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03-02-2026 Planning Commission Packet
Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Fairhope Planning Commission Agenda March 2, 2026 – 5:00 PM 1. CALL TO ORDER Lee Turner, Chairman Kim McCormick Rebecca Bryant, Vice Chairman John Worsham Harry Kohler Erik Cortinas Hollie MacKellar Jimmy Conyers (CC) Paul Fontenot (CC) City Council Representative 2. CONSENT AGENDA • Approval of Minutes – February 2, 2026 3. REGULAR AGENDA OLD BUSINESS A. SR 25.09 Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104 and is 1.01± acres. PPIN #: 626310 B. SD 23.26 Discussion of vertical construction at the Vatan Mixed-Use Development. The property is located on the northeast corner of Magnolia Avenue and North Church Street and is 0.52± Acres. PPIN #: 15164 NEW BUSINESS C. SR 26.01 Request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 2 of Rockwell Place north of the northeast corner of State Highway 181 and State Highway 104 and is 0.99± acres. PPIN #: 633808 D. SR 26.02 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Site Plan Approval of De La Mare Phase 2, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane and is 0.24± acres. PPIN #: 15174 O(( IABANY o‘“A, / . I_ / o Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer E. SD 26.05 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Preliminary Plat approval of De La Mare Phase 2, a 9-unit Multiple Occupancy Project, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane and is 0.24± acres. PPIN #: 15174 F. SD 26.02 Public hearing to consider the request of Dewberry, on behalf of the owners, James M and SM Scopolites, for Preliminary Plat approval of Dresden Woods, a 6-lot Major Subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located on the northeast corner of Bishop Road and Gayfer Road Extension and is 4.66± acres. PPIN #: 43888 G. SD 26.06 Public hearing to consider the request of the Applicant, Sawgrass Consulting, on behalf of the Owner, PCH Hotels and Resorts/RSA, for Final Plat approval of Battles Trace Phase 9, an 81-lot Major Subdivision, on property zoned TR, Tourist Resort District. The property is located on the north side of Battles Road, on the east and west sides of Colony Drive and is 22.4± acres. PPINS #: 5499, 20948, 286294 H. ZC 25.08 Public hearing to consider the request of the Applicant, Core Development and Construction of Alabama, LLC, on behalf of the Owner, FST and Bertolla Properties LLC, for Conditional Annexation to PUD, Planned Unit Development for Colony Village. The property is located at 10504 State Highway 104 and is 148± acres. PPIN #: 14396 I. ZC 26.01 Various proposed amendments – HELDOVER TO LATER MEETING DATE TO BE DETERMINED 4. ADJOURN O(( IABANY o‘“A, / . I_ / o February 2, 2026 Planning Commission Minutes 1 The Planning Commission met Monday, February 2, 2026, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot; Kim McCormick; Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager; Payton Rogers, Planning and Zoning Manager; Michelle Melton-Null, City Planner; Chris Williams, City Attorney and Cindy Beaudreau, Planning Clerk. Absent: Erik Cortinas; Hollie MacKellar and John Worsham Chairman Turner called the meeting to order at 5:00 PM. Consent Agenda • Approval of the Minutes of January 5, 2026 Harry Kohler made a motion to approve the minutes. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot and Kim McCormick Nay: None Old Business A. SR 25.09 Site Plan Approval of 7 Brew Fairhope – Applicant requested to be moved to the March agenda. B. SD 24.14 Highlands at Fairhope Village - Request of Owner, Highlands at Fairhope Village, LLC, for an extension of one year for final plat approval. Mike Jeffries, Development Services Manager, presented the request of Owner, Highlands at Fairhope Village, LLC, for an extension of one year for final plat approval. Staff recommends approval of one year extension for SD 24.14. Jimmy Conyers made a motion to approve the one-year extension for SD 24.14. Harry Kohler seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot and Kim McCormick Nay: None February 2, 2026 Planning Commission Minutes 2 New Business C. SD 26.03 Public hearing to consider the request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Sandra Bonner, for Preliminary and Final Plat approval of Twin Beech Subdivision, a 2-lot minor subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located at 6796 Twin Beech Road and is 13.71± acres. PPIN #: 3747 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B-2 – General Business District. The property is located at 301 Fairhope Avenue. Mr. Payton shared the zoning map and aerial map. Mr. Payton presented this request along with SD 26.04. Staff recommends approval of SD 26.03 with the following recommendations: 1. Revision of the Final Plat to illustrate Calyx Circle as a public road with a 40’ ROW. 2. Provision of a note on the Final Plat stating that no structures shall be constructed in any easement without permission of the easement holder. 3. Provision of a drainage letter from an engineer verifying that drainage for the proposed Twin Beech Subdivision will not be altered as a result of this application. 4. Revision of the Final Plat to illustrate a 30’ wetland buffer adjacent to the entirety of the wetland areas located on both Lots 1 and 2. Will Graham, Jade Consulting, stated that he is available for questions. Ryan Baker asked if the outfall would increase at post development. Mr. Graham stated that the drainage under Twin Beech is undersized, but the pond will be oversized for storage which will release less water. Lee Turner stated that the culvert may backup. Mr. Graham stated that they calculated the drainage for this project and using the dam will allow a slower release of water. This public hearing is combined with SD 26.04 Jimmy Conyers made a motion to recommend SD 26.03 with staff recommendations. Rebecca Bryant seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot and Kim McCormick Nay: None D. SD 26.04 Public hearing to consider the request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Sandra Bonner, for Preliminary Plat approval of The Preserve at Point Clear, a 13- lot subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located at 6796 Twin Beech Road and is 11.41± acres. PPIN #: 3747 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Sandra Bonner, for Preliminary Plat approval of The Preserve at Point February 2, 2026 Planning Commission Minutes 3 Clear, a 13-lot subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located at 6796 Twin Beech Road and is 11.41± acres. Mr. Rogers presented this at the same time as SD 26.03. Mr. Rogers presented the waiver request received from the Applicant. Staff supports the following waiver request: 1. Article V, Section F.9.e of the City of Fairhope Subdivision Regulations limiting storm water detention from being located within the ROW. Staff recommends approval of SD 26.04 with the following recommendations: 1. Approval of SD 26.03 – Twin Beech Subdivision by the Planning Commission and completion of the Subdivision process by address all conditions of approval and the recording of the Final Plat for Twin Beech Subdivision in Baldwin County Probate Court within 120 days of approval. 2. Approval of the aforementioned waiver request by the Planning Commission. 3. Approval and adoption of a Cooperative Maintenance Agreement by the Fairhope City Council to allow storm water infrastructure within city ROW. 4. Revision of the Final Plat to illustrate Calyx Circle as a public road with a 40’ ROW width. 5. Revision of the Final Plat to label all easements and include a note stating that not structures shall be constructed in any easement without permission of the easement holder. 6. Revision of the Final Plat to provide a side3walk easement along with margin of lots where no sidewalk is being provided adjacent to the ROW to accommodate the installation of sidewalks in the future. 7. Coordinate with staff to revise the Greenspace Plan adjusting total gross area and greenspace area for compliance. Chairman Turner opened the public hearing at 5:25pm. Stacy Quaites Mitchell, 6689 Twin Beech Road, shared her concerns about drainage coming across the street creating erosion. She also expressed frustration with whoever is responsible for fixing the infrastructure. Mr. Simmons explained how the drainage will work post-construction and stated that Twin Beech is a county road. Ms. Bryant shared how wetlands worked. The public hearing was closed at 5:40pm. Mr. Graham explained that upsizing the pipe would create more water. Chairman Turner suggested adding riprap. Mr. Graham explained their process with the Windrow Subdivision. Chairman Turner stated that it was hard to see the elevations for lots 7, 8 and 9 and asked if the houses will be higher than Twin Beech Road. Mr. Graham stated yes. Mr. Achee stated that the houses will be built up at least 24”. Paul Fontenot, suggesting making a connectivity loop near lot 10. Mr. Simmons stated that there are trees there that the applicant is trying to save and that Public Works does not want a mid-street crosswalk. Mr. Achee stated that they will look at the area after it’s been graded to see if there’s a way to bring connectivity and will work with city staff on this. February 2, 2026 Planning Commission Minutes 4 Rebecca Bryant made a motion to approve the waiver. Kim McCormick seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot and Kim McCormick Nay: None Jimmy Conyers made a motion to approve SD 26.04 with staff recommendations. Harry Kohler seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot and Kim McCormick Nay: None Adjournment Jimmy Conyers made a motion to adjourn. AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot and Kim McCormick Nay: None Adjourned at 6:08pm. _______________________ ________________________ Lee Turner, Chairman Cindy Beaudreau, Secretary This digital package has been condensed for size and some documents may not contain all the original pages. All submittals were reviewed in full by staff in preparation for the reports prepared for the Planning Commission. of FAIR O SIABAW Payton Rogers Road • Parcel Zoning: SIABAW vOu oCity of Fairhope Planning Commission March 2, 2026 Ao"A, &7LwA SR 25.09 - 7 Brew Fairhope T t 3 F CT 0 Project Name: 7 Brew Fairhope Site Data: 1.01 acres Project Type: Site plan approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 626310 General Location: Northwest corner of State Highway 181 and State Highway 104 Surveyor of Record: HFA-AE LTD Engineer of Record: HFA-AE LTD Owner/ Developer: Brew Horizons LLC School District:________________________ Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: — BU S H E L D R III W tn ■ f o.il 5 11 th e . wa t C E : E E - - IF J ।-- - - - - - - 1 I- = ST A T E H W Y 1 8 1 : ■ *» 3 A j i 4 — I Ji Pr I T 21 - t F I “ r P 7 ST A T E H W Y 1 8 1 ST A T E HW Y 18 1 J I 1 ST A T E HW Y 18 1 - - r . T r e - x 1 R o * __ _ SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 1 of 7 SUMMARY OF REQUEST Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104 and is 1.01± acres. SITE HISTORY The subject site has been included in numerous Subdivision and Multiple Occupancy Project (MOP) requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any lot. There are no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS This application was before the Planning Commission at its January 5, 2026 meeting for Site Plan Review and was ultimately tabled at the request of the Applicant. At that time, the proposed plan had numerous deficiencies including insufficient tree plantings, insufficient landscaping adjacent to public right-of-way (ROW), insufficient stormwater screening, and non-compliant exterior lighting. The current application has addressed all previous concerns and is reflected in the following comments. Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Planter’s Pointe Subdivision establishes setback requirements for Lot 5 to be 10 feet from the North property line along Planter’s Pointe Boulevard, 10 feet from the West property line along Rockwell Boulevard, 10 feet from the South property line, and 50 feet from the East property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 19± feet. Tree & Landscaping - COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates full compliance with the Trees and Landscaping Ordinance (see exhibits). The Tree and Landscape plan illustrates an additional ten (10) understory trees on site which do not count towards required tree plantings. It’s important to note that these ten (10) understory trees are existing and were included in the original landscape plan approved with the Planter’s Pointe Multiple Occupancy Project (MOP), and as such, cannot be removed and must be protected throughout construction. Parking - COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule details the amount of on-site parking required for restaurants based on the number of seats provided. The proposed 7-Brew is a drive-thru only coffee restaurant which does not provide any indoor or outdoor seating. Drive-thru only businesses are omitted from Table 4-3, and as such, SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 2 of 7 parking is not required at this time. However, the Site Plan does illustrate a surplus of nine (9) on -site parking spaces. Article IV Section E.4.c(2) of the Zoning Ordinance requires any parking provided that is more than what is required by Table 4-3 “shall be designed with a pervious surfacing”. As such, if approved, the Site Plan should be revised to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Rockwell Boulevard and Planter’s Pointe Boulevard, as required. Additionally, the proposed Site Plan illustrates the extension of the 12-foot-wide multi- purpose trailway along State Highway 181 with direct pedestrian access. Drainage - COMPLIANT Drainage is unique within the Planter’s Pointe development. Publix, the anchor store, provided underground drainage for itself and those stores connected to it. Notes on the Final Plat for Planter’s Pointe Subdivision state that all other lots must have self-sufficient drainage addressing all post-development stormwater runoff on the individual lots. As proposed the Applicant intends to utilize an underground stormwater management system located on the North side of the site and states within the provided Drainage Report that post development runoff conditions will not exceed predevelopment conditions. Exterior Lighting - COMPLIANT As proposed, exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance as it relates to on-site lighting. However, it’s important to note that while the submitted Photometric Plans illustrate blue building canopy lighting, the applicant has stated that they no longer intend to install the blue canopy lighting . If approved, the Photometric Plans should be revised to remove any lighting not to be proposed. Mechanical Equipment - COMPLIANT All mechanical equipment is proposed to be located on the building’s roof and is illustrated in the submitted plans. Dumpster - MORE INFO NEEDED The Site Plan illustrates a dumpster on the West side of the proposed building. It should be noted that if approved, the plans must be revised to include a dumpster detail illustrating dumpster screening in compliance with Article IV-B.2. of the Zoning Ordinance. Signage - N/A All Signage will be formally reviewed at time of sign permit submittal. However, the Applicant submitted two (2) possible signage options for staff to consider. Option A (see exhibits) is a singular 4-foot by 4-foot circular wall sign on the building’s front elevation facing State Highway 181, which as proposed, would be compliant with current sign regulations. Option B (see exhibits) is a singular 2.5-foot by 8-foot wall sign on the same elevation facing 181, which as proposed, would be non-compliant with current sign regulations as it exceeds the maximum allowable square footage for all signs on the subject site . Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 3 of 7 Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A Traffic Study was generated with the application for Planter’s Pointe Subdivision in 2021. At that time there were not any determined land uses for each outparcel. As such, the trip generation analysis produced 395 entering trips and 302 exiting trips during a weekday AM peak hour; 573 entering trips and 559 exiting trips during a weekday PM peak hour. Per the applicant’s submitted traffic letter the proposed 7-Brew will generate a total of 91 trips (46 entry and 45 exit) during the Weekday AM peak hour a nd a total of 34 trips (17 entry and 17 exit) during the Weekday PM peak hour. Lot Access - COMPLIANT As illustrated, the subject site proposes one (1) access point to the site from Rockwell Boulevard. Comprehensive Plan - COMPLIANT Planters Pointe is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are additional commercial uses. Benefits to the Community - COMPLIANT As the number of residential units being developed in the area continues to grow a commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 4 of 7 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Recommendation: Staff recommends APPROVAL of SR 25.09 – 7-Brew Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2. Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; and 3. Revision of the Photometric Plans to remove any lighting not to be proposed. EXHIBITS SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 5 of 7 Proposed Site Plan MAINTAIN EXISTING CURB REPLACEA 1 , RED t TS. NNCONCRETE SIDEWALK AS REQUIRED TO MAINTAIN ADA REQUIREMENTS. N\-TO FG AROUND RADIUS "gant : 7Pdihi----ist........Lsi........isi.........ist.........Lsi--------LSL....................LSL................LSL- I 1STORMWATER MANAGEMENT AREA ■5%J =4;-/= === — HEAVY DUTY ASPHALT CONCRETE (AC) PAVEMENToy / HEAVY DUTY CONCRETE PAVEMENT •F LOADING ZONE 1END OF STRAIGHT CURB • TRASH ENCLOSURE.SCREENING REQUIRED ■• BYPASS LANE RED THERMOPLASTIC ARROW AND TEXT v««22*■fr ///&START OF STRAIGHT CURB ■V START CURB TAPER ia 1 I SLIDING GLASS DOOR V 1«K7START INTEGRAL CURB ■Er| LANDSCAPE SETBACK LINEEND OF STRAIGHT CURB st&' GRADE SIDEWALK TO BLDG FFE. SEE GRADING PLAN.138 LF STRAIGHT CUR8 ■ — 10510 SF BUILDING. CONCRETE SIDEWALK EXISTING FIRE LANES VITHIN DRIVE AISLE ACCESS' 0/1' &48 LF STRAIGHT CURB STRIPED AREA THERMOPLASTIC SINGLE BLUE SOLID LINE 4" AT 45 DEG AT 2-0 OC [ 240 ST COOLER ]EXISTING SIDEWALK AND CURBING -START OF STRAIGHT CURB' AAMATCH CURB TO EXISTING -g V -END INTEGRAL CURB 4 • 55 LF INTEGRAL CURB i0Q4D/0[2D)101 LF STRAIGHT CURB — ■ STACK SPACE LENGTH MIN 20FT (TYP.)MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION).• :_ j I ll |1 457DETECTABLE WARNING STRIPS (TYP I'• ADA ACCESS ROUTE TO FACILITY FROM NEW TRAIL %22 ?AL-DOT TYPE M-4 CURB • I t NEW CURBING ALONG EXISTING DRIVE AISLE ■ 6ALDOT AND ADA COMPLIANT CROSSWALK MARKINGS ■ . (MUTCD R6-2R) RIGHT TURN ONLY 504 LF STRAIGHT CURBVSITE BM #1 OI WAY FINDING SIGNAGE (8TYP.' ADA CONCRETE SIDEWALK (TYP_ I ■ 61---LSL...........LSL..........LSL..........LSL- ■ START OF STRAIGHT CURB Deetsnsss Kdm = el ' STANDARD DUTY ASPHALT ■ CONCRETE PAVEMENT asyewy MSBC: - NEW CURB RADIUS TIE INTO EXISTING CURB ALONG DRIVE AISLE AND TAPER ' 7BREW DIRECTIONAL ARROW THERMOPLASTIC WHITE (TYP UNLESS OTHERWISE NOTED) • SITE LOHT POLES REFER TO PHOTOMETRIC PLAN AND SITE ELECTRICAL PLAN BV OTHERS DO NOT ENTER SIGN FACING SITE . ENTRANCE (MUTCD RS-11 (TYP_ ) • TERMINATE MULTL-USE PATH INSTALLATION AT PROPERTY LINE END OF STRAIGHT CURB TYPE II ADA RAMP IN SIDEWALK • 4* THERMOPLASTIC LINE TO DELINEATE DFIE-THRU FROM BY-PASS LANE ■ TIE-IN TO EXISTING GRADES. MAINTAIN MAX 2% CROSS SLOPE IN ALL DIRECTIONS. • 12 WIDE STOP BAR AND TEXT. WHITE THERMOPLASTIC (SEE PAVING PLAN FOR DIMENSIONS] (TYP ) ■ -285 LF MULTL-USE PATH (SIDEWALK) REFER TO SIDEWALK DETAIL FOR INSTALLATION PROVIDE 4" DASHED PAINTED YELLOW STRIPING ON CENTER AS SHOWN ' PARIGNG SPACE DESIGNATED AS VAN ACCESSIBLE DIRECTION TRAFFIC ARROW . WITHIN SITE. STYLE TO MATCH BRAND SYMBOLOGY (TYP.) HD AC PAVEMENT TO MATCH FFE. SEE DETAILS. 3 i UnLZe EXISTING DRAINAGE STRUCTURE : WITHIN MULTIUSE PATH FOR UNIFORMITY. PROVIDE AN ISOLATION JOINT AND SET PATH Fl USHWITH STRUCTURE (AT GRADE i TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS TRANSITION TO AL-DOT TYPE M-4 CURB - 14 LF STRAIGHT CURB BICYCLE PARKING BICYCLE PARK NG CALC TOTAL SPACES TEA _____________ SIGNAGE SIGNAGE REQUIREMENTS ' TYPE I ADA RAMP IN SIDEWALK •--LSL...........LSL-------- LSL-------- LSL-:. TRANSITION TO AL-DOT TYPE M4 CURB • o MATCH CURS TO EXISTING • __ 1+g 610 SF OF 1FT WIDE GORE STRIPING ; «& ENO INTEGRAL CURB. - TC TO MATCH BLDG FFE. - 25 LF INTEGRAL CURB • : END OF STRAIGHT CURB ■ N d START INTEGRAL CURB ' START OF STRAIGHT CURB, -1.4 m INO | START CURB TAPER X. ( BOLLARD (TYP) A S ---LSu st i/ . / 7//12 WHITE DO NOT ENTER STOP BAR AND TEXT/ SITE BM 24 I- 5 i BUILDING SETBACK LINE 2 4 THERMOPLASTIC BLUE (TYP ) s ADA PARKING AND SIGNAGE r SEE SITE DETAILS EXHIBITS SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 6 of 7 Proposed Tree & Landscape Plan / EXISTING TREES OI TO REMAIN TREES TO HE FROTECTED WITH . 7*4 9 co TREE PROTECTION FENCE DURING ] • THE ENTIRE CONSTRUCTION '. 3 A_/ AB N PE5 N — 0 Tree Count Legend 21 Description Frontage Tree Perimeter Tree Quantity 6 _ Esor cF / /) 2... s ■ —" EXISTIN3 TREES (4) TO REMAN TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION 6 R CORTI 6 "n".A PARCELA —e‘-LSL jf LSL;25 s "MMAIMV "WawBSSS #""" " Iy FROP • MONUMENT SIGN . ee"-3= fees s 7 I N I CORTE, I I NIF AVE MITCHELL 1LLC Yes Yes 6 6 21 21 YesPerimeter Trees 0 0 27 27 Yes Yes Total Trees Saved (Credits)0 Total New Overstory Planted 27 Total New Understory Planted 0 YesSpecies Richness (> 4)4 TREE & LANDSCAPE COMPLIANCE TABLE Overstory Understory 6 0 0 0 6 0 0 0 8,818 5,291 24,348 10,610 Plan Provided 0 0 0 0 27 0 27 0 Yes Yes Plan Compliance? Parking Trees Overstory Understory Parking Understory < 50% Landscape Area Total Landscape Area Front Landscape Area Frontage Trees Frontage 1 Frontage 2 Frontage 3 Frontage 4 Reviewed by Payton Rogers Date 01/28/26 Plan Total Required f. 1 ■ / > I :■ a 85 5 © 0 m L" "M M M A i . I ■L % 8 3 .E % i De s a l i 'i gS g. . A $3 9 hi I 4 I .. . y ? # § 2 3 2 L. 2 5 . Ne A Ca ) 3 ‘. . 9 . ' ) tr z f0 — h if ss SA N - -- S A T - - S A N "S AN -. 8 3 IJ -- L S L — “2 1 J ZE E E 3 == W ) L- - M - - 4/ - ■S A N 1 A/ 3 '8 58 - st ? LS L -- - - - S H - - it : ’ IL -- 38 4 -- - - - - - 3 15 VI / \ 7 I WM W " Tw -- N V S - —$s W- = = = Nv s . “S A p EXHIBITS SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 7 of 7 Proposed Canopy Lights VA - A? 18 07 093.5 57 49 2.9 0.8 08 1.3 21 31 38 3.4 2.6 1.8 1.5 2.2 2.0 2.63.9 1.9 1.9 44 4.2 3.5 1.9 1.7 1.9 1.9 28 4.2 Ad 5.6 3.1 1.9 3.2 1.6 2.0 44 1 2 1.2 I 0.9 0.836 3.6 2.6 8.94.9 0.91.0 1.240 3.1 2.2 LM I 1802.56.0 40 2.6 2.0 1.5SF12 3.7 4.5 27 2.8 4.3 5.8 4.0 0.7 29 3.52.3 2.3 2.0 1.5 0.71.121 2.7 1.5 522.9 3.9 3.6 1.6 2.0 28 2.6 1.9 0.7 0 9 2.8 5.9 09 19 35 5.5 48 33 1 8 1.2 *.5 1.4 1.1 10 09 1 3 1.8 28 1.9 3.3 1.0 2.2 3.3 36 3.1 1.9 1.8 2.9 3.5 34 2.7 7.92.1 8.7 5.0 4.2 3.28.1 1.5L umdar- 166 SB12 72 M 24 .4 “== 402083558532855320033 ” 09 154 2.9 S=12 1183 1St 125.0 R lh l APPLICATION FOR SITE PLAN APPROVAL Application Type: Site Plan Attachments: Articles of Incorporation or List all associated investors Date of Application: ______________________ Property Owner / Leaseholder Information Name of Property Owner: _______________________Phone Number: ___________ Address of Property Owner: ________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Proposed Site Plan Name: ________________________________________________ Site Acreage: _______________________ Sq. Footage: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Engineer/Architect Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) of FA’ r .A"O. □ □ F0 ( Authorization Letter To Whom it May Concern: I, _Dennis Proto_________, hereby authorize Owner of Record __Megan Broderick_____ of ______HFA-AE__LTD_____ Authorized Agent Company to represent me and to act on my behalf in regard to the application for __7 Brew Fairhope, AL____. Name of Development/Application Sincerely, ________________________________, __________________ Owner of Record Date 10.15.25 or FA/ ; ■ LABAMC Poute /oto A , 39 T Delaware The First State Page 1 You may verify this certificate online at corp.delaware.gov/authver.shtml I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF FORMATION OF “BREW HORIZONS LLC”, FILED IN THIS OFFICE ON THE FIFTEENTH DAY OF SEPTEMBER, A.D. 2021, AT 1:59 O`CLOCK P.M. ARYS 2 0C-9, )9.C0 0. 4O20 s 0o Ll %o OF BREW HORIZONS LLC This Certificate of Formation of BREW HORIZONS LLC (the “Company”), is being duly executed and filed by an authorized person, to form a limited liability company under the Delaware Limited Liability Company Act (6 Del. C. §18-101, et seq.) (the “Act”). First: The name of the Company is BREW HORIZONS LLC Second: The address of its registered office in the State of Delaware is 251 Little Falls Drive in the City of Wilmington, DE 19808. The name of its Registered Agent at such address is Corporation Service Company. Third: The Company, in its limited liability company agreement, may establish one or more series pursuant to § 18-215 of the Act, and, if established, then, pursuant to § 18-215(b) of the Act, the debts, liabilities, obligations, and expenses incurred, contracted for, or otherwise existing with respect to a particular series shall be enforceable against the assets of such series only, and not against the assets of the Company generally or the assets allocated to any other series of the Company, and none of the debts, liabilities, obligations and expenses incurred, contracted for or otherwise existing with respect to the Company generally or any other series thereof shall be enforceable against the assets of such series. In Witness Whereof, the undersigned has executed this Certificate of Formation of BREW HORIZONS LLC this 15th day of September, 2021. BY: #150719353 vl /s/ Erin C. Joyce_____________ Erin C. Joyce, Authorized Person State of Delaware Secretary of State Division of Corporations Delivered 01:59 PM 09/15/2021 FILED 01:59 PM 09/15/2021 SR 20213252738 - File Number 6235998 STATE of DELAWARE LIMITED LIABILITY COMPANY CERTIFICATE of FORMATION C1.0 COVER SHEET 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 FLOOD NOTE THIS SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN IN THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP 01003C0661M DATED 4/19/2019. LEGAL DESCRIPTION BENCHMARK TEMPORARY BENCHMARK A: FROM SURVEY TEMPORARY BENCHMARK B: FROM SURVEY PROJECT CONTACTS DEVELOPER BREW HORIZONS, LLC 2000 W. PARK DR., SUITE 130 WESTBOROUGH, MA 01581 508-561-4903 MIKE TIERNEY MTIERNEY@BREW-HORIZONS.COM SURVEYOR US SURVEYOR 9867 STATE HWY 104 FAIRHOPE, AL 36532 800-867-8783 X201 JENA WICKER JWICKER@USSURVEYOR.COM CIVIL ENGINEERING HFA-AE, LTD 1705 S. WALTON BLVD., SUITE 3 BENTONVILLE, AR 72712 479-273-7780 x199 JASON PANICARO JASON.PANICARO@HFA-AE.COM BUILDING MANUFACTURER ARNING 201 INDUSTRIAL PARK PL. CASSVILLE, MO 65625 800-732-5074 X1326 JENNIFER PEEK JPEEK@ARNINGCO.COM FIRE FAIRHOPE FIRE DEPARTMENT 198 SOUTH INGLESIDE FAIRHOPE, AL 36532 251-990-0143 CHRIS ELLIS FIRE CHIEF SITE PLAN & BUILDING PERMIT REVIEW CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV HEALTH DEPARTMENT BALDWIN COUNTY ENVIRONMENTAL OFFICE DIVISION ON INSPECTION SERVICES 22251 PALMER STREET ROBERTSDALE, AL 36567 251-947-3618 STATE HIGHWAY AL DEPT. OF TRANSPORTATION SOUTHWEST REGION - MOBILE AREA CHASE CHITWOOD AREA PERMIT MANAGER 251-470-8339 CHITWOODC@DOT.STATE.AL.US CITY STREETS DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV SANITARY SEWER & WATER DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV NATURAL GAS CITY OF FAIRHOPE GAS DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 ELECTRIC CITY OF FAIRHOPE ELECTRIC DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 TELEPHONE VERIZON 171 E I65 SERVICE ROAD SOUTH MOBILE, AL 36606 251-327-3459 STORM SEWER CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV LOT 5 OF PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NW CORNER HWY 181- HWY 104 SUB AS RECORDED ON SLIDE 2954-B AND SLIDE 2954-C, AND CORRECTED IN DOC # 2180244, BALDWIN COUNTY, ALABAMA. TOGETHER WITH AND SUBJECT TO A NON-EXCLUSIVE EASEMENT, FOR INGRESS, EGRESS, AND UTILITIES, OVER AND ACROSS LOT 1 OF THE NORTHWEST CORNER OF HWY 181-HWY 104 SUBDIVISION, AS RECORDED ON SLIDE 2725-E AND RATIFICATION OF PLAT RECORDED AS INSTRUMENT NUMBER 1857087 IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA, WHICH IS HEREBY RESERVED UNTO THE GRANTOR, ITS SUCCESSORS AND/OR ASSIGNS FOR THE BENEFIT OF ITS ADJOINING PROPERTY AND ANY FUTURE DEVELOPMENT THEREOF. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2, NW CORNER HWY 181 - HWY 104 SUBDIVISION; THENCE RUN N-00°04'20”-W, 863.28 FEET TO THE A POINT; THENCE RUN S-89°39'53”-E, 574.80 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, A CHORD OF WHICH BEARS N-45°10'03”-E, 70.92 FEET, AN ARC DISTANCE OF 78.83 FEET TO A POINT; THENCE RUN N-00°00'00”-E, 154.18 FEET TO A POINT; THENCE RUN NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 87.00 FEET, A CHORD OF WHICH BEARS N-03°26'37'-W, 10.45 FEET, AN ARC DISTANCE OF 10.46 FEET TO A POINT; THENCE RUN N-06°53'06”-W, 118.06 FEET TO A POINT; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET, A CHORD OF WHICH BEARS N-44°54'29”-E, 235.73 FEET, AN ARC DISTANCE OF 271.19 FEET TO A POINT; THENCE RUN SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 175.00 FEET, A CHORD OF WHICH BEARS S-86°38'58”-E, 20.45 FEET, AN ARC DISTANCE OF 20.47 FEET TO A POINT; THENCE RUN N-90°00'00”-E, 85.53 FEET TO A POINT ON THE WEST RIGHT-OF-WAY OF STATE ROUTE 181; THENCE RUN S-33°25'46”-E ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 54.46 FEET TO A POINT; THENCE RUN S-00°15'38”-W ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 36.55 FEET TO A POINT; THENCE RUN N-90°00'00”-W LEAVING SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 89.75 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 88.00 FEET, A CHORD OF WHICH BEARS S-63°58'56”-W, 77.20 FEET, AN ARC DISTANCE OF 79.92 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 313.00 FEET, A CHORD OF WHICH BEARS S-41°19'36”-W, 36.71 FEET, AN ARC DISTANCE OF 36.73 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 187.00 FEET, A CHORD OF WHICH BEARS S-22°20'40”-W, 142.19 FEET, AN ARC DISTANCE OF 145.85 FEET TO A POINT; THENCE RUN S-00°00'00”-E 223.23 FEET TO A POINT; THENCE RUN N-89°39'53”-W, 100.29 FEET TO THE POINT OF BEGINNING, CONTAINING 1.17 ACRES, MORE OR LESS. TOGETHER WITH A PERMANENT INGRESS/EGRESS ACCESS EASEMENT APPURTENANT DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF LOT 1, AS RECORDED ON SLIDE 2954-B IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA AND ALSO SAID POINT BEING THE POINT OF BEGINNING; THENCE RUN N-90°00'00"-W 35.00' TO A POINT; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 370.80'; THENCE RUN S-28°06'08"-W FOR A DISTANCE OF 54.29' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 51.31', CHORD BEARING OF S-01°26'16"¬W AND CHORD LENGTH OF 64.42', THENCE RUN ALONG SAID CURVE 69.64' TO THE BEGINNING OF CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 137.02', A CHORD BEARING OF S-31°55'31"-E AND CHORD LENGTH OF 45.65', THENCE RUN ALONG SAID CURVE 45.86' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 27.40', A CHORD BEARING S-03°01'40"-E AND CHORD LENGTH OF 16.10'; THENCE RUN ALONG SAID CURVE 16.34'; THENCE RUN S-15°07'31"-W FOR A DISTANCE OF 54.82' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 174.50', A CHORD BEARING OF S-12°53'08"-W AND CHORD LENGTH OF 13.64'; THENCE RUN ALONG SAID CURVE 13.64' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 14.50', A CHORD BEARING S-50°19'22"-W AND CHORD LENGTH OF 18.52'; THENCE RUN ALONG SAID CURVE 20.08'; THENCE RUN N-90°00'00"-W FOR A DISTANCE OF 327.09'; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 219.85'; THENCE RUN S-45°10'03"-W FOR A DISTANCE OF 35.46' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89°39'55"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 110.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-44°49'57"-W FOR A DISTANCE OF 42.34'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 165.96'; THENCE RUN N-45°00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 244.33'; THENCE RUN S-45°00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 168.94'; THENCE RUN S-45°10'03"-W FOR A DISTANCE OF 40.16' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89°39'55"-E ALONG SAID RIGHT OF WAY FOR A DISTANCE OF 100.00'; THENCE LEAVING SAID RIGHT OF WAY LINE RUN N-44°49'57"-W FOR A DISTANCE OF 35.25'; THENCE RUN N-00°11'11"-E FOR A DISTANCE OF 178.92'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 2.50'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 59.09'; THENCE RUN N-15°07'31"-E FORA DISTANCE OF 77.22' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 90.82', A CHORD BEARING N-52°33'46"-E AND CHORD LENGTH OF 84.50'; THENCE RUN ALONG SAID CURVE 90.82'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 166.44' TO A POINT ON THE WEST RIGHT OF WAY LINE OF ALABAMA HIGHWAY 181; THENCE RUN N-00°15'38"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 45.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-90°00'00"-W FOR A DISTANCE OF 166.58' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 69.50', A CHORD BEARING N-45°00'00"-W AND A CHORD LENGTH OF 98.29', THENCE RUN ALONG SAID CURVE 109.17'; THENCE RUN N-00°00'00"-W FOR A DISTANCE OF 359.87' TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 1.70 ACRES, MORE OR LESS. NOTES: REVISION CHART TITLE DATE# 7 BREW COFFEE VICINITY MAP 1=2000' STREET NAME TEXT 9867 AL-104 (LOT 5) FAIRHOPE, AL 36532 BALDWIN COUNTY SI T E SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C1.2 ALDOT NOTES C2.0 EXISTING CONDITIONS AND DEMO PLAN C3.0 EROSION CONTROL PLAN C4.0 SITE PLAN C5.0 PAVING PLAN C6.0 GRADING PLAN C6.1 PRE DEVELOPMENT PLAN C6.2 POST DEVELOPMENT PLAN C7.0 UTILITY PLAN C10.0 SITE DETAILS C10.1 SITE DETAILS C10.2 SITE DETAILS C10.3 SITE DETAILS C10.4 SITE DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS IRR1.0 IRRIGATION PLAN IRR1.1 IRRIGATION DETAILS ATTACH ALTA_NSPS LAND TITLE SURVEY ATTACH PHOTOMETRIC PLAN HARRISON FRENCH HFA/ & ASSOCIATES, PLLC HFA-AE , LTD.HFA 1% aur)% @ rG3=3Circle.Church — Fairhone Camr Triangle Dr Fairhope Camp © ©1(98 nope Pier O(73 Bay House c Top rated ‘ Fairhope Ave 3 O Walmart SupercentFairhope Fairhope Ave AutoZone Auto Parts Thomas Hospital O □ BILL-E's Restaurant 9 NESTDHoliday Inn Express□— Fairhope-Point Clear by... HORIZONS △ (2) A CENSeO **/ ©0,‘P"GiNES* %,f8/DAVWS △ iblix Super Market ' Planters Pointe... No. 52179 PROFESSIONAL Southern Antiques and Accents sort ■ ate Fairhope Lar RV Publix Super Market G at The Shoppes at S 6 3 Jubilee Suites Boutique B&B Top rated A A A A A O obrew JUA BA N $ YENs. Fairhope City _ The Reserve at Fairhope Parks & Rec —A Sunset Pointe at ( Fly Creek Marina y C1.1 GENERAL NOTES 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 GENERAL CONSTRUCTION NOTES: 1.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS OF THE SITE TO VERIFY ALL CHARACTERISTICS THAT ARE PRESENT. HE/SHE SHALL UNDERSTAND THE DEMOLITION AREA(S) AND THE REQUIREMENTS FOR REMOVAL FOR ITEMS SUCH AS BUT NOT LIMITED TO: PAVEMENT, SURFACE STRUCTURES, VEGETATION, TREES, UTILITIES (ABOVE & BELOW GROUND), DRAINAGE OUTFALLS, ETC. VERIFICATION OF LOCATIONS AND ELEVATIONS OF EXISTING DRAINAGE AND UTILITIES (WATER, SEWER, POWER, TELEPHONE, CABLE, GAS, ETC.) AND ALL POINTS OF PROPOSED CONNECTIONS SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CONSTRUCTION. POTENTIAL CONFLICTS BETWEEN EXISTING AND PROPOSED FEATURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES IN THESE CONSTRUCTION PLANS ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION. PRIOR TO THE START OF ANY CONSTRUCTION IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ALL PROTECTION OR RELOCATION TO THESE UTILITIES WITH OWNER OF THE UTILITY. CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER DISCOVERED, SHOWN ON THE PLANS, OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO CONTRACTOR BY THE PROTECTION OR RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO ADDITIONAL COMPENSATION ALLOWED. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN AND MAKE VERIFIED BIDS. IF ANY DISCREPANCIES IN QUANTITIES ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD. 2.CONTRACTOR IS RESPONSIBLE FOR REPAIRS AND RESTORATION OF ANY PRIVATE OR PUBLIC PROPERTY AFFECTED BY CONSTRUCTION WORK. AT NO ADDITIONAL COST CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PROPERTY TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY CONTRACTOR. CONTRACTOR SHALL UTILIZE A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE TO LOCATE AND FLAG ALL PROPERTY CORNERS THREE (3) TIMES, PRIOR TO CONSTRUCTION AND FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO HAVE PROPERTY CORNERS THAT HAVE BEEN LOST DURING CONSTRUCTION REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE. ALL (P.R.M'S) IRONS AND MONUMENTS SHOWN ON THE PLANS OR FOUND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PRESERVED AND PROTECTED. IF PROTECTED IRONS AND MONUMENTS ARE DESTROYED OR UNDER IMMEDIATE THREAT DURING CONSTRUCTION, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 3.CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, REPORTS, AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR READING, UNDERSTANDING, AND OBTAINING CLARIFICATIONS FOR ALL DRAWINGS, REPORTS, PERMITS, AND APPROVAL CONDITIONS. CONTRACTOR IS ALSO RESPONSIBLE FOR COMPLYING WITH LOCAL AHJ REQUIREMENTS TO DEPICT, DOCUMENT, AND CERTIFY FIELD CHANGES MADE, AND AT OWNER'S OR ENGINEER'S REQUEST, CONTRACTOR SHALL PROVIDE APPROPRIATE DOCUMENTATION THAT ALL PERMIT REQUIREMENTS HAVE BEEN ADHERED TO. 4.CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH APPLICABLE AHJ'S A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 5.CONTRACTOR SHALL SOD ALL DISTURBED AREAS UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLANS. SODDING INSTALLATION SHALL MEET OR EXCEED THE LANDSCAPE PLAN AND/OR AHJ SPECIFICATIONS. ALL SOD IS TO BE MAINTAINED AND IRRIGATED BY CONTRACTOR UNTIL DEEMED ACCEPTED BY OWNER, REGULATORY AGENCIES, AND ENGINEER OF RECORD. ANY WASHOUTS, REGRADING, RESODDING, VEGETATIVE RE-ESTABLISHMENT WORK, AND OTHER REQUIRED SITE STABILIZATION WILL BE PERFORMED AT NO ADDITIONAL COST BY CONTRACTOR UNTIL THE STABILIZED SITE IS ACCEPTED BY THESE PERSONNEL IN WRITING. 6.CONTRACTOR TO PROVIDE THE REQUIRED AND APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURES FOR THE CONSTRUCTION SITE AND POINTS OF STORMWATER DISCHARGE DURING ALL CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENTATION PROTECTIONS ARE TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED WITH GRASS, LANDSCAPING BEDS, OR SUITABLE PERMANENT EROSION PROTECTION TREATMENT. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH APPROVED STORMWATER POLLUTION PREVENTION AND EROSION CONTROL PLANS. 7.CONTRACTOR SHALL COMPLY WITH AND ENFORCE ALL WORK SITE SAFETY REGULATIONS AND BEST PRACTICES TO PROTECT THE PUBLIC AND CONSTRUCTION WORKERS DURING CONSTRUCTION AND MAINTENANCE OF THIS CONSTRUCTION SITE. THESE DRAWINGS DO NOT INCLUDE INSTRUCTIONS TO CONTRACTOR REGARDING SAFETY. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING INSTALLED. 9.CONTRACTOR SHALL MAINTAIN ANY REQUIRED ACCESS TO ADJACENT PROPERTIES. 10.OWNER SHALL ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS REQUIRED FOR PRIVATE WORK RELATED TO THE PROJECT. NO WORK WILL BE PERFORMED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION OF THE AFFECTED PROPERTY OWNER. 11.CONTRACTOR SHALL COORDINATE MOBILIZATION AND ALL CONSTRUCTION ACTIVITIES WITH OWNER. 12.CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH, AND IN ACCORDANCE WITH, REGULATIONS AND WRITTEN PERMISSIONS OF THE AUTHORITIES CONCERNED. 13.SIGNS AND TRAFFIC CONTROL DEVICES TO FOLLOW THE GUIDELINES OF THE MUTCD AND/OR LOCAL AHJ. 14.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER IN THE EVENT THERE ARE DISCREPANCIES DETERMINED BETWEEN PLANS. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC CONTROL PLAN (TCP) IF REQUIRED FOR ANY CONSTRUCTION ACTIVITIES LOCATED WITHIN PUBLIC RIGHT-OF-WAY. SITE NOTES: 1.ASPHALT CONCRETE SURFACE AND BASE COURSE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS DETAILED IN THE PLANS, GEOTECH REPORT, OR AS SPECIFIED BY THE STATE OR LOCAL JURISDICTION, WHICHEVER IS MOST STRINGENT. 2.CONTRACTOR SHALL UTILIZE AN INDEPENDENT TESTING LABORATORY, SELECTED AND PAID FOR BY CONTRACTOR, AND APPROVED BY OWNER AND ENGINEER, TO PERFORM CONSTRUCTION TESTING OF SOIL COMPACTION, IN-PLACE ASPHALT COURSES, AND CONCRETE STRENGTH FOR COMPLIANCE WITH SPECIFICATIONS. REQUIREMENTS FOR THICKNESS AND SURFACE SMOOTHNESS AS SPECIFIED IN THE PLANS. 3.CURBS MUST BE CAULKED BEFORE BACKFILLING AND STREET PAVING ACCORDING TO AHJ SPECIFICATIONS. THAT ARE ACCEPTABLE TO THE AHJ. 4.CONCRETE PIPE SHALL MEET LOCAL JURISDICTION OR DOT SPECIFICATIONS. NO DAMAGED OR REPAIRED PIPE IS ALLOWED. 5.CONCRETE PAVING AND STRUCTURES SHALL CONFORM TO PLANS AND LOCAL AHJ SPECIFICATIONS. DISCREPANCIES IN SPECIFICATIONS SHALL BE RESOLVED BY USING THE MOST STRINGENT SPECIFICATIONS. DEMOLITION NOTES: 1.CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES FOR REMOVALS AND RELOCATIONS OF THE RESPECTIVE UTILITIES AS NOTED ON THE PLANS. CONTRACTOR SHALL VERIFY THAT ALL WORK COMPLETED BY UTILITY COMPANIES IS CONSISTENT WITH THE PLANS AND SHALL NOTIFY OWNER AND ENGINEER OF RECORD IF NOT. 2.CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER DISPOSAL OF MATERIALS RESULTING FROM CONSTRUCTION, CONSISTENT WITH PLAN APPROVAL CONDITIONS, AND AS REQUIRED BY THE AHJ. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICE LINES REQUIRED TO BE ACTIVE DURING CONSTRUCTION, ABOVE AND BELOW GROUND, ARE MAINTAINED AND OPERATIONAL THROUGHOUT THE DURATION OF CONSTRUCTION. 4.CONTRACTOR SHALL ENSURE THAT APPURTENANCES NOTED TO BE REMOVED, ARE REMOVED IN THEIR COMPLETENESS, UP TO AND INCLUDING THE ABOVE GROUND AND BELOW GROUND APPURTENANCES, POLES, STRUCTURES, BOXES, PIPING, ENCASEMENTS, OR WIRING AS DIRECTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR CLARIFYING LIMITS OF DEMOLITION WITH OWNER AND ENGINEER OF RECORD. 5.CONTRACTOR SHALL BACKFILL EXCAVATIONS RESULTING FROM DEMOLITION WORK THAT MEETS OR EXCEEDS THE REQUIREMENTS FOR FILL OUTLINED IN THE PROJECT GEOTECHNICAL REPORT. 6.CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER REMOVAL AND ABATEMENT OF ASBESTOS AND ALL OTHER HAZARDOUS MATERIALS. CONTRACTOR SHALL REMOVE, ABATE, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. PAVING, GRADING AND DRAINAGE NOTES: 1.THE CONSTRUCTION AREA SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL AND ORGANIC MATTER FROM AREAS TO BE OCCUPIED BY BUILDING AND PAVEMENT. TOPSOIL FOR REPLACEMENT ON SLOPES MAY BE STOCKPILED ON SITE WITH APPLICATION OF REQUIRED EROSION CONTROLS. 2.AREAS TO RECEIVE FILL SHALL BE SCARIFIED AND THE TOP 8 INCH DEPTH COMPACTED TO 95% STANDARD PROCTOR OF THE MAXIMUM LABORATORY DENSITY OR IN ACCORDANCE WITH GEOTECH REPORT. UNSUITABLE AREAS SHALL BE UNDERCUT AND REPLACED WITH SUITABLE MATERIAL BEFORE FILL MATERIAL CAN BE APPLIED. IN AREAS OF EXCAVATION, IF UNSUITABLE SOILS ARE ENCOUNTERED, A QUALIFIED GEOTECHNICAL ENGINEER SHALL RECOMMEND TO OWNER AND CONTRACTOR ON THE METHODS OF UNDERCUTTING AND REPLACEMENT OF PROPERLY COMPACTED, APPROVED FILL MATERIAL. PROOF-ROLLING AND UNDERCUTTING SHALL BE PERFORMED DURING A SUFFICIENT DURATION OF DRY WEATHER. 3.OFF-SITE FILL MATERIAL SHALL BE SUITABLE AND MEET OR EXCEED THE REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT AND SHALL BE FREE FROM UNSUITABLE MATERIAL. 4.AREAS THAT ARE CUT TO SUBGRADE LEVELS SHALL BE PROOF-ROLLED TO DETECT UNSUITABLE SOILS. CUT AREAS ARE TO BE SCARIFIED AND RECOMPACTED TO 95% STANDARD PROCTOR AND TESTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF BASE MATERIAL. 5.CONTRACTOR SHALL TEMPORARILY STABILIZE GRADED AND OTHERWISE DISTURBED AREAS WITHIN 15 DAYS, OR WITHIN TIMEFRAMES SET BY THE AHJ, WHICHEVER IS MORE STRINGENT, AFTER GRADING OR DISTURBANCE ACTIVITY HAS CEASED IN THAT AREA. 6.STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE GROUTED TO ENSURE ALL CONNECTIONS AT STRUCTURES ARE WATER TIGHT. 7.SOIL STOCK PILES OF IMPORTED FILL SHALL BE LIMITED TO 10 FOOT VERTICAL HEIGHT UNLESS APPROVED BY ENGINEER OF RECORD. CONTRACTOR SHALL PROVIDE A REQUEST FOR SUCH STOCK PILES WITH INFORMATION DEMONSTRATING PROPOSED SLOPE STABILITY, ADEQUATE EROSION CONTROLS, AND DRAINAGE CONTROLS. 8.CONTRACTOR SHALL PLACE EXPANSION JOINTS BETWEEN CONCRETE PAVING TRANSITIONS. 9.CONTRACTOR TO PROVIDE 45° CHAMFERED SHAPE AT CORNERS OF CONCRETE PAVING TO INCLUDE CONTROL JOINTS AT TRANSITIONS TO ABUTTING PAVEMENTS, UNLESS OTHERWISE SPECIFIED ON PLAN DETAILS - SEE DETAILS. 10.CONTRACTOR SHALL SUBMIT FOR APPROVAL TO ENGINEER OF RECORD, SHOP DRAWINGS ON ALL PROPOSED PRECAST AND MANUFACTURED STRUCTURES. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY CONTRACTOR SIGNATURE PRIOR TO SUBMITTAL TO ENGINEER OF RECORD FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11.PROPOSED DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 12.PIPE LENGTHS SHOWN ARE THE MINIMUM REQUIRED TO THE INSIDE FACE OF THE DRAINAGE STRUCTURE OR END OF MITERED END SECTION. 13.CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL FLUSH EXISTING AND PROPOSED ONSITE STORM DRAIN PIPES AND STRUCTURES WITHIN WORK AREAS AS NEEDED DURING CONSTRUCTION TO PREVENT DEBRIS ACCUMULATION AND BLOCKAGE. DRAINAGE INFRASTRUCTURE IS TO BE CLEAR OF DEBRIS PRIOR TO CONTRACTOR'S REQUEST FOR ENGINEER'S FINAL INSPECTION DEBRIS FROM FLUSHING IS TO BE CAPTURED, COLLECTED, AND REMOVED FROM SITE TO BE DISPOSED IN A PERMITTED AND APPROVED LOCATION. CONTRACTOR SHALL PUMP DRAINAGE SYSTEM DRY FOR FINAL INSPECTION ACCORDING TO AHJ REQUIREMENTS. 14.CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) OR THE ARCHITECTURAL BARRIERS ACT (ABA) AS APPLICABLE TO THE PROJECT. HANDICAP ACCESSIBLE SIDEWALK RAMPS SHALL BE CONSTRUCTED PER PLAN AND LOCAL AHJ STANDARDS. 15.DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, AS DIRECTED BY ENGINEER OF RECORD, OR AS DESCRIBED BY THE PROJECT SOIL TESTING COMPANY, WITH OWNER APPROVAL. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE TO A PERMITTED AND APPROVED LOCATION, AND SUCH EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 16.CONTRACTOR IS TO PROVIDE A ½” BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE TO ANY BUILDING, STRUCTURE, OR UTILITY SERVICE PAD. 17.GREEN OPEN SPACE ELEVATIONS SHOWN ARE TO TOP OF SOD WITH ASSUMED 2” SOD THICKNESS. CONTRACTOR IS THEREFORE TO PREPARE SODDED AREAS TO A GRADE 2" BELOW OVERLAND FINISHED GRADES AND 2” BELOW ABUTTING PAVEMENT AND CURBING EDGES BEFORE LAYING SOD OR INSTALLING LANDSCAPED MULCH BEDS. ALL AREAS TO BE GRADED AND SODDED MUST DRAIN WITHOUT ANY PONDING. CONTRACTOR WILL BE REQUIRED TO REGRADE AND RESOD ANY AREAS WHICH ARE PONDING OR DO NOT ACHIEVE POSITIVE DRAINAGE. 18.CONTRACTOR IS REQUIRED TO ADJUST SURFACE COVERS (VALVE COVERS, HANDHOLE BOXES, METER PITS, MANHOLE RIMS, ETC.) AS NECESSARY TO MATCH FINISHED GRADE SMOOTH IN LINE AND GRADE. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND LOCAL AHJ REQUIREMENTS. 19.BACKFILL MATERIAL SHALL BE COMPACTED TO THE PLANS AND PROJECT GEOTECHNICAL SPECIFICATIONS AROUND PIPES IN 6" LIFTS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP AND ONE FOOT BELOW BOTTOM OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE FILLED IN 12” MAXIMUM LIFTS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99, MODIFIED PROCTOR. OTHER AREAS TO BE FILLED SHALL ADHERE TO GEOTECHNICAL REQUIREMENTS ON IMPORTED FILL. 20.DRAINAGE AND UTILITY LINE CLEAN OUT ACCESS PORTS IN HARDSCAPE AREAS SHALL HAVE HEAVY DUTY ADA COMPLIANT RIMS, LIDS, AND COVERS SET FLUSH WITH ADJACENT GRADES; LIDS IN NON-HARDSCAPE LANDSCAPED AREAS SHALL BE PLACED IN A 2'X2' SQUARE 4" THK. CONCRETE PAD. 21.CONTRACTOR SHALL COMPACT PERIMETER BERMS AND POND EMBANKMENTS THAT WILL SUPPORT STRUCTURES TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY (MODIFIED PROCTOR) UNLESS OTHERWISE SPECIFIED BY ARCHITECT OR GEOTECHNICAL ENGINEER. FOR ALL OTHER AREAS, CONTRACTOR SHALL COMPACT BERMS AND EMBANKMENTS TO 90 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) IN ACCORDANCE WITH ASTM D1557. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED GEOTECHNICAL TEST REPORTS CERTIFYING THAT PLACED EMBANKMENTS ARE COMPACTED TO THE FULL DEPTH OF FILL. 22.SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE PLANS, THE FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR MUTCD OF THE AHJ AS APPLICABLE. ONSITE PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT MEETING PROJECT SPECIFICATIONS AND LOCAL AHJ REQUIREMENTS UNLESS OTHERWISE NOTED. HANDICAP ACCESSIBLE REQUIREMENTS FOR SIGNAGE AND STRIPING WILL BE PER THE LATEST ADA/ABA CRITERIA USING THE APPROPRIATE TRAFFIC PAINT COLORS UTILITY NOTES: 1.UNLESS OTHERWISE NOTED, UTILITY RELATED CONSTRUCTION, MATERIALS, TESTING AND RECORD KEEPING SHALL CONFORM TO ALL APPLICABLE AHJ STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS TO CONTACT THE UTILITY COMPANY AND ENGINEER OF RECORD TO ARRANGE AND SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION. 3.FOR GRAPHIC CLARITY, NOT ALL FITTINGS ARE DEPICTED ON THE PLANS. THE UTILITY LINE ALIGNMENTS AND CONFIGURATIONS ARE SHOWN FOR LOCATION AND SIZE. PROPOSED WATERMAIN AND SEWER FORCEMAIN FITTINGS ARE SHOWN AT SIGNIFICANT BENDS IN MAINS. ADDITIONAL FITTINGS MAY BE REQUIRED TO BEND MAINS AS SHOWN. ADDITIONAL FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE INSTALLATION OF MAINS AND NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL FITTINGS. CONTRACTOR MAY DEFLECT PROPOSED MAINS TO ROUTE PIPES AS SHOWN, HOWEVER NO DEFLECTIONS SHALL EXCEED THE ALLOWABLE DEFLECTION LIMITS SET FORTH BY PIPE MANUFACTURERS 4.UTILITY PIPE LENGTHS, NOT DRAINAGE, ARE APPROXIMATE AND ARE MEASURED CENTER TO CENTER. 5.CLEAN-OUTS AND VALVE COVERS SHALL BE OF HEAVY DUTY TYPE CASTINGS AND CONSTRUCTION WHEN LOCATED IN PAVEMENTS SET IN A CONCRETE PAD OR COLLAR. COVERS SHALL BE SET FLUSH WITH SURROUNDING PAD OR COLLAR, AND PAD OR COLLAR SET FLUSH WITH FINISHED GRADE. 6.SHOP DRAWINGS FOR WATER AND SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 7.IF CONTRACTOR CHOOSES TO IMPLEMENT APPURTENANCES OR TECHNIQUES SUCH AS TRENCH BOXES, SHEET PILING, DEWATERING, FLATTEN TRENCH SLOPES, ETC. TO FACILITATE CONSTRUCTION, THESE ITEMS SHALL BE INCORPORATED INTO THE BASE BID COST FOR EACH ITEM SUCH THAT NO ADDITIONAL COMPENSATION WILL BE PAID BY OWNER. 8.CONTRACTOR IS REQUIRED TO ADJUST EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADES. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND AHJ SPECIFICATIONS. 9.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, ATTACH PIPE TO, CONNECT HOSE TO OR TAP WATER SUPPLIES FOR CONSTRUCTION UNLESS DULY AUTHORIZED TO DO SO BY THE AHJ AND WITH WRITTEN PERMISSION FROM THE WATER SUPPLY OWNER. CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF WATER SERVICE TO THE PUBLIC, OR TO PRIVATE WATER SUPPLY OWNERS. HFA AND OWNER ARE TO BE HELD HARMLESS. 10.CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR ALL TRENCHING, BACKFILLING AND PIPE LAYING 11.CONTRACTOR SHALL ENSURE THAT CONSTRUCTED UTILITIES ARE VERIFIED INSTALLED, INSPECTED, AND TESTED PER AHJ REQUIREMENTS. 12.CONTRACTOR SHALL MAINTAIN MINIMUM HORIZONTAL AND VERTICAL SEPARATIONS BETWEEN WATER SEWER, DRAINAGE, ELECTRICAL, GAS, CONDUITS, WIRES AND ANY OTHER UNDERGROUND UTILITIES AS DEPICTED IN PLANS OR DISCOVERED, PER UTILITY OWNER AND AHJ REQUIREMENTS. 13.CONTRACTOR SHALL COORDINATE LOCATION AND MARKING OF EXISTING WIRES AND CONDUITS WITH UTILITY PROVIDERS AND SHALL COORDINATE CONSTRUCTION OF PROPOSED WIRES AND CONDUITS. 14.WATERMAIN AND SEWER FORCEMAIN BENDS AND FITTINGS SHALL BE CONSTRUCTED WITH RESTRAINED JOINTS, THRUST BLOCKING OR APPROVED EQUAL PER AHJ SPECIFICATIONS 15.EACH GOVERNING AHJ SHALL BE NOTIFIED NO LESS THAN 48 HOURS PRIOR TO THE INSTALLATION OF PUBLIC UTILITIES, INFRASTRUCTURE, ROADWAY, ETC. TESTING SHALL BE COORDINATED BY CONTRACTOR WITH THE AHJ, AND CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF UTILITY ACCEPTANCES BY AHJ. 16.CONTRACTOR SHALL INSTALL OVERHEAD UTILITIES TO MEET OR EXCEED REQUIRED AHJ CLEARANCE HEIGHTS ABOVE FINISHED GRADE. IF CONSTRUCTED CLEARANCE IS LESS THAN 16.5', OR LESS THAN REQUIRED AHJ CLEARANCE, CONTRACTOR SHALL CONTACT UTILITY, OWNER, AND ENGINEER OF RECORD. HFA IS NOT RESPONSIBLE FOR ANY DAMAGE TO OVERHEAD UTILITIES. 17.CONTRACTOR IS RESPONSIBLE FOR UTILITY COORDINATION NOTIFICATION, AND SCHEDULING OF ALL PARTIES FOR CONSTRUCTION, TESTING, INSPECTION AND CERTIFICATION. 18.CONTRACTOR SHALL NOTIFY AND DOCUMENT NOTIFICATION TO UTILITY OWNERS AND AGENCIES NOT LESS THAN (2) FULL BUSINESS DAYS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION. UTILITY OWNERS AND AGENCIES ARE LISTED ON THE COVER SHEET. NOTICE OF INTENT TO START CONSTRUCTION SHALL ALSO BE SENT TO ALL AVAILABLE INTER-AGENCY NOTIFICATION SYSTEMS THAT MAY EXIST, SUCH AS 811 ONE-CALL, MISS UTILITY, DIG SAFE, ETC. HFA AND OWNER ARE NOT RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIES. EROSION CONTROL NOTES: 1.WASH WATER FROM CLEANING CONCRETE TRUCKS, CONSTRUCTION VEHICLES, CONSTRUCTION EQUIPMENT, ETC. SHALL BE COLLECTED, DETAINED AND PROPERLY TREATED OR DISPOSED ACCORDING TO AHJ DETAILS AND SPECIFICATIONS. 2.CONTRACTOR SHALL DEFINE AND DEPICT PLAN SHEET LAYOUTS OF ONSITE AND OFFSITE AREAS FOR THE TEMPORARY PARKING AND STORAGE AREAS, EQUIPMENT FUELING, MAINTENANCE AND CLEANING AREAS, AND AREAS FOR PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. 3.CONTRACTOR WILL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS NECESSARY TO MAINTAIN AHJ STANDARDS FOR STORMWATER RUNOFF AS THE PROJECT PROGRESSES AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4.CONTRACTOR SHALL INSPECT, REPAIR, ADJUST, AND ADD EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION AS NECESSARY TO MAINTAIN EFFECTIVE EROSION CONTROLS FOR ALL POINTS OF DISCHARGE 5.CONTRACTOR SHALL VERIFY TEMPORARY STABILIZATIONS ARE EFFECTIVE AT THE END OF EACH WORKING DAY. THIS INCLUDES MAINTENANCE AND REPAIR OF PERIMETER CONTROLS, BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 6.WHEN TEMPORARILY STABILIZATION IS REQUIRED, AFTER 15-DAYS OF INACTIVITY, AND WHEN TRANSITIONING TO PERMANENT STABILIZATION, CONTRACTOR SHALL PROVIDE COMPLETE AND UNIFORM STABILIZATION COVERAGE THAT MINIMIZES EROSION AND SEDIMENT-LADEN RUNOFF ACCORDING TO THE FOLLOWING, OR AS SPECIFIED BY THE AHJ: A.ZERO TO 10% SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF SEEDING AND MULCHING. PERMANENT STABILIZATION IS WITH SOD. B.10:1 UP TO 4:1 SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF HYDRO-SEEDING WITH MULCH AND FERTILIZER, SOD, OR GROUNDCOVER. PERMANENT STABILIZATION IS WITH SOD. C.4:1 TO 3:1 GRADE: THE TEMPORARY SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO-SEEDED WITH MULCH AND FERTILIZER. PERMANENT STABILIZATION IS WITH STAKED SOD, OR GROUNDCOVER PLANTINGS IN ACCORDANCE WITH THE LANDSCAPING PLAN. D.GREATER THAN 3:1 GRADE: ANY TEMPORARY GRADES GREATER THAN 3:1 SHOULD NOT BE LEFT DENUDED OR UNSTABILIZED FOR MORE THAN 15 DAYS, SHOULD BE INSTEAD BROUGHT TO FINISHED GRADE WITH COMPACTION AS EARLY AS FEASIBLE, AND STABILIZED WITH ONE OF FOLLOWING, AS APPROVED BY ENGINEER OF RECORD: 1.TURF REINFORCEMENT MATTING; CRIBBING WITH LANDSCAPE FABRIC; TERRACING WITH GROUNDCOVER; RIPRAP; STAKED SOD (UP TO 2:1 SLOPE). IF CRIBBING, TERRACING, OR RIPRAP IS USED, THE SLOPE'S STABILITY AND RESISTANCE TO EROSION MUST BE EQUIVALENT TO OR BETTER THAN ITS PREDEVELOPMENT STATE. 2.RETAINING WALL PER APPROVED PLANS. 7.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WHERE DRY CONDITIONS GENERATE NUISANCE AIRBORNE DUST TRANSPORTING OFF THE SITE. IN SUCH CONDITIONS, CONTRACTOR SHALL DEVELOP A PLAN FOR SPRAYING WATER AS DUST CONTROL OR EMPLOY OTHER METHODS CONSISTENT WITH THE SWPPP. 8.A STABILIZED STONE CONSTRUCTION ENTRANCE/EXIT IS REQUIRED ON CONSTRUCTION SITES. EACH CONSTRUCTION ENTRANCE/EXIT MUST BE ACCORDING TO AHJ DETAILS AND SPECIFICATIONS, OR AT LEAST 20' WIDE BY 50' LONG BY 6” THICK LAYER OF STONE (MINIMUM AVERAGE STONE DIAMETER OF 3”) STABILIZED BY HEAVY DUTY GEOTEXTILE FABRIC UNDERLAYMENT. IF THE TEMPORARY CONSTRUCTION ENTRANCE/EXIT IS AT AN EXISTING CURB, TEMPORARY WOODEN RAMPS ARE ACCEPTABLE, BUT LOOSE MATERIAL SUCH AS FILL DIRT OR GRAVEL SHALL NOT BE USED TO RAMP UP FROM THE STREET. 9.CONTRACTOR IS RESPONSIBLE FOR MINIMIZING DEBRIS, MUD AND SOIL IN THE PUBLIC WAY AND SHALL IMMEDIATELY CLEAN SUCH DEBRIS TRACKED ONTO PUBLIC STREETS FROM THE CONSTRUCTION SITE VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE STORM DRAINAGE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROTECTING STORM DRAINAGE SYSTEMS DOWNSTREAM OF A DEVELOPMENT SITE FROM DEBRIS, MUD, OR SOIL USING ADDITIONAL INLET PROTECTION METHODS AT INLETS RECEIVING DIRECT RUNOFF, IF NOT DEPICTED ON THE PLANS. 10.THE PROPERTY OWNER OR CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS AND STUBS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION. 11.CONTRACTOR IS RESPONSIBLE FOR KEEPING WEATHER, INSPECTION, AND REPAIR RECORDS OF EROSION CONTROLS ONSITE AT ALL TIMES TO COMPLY WITH NOTICES OF INTENT (NOIS) AND SWPPP REQUIREMENTS THROUGHOUT CONSTRUCTION. HFA HFA-AE , LTD. (2) A 2 A 7YCENSeO ★* ©0,‘P,"GiNESg %,8/7DAVWS8 No. 52179 PROFESSIONAL A A A A A C1.2 ALDOT NOTES 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 Permit General Notes: 1.All meters shall be installed off of ALDOT Right-of-Way. 2.All manholes, valve boxes, and hand holes should be flush with existing ground. 3.Applicant shall contact the District Administrator 48 hours prior to beginning work on ALDOT Right-of-Way. The District Administrators are as follows: Area- 9 (91)Mobile County – David A. Hollowell, (251) 470-8219 (92)Baldwin County – Jason Shaw, P.E. (251) 937-2086 (93)Escambia and Conecuh Counties – Tammy W. Evers, (251) 578-7546 4.The Engineer of Record shall promptly write an As-Built Certification letter to the District Administrator requesting an inspection upon completion of the permitted work. Any punch list items shall be completed prior to Provisional Acceptance of work. 5.Bonds submitted for permits shall be held for a (1) one-year Maintenance Period which begins on the Provisional Acceptance date issued by the Department. During this time any failures, deficiencies, or maintenance care shall be the responsibility of the applicant. At the end of the Maintenance Period the applicant or Engineer of Record shall submit a bond release request letter to the District Administrator, bonds are not released without request. 6.All traffic control shall be in accordance with Part 6 of the Manual on Uniform Traffic Control Devices (MUTCD) 2009 edition. (If project necessitates lane closure, lane closure must be made part of the permit.) 7.Onsite Representatives & Contact Information: Mike Tierney - mtierney@transcendentbrandco.com - 508-561-4903 8.Onsite representatives will have on hand, at all times: (1)Approved permit and plans stamped by the Region Engineer (2)Traffic Control Plans (3)Erosion Control Plans 9.All disturbed areas on ROW shall receive 4” of topsoil and be sodded or seeded as directed by the Department. 10.All work on the ROW will be in conformance with the latest edition of ALDOT Standard Specifications. 11.Electric power and communication facilities will conform to the current applicable National Electrical Safety Code. 12.A Best Management Plan shall at minimum return all exposed areas to original or better condition and require stand of grass and/or sod before acceptance. Silt fence and any other erosion control items needed shall be used to prevent erosion. (NO HAYBALES ARE ALLOWED IN ROW) 13.All trees over 4” DBH shall not be cut/removed without written permission from ALDOT. 14.Absolutely no bore pits shall be allowed to be unfilled and/or uncovered overnight unless protected. (Bore pits have a maximum of 72 hours to be open before filled.) 15.Upon completion & any time thereafter, ALDOT retains the right to request an As-Built plan of any permitted work in said department’s Rights-of-Way (ROW). 16.WARNING: Do not disturb Survey Markers located on ALDOT Right-of-Way. Any property markers disturbed during construction shall be re-established by an Alabama licensed professional land surveyor at the expense of the permit applicant. 17.The total area to be disturbed during construction of this permit: 1.0 acre(s).(On & Off ROW combined). 18.Water lines shall conform to the currently applicable standards of the American Water Works Association. 19.Pressure pipelines shall conform to the currently applicable sections of American National Standards Institute (ANSI). 20.As required by Alabama Act 94-487: Call two working days before excavation 1-800-292-8525, Alabama Line Location Center, Inc. 21.All existing utility facilities in the proposed work area shall be physically located both horizontally and vertically. a.The utility facilities in work area are represented to the best of my knowledge, according to locates provided by 811 and individual due diligence. Engineer Initials GDS b.811 Ticket # _______TBD________________________________ 22.Any ornamental vegetative landscaping (shrubs, flowers, ornamental grass, etc.) disturbed during construction shall be replaced, transplanted, or sodded by the applicant as directed by the Alabama Department of Transportation District A dministrator. 23.All fill material or onsite debris deposited in the right-of-way shall be removed prior to issuance of final acceptance to begin the one-year maintenance period of the permit contract. 24.The applicant shall see that all solid waste (I.E., wood, stumps, etc.) is disposed of in accordance with applicable regulations of the Alabama Department of Environmental Management (ADEM). 25.Property obstructions which are to remain in place, such as historical structures, trees, drains, water or gas pipes, poles, wall, etc., are not to be disturbed unless noted and approved by SHPO, ALDOT, ADEM, EPA, etc. 26.The applicant is responsible to see that streets are cleaned immediately after concrete or other delivery trucks leave the site. Mud and debris are to be kept off streets, and out of inlets, ditches, etc. 27.Fuel tanks shall not be stored on the right-of-way overnight. Vehicles transporting fuel, chemicals, fertilizers, etc. onto right-of-way shall not be left unattended. 28.The applicant or Engineer of Record shall promptly notify ALDOT of any perceived conflicts, ambiguous items or deficiencies in the plans, specifications, general notes, or related contract documents. 29.For work within Interstate ROW, all ingress and egress to worksite shall be from applicant’s property. No access shall be gained from the Interstate ROW. Equipment and materials shall not be stored on Interstate ROW. 30.Milepost(s) 2.184 Speed Limit 55 MPH 31.Is drainage/ runoff from this site directed onto state ROW? (circle) YES or NO Engineer Initials ___GDS_______ 32.Are utility, signal or light pole, related conflicts present or are any relocations required for this project to be constructed as proposed in these plans? (circle) YES or NO Engineer Initials _____GDS______ 33.Minimum cover over utilities shall be maintained upon completion of work. YES or NO Engineer Initials ______GDS______ 34.The legal permit applicant is held responsible and liable for all damages, actions, or responsibilities of their appointed contractors, assigns, or appointees. Brew Horizons, LLC ____________________________________________ APPLICANT NAME mtierney@brew-horizons.com ____________________________________________ APPLICANT EMAIL ADDRESS 508-561-4903 ____________________________________________ APPLICANT PHONE NUMBER 2000 West Park Drive, Suite 130 Westborough, MA 01581 ____________________________________________ APPLICANT MAILING ADDRESS 2000 West Park Drive, Suite 130 Westborough, MA 01581 ____________________________________________ MAILING ADDRESS FOR APPROVED PERMIT _____11/21/2025 _ DATE __________GARRETT D. SMALL, PE______________ ENGINEER OF RECORD 479-360-6267 ____________________________________________ ENGINEER’S PHONE NUMBER garrett.small@hfa-ae.com ___________________________________________ ENGINEER’S EMAIL ADDRESS HFA HFA-AE , LTD. o oo (2) A A ★* S AA A △ A A A “"BA" SSSineS %,/rDAvV® 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E L/SL/S LOT 6 LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' GRASS GRASS GRASS GRASS GRASS N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF DEMOLISH EXISTING SIDEWALK. SAWCUT AT LIMITS OF SIDEWALK DEMO REFER TO THE GRADING PLAN IN THIS SET. EXISTING STORM DRAIN LINE TO BE PROTECTED UTILITY POLE AND OVERHEAD LINES TO BE PROTECTED AND MAINTAINED (TYP). APPROXIMATE LOCATION OF JOBSITE TRAILER EXISTING WATER TAPS AND SERVICE LINES TO BE MAINTAINED AND PROTECTED. REFER TO UTILITY PLAN (TYP.) EXISTING CURB CUT TO BE PROTECTED. REFER TO EROSION CONTROL PLAN (TYP.) CATCH BASIN TO BE PROTECTED AND MAINTAINED LIMIT OF STANDARD CURB AND GUTTER DEMOLITION. CLEAN, SAWCUT AT EXISTING EOP. REFER TO GEOTECHNICAL REPORT FOR BUILDING DEMOLITION AND BUILDING PAD PREPARATION PROVISIONS PROTECT ALL EXISTING ONSITE LANDSCAPE PLANTINGS (TYP.) REFER TO GEOTECHNICAL REPORT PRIOR TO START OF DEMOLITION CLEAN SAWCUT AT EOP. DEMOLISH 50 LF CURB STORM JUNCTION BOX TO BE PROTECTED AND MAINTAINED DEMOLISH 50 LF SIDEWALK LIMIT OF CURB DEMOLITION MAINTAIN CURBING ON THIS SIDE OF SIDWALK CLEAN SAWCUT AT EOP. 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 113 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 11 6 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C2.0 EXISTING CONDITIONS AND DEMO PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M PROPOSED LEGEND 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPERTY LINE LIMIT OF WORK/LIMIT OF DISTURBANCE PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. TPF TREE PROTECTION BOUNDARY SHEET NOTES 1.REFER TO EROSION CONTROL DETAILS. 2.DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3.TOTAL LIMIT OF DISTURBANCE IS 45,094 SF (1.03 AC). 4.REFER TO EROSION CONTROL PLAN AND LANDSCAPE DETAILS FOR TREE PROTECTION MEASURES. CENSeO **/ ©0,C‘PG1 NES* '"^r DAVVS No. 52179 PROFESSIONAL $ YENs. © • / 1/ ,7!: //X S/ 'V/ j r “ la C) ()N JA8 I TI \ \ / //I /I /@\ /I I I . X r ZW □ ||| I / / I I ! I I /! \ ) / / | I I I I I I I n I / ! i/ / I | / / I i/ ' l II / / / I I ! / // II II I, I j /II ! I I / I107Bv / 'll II II I | V | II ll II A / / / -1. / I i AC I / I I I ----- 5 ° I J ©Il i () L! 4/ r & 1 - W / 4 Q £ i li i 1 X HFANHFA-AE , LTD. S A A A A A A I I il i l i ol d m x o ° 0 _ p I I 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 113 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 11 6 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 111 111 112 112 11 3 11 3 11 4 11 4 114 11 5 11 5 11 5 11 5 11 5 115 115 116 116 116 11 6 117 117 117 117 117 117 11 7 117 113 113113 114 115 115 11 611 6 116 116 116 11 6 116 11 6 116 116 116 116 11 6 116 116 11 6 11 6 116 116 116 117 117 SILT FENCE FINAL GRADES. REFER TO GRADING PLAN CONCRETE WASHOUT EROSION EELS SEDIMENT BARRIER FOR INLET PROTECTION (TYP.) CONSTRUCTION ENTRANCE (STABILIZED) DIRECTION OF RUNOFF (TYP). APPROXIMATE LOCATION OF LAYDOWN AREA SWPPP BOARD (AS REQUIRED) CONSTRUCTION TRAILER EROSION EELS AS SHOWN. DEPRESSIONS UTILIZED FOR SILT TRAPS ARE TO BE CLEANED AND MAINTAINED. CONTRACTOR TO REMOVE SOIL DEPOSITS FORMED DURING CONSTRUCTION, SCARIFY FINISHED GRADE, AND STABILIZE DEPRESSED AREA TO ENSURE LONG TERM FUNCTIONALITY OF STORMWATER LID FEATURES ACROSS THE SITE. PROTECTED CURBED INLET WITH EROSION EELS (TYP.) CURB CUT SEE GRADING PLAN (TYP.) C3.0 EROSION CONTROL PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 PROPOSED LEGEND SHEET NOTES 1.PRIOR TO REMOVAL OF EROSION CONTROLS SHOWN FOR PHASE 1, THE FOLLOWING CONDITIONS ARE TO BE MET: 1.1.LANDSCAPE AREAS TO BE SEEDED AND STABILIZED. 1.2.INSTALLATION OF PAVEMENT IS TO BE COMPLETED. 1.3.SILT TRAPS ARE INSPECTED, CLEANED, AND REPLACED AS REQUIRED TO MAINTAIN WORKING CONDITION. 1.4.BUILDING MATERIALS AND MISCELLANEOUS ONSITE MATERIALS HAVE BEEN REMOVED FROM THE SITE. 2.DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3.CONTRACTOR IS TO LEGALLY DISPOSE OF CONSTRUCTION ENTRANCE ONCE CONSTRUCTION IS COMPLETE. PROPERTY LINE SILT FENCESF STABILIZED LANDSCAPE AREAS FLOW ARROW PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. HFANHFA-AE , LTD. 4 // 1 / A (3II S A ) ATMFfQ \(11 \ C) , 1( / I II II'1 t1I fli7 i / // . !/// V7 ।/||(SroP)Y I ** ©0,‘PG1 NES* DAVVS/el D ।Vr— L.7 IW 7 11 / II II II I ll No. 52179 PROFESSIONAL I I i -/ t/ 'I de 1/ // / jl /II II / /1..... i c) 277 _i - N A A A A A / / I/ 0 / Ze-_Ct © CC JUA BA /” * VceNse, 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W G G G LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 LOT 1 LOT 3 18 10 ' U . E 21 16 16 15 '16 15' 16 22 22 22 22 22 22 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) 15' 16 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' 84' 10' 20' 67 ' 69 ' 117.3' LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSL GT NO PARKI N G 9 2 1 3 4 5 6 7 9 8 11 13 1012141516 NB I P Y TRANSITION TO AL-DOT TYPE M-4 CURB AL-DOT TYPE M-4 CURB TRANSITION TO AL-DOT TYPE M-4 CURB EXISTING SIDEWALK AND CURBING NEW CURBING ALONG EXISTING DRIVE AISLE MATCH CURB TO EXISTING START OF STRAIGHT CURB WAY FINDING SIGNAGE (8TYP. END OF STRAIGHT CURB START OF STRAIGHT CURB 138 LF STRAIGHT CURB END OF STRAIGHT CURB14 LF STRAIGHT CURB DETECTABLE WARNING STRIPS (TYP.) ALDOT AND ADA COMPLIANT CROSSWALK MARKINGS START OF STRAIGHT CURB END OF STRAIGHT CURB START INTEGRAL CURB 55 LF INTEGRAL CURB END INTEGRAL CURB START OF STRAIGHT CURB 101 LF STRAIGHT CURB END OF STRAIGHT CURB START INTEGRAL CURB 25 LF INTEGRAL CURB END INTEGRAL CURB. TC TO MATCH BLDG FFE START CURB TAPER HD AC PAVEMENT TO MATCH FFE. SEE DETAILS. DO NOT ENTER SIGN FACING SITE ENTRANCE (MUTCD R5-1) (TYP.) (MUTCD R6-2R) RIGHT TURN ONLY STACK SPACE LENGTH MIN. 20FT (TYP.) EXISTING FIRE LANES WITHIN DRIVE AISLE ACCESS CONCRETE SIDEWALK ADA CONCRETE SIDEWALK (TYP.) TYPE II ADA RAMP IN SIDEWALK TYPE IV ADA RAMP IN SIDEWALK 504 LF STRAIGHT CURB SITE LIGHT POLES. REFER TO PHOTOMETRIC PLAN AND SITE ELECTRICAL PLAN BY OTHERS GRADE SIDEWALK TO BLDG FFE. SEE GRADING PLAN. PARKING SPACE DESIGNATED AS VAN ACCESSIBLE ADA PARKING AND SIGNAGE. SEE SITE DETAILS HEAVY DUTY ASPHALT CONCRETE (AC) PAVEMENT 7BREW DIRECTIONAL ARROW THERMOPLASTIC WHITE (TYP. UNLESS OTHERWISE NOTED) 4" THERMOPLASTIC LINE TO DELINEATE DRIVE-THRU FROM BY-PASS LANE DIRECTION TRAFFIC ARROW WITHIN SITE. STYLE TO MATCH BRAND SYMBOLOGY (TYP.) 4" THERMOPLASTIC BLUE (TYP.) 12" WIDE STOP BAR AND TEXT. WHITE THERMOPLASTIC (SEE PAVING PLAN FOR DIMENSIONS) (TYP.) BYPASS LANE. RED THERMOPLASTIC ARROW AND TEXT STRIPED AREA. THERMOPLASTIC SINGLE BLUE SOLID LINE 4" AT 45 DEG. AT 2'-0" O.C. MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION) TRASH ENCLOSURE. SCREENING REQUIRED BOLLARD (TYP.) SLIDING GLASS DOOR 240 SF COOLER 510 SF BUILDING STANDARD DUTY ASPHALT CONCRETE PAVEMENT START CURB TAPER STORMWATER MANAGEMENT AREA HEAVY DUTY CONCRETE PAVEMENT BUILDING SETBACK LINE LANDSCAPE SETBACK LINE 12" WHITE DO NOT ENTER STOP BAR AND TEXT 610 SF OF 1FT WIDE GORE STRIPING LOADING ZONE 48 LF STRAIGHT CURB ~285 LF MULTI-USE PATH (SIDEWALK). REFER TO SIDEWALK DETAIL FOR INSTALLATION. PROVIDE 4" DASHED PAINTED YELLOW STRIPING ON CENTER, AS SHOWN. TERMINATE MULTI-USE PATH INSTALLATION AT PROPERTY LINE TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS. NEW CURB RADIUS. TIE INTO EXISTING CURB ALONG DRIVE AISLE AND TAPER TO FG AROUND RADIUS. MAINTAIN EXISTING CURB. REPLACE CONCRETE SIDEWALK AS REQUIRED TO MAINTAIN ADA REQUIREMENTS. TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS. UTILIZE EXISTING DRAINAGE STRUCTURE WITHIN MULTI-USE PATH FOR UNIFORMITY. PROVIDE AN ISOLATION JOINT AND SET PATH FLUSH WITH STRUCTURE (AT GRADE) SEE LEGEND 12' ADA ACCESS ROUTE TO FACILITY FROM NEW TRAIL C4.0 SITE PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND SHEET NOTES WHEEL STOP BOLLARD PARKING COUNT ADA PAVEMENT MARKINGS (SEE NOTES) PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) W WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PR O P O S E D P A S S T H R U P A V E M E N T MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) 1.REFER TO SITE DETAILS. 2.REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3.REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4.REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5.REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6.REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. GT PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) BUILDING OVERHANG 7 PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) SITE DATA B BIODEGRADABLE ROLLED EROSION CONTROL SOIL STABILIZATION PRODUCT. REQUIREDOVERALL SITE DATA HFAGENERAL BUSINESS (B-2) HFA-AE , LTD. / 72722 o /))«< 5 9 STOP1 per 100 SF plus 1 1 per 100 SF plus 1 0--o b_ee/• 1 4 -<G I □ □) (2)N / 4 AN------ <7.A -0 'I TR *A I 1 1 |F LA Li!<I I\ ‘A 1I(X771.13 SuC/ __EE — v / 1 fv CENSesB/Oi' r * !7 *//©D0DJ —0,C,‘PGiNEPo*,rrDAV\OS, 1 00/24■■Il s. 22 I . il : od\ W iitma r V—7T } il \ © / N esscncr============================= 1 ll No. 52179 PROFESSIONAL REQUIRED Per code PROVIDED Per code \ -) I ll ,7 i(7 L..I i ii, ■ ll til * / | C _____________________ SITE AREA (AC) __________________ BUILDING GFA(SF) ____________________________ZONING _______________________________ USE _________________ OVERLAY DISTRICT ________________ MIN. LOT WIDTH (FT) ________________ MIN. LOT DEPTH (FT) ____________ MIN. LOT COVERAGE (SF) ________ MAX. IMPERVIOUS COVERAGE ___________ FLOOR AREA RATIO (UNO) _______________ BUILDING HEIGHT (FT) SETBACKS ________________________ FRONT (FT) _________________ SIDE INTERIOR (FT) __________________SIDE CORNER (FT) _____________________SIDE REAR (FT) _______________________PARKING (FT) __________________________BUFFERS _______________________ LANDSCAPE _________________ DRIVE THRU STACK _______________________SCREENING ____________ALONG PROPERTY LINES ____________ ONSITE MEP EQUIPMENT TRASH ENCLOSURE/ACCESSORY USE _____________DRIVE THRU STACKING STACKING SPACE SIZE (FT x FT) STACKING CUE LENGTH (SPACES) __________ FACILITY INGRESS/EGRESS ______________ LOCATION WITHIN SITE __________________________PARKING ________________ TOTAL SPACES (EA.) _____________________ CALCULATION: DRIVE AISLE WIDTH AT STALLS (FT) STALL ANGLE - 90 DEGREE (DEG) STALL ANGLE - 60 DEGREE (DEG) PARKING STALL DIMENSIONS (FT x FT) WHEELSTOP/SPACING PROVISIONS: ____________________LOADING SPACE BICYCLE PARKING _____________ BICYCLE PARKING CALC ________________ TOTAL SPACES (EA.) __________________________SIGNAGE SIGNAGE REQUIREMENTS 10x20 Per code YES (12x55) PROVIDED Per code X 10x20 Per code YES (12'x55') REQUIRED Per code X bd /// / // 14 N/A 10x20 with stops 14 N/A 10x20 with stops NONE N/A N/A N/A NONE N/A 30 MAX. REQUIRED 20 0 0 0 10 REQUIRED 10 N/A REQUIRED None N/A YES REQUIRED None None Per code Per code REQUIRED W 84 67 69 117 10 PROVIDED 10 N/A PROVIDED None N/A YES PROVIDED 10x20 7 (Min.) Per code Per code PROVIDED \ W ) J // i ABAA” =" - .7 . )] / A △ A A A _______PROVIDED_______ _________ 1.014_________ ________44,168________ GENERAL BUSINESS (B-2) SERVICE-RESTAURANT _________ NONE_________ __________ N/A__________ __________ N/A__________ __________ N/A__________ 58% __________ N/A__________ 20 PROVIDED A Zwznzzznddpb S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°01'35" W 45.36' GT NO PARKI N G 9 57' 10' 16 . 7 ' 14.2' 16 . 7 ' 12 ' 55' 6' 27 . 5 ' 24.1' 4.9' 2'39.2' 3' 13 . 7 ' 5.1' 10' 0' 7.2' 28 . 5 ' 6' 15' 4' 5.2' 35 . 5 ' 15 . 3 ' 34.3' 5' 25.3'9. 8 ' 9.9' 5' 10' 13 . 7 ' 8.5' 54.3' 7.1' 26.5' 19.8' 5' 7. 5 ' 29 . 1 ' 9.3' 8' 10' 20 ' 10' 61.8' 20 . 4 ' 102.1'10.7' 15 . 3 ' 22 . 3 ' 24 ' 5' 2' 8' 5' 6.3 2 ' 7' 24' 16 ' 19' 2' 14 ' 13 ' 13 ' 3' 84.3' 11' 6' 2.81' 85' 96 ' 12' 16.5' 72 . 4 ' 15.4' 14.5'31 . 1 6 ' 32.24'25' 13' 18 ' 4.23 ' R45 ' R3' R234 . 3 ' R30 ' R42 . 5 ' R3. 5 ' T Y P . R15 ' T Y P . R12' R1 7 . 5 ' R8 ' R95.31' R3' R1' R6' R2 ' R10' R1 0 ' R1 3 ' R3' R26' R1 4 ' R1' 3.0 (+0.0/-0.3') C5.0 PAVING PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND WHEEL STOP BOLLARD PARKING COUNT ADA PAVEMENT MARKINGS (SEE NOTES) PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) W WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PR O P O S E D P A S S T H R U P A V E M E N T MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GT PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) BUILDING OVERHANG PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) 7 SHEET NOTES 1.REFER TO SITE DETAILS. 2.REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3.REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4.REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5.REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6.REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. HFANHFA-AE , LTD. (27272 o <« ■ • S L G 019 <7-A — 1222422 — -i i* |—« —a.San ii7 )iTT +- / T I Y CENSeOI*-—Jr *a “3 © s . xxxe xx . o . xoxe . xx . s(CL 3 IAI27 ’ ■. 1 S X -_"______________ "_____ 4 It I© W 1 in Eiil o ®E •S No. 52179 PROFESSIONAL I II 'I [ I I ll I —T ■ II I H I I @ al 6y STOP □ o •• I h trre A △ A A A p“g \ \ ACABA A”s $ * . / / / i // ,6 Q‘P,"GiNc) »,C/rDAVYO ""/lllllllll"" F r BE BE BE BE BE BE BE BE BE BE BE BE BE BE SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT NO PARKIN G SD SD SD INSET-1 (SEE SHEET C6.0) 1.0% 1.2% 1.0 % 0.0%0.2%1.0% 1.0 % 1.0% 1. 0 % 1. 0 % 1.2 % 4.5%0.9% 4.1% 1.1%2.0% 2.0%1.6% 0. 8 % 1.1 % 0.7 % 0.0% 1.0% 2.0% 2.5% 2.0% 2.6% 4.6% 0.8 % 1.1 % 2.5 % 5.0% 2.3%2.2% 2.1 % 1.3% 2.2% 3.3 % 0.0% 3. 0 % 1. 9 % 1.2% 1.7% 0.1% 1.5 % 1.0 % 1.2 % 1.0 % 1.2% 0.4% 1.6% 1.4% 5. 1 % 2. 3 % 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 5 11 6 116 116 11 6 116 11 7 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 2.9% 3. 3 % 1. 9 % 1. 7 % 1. 3 % CONTRACTOR TO COORDINATE BYPASS DURING CONSTRUCTION 12" HDPE L=76.3 FT S=1.0% 2.6% REFER TO INSET FOR CONTINUATION 1.0% 1. 2 % 15" HDPE L=16.4 S=1.0% CONTRACTOR TO MODIFY STRUCTURE. 12" CORE ON WEST SIDE OF STRUCTURE. LOCATE COREMIN. 6" FROM TOP OF STRUCTURE BODY. PROVIDE TRASH RACK AND RIP RAP. GRADE AS REQUIRED TO PROVIDE RIP RAP AND 12" EXPOSED CORE. 1.0% 1.5% 8" HDPE L=29.0 FT S=2.0% 115.8 (MIN) 115.8 (MIN) 6" PERF.HDPE L=40' S=1.0% 12" HDPE L=30' S=1.0% 12" HDPE INV.=111.70 10" NDS CATCH BASIN RIM=115.10 6" INV. IN=112.19 12" INV. OUT=112.09 6' WIDE OVERFLOW FG 115.50 FOREBAY BOTTOM FG 115.00 TC 117.82 TC 117.68 TC 117.55 TC 117.55 TC 117.08 TC 117.14 TC 116.90 TC 117.00 TC 116.83 TC 115.88 TC 116.02 TC 116.09 TC 116.77 TC 117.21 TC 117.36 TC 117.46 TC 117.36 TC 117.16 TC 117.25 TC 118.05 TC 118.05 TC 117.94 TC 117.78 SW 117.07 SW 117.02 TC 117.70 TC 117.69 TC 117.66 TC 117.00 (EXST.) TC 117.32 (EXST.) FG (EG) 117.00 FG 116.91 FG (EG) 117.00 FG (EG) 117.00 FG (EG) 117.00 TC 117.81 FG 116.72 FG 116.47 FG 116.66 FG 116.50 FG 116.73 FG 115.50 FG 115.84 FG 115.91 FG 115.70 FG 116.04 FG 116.51 FG 116.51 FG 116.22 RIM 116.33 RIM 117.53 TC 116.92 TC 116.71 FG 115.84 FG 115.79 FG 116.14 FG 116.17 FG 116.81FG 116.78 FG 116.56 FG 116.64 FG 116.60 TC 117.36 TC 117.41 TC 117.61 FINISHED FLOOR ELEVATION 117.36 FINISHED FLOOR ELEVATION 117.36 TC 116.67 TC 116.98 DS-07 4FT CURB CUT TC 117.22 G (INV.) 116.72 DS-10 2FT DEPRESSED CURB TC 116.23 G (INV.) 115.73 FG 115.89 FG 116.01 FG 116.09 FG 115.53 FG 115.33 FG 113.54 FG 113.73 FG 112.41 FG 112.67 FG 114.27 FG 114.45 FG 114.25 FG 114.43 DS-04 5FT CURB INLET TC 115.54 G INV. (S) 115.04 INV. (S) 110.82 INV. (N) 110.52 DS-06 CLEANOUT RIM 114.95 INV=111.95 DS-01 JUNCTION BOX RIM 114.24 INV(N)=108.42 (FIELD VERIFY) INV(S)=108.32 (FIELD VERIFY) INV(W)=111.44 INV-OUT 8" HDPE (E)=112.02 DS-05 4X4 JUNCTION BOX RIM 115.87 INV(N)=111.19 INV(E)=111.29 INV(S)=111.29 DS-03 SC-800 STORMTECH CHAMBER SYSTEM INV=110.42 (BOTTOM OF STONE) DS-11 2FT DEPRESSED CURB TC 116.59 G INV. (S) 116.09 TC 115.56 TC 115.79 INSPECTION PORT 111 111 112 112 11 3 11 3 11 4 11 4 114 11 5 11 5 11 5 11 5 11 5 115 115 116 116 116 11 6 117 117 117 117 117 117 11 7 117 113 113113 114 115 115 11 611 6 116 116 116 11 6 116 11 6 116 116 116 116 11 6 116 116 11 6 116 116 116 116 117 117 SW 115.90 TC 116.39 SW 115.95 FG 115.91 FG 115.87 FG 116.39 FG 116.39 TC 116.33 INSET-1 (SEE SHEET C6.0) GT S S SSSSS S SD SD SD SD SD SD SD SD SD SD SD SD 114 115 115 1.7% 1. 7 % 2. 0 % 2.3% 0.0%0.0% 4.3% 1.3% 7.5% 3.1% 1.0% 1.0% 6.0% 2. 1 % 3. 1 % 2. 7 % 2. 1 % 2. 6 % 7. 9 % 1.0% FG 117.26 FG 117.21 FG 117.00 FG 117.01 RIM 116.99 RIM 117.08 RIM 117.00 RIM 117.05 TC 117.26 TC 117.21 TC 117.26 TC 116.96 TC 116.96 TC 117.01 TC 117.07 TC 117.26 TC 117.27 DS-09 ADS AREA DRAIN INLET RIM 117.36 INV=112.50 DS-07 CLEANOUT RIM 117.24 INV=112.54 DS-08 CLEANOUT RIM 117.07 INV=112.36 FINISHED FLOOR ELEVATION 117.36 FINISHED FLOOR ELEVATION 117.36 FG 117.35 FG 117.36 FG 117.36 FG 117.36 FG 117.36 FG 117.36 TC 117.36 FFE117.36 SW 117.36 FFE117.36 SW 117.36 TC 117.36 TC 117.23 SW 117.23 SW 117.18 DS-12 CLEANOUT RIM 117.07 INV=113.35 WYE INV=112.16 6" HDPE L=13.9 S=2.0% 6" HDPE L=37.0 S=2.0% 6" HDPE L=3.3 S=2.0% 6" HDPE L=16.7 S=2.0% 6" HDPE L=16.7 S=2.0% 6" HDPE L=14.7 S=2.0% 6" HDPE L=19.2 S=2.0% 6" HDPE L=17.6 S=2.0% WYE INV=112.44 WYE INV=112.51 WYE INV=113.25 WYE INV=111.83 WYE INV=111.53 WYE INV=111.91 WYE INV=112.27 6" HDPE L=24.0 S=1% 6" HDPE L=6.0 S=2.0% WYE INV=111.94 FG 116.92 FG 116.92 FG 116.84 FG 116.84TC 116.96 TC 116.96 SW 116.49 SW 116.48 1.5% C6.0 GRADING PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND STORM SEWER JUNCTION BOX ROOF DRAIN CLEANOUT OPEN GRATE INLET CURBED INLET TC XXX.XX G XXX.XX FG XX.XX RIM XXX.XX INV XXX.XX SUMP XXX.XX TC XXX.XX DRAINAGE SLOPE AND DIRECTION FINISHED GRADE TOP OF CURB GUTTER RIM ELEVATION TOP OF CURB ELEVATION INVERT ELEVATION SUMP ELEVATION XXX PROPOSED CONTOUR BREAKLINE x% SW XXX.XX SIDEWALK ELEVATION FFE XXX.XX FINISHED FLOOR ELEVATION SD 6" HDPE ROOF STORM DRAIN (INSET) SCALE H1:20 OVERALL GRADING PLAN 1 SCALE H1:10 GRADING INSET-12 SCALE: 1 inch = 10 ft. 246810 201050 W 1 1 171 0 n —X 4 ( )/ ■ A bl 72272222)SrWJ/\ Il 1/iE,1 1 \1 WmiI 7 r |L << //(5% //)//3 X //P6rob)\*4 f 1 /r »22 A O--------------------------------------------------------------------------------------- WM24 —/I I |T + / // X \NVi1 1. I I I J I / j — n // / / IV \\ W /\ / \ / / / I /I N I I I I \ \ / I /I II I II I II II I II / I II ! / J । l । HFA HFA-AE , LTD. S A 7YCENSeO **/ ©0,C‘PG1 NES* %,f8/DAVWS No. 52179 PROFESSIONAL A A A A A 0 \ [ L F q। H। V•_ 2 4 N I I XI □ I I T I - - 2- (7 ) r— © I I —I -| __ S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) 35.2 5 ' N 44 ° 4 9 ' 5 7 " W N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) BE BE BE BE BE BE BE BE BE SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CON C R E T E LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' SD B-08 0.07 B-01 0.13 B-02 0.08 B-03 0.04 B-07 0.12 B-06 0.18 B-04 0.24 B-05 0.04 AP2 ANALYSIS POINT B-09 0.12 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 116 11 6 116 11 7 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C6.2 POST DEVELOPMENT PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND BASIN BOUNDARY FLOW ARROW PERVIOUS AREA 1-X X.XX DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) IMPERVIOUS AREA ANALYSIS POINT SUB-BASIN BOUNDARY 7YCENSeO **/ ©0,C‘PG1 NES* '"^r DAVVS No. 52179 PROFESSIONAL WTBA", A A ft A A A HFA HFA-AE , LTD.N ( il i ol d u x o ° 0 I’ * t \ i l i l i I i I i I 1 t I I ? O T" O |4 Il , J \ X il g am a — —-- - - - - \ t I 7| f m \ । ( 1 A A W L ? - 5;NN O < !/ L || it JI / / i i / _ \ V \ |i A / / r\ I A / I [ \ ' 'I NI 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) 35.2 5 ' N 44 ° 4 9 ' 5 7 " W N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE G G SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CON C R E T E LOT 6 LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' A-01 1.04 AP1 ANALYSIS POINT 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 116 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C6.1 PRE DEVELOPMENT PLAN SCALE: 1 inch = 30 ft. 25 15 5102030 50403020100 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: SHEET NOTES 1.REFER TO POST DEVELOPMENT PLAN FOR DRAINAGE CALCS ON DRAINAGE SUBBASINS, AS WELL AS PROPOSED SITE CONDITIONS. BASIN BOUNDARY FLOW ARROW PERVIOUS AREA (95,832 SF) [100%] 1-X X.XX DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) ANALYSIS POINT A" CENSeO ** Goiness© o y&* No. 52179 PROFESSIONAL „/rDAVY" "fvevenommmnnW JUA BA /” $ YENs. HFANHFA-AE , LTD. ] 4 0 A A △ A A A !' I ! ! ! I H ! I ! U *o o P n x 0 ° O _ : l l 1 + I — — O O I 70 l - O / i © ■I i ( / I (G I V I . /\ I ’ I' / / -f > / V ■ @ 1 1) %V / Z- - - II 1I i \ I - 7 \ — V / 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 LOT 1 LOT 3 18 10 ' U . E 21 16 16 15 '16 15' 16 22 22 22 22 22 22 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) 15' 16 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT NO PARKI N G 9 BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG S SSSSSS SD SD SD WWW CONTRACTOR IS RESPONSIBLE FOR MAKING SITE CONNECTIONS TO IRRIGATION, WATER, AND SEWER SERVICE EXTENSIONS. EASEMENT TO BE DEDICATED AS REQUIRED BY THE AHJ. SERVICE AND CONNECTION TO BE MADE IN ACCORDANCE WITH CITY OF FAIRHOPE STANDARDS AND SPECIFICATIONS. 2" PVC VENT. SEE MFG. PLANS 2" PVC L=5.0 LF EXISTING WYE CONNECTION TO EXISTING SEWER MAIN TO REMAIN INV. 112.94 (INV. TO BE FIELD VERIFIED) ONE-WAY CLEANOUT SSWR CO-1 INV. 113.50 75 GAL SSWR GREASE INTERCEPTOR. SEE UTILITY DETAILS AND ARCH. MEP PLANS. SEE GRADING PLAN FOR RIM ELEV. EXISTING 4" PVC L=28.14 LF S=2.0% (GRADE TO BE FIELD VERIFIED) 1-1/4" SCH. 40 PVC L=172 LF WITH TRACER WIRE ONE-WAY CLEANOUT SSWR CO-1 INV. 112.95 4" PVC L=11.4 LF S=2.0% 4" WYE INV=112.78 4" WYE INV=112.43 ONE-WAY CLEANOUT SSWR CO-1 INV. 112.88 4" PVC L=17.6 LF S=2.0% 4" PVC L=8.7LF S=2.0% BLDG 4" PVC SSWR INV=113.00 BLDG 4" PVC SSWR INV=113.00 CONNECT 1" WATER SERVICE 152 LF 1" PE WATER SERVICE 1" IRRIGATION METER. SEE LANDSCAPE AND IRRIGATION PLANS 1" WATER METER BACKFLOW PREVENTER CONNECTION TO BUILDING BLDG CONNECTION FOR NATURAL GAS. REFER TO BUILDING MFGR. MEP PLANS. CONNECT TO EXISTING GAS MAIN. 1 1/4" NATURAL GAS SERVICE DH151-93 EONE GRINDER PUMP RIM=116.42 INV(IN)=112.25 (4" SCH PVC) INV(OUT)=112.90 (1-1/4" SCH 40 PVC) INSTALL BACKFLOW PREVENTER AS REQUIRED BY THE PUMP MANUFACTURER 4" PVC L=4.3 LF S=2.0% 4" PVC L=7.6 LF S=2.0% SEE SITE ARCH. SITE LIGHTING AND MEP PLANS FOR COMPLETE LAYOUT AND PHOTOMETRICS. SITE LIGHT POLES. REFER TO ELECTRICAL PLAN FOR CONNECTIONS AND FOUNDATION DETAILS. UNDERGROUND COMMUNICATIONS SERVICE SECONDARY ELECTRICAL CONNECTION IN ACCORDANCE WITH UTILITY COMPANIES AND LOCAL AUTHORITIES. UNDERGROUND ELECTRICAL SERVICE CONNECT COMMUNICATION SERVICE TO EXISTING COMMUNICATION CONNECTION IN ACCORDANCE WITH UTILITY COMPANY AND LOCAL AUTHORITIES. CONNECT SERVICE TO BUILDING. REFER TO ARCH. MEP PLANS. CONNECT ELECTRICAL SERVICES COMMUNICATIONS BLDG CONNECTION. REFER TO BUILDING MFGR. PLANS. EASEMENT TO BE PROVIDED. C7.0 UTILITY PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND SEWER CLEANOUT UNLESS NOTED OTHERWISE. STORM SEWER (SEE GRADING PLAN) PROPOSED WATER METER AND SERVICE VALVE (SEE KEY NOTES)W GREASE INTERCEPTOR MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) PROPOSED SITE LIGHTING. LOCATIONS APPROXIMATE. (SEE ARCH. MEP PLANS) GT BE BT WATER LINE 6" PVC ROOF STORM DRAIN (SEE GRADING PLAN) SANITARY SEWER LINE BURIED TELECOMMUNICATION LINE BURIED ELECTRIC LINE NATURAL GAS LINEG S W PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET BUILDING OVERHANG /< II SlI W WN 1 ISs Ji___1 | 6 n - s y i • / 1 i TT II OE m 0 : V : / : / / I __ N ——_ 1 Tg 0 YA—x- 1 1 ■ )) © I C T T _____ I — FC I ! / \ \ I \ \ \ \ L \ t J IC/0 o V / \ N (( b K / / / ,/ / / // 7stop) (£7t1 j.F - L o I \ N \\\ \ \ I | \ \ N a / / / I I \ ////// //// I — /,// 77 / ll / // 11. III \ I W Y CENSeO * !*/ ©0,‘PG1 NES* DAVVS No. 52179 PROFESSIONAL WTBA", II II I II II I HFANHFA-AE , LTD. -SD: •X □ oO}0 o Sy A A △ A A A \ I l i l I I i i I I i I ol d u x ° O P i l i i i I l i i i i I S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) BE BE BE BE BE BE BE BE BE BE BE BE BE BE SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 10 ' B . S . L . ( P L A T ) N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF S SSSSSS SD SD SD WWW M C 34" 34" 34" 1"1" METER WITH 1.5" TYPE "K" SERVICE LINE IRRIGATION COMPONENTS SHALL BE PLACED IN THE GREENSPACE. ADJACENT TO THE WATER METER AND WITHIN THE PROPERTY LINE. SHOWN HERE FOR CLARITY ONLY. 1.581 1" 4.52 1" 31.41 1" 1" 47.5 1" 3 4"34" 34" 34" 34" 3 4" 34" 1" 34" IRR1.0 IRRIGATION PLAN SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TO SURVEY DATED: 06-09-2024 SCALE: 1 inch = 20 ft. 4030201020151050 LINE LAYOUT AND EQUIPMENT PLACEMENT IS DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON SITE TO ACCOMMODATE EXISTING JOB CONDITIONS AND TO ACHIEVE 100% COMPLETE COVERAGE. ALL HEADS, LINES, VALVES, AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED AND ROUTED THROUGH LANDSCAPE AREAS WHENEVER POSSIBLE AND SHALL BE LOCATED WITHIN THE BOUNDS OF THE PROPERTY. LOCATION OF IRRIGATION CONTROLLER & WEATHER STATION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND/OR OWNER. SEE CIVIL UTILITY PLANS FOR EXACT LOCATION OF WATER METER. SPRAY HEADS SHALL BE ADJUSTED SO AS TO NOT SPRAY UNDER PRESERVED TREES. THE CONTRACTOR SHALL DISCUSS ANY IRRIGATION LOCATED WITHIN AN EASEMENT WITH THE OWNER AND FULLY INFORM THEM OF ALL LIABILITY OF FUTURE DAMAGE TO THEIR SYSTEM BY EASEMENT OWNER. LATERAL LINES TO BE POLYFLEX PIPE SDR 9 CTS MAIN LINE TO BE POLYFLEX PIPE SDR 9 CTS GENERAL IRRIGATION NOTES: ALL DISTURBED AREAS SHALL RECEIVE SEED OR SOD ACCORDING TO LANDSCAPE PLAN. ALL AREAS RECEIVING SEED OR SOD AND NOT COVERED BY THE AUTOMATIC IRRIGATION SYSTEM SHALL BE HAND WATERED UNTIL VEGETATION IS ESTABLISHED AND ABLE TO SUSTAIN ITSELF IN A CONSISTENTLY HEALTHY CONDITION. NOTE TO CONTRACTOR: SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Rain Bird 1806-PRS-1400 Flood Flood Bubbler 6in. popup with pressure regulating device. Install w/ PA-80 adapter. 24 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZLF-100-PRF 1" Low Flow, 0.2-10 GPM, with 1in. Low Flow Valve valve and 1in. Pressure Regulating RBY filter and 40psi pressure regulator. 2 Area to Receive Dripline Rain Bird XFCV-06-18 XFCV On-Surface Landscape Dripline with a Heavy-Duty 3.5 psi Check Valve. 0.6 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. Great for elevation change. Specify XF insert fittings. 447.7 lf SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/2in., 2in. Brass Remote Control Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. 2 Shut Off Valve 1 Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/4”, 1-1/2in., 2in. Brass Master Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. With Pressure Regulator. 1 Watts 919QT 1" Backflow reduced pressure zone 1 Rain Bird ESPLXME2 12 Station Traditionally-Wired, Commercial Controller. Indoor/Outdoor, Plastic Wall-Mount Enclosure. 1 Rain Bird FS-100-B 1in. Flow Sensor, Brass Model. Suggested Operating Range 2.0 GPM to 40.0 GPM. Size for Flow Not According to Pipe Size. Rain Bird Compatible Controllers: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, or Controllers Accepting Custom K-Factor and Offset. Install in Rain Bird Valve Box. 1 Water Meter 1"1 Irrigation Lateral Line: PVC Schedule 40 3/4"623.0 lf Irrigation Lateral Line: PVC Schedule 40 1"162.1 lf Irrigation Mainline: PVC Schedule 40 1"320.3 lf Pipe Sleeve: PVC Class 200 SDR 21 33.7 lf 1402 14041401 C M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW PROPOSED LEGEND: TREE PROTECTION FENCE, SEE DETAILTPF Generated:2026-01-19 18:04 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 18.2 GPM PRESSURE AVAILABLE Static Pressure at POC:70 PSI Elevation Change:5 ft Service Line Size:1" Length of Service Line:20 ft Pressure Available:66 PSI DESIGN ANALYSIS Maximum Station Flow:7.5 GPM Flow Available at POC:18.2 GPM Residual Flow Available:10.7 GPM Critical Station:4 Design Pressure:20 PSI Friction Loss:3.49 PSI Fittings Loss:0.35 PSI Elevation Loss:0 PSI Loss through Valve:0.45 PSI Pressure Req. at Critical Station:24.3 PSI Loss for Fittings:0.46 PSI Loss for Main Line:4.6 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.5 PSI Loss for Master Valve:0.45 PSI Loss for Water Meter:0.45 PSI Critical Station Pressure at POC:42.8 PSI Pressure Available:66 PSI Residual Pressure Available:23.2 PSI CRITICAL ANALYSIS HFANHFA-AE , LTD. (2) A <cOFALe C (4NDSCAY 7 %JA 4 WENDY D. WERT 1002 A △ A A A @ • (§ ) n © A P □ 11 A 7 ’ —C C N / ! I G| | — I T ) J i I V 9 || II 11 T T X / i I I / ) II ( 1 /VI II ' X FA W \ \ / / II )) / mm q . / A - C) () // f A (3 ) r" T- IU U I U U U U I U 1 I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 um u u u u u u uu u m u u u u ll l U l l l l l l l U l l l ll l l l l l l l l l l l l l l l UU U U U U l U U II I I I I I I I I I I I I I UU U U U U l U U UU U U U U l U U UU U U U U l U U II I I I I I I I I I I I I I ll l l l l l l l l l l l l l l l Hl ... Li ii t 1 iv @ | A w F 1 )S| <i : z A 1 \ IRR1.1 IRRIGATION DETAILS NTS POPUP BUBBLER AT PLANT PIT W/ SWING JOINT DETAIL. WATER WELL, SEE PLANTING 4" POPUP AS SPECIFIED. FINISHED GRADE. LATERAL LINES. PVC TEE OR ELL. PLANT ROOTBALL, SEE PLANTING DETAIL. SET HEAD 2" ABOVE GRADE AND INSIDE WATER WELL. 12 " M I N I M U M B E L O W G R A D E 2NTS TURN ROTOR MARLEX ASSEMBLY 6" SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. APPLICABLE. FINISHED GRADE. TURF ROTOR POP UP. MARLEX STREET ELLS, INLET SIZE DIAMETER. 12 " M I N I M U M B E L O W G R A D E CLEAR TO FENCE OR HARDSCAPE, WHERE 3 PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD MDCFCOUP. DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART. MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. CENTER FEED EXAMPLE LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE FLUSH VALVE OR CAP AT LOW END, AS NOTED. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. GRID PRECIPITATION RATES (IN/HR)MAXIMUM FLOW PER ZONE TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED PVC MANIFOLD LINE. LANDSCAPE DRIPLINE TUBING. LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. 6 EMITTER FLOW RATE GPH 12" SPACING 18" SPACING PSI 0.6 0.9 0.6 0.9 20 192 136 254 215 30 289 205 402 337 40 350 248 498 416 50 397 281 573 477 60 436 309 637 529 MAXIMUM LATERAL LENGTH (FEET) NTS DRIP FLUSH CAP ASSEMBLY W/ BALL VALVE 10" DIAMETER VALVE BOX. COIL 18" TO 24" OF DRIP TUBING IN THE BOX. REMOVABLE FLUSH CAP. ABOVE GRADE 12" DRIP TUBING. 2" SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP TUBING COUPLING. 1.LOCATE FLASH CAP ASSEMBLY AT THE END OF EACH DRIP LINE. 2.ENSURE THAT THE COILED DRIP TUBING IS OF SUFFICIENT LENGTH TO COMPLETELY EXTEND OUT OF THE VALVE BOX WHEN FLUSHING. ISOLATION BALL VALVE 7NTS DRIP AIR RELIEF VALVE IN BOX 3 4"X1"MPT ADAPTER. 1" FPTXMPT ELL. AS SPECIFIED. AIR RELIEF VALVE DRIPLINE OR 1/2" DRIP TUBING. 3 4"FPT X 12" DRIP TUBING ADAPTER. DRIP TUBING COUPLING. GRADE. FINISHED 6" DRIP BOX. 2" 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 8 NTS ELECTRIC REMOTE CONTROL VALVE 2" - 4 " 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. OUTLET PIPE SAME SIZE ON 30" LOOPED WIRES. WATER PROOF WIRE CONNECTORS 10X15 RECTANGULAR VALVE BOX. BELOW TOP OF BOX. 2" MINIMUM, 4" MAXIMUM PLASTIC I.D. TAG AT EACH VALVE. REMOTE CONTROL VALVE, ONE PER BOX. CLR 4" GRAVEL. CL R 6" THICK LAYER OF PEA 45 DOWN AS REQ. TO PIPE DEPTH. LATERAL LINE AS PER INCREASE LATERAL IRRIGATION PLAN. CONCRETE BRICK SUPPORT, SCHEDULE 80 RISER. TWO ON EACH SIDE. TO FIRST FITTING. MAIN LINE. AS VALVE, 24" MIN. 12 " B E L O W G R A D E 2" 9 NTS BRASS BALL ISOLATION VALVE TO GRADE. SET BOX FLUSH SIZE AS MAIN LINE. PVC MAIN LINE. ONE ON EACH SIDE OF BOX. TWO 6X2X16 CONCRETE BLOCK CAPS, AS SPECIFIED, SAME ISOLATION BALL VALVE 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. SCHEDULE 80 THREADED NIPPLE ADAPTER. AS REQUIRED. 12 NTS MASTER VALVE/FLOW SENSOR ASSEMBLY 18" LOOPED WIRES. WATERPROOF WIRE CONNECTORS ON SCHEDULE 80 NIPPLES, VALVE INLET SIZE. FLOW SENSOR AS SPECIFIED. FINISHED GRADE. 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED. CABLE TO CONTROLLER SENSOR FLOW DEVICE. TO BACKFLOW PVC MAIN LINE TEN PIPE DIAMETERS REDUCER AS REQUIRED TERMINAL BOARD, AS MFG. RECOMMEND. VALVE AS SPECIFIED. MASTER CONTROL CONNECTORS, ON WATERPROOF WIRE VALVE INLET SIZE. SCH 80 NIPPLES, 30" LOOPED WIRES. AT BOTTOM OF EACH BOX: ONE EACH SIDE (TWO PER BOX). UP SIDES, OVER 6X2X16 CONC. BLOCK CAPS, 1/2" WIRE CLOTH GOPHER SCREEN, WRAP 18 " M I N I M U M B E L O W G R A D E . FIVE PIPE DIAMETERS NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. 10 NTS FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: RAIN BIRD VB-STD 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD DB SERIES ID TAG REMOTE CONTROL VALVE: RAIN BIRD 100-PGA (INCLUDED IN CZK-100-PRB-LC KIT) PRESSURE REGULATING BASKET FILTER: RAIN BIRD PRB-100 (INCLUDED IN CZK-100-PRB-LC KIT) PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL CZK-100-PRB-LC 1" LIGHT COMMERCIAL CONTROL ZONE KIT 4 STRUCTURE OR TO BOX AS 18" BEYOND TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" PVC PIPE TO WITHIN 6" OF AVAILABLE 120 VAC ELECTRICAL SOURCE. INSTALL AS SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER CODES. CONDUIT FOR RCV WIRES. FINISHED FLOOR. LONG SWEEP ELL. 2" DIAMETER GRAY PVC PER LOCAL ELECTRICAL 18" DIRECT TO LANDSCAPE 24" UNDER PARKING LOTS AND DRIVEWAYS NTS INTERIOR WALL MOUNT CONTROLLER PER PLANS. 120V ELECTRICAL OUTLET 5 RAIN SENSOR13 IN OUT REDUCED PRESSURE BACKFLOW DEVICE11 NTS TURF SPRAY MARLEX ASSEMBLY 3"APPLICABLE. HARDSCAPE WHERE CLEAR TO FENCE OR FINISHED GRADE. 45 DEGREE ANGLE. NIPPLE, SET AT SCHEDULE 80 PVC 1/2" MARLEX STREET ELLS. TURF POP UP HEAD. 12 " M I N I M U M B E L O W G R A D E LATERAL LINE AND PVC TEE. 1 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW PARAPET COPING HFA-ANTENNA 13-— hlIII—1 HFA-AE . LTD.r CONTROLLER I COMMON WIRE TO VALVES CONTROL WIRE TO VALVES NTS =====GALVANIZED —HIEIEIEIE III—II—III—II—IIE11=111=111=111:11=11=11=11PLASTIC VALVE BOX —WITH LID (TYP.)A FLOW MO a D \Z227283——53810222311“z \19 83O80)8-Y XL 18I %I /88.OxCL1x27x222)DRAIN VALVE +(2) NTS / A )/7 [I X1=111=11=111:UEMITTER FLOW RATE MAX GPM PSI LOSS 0.6 0.9 SCHEDULE 40 PVC HEADER SIZEdlll F —I *1 A J °d POLY PIPE HEADER SIZE O O @000A F F I C WENDY D. WERT 1002 CO(4NDSCAY 9 999 99 @ Amem IFlFIFEINL7। cih IT in IHAIHII —IEIIE1—ll EIFIIEII=II=IE —II—II■-111=111=111=1111 ■■ =ui=ui=iii=LI !=■dmEm—emmms l=1=11=111=1117-(=111=111=111-'£08823%%O0 8 f 8 1 3V — 60 6A D( —IE—IFFI—II (2)=IH- (9 o IRRIGATION CONTRACTOR SHALL SUBMIT BACKFLOW DETAIL TO LOCAL AUTHORITIES FOR APPROVAL BEFORE STARTING CONSTRUCTION. LATERAL SPACING WIRELESS SENSOR SIGNAL RECEIVER FINISH GRADE WIRELESS RAIN AND FREEZE SENSOR INSULATED FIBERGLASS ENCLOSURE SYSTEM MAINLINE TO WATER SOURCE 4.7 GPM 8.3 GPM 13.5 GPM 33.9 GPM 52.4 GPM EMITTER SPACING 0.67 GPM 1.0 GPM 1.0 GPM 1.5 GPM 0.96 0.69 0.28 EMITTER FLOW 0.6 GPH 0.9 GPH 4.7 GPM 8.3 GPM 13.5 GPM 31.8 GPM 52.4 GPM0.50 GPM 0.75 GPM 12 18 24 7.7 PSI 5.6 PSI 4.2 PSI 2.9 PSI 1.9 PSI 8.8 PSI 6.3 PSI 4.8 PSI 2.9 PSI 2.2 PSI REMOTE CONTROL VALVE 12 18 24 4" POLYFLEX PIPE SDR 9 CTS DRAIN PIPE WITH FLOOR PLATE 1.44 1.03 0.41 1/2”3/4" 1-1/2” 2" #57 GRAVEL SUMP, 2 CUBIC YARD, WRAPPED WITH FABRIC REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ----------- CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO PIT CONSTRUCTION, INSTALLATION AND VENTING OF BACKFLOW PREVENTION DEVICE. BRASS ISOLATION GATE VALVE —, 24” SPACING 18” SPACING ( ® 27 % 1 ( SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE. 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 1/3 ON A SEPARATE VALVE. @ (3 1/2”3/4" -V2” Co 200 1—11-111—IlBTH-T (5) 12" SPACING (0 0% 200 NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 0%200 AOFAMc 88888 A A A A TuMu-ui" "MHAT ErEEAEFT" TEHETTF ■ T S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.72' INV: 113.25' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 4 10 ' B . S . L . ( P L A T ) N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSL GT NO PARKI N G BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF S SSSSSS SD SD SD X WWW 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 4 114 11 4 11 4 11 4 11 4 115 11 5 11 5 11 5 11 5 11 6 11 6 116 11 6 11 6 11 7 117 117 114 114 115 115 115 11 5 116 116 11 7 EXISTING TREES (4) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. AR 10 IM 4 AR 10 IM 10 STEEL EDGING, TYP. EXISTING TREES (3) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. . EXISTING TREES (3) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. 12 . 6 ' 7.9' 25' RESERVED FOR OVERSTORY FRONTAGE TREES PE 5 BR 6 15 ' EX. TREES OVERLAP INTO 15' UTILITY /DRAINAGE EASEMENT. IF ANY TREES ARE DAMAGED DURING CONSTRUCTION, THEY WILL BE REPLACED ONE FOR ONE. 8' UNDERGROUND STORMWATER CHAMBER MGMT SYSTEM. REFER TO GRADING PLAN. AB 6 MG 4 PT 6 L1.0 LANDSCAPE PLAN SCALE: 1 inch = 20 ft. 4030201020151050 LANDSCAPE NOTES: 1. LANDSCAPE PLANS ARE FOR THE LOCATION AND IDENTIFICATION OF PLANT MATERIAL ONLY. NO OTHER WORK IS TO BE PERFORMED BASED ON THESE PLANS. 2. QUANTITIES ON THE PLANT SCHEDULE ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER OWN QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE LANDSCAPE PLANS AND THE PLANT SCHEDULE, THE LANDSCAPE PLAN WILL TAKE PRECEDENCE. THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCOVERING ANY QUANTITY DISCREPANCIES. 3. THE CONTRACTOR SHALL NOT CHANGE OR SUBSTITUTE PLANT VARIETIES OR SPECIES WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL PLANTING HOLES AND PLANT BEDS PRIOR TO INSTALLATION. STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ANY DEBRIS FROM THE HOLE, FILL WITH TOP SOIL, COMPACT AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANT MATERIAL. 7. TOPSOIL WILL NOT BE STOCKPILED FOR RE-USE IN LANDSCAPE WORK. CONTRACTOR SHALL IMPORT TOPSOIL AS REQUIRED TO COMPLETE LANDSCAPE WORK. PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF ROOTS, STUMPS AND LARGE STONES AND FREE OF BRUSH, WEEDS, LITTER, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. DO NOT OBTAIN FROM BOGS OR MARSHES. PLANT MATERIAL SHALL BE PLACED AS SHOWN ON THE LANDSCAPE PLANS. 8. PLANTING SOIL MIX FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL CONSIST OF THE FOLLOWING: 80% TOPSOIL 20% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): - 3 PARTS - ORGANIC SOIL CONDITIONER (NATURE'S HELPER OR EQUAL) - 1 PART - STERILIZED COW MANURE (OR EQUAL) - COMMERCIALLY AVAILABLE STARTER FERTILIZER @ RATES SPECIFIED BY MANUFACTURER - LIME (AS RECOMMENDED IN SOIL ANALYSIS) 9. QUALITY OF PLANT MATERIAL: ALL PLANTS SHALL CONFORM TO THE CURRENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). PLANT MATERIAL SHALL BE FREE OF DISEASE AND/OR INSECTS, AND SHALL HAVE A HEALTHY ROOT SYSTEM WITH NO CIRCLING OR KINKED ROOTS. CONTAINER PLANTS SHALL NOT BE ROOT BOUND. PLANT MATERIAL SHALL CONFORM TO THE CURRENT STANDARDS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004). TREES SHALL HAVE STRAIGHT TRUNKS, DENSE CANOPIES AND STRONG BRANCHING WITH GOOD CROTCH ANGLES. CONTRACTOR SHALL SUBMIT GRADE PHOTOS OF EACH TREE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL WITHIN TWO HOURS OF PLANTING. 10. INSPECTION AND APPROVAL OF PLANT MATERIAL: ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE, PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT AT LEAST LEAST ONE WEEK NOTICE PRIOR TO PLANT DELIVERY. 11. NEW SHRUB AND GROUNDCOVER PLANTING SHALL BE A MINIMUM OF 36" AWAY FROM EXISTING TREES. 12. CONTRACTOR SHALL REMOVE ALL PLANT TAGS AFTER APPROVAL OF PLANT INSTALLATION BY LANDSCAPE ARCHITECT 13. MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR (4) INCHES. DO NOT PILE MULCH AROUND THE BASE OF PLANTS OR TREE TRUNKS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED. 14. BED PREPARATION FOR SOD INSTALLATION: REMOVE EXISTING VEGETATION WITHIN THE APPROVED BEDLINE. IF THE EXISTING SOIL IS COMPACTED OR OTHERWISE UNSUITABLE FOR PLANTING, REMOVE THE TOP 4 INCHES OF SOIL. TILL SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES. REMOVE LARGE STONES, STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIAL. SPREAD 2 INCHES OF TOPSOIL OVER THE PREPARED BED AND TILL INTO THE TOP 4 INCHES OF LOOSENED SUBGRADE. SPREAD THE REMAINING 2 INCHES OF TOPSOIL, RAKE SMOOTH AND ROLL COMPACT. BEDS SHALL BE FINISHED WITH A SLIGHT CROWN AT THE CENTER TO ALLOW WATER TO SHEET FLOW TO THE SIDES. WATER THE BED IMMEDIATELY BEFORE LAYING THE SOD SO THAT THE TOP INCH OF SOIL IS MOIST. ALLOW WATER TO PERCOLATE SO THERE IS NO STANDING WATER. LIMIT PREPARATION TO AREAS THAT WILL BE SODDED THAT SAME DAY. 15. MAINTENANCE: CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL FROM THE TIME IT IS INSTALLED UNTIL FINAL ACCEPTANCE OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, EDGING, WEEDING, WATERING, PRUNING, FERTILIZING, ETC. 16. WARRANTY: CONTRACTOR SHALL PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL AND LABOR. WARRANTY PERIOD SHALL BEGIN UPON FINAL COMPLETION OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE PROJECT DURING THE WARRANTY PERIOD TO ENSURE THAT THE ESTABLISHMENT RATE OF GROWTH IS ADEQUATE. ANY METHODS OR PRODUCTS DEEMED NOT NORMAL OR DETRIMENTAL TO GOOD PLANT GROWTH SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IN WRITING. FAILURE TO INSPECT AND REPORT WILL BE INTERPRETED AS APPROVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPLACEMENTS. SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TO SURVEY DATED: 06-09-2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW SITE DATA JURISDICTION CITY OF FAIRHOPE ZONING B-2 GB LOT SIZE 1.01 AC LANDSCAPE BUFFER REQUIRED: *ALL INTERIOR DEVELOPMENT & VEHICULAR USE AREAS (VUA) SHALL BE SEPARATED FROM ROW FRONTAGE VIA 10' LANDSCAPE BUFFER. *SECONDARY PERIMETER - ALL INTERIOR DEVELOPMENT & VUA LOCATED AT INTERSECTIONS SHALL BE SEPARATED BY 6' LANDSCAPE BUFFER. *THESE LANDSCAPE BUFFERS SHALL BE PLANTED WITH A SOLID UNBROKEN VISUAL SCREEN AT LEAST 48" H, EXCEPT 4' ON EACH SIDE OF PERMITTED ACCESS WAYS. *MIN. 60% LANDSCAPING BETWEEN BUILDING WALL AND PUBLIC ROW 1958 SF * .60 = 1175 SF PROVIDED: 10610 SF PERIMETER REQUIRED: FRONT SETBACK MUST CONTAIN AT LEAST ONE OVERSTORY (MATURE HEIGHT/WIDTH 40') FOR EVERY 30 LF OF ROAD FRONTAGE. MUST BE PLANTED WITHIN 25' OF PL. (185 LF/ 30 = 6 TREES) PROVIDED: 6 NEW OVERSTORY TREES (EXISTING TREES NOT COUNTED) REQUIRED: MUST CONTAIN ONE OVERSTORY (MATURE HEIGHT/WIDTH 40') FOR EVERY 30' OF REMAINING OUTSIDE LOT PERIMETER. (646 LF/ 30 = 21 TREES) PROVIDED: 21 NEW TREES (EXISTING TREES NOT COUNTED) SITE LANDSCAPE AREA REQUIRED: 20% OF THE TOTAL PROPERTY (NOT INCLUDING ROW) SHALL BE LANDSCAPED OR 44153.63 * .20 = 8830 SF FRONT LANDSCAPE AREA - 5291 SF (PER CITY COMMENTS) PROVIDED: 24348 SF OF TOTAL LANDSCAPE AREA IS PROVIDED 10610 SF OF FRONT LANDSCAPE AREA IS PROVIDED REQUIRED: VEHICLES ARE NOT ALLOWED TO HANG MORE THAN 2' INTO LANDSCAPING A MIN. OF (4) DIFFERENT TREE SPECIES ON EACH SITE WITH AT LEAST (1) SPECIES BEING AN OVERSTORY TREE. CITY OF FAIRHOPE LANDSCAPE NOTES: 1. TREES MUST BE OBTAINED FROM A REPUTABLE SOURCE. TREES HAVE BEEN DUG IN THE WILD WILL NOT BE ACCEPTED. 2. MAINTENANCE OF NEW PLANTINGS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THERE WILL BE (2) REQUIRED CONFORMANCE REVIEWS TO CONFIRM THE ESTABLISHMENT OF THE LANDSCAPE. THE FIRST WILL BE IN (6) MONTHS AND THE SECOND IN (12) MONTHS. ANY FAILURES OF THE LANDSCAPE MUST BE REPLACED BY A SPECIFIED DATE DETERMINED BY THE CITY HORTICULTURIST. 3. ANY VEGETATION PLANTED OR RETAINED TO FULFILL THIS ORDINANCE, WHICH DIES, BECOMES DAMAGED OR DISEASED, MUST BE REPLACED BY THE PROPERTY OWNER. THE PROPERTY OWNER. THE PROPERTY OWNER MUST NOTIFY THE CITY HORTICULTURIST WHEN THE REPLACEMENT HAS BEEN SCHEDULED AND PLANTED. FAILURE TO REPLACE TREES THAT DIE WILL RESULT IN THE PENALTIES. *ALL PROPOSED TREES COME FROM THE CITY OF FAIRHOPE TREE LIST PER ORDINANCE NO. 1444 AND THE ALABAMA FORESTRY COMMISSION RECOMMENDATIONS: HTTPS://FORESTRY.ALABAMA.GOV/PAGES/MANAGEMENT/FORMS/FOREST_TREES_ALABAMA.PDF OR THE AL COOPERATIVE EXTENSION OFFICE HTTPS://WWW.ACES.EDU/WP-CONTENT/UPLOADS/2019/03/ANR-0509_KEYTONATIVECOMMONTREES_042321L-REVISION.PDF SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY REMARKS OVERSTORY TREES AB Acer rubrum 'Bowhall' / Bowhall Red Maple 3" Cal.B&B 6 Mature Height 45' / Mature Width 15' BR Betula nigra / River Birch 3" Cal.B&B 6 Mature Height 40' / Mature Width 40' MG Magnolia grandiflora / Southern Magnolia 3" Cal.B&B 4 Mature Height 60' / Mature Width 50' PT Pinus taeda / Loblolly Pine 3" Cal.B&B 6 Mature Height 60' / Mature Width 35' SHADE TREES PE Pinus elliottii / Slash Pine 3" Cal.5 Min. 12' H / 5' Spread / 4.5' CT SHRUBS AR Azalea indica `Rose Glow` / Rose Glow Indica Azalea 5 gal.20 Mature Height 5' / Mature Width 5' IM Ilex glabra `Pretty Boy` / Pretty Boy Male Inkberry Holly 5 gal.14 Mature Height 5' / Mature Spread 5' SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS GROUND COVERS CD Cynodon dactylon / Bermudagrass sod 21,119 sf PLANT SCHEDULE PROPOSED LEGEND: TREE PROTECTION FENCE, SEE DETAILTPF LANDSCAPE SETBACK LINELSL PROPOSED LIGHT POLE LOCATIONS ARE APPROXIMATE. SEE PHOTOMETRICS PLAN FOR FURTHER DETAIL AND ACCURACY. SITE LANDSCAPING NOTE: TEN UNDERSTORY TREES ARE EXISTING AND WERE APPROVED/PROVIDED WITH THE PLANTER'S POINTE MULTIPLE OCCUPANCY PROJECT (MOP) AND THEREFORE WILL NOT BE COUNTED IN THIS SITE'S PROPOSED LANDSCAPE PLAN BUT SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. HFAN HFA-AE , LTD. 6. (2) A C WENDY D. WERT 1002 (4NDSCAY 20 I I % 4 DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE HARDWOOD MULCH FROM THE PLANTS. — O JHJ6 A △ A A A % AEOFAMc —— 2 IA / A W N I N N ® Yi <1 MM ’ < 0 go s t u r h i n , . < Mt l/ :• <1 | | I A o < t V S 4 * #%0 4 , , V •M l f! \ r — 3 | / /. .. h I »A ( N MA w s y ) : .4 r “i n a n i C a <1<1 4 si m )Nr , 1 > > 11 W I h Id O l S ’ t >>> > — 11 •I in l . . . l L1.1 LANDSCAPE DETAILS SH R U B & G R O U N D C O V E R P L A N T I N G PLAN SMALL TREE STAKINGROOTBALL DETAIL STEEL_EDGING MIN. 48" HIGH ORANGE CONSTRUCTION FENCE 1. All trees shown on this plan to be retained shall be protected during all phases of demolition/construction with temporary fencing. It shall be the general contractors responsibility to coordinate with landscape contractor. 2.Tree protection fences shall be installed prior to the commencement of any site preparation work (clearing, grubbing or grading). Clearing shall be done by hand. 3.Fences shall completely surround tree or clusters of trees; shall be located 5' from the outermost limits of the tree branches (drip line); and shall be maintained throughout the construction by contractor. Project in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials. B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill) or trenching. C. Wounds to exposed roots, trunk or limbs by mechanical equipment. D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. 4. Exceptions to installing fences 5' from tree drip lines may be permitted in the following cases: A. Where permeable paving is to be installed: erect the fence at the outer limits of the permeable paving area. B. Where trees are close to the proposed building: erect the fence no closer than 6 feet to the building. 5.Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped-on planking to a height of 8 feet (or to the limits of lower branches) in addition to the reduced fencing provided. 6.Where any of the above exceptions result in areas of unprotected root zones (under drip lines), those areas should be covered with 4 inches of organic mulch to minimize soil compaction. 7.All grading within protected root zone areas shall be done by hand or with small equipment to minimize root damage. Prior to grading, relocate protective fencing to 2 feet behind the grade change area. No root over 1 inch diameter will be cut. 8.Any roots exposed by construction activity shall be pruned with a clean cut flush with the soil. Backfill root areas with good quality top soil immediately. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 9.Prior to excavation or grade cutting within tree drip lines, make a clean cut between the disturbed and undisturbed root zones with a rock saw or similar equipment to minimize damage to remaining roots. 10. Trees most heavily impacted by construction activities should be watered deeply once a week during periods of hot, dry weather. Tree crowns should be sprayed with water periodically to reduce dust accumulation on the leaves. 11. No conduit or utilities can be installed within tree protection areas. Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible. 12. No landscape topsoil dressing greater than 4 inches shall be permitted within the drip line of trees. No soil is permitted on the root flare of any tree. Grading limited to 3 inch cut. 13. Pruning to provide clearance for structures, vehicular traffic and equipment shall take place before construction begins. 14. All pruning must be done according to recognized, approved standards of the industry (reference the national arborist association pruning standards for shade trees) by a certified arborist and shall be approved and supervised by owners representative or project urban forester. 15. Damage to trees or any natural resource due to contractor's negligence during the construction phase shall be appraised by the owners representative and ordered repaired, replaced, or compensated. DRIP LINE FENCE POST 5' (TYP.) NOTES: TREE_PROTECTION_FENCETREE PLANTING ON SLOPE DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW HFA HFA-AE , LTD. 1" POLY ROPE OR yr NOTES: 5.FINISHED GROUND-2 MAX N1SLOPE 6. CENTERED %" T8"8” SCALE: NTSSCALE: NTS (2) 36”x4" STEEL EDGING -FINISHED GRADE A im IF SOD AS SPECIFIEDIF-III-ll r PAVEMENT PREPARED SOL =1300111=111—111=11 I=i SCALE: NTSSCALE: NTS 120’120’C WENDY D. WERT73%1002 PLAN0 (4NDSCAY 42 1"FIRMLY, 18” FROM TRUNK. t"MULCH, 3” MIN. DEPTH,11/2”AT TRUNK LL 7 FINISH GRADE7 FINISHED GRADE CREATE SOIL SAUCER W/ BACKFILLmT UNDISTURBED SUBGRADE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. SCALE: NTS SCALE: NTS THREE 2” X 4” X 8’ STAKES SPACE EVENLY AROUND TREE AND ANCHOR 6” OF EXISTING SOIL THOROUGHLY MIXED W/ 4” DEPTH OF TOPSOIL ROLL SOD & WATER THOROUGHLY 2x ROOT BALL DIAMETER (MIN)' NYLON STRAP PLANTING SOIL MIX (SEE PLANTING NOTES) -RUBBER HOSE / FINISHED GRADE - (SEE GRADING PLAN) ROOTBALL (SEE ROOTBALL PIT DETAIL) PLANTING SOIL MIX 8. 9. SOIL & ROOT LAYER TO BE LEVEL WITH TOP OF PAVEMENT SET PLANT WITH 1/8 HEIGHT OF ROOTBALL ABOVE EXISTING GRADE MULCH, 3” MIN. REFER TO ROOTBALL DETAIL PLANTING SOIL MIX PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTALLATION. MULCH, 3” MIN. CREATE SOIL SAUCER W/ TOPSOIL FINISHED GRADE (SEE GRADING PLAN) REMOVE ROPES/STRAPS AT TOP OF ROOTBALL. PEEL BACK WIRE BASKET AND BURLAP FROM TOP 1/3 OF BALL REMOVE EXCESS SOIL FROM TOP OF ROOT COLLAR (IF PRESENT) SET TOP OF ROOTBALL 2” ABOVE FINISHED GRADE MULCH - 1/2” DEEP AT STEM, 3” DEEP BETWEEN PLANTS. CREATE SOIL SAUCER W/ TOPSOIL MINIMUM DEPTH OF 12” PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. AMEND SOIL. 1/2” EDGER TO BE SMOOTH CLEAN & PARALLEL TO PAVEMENT TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTALLATION. CREATE SOIL SAUCER W/ TOPSOIL. STAKES 2"X2" WOODEN STAKES OR METAL ANCHORS. CUT STAKES LONG ENOUGH FOR SECURE GRIP IN SUBGRADE. ANGLE STAKES 20-30OFF VERTICAL. USE 3 STAKES PLACED EQUAL DISTANCE APART. 4 STAKES MAY BE NECESSARY FOR TREES GREATER THAN 4” CALIPER. NOTE: ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL 2 TO 4 HOURS PRIOR TO PLANTING. SET TOP OF ROOTBALL 2” ABOVE FINISH GRADE 2. 3. NYLON STRAP MAY BE USED IN PLACE OF RUBBER HOSE (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED). REMOVE WIRE OR NYLON TWINE FROM BALL. INSTALL TOP OF BALL 2" ABOVE FINISHED GRADE (ADJACENT UPHILL GRADE). SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION OF PLANTING. LENGTH OF RUBBER HOSE TO BE 25 THE CIRCUMFERENCE OF TREE CALIPER. PLACE 2 WOOD STAKES PARALLEL TO STREET OR PARKING LOT. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. SET TREE IN VERTICAL PRIOR TO STAKING. SEE LANDSCAPE SPECIFICATIONS FOR ANY OTHER PLANTING REQUIREMENTS. BIODEGRADABLE STRAPS (3) AT 120 APART. ATTACH IN A BRANCH CROTCH APPROX. 1/3 THE HEIGHT OF THE MAIN STEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT BIODEGRADABLE STRAPS (3) AT 120’ APART. ATTACH IN A BRANCH CROTCH APPROX. 1/3 THE HEIGHT OF THE MAIN SSTEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT TOP OF ROOT BALL TO BE 2" ABOVE FINISHED GROUND 1"x16" TAPERED STEEL STAKE (30” O.C. MAX) NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. 10. THIS DETAIL APPLIES TO BOTH SINGLE AND MULTI-STEM TREES. 1"x2”x18” WOOD STAKE W/ LANDSCAPE PLANTING BED 4 -REMOVE TOP 1 OF BURLAP AND ANY NAILS, PINS, ETC. -2"—4" SHREDDED HARDWOOD MULCH LAYER OVER THE TOP OF 10MIL -WEFAIgMAWATER BERM -COMPACT FILL TO BE BENCHED IN A △ A A A — O JH7 Fll I1 1 UNDISTURBED SUBGRADE HOLE PLANTING MIX- (AS SPECIFIED) REMOVE TO 23- OF WIRE BASKET (WHERE PRESENT) % AEOFAMc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0-0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 09050.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.8 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0SUBBASIN A-020.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.7 1.2 0.6 0.4 0.3 0.3 0.3 0.4 0.7 0.6 0.6 0.5 0.0 0.1 0.1 0.0 0000A 0.0 AP-1 ANALYSIS POINT 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.3 2.6 0.7 0.2 0.1 0.0 0.0 5.7 4.9 2.9 1.6 0.8 0.7 0.8 0.9 1.3 3.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:0.5 5.8 0.9 0.3 0.1 0.0 0.03.8 3.8 3.4 2.6 1.8 1.5 1.9 2.2 2.0 1.9 2.6 6.50.0 186 31 0.0SF120.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.7 2.3 0.4 0.1 0.0 0.0 4.2 3.5 2.5 1.9 1.9 3.2 2.9 1.9 2 4.2 5 814 128229 27 28 27 0.00.0 0.0 0.0 0.0 0.1 0.1 1.2 1.6 0.6 0.1 0.0 0.0 5.6 3.1 1.5 1.9 3.2 2 5.0 1.5 2.1 2.0 33 34 18?28 D SE1223.25 0.0|:23, 20 i0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 0.9 0.4 0.1 0.0 0.071.9 1.3 0.9 1.2 1.20.0 0.00.0 0.0 0.0 0.0 0.1 0.6 0.8 1.0 0.6 1.2 5.9 5.6 0.6 0.2 0.1 0.0 0.0 3.6 2.6 0.6 0.9 0.80.1 322 26 23 0.00.0 0.0 0.0 0.1 0.5 1.5 1.2 1.2 2.1 0.8 8.9 0.6 0.2 0.1 0.0 0.0 3.1 2.2 1.2 0.992629 LABELLUM NO. MTG. HT. 22 0.00.1 0.1 091 0.2 0.7 1.9 2.2 2.8 1.6 6.7 1.6 0.9 0.3 0.1 0.0 0.0 1-7 A4 106.0 4.0 2.6 2.5 1.5 2.0 1.5 0.2 8-9 A4B 10 0.0100.1 0.3 0.3 0.5 0.8 0.2 0.1 0.0 0.0121514164.0 10-40 D 8.53.7 4.5 2.7 2.1 2.6 5.8 4.0 2.3 1.2 0.7 1.3 2.3 2.0 1.5 2.9 135 2.4 41-162 SB 15-18 0.00.1 0.5 0.9 1.2 3.5 0.5 0.2 0.1 0.0 0.0 163 18.2SB042.9 3.9 3.6 2.1 1.6 2.0 2.7 2.8 2.6 1.9 0.7 0.7 0.9 1.5 5.2 5.9 164 14.23SB04 0.00.1 3.1 0.7 0.2 0.1 0.0 0.0 165 18.2SB120.9 1.9 3.5 5.5 3.3 1.8 1.2 1.3 1.5 1.5 1.0 0.9 2.8 A4 166 14.23SB12o8"o.o0.0 6.3 3.3 1.8 2.3 1.0 0.9 0.4 0.1 0.1 0.0 0.0 167-173 SF 9.50.7 1.9 1.0 2.2 3.3 3.6 3.1 1.9 1.6 2.9 3.5 3.4 2.7T 174-176 9.5SF0290.0A40.10.0 0.2 0.6 0.9 1.6 3.2 1.1 0.6 0.7 0.9 0.3 0.3 0.1 0.0 0.0 0.0 177-178 SF04 9.52.1 6.1 8.7 5.0 1.5 4.2 7.9 3.2 179-187 SF12 9.5 0.00.0 00.0 T 0.10.0 0.3 0.5 0.1 0.4 0.3 0.2 0.9 1.0 0.5 0.4 0.6 1.3 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 188 WP 8.5 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LABEL AVG MAX MIN AVG/MIN MAX/MIN 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PROPERTY LINE 0.03 0.2 0.0 N.A. N.A. UNDERCANOPY 22.31 34 3.19 4.867 PAVED SURFACE 2.72 9.6 0.7 3.89 13.71 UNDEFINED 0.40 8.9 0.0 N.A. N.A. SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DIM SETTINGS BUG Rating ARR. WATTS TOTAL WATTS MANUFACTURER CATALOG LOGIC A4 Single 6394 1.030 1.000 B1-U0-G3 45.14 315.98 Lithonia Lighting DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD7 2 A4B SINGLE 4582 1.030 1.000 B0-U0-G2 45.14 90.28 Lithonia Lighting DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD 31 D Single 986 1,000 1.000 N.A.13.1 406.1 Juno Lighting WF6 SWW5 90CRI MW 122 SB Single 133 1.000 1.000 N.A.3.65 445.3 PLED M-SV024-BL 2 SB04 SF 4FT 133 1.000 1.000 N.A.51.1 102.2 PLED M-SV024-BL 2 SB12 SF 12FT 133 1.000 1.000 N.A.160.6 321.2 PLED M-SV024-BL 7 SF Single 205 1.000 1.000 N.A.3.79 26.53 P-LED M-SX024-BL 3 SF02 SF 2FT 205 1.000 1.000 N.A. 30.32 90.96 P-LED M-SX024-BL 2 SF04 SF 4FT 205 1.000 1.000 N.A.53.06 106.12 P-LED M-SX024-BL 9 SF12 SF 12FT 205 1.000 1.000 N.A.166.76 1500.84 P-LED M-SX024-BL 1 WP Single 2913 1.030 1.000 B1-U0-G1 24.42 24.42 Lithonia Lighting WPX1 LED 40K MVOLT EXXX DBLXD DESCRIPTIONREV. BY DATE7 REOLEONARD I R ASSOCIATES R1 JRB 11/14/25 REDUCED HEIGHT OF POLES TOP 10 FT JRBR2 01/05/26 REVISED CAD BACKGROUND R3 JRB 01/21/26 REDESIGNED TO MEET SPILL WITH DSX0 AND UPDATED POLE NOTATION RL-10650-S1-R3 LUMINAIRE LOCATION SUMMARY CALCULATION SUMMARY LUMINAIRE SCHEDULE 185 SF12 154 SB NOTES: - POLE MOUNTED FIXTURES ARE MOUNTED ON A 7FT POLE ATOP A 3FT CONCRETE BASE. 18.8 SF12 95 SB 155 SB3 FOOTCANDLES LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES UNLESS OTHERWISE NOTED D । 166 SB12 188 WP 0.0 0.0 0.0 0.0 181 SF12 165SB12 0.2 0.2 0.0 0.0 LAYOUT BY: JRB 2.8 13 0.2 0.2 0.0 0.0 8 A4B 3.7 A4 9A4B 7.8 9 SCALE: 1"= 16' 0.3 0.2 1.6 4 __20 180 SF12 1.2 8 09/22/25 28 D „20 9.6 1 15 5 A4 4.5* DWG SIZE: D 0.0 0.0 0.1 0.0 0.10.1 93 SB * 6.4 1 0.1 0.1 4 — A48 0.91.0 2.7 3.5 0.0 SUBBASIN A-04 1.5 1.8 3.2 2 • A4 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 | redleonard.com 0.53 2.1 DISCLAIMER ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATEO/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. 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THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY LOCATIONS OF EMERGENCY LIGHTING SHOWN WERE PROVIDED BY OTHERS. RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INSUFFICIENT LIGHTING DURING AN EMERGENCY EVENT. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. PROJECT NAME: 7 BREW FAIRHOPE, AL DRAWING NUMBER: A-01 1.03 0.0 0.0 3.1 3.6 3.8 4.9 0.1 0.1 0.0 0.0 184 SF12 183 3SF12 °.1 —28 62.1 A4 0.1 0.1 :.8H= .8TI: CO O (W).916L1 3 „!S,00.00 N (8),268L! M „00,00.00 N W ® NO Q 2 i Q 0 00 X O G — n OD L 0 2 0 Sr o9 20 O Z Z O o,—I (N).L8‘891 M„1S,61.00s (d),vL‘891 M „8£,S1.00 s Q o Go 22 0) D — O) 9 — d Lu D Q 0) D O 0) • O O o o O n Q. 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N O . 1 8 5 7 0 8 6 PA R C E L # 4 6 - 0 2 - 0 3 - 0 - 0 0 0 - 0 0 4 . 2 4 1 i Q LO T 4 N/ F CO R T E , C A V E / M I T C H E L L 1 L L C PA R C E L # 4 6 - 0 2 - 0 3 - 0 - 0 0 0 - 0 0 4 . 2 4 0 CO R N E R O F H W Y 1 8 1 - H W Y 1 0 4 S U B 1 SL I D E 2 9 5 4 — B A N D S L I D E 2 9 5 4 - C 4 44 1 6 8 . 5 6 S q . F e e t 1. 0 1 4 A c r e s 9 I L ) \ GR A S S 15 ’ D R A I N A G E A N D U T I L I T Y E A S E M E N T 10 9 ( 2 1 ) a0 0 o o C Q IN V W ' •S I T E B M IN V TO C : 1 1 6 . 9 7 ‘ IN V : 11 1 . 7 0 ‘ L I I ) PR O J E C T L O C A T I O N : PR E P A R E D F O R : Z. S . S U F I U A 1 A A , Fo r i n q u i r i e s , q u e s t i o n s o r c o n c e r n s a b o u t t h i s s u r v e y c o n t a c t mj f e l d b u s c h @ u s s u r v e y o r . c o m o r c a l l 1 - 8 0 0 - 8 6 7 - 8 7 8 3 e x t . 2 0 1 21 in in AL T A / N S P S L A N D T I T L E S U R V E Y SU R V E Y O R ' S C E R T I F I C A T I O N TO : H A R R I S O N F R E N C H ; F I R S T A M E R I C A N T I T L E I N S U R A N C E C O M P A N Y TH I S I S T O C E R T I F Y T H A T T H I S M A P O R P L A T A N D T H E S U R V E Y O N W H I C H I T I S B A S E D WE R E M A D E I N A C C O R D A N C E W I T H T H E 2 0 2 1 M I N I M U M S T A N D A R D D E T A I L R E Q U I R E M E N T S F O R AL T A / N S P S L A N D T I T L E S U R V E Y S , J O I N T L Y E S T A B L I S H E D A N D A D O P T E D B Y A L T A A N D N S P S , "I h e r e b y c e r t i f y t h a t a l l p a r t s o f t h i s s u r v e y a n d d r a w i n g h a v e b e e n c o m p l e t e d ac c o r d a n c e w i t h t h e c u r r e n t r e q u i r e m e n t s o f t h e S t a n d a r d s o f P r a c t i c e f o r S u r v e y i n g th e S t a t e o f A l a b a m a t o t h e b e s t o f m y k n o w l e d g e , i n f o r m a t i o n , a n d b e l i e f . ” AN D I N C L U D E S I T E M S 1, 2, 3 , 5 , 4, 6a , 6 b , 7 a , 7 b ( 1 ) , 8, 9, 1 1 b , 1 3 , 1 6 , 1 7 , 1 9 , 2 0 . & 22 O F T A B L E A TH E R E O F . T H E F I E L D W O R K WA S CO M P L E T E D O N J U L Y 8, 20 2 5 . RE C E N T S T R E E T O R S I D E W A L K R E P A I R S . LI N E S , ST R E E T R I G H T - O F - W A Y IN NO O B S E R V A B L E C H A N G E S 4. N O T E S R E G A R D I N G T A B L E A I T E M S 1 6 & 1 7 - #2 - 3. S I T E B E N C H M A R K S - 2. V E R T I C A L D A T U M - N A V D 8 8 , O P U S S O L U T I O N HE I G H T R E S T R I C T I O N S - 3 0 ° 1. Z O N I N G : B - 2 ( G E N E R A L B U S I N E S S ) c c SI T E D A T A le s s . Be g i n n i n g . S a i d e a s e m e n t c o n t a i n s 1 . 7 0 a c r e s , m o r e o r le n g t h o f 9 8 . 2 9 ‘ , t h e n c e r u n a l o n g di s t a n c e o f 3 5 9 . 8 7 ‘ t o t h e P o i n t o f of N- 9 0 ' 0 0 ’ 0 0 " - W ap p u r t e n a n t d e s c r i b e d a s : TO G E T H E R W I T H a p e r m a n e n t i n g r e s s / e g r 1 4 5 . 8 5 f e e t t o o p o i n t ; t h e n c e 14 2 . 1 9 f e e t , S- 2 2 ' 2 0 ' 4 0 ' - W , ar c d i s t a n c e o f an a r c d i s t a n c e o f 7 9 . 9 2 f e e t t o a p o i n t ; t h e n c e 77 . 2 0 f e e t . ‘M - . 9 9 . B 9 . £ 9 - S al o n g , a c u r v e t o t h e l e f t h a v i n g a ra d i u s o f 8 8 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s S— 0 0 ’ 1 5 ' 3 8 ' — W a l o n g s a i d W e s t St a t e R o u t e 1 8 1 , 5 4 . 4 6 f e e t t o a p o i n t ; t h e n c e th e n c e 86 3 . 2 8 f e e t t o Hw y 1 0 4 ZO N I N G A N D R E S T R I C T I O N S S H O W N H E R E O N W E R E O B T A I N E D B Y A GE N E R A L R E Q U E S T A T T H E P U B L I C C O U N T E R O F T H E L O C A L Z O N I N G AU T H O R I T Y . N O R E P R E S E N T A T I O N I S M A D E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F S A I D T H I R D P A R T Y I N F O R M A T I O N . T H I S F I R M I S N O T AN E X P E R T I N T H E I N T E R P R E T A T I O N O F C O M P L E X Z O N I N G O R D I N A N C E S , CO M P L I A N C E I S B E Y O N D T H E S C O P E O F T H I S S U R V E Y . A N Y U S E R O F SA I D I N F O R M A T I O N I S U R G E D T O C O N T A C T T H E L O C A L A G E N C Y D I R E C T L Y . ri g h t - o f - w a y o f S t a t e r o u t e 1 8 1 , 3 6 . 5 5 f e e t t o a p o i n t ; t h e n c e r u n N — 9 0 ’ 0 0 ' 0 0 " - W l e a v i n g sa i d W e s t r i g h t - o f - w a y o f S t a t e R o u t e 1 8 1 , 8 9 . 7 5 f e e t t o a p o i n t ; t h e n c e r u n S o u t h w e s t e r l y MA G N A I L , E L E V . 1 1 7 . 3 1 ‘ MA G N A I L , E L E V . 1 1 5 . 7 6 ’ S- 8 9 ’ 3 9 ’ 5 3 " - E , 5 7 4 . 8 0 fe e t to th e P o i n t o f B e g i n n i n g ; t h e n c e r u n N o r t h e a s t e r l y a l o n g a c u r v e to t h e l e f t h a v i n g a r a d i u s o f 5 0 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s N - 4 5 ’ 1 0 ' 0 3 " - E , 7 0 . 9 2 f e e t , an a r c d i s t a n c e o f 7 8 . 8 3 f e e t t o a p o i n t ; t h e n c e r u n N - O O ’ O O ' O O ' - E , 1 5 4 . 1 8 f e e t t o a p o i n t ; th e n c e r u n No r t h w e s t e r l y al o n g a c u r v e t o t h e l e f t h a v i n g a r a d i u s o f 8 7 . 0 0 f e e t , a c h o r d o f wh i c h b e a r s N — 0 3 ’ 2 6 ' 3 7 ’ — W, 10 . 4 5 f e e t , a n a r c d i s t a n c e o f 1 0 . 4 6 f e e t t o a p o i n t ; t h e n c e r u n N- 0 6 ’ 5 3 ' 0 6 " - W , 1 1 8 . 0 6 f e e t t o a p o i n t ; t h e n c e r u n No r t h e a s t e r l y al o n g a c u r v e t o t h e r i g h t ha v i n g a r a d i u s o f 1 5 0 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s N - 4 4 5 4 2 9 - E , 2 3 5 . 7 3 f e e t , a n a r c di s t a n c e o f 2 7 1 . 1 9 f e e t t o a p o i n t ; t h e n c e r u n S o u t h e a s t e r l y a l o n g a c u r v e t o t h e l e f t h a v i n g a r a d i u s 1 7 5 . 0 0 fe e t , a c h o r d o f w h i c h be a r s S- 8 6 3 8 ‘ 5 8 " - E , 2 0 . 4 5 fe e t , an a r c di s t a n c e of 20 . 4 7 f e e t t o a p o i n t ; t h e n c e r u n N - 9 0 ’ 0 0 ' 0 0 ” - E , 8 5 . 5 3 f e e t t o a p o i n t o n th e We s t ri g h t - o f - w a y o f S t a t e R o u t e 1 8 1 ; t h e n c e r u n S- 33 2 5 4 6 - E a l o n g s a i d W e s t r i g h t - o f - w a y o f So u t h w e s t e r l y a l o n g a c u r v e t o t h e r i g h t h a v i n g a ra d i u s o f 3 1 3 . 0 0 f e e t , a c h o r d o f w h i c h be a r s S - 4 1 ’ 1 9 ' 3 6 ’ - W , 3 6 . 7 1 fe e t , an a r c di s t a n c e of 3 6 . 7 3 f e e t t o a p o i n t ; t h e n c e r u n So u t h w e s t e r l y a l o n g a c u r v e t o t h e le f t ha v i n g a r a d i u s 1 8 7 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s 5. U N D E R G R O U N D U T I L I T I E S S H O W N H E R E O N A R E F R O M A R E P O R T FU R N I S H E D B Y B L O O D H O U N D U T I L I T Y L O C A T O R S . NO O B S E R V A B L E E V I D E N C E O F E A R T H M O V I N G W O R K , B U I L D I N G CO N S T R U C T I O N O R B U I L D I N G A D D I T I O N S I N R E C E N T M O N T H S . S- 0 0 ‘ 0 0 ‘ 0 0 " - E 2 2 3 . 2 3 f e e t t o a p o i n t ; t h e n c e r u n N - 8 9 3 9 5 3 - W , 1 0 0 . 2 9 f e e t t o t h e P o i n t of B e g i n n i n g , c o n t a i n i n g 1 . 1 7 a c r e s , m o r e o r l e s s . SE T B A C K S - -F R O N T = 2 0 ‘ ; W H E R E A B U T S R E S I D E N T I A L , B E I N L I N E W I T H AD J A C E N T S T R U C T U R E S -C O R N E R S I D E = N O N E -S I D E = O ‘ ; 1 0 ‘ W H E N A B U T T I N G R E S I D E N T I A L -R E A R = O ‘ ; 2 0 ‘ W H E N A B U T T I N G R E S I D E N T I A L S- 0 0 ’ 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 1 9 . 8 5 ; t h e n c e r u n S - 4 5 ’ 1 0 ' 0 3 ” - W f o r a d i s t a n c e o f 3 5 . 4 6 to a p o i n t o n t h e N o r t h r i g h t o f w a y l i n e o f A l a b a m a H w y 1 0 4 ; t h e n c e r u n S — 8 9 ’ 3 9 ’ 5 5 ” — E al o n g s a i d r i g h t o f w a y l i n e f o r a d i s t a n c e o f 1 1 0 . 0 0 ‘ ; t h e n c e l e a v i n g s a i d r i g h t o f w a y r u n N- 4 4 ' 4 9 ’ 5 7 ” - W f o r a d i s t a n c e o f 4 2 . 3 4 ‘ ; t h e n c e r u n N - 0 0 ’ 0 0 ’ 0 0 - E f o r a d i s t a n c e o f 16 5 . 9 6 ‘ ; t h e n c e r u n N - 4 5 ’ 0 0 ' 0 0 ” - E f o r a d i s t a n c e o f 2 0 . 5 1 ‘ ; t h e n c e r u n N - 9 0 ’ 0 0 ' 0 0 ” - E f o r a d i s t a n c e o f 2 4 4 . 3 3 ‘ ; t h e n c e r u n S — 4 5 ’ 0 0 ' 0 0 ” — E f o r a d i s t a n c e o f 2 0 . 5 1 ‘ ; t h e n c e r u n S— 0 0 ’ 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 1 6 8 . 9 4 ; t h e n c e r u n S - 4 5 ’ 1 0 ’ 0 3 ” - W f o r a d i s t a n c e o f , 4 0 . 1 6 ‘ to a p o i n t o n t h e N o r t h r i g h t o f w a y l i n e o f A l a b a m a H w y 1 0 4 ; t h e n c e r u n S — 8 9 ' 3 9 ’ 5 5 ” — E al o n g s a i d r i g h t o f w a y f o r a d i s t a n c e o f 1 0 0 . 0 0 ‘ ; t h e n c e l e a v i n g s a i d r i g h t o f w a y l i n e r u n N- 4 4 ’ 4 9 ’ 5 7 ” - W f o r a d i s t a n c e o f 3 5 . 2 5 ‘ ; t h e n c e r u n N - 0 0 ' 1 r 1 1 ” — E f o r a d i s t a n c e o f 17 8 . 9 2 ‘ ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 . 5 0 ‘ ; t h e n c e r u n N - O O ’ O O ' O O ’ - E f o r a di s t a n c e o f 5 9 . 0 9 ‘ ; t h e n c e r u n N - 1 5 ’ 0 7 ’ 3 1 " - E f o r a d i s t a n c e o f 7 7 . 2 2 ‘ t o t h e b e g i n n i n g o f a cu r v e t o t h e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 9 0 . 8 2 ‘ , a c h o r d b e a r i n g N - 5 2 ’ 3 3 ’ 4 6 " - E a n d ch o r d l e n g t h o f 8 4 . 5 0 ‘ ; t h e n c e r u n a l o n g s a i d c u r v e 9 0 . 8 2 ‘ ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - E f o r a di s t a n c e o f 1 6 6 . 4 4 ‘ t o a p o i n t o n t h e w e s t r i g h t o f w a y l i n e o f A l a b a m a H i g h w a y 1 8 1 ; t h e n c e ru n N - 0 0 ’ 1 5 ' 3 8 ” — E a l o n g s a i d r i g h t o f w a y l i n e f o r a d i s t a n c e o f 4 5 . 0 0 ‘ ; t h e n c e l e a v i n g s a i d Be g i n n i n g a t th e No r t h e a s t c o r n e r o f L o t 1 , a s re c o r d e d on S l i d e 2 9 5 4 - B in t h e O f f i c e of th e J u d g e o f P r o b a t e , B a l d w i n C o u n t y , A l a b a m a a n d a l s o s a i d p o i n t b e i n g t h e P o i n t o f Be g i n n i n g ; t h e n c e r u n N - 9 0 ’ 0 0 ' 0 0 " - W 3 5 . 0 0 ‘ t o a p o i n t ; t h e n c e r u n S - 0 0 ’ 0 0 ’ 0 0 ” - E f o r a di s t a n c e o f 3 7 0 . 8 0 ‘ ; t h e n c e r u n S - 2 8 ’ 0 6 ’ 0 8 ’ ’ - W f o r a d i s t a n c e o f 5 4 . 2 9 ‘ t o t h e b e g i n n i n g , o f a c u r v e t o t h e l e f t , s a i d c u r v e h a v i n g a r a d i u s o f 5 1 . 3 1 ‘ , c h o r d b e a r i n g o f S - 0 1 2 6 ‘ 1 6 ” W an d c h o r d l e n g t h o f 64 . 4 2 ‘ , th e n c e r u n a l o n g s a i d c u r v e 6 9 . 6 4 ‘ t o t h e b e g i n n i n g o f c u r v e t o th e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 1 3 7 . 0 2 ‘ , a c h o r d b e a r i n g o f S — 3 1 ' 5 5 ’ 3 1 ” — E a n d ch o r d l e n g t h o f 4 5 . 6 5 ‘ , t h e n c e r u n a l o n g s a i d c u r v e 4 5 . 8 6 ‘ t o t h e b e g i n n i n g o f a c u r v e t o th e r i g h t , s a i d cu r v e ha v i n g a r a d i u s o f 2 7 . 4 0 ‘ , a c h o r d b e a r i n g S - 0 3 ’ 0 1 ’ 4 0 " - E a n d c h o r d le n g t h of 1 6 . 1 0 ‘ ; t h e n c e r u n a l o n g s a i d c u r v e 1 6 . 3 4 ; th e n c e ru n S — 1 5 ' 0 7 ' 3 1 ” — W f o r a di s t a n c e o f 5 4 . 8 2 ‘ t o t h e b e g i n n i n g o f a c u r v e t o t h e l e f t , s a i d c u r v e h a v i n g a r a d i u s o f 17 4 . 5 0 ‘ , a c h o r d b e a r i n g o f S - 1 2 ' 5 3 ' 0 8 ” - W a n d c h o r d l e n g t h o f 1 3 . 6 4 ‘ ; t h e n c e r u n a l o n g sa i d cu r v e 1 3 . 6 4 ‘ t o t h e b e g i n n i n g o f a c u r v e t o t h e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f ri g h t o f w a y r u n N — 9 0 ' 0 0 ’ 0 0 ” — W f o r a d i s t a n c e o f 1 6 6 . 5 8 ‘ t o t h e b e g i n n i n g o f a c u r v e t o th e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 6 9 . 5 0 ‘ , a c h o r d b e a r i n g N — 4 5 ' 0 0 ‘ 0 0 ” - W a n d a c h o r d .— 1 — n o n n ’ 4 - - - - - - - - - - - - - - - — — g s a i d c u r v e 1 0 9 . 1 7 ’ ; t h e n c e r u n N — 0 0 ' 0 0 ’ 0 0 “ — W f o r a PA R K I N G P R O V I D E D - -R E G U L A R = 0 S P A C E S -H A N D I C A P = 0 S P A C E S TO T A L S P A C E S P R O V I D E D = 0 M A R K E D S P A C E S Co m m e n c i n g a t t h e S o u t h w e s t c o r n e r o f s a i d L o t 2 , N W C o r n e r H w y 1 8 1 Su b d i v i s i o n ; t h e n c e r u n N - 0 0 ' 0 4 ’ 2 0 " - W , 8 6 3 . 2 8 f e e t t o t h e a p o i n t ; 14 . 5 0 ’ , a c h o r d b e a r i n g S — 5 0 ' 1 9 ’ 2 2 " - W a n d c h o r d l e n g t h o f 1 8 . 5 2 ’ ; t h e n c e r u n a l o n g s a i d cu r v e 2 0 . 0 8 ’ ; t h e n c e r u n N — 9 0 ' 0 0 ’ 0 0 " — W f o r a d i s t a n c e o f 3 2 7 . 0 9 ’ ; t h e n c e r u n OF T H I S P R O P E R T Y . I 4 S I T E B M #2 c c ST A N D A R D L E G E N D on F e b r u a r y 2 0 , Re s t r i c t i o n s a n d G r a n t o f E a s e m e n t s , 20 2 4 re c o r d e d As a m e n d e d b y t h e A m e n d m e n t t o D e c l a r a t i o n of C o v e n a n t s , C o n d i t i o n s , 21181614 131211 AS P E R C O M M I T M E N T N O . N C S - 1 2 2 6 4 9 1 A L 1 - O R L D A T E D J U N E 3 0 , 2 0 2 5 ( NO T E S C O R R E S P O N D I N G T O S C H E D U L E B ) 21 . D e c l a r a t i o n o f C o v e n a n t s , C o n d i t i o n s , R e s t r i c t i o n s a n d g r a n t o f E a s e m e n t re c o r d e d a s I n s t r u m e n t N u m b e r 1 8 8 8 6 2 0 . 16 . B u i l d i n g s e t b a c k l i n e s , d r a i n a g e a n d u t i l i t y e a s e m e n t s , t e r m s , c o n d i t i o n s a n d re s t r i c t i o n s a s s e t o u t o n r e c o r d e d p l a t o f s a i d s u b d i v i s i o n o n S l i d e 2 9 5 4 - B , Sl i d e 2 9 5 4 — C a n d c o r r e c t e d i n D o c # 21 8 9 2 4 4 . SH O W N H E R E O N ; M U L T I P L E D R A I N A G E A N D U T I L I T Y E A S E M E N T S A L O N G W I T H 1 5 ‘ SI D E W A L K E A S E M E N T S H O W N A P P R O X I M A T E H E R E O N 13 . R e l e a s e o f D a m a g e s s e t f o r t h i n D e e d t o t h e S t a t e o f A l a b a m a d a t e d Ja n u a r y 2 4 , 2 0 1 4 , r e c o r d e d a s I n s t r u m e n t N u m b e r 1 4 3 9 2 3 4 . BL A N K E T I N N A T U R E , N O I T E M S T O P L O T 18 . D r a i n a g e E a s e m e n t g r a n t e d t o S t a t e o f A l a b a m a D e p a r t m e n t o f T r a n s p o r t a t i o n re c o r d e d a s I n s t r u m e n t N u m b e r 1 8 8 3 8 2 8 . SH O W N H E R E O N In s t r u m e n t N u m b e r 2 0 1 0 8 0 1 1 . Fu r t h e r a m e n d e d b y S e c o n d A m e n d m e n t t o D e c l a r a t i o n o f C o v e n a n t s , C o n d i t i o n s , Re s t r i c t i o n s a n d G r a n t o f E a s e m e n t s , r e c o r d e d o n A p r i l 4 , 2 0 2 5 a s I n s t r u m e n t Nu m b e r 2 1 8 0 2 4 6 . SH O W N H F R F O N — 1 0 ‘ U T I L I T Y E A S E M E N T A L O N G R E A R S I D E O F S U B J E C T P R O P E R T Y 19 . T e r m , C o n d i t i o n s , a n d R e s t r i c t i o n s o n u s e o f s u b j e c t p r o p e r t y a s s e t f o r t h i n Me m o r a n d u m o f L e a s e b e t w e e n C o r t e , C a v e / M i t c h e l l 1 , L L C , a s L a n d l o r d a n d Pu b l i x A l a b a m a , L L C , a s T e n a n t r e c o r d e d a s I n s t r u m e n t N u m b e r 1 8 8 8 6 1 9 . NO I T E M S T O P L O T 14 . N o n - E x c l u s i v e E a s e m e n t f o r I n g r e s s , E g r e s s a n d U t i l i t i e s f r o m B a r b a r a Y . Co r t e t o T h e S a n c t u a r y , L L C , d a t e d A p r i l 2 7 , 2 0 0 5 , r e c o r d e d a s I n s t r u m e n t Nu m b e r 8 8 7 9 8 1 . IS N O T O N O R D O E S N O T T O U C H 12 . R i g h t - o f - W a y f r o m B a r b a r a Y . C o r t e t o T h e U t i l i t i e s B o a r d o f t h e C i t y o f Fo l e y , d a t e d J u n e 2 4 , 1 9 9 8 , f i l e d f o r r e c o r d i n R e a l P r o p e r t y B o o k 8 4 5 , P a g e 62 3 . IS N O T O N O R D O E S N O T T O U C H 11 . O i l , G a s a n d M i n e r a l L e a s e f r o m A . I . C o r t e , J r . , a l s o k n o w n a s A t i l i o I . C o r t e , Jr . a n d B a r b a r a Y a r b r o u g h C o r t e t o A m e r a d a H e s s C o r p o r a t i o n , f i l e d f o r r e c o r d De c e m b e r 8 , 1 9 7 6 i n D e e d B o o k 5 1 0 , P a g e 2 6 9 . BL A N K E T I N N A T U R E , N O I T E M S T O P L O T ® NO N E TH I S S U R V E Y I S S U B J E C T T O A N Y A N D A L L E N F O R C E A B L E R E S T R I C T I V E C O V E N A N T S . C C SU R V E Y O R N O T E S c c LE G A L D E S C R I P T I O N IT E M S L I S T E D B E L O W M A Y R E P R E S E N T A N E A S E M E N T T H A T W A S N O T S H O W N I N SC H E D U L E B D O C U M E N T S TO G E T H E R W I T H A N D S U B J E C T T O a n o n - e x c l u s i v e e a s e m e n t , f o r i n g r e s s , e g r e s s , a n d u t i l i t i e s , ov e r a n d a c r o s s L o t 1 o f t h e N o r t h w e s t C o r n e r o f H w y 1 8 1 - H w y 1 0 4 S u b d i v i s i o n , a s r e c o r d e d on S l i d e 2 7 2 5 - E a n d r a t i f i c a t i o n o f p l a t r e c o r d e d a s I n s t r u m e n t N u m b e r 1 8 5 7 0 8 7 i n t h e Of f i c e o f t h e J u d g e o f P r o b a t e , B a l d w i n C o u n t y , A l a b a m a , w h i c h i s h e r e b y r e s e r v e d u n t o t h e gr a n t o r , i t s s u c c e s s o r s a n d / o r a s s i g n s f o r t h e b e n e f i t o f i t s a d j o i n i n g p r o p e r t y a n d a n y f u t u r e de v e l o p m e n t t h e r e o f . S a i d e a s e m e n t b e i n g m o r e p a r t i c u l a r l y d e s c r i b e d a s f o l l o w s : Lo t 5 o f P l a n t e r s P o i n t e S u b d i v i s i o n R e - s u b o f L o t 2 N W c o r n e r H w y 1 8 1 - H w y 1 0 4 S u b a s re c o r d e d o n S l i d e 2 9 5 4 - B a n d S l i d e 2 9 5 4 - C , a n d c o r r e c t e d i n D o c # 21 8 0 2 4 4 , B a l d w i n Co u n t y , A l a b a m a . NO R T H I N D E X I S GR I D S T A T E P L A N E A L W E S T N NO T T O S C A L E VI C I N I T Y M A P SI T E ST H W Y 1 0 4 EN C O U N T E R DR 7 O 9 NO N E A1 SC A L E : 1 " = 3 0 ' c ( IM P R O V E M E N T N O T E S 60 ' 30 ' O' 30 ' 22 TH I S I S A L I S T I N G O F O B S E R V E D I M P R O V E M E N T S T H A T C R O S S D E E D L I N E S . ST A T E M E N T O F O W N E R S H I P O R P O S S E S S I O N I S N O T T H E I N T E N T O F T H I S L I S T I N G . TH I S D R A W I N G W A S C R E A T E D T O B E V I E W E D I N D W G F O R M A T . I F I T I S R E P R O D U C E D OR V I E W E D I N P D F O R A N Y O T H E R E L E C T R O N I C F O R M A T , I T M A Y N O T B E T O S C A L E 22 . P e r m a n e n t I n g r e s s E g r e s s A c c e s s E a s e m e n t g r a n t e d t o L o t s 2 , 3 , 4 , 5 , 6 , 7 , 8 a n d 9 a s s h o w n o n P l a n t e r s P o i n t e S u b d i v i s i o n S l i d e 2 9 5 4 - B a s c o n t a i n e d i n Do c # 21 3 7 5 8 0 . SH O W N H E R E O N W CH O R D B E A R I N G ST A T E H I G H W A Y 1 0 4 ( G8 S LO T 4 LO T 3 CH P. O . C . t 1 L2 2 A TO G E T H E R W I T H C __ L . 1 5 . _ _ t LO T 5 L3 2 3 TO G E T H E R W I T H % M |S 1 5 ’ 0 7 ' 3 1 ' LO T 1 4 N LO T 1 P. O . B . -® ol r I ias% I TI T L E D E T A I L S C A L E : 1 ” = 2 0 0 ‘ © /O R R 0 I L8 Ce C4 TO G E T H E R W I T H AN D S U B J E C T T O 2 7 W W W W W W W I r N 4 5 ’ 1 0 ’ 0 3 ' S 0 3 ’ 2 6 ' 3 7 ' ' N 4 4 ’ 5 4 ' 2 9 ' S 8 6 ’ 3 8 ' 5 8 " S 6 3 ’ 5 8 ' 5 6 " S 4 1 ’ 1 9 ' 3 6 " S 2 2 ’ 2 0 ’ 4 0 " S 0 1 ’ 2 6 ’ 1 6 " N 3 1 ’ 5 5 ’ 3 1 ' N 0 3 ’ 0 1 ' 4 0 ’ S 5 0 ’ 1 9 ' 2 2 " N 5 2 ’ 3 3 ’ 4 6 ’ N 4 5 ’ 0 0 ' 0 0 ' P. O . B . TO G E T H E R W I T H AN D S U B J E C T T O RA D I U S 50 . 0 0 ' 87 . 0 0 ’ 15 0 . 0 0 ' 17 5 . 0 0 ' 88 . 0 0 ' 31 3 . 0 0 ' 18 7 . 0 0 ' 51 . 3 1 ' 13 7 . 0 2 ' 27 . 4 0 ' 14 . 5 0 ' 90 . 8 2 ' 69 . 5 0 ' DI S T A N C E 86 3 . 2 8 ' 57 4 . 8 0 ’ 15 4 . 1 8 ' 11 8 . 0 6 ' 85 . 5 3 ’ 54 . 4 6 ’ 36 . 5 5 ’ 89 . 7 5 ' 22 3 . 2 3 ' 10 0 . 2 9 ' 35 . 0 0 ' 37 0 . 8 0 ’ 54 . 2 9 ' 54 . 8 2 ’ 32 7 . 0 9 ’ 21 9 . 8 5 ’ 35 . 4 6 ' 11 0 . 0 0 ' 42 . 3 4 ' 16 5 . 9 6 ' 20 . 5 1 ' 24 4 . 3 3 ’ 20 . 5 1 ’ 16 8 . 9 4 ' 40 . 1 6 ' 10 0 . 0 0 ’ 35 . 2 5 ' 17 8 . 9 2 ' 2. 5 0 ’ 59 . 0 9 ' 77 . 2 2 ' 16 6 . 4 4 ' 45 . 0 0 ’ 16 6 . 5 8 ’ 35 9 . 8 7 ’ •T O G E T H E R WI T H LI N E LI _ _ L2 L3 L4 L5 L6 L7 L8 L9 _ _ L1 0 L1 1 L1 2 L1 3 L1 4 L1 5 L1 6 L1 7 L1 8 L1 9 L2 0 L2 1 L2 2 L2 3 L2 4 L2 5 L2 6 L2 7 L2 8 L2 9 L3 0 L3 1 L3 2 L3 3 L3 4 L3 5 ) /L 1 0 "F BE A R I N G N 0 0 ’ 0 4 ' 2 0 ” W S 8 9 ’ 3 9 ' 5 3 " E N 0 0 ’ 0 0 ' 0 0 " W N 0 6 ’ 5 3 ' 0 6 " W N 9 0 ’ 0 0 ' 0 0 " E S 3 3 ’ 2 5 ' 4 6 " E S 0 0 ’ 1 5 ' 3 8 " W N 9 0 ’ 0 0 ' 0 0 " W S 0 0 ’ 0 0 ' 0 0 " E N 8 9 ’ 3 9 ' 5 3 " W N 9 0 ’ 0 0 ' 0 0 " W S 0 0 ’ 0 0 ' 0 0 " E S 2 8 ′ 0 6 ′ 0 8 ” W A k , L1 8 . CH O R D L E N G T H 70 . 9 2 ' _ _ _ _ _ _ _ _ _ _ 10 . 4 5 ' __ _ _ _ _ _ _ _ 23 5 . 7 3 ' _ _ _ _ _ _ _ _ _ 20 . 4 5 ’ _ _ _ 77 . 2 0 ’ __ _ _ _ _ _ _ _ _ 36 . 7 1 ' __ _ _ _ _ _ _ _ _ 14 2 . 1 9 ' _ _ _ _ _ _ _ _ 64 . 4 2 ' _ _ _ _ _ _ _ _ _ _ 45 . 6 5 ' _ _ _ _ _ _ _ _ _ _ 16 . 1 0 ' __ _ _ _ _ _ _ _ 18 . 5 2 ' __ _ _ _ _ _ _ _ 84 . 5 0 ' _ _ _ _ _ _ _ _ _ _ 98 . 2 9 ' __ _ _ _ _ _ _ _ _ AR C L E N G T H 78 . 8 4 ' 10 . 4 6 ' 27 1 . 1 8 ' 20 . 4 6 ’ 79 . 9 2 ' 36 . 7 3 ' 14 5 . 8 6 ' 69 . 6 4 ’ 45 . 8 6 ' 16 . 3 4 ’ 20 . 0 9 ' 87 . 8 9 ' 10 9 . 1 7 ' LO T 1 PL A N T E R S P O I N T E S U B D I V I S I O N RE - S U B O F L O T 2 N O R T H W E S T CO R N E R O F H W Y 1 8 1 - H W Y 1 0 4 S U B SL I D E 2 9 5 4 - B A N D S L I D E 2 9 5 4 - C N 9 0 ’ 0 0 ' 0 0 " W S O O ' O O ' O O ' ’ E S 4 5 ’ 1 0 ' 0 3 " W S 8 9 ’ 3 9 ' 5 5 " E N 4 4 ’ 4 9 ' 5 7 " W S 0 0 ’ 0 0 ' 0 0 " E N 4 5 ’ 0 0 ' 0 0 " E N 9 0 ’ 0 0 ' 0 0 " E S 4 5 ’ 0 0 ' 0 0 " E 5 O O ' O O ' O O " E S 4 5 ’ 1 0 ' 0 3 " W S 8 9 ’ 3 6 ' 5 5 " E N 4 4 ’ 4 9 ' 5 7 " W N 0 0 ’ 1 1 ' 1 1 " E N 9 0 ’ 0 0 ' 0 0 ” E N 0 0 ’ 0 0 ' 0 0 " W N 1 5 ’ 0 7 ' 3 1 ” E N 9 0 ’ 0 0 ' 0 0 " E N 0 0 ’ 1 5 ' 3 8 " E N 9 0 ’ 0 0 ' 0 0 ” W N 0 0 ’ 0 0 ' 0 0 ” W CU R V E C1 _ _ _ _ C2 _ _ _ _ C3 _ _ _ _ C4 _ _ C5 _ _ _ _ C6 _ _ _ _ C7 _ _ _ _ C8 _ _ _ _ C9 _ _ _ _ C1 0 C1 1 C1 2 C1 3 SS 5 7 2 2 5 . D W G J 12 s , LA N D - 9 ' RY E 1 9 3 f) KR 07 / 1 7 / 2 0 2 5 DA T E O F C E R T I F I C A T I O N LO C A T E S O F O T H E R S . JO B N U M B E R : UT I L I T Y M A P S A N D U P O N B A S E D O F A C C U R A C Y S T A T E M E N T S SH E E T 1 O F 1 TO P R I O R NO T O R SU R V E Y T H I S NO SH O W N WH E T H E R PR O F O R M A an d I S N O T i n a S p e c i a l 4/ 1 9 / 2 0 1 9 wh i c h h a s a n e f f e c t i v e d a t e o f of t h e F l o o d I n s u r a n c e R a t e M a p , C o m m u n i t y P a n e l N o . e $ re : 01 0 0 3 C 0 6 6 1 M FL O O D D A T A Th i s p r o p e r t y i s i n Z o n e x CA D : KJ W PL S R E V I E W : . FI E L D S U R V E Y : RH , 2 0 2 5 DA T E : DA T E : SE P T E M B E R 3 , 2 0 2 5 MO R T G A G E S . P L O T FU T U R E C L O S I N G S . NO T U M I T E D T O , PR O J E C T T Y P E : PR O J E C T A D D R E S S : , 2 0 2 5 DA T E O F O R I G I N A L : JU L Y 1 7 BA L D W I N C O U N T Y , S T A T E O F A L A B A M A NO T V A L I D W I T H O U T OR I G I N A L S I G N A T U R E 98 6 7 S T A T E H W Y 1 0 4 FA I R H O P E , A L 3 6 5 3 2 CO M M E N C E M E N T O F W O R K . T H I S S U R V E Y H A S B E E N P R E P A R E D US I N G A V A I L A B L E U T I L I T Y D A T A . T H I S S U R V E Y O R D O E S N O T M A K E RE V I S I O N : A RE V I S E D T I T L E C O M M I T M E N T RE V I S I O N : / CL I E N T C O M M E N T S - M D T RE V I S I O N : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s b e l o w •9 l l 1 g s 9 9 9 = IT I S T H E C O N T R A C T O R S R E S P O N S I B I L I T Y T O L O C A T E A L L U T I L I T I E S , NO . 2 5 8 6 1 ; PR O F E S S I O N A L . AL T A / N S P S L A N D TI T L E S U R V E Y HA R R I S O N FR E N C H RO D N E Y K . Y O U N G P . L . S . AL A B A M A R E G I S T R A T I O N N O . 2 5 8 6 1 Fl o o d H a z a r d A r e a . F i e l d s u r v e y i n g w a s n o t p e r f o r m e d t o d e t e r m i n e t h i s z o n e . An e l e v a t i o n c e r t i f i c a t e m a y b e n e e d e d t o v e r i f y t h i s d e t e r m i n a t i o n o r a p p l y fo r a n a m e n d m e n t f r o m t h e F e d e r a l E m e r g e n c y M a n a g e m e n t A g e n c y . , 2 0 2 5 __ _ D A T E : J U L Y 2 1 NO T I C E : O T H E R F L O O D M A P S M A Y E X I S T T H A T S H O W F L O O D P L A I N A S D E T E R M I N E D B Y S T A T E O R M U N I C I P A L I T I E S . A T H E C E R T I F I C A T I O N O N L Y C O V E R S T H E F E M A F I R M M A P R E F E R E N C E D H E R E O N . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PL A N S , C O N S T R U C T I O N , L A N D S C A P I N G , P E R M I T T I N G , E T C . I T I S A V I O L A T I O N O F T H E F E D E R A L C O P Y R I G H T A C T , D I G I T A L MI L L E N N I U M C O P Y R I G H T A C T , T O C O P Y O R M O D I F Y A N D RE U S E T H I S S U R V E Y B E Y O N D T H E D A T E A N D S C O P E . U . S . SU R V E Y O R , I T S A S S O C I A T E S , A N D / O R A G E N T S S H A L L N O T B E LI A B L E F O R U S E O F T H I S S U R V E Y B Y A N Y O T H E R E N T I T I E S OR P E R S O N S F O R A N Y P U R P O S E B E Y O N D T H E O R I G I N A L DA T E , S C O P E . OP Y R I G H T N O T E : m — TH I S S U R V E Y S H A L L N O T B E U S E D W I T H A N A F F I D A V I T OR L E T T E R O F A N Y K I N D F O R R E U S E I N C L U D I N G , B U T , ;9 s N 2 9 0 ® hv a v © C O P Y R I G H T 2 0 2 5 U . S . S U R V E Y O R Th i s d r o w i n g : i s t h e P r o P e r t % I f U S : S u r v e y o r Co p y r i g h t a n d a l l r i g h t s a r e r e s e r v e d . T h e u s e of t h i s d r a w i n g s t y l e a n d f o r m o t i s s t r i c t l y pr o h i b i t e d w i t h o u t t h e w r i t t e n c o n s e n t a n d pe r m i s s i o n o f U. S . S U R V E Y O R AL T A / N S P S L A N D T I T L E S U R V E Y US S u r v e y o r I n t e r n a l U s e O n l y = X X X ff i f XX / X X SERVICE AREA [1101 3 2 c) CANOPY ABOVE I I FACE OF WALL FRAMING AND ------------ FOUNDATION WALL BELOW2'-6" D 10 CANOPY COLUMN I I I I co c l l ___I___B.6 I T 2I '■ Co B.5 o 15'-4 1/8”n I 10BUILDING FINISH TO BUILDING FINISH 15' - 0” FACE OF WALL FRAMING AND FOUNDATION WALL BELOW A3.0 I BD— | 201 6' - 3" m 5 9 C 3 8“ 7 (9)—t U A3.1 = 1 O \(16) |C FACE OF WALL FRAMING AND106 □FOUNDATION WALL BELOWC___ frmmm A3’ - 0" 8' -1 3/4" 3'-4 1/4” 3'-6"+ROUGH OPENING' AWNING ABOVE I A.1i 4(B.5 # I' -10"I' - 10" FLOOR PLAN 3/8" = 1 ’-0" m 5 u LL 0 m 5 u LU W FACE OF WALL FRAMING BELOW FACE OF COOLER PANEL AND FOUNDATION WALL BELOW ------------------------------ LU 2 O LU % LU — o LU CENTER OF CANOPY COLUMN- — O Z 2 LI < O O MECH ACCESS RM / . I l\ L ( Z m D. o I U/ I ! 1 _ __ ___ . 1 1 . I H ,11, ■ । .AU . Z S D L o O O m D o O D C 0 u LL 0) f CENTER OF_[ * h MECH ACCESS RM 3/8" = 1'-0"s 8s3N 9 $ 1s G ■ 4 & s § s N a 3 888 18 g i L i % 08 STORAGE I 104 1 000 15 c~ 07dMQ TOILET — O O I 102 .o 5 3 A1.1 02 2 ____ L _ MW DE —8 +19 MMM TI I 2'-0 1/2" 3' - 6" ROUGH OPENING 6'-9" z > 13145'- 0"5' - 0" MIN. CLEAR A2.3 A2.3\4A2.0\2 15'-0"5'-2 1/8" 10'-0" OVERALL FOUNDATION EDGE OF FRAMING ABOVE COORD. WITH CIVIL COOLER OVERALL V.I.F. COOLER 103 S Q C o o O | 44. 3' - 6" 3 ‘O 2 2 LU O I CD OI %) OJ • & ISSUE BLOCK 1 10/13/25 CHECKED BY:JM RTMDRAWN BY: DOCUMENT DATE: 10/13/25 keofALAK-=-AA625885.44,1 8876 46:31-05'00' ED A FLOOR PLAN SHEET: A1.0 PERMIT SET 2 (O0 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ANENC t 417.847.3131 HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & A S S o C I A T I. S , P L L C CENTER OF CANOPY COLUMN 6 ( V Co m LU o m LU d o o CENTER OF CANOPY COLUMN 12 NOTES: 2. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE 1. ALL EXPOSED PLUMBING PIPES TO FIXTURES SHALL BE ROUTED AS CLOSE TO THE WALL SURFACE AS POSSIBLE TO MINIMIZE PROJECTED ITEMS. REF MECH. FLOOR PLAN KEYNOTES 1 6 12 13 14 15 16 2 3 4 5 17 18 19 ACCESS DOOR FOR CRAWLSPACE ACCESS MOP SINK RE: PLUMBING DRAWINGS MECH. ACCESS DOOR AND LADDER - SUPPLIED BY OWNER WATER FILTRATION SYSTEM PREFABRICATED COMPLIANT MECHANICAL SERVICE GUARDRAIL PER IBC SECTION 1015 - EACH SIDE PREFABRICATED COOLER BY MANUFACTURER TO BE DETERMINED BY OWNER.G.C TO SUBMIT FORMARL RFIIMMIDIATELY TO ARCHITECT IF COOLER MANUFACTURER CONSTRUCTION VARIES FROM DETAILING PROVIDED IN DRAWING SET. ADA AUTO/MANUAL EGRESS CAPABLE ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF. ELECTRICAL STOREFRONT SIGNS - SUPPLIED & INSTALLED BY SIGN CONTRACTOR DOWNSPOUT CONNECTION TO STORMWATER SYSTEM; REF. CIVIL SITE CONTRACTOR TO COORDINATE CIVIL & STRUCTURAL DRAWINGS TO ENSURE ALL CANOPY COLUMN FOUNDATION PLATES & BOLTS ARE CONSTRUCTED IN A MANNER THAT CONCEALS THEIR CONNECTIONS COMPLETELY BELOW GRADE; TYP. DOWNSPOUT OUTLET- STORMWATERCONNECTION FROST-PROTECTED LANDING; REF. STRUCT,; FLUSH WITH SURROUNDING PAVEMENT; PROVIDE EXPANSION JOINTS AT EDGES ALL EXIT DOOR LANDING AREAS CANNOT SLOPE MORE THAN 2%____________ HSS COLUMN; REF. STRUCT._____________________________________________ ENCLOSED 12U DATA RACK -PROVIDE 2x WOOD BLOCKING AS INDICATED FOR ADDITIONAL SUPPORT; REF. ELEC 6" CONCRETE FILLED BOLLARD - TYP. G.C. TO COORDINATE WITH CIVIL HEAVY DUTY LINEAR BAR GRILLE - SUPPLY; REF. MECH. HEAVY DUTY LINEAR BAR GRILLE - RETURN; REF. MECH. 7 8 9 10 11 I ( I I€ I 1 „0 - . 9 RO U G H O P E N I N G 2/ A 2 . 1 .9 3' - 0 1 / 2 " 2 1 / 2 " - 4 2 — 2 L . C L L 2 0 | C o . 3' ' - 6' • 0 " -6 1 / 4 " I e M E -n i l .. . . . . . . . . . . . . . . . . . . . . . En l i 2— A M M W . w e N yy % 7 L = ( i) J v I d I 1 5" >3 \ 6" 2 -6 1 / 4 " uO - . S 6' • 0 " 6 ' • 0 " 6 " - .. 0 - . 9 -6 " RO U G H O P E N I N G RO U G H O P E N I N G R O U G H O P E N I N G R O U G H O P E N I N G T 6" 3' - 0 1 / 2 " 2 1 / 2 " 6' - 0 1 / 2 " 5 1 / 2 " 6 ' • 0 1 / 2 " 6 ' - 0 1 / 2 " 5 1 / 2 " - J I BO V E OV E R A L L E D G E O F F R A M I N G C LL —Q CC N Z ’ 0 m Q LL Z 00 0 0 __ _ _ _ _ _ _ _ C E N T E R O F CA N O P Y C O L U M N | 6 ’ - 0 1 / 2 " RO U G H O P E N I N G .0 8I 3 0 L — • 8) 9 JO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W ST I P U L A T I O N F O R R E U S E 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T FA I R H O P E , A L A B A M A CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 1 0 / 1 3 / 2 5 . A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E , US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . ISSUE BLOCK 1 10/13/25 CHECKED BY:JM RTMDRAWN BY: DOCUMENT DATE: 10/13/25 keofALAK-=-AA625885.44,1 8876 SREDARS SHEET: A1.2 PERMIT SET <) 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ANENC t 417.847.3131 FINISH FLOOR PLAN 2 (o)O0 HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & ASSOCIATES,PLLC FINISH MATERIALS SCHEDULE SYMBOL ITEM DESCRIPTION REMARKS (? @ ■ EXTERIOR WAINSCOT AND REAR WALLBRK-1 FIBERCEMENT PANEL SIDING BRK-2 FIBER-CEMENT PANEL SIDING CANOPY ABOVE 1 4 4 IFRP-1 FRPWALL COVERING SERVICE AREA AND TOILET SIZE: 4‘x9‘x3/32" BOLLARDSPT-1 PAINT b,d. 6'-2"LDOORS AND FRAMESPT-2 PAINT b,d.D □ □STANDING SEAM METAL ROOF PANELSMP-1 METAL PANEL Ou FRP-11r-5"5 3 VB-1METAL ROOF AND CANOPIES - SOFFIT PANELSMP-2 BRAKE METAL L——CANOPIESMP-3 CANOPY COLUMNS a.EQUAL 4' - 0" EQUAL IMETAL COPING AT SIDE & REAR WALLSMP-4 BRAKE METAL <> d COOLER WALLSWC-1 DECORATIVE WALL COVERING CUSTOM VINYL WALL COVERING d. JSERVICE AREA AND TOILETVT-1 □SERVICE AREA AND TOILETVB-1 RESILIENT VINYL BASE C 9 1/4"- FINISH MATERIALS SCHEDULE NOTES:SERVICE AREA 2<101 I 6- VT-1 B.6 FLOOR FINISH GENERAL NOTES WC-1 €3' - 4" 1.O O 2'-10 1/2" 3□STORAGEC104 1+VT-13 FLOOR FINISH KEYNOTES -9 1/4" ACCESS DOOR FOR CRAWL SPACE ACCESS1 12"x12" FLOOR SINK WITH 3/4 GRATE2 B11"x48" FLOOR TRENCH DRAIN AND GRID GRATE3 2'-10 1/2" 6" EXHAUST PIPE4 4 12"x6" FLOOR MOUNTED TRANSFER GRILLE5 -£ 2'-10"WC-1 L TOILET 102 _-9 1/4"PT-2 ABOVE (VT-1 FRP-1 TO 48" AFFtVB-1 9 1/4'1 COOLER 2 103CM VT-1 A T 2' - 0 1/2" 3' - 6" ROUGH OPENING A.1 i — FLOOR FINISH PLAN1is3/8" = 1 '-0"§ 8 PROTECT-ALL VINYL FLOORING AND COVE BASE THROUGHOUT SERVICE AREA AND TOILET - TYP. BRAND: BERRIDGE COLOR: ZINC GRAY FINISH: SMOOTH BRAND: BERRIDGE COLOR: ROYAL BLUE FINISH: SMOOTH O C NOTE: DIMENSION PROVIDED ON THIS PLAN ARE FROM FINISH FACE OF INTERIOR SIDE OF WALL FRAMING UNLESS NOTED OTHERWISE. O O BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK BRAND: BERRIDGE-(ZEE-LOCK PANEL) COLOR: ROYAL BLUE FINISH: SMOOTH BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 FINISH: SATIN/SEMI-GLOSS FINISH BRAND: AMARCO COLOR: DARK GRAY STYLE: PROTECT-ALL FLOORING a. b. BRAND: MARLITE OR APPROVED EQUAL COLOR: P199 / P100 / S100 PROVIDED BY 7 BREW AND INSTALLED BY 7 BREW ALL MATERIALS AND WORK PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. PROVIDED BY 7 BREW AND INSTALLED BY GENERAL CONTRACTOR. PROVIDED AND INSTALLED BY SIGN CONTRACTOR RESILIENT VINYL FLOORING AND BASE BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE CUSTOM POWDERCOATING COLOR: REGAL BLUE - RAL5003 FINISH: SMOOTH BRAND: SHERWIN WILLIAMS COLOR: "SALTY DOG" SW 9177 FINISH: SATIN/SEMI-GLOSS FINISH EXTERIOR WAINSCOT AND REAR MECHANICAL WELL WALL ss is 5I 2 1-9 1/4" O i a ‘( 2 LL II & S y J g d ■ JO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W ST I P U L A T I O N F O R R E U S E 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T FA | R H O P E , A L A B A M A CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 1 0 / 1 3 / 2 6 , A N D IT I S NO T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E , US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DOCUMENT DATE: 10 13/25 RTMDRAWN BY: CHECKED BY:JM 1 10/13/25PERMIT SET ISSUE BLOCK T (15'-10” CURVED ROOF FASCIA - EDGE TO EDGE 15'-4 1/8"TTBUILDING FINISH TO BUILDING FINISH3”. 4 OVERHANG OVERHANGEQUAL EQUAL— A T.O. STAN DING SEAM_______ Y 19'-3”I I I I I-I I I I2 D D OL 00 0(@ A V B16 17 17 “hueot 15 15 2 L 6 3■£L 15 XX==9 § t Cull l 1 I I G G E E10A EXTERIOR ELEVATION MATERIALS LEGEND10 I I NEA GRADE /FINISH FLOOR Y 0'-0"pT ¥18 EQ 5' - 0"EQ7 EXTERIOR ELEVATION - FRONT 3/8" = 1 '-0" ( ®MATERIAL HATCH LEGEND X II I NICHIHA PANEL - MODERN BRICK (BRK-1) I 15'-10”I11 NICHIHA PANEL - CANYON BRICK (BRK-2)CURVED ROOF FASCIA - EDGE TO EDGEt2'-6"10'-10" BERRIDGE STANDING SEAM - REGAL BLUE (MP-1) A T.O. STANDING SEAM _ Y 19'-3”I I BERRIDGE - SOFFIT PANEL - REGAL BLUE (MP-2) BERRIDGE - METAL COPING - ZINC GRAY (MP-4) B 2 2 ‘REFER TO SHEET A1.2 FOR FINISH SPECIFICATIONS+ +06 D keofALAK-=-AA625885.44,1(11)©©I =&= E 887683s0Fm33 I I 1 I-7 SREDARSiad 615 15 I I I I —15 3 I I I I I I o 12 72 TI® II01 — 13 I I I I — IG G G E 10 —IA GRADE/ FINISH FLOOR Y O'-O" ________T T Ti&-13S 0911 (8 EXTERIOR ELEVATION - BACK03/8" = 1 '-0"Sa SHEET: A2.0 I I I I I I EXTERIOR ELEVATIONSI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o LU 2 I I I > m A B C D E F G I I I I I I I I I I I I I I I I I I I I I I I I I NICHIHA PANEL - MODERN BRICK (BRK-1)_____________________ NICHIHA PANEL - CANYON BRICK (BRK-2) BERRIDGE- STANDING SEAM METAL ROOF PANEL (MP-1) BERRIDGE - ROOF & CANOPY SOFFIT PANEL (MP-2) CANOPY COLUMN - REGAL BLUE POWDERCOAT (MP-3) BERRIDGE - METAL COPING (MP-4) BOLLARD, PAINT (PT-1) 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ( © (6) ANENC t 417.847.3131 © 51 t & s y 3 () O2 (13) 0 L 7/ O1 6 1 2 o S Q C o o 79 2 (oO 0 I I I I I ! ls S S I si8 ! § % i I I 1 _____________6' - 0"______________ QI I I • 2'-6" । I C LL HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & ASSOCIATES,PT.I.C 96Wl z.olu oocuo 203wa.i c 'EE525 u0.! LU - u:z 0 <2 ci 5su ■ aMI C i sggi 2!m R e 5 2 sa £ & < F s2 59" i 89885554438355EOu"OUaEu ! =ue2-2o%% o&232520£ -‘U-rElisol £S188atsotsl?£ 98u 2r0 : — "i a o 2222 cu‘—ul I002925 . -ammoors 2 1 EXTERIOR ELEVATION KEYNOTES 1 12 13 14 17 18 15 16 2 3 PRE-ENGINEERED CANOPY AND FRAMING; REF. STRUCT. LED FLEX LIGHT OUTDOOR SPEAKERS MOUNTED TO CANOPIES - REF: SYSTEMS PLAN ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE ELECTRICAL EQUIPMENT; SEE ELECTRICAL_____________________ FROST-PROOF HOSE BIBB____________________________________ EXTERIOR WEATHER-PROOF OUTLET; SEE MEP ROOF SCUPPER DRAIN - TYP OF 2 SURFACE MOUNTED SIGN BOX TOP OF FOOTER. COORDINATE WITH CIVIL. GUARDRAIL; 3' - 6" HIGH MANUFACTURED 3" x 3" x 1/4" SQUARE TUBE STEEL. PAINTED REGAL BLUE. ROOF EQUIPMENT SCREEN MOUNTED ON GUARDRAIL . PAINTED ZINC GRAY SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN 6" CONCRETE FILLED BOLLARD - TYP. G.C. TO COORDINATE WITH CIVIL DOWNSPOUT CONNECTION TO STORMWATER SYSTEM TO BE PAINTED TO MATCH ADJACENT NICHIHA PANEL; REF. CIVIL LIGHT-DUTY INDUSTRIAL FAN ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE 4 5 6 7 8 9 10 11 JO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 ( MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 MATERIAL HATCH LEGEND I NICHIHA PANEL - MODERN BRICK (BRK-1)I NICHIHA PANEL - CANYON BRICK (BRK-2) BERRIDGE STANDING SEAM - REGAL BLUE (MP-1) BERRIDGE - SOFFIT PANEL - REGAL BLUE (MP-2) BERRIDGE - METAL COPING - ZINC GRAY (MP-4) REFER TO SHEET A1.2 FOR FINISH SPECIFICATIONS 13 10 :10' 5; IE TMRU 0 CHECKED BY:JM RTMDRAWN BY: DOCUMENT DATE: 10/13/25 keofALAK-=-AA625885.44,1 8876 SREDARS SHEET: A2.1 EXTERIOR ELEVATIONS 2 (oO0 <) 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ANENC t 417.847.3131 4 7 A T.O.STANDING SEAM Y 19'-3" 2' - 8" 22 A IT-6": 3 I 5 1GRADE FINISH FLOOR O'-O" 1 EXTERIOR ELEVATION - RIGHT SIDE 3/8" = 1 '-0" I T.O. STAN DING SEAM 19'-3" I2 ’•-10" 16 T.O. PARAPET12‘.1/2” 2 15 G E A GRADE /FINISH FLOOR________ T O'-O" 5 13 10&- S 0e EXTERIOR ELEVATION - LEFT SIDE 3/8" = 1 '-0" J — ~ $89 T.O. LOW PARAPET 11' - 4 1/8" 5I B.O. ROOF EDGE 13'-9" Q & S y .. B.O.(CANOPY 8'-6" g!Hi th 15 B.O. CANOPY 8' - 6" T $ (P) 04) = ISSUE BLOCK 1 10/13/25PERMIT SET EXTERIOR ELEVATION MATERIALS LEGEND A B C D E F G NICHIHA PANEL - MODERN BRICK (BRK-1) NICHIHA PANEL - CANYON BRICK (BRK-2) BERRIDGE- STANDING SEAM METAL ROOF PANEL (MP-1) BERRIDGE - ROOF & CANOPY SOFFIT PANEL (MP-2) CANOPY COLUMN - REGAL BLUE POWDERCOAT (MP-3) BERRIDGE - METAL COPING (MP-4) BOLLARD, PAINT (PT-1) HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & ASSOCIATES,PT.I.C 96Wl z.olu oocuo 203wIs!i c'EE525u0.! LU - u:z 0 <5su ■ wMl C i : Q 2!m R e 5 2 sa £ & < F s2 59" I 89885554438355EOu"OUaEu ! =ue2-2o%% o&325202 aUrrgli.ol £S188atsotsl?£ 98u 2r0 : — "i a o 2222 cu‘—ul I002925 . -ammoors 2 1 EXTERIOR ELEVATION KEYNOTES 1 12 13 14 17 18 2 3 15 16 PRE-ENGINEERED CANOPY AND FRAMING; REF. STRUCT. LED FLEX LIGHT OUTDOOR SPEAKERS MOUNTED TO CANOPIES - REF: SYSTEMS PLAN ELECTRICAL EQUIPMENT; SEE ELECTRICAL EXTERIOR WEATHER-PROOF OUTLET; SEE MEP SURFACE MOUNTED SIGN BOX TOP OF FOOTER. COORDINATE WITH CIVIL. GUARDRAIL; 3' - 6" HIGH MANUFACTURED 3" x 3" x 1/4" SQUARE TUBE STEEL. PAINTED REGAL BLUE. ROOF EQUIPMENT SCREEN MOUNTED ON GUARDRAIL . PAINTED ZINC GRAY SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN_____________________________________________ 6" CONCRETE FILLED BOLLARD - TYP. G.C. TO COORDINATE WITH CIVIL DOWNSPOUT CONNECTION TO STORMWATER SYSTEM TO BE PAINTED TO MATCH ADJACENT NICHIHA PANEL; REF. CIVIL LIGHT-DUTY INDUSTRIAL FAN ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE 5 7 9 10 11 @ MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W 4— 7 9 3 / 8 " n' - 4 1 / 8 " O 4' - 1 0 " 3' ■ 0 " ) I : I I I :: bH b H h H l H l b l b H b H h l d __ _ _ _ ! _ _ _ _ I 1 U (m ) ■2 " 3' -0 " Z □ CD 00 8) ‘ CD 1 I ( -- - - - - - 3 ' - 6 " 6 zn o Hr L H H H H H H H I 1 8 / C 00 CD U cn LQCO CCO V U 1 o 0 LU0LL 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 44 H E (o ) G __ _ _ _ _ _ _ _ _ _ _ _ la M P V IO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 FAIRHOPE, AL Your total branding solution SEVEN DRIVE THRU ENTERA BREW COFFEE >» 5 9 0 0 V E N T U R E C R O S S IN G S B L V D P A N A M A C IT Y , F L 3 2 4 0 9 P H : 8 5 0 -7 6 3 -7 9 8 2 F A X : 8 5 0 -3 9 2 -0 6 7 3 w w w .e n te ra b ra n d in g .c o m T H IS D O C U M E N T C O N T A IN S P R O P R IE T A R Y A N D C O N F ID E N T IA L IN F O R M AT IO N O F E N T E R A , L L C . A N D S H A L L N O T B E U S E D , D IS C LO S E D O R R E P R O D U C E D , IN W H O LE O R IN P A R T , F O R A N Y P U R P O S E O TH E R T H A N T O E VA L U AT E T H IS D O C U M E N T , W IT H O U T T H E P R IO R W R IT T E N C O N S E N T O F E N T E R A , L L C . T IT L E IN A N D T O T H IS D O C U M E N T A N D A L L IN F O R M AT IO N C O N TA IN E D H ER E IN R E M A IN S AT A LL T IM E S P R O P E R T Y O F E N T E R A , LLC . DEP ART M E N T : ART XXXXX REVISION 1. 2. 3. 4. ARTIST CLIENT SCALE DATE MC NOTES LOCATION 01/22/26 XXXXX XXXXX XXXXX 3/4” = 1’-0” FAIRHOPE, AL 7 BREW SITE PLAN A 4’-0” INTERNALLY ILLUMINATED LOGO • 16.00 SQ FT A W // //284.3’ X PRIM3' \♦85‘ • C , 1 32.3’ X @WVC 14.5" TOC: 110.! INV: 108.59' 41 O — X TRAFf■ic //W *73.3'l-n 14.2' \J/- -4C)C |24.1’□±O) O)Jf7 <N R3 tzzoezzgzzkpnza ——1— — )N /ZO‘e 0] /I1sy5.1I_10'19.8'o./L + +u.15.4'+ -A7.1' 25'I 7.2 % N 12.5'io01to60) y 9.9' 19'13'2 7/ 8.5' -—*26.5'54.3'OLo(5. T-256>5‘ R6‘5.5' A® 6‘RT600000000000C 0000 ——-------------------------------------------------------------------------------1(CL -2' O 27 .3'or P3, . ■ I ( if X - _________________________ __________ _____ I • I ASITE BM #1 T T 16.5'8 8 —II 90--1 TV4 % I N 90°00‘00" W 252.84 (R) N 89’59'13" W252.72'(M) N 90’00'00" W 3.08'(R) N 87’35'43" W 3.18'(M) N90°00‘00"E 166.44‘(R) ( N89°591 5"E _ _ TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' 0 o 1 (O & [ -A E CO O) JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 117.72' INV: 113.25' 15"RCP 88 88 % 8 B: N 52°33‘41"E C: 84.49‘ TOC: 117.70' INV: 113.33' 15"RCP 5‘L—H slo 7 q$ + I J 10' (L (toPl — I 6 46, D“ % 2N W D . / rs. e c/° (M) // A:90.71‘ R: 69.50‘ B: N 52°40‘52" E C:84.41‘* / \ \ I I SITE BM #2 I I Q -I + I I 10 [ C J )C J C J J Laboratories Inc.® ENTERA Your total branding solution N 0 0 ’ 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ’ 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) S 0 0 ’ 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ’ 1 9 ’ 5 1 " W 1 6 8 . 8 7 ' ( M ) ST A T E H I G H W A Y 1 8 1 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) 5 9 0 0 V E N T U R E C R O S S IN G S B L V D P A N A M A C IT Y , F L 3 2 4 0 9 P H : 8 5 0 -7 6 3 -7 9 8 2 F A X : 8 5 0 -3 9 2 -0 6 7 3 w w w .e n te ra b ra n d in g .c o m T H IS D O C U M E N T C O N T A IN S P R O P R IE T A R Y A N D C O N F ID E N T IA L IN F O R M AT IO N O F E N T E R A , L L C . A N D S H A L L N O T B E U S E D , D IS C LO S E D O R R E P R O D U C E D , IN W H O LE O R IN P A R T , F O R A N Y P U R P O S E O TH E R T H A N T O E VA L U AT E T H IS D O C U M E N T , W IT H O U T T H E P R IO R W R IT T E N C O N S E N T O F E N T E R A , L L C . T IT L E IN A N D T O T H IS D O C U M E N T A N D A L L IN F O R M AT IO N C O N TA IN E D H ER E IN R E M A IN S AT A LL T IM E S P R O P E R T Y O F E N T E R A , LLC . DEP ART M E N T : ART XXXXX REVISION 1. 2. 3. 4. ARTIST CLIENT SCALE DATE MC NOTES LOCATION 01/22/26 XXXXX 3/4” = 1’-0” FAIRHOPE, AL 7 BREW XXXXX XXXXX TYPICAL WALL SECTION: NOT TO SCALE A. .040" X 3" ALUMINUM RETURN TO BE PAINTED BLACK B. 1" BLACK JEWELITE C. ACM BACKS D. .150” CLEAR PCB FACES w/ 2ND SURFACE VINYL GRAPHICS (MATCH PMS 185C RED & 3630-22 OPAQUE BLACK) PANNED & EMBOSSED E. WHITE GE TETRA MAX 7100K LEDs F. POWER CABLE LOW VOLTAGE SHIELDED W/ STRAIN RELIEF STARTING FROM POWER SUPPLY THEN LETTER TO LETTER (BEHIND FASCIA) D E G H K L I J C A B 3" J. 3/8" RIV NUTS G. 1/4" WEEP HOLES AS REQUIRED (FOR EXTERIOR INSTALLATION ONLY) H. SILICONE BEAD AROUND THE INSIDE OF RETURN AND BACK TO SEAL FROM WATER LEAKAGE I. 1/4" LAGBOLTS OR 3/8" THREADED RODS WITH 2" x 4" WOOD BLOCKING AS REQ'D K. 1/2" SEALTITE CONDUIT RUNNING TO SECONDARY CONNECTION * NOTE: GENERAL CONTRACTOR TO HAVE PRIMARY CONNECTION HOOKED UP L. STANDARD POWER SUPPLY HOUSED IN A WEATHERPROOF SHEET METAL BOX F DISCONNECT SWITCH 4’ S/F WALL SIGN • INTERNALLY ILLUMINATED REMOTE MOUNT • 16.00 SQ FT L. E. D. C H A N N E L L E T T E R M O U N T I N G D E T A I L (EXTERIOR) 4’ - 0 ” 4’-0” DISCONNECT SWITCH A LA 7 )[ ) J[“d /J ©- JOO )o JO d Un Underwriters oL) Laboratories LISTED J we M THRU CO - Inc.® ENTERA Your total branding solution 4 4’ - 0 " A 46‘-7 3/16" I I I I I I I I I I I I I I I I I A A CM c V [ ] — ]I I I y Front Elevation — — . I o 15'-6 5/8" LO1 c 15‘-9 1/8" A A C 60 y □ □ 7 I' I' I' I' I' I' I' I' I II I I I I I I I I I I I V Right Side Elevation i CO ■ do I I I I I I I o 35‘-0 9/16" 43‘-6 5/16" — — A a C [ co y□ <<< ============ —= y Left Side Elevation 15'-9" CO i do I CD 43'-6 5/16" 35'-0 9/16" X X X 8' - 0" 2' - 6 " SHEET: ISSUE BLOCK ST I P U L A T I O N F O R R E U S E JO B N U M B E R : TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N , A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: C: \ U s e r s \ r i c a r d o . t o r r e s \ D o c u m e n t s \ 2 0 2 4 R e v i t P r o j e c ts \ 1 2 - 2 5 - 8 0 0 1 7 _ 7 B r e w _ B r a d l e y , I L _ A R C H _ V 2 4 _ H F A . R i c a rd o . T o r r e s . r v t 2/ 1 2 / 2 0 2 6 9 : 4 3 : 1 0 A M PR1.2 EXTERIOR ELEVATIONS - COLORED Copy 1 12 - 2 5 - 8 0 0 1 7 BR A D L E Y , I L L I N O I S 7 B R E W -PR 1 . 2 -EX T E R I O R E L E V A T I O N S - CO L O R E D C o p y 1 1 2 6 0 N K I N Z I E A V E N U E B R A D L E Y , I L 6 0 9 1 5 11 / 0 5 / 2 5 M I L K S I D E - I L L I N O I S L A Y O U T 11/05/25 RTM JM HFA-AE, L T D. 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 www.hfa-ae.com NOT FOR CONSTRUCTION eewarutmnemeer@MReL0AGNMREALtNGNNEREM4"1 . WAss EN.L& - ’. ««NstG •WHASNOENESG:WHASAWAENOSGIMMMas sstsGs aaseansntansus aaesssnnngus aaewa ; . 1 1i ateotSMMK#2OMMnet MemMMi mocsasineminsaea a dase Mss ersNNERWMENMPt"ItMGnmreeutumERE4:1tAi seapimeesartidB & ' el ® A. t Eats &‘ • an ws Kh T* & •• Me ■« AEEstO •WWSABAK alas MasGBE amsss Wasdaseat ; 2 .sBadsrkar -MA aesegsatgoes yIMeHeEZ:O a aqsaen wmkaseBREWGWMMAATCMAANNRNEJMHAOAOAEEsAA<m ,=matr WES JSAOMAONa " COFFEE s,.DRIVE THRU 9letd smlueset 9teuasseta_____ich 102A6N Mmassmmemsissmamtcmaesessasnaa"sd . ENNE /'rr -a A 91222 N. eeweid t l8 A 212 ■ IESEdO •WMMEAENOsdIU . tA568 mall srgesenit: 24566 paarseess 4&3 _MEBA"EOANWTTMN eewA"LMANNETNMR Bwi MAMI MMMII____ _____ (] illISSKSK .ita- EGAVSL argeenem eetctsseezocnsuestoetnsseonotnacesez A « » as & 'W[ ___cwqeuenanapnnry tewauoauseapinry & JEEStG ( «A< | Kals -A . BIA seven(3-CAECNNGsslkr ; I MRRASAEANEOE _______ Gs Hazeazeapusus Hazeassattsus Hazaaseatdsus "L AACAsMMTk " ACAsMEATk' t ACAGsMmAETk ’ CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN PROPERTY LINE 0.03 0.2 0.0 N.A.N.A. UNDERCANOPY 22.31 34 7 3.19 4.86 PAVED SURFACE 2.72 9.6 0.7 3.89 13.71 UNDEFINED 0.40 8.9 0.0 N.A.N.A. LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DIM SETTINGS BUG Rating ARR. WATTS TOTAL WATTS MANUFACTURER CATALOG LOGIC 7 A4 Single 6394 1.030 1.000 B1-U0-G3 45.14 315.98 Lithonia Lighting DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD 2 A4B SINGLE 4582 1.030 1.000 B0-U0-G2 45.14 90.28 Lithonia Lighting DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD 31 D Single 986 1.000 1.000 N.A.13.1 406.1 Juno Lighting WF6 SWW5 90CRI MW 122 SB Single 133 1.000 1.000 N.A.3.65 445.3 PLED M-SV024-BL 2 SB04 SF 4FT 133 1.000 1.000 N.A.51.1 102.2 PLED M-SV024-BL 2 SB12 SF 12FT 133 1.000 1.000 N.A.160.6 321.2 PLED M-SV024-BL 7 SF Single 205 1.000 1.000 N.A.3.79 26.53 P-LED M-SX024-BL 3 SF02 SF 2FT 205 1.000 1.000 N.A.30.32 90.96 P-LED M-SX024-BL 2 SF04 SF 4FT 205 1.000 1.000 N.A.53.06 106.12 P-LED M-SX024-BL 9 SF12 SF 12FT 205 1.000 1.000 N.A.166.76 1500.84 P-LED M-SX024-BL 1 WP Single 2913 1.030 1.000 B1-U0-G1 24.42 24.42 Lithonia Lighting WPX1 LED 40K MVOLT EXXX DBLXD LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1-7 A4 10 8-9 A4B 10 10-40 D 8.5 41-162 SB 15 -18 163 SB04 18.2 164 SB04 14.23 165 SB12 18.2 166 SB12 14.23 167-173 SF 9.5 174-176 SF02 9.5 177-178 SF04 9.5 179-187 SF12 9.5 188 WP 8.5 1 A4 2 A4 3 A4 4 A4 5 A4 6 A4 7 A4 8 A4B 9 A4B 13 D 19 D 20 D 23 D 36 D 93 SB 95 SB 154 SB 155 SB 165 SB12 166 SB12 179 SF12 180 SF12 181 SF12 182 SF12 183 SF12 184 SF12 185 SF12 186 SF12 187 SF12 188 WP 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.1 20 22 20 26 29 26 23 26 23 7 7 9 23 28 30 29 25 26 33 34 33 28 22 27 28 27 23 9 14 15 14 8 2.1 6.1 8.7 5.0 1.7 1.5 4.2 7.9 7.1 3.2 1.1 0.7 1.9 3.3 1.0 2.2 3.3 3.6 3.1 1.9 1.6 2.9 3.5 3.4 2.7 0.9 1.9 3.5 5.5 4.8 3.3 1.8 1.2 1.3 1.5 1.5 1.4 1.3 1.1 1.0 0.9 1.1 1.3 1.8 2.8 1.7 2.9 3.9 3.6 2.1 1.6 2.0 2.7 2.8 2.6 1.9 1.1 0.7 0.7 0.9 1.1 1.5 2.8 5.2 5.9 3.7 4.5 2.7 2.1 2.6 4.0 5.8 4.0 2.3 1.2 0.7 1.3 2.3 2.0 1.5 1.7 2.9 3.5 2.4 6.0 4.0 2.6 2.5 1.5 2.0 1.5 4.9 4.0 3.1 2.2 1.0 1.2 0.9 3.6 3.6 2.6 0.8 0.9 0.8 4.4 4.1 1.9 1.3 0.9 1.2 1.2 5.6 3.1 1.5 1.1 1.9 3.2 6.8 5.0 1.6 1.5 2.1 2.0 4.2 3.5 2.5 1.9 1.7 1.9 3.2 7.8 9.6 2.9 1.9 2.8 4.2 3.8 3.8 3.4 2.6 1.8 1.5 1.9 2.2 2.0 1.9 2.6 4.4 6.5 3.5 5.7 4.9 2.9 1.6 0.8 0.7 0.8 0.9 1.3 2.1 3.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.1 0.4 0.3 0.2 0.3 0.9 0.9 1.0 0.5 0.4 0.6 1.3 1.3 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.6 3.2 1.1 0.6 0.7 0.9 0.3 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 6.3 3.3 1.7 1.8 2.3 1.0 0.9 0.4 0.1 0.1 0.0 0.0 0.1 0.2 1.5 6.4 3.1 0.7 0.2 0.1 0.0 0.0 0.1 0.3 0.5 0.9 1.2 1.1 3.5 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.5 0.8 1.4 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.7 1.9 2.2 4.5 2.8 1.6 1.1 6.7 1.6 1.2 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 2.1 3.8 1.7 1.5 1.2 1.2 2.1 0.8 3.7 8.9 1.7 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.8 3.1 1.0 0.6 1.2 5.9 5.6 1.7 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.2 5.8 1.6 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.7 2.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 5.8 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.3 2.7 2.6 3.2 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.7 3.7 1.2 0.6 0.4 0.3 0.3 0.3 0.4 0.7 0.6 0.6 0.5 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.8 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTES: - POLE MOUNTED FIXTURES ARE MOUNTED ON A 7FT POLE ATOP A 3FT CONCRETE BASE. FOOTCANDLES LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES UNLESS OTHERWISE NOTED GT DS DS DS DS ELEC COMM SLOPE UP ~ 5%%%SLOPE DOWN ~ 8%%% SL O P E D O W N 4" TO GT 2" VENT TO SWR 4" SWR WA T E R SU M P P U M P T O S T O R M GAS DS 2 1 3 4 5 6 7 9 8 11 13 1012141516 PARKIN G NO 9 AP-1 ANALYSIS POINT 1.03 A-01 0.53 SUBBASIN A-02 SUBBASIN A-04 0.05 7 BREW FAIRHOPE, AL SCALE: 1" = 16' D 09/22/25 JRB LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-10650-S1-R3 REV.BY DATE DESCRIPTION R1 R2 R3 . JRB JRB JRB . 11/14/25 01/05/26 01/21/26 . REDUCED HEIGHT OF POLES TOP 10 FT REVISED CAD BACKGROUND REDESIGNED TO MEET SPILL WITH DSX0 AND UPDATED POLE NOTATION . 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.com ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY LOCATIONS OF EMERGENCY LIGHTING SHOWN WERE PROVIDED BY OTHERS. RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INSUFFICIENT LIGHTING DURING AN EMERGENCY EVENT. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. DISCLAIMER 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 | redleonard.com () , // do d 7 0 ■c O O. ©© Ha © 5 OD1 0 7 Z oIA— * t J ( J I I —> । 7 REDLEONARD t ASSOCIATES © 0 o © © PseN Bo," 0 © ©+• L&t o + • + • o 4——( Q_____ o ' HA — L C THRU co 4 I m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. WALL MOUNTED QTY LABEL DESCRIPTION Series Color Temperature Voltage Options Finish WPX1 LED P1 WPX1 LED P2 WPX2 LED WPX3 LED 1,550 Lumens, 11W 1 2,900 Lumens, 24W 6,000 Lumens, 47W 9,200 Lumens, 69W 30K 3000K 40K 4000K 50K 5000K MVOLT 120V - 277V 347 347V 3 (blank)None E4WH Emergency battery backup, CEC compliant (4W, 0ºC min) 2 E14WC Emergency battery backup, CEC compliant (14W, -20ºC min) 2 PE Photocell 3 DDBXD Dark bronze DWHXD White DBLXD Black Note : For other options, consult factory. Note: The lumen output and input power shown in the ordering tree are average representations of all configuration options. Specific values are available on request. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 07/01/24 COMMERCIAL OUTDOOR WPX LED Wall Packs Ordering Information EXAMPLE: WPX2 LED 40K MVOLT DDBXD NOTES 1. All WPX wall packs come with 6kV surge protection standard, except WPX1 LED P1 package which comes with 2.5kV surge protection standard. Add SPD6KV option to get WPX1 LED P1 with 6kV surge protection. Sample nomenclature: WPX1 LED P1 40K MVOLT SPD6KV DDBXD 2. Battery pack options only available on WPX1 and WPX2. 3. Battery pack options not available with 347V or PE options. Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction The WPX LED wall packs are energy-efficient, cost- effective, and aesthetically appealing solutions for both HID wall pack replacement and new construction opportunities. Available in three sizes, the WPX family delivers 1,550 to 9,200 lumens with a wide, uniform distribution. The WPX full cut-off solutions fully cover the footprint of the HID glass wall packs that they replace, providing a neat installation and an upgraded appearance. Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life. Photocell and emergency egress battery options make WPX ideal for every wall mounted lighting application. Specifications FEATURES & SPECIFICATIONS INTENDED USE The WPX LED wall packs are designed to provide a cost-effective, energy-efficient solution for the one-for-one replacement of existing HID wall packs. The WPX1, WPX2 and WPX3 are ideal for replacing up to 150W, 250W, and 400W HID luminaires respectively. WPX luminaires deliver a uniform, wide distribution. WPX is rated for -40ºC to 40ºC. CONSTRUCTION WPX feature a die-cast aluminum main body with optimal thermal management that both enhances LED efficacy and extends component life. The luminaires are IP66 rated, and sealed against moisture or environmental contaminants. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs and LED lumen maintenance of L90/100,000 hours. Color temperature (CCT) options of 3000K, 4000K and 5000K with minimum CRI of 70. Electronic drivers ensure system power factor >90% and THD <20%. All luminaires have 6kV surge protection (Note: WPX1 LED P1 package comes with a standard surge protection rating of 2.5kV. It can be ordered with an optional 6kV surge protection). All photocell (PE) operate on MVOLT (120V - 277V) input. Note: The standard WPX LED wall pack luminaires come with field-adjustable drive current feature. This feature allows tuning the output current of the LED drivers to adjust the lumen output (to dim the luminaire). INSTALLATION WPX can be mounted directly over a standard electrical junction box. Three 1/2 inch conduit ports on three sides allow for surface conduit wiring. A port on the back surface allows poke-through conduit wiring on surfaces that don't have an electrical junction box. Wiring can be made in the integral wiring compartment in all cases. WPX is only recommended for installations with LEDs facing downwards. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. IP66 Rated. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. Specifications subject to change without notice. Front View Side View w D u L ---- :::c: <( B Luminaire Height (H)Width (W)Depth (D)Side Conduit Location WeightAB WPX1 8.1” (20.6 cm)11.1” (28.3 cm)3.2” (8.1 cm)4.0” (10.3 cm)0.6” (1.6 cm)6.1 lbs (2.8kg) WPX2 9.1” (23.1 cm)12.3” (31.1 cm)4.1” (10.5 cm)4.5” (11.5 cm)0.7” (1.7 cm)8.2 lbs (3.7kg) WPX3 9.5” (24.1 cm)13.0” (33.0 cm)5.5” (13.7 cm)4.7” (12.0 cm)0.7” (1.7 cm)11.0 lbs (5.0kg) Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ B ] - WPX1 LED P2 30K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 2748 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 24 Tilt 0 Max Illuminance 5 Area > 0.5fc 1344 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ C ] - WPX2 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 5895 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 47.8 Tilt 0 Max Illuminance 11 Area > 0.5fc 1825 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ D ] - WPX3 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 9269 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 69 Tilt 0 Max Illuminance 17 Area > 0.5fc 2556 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ A ] - WPX1 LED P1 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 1568 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 11 Tilt 0 Max Illuminance 3 Area > 0.5fc 844 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 LEGEND 0.1 fc 0.2 fc 1.0 fc 0.5 fc One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 07/01/24 COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections in a 25°C ambient, based on 6,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.94 >0.92 >0.90 To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting WPX LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards Photometric Diagrams Luminaire Input Power (W)120V 208V 240V 277V 347V WPX1 LED P1 11W 0.09 0.05 0.05 0.04 0.03 WPX1 LED P2 24W 0.20 0.12 0.10 0.09 0.07 WPX2 47W 0.39 0.23 0.20 0.17 0.14 WPX3 69W 0.58 0.33 0.29 0.25 0.20 Electrical Load WPX1 LED P1 HID Replacement Guide Luminaire Equivalent HID Lamp WPX Input Power WPX1 LED P1 100W 11W WPX1 LED P2 150W 24W WPX2 250W 47W WPX3 400W 69W Emergency Egress Battery Packs Battery Type Minimum Temperature Rating Power (Watts) Controls Option Ordering Example Standard 0°C 4W E4WH WPX2 LED 40K MVOLT E4WH DDBXD Cold Weather -20°C 14W E14WC WPX2 LED 40K MVOLT E14WC DDBXD WPX1 LED P2 WPX2 LED WPX3 LED The emergency battery backup is integral to the luminaire — no external housing or back box is required. The emergency battery will power the luminaire for a minimum duration of 90 minutes and deliver minimum initial output of 550 lumens. Both battery pack options are CEC compliant. Mounting Height = 12 Feet. Luminaire Color Temperature Lumen Output WPX1 LED P1 3000K 1,537 4000K 1,568 5000K 1,602 WPX1 LED P2 3000K 2,748 4000K 2,912 5000K 2,954 WPX2 3000K 5,719 4000K 5,896 5000K 6,201 WPX3 3000K 8,984 4000K 9,269 5000K 9,393 Lumen Output WPX1 LED 40K MVOLT EXXX DBLXD1WP One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2024 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 03/26/24 Page 1 of 9 COMMERCIAL OUTDOOR D-Series Size 0 LED Area Luminaire Specifications Catalog Number Notes Type Introduction The modern styling of the D-Series features a highly refined aesthetic that blends seamlessly with its environment. The D-Series offers the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. D-Series outstanding photometry aids in reducing the number of poles required in area lighting applications, with typical energy savings of 70% and expected service life of over 100,000 hours. EPA:0.44 ft2 (0.04 m2) Length:26.18" (66.5 cm) Width:14.06" (35.7 cm) Height H1:2.26" (5.7 cm) Height H2:7.46" (18.9 cm) Weight:23 lbs (10.4 kg) Hit the Tab key or mouse over the page to see all interactive elements. Ordering Information EXAMPLE: DSX0 LED P6 40K 70CRI T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX0 LED Series LEDs Color temperature 2 Color Rendering Index 2 Distribution Voltage Mounting DSX0 LED Forward optics P1 P5 P2 P6 P3 P7 P4 Rotated optics P10 1 P12 1 P11 1 P13 1 (this section 70CRI only) 30K 3000K 40K 4000K 50K 5000K (this section 80CRI only, extended lead times apply) 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K 70CRI 70CRI 70CRI 80CRI 80CRI 80CRI 80CRI 80CRI AFR Automotive front row T1S Type I short T2M Type II medium T3M Type III medium T3LG Type III low glare 3 T4M Type IV medium T4LG Type IV low glare 3 TFTM Forward throw medium T5M Type V medium T5LG Type V low glare T5W Type V wide BLC3 Type III backlight control 3 BLC4 Type IV backlight control 3 LCCO Left corner cutoff 3 RCCO Right corner cutoff 3 MVOLT (120V-277V) 4 HVOLT (347V-480V) 5,6 XVOLT (277V-480V) 7,8 120 16, 24 208 16, 24 240 16, 24 277 16, 24 347 16, 24 480 16, 24 Shipped included SPA Square pole mounting (#8 drilling, 3.5" min. SQ pole) RPA Round pole mounting (#8 drilling, 3" min. RND pole) SPA5 Square pole mounting (#5 drilling. 3" min. SQ pole) 9 RPA5 Round pole mounting (#5 drilling, 3" min. RND pole) 9 SPA8N Square narrow pole mounting (#8 drilling, 3" min. SQ pole) WBA Wall bracket 10 MA Mast arm adapter (mounts on 2 3/8" OD horizontal tenon) Control options Other options Finish (required) Shipped installed NLTAIR2 PIRHN nLight AIR gen 2 enabled with bi-level motion / ambient sensor, 8-40' mounting height, ambient sensor enabled at 2fc. 11, 12, 18, 19 PIR High/low, motion/ambient sensor, 8-40’ mounting height, ambient sensor enabled at 2fc 13, 18, 19 PER NEMA twist-lock receptacle only (controls ordered separate) 14 PER5 Five-pin receptacle only (controls ordered separate) 14, 19 PER7 Seven-pin receptacle only (controls ordered separate) 14, 19 FAO Field adjustable output 15, 19 BL30 Bi-level switched dimming, 30% 16, 19 BL50 Bi-level switched dimming, 50% 16, 19 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 Shipped installed HS Houseside shield (black finish standard) 20 L90 Left rotated optics 1 R90 Right rotated optics 1 CCE Coastal Construction 21 HA 50°C ambient operation 22 BAA Buy America(n) Act Compliant SF Single fuse (120, 277, 347V) 24 DF Double fuse (208, 240, 480V) 24 Shipped separately EGSR External Glare Shield (reversible, field install required, matches housing finish) BSDB Bird Spikes (field install required) DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white L H1 H2 Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. *See ordering tree for detailsDesign Select options indicated by this color background. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2024 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 03/26/24 Page 2 of 9 COMMERCIAL OUTDOOR 1.750" for aluminum poles 2.750" - for other poles type Drilling Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 23 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 23 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 23 DSHORT SBK Shorting cap 23 DSX0HS P#House-side shield (enter package number P1-7, P10-13 in place of #) DSXRPA (FINISH) Round pole adapter (#8 drilling, specify finish) DSXRPA5 (FINISH) Round pole adapter #5 drilling (specify finish) DSXSPA5 (FINISH) Square pole adapter #5 drilling (specify finish) DSX0EGSR (FINISH) External glare shield (specify finish) DSX0BSDB (FINISH) Bird spike deterrent bracket (specify finish) Shield Accessories NOTES 1 Rotated optics available with packages P10, P11, P12 and P13. Must be combined with option L90 or R90. 2 30K, 40K, and 50K available in 70CRI and 80CRI. 27K and 35K only available with 80CRI. Contact Technical Support for other possible combinations. 3 T3LG, T4LG, BLC3, BLC4, LCCO, RCCO not available with option HS. 4 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 5 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 6 HVOLT not available with package P1, P2 and P10 when combined with option NLTAIR2 PIRHN or option PIR. 7 XVOLT operates with any voltage between 277V and 480V (50/60 Hz). 8 XVOLT not available in packages P1, P2 or P10. XVOLT not available with fusing (SF or DF). 9 SPA5 and RPA5 for use with #5 drilling only (Not for use with #8 drilling). 10 WBA cannot be combined with Type 5 distributions plus photocell (PER). 11 NLTAIR2 and PIRHN must be ordered together. For more information on nLight Air 2. 12 NLTAIR2 PIRHN not available with other controls including PIR, PER, PER5, PER7, FAO, BL30, BL50 and DMG. NLTAIR2 PIRHN not available with P1, P2 and P10 using HVOLT. NLTAIR2 PIRHN not available with P1, P2 and P10 using XVOLT. NLTAIR2 PIRHN not available with P1 using MVOLT. 13 PIR not available with NLTAIR2, PER, PER5, PER7, FAO BL30, BL50 and DMG. PIR not available with P1, P2 and P10 using HVOLT. PIR not available with P1, P2 and P10 using XVOLT. PIR not available with P1 using MVOLT. 14 PER/PER5/PER7 not available with NLTAIR2, PIR, BL30, BL50. Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 15 FAO not available with other dimming control options NLTAIR2 PIRHN, PIR, PER5, PER7, BL30, BL50, or DMG. 16 BL30 and BL50 are not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, FAO and DMG. BL30 or BL50 must specify 120, 277 or 347V. Consult tech support for 208, 240 or 480V. 17 DMG not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, BL30, BL50 and FAO. 18 Reference Motion Sensor Default Settings table on page 4 to see functionality. 19 Reference Controls Options table on page 4. 20 Option HS not available with T3LG, T4LG, BLC3, BLC4, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 21 CCE option not available with option BS and EGSR. Contact Technical Support for availability. 22 Option HA not available with performance packages P6, P7, P12 and P13. 23 Requires luminaire to be specified with PER, PER5 or PER7 option. See Controls Table on page 4. 24 Single fuse (SF) requires 120V, 277V, or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF). Top of Pole 0.563" 1.325"0.400"(2 PLCS) Template #8 A Handhole B C D HANDHOLE ORIENTATION (from top of pole) 2.650" Tenon Mounting Slipfitter Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 External Glare Shield (EGSR)House Side Shield (HS) Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX0 with SPA 0.44 0.88 0.96 1.18 ---1.16 DSX0 with SPA5, SPA8N 0.51 1.02 1.06 1.26 ---1.29 DSX0 with RPA, RPA5 0.51 1.02 1.06 1.26 1.24 1.29 DSX0 with MA 0.64 1.28 1.24 1.67 1.70 1.93 DSX0 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. Minimum Acceptable Outside Pole Dimension SPA #8 3.5"3.5"3.5"3.5"3.5" RPA #8 3" 3" 3"3"3" 3" SPA5 #5 3" 3" 3"3"3" RPA5 #5 3" 3"3"3"3"3" SPA8N #8 3"3"3"3"3" Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS STREET WRAP QTY LABEL DESCRIPTION STREET WRAP™ FLEX BACK-BEND Flexible LED illumination Specifications Dimensions L × W × H ..................24-ft and custom lengths available Input ..................................................24 V Min. bend radius ...........................2.36" Power ................................................3.66 W/ft. Operating temp. ...........................-40° C to +65° C Environment ..................................IP67 Power supply ..................................Principal Sloan 24V Run footage ....................................Max. 24 ft. Applications....................................Neon tube light source, building and sign outline lighting and cover lighting, indoor/outdoor, cursive letters and design Warranty ..........................................5-year Product/5-year Labor Product Options CCT/color Jacket color Lm/ft Cut section length Max. length/ 96 W PS W/max. length SKU 6500 K White 305 3.9370"287.4016"87.7 M-SX024-65 5000 K M-SX024-50 4000 K M-SX024-40 Red (623 nm)Red 82 M-SX024-RD Orange (609 nm)Orange 116 M-SX024-OR Yellow (590 nm)Yellow 158 M-SX024-YL Green (525 nm)Green 140 M-SX024-GR Blue (468 nm)Blue 20 M-SX024-BL Cyan N/A 36 2.8110"287.7244"87.5 M-SX024-CN Pink 17 M-SX024-PK RGB N/A M-SX024-3C E341517 IMPORTANT WARRANTY INFO This warranty is void if any cuts are made in the field. Any cuts must be made by Principal Sloan to maintain warranty. NOTE: The LED neon itself and all its components may not be mechanically stressed. Please ensure that the power supply is adequate to operate the total load. Only qualified personnel should be allowed to perform installations. The design of the housing should be according to the IP standards in the application. If surge protection structure not within power supplier, a lightning protector should be needed additionally. Before cutting and sealing, please read the user manual, and please ensure you have read and fully understand it. Please do not twist the product and do not bend it in wrong direction, see Figure 1 for a correct demonstration. Bends front to back UV-resistant Dual extrusion, diffused silicone lens and thermal conductive base Standard colors cuttable every 3.9370", RGB cuttable every 2.8149" * Custom colors will utilize white LEDs behind a color matched silicone over molding and the MOQ is 656.168 ft. © 2024 Principal Industries Rev A 2024-01-30 principalsloan.com 325.227.4577 3490 Venture Dr., San Angelo, TX 76905 Specifications subject to change without notice. STREET WRAP™ FLEX BACK-BEND Flexible LED illumination Wiring Single color product VCC GND VCC Red Green Blue RGB product Types of Feed Bottom feed Top view Bottom feed Front view End feed Top view End feed Front view End Caps* 0.638" 0. 5 4 4 " Silicone end cap A-SXHW-ECSI * End cap quantities are available upon request. Silicone glue A-SWFX-SA Silicone insert, single color X-C-SX-SI1C Silicone insert, RGBX-C-SX-SI3C Accessories 3.28-ft & 8-ft Aluminum mill finish extrusion for outdoor applicationsA-SXMH-TRAL Transparent PC clips* A-SXMH-CLPL * Transparent clips are not warrantied if used in outdoor applications. Aluminum mill finish clips for outdoor applicationsA-SXMH-CLAL 0. 7 3 1 8 " 0.6185"0.7895" 0. 5 9 8 4 " 0.7283" 0. 5 9 8 4 " 0.7283" M-SX024-BL M-SX024-BL M-SX024-BL M-SX024-BL 7 3 2 9 SF SF02 SF04 SF12 STREET WRAP QTY LABEL DESCRIPTION FEATURES • Bends front to back with 6” minimum bending radius • Dual extrusion, diffused, UV resistant silicone lens and thermal • conductive base • Easy installation • Available with multiple feeds: - Back - End SPECIFICATIONS Certifications UL 94 V-0, UL & cUL Recognized (SAM Manual), CE, RoHs Dimensions (See Table)L X 1.06”W X 0.63”H Input 24V Operating Temp -40° to +65˚C Power 4.73 W per foot Power Supply P-LED 24V Protection Grade IP67 STREET WRAP™ FLEX POD FLEX POD PRODUCT OPTIONS LED CCT/Color Jacket Color Lm./ft Cut Section Length Max Length/96W PS W/Max Length SKU 6500K White 368 4.9213” (125mm)241.1417”95.1 M-SPX020-65 5000K White 368 4.9213” (125mm)241.1417”95.1 M-SPX020-50 Cyan White 106 9.8425” (250mm)236.2205”93.1 M-SPX019-CN Amber White 124 9.8425” (250mm)236.2205”93.1 M-SPX019-AM Pink White 61 9.8425” (250mm)236.2205”93.1 M-SPX019-PK RGB White N/A 9.8425” (250mm)236.2205”93.1 M-SPX019-3C Wwarranty5P 5L NOTE: The LED neon itself and all its components may not be mechanically stressed. Please ensure that the power supply is adequate to operate the total load. Only qualified personnel should be allowed to perform installations. The design of the housing should be according to the IP standards in the application. If surge protection structure not within power supplier, a lightning protector should be needed additionally. Before cutting and sealing, please read the user manual, and please ensure you have read and fully understand it. Please do not twist the product and do not bend it in wrong direction, see Figure 2 for a correct demonstration. This warranty is void if any cuts are made in the field. Any cuts must be made by Principal LED to maintain warranty. IMPORTANT WARRANTY INFO INSTALLATION ACCESSORIES SKU Description A-SPX-TRAL-3 3.28 ft. aluminum mill finish extrusions A-SPX-CHSS Back-Bend Flexible Chain Ø.198" .946" 1.115" .755" .234" 2.360" .946" 2.360" .234" .755" 1.115" Top View: Side View: Front View: .851" 1.178" M-SV024-BL M-SV024-BL M-SV024-BL 122 2 2 SB SB04 SB12 DOWNLIGHT QTY LABEL DESCRIPTION Catalog Number Notes Type CONTRACTOR SELECT WF4_WF6 SWW5 Page 1 of 2 WF4 & WF6 SWW5 4" & 6" Switchable White Downlight LED Ultra-Thin Wafer The 4" and 6" round smooth with 5CCT Switchable White technology provide high-quality light output and efficiency featuring a switch for easy color temperature adjustment to choose between 2700K, 3000K, 3500K, 4000K, or 5000K - while eliminating the need for recessed housings. FEATURES: ¡Round smooth lens trim designed to distribute precise even illumination for general purpose areas ¡Canless - no can required; equals easy to install and less labor ¡5 selectable color temperatures to choose with a switch ranging from warm (2700K) to daylight (5000K) allowing customization for endless applications ¡Dimmable to 10% Contractor Select™ CAN BE USED TOCOMPLY WITH 2019 JA8 HIGH EFFICACY LED LIGHT SOURCE REQUIREMENTS DI L TM IC RATED Catalog Number UPC Description Replaces Up To Lumens Input Watts CCT CRI Voltage Finish Dimming Protocol Pallet Qty. WF4 SWW5 90CRI MW M6 194994243465 4" Wafer-Thin LED Downlight 65W 670 9W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte White Triac 540 WF4 SWW5 90CRI MB M6 194994243595 4" Wafer-Thin LED Downlight 65W 670 9W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte Black Triac 540 WF6 SWW5 90CRI MW M6 194994243731 6" Wafer-Thin LED Downlight 75W 970 13W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte White Triac 360 WF6 SWW5 90CRI MB M6 194994243809 6" Wafer-Thin LED Downlight 75W 970 13W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte Black Triac 450 Accessories: Order as separate catalog number. WF8643 PAN Universal New Construction Wafer Pan WF4 PAN R12 4" new construction pan, retail pack of 12 WF6 PAN R12 6" new construction pan, retail pack of 12 WF4GR MW 4" Wafer Goof Ring 4.2" ID x 6.2" OD WF6GR MW 6" Wafer Goof Ring 6" ID x 8" OD WFJB U Remodel Joist Bar WFEXC6 SW3PIN FT4 3-Pin 6ft Cable WFEXC10 SW3PIN FT4 3-Pin 10ft Cable WFEXC20 SW3PIN FT4 3-Pin 20ft Cable *Goof rings are made of 22 gauge steel and painted white. 2700K 3000K 3500K4000K 5000K SWITCHABLE WHITE WF8643 Universal New Construction Pan Remodel Joist Bar WF4 PAN 4" New Construction Pan WFEXC_ extension cable Matte Black WF4 WF6 WF6 PAN 6" New Construction Pan One Lithonia Way, Conyers, GA 30012 | (800) 705-SERV (7378)| www.acuitybrands.com © 2023-2024 Acuity Brands Lighting, Inc. All rights reserved. Rev. 05/14/24 Page 2 of 2 CONTRACTOR SELECT WF4_WF6 SWW5 HOUSING:Polycarbonate injection molded outer frame, with steel back plate. Non-conductive dead-front trim design suitable for a wide range of applications and codes requiring a non-conductive lens • FT4 3-pin plenum rated cable connector to connect from module to remote driver box • Steel spring clip for easy installation. 4", 6" or 8" cut out template is provided to ensure a correct sized hole is cut into ceiling for proper installation of the trim. Size of hole should not exceed 4-1/4" for the WF4 and 6-1/4" for the WF6 • Can be installed from 3/8" to 1 ½" ceiling thickness • Can be removed from below the ceiling for service or replacement. LED LIGHT ENGINE:Switchable white color temperature from 2700K, 3000K, 3500K, 4000K, 5000K • 90 CRI minimum • Color accuracy within 4 step McAdams Ellipse at the end CCT (2700K and 5000K), within 6 step McAdams Ellipse in the middle CCT (3000K, 3500K, and 4000K) • Dimming 100% to 10% with most standard incandescent dimmers (see list of approved dimmers). DRIVER:Connect directly to 120V Class-2 (CAN ICES-005 (B) / NMB-005 (B)) LED driver. 120V 60 Hz constant current driver provides noise free operation • IC rated driver with convenience of a switch to choose between 5 selectable color temperature options ranging from 2700K (warm white), 3000K, 3500K, 4000K, or 5000K (daylight) • The isolated driver integrated inside steel remote box with four 7/8" knockouts with slots for pryout. Suitable for pulling wires with the 12 cubic-inch wiring compartment to accommodate up to (6) 14 gauge insulated conductor, or (4) 12 gauge insulated conductors; making the Wafer LED Downlights much easier to wire in 2in/2out (plus ground) daisy-chain applications and contractor friendly • 2" plenum space required for the installation of the WF6 driver box; 3"plenum space required for the installation of the WF4 driver box • Suitable for installation in t-grid and drop ceiling applications with universal new construction pan. OPTICAL SYSTEM:Edge-lit LED technology uses light guided plate to distribute light • Polycarbonate lens provides even illumination throughout the space • Efficient system that can produce over 670 lumens while using 9W (WF4) and 970 lumens while using 13W (WF6) • Replaces 65W incandescent (WF4) and 75W incandescent (WF6). LIFE:Rated for 50,000 hours at 70% lumen maintenance. LABELS:CSA certified to US and Canadian safety standards • ENERGY STAR® certified product • Suitable for wet location, covered ceiling • Air-Loc certified in accordance with ASTM E283-2004 • NOM Certified • Can be used to comply with California Title 24 Part 6 High Efficacy LED light Source Requirements • U.S. Patent No. 10,681,784. TESTING:All reports are based on published industry procedures; field performance may differ from laboratory performance. WARRANTY:3-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Specifications Dimensions 4.1" 1.2" 5" 3.3" .5" 5.5" 1.3" 5.9" 5.1" 7" 5" 1.2" 3.0" WF4 WF6 PERFORMANCE DATA WF4 SWW5 WF6 SWW5 Input Voltage 120V 120V Input Power Typical 9W (+/-5%)13W (+/-5%) Frequency 60 Hz 60 Hz EMI/RFI FCC Title 47, Part 15 Class B (consumer)FCC Title 47, Part 15 Class B (consumer) Minimum Starting Temp -40°F (-40°C)-40°F (-40°C) Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. WF6 SWW5 90CRI MW31DAREA QTY LABEL DESCRIPTION DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD7A4 DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD2A4B 7 BREW FAIRHOPE, AL RL-10650-S1-R3 100 t20 UTHD/V/ja L/GHT/NG v □nun F@ PRINCIPAL SLOAN Wesesnguago nn n aro o o on In TAASM2A2 Lt Io o ( PRINCIPAL o WE SPEAK SIGN LA 2 PRINCIPALcus ROHsC €Ea131/ COMPLIANT^ —SLOANCOMPLIANTLANGUA -JE 4— -JE 4 4 umaMA L/GHT/NG We Speak Sign Language 24 VDC STREET•WRAP FLEX 5E—•—• t20 20 EN B THRU cO A A< at [ADDITIONAL FIXTURE INFO STREET•WRAP FLEX Gaalu - c"us ( € ROHs e e Compliant 24 VDC 5. warranty TTLE 20 / ADDITIONAL FIXTURE INFO Juno@ © al 24 @ O()i9 BdaievB PART61 CUS LOCATION™ 7 c NOMFRONT ••• •FRONT • d Juno® L JT £1m ft I i i i i i I ift ml -- g L —n—hI] 1 — T 1 -I- CS CONTRACTOR SELECT" CS CONTRACTOR SELECT SiTee •WRAP. FLEX Product & Labor WARRANTY 2, 1 [ADDITIONAL FIXTURE INFO as n a Ae m — NIGHTTIME —arcer0anm FRIENDLY 10 10gS3 BAA BABA Warranty 31diseries ©n । 7 REDLEONARD $ ASSOCIATES i Ilfy REDLEONARD I SH==TZ] ‘ °W ASSOCIATES •--------- L/THGN/A L/GHT/NG L/THON/A L/GHT/NG L L L s design select 8 ■■ ■ m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. AREA WALL MOUNTED STREET WRAP DOWNLIGHT STREET WRAP 7 BREW FAIRHOPE, AL RL-10650-S1-R3 Pe a.4 ) ) 1 Y< at ,O Ctc3>O U< U< 1O C'l@ @ S U<U<Ue<Us O o ©/U<C to V O Y< 1 7 REDLEONARD $ ASSOCIATES I @ e e y cS e S es PseN Bo," 6 81 e 2 @ e _ <36 © 2/ ' HA — L C rHRU co m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. 7 BREW FAIRHOPE, AL RL-10650-S1-R3 1 7 REDLEONARD t ASSOCIATES i 40 27 17 9.8 5 2.1 0.63 0.078 -0.0003 Illuminance (Fc) 7 tn19 5 0 o o N t CM LD P t O C. CM O {T 11 C CO to to to CM CO CO to C1 U I 0 0 hr 1 cn CM 1 CO m to 0 co [4 o CD N to G C co L} to P o C T N ui CM o o GO C 0 0 C O NJ CD Ul to CD G 0 1, In , ro [. N CD CO o j co N 39 0 LO On to co co CJI CD to to L N D . tO r 1 to CM 00 E o co CM o 00 N CO h o 4 Oc P CM CM 0 10 CD O 00 <0 C. W CD h y1 CD to 0. 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NJ Q to N Ui coCM o o — DN as o ba coCM CD to to to to 5 bo [ bo to on to d 9 NJ CD P CD CMCM N bi 00CO NO O Ui o 2 CD 2 to N to to CD — o NJ to NJ CD o io N bo N o ■f l ed qCM — / 9 biN o [ to — to NJ q ci D bi co o N u (Po co ci co i LDCD p= C. 2 to O6 p CD CO q CD p r C q o o bo "I to tD o CD bi N o —2 G oCD p NJ P CDCD O CDCD 2M e ro tQCM CCD - Co o t p CD C to N CD N m coCD CD i P CD S to : t o bi p bi —NJNJ > U 1 P N I oP d C, — to it o 2 r I 9o — t o N 2 % 80 .1 I tD -- - - - - - - - LG — oO to G O 3 i TN8. s CD 0 0 to i m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. 7 BREW FAIRHOPE, AL RL-10650-S1-R3 MHs FAMH #3 C 10i 4 0 9 3.5 5.7 4.9 2.9 1.6 0.8 0.7 0.8 0.9 1.3 2.1 3.1 A4 8 3.8 3.8 3.4 2.6 1.8 1.5 19 1.9 26 4.4 6.5 SF12 SF12SBIfew4.2 3.5 2.5 1.9 1.7 1.9 3.2 1.9 2.8 4.2 183 #1 1 S B 4 1 3.2 1873 SF12 5.05.6 3.1 15 1.1 1.9 1.6 15 2.1 2.0 SF1 2 77। HI#4.4 4.1 1.2 1.21.9 SB 1.3 0.9 1 I I I 3 3.6 3.6 2.6 08 0.9 0.8 22 -8.54.9 4.0 3.1 2.2 1.2 0.9 %— 44&1 I (6.0 4.0 2.6 2.5 1.5 2.0 1.5 L*dEe P"dj LAAE 3.7 4.5 27 2.1 2.6 4.0 5.8 4.0 2.3 1.2 I 0.7 1.3 2.3 2.0 1.5 1.7 2.9 3.5 2.4 - 4I t2.1 2 7 1.1 1.1 1.5 5.21.7 2.9 3.9 3.6 1.6 2.0 2 8 2.6 1.9 0.7 0.7 0.9 2 8 5.9 C J 0.9 19 3.5 5.5 4.8 33 18 1.2 1.3 1.5 1.5 1.4 1.3 1.1 1.0 09 1.1 1.3 1.8 28 S30.7 1.9 3.3 1.0 2.2 3.3 3.6 3.1 1.9 1.6 2.9 3.5 34 2.7t Is I h ID1 7.92.1 6.1 8.7 5.0 1.7 1.5 4.2 7.1 3.2 1.1 । 7 REDLEONARD t ASSOCIATES w I Oli 0.00.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 00 0.0 0.0 0.0 00 00 0.0 NO__ 0.0 0.0 0.0 0.0J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.d 10 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.“7d)01 0.0 (00)"Tn — 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 .0 0 0.0.0 0 0.0 0.0 1.UH l 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100 0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 -I ok0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0.0 0.0 0.1 0.1 0.3 0.7 0.8 0.5 0.2 122 0.T 0.1 9-1 0.1 0.1 0.2 0.0 0.0 0.0eTT U. 0.0 0.0 0.1 0.0 \ pC0 — 0.0 0.0 0.1 0.00.0/0.0 0.0 0.1 0 0.0 0.0 0.0 0.0 0, 0.0 0.0 0.1 0.0 p.00.0 0.0 0.1 0.0 0.0 l 0.0 0.0 0.1 0.0 0.0 .00.0 0.0 0.1 0.0 o.o r L100.0 0.1 0.1 0.0 0.0 0.00.0 0.1 0.1 .0.0 0.0 0.00.0 0.1 0.1 .0 0. 0.00.0 0.1 01 .0 .0 P.O0.0 0.0 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0@-.0 0.60.0 0.0 0.3 0.5 0.1 0.4 0.3 0.3 0.9 0.9 10 0.5 0.4 13 1.3 1.1 0.4 02 0.1 0.1 0 0.0 0.0 0.01 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 v 184 2.9 SF12 166 SB12 180 SF12 01 3.A 4 > Ada ngmm E-MHMHr 51200680028 155 SB / 0.2 ___G. 0.00.0 2.2 186 0.00.0 00° 0.0 0.0 0 0.0 2.0 185 0.00.00.00.0 0.00.00.00.0 0.00.00.20.0 0.00.0 1.0 0.20.1 0.00.0 0.00.00.00.0 0.00.00.20.2 0.00.0 Harrison French & Associates, PLLC www.hfa-ae.com Page 1 of 1 Payton Rogers, CAPZO Planning & Zoning Manager 451 Pecan Ave Fairhope, AL 36532 Mr. Rogers, I have analyzed the 7 Brew site in question and provided the following ITE Trip Gen information below. Based on the Plat it is my understanding that the site will fall within the parameters outlined in the Plat. Thank you. Weekday AM Peak Hour: 91 Total Trips, 46 (Entry), 45 (Exit) w/ 50% Pass-By Rate: 46 Total, 23 (Entry), 23 (Exit) Weekday PM Peak Hour: 34 Total Trips, 17 (Entry), 17 (Exit) w/50% Pass-By Rate: 17 Total, 9 (Entry), 9 (Exit) Thank you, Garrett Small, PE HARRISON FRENCH & ASSOCIAT E S , P I. L C HFA Payton Rogers ROCKWELL BLVD PUD Road • Parcel Zoning: B-2 O SIABAW SR 26.01 - Jiffy Lube City of Fairhope Planning Commission March 2, 2026 o‘"A‘o o l___ / o N W E S 3 Project Name: Jiffy Lube Site Data: 0.99 acres Project Type: Site Plan Approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2, General Business District PPiN Number: 633808 General Location: Northeast corner of State Highway 181 and State Highway 104 Surveyor of Record: Lieb Engineering Engineer of Record: Lieb Engineering Owner / Developer: Rockwell LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: CP □ ST A T E H W Y 1 8 1 I BU S H E L D R -- - is - cn PD — s ■f I? 1S T A M H 3 1 V I S — ■» « l l -A . d gi a - t h ST A T E H W Y 1 8 1 ■M L A . J - J M M Li m e u g e n . a l . m SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 1 of 7 SUMMARY OF REQUEST Request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 2 of Rockwell Place north of the northeast corner of State Highway 181 and State Highway 104 and is 0.99± acres. SITE HISTORY The subject site has had numerous Subdivision, Multiple Occupancy Project (MOP), and Zoning Change applications before both the City of Fairhope and County Planning Commissions. Most recently the subject site was before the Planning Commission at its July 7, 2025 meeting included as part of a request for approval of a 10-Lot Major Subdivision to resubdivide Rockwell Place Lot 1. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Rockwell Place Commercial Subdivision establishes setback requirements for Lot 2 to be 70 feet from the East property line along Bushel Drive, zero (0) feet from the North and South property lines, and 30 feet from the West property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. However, some are incorrectly labeled. On the West side of the Lot the 20-foot Drainage & Utility Setback should be revised to state “20’ Drainage and Utility Easement”, the Minimum Highway Setback should be revised to state “Minimum Highway Construction Setback (125’ From Centerline), and the 30-foot Landscape & Greenspace Buffer should be revised to state “30’ Landscape & Greenspace Buffer & Minimum Building Setback”. If approved, the Site Plan should be revised to reflect the aforementioned labels accurately. On the East side of the Lot the proposed Site Plan illustrates two different building setbacks. As previously stated the Final Plat for Rockwell Place Commercial Subdivision established a minimum 70-foot Front Building Setback along Bushel Drive for the subject site. As such, if approved, the Site Plan should be revised to remove the additional 40-foot setback illustrated. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 22 feet. Tree & Landscaping - COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates full compliance with the Trees and Landscaping Ordinance (see exhibits). The Tree and Landscape plan illustrates nine (9) overstory trees which currently exist on site that, while not of a large enough size to count as Credit Trees, do count towards required tree plantings. It’s important to note, however, that these nine (9) overstory trees were included as required street tree and greenspace buffer plantings approved with the various Rockwell Place subdivisions, and as such, cannot be removed and must be protected throughout construction. SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 2 of 7 If approved a note should be added to the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance. Parking - NON-COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule requires a minimum of five (5) parking spaces for the subject site and allows for an overage of one (1) additional space not to exceed a total of six (6) spaces for the site. As proposed, the Site Plan illustrates seven (7) parking spaces in total which includes one (1) handicap spaces and two (2) compact spaces. As such, if approved, the Site Plan should be revised to remove one (1) of the excess parking spaces while maintaining compliance with compact car and pervious surfacing parking standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Bushell Drive, as required. Additionally, the proposed Site Plan provides direct access to the existing 11-foot-wide multi-purpose trailway along State Highway 181. Drainage - COMPLIANT Drainage has been accounted for the entire commercial portion of Rockwell Place in accordance with SD 25.08. Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. Mechanical Equipment - NON-COMPLIANT As illustrated, the Site Plan depicts HVAC mechanical equipment to be located on a concrete pad north of the proposed structure and does not illustrate any mechanical screening as required by Article IV.B.2.a. As such, if approved, the Site Plan, Civil Plans, and Elevation Plans should be revised to include compliant mechanical screening or relocation of all mechanical equipment to the roof. Dumpster - NON-COMPLIANT The proposed plans illustrate a dumpster with screening on the East side of the proposed parking area. However, a dumpster detail was not provided illustrating compliant screening. As such, if approved Architectural Plans should be provided illustrating compliant dumpster screening. Signage - N/A Signage will be reviewed at time of a sign permit submittal . It should be noted that as proposed, the subject site is allowed a maximum of two (2) building signs and two (2) freestanding signs with the total aggregate surface area for ALL permitted signage to be no greater than 50 square feet. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 3 of 7 Traffic - COMPLIANT A traffic study was conducted for Rockwell Place Subdivision, and the road infrastructure was designed in accordance with the recommendations from the traffic study. Shared access points are on the plat to limit the number of curb cuts on Bushel Drive. Lot Access - COMPLIANT As illustrated, the Site Plan proposes shared access with Lot 1 to the South in accordance with the Rockwell Place Commercial Subdivision Final Plat. Comprehensive Plan - COMPLIANT Rockwell Place is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are the Rockwell Place Apartments. Proper buffers are included in the plans to mitigate the conflicting land use s. Benefits to the Community - COMPLIANT There are a lot of residential units being built in the immediate surrounding area, especially to the North. A commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 4 of 7 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Recommendation: Staff recommends APPROVAL of SR 26.01 – Jiffy Lube Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2. Provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3. Revision of the Site Plan to remove one (1) of the excess parking spaces while maintaining compliance with compact car and pervious surfacing parking standards; 4. Revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; and 5. Provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening. EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 5 of 7 Proposed Site Plan REOD:CURB REI RN HANDICAP RMMP (SEE DETAL SHT.) ___I )\24ssss ss ss eolREO’D: REQD: 2 4 MDE PAINTED SIRE(TP) 373.99‘(M)-373.96 (R) - DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) < 11 1REO’D:“X U I IN CROSSWALK STRPING (SEE DETAL SHT.) REBAR g:"" x 1 ,P /7 7 P—LOT 241 fI SLIDE 3020F OCKWELL LLC BOX $79 JETTE, AL c&-ss858 —43,029:822 099Acrese 20‘Z O II rt Ei JI——NAT W 1 sY5€ B Ci|| N895236W 374.36‘(M) 'ol 20‘ REQ’D:CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: DIRECTIONAL ARROW 14 182 ROCKWELL . PLACE 1 I -I I I I(d 38GSylubb EFE: 119.00' milSil SLIDE 3 NPDBO)BAY NINE Sa’di (89 (SEE DETAIL)(SEE DETAIL SHT.)IIX I\DVIPF CAPP REOA + (CA10 17) REO’D: CONCRETE PAMNG (SEE DETAL SHT.) P 8 3 %/ 5 RO W M - S O . L 0 . 0 0 S — \ * 'W * 11 5 . 0 0 M & R ) . 1 9a r v 8 1_ — hl ' l T 3u l N S l W 3 I l V PE R I N S 2 1 1 6 7 5 6 40 B U I L D I N G S E T B A C K I V / 3 W '■ ■ I I I ll r 1 ; / 7 a2 /B 1 30 7 0 2 3 0 n s J 3 d . AI N N S V 3 A 7 N V I I G L O 3 N N e 0 , ” 70 ‘ B U L D I N G S E T B A C K \ \ V / — UG + "— G — W EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 6 of 7 Proposed Tree & Landscape Plan (3€I— I josylube8seFFE: 119.00' TREE & LANDSCAPE COMPLIANCE TABLE -csoo- - DL: P te }0 % ))000000°;.-8 "6. . i cw— . Reler to CMi for ALL grading. ) dranage. erosion control. and — hardecape. (typ.) 4-25-0--$ f- i ■■ —— 1” Refer to Cml for ALLD/dranage, crosion control. and ■ hardscape (typ.) Ra?3 ozsa w csD cx— l - Ser Or I “F&w =w— =#e s—— Yes Yes 4 Yes 4 Yes 28 28 YesPerimeter Trees 0 0 31 32 YesTotal Yes Total Trees Saved (Credits) 0 Total New Overstory Planted 32 Total New Understory Planted 0 YesSpecies Richness (>4)6 Overstory Understory 8,603 5,162 0 0 0 0 0 18,170 17,256 0 0 0 0 0 31 0 32 0 Plan Provided 3 3 Plan Compliance? Landscape Area Total Landscape Area Front Landscape Area Parking Trees Overstory Understory Parking Understory < 50% Frontage Trees Frontage 1 Frontage 2 Frontage 3 Frontage 4 Reviewed by Payton Rogers Date 02/19/26 Plan Total Required P • J © Pr o p o s e d B u i l d i n g (S e e A r c h / C i v i l ) BU S H E L D R . 255 “f t 8 dt l । j 21 f ? EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 7 of 7 Proposed Elevations d JIPREFINISHED METAL CANOPY_1COLOR: "METALIC SILVER" ■ --ls 1 MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY ][ ]0‘-0‘AFF FRONT ELEVATION II III[ 0-0" AFF RIGHT ELEVATION f f 1234 JE[== [ J[ LLcJ[[3]0‘-0" AFF REAR ELEVATION F lf I d) 1 0-0" AFF LEFT ELEVATION jiffy lube multicare multi carejiffy lube multicare II‘-4 I/2"AFF B.O. LETTERSET SMOOTH FINISH ALUMINUM COPING: COLOR SW 7674 "PEPPERCORN’ MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY Il‘-4 1/2" AFF B.O. LETTERSET ammorezs == PREFINISHED METAL CANOPY COLOR "METALIC SILVER’ PREFINISHED METAL CANOPY COLOR: "METALIC SILVER" 7-6" AFF B.O. CANOPY M’-T AFF T.O. PARAPET £ [ SMOOTH FINISH ALUMINUM COPING ■ COLOR: SW 7674 "PEPPERCORN" 22-2'AFF T.O. PARAPET OVERHEAD DOOR W! GLASS COLOR: RAL7012 "BASALT GREY EIFS COLOR: SW6314 "LUXURIOUS RED SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" EIFS COLOR: SW7666 "FLUER DE SEL* 12-0" AFF B.O. SIGN BAND 19-6" AFF T,O. PARAPET EIFS COLOR: SW7666 "FLUER DE SEL* 22-2" AFF T/O COPING 22-2" AFF T.O PARAPET SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" ' EIFS COLOR: SW7666 "FLUER DE SEL"' OVERHEAD DOOR WIGLASS COLOR: RAL 7012 "BASALT GREY 7-6‘ AFF B.O. CANOPY BOLLARD COLOR: SW6314 "LUXURIOUS RED" EIFS COLOR: SW6314 "LUXURIOUS RED" CONDENSING UNIT ON CONCRETE PAD -ANODIZED ALUMINUM & GLASS STOREFRONT COLOR: "DARK BRONZE" EIFS COLOR SW6314 "LUXURIOUS I • ANODIZED ALUMINUM & GLASS STOREFRONT COLOR "DARK BRONZE CONDENSING UNIT ON CONCRETE PAD EIFS COLOR: SW7666 "FLUER DE SEL‘ CONDENSING UNIT ON CONCRETE PAD 19-6‘AFF T.O. PARAPET 19-6" AFF T.O. PARAPET 19-6" AFF TO COPING 7-6" AFF B.O. CANOPY 13-6" AFF B.O. LETTERSET Lt a ] ] EIFS COLOR: SW6314 "LUXURIOUS RED" I or FA. “LABAMP APPLICATION FOR SITE PLAN APPROVAL Date of Application: >37 Address of Property Owner: Zip: 36507City:State: Jiffy Lube Fairhope Sq. Footage: 43,029 SF B-2Parcel No: 05-46-01-02-0-000-001.911 Current Zoning: Authorized Agent Information Name of Authorized Agenthris Lieb with -ieb EngineeringPhone Number: 2519789779 36532Zip:State:AL Engineer/Architect Information Lieb Engineering Company 2519789779Phone Number:Name of Firm: 7671 Parker RdAddress: 36532Zip:State:AL Chris Lieb ic:n A2144EK e Fairhope Single Tax Corp. (If Applicable)Date I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. City: Fairhope Contact Person: Application Type: Attachments: Proposed Site Plan Name: Site Acreage: 0 99__________ m Address: 7671 Parker Rd City: Fairhope_________________ Contact Person: Chris Lieb □ Site Plan □ Articles of Incorporation or List all associated investors s of Property OW 6/6zze an authorized Single Tax representative shall sign this a Rockonz. 442 A Property Owner/Leaseholder Printed Name Signa /-/9- az Property Owner / Leaseholder Information ”27- Name of Property Owner: K&ckweze ZZC Phone Number: 757'7^77 57?__ AZ 6 Ol ISSUED FOR REVIEW ALABAMA ONE-CALL N VICINITY MAP NOT TO SCALE INDEX TO SHEETS BUSHEL DRIVE FAIRHOPE, AL 36532 PROJECT CONTACT INFORMATION SITE LOCATION co ENCOUNTER DRIVE Z STATE HIGHWAY 104 O 7 O Q 0) I ROCKWELL BLVD FAIRHOPE JIFFY LUBE THE CONTRACTOR IS REQUIRED TO CALL "ALABAMA ONE-CALL" 1-800-292-8525 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026A ISSUED FOR REVIEW TITLE SHEET FAIRHOPE, AL s* OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: JLG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C1.0 ACOMPANY2025-102 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF1 11 NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 8, SADAM" 751e48 J No. 31204 ] PROFESSIONAL) 1/20/2026 SHEET NO. SHEET NAME C1.0 TITLE SHEET C2.0 CIVIL NOTES C3.0 SITE PLAN GRADING & DRAINAGE PLANC4.0 C5.0 UTILITY PLAN C6.0 EROSION CONTROL PLAN C7.0 PEDESTRIAN CIRCULATION PLAN C8.0 AERIAL OVERLAY C9.0-C1 1.0 CIVIL DETAILS OWNER: ENGINEER: SURVEYOR: LIEB ENGINEERING COMPANY, LLC 7671 PARKER ROAD FAIRHOPE, AL. 36532 (251) 978-9779 CONTACT: CHRIS LIEB, PE GUGGENHEIM DEVELOPMENT SERVICES, LLC 3000 INTERNET BLVD. SUITE 570 FRISCO, TX. 75034 CONTACT: ANGEL ROBINSON GONZALEZ - STRENGTH & ASSOCIATES, INC. 1550 WOODS OF RIVERCHASE DRIVE, SUITE 200 HOOVER, AL. 35244 (205) 942-2486 CONTACT: DEREK MEADOWS ST A T E H I G H W A Y 1 8 1 ISSUED FOR REVIEW GENERAL NOTES:EROSION CONTROL NOTES:CONCRETE NOTES: 1. 2. 5.3. 5.6. 8. 5. 8.6. 12. 8.13. PAVEMENT SURFACE SHALL HAVE BROOM FINISH. SITE DEMOLITION NOTES:9. 3.UTILITY NOTES: 2. 3. LAYOUT NOTES: 1. 7. 2. 8. 3. 9. 10. 5. TRAFFIC CONTROL NOTES: GRADING NOTES: 2. 3. 5. 5. 6. 6. 10. 8. 9. STORM DRAINAGE NOTES: 2. 7. ALL STORM PIPES 15” AND LESS SHALL BE SMOOTH LINED HIGH DENSITY POLYETHYLENE (HDPE) OR SCHEDULE 40 POLYVINYL CHLORIDE (PVC) WITH WATER-TIGHT 8. 9. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7A ISSUED FOR REVIEW CIVIL NOTES <GSTERFOFAIRHOPE, AL *ss ☆ OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: NO SCALE SHEET NUMBERLIEB ENGINEERING C2.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF2 11 5. 6. 9. 10. No. 31204 PROFESSIONAL) 5. 6. 2. 3. 6. 7. 8. 9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO LIEB ENGINEERING PRIOR TO INSTALLATION AND/OR FABRICATION. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED AT THE LOWPOINTS. GRADING SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND POINTS OF CONNECTION PRIOR TO INSTALLATION. UEB ENGINEERING SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION. PROPOSED STORM PIPES SHALL BE BEDDED IN 6” OF SAND. ALL RIP RAP SHALL BE CLASS 2 PER THE ALABAMA DEPT. OF TRANSPORTATION (ALDOT) STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 1. 2. 5. 6. 1. 2. NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 ALL EXISTING IMPROVEMENTS SHALL REMAIN WITHIN THE UMITS OF CONSTRUCTION UNLESS SPECIFICALLY NOTED, "TO BE REMOVED”. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING ITEMS TO BE SALVAGED, REMOVED AND REUSED, ETC. CONTRACTOR TO USE CAUTION NOT TO DAMAGE THESE ITEMS DURING REMOVAL AND/OR REUSE. ANY DAMAGED ITEMS SHALL BE REPAIRED/REPLACED AT CONTRACTOR’S EXPENSE. ANY AND ALL UTILITIES IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED OR RELOCATED. COORDINATE WITH UTILITY PROVIDER PRIOR TO REMOVAL/RELOCATION. SAWCUT EXISTING HARDSCAPES AT LIMITS OF REMOVAL. ASPHALT PAVING SHALL BE MILLED A MINIMUM OF 8” TO ENSURE A SMOOTH TRANSITION TO PROPOSED ASPHALT PAVING. CONTRACTOR TO DISPOSE OF ALL DEMOUTION AND CONSTRUCTION DEBRIS AT LEAST WEEKLY IN AN APPROVED MANOR. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BEOW GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED. JOINTS UNLESS OTHERWISE NOTED, INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ALL STORM PIPES 18” AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) BELL AND SPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED. ALL SLOPE PAVED HEADWALLS SHALL BE PER ALDOT SPECIAL DRAWING #HW-614-SP. ALL NORMAL WEIGHT CONCRETE SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS NOTED OTHERWISE. CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED IN THE CONCRETE. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED IN THE ACI 301 SPECIFICATION, AND PER PROJECT SPECIFICATIONS. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60 AND PLACED IN ACCORDANCE WITH ACI-315, LATEST EDITION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. FABRICATION OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES” ACI 315. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF ACI 318. PROVIDE 3/4” BY 45 DEGREE CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE ON THE DRAWINGS. TYPE II PORTLAND CEMENT SHALL BE USED IN THE MANUFACTURE OF ALL CONCRETE UNLESS OTHERWISE NOTED. PORTLAND CEMENT SHALL CONFORM TO C150. ONLY ONE BRAND OF CEMENT SHALL BE USED FOR ALL CONCRETE FOR EXPOSED SURFACES OF ADJACENT STRUCTURES. AGGREGATE, BOTH COARSE AND FINE, USED IN THE MANUFACTURE OF CONCRETE SHALL CONFORM TO ASTM C33 UNLESS OTHERWISE NOTED. CONTRACTOR MAY SUBSTITUTE CONSTRUCTION JOINTS IN LIEU OF CONTROL JOINTS AS NEEDED. EXPANSION JOINT MATERIAL SHALL BE BITUMINOUS TYPE PER ASTM D994. SEALANT SHALL BE BASF SONOLASTIC SL2, OR OTHER ELASTOMERIC JOINT SEALANT AS APPROVED. ALL SEALANT MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER’S RECOMMENDED INSTALLATION INSTRUCTIONS. TOPOGRAPHY AND SITE BOUNDARIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION. IMMEDIATELY NOTIFY UEB ENGINEERING OF ANY DISCREPANCIES. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OF BUILDING TO THE BACK OF CURB, OR TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY REPLACEMENT WILL BE AT THE CONTRACTOR’S EXPENSE. VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF LIEB ENGINEERING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ENGINEER. CONTRACTOR SHALL FOLLOW STATE REQUIREMENTS FOR SURVEY PRACTICES FOR CONSTRUCTION LAYOUT WORK. THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE TV) FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF CONNECTION AT THE BUILDING. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OF CONNECTION AT THE BUILDING. NOTIFY CIVIL ENGINEER, LIEB ENGINEERING OF ANY DISCREPANCIES. BACKFLOW PREVENTION AND METERING SHALL BE PROVIDED ON THE FIRE, DOMESTIC, AND IRRIGATION SERVICES IN ACCORDANCE WITH THE FAIRHOPE PUBLIC UTILITIES (FPU). WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE FAIRHOPE PUBLIC UTILITIES (FPU) REQUIREMENTS. ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 36” COVER UNLESS OTHERWISE INDICATED ON PLANS. ALL SANITARY SEWER MAINS AND LATERALS SHALL BE PVC SCH 40 UNLESS OTHERWISE REQUIRED BY THE FAIRHOPE PUBLIC UTILITIES (FPU). ALL UNDERGROUND ELECTRICAL, TELEPHONE, AND CABLE TV SHALL BE INSTALLED IN PVC CONDUIT OR CONCRETE ENCASED DUCT BANK WITH PULL WIRE MEETING FAIRHOPE PUBLIC UTILITIES (FPU) REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SPECIFIC INFORMATION. FPU INSPECTORS REQUIRE CONTRACTOR TO NOTIFY WITHIN 48 HOURS NOTICE FOR OBSERVING BACKFILLING AND COMPACTION OPERATIONS NO BACKFILL IS AUTHORIZED UNTIL FPU INSPECTOR HAS APPROVED INSTALLATION METHODS. UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6 INCH LOOSE LIFTS. FILL SHALL BE COMPACTED TO 98% STANDARD PROCTOR AND OPTIMUM MOISTURE CONTENT WITHIN ±3%. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FOR BEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH SAND. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING, HARDSCAPE, SIDEWALKS, ETC. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING PAVING, HARDSCAPE, SIDEWALK ETC. AND REPLACE IN LIKE KIND AND RESTRIPE AS NECESSARY. BACKFILL TRENCH FULL DEPTH WITH SAND. ALL WATER AND SEWER PIPING TO BE INSTALLED AS PER 2018 INTERNATIONAL PLUMBING CODE AND LOCAL ORDINANCE. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST EDITION AND REVISION OF PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN FOR ALL CONSTRUCTION WITHIN WORK AREAS SHOWN AND DESCRIBED IN PART VI OF THE MUTCD. PERMANENT ROADWAY SIGNS OR TEMPORARY CONSTRUCTION SIGNS WHICH ARE NOT APPLICABLE OR INAPPROPRIATE FOR THE CURRENT CONDITIONS SHALL BE COVERED OR REMOVED. THE DIMENSIONS SHOWN OR DESCRIBED FOR LOCATING CONSTRUCTION SIGNS ARE NOMINAL. THE ACTUAL DIMENSIONS SHALL BE ADJUSTED TO BEST FIT LOCAL CONDITIONS AND PROVIDE MAXIMUM VISIBILITY. IF TRAFFIC CONTROL DEVICES ARE NECESSARY FOR PROPER WARNING AND TRAFFIC CONTROL AFTER SUNSET, THEN AS A MINIMUM, TYPE "B" WARNING LIGHTS SHALL BE PLACED ON THE FIRST WARNING SIGN AND CHANNELIZING DRUM AND TYPE ”A’ REFLECTIVE SHEETING SHALL BE REQUIRED ON ALL SIGNS. HAZARDOUS CONDITIONS ON OPEN ROADWAYS SUCH AS PAVEMENT DROP-OFFS IN EXCESS OF 2”; CONSTRUCTION MATERIALS, VEHICLES, OR EQUIPMENT STORED OR PLACED WITHIN THE ROADWAY RIGHT-OF-WAY; AND OPEN TRENCHES ACROSS OR NEAR THE ROADWAY SHALL NOT BE ALLOWED UNLESS THE CONTRACTOR IS ON SITE AND WORKING, AND PROPER TRAFFIC CONTROL MEASURES ARE BEING TAKEN. THE CONTRACTOR SHALL KEEP OPEN ROADWAYS CLEAN AND FREE OF CONSTRUCTION DEBRIS, DIRT, LOOSE GRAVEL OR OTHER MATERIAL THAT MAY CAUSE HAZARDOUS DRIVING CONDITIONS. TRAFFIC CONTROL DEVICES SHALL MEET THE STANDARD MATERIAL AND INSTALLATION REQUIREMENTS SPECIFIED IN THE CURRENT EDITION OF THE AL.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. ROADWAYS AND DRIVEWAYS SHALL REMAIN OPEN DURING CONSTRUCTION. CHANNELIZING DEVICES SHALL BE PLACED AT 10’ ON CENTER ALONG MINIMUM 20’ RADII TO CHANNELIZE TRAFFIC INTO AND OUT OF INTERSECTING ROAD AND DRIVES WITHIN AREAS WHERE CHANNELIZING DEVICES ARE REQUIRED. TEMPORARY REGULATORY SIGNS SUCH AS STOP SIGNS AND YIELD SIGNS SHALL BE PLACED AS NECESSARY FOR PROPER TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD. STANDARD LANE CLOSURE TIMES ARE 9AM-3PM MONDAY-FRIDAY FOR ALDOT ROUTES. SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OF REGISTRATION”(NOR) FROM ADEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE IS AT ALL TIMES IN ACCORDANCE WITH ADEM RULES & REGULATIONS. DOCUMENTATION OF INSPECTIONS BY A Q.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY AND ALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS. EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSH BERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES , CHECK DAMS, FILTER BERMS, JUTE MATTING, VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH, AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD. AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND DRESSED. DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TO ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS. 1. 2. 3. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO FIELD LOCATE ANY AND ALL UTILITIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO LIEB ENGINEERING IMMEDIATELY. THE CONTRACTOR SHALL EXERCISE DUE CARE TO PROTECT THEM FROM DAMAGE DURING EXCAVATION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. ALL EXCAVATIONS SHALL ADHERE TO THE PROVISIONS OF THE MOST CURRENT OSHA STANDARDS AND SPECIFICATIONS. THIS PROPERTY IS IN ZONE "X” AS PER THE MAP BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION COMMUNITY PANEL NUMBER 661 OF 1100 FOR BALDWIN COUNTY AND MAP NUMBER 01003C0661M AS PER REVISED MAP DATED APRIL 19, 2019. SURVEY DATA WAS COMPILED FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY GONZALEZ - STRENGTH & ASSOCIATES, INC. LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 10. STORM DRAINAGE INLETS SHALL BE LOCATED AT THE LOWPOINTS. NOTIFY UEB ENGINEERING OF ANY DISCREPANCIES. 11. CONTRACTOR SHALL PROVIDE FOR PERSONNEL AND VEHICULAR PROTECTION AT ANY OPEN EXCAVATIONS IN ACCORDANCE WITH 29 CFR PART 1926 AS WELL AS ANY REQUIREMENTS FOR EXCAVATIONS GREATER THAN FOUR (4) FEET IN DEPTH. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING ADJACENT TO EXISTING STRUCTURES AND UNDERGROUND UTIUTIES DURING ALL EXCAVATION OPERATIONS. TYPE OF SHORING AND PROCEDURE TO BE FOLLOWED MAY BE SUBJECT TO THE ENGINEER’S REVIEW BUT THE STRUCTURAL ADEQUACY OF THESE SYSTEMS, AS WELL AS DAMAGES TO THE EXISTING FACILITIES, ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITE GEOTECHNICAL ENGINEER. 14. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. SAND BACKFILL SHALL BE INSTALLED IN 12” LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR. 15. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED. 16. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS MAINTAINED THROUGHOUT CONSTRUCTION. PONDING AND STANDING WATER SHALL BE KEPT TO A MINIMUM. 17. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. THE SLOPE IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. HANDICAP RAMPS SHALL NOT EXCEED 1:12 SLOPE IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. 18. THE FINISHED GRADE SHALL SLOPE AWAY FROM THE BUILDING(S) AT LEAST 1.0%. THE FINISHED GRADE SHALL BE 6” BELOW THE BUILDING FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED ON DRAWINGS. WATERPROOFING SHALL BE REQUIRED AT ALL LOCATIONS WHICH THE FINISHED GRADE IS ABOVE THE FINISHED FLOOR ELEVATION. CONTRACTOR SHALL NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. 10. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED AT THE END OF EACH WORKDAY. 11. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY 12. ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS OTHERWISE INDICATED ON THE LANDSCAPE PLAN. 13. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED. 14. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC. 15. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED. 16. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN S150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. 17. GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & 1’ UP EACH SIDE. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC250 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. 18. GOOD HOUSEKEEPING PRACTICES AND PREVENTATIVE MAINTENANCE SHALL BE PERFORMED ON SITE DAILY TO PREVENT POLLUTION SOURCES FROM CONTACTING STORMWATER AND GROUND WATER. THIS INCLUDES, BUT IS NOT LIMITED TO: EQUIPMENT INSPECTION FOR LEAKS OF HAZARDOUS MATERIALS, PICKUP AND PROPER DISPOSAL OF WASTE MATERIALS TO APPROVED DISPOSAL SITES, STORING CONTAINERS AND BAGS AWAY FROM TRAFFIC ROUTES, PUBLICIZING POLLUTION PREVENTION CONCEPTS THROUGH POSTERS, WASHING EQUIPMENT AND VEHICLES AT APPROVED WASHING LOCATIONS, AND USING ONLY WATER (NO DETERGENTS) FOR WASHING ACTIVITIES. 19. AT A MINIMUM, THE EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED. ADDITIONAL MEASURES MAY BE REQUIRED AND SHALL BE IMMEDIATELY INSTALLED UPON ANY ADDITIONAL SILTATION, EROSION, AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBUC ROADWAYS NOT MITIGATED OR UNFORESEEN BY THIS SET OF PLANS. 20. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH ALDOT SPECIFICATIONS SECTION 652 AND 656. 1/1111111199——— 1/20/2026 THE LIMITS OF CLEARING SHALL BE AT THE EDGE OF PROPOSED GRADING OR THE PROPERTY LINE, WHICHEVER IS LESS. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING. ALL TOP SOIL WITHIN LIMITS OF CONSTRUCTION (5’ BEYOND THE BUILDING FOOTPRINT AND 3’ BEYOND PAVEMENTS AND WITHIN THE LIMITS OF GRADING) SHALL BE STRIPPED AND STOCKPILED ON SITE IN AN APPROVED MANNER. TOPSOIL SHALL BE SPREAD 6" DEEP ON ALL NON HARDSCAPE AREAS TO BRING TO FINISHED GRADE. ANY EXCESS TOPSOIL SHALL BE DISPOSED OF OFF SITE IN AN APPROVED MANNER. IN CUT AREAS, SUBGRADE SHALL BE SCARIFIED A MINIMUM OF 1’ AND RECOMPACTED BEFORE PLACING FILL OR ANY OTHER IMPROVEMENTS. RECOMPACTION SHALL MEET THE SPECIFIED DENSITY AND MOISTURE CONTENT IN GRADING NOTE #6 AND #7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT HAS BEEN INITIALLY PREPPED DUE TO INCLEMENT WEATHER AND CONSTRUCTION TRAFFIC. ALL STRUCTURAL FILL MATERIAL SHALL EXHIBIT CL, SP, SP-SM, SM OR SC CLASSIFICATION ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM HAVE A MAXIMUM OF 10% SOIL FINES PASSING THE NO. 200 SIEVE HAVE A MAXIMUM LIQUID LIMIT (LL) OF 50 HAVE A PLASTICITY INDEX (PL) OF 25 HAVE A MINIMUM STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OF 110 PCF. MATERIAL SHALL BE PLACED IN 8” LOOSE LIFTS AND EACH LIFT COMPACTED TO 98 PERCENT STANDARD PROCTER DENSITY AS PER ASTM-D698, AT A FIELD MOISTURE WITHIN ±2 PERCENT OF OPTIMUM. ON SITE SOILS FREE OF ORGANICS AND DELETERIOUS MATERIALS AND SATISFYING THE SPECIFICATIONS PROVIDED ABOVE MAY BE STOCKPILED AND USED AS STRUCTURAL FILL. PIPE BEDDING SHALL BE "SELECT SAND.” THE MATERIAL SHALL CONTAIN LESS THAN 10% PASSING THE #200 SIEVE AND 90% OR LESS PASSING THE #40 SIEVE, BY WEIGHT. MATERIAL SHALL BE PLACED IN 8” LOOSE LIFTS AND EACH LIFT COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY AS PER ASTM-D698, AT A FIELD MOISTURE WITHIN ±3 PERCENT OF OPTIMUM. ON SITE SOILS FREE OF ORGANICS AND DELETERIOUS MATERIALS AND SATISFYING THE SPECIFICATIONS PROVIDED ABOVE MAY BE STOCKPILED AND USED AS STRUCTURAL FILL. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL FOUNDATIONS, PAVING, ETC.. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC, SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, OR MOISTURE CONDITIONED AND COMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT SPECIFIED. FINISHED GRADES ARE SHOWN ON THIS PLAN. CONTRACTOR SHALL MAKE THE APPROPRIATE HOLDDOWNS FOR SUBGRADE ELEVATIONS. IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' ZONED:B-2 G A / .0 .00 O (Q I'A10' BUILDING SETBACeDRAINAGE ilil7.5’ DRAINAGE &UTILITY EASEMENT 26 \ \(R) I » 1 I ZONED: B-2 I EASFD LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 & UTIL MENT ' |i l ll ll I O I I ZONED: B-2 I \tnII I I I — 0-XNN 4o o o a VI 0) O)38N2 I (4-I;ICZZANJIHIn t * yI _ . 1&2 ROCKWELL X V 245’2PLACE I15’O 41BOX 579 44OUX 0 o 7720’PI _ 83l l)433l VO33 24 s!hi SS SS SS SS —SS SS --------- SSQo I O 3 =I 48 6 ro/M LL |1 YJ 2—— NATNATAS O=REQ‘t +NM N 89°52‘36" W IT L C 5. I 15’ UTILITY & DRAINAGE EASEMENT Xe ( I I ■ I ! UNGC— — SS------------ I I d I 374.36'(M) 374.30'(R) REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) / / 1 1 i L REQ’D: "DO NOT ENTER” SIGNAGE ACCESS, UTILITY & DRAINAGE EASEMENT PER SLIDE 3020F CROSS HATCHED AREA NOT INCLUDED IN CONTRACT ( () REQ’D: HANDICAP SIGN, SYMBOL, AND STRIPING (SEE DETAIL) S 89°52'39" E . 373.99‘(M) 373.96‘(R) SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87' FL OUT: 105.81' N N. REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: CONCRETE PAVING (SEE DETAIL SHT.) REQ’D: DIRECTIONAL ARROW REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) REQ’D: PEVIOUS CONCRETE PAVING (SEE DETAIL SHT.) L REQ’D: -DUMPSTER ENCLC > (SEE ARCHITECTO 15’ UTILITY & DRAINAGE EASEMENT se REQ’D: CONCRETE SIDEWALK (SEE DETAIL SHT.) —4 ) /1 / xd. I I I I I I\ V \ \ I I V / • I I s 4 825 § z S 8 a == 2 ‘ &36 Rg V BAY NEETTE, AL 83 is! 3 =F % 1 / A LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 % J0%hbe- FFE:119.00’ O I 8 I•20’- . SLIDE 3020F FST ROCKWELL LLC - REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) 1. | r E / / 1PT1 $ 3 O o 8 1 I I G I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. I Y ' ■ ( I c SITE DATA: O O 7 (2 ARE COMPACT) 22’-2" G) UGP— UGI L7 SS SS r 6I 2,887 S.F. (0.07 AC.) (06.69%) 2,887 S.F. (0.07 AC.) (06.69%) 16,588 S.F. (0.38 AC.) (38.38%) 23,522 S.F. (0.54 AC.) (54.55%) 23,522 S.F. (0.54 AC.) (54.55%) COUNTY ZONED HDR: HIGH DENSITY RESIDENTIAL DISTRICT 8 9 / J 10. PERCENTAGE IMPERVIOUS AREA EXCLUDING BUILDING: 11. PERCENTAGE LANDSCAPING: 12. PERCENTAGE GREENSPACE: PROPOSED USE: ZONING: TOTAL AREA: BUILDING S.F.: PARKING SPACES REQUIRED: PARKING SPACES PROVIDED: BUILDING HEIGHT: TOTAL GROSS FLOOR AREA: PROPOSED BUILDING COVERAGE: OIL CHANGE BUSINESS B-2 GENERAL BUSINESS 0.99± AC. (43,029 S.F.) 2,887 S.F. 6 9 9 2 4 5 6 I. I / / $ LINE L1_ L2 L3 DISTANCE 19.84’ 25.06’ 14.81’ BEARING________ N 6051′32" W N OO°O8’14” E N 89°5O’15” W GO 0) I I I niuiiiiim i I I । / i i । । । । । । i । । । । । । । - ■ \ ■ \ i i i i । । । । I । । । i I I । । \ . । ■ । । । । । । i । । I । । । । । । । । । । I । । । । । । । । । । । । । । । । । । । । । । । ।11 11 । । i .1 f ill I Ii I I SS 11I I ■I T |UM 7 / REVISIONS FAIRHOPE JIFFY LUBE ABA/7go SITE PLAN <GSTERFOFAIRHOPE, AL ☆ 1§* OWNER: DATE: 1/20/2026 1"=20'JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C3.0 CCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF3 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 A B C LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 ___________ISSUED FOR REVIEW ADDRESSING CITY COMMENTS ADDRESSING OWNER COMMENTS 1/20/2026 2/4/2026 2/5/2026 1/1111111199——— 2/5/2026 LEGEND ]STANDARD DUTY ASPHALT PAVING CONCRETE PAVING [PERVIOUS CONCRETE EXISTING ASPHALT PAVING WG RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 90 2 2 22 0 s 1C G ) ga g e 82 3 5 "2 . 6 SH E L D R I V E PU B L I C R O W ) ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 11661 11663 1164 1170 11736 11720 1164 1167 1163 11631 1164 11676 1167 1167 1166 11664 11664 116641166 1152 11631 11666 11625 11637 11620 11600 1163 1161 11647 1163 11221122 1133711636 11647 11302 11247 1134111347 11663 1167 1160 1172 11764 11672 11703 11747 1174 117 107 1012 1050 11574 11544 114 1151 1147 11471 1142 11507 11554 11563 1151 11637 11656 11671 116 11735 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' O II I I 0)II I NG) o O I 1117.33-111 I ■117.85 0)I*1-118.25 IL-118.00I118.55-B ■117.65117.99-118.45-■118.13 ■118.25 ■117.39 1 16.84-7 /1 18.13 =x ======================= AIIIIIIIIII978118.84— 5 _ AL J = — _ .1/1188 118.63-118.46- .86 118.96 io 50) 11900 0.00:118.99 118.001-117.50 18.61-PLACE 5118.57- -118.76 >118.0 BOX 579■118.86 118.67-+< '18.96118.96 -117.05 115.85-118.69- Z -117.10H.118.30-118.05-118.62-I.118.96 -117.60, > 118.96 117.65-o -118.90 SS SS SS ---------- SS S SS SS --------- SS117.64 I2(-118.41 1116.90--118.96 116.63= 118.89 17.201'118.96 118.96 118.79- 118.77- 118.83-11118.96--117.00- —116.73-■119.49---rI O5-UNGC-— NAT GASN/AS O WNM N 89°52‘36" w 1N.20 0 ■118.96 1 18.90 ■ / ! UNGC— — SS------------ / I 1 V 0 S 89°52'39" E 373.99'(M) =373.96‘(R) LINE L1__ L2 L3 REQ’D: 38 LF. OF 18" RCP @ 0.50% SLOPE REQ’D: DOUBLE WING "S” INLET TOP EL.=117.34 INV. EL= 114.19 (SEE DETAIL SHT.) REQ’D: SINGLE WING "S’ INLET TOP EL= 118.35 INV. EL.= 115.19 (SEE DETAIL SHT.) REQ’D: 104 LF. OF 18” RCP @ 0.50% SLOPE REQ’D: 96 LF. OF 18” RCP @ 0.50% SLOPE $ ylulbe :119.00‘ REQ’D: SINGLE WING ”S” INLET TOP EL=117.91 INV. EL=114.67 (SEE DETAIL SHT.) DISTANCE 19.84’ 25.06’ 14.81’+ || \l 4 REQ’D: 8” HDPE HEADER PIPE @ 0.5% MIN. J 45 117.01— 111 117.03—' \ 117.05- REQ’D: 3:1 SLOPED PAVED HEADWALL INV. EL=114.00 BEARING________N 6051′32” W N 00°08’14” E N 89°5O’15” W | I I I I I I I I I + * \ V \ - \ 00/ F / +1 I BAY NEETTE, AL V P 8 % ■ 118.13V118.12 A IN I + 1 yNGe 118.16— LOT2X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 E -118.03 117.53 IIII 11 17.55, 115.90- 1 IIIHITJHTHE — x 182ROCK118.50-’ 118,06 Y. \ V.*1 . SLIDE 3020F FST ROCKWELL LLC O I 8 I II II II II\ 0)|4— L REQ’D: B 374.36'(M) 374.30'(R) REQ’D: CONNECT 4” HEADER PIPE TO 4” PERFORATED PVC PIPE (SEE PERVIOUS PAVER DETAIL) REQ’D: ROOF DRAINS (SEE MEP PLANS)4” HDPE HEADER PIPE @ 0.5% MIN. — / / I I I- Y ■ ■ ( I o o I I J 9 I . I. I / / — co 0) I I I I I I I 111 I ■I T |I I I I * I + I I I I I I I I I I I ' ' \' \ I I I I I I I I I I I I I I I I I +I 1 . I ■ I I I I I I I I I I I I I I I I I I I I I I I I I I | I I I I I I I + I I I I I I I I I r I I I I I I 11 11 I I I .1 1 I I I I / I I I I I I I I I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES.1. . |G) + UGPUGI4+ r' -ss SS G rQ2 XXX |2 I 6 9 $ 7 / REVISIONS FAIRHOPE JIFFY LUBE ABA/7GRADING & DRAINAGE PLAN <GSTERFOFAIRHOPE, AL §* OWNER: DATE: 1/20/2026 1”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C4.0 BCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF4 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 A B LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 ISSUED FOR REVIEW ADDRESSING CITY COMMENTS 1/20/2026 2/4/2026 1/1111111199——— 2/4/2026 LEGEND STANDARD DUTY ASPHALT PAVING CONCRETE PAVING [PERVIOUS CONCRETE 5 EXISTING ASPHALT PAVING E E □ 3 11 4 . 9 9 ‘ ( ) 11 5 . 0 0 ( R ) ^5 0 . 8 L o O O BU S H E L D R I V E (5 0 ’ P U B L I C R O W ) U UG P J X A // 44 s 11 ‘I ‘ \ 9 C O 9 2 N Zm 3 \ \ mo b nm ) z8 O 3. 5 ♦ G G N 0 0 ' 1 5 ’ 4 7 " E 13 1 . 1 5 ’ ( M ) 13 1 . 1 6 ’ ( R ) \ \ \ RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) * . % % 1— O sa g e 88 5 5 99 2 2 22 8 5 A o- Xo . ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' REQ’D: 48”x48” ELECTRICAL TRANSFORMER PAD (COORDINATE WITH ELECTRICAL PLANS & LOCAL PROVIDER) REQ’D: 48"x48” ELECTRICAL TRANSFORMER PAD (COORDINATE WITH MEP) nI L ( G A / .0 .00 O (Q I'A 10' BUILDING SeTBAC e AM"DRAINAGE ilil7.5’ DRAINAGE &UTILITY EASEMENT 26o \ \ 374.36 (M) 374.30‘ (R) O) 0) SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87’ FL OUT: 105.81’ REQ’D: 4” PVC GRAVITY SEWER LATERAL @ MIN. 1.0% SLOPE I I I — / / EASFD / & UTIIMENT ' |i l ll II! I BI -I I I L I 15 BUILDING SETBACK DRAINAGE, UTILITY & PEDESTRIAN EASEMENT PER SLIDE 3020F REQ’D: 2” WATER SERVICE, METER AND BOX TO BE INSTALLED PER FAIRHOPE PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS REQ’D: NATURAL GAS SERVICE (COORDINATE W/ FAIRHOPE PUBLIC UTILITIES) I0O I I —E 1 0) *1 1.I 4 z1111111111111 1&2 ROCKWELL PLACEI 4 BOX 579 $++E ■I .1 B \ L ■ ,!1 tSS - —— SS SS SS SS —SS SS SS\I y1 1II)L1 r O-UNGC7---— NAT GASN/AS O O)WWM N 89°52‘36" I I UNGC— — SS------------ 373.99°(M) -373.96‘(R) I Ew___ / i i L. BAY NEETTE, AL % O I 8 3"I 1 I — . I j&hbe’ FFE:119.00‘ •=====l) / / A.JMIIRIIIHITICy “144 g I J . 1&2 ROCKWELL - . SLIDE 3020F FST ROCKWELL LLC I I II II I 0)II I.I \ I I, II ■ I // I FAIRHOPE PUBLIC UTILITIES NOT RESPONSIBLE TO REPAIR ASPHALT, CONCRETE DRIVEWAYS, OR OTHER HARDSCAPING OVER THE SEWER LATERAL AND CLEANOUT MONUMENT THAT IS WITHIN THE UTILITY EASMENT/ROW. LINE L1_ L2 L3 REQ’D: OIL/WATER SEPARATOR (SEE MECHANICAL DWG’S) DISTANCE 19.84’ 25.06’ 14.81’ REQ’D: PVC SEWER CLEANOUT (TYP.) (SEE DETAIL SHT.) I BEARING_____ N 60'51’32” W N 00'08’14” E N 89'50’15” W I • I I REQ’D: SEE MEP PLANS FOR CONTINUATION I V \ \ \ \V X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 1PT1 3 O o 8 1 MARK CURB FOR SEWER LOCATION WITH THE LETTER "S" (SEWER) SHALL BE ENGRAVED OR IMPRINTED ON THE VERTICAL FACE OF THE CURB AND GUTTER, OR ON THE HIGH POINT OF A ROLLED CURB, ALIGNED WITH THE RESPECTIVE SERVICE CLEANOUT AT THE PROPERTY LINE/ROW. CO 0) I I IVERIFY SEWER LATERAL CONDITION, THE PLUMBER MUST ENSURE THAT THE CITY’S SEWER LATERAL CONNECTION AT THE PROPERTY LINE/ROW IS INTACT, UNOBSTRUCTED, AND PROPERLY SLOPED ALL THE WAY TO THE SEWER MAIN LINE PRIOR TO CONNECTING TO THE NEW BUILDING SEWER SYSTEM. min M I I I ■I O o 882 rO°812 O 51 1X1 T (4 I 1 / / U $ I NOTES: 2. I 3. ) 5. 6. ■ (8. 9. I 10 O o UGPUCIL7 SS r 61 / J SEE SHEET C2.0 FOR GENERAL NOTES. CLEANOUTS ON THE SEWER LINE SHALL BE INSTALLED AT THE CONNECTION TO THE BUILDING 5' OUTSIDE THE FACE OF THE BUILDING. ALL 6” PIPES SHALL HAVE CLEANOUTS INSTALLED AT 100’ INTERVALS. COORDINATE OIL/WATER SEPARATOR SIZE WITH MEP DRAWINGS. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE (FOG)-INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS-SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE UNE. THIS UNE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG-PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING’ S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THE GREASE INTERCEPTOR. THE GREASE INTERCEPTOR SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC) SECTION 1003.3.5, ASME A112.14.3, AND APPLICABLE LOCAL REGULATIONS INCLUDING FAIRHOPE BUILDING STANDARDS. THE INTERCEPTOR TYPE (HYDROMECHANICAL OR GRAVITY), LOCATION, CAPACITY, INVERT ELEVATIONS, PIPE SIZE AND SLOPE, FLOW DIRECTION, CLEANOUTS, AND MANHOLES, AND ACCESS SHALL BE CLEARLY INDICATED ON THE PLUMBING PLANS. ALL GREASE WASTE PIPING SHALL BE LABELED AND SIZED APPROPRIATELY, WITH CLEANOUTS PROVIDED PER CODE. MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILITY OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. BUILDING WILL NOT REQUIRE A SPRINKLER SYSTEM. 6 9 REQ’D: 4” GRAVITY SEWER LATERAL TO BE INSTALLED PER FAIRHOPE PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS 8 I. I / / $SS REVISIONS FAIRHOPE JIFFY LUBE ABA/7x UTILITY PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C5.0 BCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF5 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 A B LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _________ ISSUED FOR REVIEW ADDRESSING OWNER COMMENTS 1/20/2026 2/5/2026 1/1111111199——— 2/5/2026 LEGEND [STANDARD DUTY ASPHALT PAVING tg CONCRETE PAVING PERVIOUS CONCRETE 5888 EXISTING ASPHALT PAVING mo b 9OT L5 RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 9. 0 ‘3 % 2 9 00 - o O 2— S _ BQ S o 5 l 00 3 ( ) u. O . C i 6- - - - - - - -- - - - - i $ 6- - - - - - - 8 28 11 8 I’ g Q o§ 1 se e 20 2 . 82 s 82 5 . IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' EROSION CONTROL LEGEND 0)\ L G A / .0 .00 O (QA10' BUILDING SETBAC eDRAINAGE 7.5’ DRAINAGE &UTILITY EASEMENT 26 \ \(R) 374.36°(M) 374.30‘(R) I SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87’ FL OUT: 105.81’ » 1 I ZONED: B-2 I — // REO’D: CONCRETE WASHOUT (SEE DETAIL SHT.) / EASFD LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 & UTIL MENT ' O o ID((o)(O ISB(wIP)V >1WIP CO *1 4 WIP PLACE 5 BOX 579 BAY8 22 $++rO9 Til ill812 Z )\o —I (CEP)SS - —— SS .SS S SS--------- SSDI2I AJ0%febe-I GCFFE: 119.00’L1 |1==---------OLIKLP A___________ __________ __________ I LMLAA—ONO C-----------------------U I U Cn— NAT GASAS SB O —N8952 • 30W- III i l I UNGC— SS---------- T I I \ l l V'll _ _______/ SX O 8 I | I I L-C Ale IIIIIIIIIIIII / - - —373.9(M)— - — 373.96‘(R) % III AAJIUIIHIng g I . 1&2 ROCKWELL — — a—SS-0 n DAET O I z 1°"I I I — . I SB) 1 11 hl I | I % NESETTE, AL SS — . SLIDE 3020F FST ROCKWELL LLC 58 M wl l |0)711 I 1.I \ I / // I• I I I V\ \ \ \ h V (WIP) LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 1 G7ft N8ilil ! < I । il ll I I I ) EROSION CONTROL NOTES: 1. 2. ’ ( 3. I 5. O 6. O 8. 9. 10. O I 12. 13. 14. 15. UGPUGI 16.L 17.7 18. S$SS 19. r 20.Q2 21. AREAS, LATEST EDITION. 6I / J 9 6 SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS. EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSH BERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES, CHECK DAMS, FILTER BERMS, JUTE MATTING, VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH, AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD. AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND DRESSED. DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TO ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBUC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED AT THE END OF EACH WORKDAY. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY ONE TIME. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 10 DAYS SHALL BE SEEDED AND MULCHED. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED. RIP RAP SHALL BE PLACED AT EACH HEADWALL IMMEDIATELY FOLLOWING CONSTRUCTION OF EACH HEADWALL. GEOTEXTILE SHALL BE PLACED ON ALL 2:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN S150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & T UP EACH SIDE. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC250 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GOOD HOUSEKEEPING PRACTICES AND PREVENTATIVE MAINTENANCE SHALL BE PERFORMED ON SITE DAILY TO PREVENT POLLUTION SOURCES FROM CONTACTING STORMWATER AND GROUND WATER. THIS INCLUDES, BUT IS NOT LIMITED TO: EQUIPMENT INSPECTION FOR LEAKS OF HAZARDOUS MATERIALS, PICKUP AND PROPER DISPOSAL OF WASTE MATERIALS TO APPROVED DISPOSAL SITES, STORING CONTAINERS AND BAGS AWAY FROM TRAFFIC ROUTES, PUBLICIZING POLLUTION PREVENTION CONCEPTS THROUGH POSTERS, WASHING EQUIPMENT AND VEHICLES AT APPROVED WASHING LOCATIONS, AND USING ONLY WATER (NO DETERGENTS) FOR WASHING ACTIVITIES. AT A MINIMUM, THE EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED. ADDITIONAL MEASURES MAY BE REQUIRED AND SHALL BE IMMEDIATELY INSTALLED UPON ANY ADDITIONAL SILTATION, EROSION, AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS NOT MITIGATED OR UNFORESEEN BY THIS SET OF PLANS. THE CONTRACTOR SHALL SIZE, INSTALL, AND MAINTAIN ADEQUATE CONTROLS FOR THE SITE. REFER TO THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN I. I / / $ I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. GO 0) I I LINE L1_ L2 L3 DISTANCE 19.84’ 25.06’ 14.81’ BEARING_____ N 60'51’32’’ W N 00'08’14” E N 89'50’15” W 1 I II. I 1 I । I । ! I I I I I I I I I I I I I ’ I I I I I I I I I I I I I I | I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I | I ■ I I I I I I I I I I I I I \ ' I \ I I I I I I I I I I I. | 1 II I I I I — @ SILT FENCING CONSTRUCTION EXIT PAD CONCRETE WASHOUT WATTLE INLET PROTECTION OR SILT SAVER (OR APPROVED EQUAL) 111 I ■I t |I I I I 7/ SS REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW EROSION CONTROL PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C6.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF6 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE 5 EXISTING ASPHALT PAVING L E □ 3 I U w w G G RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 99 2 2 22 8 5 00 FE u I O 6E 9 8 05 4 . dO f UC P d o f l BU S H E L D R I V E (5 0 P U B L I C R O W ) ST A T E H I G H W A Y . 1 8 1 < ( P U B L I C R O W XA R I E S ) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' I I I III I II II I |I I I 0)II I 1.I I \ 11 II ——No o a —I11 I 0) *1 1.I ------HHHHHH--+H+H 1,$ 511TBOX 579 .44 V H+H+ . I I.I)\/I SS - —— SS SS---------- SS SS SS SS SS--------- SSisI— " [A ---jsylubber I GCFFE: 119.00’L1 |1==---------O_______ I LMLAA------- UNDC-UNSC-------— NAT GASN/AS O WWM N 89°52‘36" W tnAgiyga“G““ I I UNGC— — SS------------ ■ / // I I I L tn 0) S 89°52'39" E 373.99'(M) =373.96‘(R) LINE L1_ L2 L3 0 DISTANCE 19.84’ 25.06’ 14.81’ I\ 1 I I I I BEARING_____ N 60'51’32’’ W N 00'08’14” E N 89'50’15” W I I V I • I I _ _______/ V V V \ \ IWM) V O 8 BAY NEETTE, AL 4. * "I 1 I — . I O I 8 2 1&2 ROCKWELL , PLACE X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 % 1 . SLIDE 3020F FST ROCKWELL LLC 111 I ■I T (Ul—I n374.36'(M) 374.30'(R) O) 0) 1 | .1I. I1 I1 I I I I I I / I I I I I I I I I I I I I I I ’ I I I I I I I I I I \ . I . I I I I I I I I I I I I I | I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I | I I I I I I I \' I \ I I I I I I I I I I I. I 1 II I LPT1 N8ilil I < 4 i il in i SS / U $ I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES.1. I ) Q ■ ( I 0 O o / J 9 I I. | / / 7 I REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7A ISSUED FOR REVIEW PEDESTRIAN CIRCULATION PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C7.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF7 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND [ ]STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE 588882EXISTING ASPHALT PAVING PEDESTRIAN ROUTE ADA ROUTE tt Xs G G G G G 60 0 5 0 0 XW , 6 6 v I l 3 ( S 0 . 8 1 . 0 0 N // / s 11 7 89 2 Zm 3 mo b nm ) z8 O 3. 5 W W G G Yo . o. \ \ \ RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) % 1— O sa g e 88 5 5 3 X 99 2 2 22 8 5 A I UG P I \U / uG d G n UG P •U G P —U G P M --- - - - - W W UG UG P — do n /A ] GO CO I ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' I I - 0) 0) "I■I l I TI I I I I I I I II I II II I.I \II\ ■ LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 ( G) UGPAm I ss----- 4 G. *4I / J 8 "O' 8 LINE L1 L2 L3 BEARING________ N 60°51‘32" W N 00°08‘14" E N 8950’15” W DISTANCE 19.84’ 25.06’ 14.81’ NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW AERIAL OVERLAY <GSTERFOFAIRHOPE, AL ☆ 1§* OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C8.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF8 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND [ ]STANDARD DUTY ASPHALT PAVING EES CONCRETE PAVING EXISTING ASPHALT PAVING Sn BU S H E L D R I V E 1o x 0 n n 0 0 0 0 0 n 0 = 2 = = x = = = = = = = = = = = W = y s n a i .O S ) r C dO dO R e .t f 6 1 J — S 0 0 ° 0 7 ' 0 5 " W £ (W N ) . 0 0 S L L \ % % t s: ss I N — A 7, Xx / — —) \ J J ' l II / \ X |7 I \ / \ * . K \ / I U /‘ 2 6% \ I 7/ I N \ \ \ \ I I o I I 0“ io tw. w \ ( s ° □ I l I N wW J 22 2 9 9 II I 0 1/ I vr r t © I s8 8 y 82 3 5 “2 . 6 = • I X t is i20 0 ) 3 &W □ d II — 4G T — W M W / V 1 -I ’ I w\ Y s RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) / 7 (D ■ A Il / / 02 8 1 \ \ c IT T 0 hIIII II I 8II I 1W II I } V ) I' !t 8 -- - - - - - - - - - UG P -- - - - - - - - - - E ee e a UG P UG P W W /1 X T (W ) O 0 S I L 11 4 . 9 9 ( M ) V Xs G G G — G - G G G t ( 1 1 W „ w o e Pe a i wa s i We e . 00 0 . 0 0 0 0 ee l e l e . Pe e l e l e l e . we r e l e “r e r e r e t e r e " e r e r e r e r e ” oe VA R I E S ) (P U B L K R O W ST A T E H I G H W A Y 1 8 1 E2 2 we x — N 0 0 ' 1 5 ’ 4 7 " E 13 1 . 1 5 ’ ( M ) 13 1 . 1 6 ’ ( R ) ISSUED FOR REVIEW SEALER (DETAIL N GREASED SLIP COVER JOINT A) / 24 LONG 3/4 0 SMOOTHMOOTH - C.T.C. \ KACo BAR @ 22” #3 9 15” O.C.E.W. 1/4/ SILICONE JOINT SEALER } SANDBLAST TOP 1 OF JOINT BEFORE SEALING JOINT SEALER DETAIL B SAW CUT JOINT 3/4” JOINT SEALER DETAIL A AT PQUR BREAKS AND ADJACENT TO EXISTING CONCRETE FRONT VIEW FENCE - TYPE A SBN.T.S. EXPANSION JOINTDOWELED AT POUR BREAKS JOINT SEALER (DETAIL B) 1/4” RADIUS 5 02 CUT ALTERNATE BARS AT JOINT CONTROL JOINT - TYP, CONCRETE PAVING DETAIL N.T.S. 1/4” WIDE X 1.5” DEEP GROOVE (SEE NOTE #4) 3/4’ PREFORMED JOINT SEALER NOTES: 1. CONTRACTOR SHALL INSTALL 4” OF CRUSHED AGGREGATE BASE COURSE, TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING 2. CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS 3. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN. 4. CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY. 5. EXPANSION JOINTS AT POUR BREAKS AND 100’ MAX SPACING. COORDINATE WITH CONTROL JOINTS. SILTCO T |FLOW SPECIAL NOTE: SIDE VIEW ( — MAX 10’ O.C. —CO T FABRIC WOVEN WIRE • (FENCE BACKING GRADE $9 2 S 98,5 1. USE 36” D.O.T. APPROVED FABRIC. 2. USE STEEL POSTS - ONLY. 232 LT 1. 2. 3. 4. CONSTRUCTION EXIT PADCEPN.T.S. A STABILIZED PAD OF CRUSHED STONE SPREAD OVER FILTER FABRIC SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. THE STONE SHALL BE ALDOT GRADATION NO. 1 STONE, FILTER FABRIC SHALL BE NONWOVEN GEOTEXTILE CLASS IV OR EQUAL. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY BY STREET CLEANING (NOT FLUSHING). WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. IF THE PAD SLOPE TOWARDS THE ROAD EXCEEDS 2%, A DIVERSION RIDGE 6” - 8” HIGH WITH 3:1 SIDE SLOPES MUST BE CONSTRUCTED ACROSS THE FOUNDATION APPROXIMATELY 15’ AWAY FROM THE ROAD AND DRAIN INTO A SEDIMENT TRAP OR BASIN. 50' TYPICAL 12” MIN. ’O' TYPICAL ISOMETRIC VIEW EXISTING GRADE 50' MINIMUM 1 ELEVATION SPECIAL NOTES : HARD SURFACE/ PUBLIC ROAD CLASS IV GEOTEXTILE (SEE NOTES) HARD SURFACE/ PUBLIC RO/ AGGREGATE SHALL BE ALDOT COARSE GRADATION NO.1 CLASS IV GEOTEXTILE (SEE NOTES) WOODEN STAKE DETAIL A OWATTLE WATTLE po CURB INLET PROTECTIONa WOODEN STAKErPLAN VIEW WATTLE STORM SEWER INLETqot n WATTLE FLOW GRADE V 2 DETAIL BDROP INLET PROTECTION DETAIL A O WIP WOODEN STAKE (SEE DETAIL B) FLOW DO NOT PENETRATE CORE MATERIAL WITH WOODEN STAKE — GRADE PLACE ANCHOR THROUGH NETTING PLACE ANCHOR THROUGH NETTING DO NOT PENETRATE CORE MATERIAL WITH WOODEN STAKE WOODEN STAKE WATTLE NOTE: WATTLES MAY BE A STRAW WATTLE, A 57 STONE WATTLE, A CURLEX SEDIMENT LOG, OR APPROVED EQUAL. e (XN m STORM SEWER INLET STORM SEWER INLET o X 6109080 WATTLE INLET PROTECTION N.T.S. CONSTRUCTION SPECIFICATIONS 2 IN 10 FT TYP.% IN DIA. IN ----STAPLE DETAIL BINDING WIRE B STAPLESP SIArLtS / (2 PER BALE)E f/TYP. STRAW BALE (TYP.) PLAN SECTION B-B CONCRETE WASHOUT STRUCTURE DETAIL N.T.S. .IMPERMEABLE SHEETING — STAKE (TYP.) IMPERMEABLE SHEETING STRAW BALE (TYP.) WOOD OR METAL STAKES (2 PER BALE) 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.et X% IN DIA. —L STEEL WIRE — I 4 REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW CIVIL DETAILS <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C9.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF9 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 NOTE: 1. 2. -TEE WYE oCCma 3. CAPBEND 4. 5.PLAN VIEW N.T.S. 4" TYP./ MIN. 4" THICK GRAVEL BASE SDR 26 RISER TRENCH 45° MINIMUM 6. 1 UBU 1 SDR 26 CAP 7. D -TEE WYE ELEVATION VIEW N.T.S. STANDARD SANITARY SEWER DETAILSCITY OF /FAIRHOPE TYPICAL SANITARY SEWER LATERAL CONNECTION FINISHED GRADE SDR 26 SEWER CLEANOUT W/ 2" RECESSED NUT CAP 6" MIN* R/W, PROPERTY, OR EASEMENT LINE CITY OF FAIRHOPE PUBLIC UTILIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 18" MIN* SANITARY SEWER MAIN SDR 26 BEND (MAX. 45°) CAST IRON MONUMENT BOX EJIW 1566 W/"S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER SANITARY SEWER LATERLS SHALL BE 4" SDR 26 UNLESS DIRECTED OTHERWISE BY THE OWNER, NON-SEIZE GREASE SUITABLE FOR USE WITH PVC FITTINGS SHALL BE APPLIED TO THE THREADS OF THE CLAENOUT CAP. NO HORIZONTAL BENDS SHALL BE ALLOWED BETWEEN THE MAIN AND THE CLEANOUT UNLESS APPROVED IN WRITING BY THE CITY OF FAIRHOPE. WHERE HORIZONTAL BENDS ARE ALLOWED, AN ADDITIONAL CLEANOUT SHALL BE INSTALLED AT EACH BEND. SDR 26 SEWER LATERAL DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOR THE BRANCH CONNECTIONS AND GASKETED PUSH-ON JOINTS FOR THE RUN CONNECTIONS. PVC LATERALS SHALL BE MARKED WITH 14-GAUGE COATED COPPER WIRE BURIED 3 TO 6 INCHES ABOVE THE TOP OF THE PIPE IN ACCORDANCE WITH SECTION 400.07 OF FAIRHOPE UTILITIES' STANDARD SPECIFICATIONS. THE END OF THE LOCATION WIRE SHALL STUB-UP AT THE CLEANOUT INTO THE MONUMENT BOX. CAST IRON MONUMENT BOX EJIW 1566 W/ "S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE DOUBLE-SWEEP TEE (BRANCH CONNECTION SHALL BE SOLVENT WELD JOIN AND RUN CONNECTIONS SHALL BE GASKETED PUSH-ON JOINTS TO PROHIBIT ROTATION OF THE RISER SECTION. WHERE THE SANITARY SEWER MAIN IS PVC C900, THE TEE-WYE SHALL BE GASKETED C-900. SANITARY SEWER LATERAL CLEANOUTS SHALL BE INSTALLED AS NEAR TO THE R/W, PROPERTY, OR EASEMENT LINE AS POSSIBLE. IF A CLEANOUT IS TO BE INSTALLED WHERE SIDEWALK IS EITHER EXISTING OR PROPOSED, IT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE R/W LINE WHERE PRACTICAL. IF THE SIDEWALK IS INSTALLED AT THE R/W LINE, THE CLEANOUT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE EDGE OF PAVEMENT IMMEDIATELY ADJACENT TO THE SIDEWAY. THE CLEAOUT SHALL NOT BE PLACED IN THE SIDEWALK OR A PAVED DRIVEWAY UNLESS APPROVED IN WRITING BY THE FAIRHOPE UTILITIES AND THE CITY OF FAIRHOPE. DATE ISSUED 11/25/20 SHEET NO. S-6 — STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER STACK SHALL REST ON UNDISTURBED SOIL CL E A R kb 1 1 / 2 (S E E N O T E 1/ 4 ” M I N . - t SE A L A N T - TH I C K N E S S - N 22389 2 kJ 5K3/ 8 ” M I N . SE A L A N T TH I C K N E S S 8- 4 51 SX % 31 6" D3 A k ** X * W X ISSUED FOR REVIEW € PARKING STALL 9* 12” 20’ C% 6” ..JiBLUE 2 € PARKING STALL (SEE HANDICAP SYMBOL AND STRIPING NOTE: REFER TO SITE PLAN FOR HANDICAP SIGN LOCATION. 4" WIDE BLUE STRIPING 3/4” PREFORMED JOINT SEALER 1” OVAL BACKER ROD JOINT SEALER DETAIL A AT POUR BREAKS AND ADJACENT TO EXISTING CONCRETE 1/4”332+9 SILICONE JOINT SEALER V SANDBLAST TOP 1” OF JOINT BEFORE SEALING 0)Z — 0 JOINT SEALER DETAIL B SAW CUT JOINT FACE OF GUTTER 11=111=111=111=1111III—II—III—III—IIIFteii=iii=m=lCOIISUBGRADEI—III=111=111=111=111=1HIII-III-II-III—m III-III—IV—JI,-!, • ♦NOTE: REFER TO PERVIOUS CONCRETE PAVING SPECIFICATION FOR DETAILS. TOP 12 INCHES - 98% COMPACTION (ASTM D-698) 6 OZ. NONWOVEN GEOTEXTILE FABRIC 4" PERFORATED PVC PIPE. INSTALL ON DOWNHILL SIDE OF ROAD PARALLEL TO CENTER LINE AND CONNECT TO STORM SYSTEM. SMB TYPICAL PIPE BEDDING AND N.T.S. 51 darailug 100/2V —— CUT ACUT ALTERNATE BARS AT JOINT CONTROL JOINT - TYP. JOTES: ) CONTRACTOR SHALL INSTALL 4” OF CRUSHED AGGREGATE BASE COURSE, < TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING . CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS 1 CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX ) SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN ) CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY. L EXPANSION JOINTS AT POUR BREAKS AND 100' MAX SPACING. COORDINATE WITH ) CONTROL JOINTS. JOINT SEALER (DETAIL B) 1/4” RADIUS1/4” WIDE X 1.5” DEEP GROOVE (SEE NOTE #4) 24” LONG 3/4” 0 SMOOTHoOIn —\APERVIOUS CONCRETE PAVING o •BAR @ 22” C.u #3 @ 15” O.C.E.W. 3/4” PREFORMED JOINT SEALER JOINT SEALER (DETAIL A) GREASED SLIP COVER EXPANSION JOINT - DOWELED AT POUR BREAKS INITIAL BACKFILL DETAIL N.T.S. SELECT GRANULAR MA (SEE SPECIFICATIONS) .Y PLACED Ah ED SELECTED IN 6” LIHS FOR VAN ACCESSIBLE SPACES FINISHED GRADE 3,000 PSI CONCRETE HANDICAP SIGN N.T.S. 6” DIA STEEL PIPE BOLLARD, W/ BOLLARD COVER BL-1 BY IDEAL SLEEVE (YELLOW OR GRAY), IF SIGN IS IN LANDSCAPE AREA, SIGN POST WILL BE DRIVEN INTO GROUND 36” MIN. VAN ACCESSIBLE NOTES: 1. HANDICAP PARKING SIGN SHALL CONFORM TO ALL GOVERNING REGULATIONS. 2. HANDICAP SIGN SHALL BE 12” x 18”x 0.08”, FASTENED WITH TWO EACH 3/8” CADIUM BOLTS, NUTS AND WASHERS. 3. POST SHALL BE 1.75” x 3-1/2” HEAVY DUTY GALVANIZED. ifL.—J1 TAPE OR STRAPPING PIPE JOINT PIPE JOINT WRAP N.T.S. CONCRETE PAVING DETAIL N.T.S. 1-WIDTH VARIES- J 2’ WHITE TRAFFIC STRIPE PEDESTRIAN CROSSWALK N.T.S. CROSSWALK STRIPING TO COVER FULL WIDTH OF PAVEMENT AND TO TIE TO CURB AND GUTTER, OR OTHER CROSSWALK NOTES: 1. CROSSWALK LINES SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THE LINES SHALL NOT BE LESS THAN 2 FEET IN WIDTH. 2. CROSSWALK LINES SHOULD EXTEND THE FULL WIDTH OF PAVEMENT FROM CURB TO CURB OR TO THE EDGE OF THE INTERSECTING CROSSWALK. 3. FOR ADDED VISIBILITY, THE CROSSWALK AREA MAY BE MARKED WITH WHITE DIAGONAL LINES AT 45 DEGREE ANGLE TO THE LINE OF THE CROSSWALK. PAVEMENT MARKING MAY BE TRAFFIC STRIPING OR THERMOPLASTIC IIIIIIIIII (TYPICAL) / / 2‘ WHITF TRAFFIC STRIPF — / g1 6 •— 1’-6” to.6”T -— 1’-6” (o TR j 2 —I - PAVING SLOPEoDO. 2 2’-0”L 24” CURB & GUTTER N.T.S. NOTES: 1. SLOPE GUTTER AS SHOWN ACCORDING TO PAVING SLOPE. 2. 3/4” EXPANSION JOINT REQUIRED AT P.O.’S AND P.T.’S OF ALL CURVES, AT STRUCTURES (CURB INLETS, WHEELCHAIR RAMPS, ETC.) AND EVERY 100' MAX. WITH FILLER MATERIAL. 3. 3/16” SAWED JOINTS REQUIRED ON 20’ INTERVALS. 4. 3,000 PSI CONCRETE UNLESS STATED OTHERWISE. PAVING SLOPE: 8” DIA. ( RESERVED PARKING 4" THINK CONCRETE IFINISHED GRADE =R1/8"L CONTRACTION JOINT 11/8” 3,000 PSI JOINT SEALER EXPANSION JOINT TYPICAL SIDEWALK DETAIL N.T.S. PRE-MOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 - 1/8” 11 6X6 W1.4XW1.4 WELDED WIRE REINFORCEMENT NOTE: ------- 1. CONTRACTOR SHALL PLACE A CONTRACTION JOINT EVERY 5 TO 10 FEET. 2. CONTRACTOR SHALL PLACE AN EXPANSION JOINT EVERY 15 FEET. 3. MAXIMUM CROSS SLOPE SHALL NOT EXCEED 2.0% (UNLESS OTHERWISE NOTED) 4’-0” to 8’—0” SECTION VIEW 1’-6” OVERLAP DRAIN PIPE NON-WOVEN FILTER FABRIC NOTE: JOINTS ON ALL STORM DRAIN PIPES SHALL BE WRAPPED WITH A NON-WOVEN FILTER FABRIC AS SHOWN IN THIS DETAIL. 18” O)CONCRETE 2 O 4" - 30’ D.I. BEND =0)Z 4” X D” D.I. WYE ENCASE WYE IN CONCRETE CLEANOUT N.T.S. JOSAM #58490 CLEANOUT C.I. FERRULE AND BRASS PLUG IF LINE ENDS AT THIS POINT, A PLUG SHALL BE INSTALLED IN THE BELL. ( Q S L 2 th T — ENCASE V 0 PERVIOUS CONCRETE* -UNWASHED. #78 STONE -_/ SE SECTION VIEW0.9” DIA. 2.35” - N T PLAN VIEW DOME PAVER DETAIL N.T.S. NOTES: 1. SEE PLAN FOR LOCATION AND EXTENTS OF PAVERS. OOO — O OO O O-f © 2.35242.35* — 8O 22227(3 © © STANDARD DUTY ASPHALT PAVING N.T.S. REQUIRED 2 INCH BITUMINOUS WEARING SURFACE (220 Ib/sy 3/4” MAX. AGG MIX) (ALDOT 424A) 6" CRUSHED AGGREGATE BASE (100% STANDARD DENSITY) (ALDOT 825) 24” A-2-4 STRUCTURAL FILL (COMPACTED TO 100% STANDARD DENSITY) CONCRETE SIDEWALK - WIDTH PERPLAN' R1' MIN. • • 82189 R1’ MIN. at - ■ CURB RETURN HANDICAP RAMP N.T.S. NEW CURB AND GUTTER TO BE SAME SIZE AS EXISTING. TIE TO EXISTING ENSURING SMOOTH TRANSITION AND NO PONDING OF STORMWATER FACE OF CURB RAMP EDGE TO BE FLUSH WITH GUTTER LINE SIDEWALK FLUSH WITH TOP OF CURB. INSTALL 1/2” EXPANSION JOINT c REVISIONS FAIRHOPE JIFFY LUBE ABA/7x CIVIL DETAILS <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C10.0 CCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF10 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 A B C LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _________ ISSUED FOR REVIEW ADDRESSING CITY COMMENTS ADDRESSING OWNER COMMENTS 1/20/2026 2/4/2026 2/5/2026 1/1111111199——— 2/5/2026 5’ MIN. 4’ T O E D G E OF P A V E M E N T 1 1 / 2 (S E E N O T E 4 ) | 4 T H I C K - 6 T O 1 5 P I P E 6” T H I C K - 1 8 ” A N D L A R G E R P I P E I 22 R 5 — O ) VA R I E S © ■I l I N I J .L 3q © O 1 2 — i 3/ 8 ” M I N . SE A L A N T TH I C K N E S S 2 1 T Y P I C A L ISSUED FOR REVIEW X" GROOVES XTHESE LIMITSI oO5m+-B)X 2@ vyvs@ MANHOLE A &eA"x"< «r-0"R6"me m2‘ ====2201 8'-0"S "A""B" -BEVELED RING ^#5 BARS @ 4”5 O.C. (MARK-D-D)#5 BARS @ 4" O.C. (MARK-C)1Zk (BENT): EQ’D.)MARK-E-C)LU.2 -1-#5 BAR BENT (MARK-E) -#5 PLAN OF RING PLAN OF COVER3‘-6"-6"O.C. (N -ARS @ 4" (MARK-D)He 1 \ —=O.C.-D)APPROXIMATE WEIGHT OF CASTING4'-6"5"2 - #5 BARS STRAIGHT ... 2WHEN REQ'D.SECTION "DD”The3%":-TB)]\EOUe—+T27"27"-I-3" 3" 3" 3" 3""C" St IROUNDED,12-#6 6"3-00/ —r—2-#6 BARS (MARK-A)0 6”/37 2 2-0" MIN:S'xf "B‘• #5 BARS @4" O.C. (MARK - B)K%" WIDE %6" DEEP 2 - #4 BARS%"SECTION "YY" NO CURB AND GUTTER WILL BE PAID FOR WITHIN THESE LIMITS NO CURB AND GUTTER WILL BE PAID FOR WITHIN THIS LIMITSSECTION "XX"2‘-0" MIN.6"6"—IPLAN6‘-0" 5‘-6"3‘-0" -6"3‘-0" MIN.4‘-0"2-#4TIE BARS2‘-0"MIN 16"I I %" CHAMFER24" LG. IN CURB (MARK-TB)r----- MARSEE BARS ABOVE VARIES I ROM 7 AMARK-A OUNDEDr 6"/1.ROUNDF16",5‘-6" 3‘-0"3MARK-BINLET COVERXY 6"®%" CHAMFERROUNDEDLONG (STRAIGHT) (MARK-F) 1 -1 %" 9 5 CURB&BEVELED RING4aVAet16"L GUTTERROUNDED6"--4 6" ROUNDED INLET COVER7.#5 BARS "E" /1 %""E""E”@ „ CONCRETEROUNDED ==-BEVE [2417" I _ I - 2 - #6 BARS BEVELED(MA 6" zi LWEEP‘HOLES SECTION ”C1-Cl"see o.——=4 L 2" WEEPHOLES BARS-G INLET,SECTION "AA"COVER 7 /BATTER SAME RATE AS CURB 48, ATw3PIPE CONNECTIONS NOTE TO CONTRACTOR:CURBK A8‘-0"-0'6" I FOR 36"-54" PIPE S 4 SLOPE BOTTOM //TO PIPE I, CURB AND GUTTER WHEN REQUIRED 2 - (NO. 4) TIE BARS, 2 LG. (IN CURB) MARK- 24"6"-TB□4 4 : it 6"R 1 (MARK-F)-EDGE OF COVER 71" MIN 1 L_ 99 PLACE1Oi6"CONC. PEDESTALig ENLARGED SECTION DETAILS82203DIRECTION OF FLOW EE52 2‘-0" (MIN) GUTTER WIDTH OF COVER SLAB ANDSECTION "EE"-S2825.7 DEPRESSED CURBPLAN5"4"9"GENERAL NOTES126" A oo/ 3N 2.O OT 5559 4 / 12200002727722 XOSTEEL 5" 2 3.E+2% DETAILS OF6":LADDER BARS NOT TO SCALE 3‘-6" TO 6‘-0" 2 - #5 BARS r-6'' 2'-7 %" 2'-0" ! 4" >D) 19‘-0" FOR 15"-30" PIPE 21'-6" FOR 36"-54" PIPE 13'-0" FOR 15"-30" PIPE 15'-6"FOR 36"-54" PIPE (OUT FLOWLINE) SECTION "CC" #5 BARS @ 4" CENTERS MARK-C AND MARK-D 19‘-0" FOR 15"-30" PIPE 21‘-6" FOR 36"-54" PIPE FINISH SURFACE TO CONFORM TO — CROSS SLOPE OF SIDEWALK 19‘-O" FOR 15"-30" PIPE 21‘-6" FOR 36"-54" PIPE CAST IRON RINGS CAST IRON COVEF 3" CLEARANCE AROUND INLET- 75 POUNDS 61 POUNDS WORKING POINT AND SURFACE ELEVATION 4 - DIAGONAL BARS #6 AROUND OPENING (LENGTH 2‘-9") MARK-M TOP OF CURB ELEV. SAME HEIGHT AS INLET COVERS . #5 BAR (MARK-E) HIGH POINT LOW POINT CAST IRON RING #5 BAR . (ONE RE (. E & #6 BARS - A #5 BARS - B (SEE PLAN) CURB & GUTTER WHEN REQUIRED LQ Q Z Hr Z Q - — CAST IRON RING 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) 5 5 m ROUNDED CORNER : STREET CURB WHERE DIRECTION OF FLOW IS FROM EACH END OF INLET, SIDEWING OPENINGS (AS SHOWN ON ONE SIDE ONLY ON THIS DRAWING) SHALL BE CONSTRUCTED AT EACH END OF INLET, FOR EACH INLET SO CONSTRUCTED. PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (TWO WINGS). WHERE ONE WING ONLY IS CONSTRUCTED PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (ONE WING). 2" MINIMUM WEEP HOLES SHALL BE CONSTRUCTED IN INLETS AS DIRECTED BY THE ENGINEER TO FACILITATE SUBGRADE DRAINAGE. TO ACCOMODATE SKEWED PIPE OR FIT OTHER CONDITIONS, IT MAY BE NECESSARY TO INCREASE ONE OR BOTH PLAN VIEW DIMENSIONS OF INLET BOX AND COVER SLAB. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CORRESPONDING INCREASE IN MATERIALS AND OTHER COST WHERE CHANGES IN DIMENSIONS ARE REQUIRED. INLET WITH BOX SIZED FOR 15"-30" PIPE SHALL BE DESIGNATED AS TYPE S3, FOR 36"-54" PIPE AS TYPE S4. NOTE: EXPANSION JOINTS SHALL BE PLACED 20 FEET FROM THE PAY LIMITS OF THIS INLET. 3 WOOD BLOCKS CUT TO SHAPE BEHIND CURVED MATERIAL PIPE MAY CONNECT WITH INLETS FROM ANY DIRECTION AND AS MANY CONNEC- TIONS MAY BE MADE AS NECESSARY. CURB & GUTTER WHEN REQ’D ON THIS END NO CURB & GUTTER WILL BE PAID FOR WITHIN .NOTE: SEE DETAILS OF MANHOLE CASTING AT UPPER CENTER OF SHEET. •2-#5 BARS . 1‘-6" LG. (MARK-F) 8 522CONCRETE PEDESTAL SHALL BE POURED IN PLACE. ROUND FORM MAY BE CONSTRUCTED OF METAL, PLASTIC OR OTHER APPROVED SUITABLE MATERIAL. A 6" DIAMETER PIPESHELL FILLED WITH CONCRETE WILL NOT BE APPROVED. ROUNDED------ 6" POURED IN PLACE CONCRETE PEDESTAL - CONCRETE GUTTER 2 - #4 TIE BARS 24" LG. IN GUTTER (MARK-TB) 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) #5 BARS O.C. (MA BARS @ 4" C. (MARK-C) 7 #5 BARS -SPECIFICATIONS- CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION 4-6"/15"-30"PIPE 7‘-0"/36"- 54" PIPE LOW POINT (OUT FLOWLINE) NOTE:GRADE LINE ALONG FRONT OF INLET COVER SHALL CONFORM TO GRADE LINE ALONG TOP OF STREET CURB OF WHICH IT IS A PART. 4-1" HOLES - EQUALLY SPACED NOTE: -SLOPE TO PAVEMENT IF THERE IS NO CURB ON THIS SIDE. 2 - #4 TIE BARS24" LONG IN GUTTER (MARK-TB) 2 - #4 TIE BARS 24" LONG IN CURB (MARK-TB) CURB & GUTTER 2-#4 TIE BARS 24" LONG (IN GUTTER) MARK-TB 6' ARRANGEMENT OF LADDER BARS -& CONCRETE 6"1 PEDESTAL 6" T 4‘-6" FOR 15"-30" PIPE BARS-G L6", HWY LINE--------- CURB AND GUTTER- j WHEN REQ’D. STREETCURB — _& NOTE: DO NOT USE TIE BARS IF CURB & GUTTER IS NOT REQ’D ON THIS SIDE OF INLET.24" LONG IN CURB (MARK - "TB") 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) .6-0" VARIES FROM 3‘-6" TO 6’-0" #5 BARS @ 4" O.C. (MARK-C "Cl" 5 ' 5 L 6" DIA.(3"R) POURED IN CURB AND GUTTER WHEN REQ'D. - 2 - (No. 4) TIE BARS 24" LG. 1 1.1 g INLET COVER----------------------- N(SEE MIDDLE OF SHEET) Q‘D.)#5 BARS @ 4 [O.C.(MARK- REQ’D. CURB , & GUTTER \NG j 13‘-0" FOR 15"-30" PIPE ____________15’-6" FOR 36"-54" PIPE 4‘-6"/15"-30" PIPE 7‘-0"/36"-54" PIPE 421 FINISH SURFACE TO CONFORM TO CROSS SLOPROF SIDEWALK CAST IRON COVER/ y IF HE ELECTS THE CONTRACTOR 7 MAY POUR THE INLET COVER AFTER WALLS AND CENTRAL PEDESTAL ARE IN PLACE. IF CONTRACTOR POURS INLET TOP OF COVER LAST HE WILL BE REQ’D. TO PLACE EXTRA #3 BARS (a 12" O.C. AROUND INLET DUE TO CONSTR. JT. BETWEEN WALLS AND COVER (DETAIL OF BARS REQUIRED) 6" (WALL" BELOW)- 2 - #5 BARS / STRAIGHT 1‘-6" LG *TOYoRRSVTRBNXR5/X28MMJ/stE=er 2 - #4 TIE BARS 24" LONG IN CURB (M OW . ‘OINTS • “ctos. PEZORE ‘ (A2A NOTE: A MINIMUM OF (3) THREE %"‘STEEL LADDER BARS ARE REQUIRED IN ALL INLETS. WHERE H IS GREATER THAN 4‘-O" NUMBER AND LOCATION OF LADDER BARS IN INLET TO BE AS DIRECTED BY ENGINEER. &NOTE: CONSTRUCTION JOINT L 8‘-0" 14-#6 DIAGONAL BARS AROUND OPENING (LENGTH 2‘-9" )MARK-M 82 Pg BARSGMARK-A) CkNk" LOW POINT OUT) SLOPE 4% SECTION-"BB" s 5 Ar=A IN—eoe*h,6 PLAN 19‘-O" FOR 15"-30" PIPE 21‘-6"FOR 36"-54"PIPE 2 - (No. 4) TIE BARS 24" LG.— j - (MARK-TB)_________________t U 2- #5 B ARS (STR— -=1‘-6" LG.(MARK -F) l 1-6" LG, (MARK-F) l. t- — pidote.3" S, 3& #4 TIE BARS 24" LG. (MARK - TB) (2 - REQ’D. IN CURB) (2 - REQ’D. IN GUTTER) 66 65Sr1 30 #6 BARS @ 4" O.C. ______ MARK-"B" 2-#6 BARS @ i %" O.C. MARK-A #5 BARS @ 4" O.C. (MARK-B) — -----DIRECTION OF FLOW MANHOLE CASTING SLOPE 1:1 CORNERS ROUNDED PLASTERDETAILS OF BEVELED RING JUNCTION BOX WALL o d 1/20/2026 DESIGN BUREAU SPECIAL DRAWING SPECIAL DRAWING NO INDEX NOWI-621-S 62133 REVISIONS, 1. Added io CADD on 11-29-1999 by LET. 2. Clarified the standard inlet height & added symbol for Construction Joints on 7-14-2009 by W.W.A. THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. REINFORCED CONCRETE STORM SEWER INLET TYPES S3 AND S4 ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD MONTGOMERY, AL 36130-3050 FAIRHOPE JIFFY LUBE CIVIL DETAILS FAIRHOPE, AL OWNER: SHEET NUMBER C11.0 AOF11 11 DRAWN BY: 7-18-1991DATE DRAWN: REVISED DATE: 7-14-2009 DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN 2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 LIEB ENGINEERING COMPANY LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/20/2026 REVISIONS A ISSUED FOR REVIEW co : 0 9 % XQ i l l l l l l / l / l / ) / So o i f n M R u w w a s s # ” N 89°52'36" W 374.36'(M)374.30'(R) S 89°52'39" E 373.99'(M)373.96'(R) S 00 ° 0 7 ' 0 5 " W N 00 ° 1 8 ' 0 5 " E 114.9 9 ' ( M ) 115.0 0 ' ( R ) 115.0 0 ' ( M & R ) ST A T E H W Y 1 8 1 BU S H E L D R . Tom`s Dwarf Waxmyrtle 3 gal 11 Silver Dragon Liriope 1 gal. 58 Single Trunk Muskogee 2" Cal. Min. 2 Eagleston Holly 2" Cal. Min. 5 Overcup Oak 2.5" Cal. 3 Cleyera 48" Tall at Planting 23 3 (3) Canes Min. @ 1" Cal. MIn. Per Cane Moonglow Sweet Bay 1 2" Cal. Min. Bracken`s Magnolia Silver Dragon Liriope 1 gal. 72 Eagleston Holly 2" Cal. Min. 3 Tom`s Dwarf Waxmyrtle 3 gal 13 3 3 gal Tom`s Dwarf Waxmyrtle 2 2" Cal. Min. Eagleston Holly SOD SOD SODSOD SOD SOD SOD SOD SOD SOD SOD SOD SO D Pr o p o s e d B u i l d i n g (S e e A r c h . / C i v i l ) Refer to Civil for ALL grading, drainage, erosion control, and hardscape. (typ.) Refer to Civil for ALL grading, drainage, erosion control, and hardscape. (typ.)#1 #2 #3 #4 #5 #6 #7 #8 #9 23 48" Tall at Planting Cleyera 6 2" Cal. Min. Bald Cypress 1 L-1.1 1 L-1.1 1 L-1.1 1 L-1.1 NOTES: 1.All areas disturbed by construction shall be sodded or mulched unless otherwise noted. (Typ.) 2.NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 3.See sheet L-1.2 for details & schedule. 4.Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. JOSEPH HENRY COMER IV NUMBER 539 REGISTERED LANDSCAPE ARCHITECT STATE OF ALABAMA SEA L N O T V A LID UNL E S S S I G NED ESPA L I E R , LLC. Bu s h e l D r i v e JI F F Y L U B E Fa i r h o p e , A L NORTH NOTES: 1. BASE SURVEY PROVIDED BY LIEB ENGINEERING. 2. LOCATION OF STRUCTURES, HARDSCAPE, AND EXISTING VEGETATION SHALL BE FIELD VERIFIED. 3. VERIFY ALL LAYOUT AND DIMENSIONS IN FIELD. 4. PLANT COUNTS ARE FOR CONVENIENCE ONLY. FIELD VERIFY ACCORDINGLY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE. 6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS. 7. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN DRAWINGS OR FIELD CONDITIONS. 8. REFER TO ARCH. / CIVIL FOR ALL UTILITIES, GRADING, DRAINAGE, & HARDSCAPE. Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. PLAN L-1.1 LANDSCAPE 0 SCALE: feet163248 1/16" = 1'-0" TREE PROTECTION DETAIL NOT TO SCALE Tree protection fencing shall be installed 20' from trunks of trees larger than 20" DBH and 10' from trunks of trees under 20" DBH. 4' - 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. Notes: 1- See city tree protection ordinance sec. 20.5-6 for required tree protection measures. 2- No pruning shall be performed except by approved arborist. 3- No equipment shall operate inside the protective fencing including during fence installation and removal. 4- Tree protection fence shall be installed prior to any landscape disturbance. 5- No entry, storage, or temporary parking shall be allowed inside fence. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. Tree Protection fence: Chain link fence LA-32 1 00000 00000 lI I C. Y C 7 — . a5. / /—V I 9 I “2. N+NWS* n1 2onoe ■ ■)MU.s .. . • 00 3 °s ) 206., • frdL -c — 117 „30o80 7: ON ./C . to) 2222A11[bIl |2rn DE T jwylulber FFE: 119.00’ l (C.J.■ - o . ILL | r EE •)GC l ).“O ( 1 3 2 3908. ystten "vlltonoy7 pace"[A Ha - Y )-Pse: e ) -FECap) -Ph7* . Bul : (. ’I ".4 .. .**:J m : .. 1.7: Try. C e—O sw2eeg". .. :* . L / D I 1 — ++ I i — to2b ISSUED/REVISED SHEET TITLE Permitting 1/20/26 Revised 2/9/26 Revised 2/10/26 DESIGNED BY JC DRAWN BY JCCHECKED BY JC PROJECT NO. 2603 DATE 1/15/26 FILE NAME JIFYLA ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope Alabama 36533 P: 251.454.3500 espalierdesign.com o 60 % 00 0 0 0 0 o , " ' O . : 0 0 0 0 0 0 0 0 % J n-- - - - i __ _ _ & X X XX X X X OH P IP OH Ol XR R N N R R R R Y R R Y R Y R R R R Y R Y R K X R K X R K X R R R N R 28 2 2 2 2 2 2 2 2 2 4 2 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 8 8 8 8 8 0 8 8 2 8 8 8 XX X X / / / / / / / / __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ X X X X X X X X X X X X X X X X X X X X XX X WX X X X X X X X X X X X X X X X X XA X X X X XA X X < X X X < X X X XX XX XX XXX V . w w ' W .1 W XXXX XX XX XX XXX XX X X X X XX XX XX X X . XX XX X APPROVED NURSERIES: 1. GREEN FOREST NURSERY 2. FLOWERWOOD NURSERY 3. GREENS NURSERY 4. CHERRY LAKE NURSERY Other nurseries may he approved at the discretion of the landscape architect. CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS: PERIMETER REQUIREMENTS: Bushel Road Frontage Feet = 115'/30' = 4 Trees in First 25' regardless of tree credits. Hwy 181 Road Frontage Feet = 115'/30' = 4 Trees in First 25' regardless of tree credits. Remaining Perimeter Feet = 748'/30' = 25 Trees Parking Requirements (1 Tree/12 Spaces) = 7 Spaces/12 = 1 Trees Total Existing Tree Credits = 0 Total Trees Required = (2) Bushel, (0) Hwy 181 (Overstory), 22 Perimeter Trees (At Least 50% Overstory), & 1 Parking Lot Trees NOTES: 1. LONG LEAF PINESTRAW ALL BEDS EXCEPT 4"& 1 GAL. POTS. 2. 4"& 1 GAL. POTS TO BE PLANTED IN 3" OF PLANTING MIX AND TOP DRESSED WITH GROUND PINEBARK. 3. APPLY GRANULAR PRE-EMERGENT TO ALL PLANTING BEDS. SEE NOTES. 4. USE WOODACE FERTILIZER TABS IN ALL PLANTING PITS. SEE NOTES. 5. PREP. PLANTING PITS & GROUNDCOVER AREAS WITH PLANTING MIX. SEE NOTES. 6. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY. 7. SEE LANDSCAPE NOTES. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPECS REMARKS CITY REQUIRED TREES IE2 10 Ilex x attenuata 'Eagleston'Eagleston Holly 2" Cal. Min.8' Ht. Min.30 Gal. Single Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Approve photo with LA. LM 2 Lagerstroemia x `Muskogee`Single Trunk Muskogee 2" Cal. Min.8' Ht. Min.30 Gal. Single Trunk,Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. MB 1 Magnolia grandiflora `Brackens Brown Beauty`Bracken`s Magnolia 2" Cal. Min.10' Ht. Min.45 Gal.FTG. NO B&B. Trees Shall Meet Size Specifications Regardless of Container Size. MS 3 Magnolia virginiana 'Jim Wilson'Moonglow Sweet Bay (3) Canes Min. @ 1" Cal. MIn. Per Cane 10' Ht. Min.30 Gal. Multi. Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. QL 3 Quercus lyrata Overcup Oak 2.5" Cal.10' Ht. Min.30 Gal.No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. TD 6 Taxodium distichum Bald Cypress 2" Cal. Min.10' Ht. Min.30 Gal.No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING REMARKS SHRUBS CJ 46 Cleyera japonica Cleyera 48" Tall at Planting 60" o.c.Must be 48" tall planted out from finished grade at time of planting. Regardless of container size. DW 27 Myrica cerifera `Tom`s Dwarf`Tom`s Dwarf Waxmyrtle 3 gal 48" o.c. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING REMARKS GROUND COVERS CT 10,813 sf Cynodon dactylon `Tif 419`419 Bermuda Grass sod Contractor shall verify quantity. LS 130 Liriope muscari `Silver Dragon`Silver Dragon Liriope 1 gal.15" o.c.Plant Ceaux Nursery Doug Young Nursery PLANT SCHEDULE EXISTING TREE CREDIT TABLE TREES PROPOSED TO REMAIN: #1-2" Nuttall Oak /8 = 1 #2-2" Live Oak /8 = 1 #3-2" Bald Cypress /8 = 1 #4-2" Nuttall Oak /8 = 1 #5-2" Bald Cypress /8 = 1 #6-2" Bald Cypress /8 = 1 #7-2" Bald Cypress /8 = 1 #8-2" Bald Cypress /8 = 1 #9-2" Bald Cypress /8 = 1 Total Tree Credits = 9 LANDSCAPE NOTES: 1. This section covers furnishing and installing all landscape plants and non-plant materials covered by the drawings and these specifications. The work shall include materials, labor, equipment and services as described herein and indicated on the drawings. Also, the work shall include the maintenance of all plants and planting areas until acceptance by the Owner, and fulfillment of all guarantee provisions as herein specified. 2. Before beginning work, the contractor shall thoroughly acquaint himself with the existing site conditions and proposed plans. The intent is to provide a smooth transition between existing conditions that are to remain and the new site features with minimal damage to existing trees and vegetation. 3. Contractor is made aware of active existing underground utilities. It is the contractors responsibility to familiarize himself with the location of said utilities and other obstructions. The contractor shall investigate and verify, in the field, the existence and location of all utilities and any existing irrigation piping, and take necessary precautions to prevent their disturbance and avoid interruption of service. Contractor is responsible for calling appropriate line location service. All damaged utilities shall be replaced to owners satisfaction by contractor with no additional charge to owner. 4. Discrepancies between site conditions and conditions on plans shall be call to the attention of the Owner immediately. 5. Existing grades shall be verified in field prior to beginning any work. Discrepancies shall be brought to the landscape architects attention immediately. Landscape contractor to provide fine grading to ensure positive drainage. 6. The landscape architect shall have the right to reject any and all work and/or materials at any stage of progress which in his opinion do not meet the requirements of these plans and specifications. Such rejected material shall be removed from the site immediately and replaced with acceptable materials. 7. Landscape contractor is responsible for obtaining all state and local permits and licenses required to perform this work. 8. Landscape contractor shall abide by all state and local laws and ordinances. Contractor shall also conform to POA or ARB guidelines if applicable. 9. All work shall comply with the current edition of the Standard Building Code published by the Southern Building Code Congress International, Inc. 10. Topsoil shall be sandy/loam natural, friable, and fertile with a PH of 5.5 to 6.5. Topsoil shall be free from roots, stones, debris, noxious weeds, or any substance harmful to plant growth. Quality of Topsoil to be approved by Landscape Architect. 11. Once delivered to the site, the contractor is responsible for the protection, including theft, of all materials. 12. The landscape plan is to serve as a guide for installation. Field adjustment and changes to layout may be made by Landscape Architect. 13. Contractor shall layout all plant material per planting plans and schedule a site meeting with landscape architect for approval with a minimum of 48 hours notice. 14. Quantities shown on plant list are for convenience only. 15. All groundcover & flower beds shall receive 3" minimum of planting mix consisting of decomposed pinebark or mushroom compost and blended into the top 6" of existing soil. Rake beds smooth and top dress with 2" min. of ground pinebark prior to planting. 16. All tree and shrub planting pits shall be backfilled with 75% excavated soil & 25% planting mix consisting of decomposed pinebark or mushroom compost. 17. All trees shrubs and groundcovers shall be planted with Woodace fertilizer tabs at rates per manufactures recommendations. All planting beds shall also be top dressed with a slow release Osmocote fertilizer or equal per manufactures recommendations prior to mulching. 18. All beds shall receive Freehand pre-emergent herbicide or equal. 19. Unless otherwise noted, all beds shall receive 3" compacted depth of fresh Long Leaf pine straw free from sticks and pine cones. Groundcover areas with 4" plants or plugs shall be mulched with pulverized pinebark mulch unless otherwise noted. 20. All bed lines shall have 3" V-Shaped trenches. See detail. 21. All plant material shall meet or exceed federal, state, and county laws requiring inspection for plant disease and insect control. 22. All plant material shall be Florida #1 or better and meet the latest standards of the "American Standards for Nursery Stock". 23. All trees shall be staked with arbor guy (or equal) tree stakes per manufactures recommendations. 24. All disturbed areas shall be irrigated and sodded. 25. Contractor shall maintain all plantings and lawn areas until final acceptance by owner and landscape architect. Unless specified otherwise, maintenance includes mowing, edging, weeding, blowing, pruning, watering, mulching, etc. 26. Brown or defoliated plants shall be removed and replaced immediately. 27. All materials and workmanship for landscape and irrigation shall be guaranteed for a minimum of one year from final acceptance. 28. No work shall be performed in any R.O.W. without approval by the appropriate Federal, State, County, or City authority. LANDSCAPE NOTES NTS LA-16 1 MULCH TREE RING 3" DEEP (TYP.) KEEP MULCH OFF TRUNK +/-2" SPECIFIED PLANTING MIX. WASH IN BACKFILL TO REMOVE AIR POCKETS AND SETTLE SOIL. 4" SOIL WATER WELL ABOVE FINISH GRADE SET TOP OF ROOTBALL 1.5" ABOVE FINISH GRADE. SLOPE SOIL AWAY FOR POSITIVE DRAINAGE. FINISH GRADE UNDISTURBED SUBGRADE SPECIFIED FERTILIZER TABS ARBORGUY STAKING KITS OR EQUAL. INSTALL PER MANUFACTURERS SPECS AND SIZING. 3 REQUIRED 120° APART. HIGH VISIBILITY FLAGGING TAPE TREE PLANTING N.T.S. ARBORGUY ANCHORS TO BE DRIVEN INTO UNDISTURBED SUBGRADE. NOT PLANTING PIT. LA-012 SHRUB PLANTING DETAIL N.T.S. NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE TO ENSURE POSITIVE DRAINAGE IN ALL DIRECTIONS AND AWAY FROM ALL STRUCTURES. SHRUBS TO BE PLANTED 1" HIGHER THAN FINISH GRADE. 3" OF MULCH AS SPECIFIED SOIL BACKFILL AS SPECIFIED WITH FERTILIZER TABS AS SPECIFIED AT RATE PER MANUFACTURER SPECIFICATIONS. LIMITS OF MULCH BED. EDGE OF SOD, WALK, OR CURB BUILDING FACADE OR WALL 32" Min.o.c. spacing o.c. spacing 32" Min. 2 x Dia. of Rootball 6" MIN. LA-02 3 GROUNDCOVER PLANTING DETAIL N.T.S. NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE TO ENSURE POSITIVE DRAINAGE IN ALL DIRECTIONS AND AWAY FROM ALL STRUCTURES. PLANTING BED PER SPECIFICATIONS 2" OF PINEBARK MULCH FOR ALL 4" POTS UNLESS OTHERWISE NOTED. MULCH AS SPECIFIED FOR 1 GAL. GROUNDCOVERS. O.C. SPACING (TYP.) UNDISTURBED SUBGRADE LIMITS OF MULCH BED. EDGE OF SOD, WALK, OR CURB BUILDING FACADE OR WALL LA-03 4 SUBGRADE TRENCH BED EDGE N.T.S. 3" OF MULCH AS SPECIFIED CROWN MULCH AS SHOWN TO ENSURE POSITIVE DRAINAGE MULCH TO BE 1" LOWER THAN FINISH GRADE AT EDGE FINISH GRADE NOTE: TRENCH EDGE SHALL BE LOCATED AT ALL SOFT AND HARD EDGES. 1" 3" 3" 5 LA-04 JOSEPH HENRY COMER IV NUMBER 539 REGISTERED LANDSCAPE ARCHITECT STATE OF ALABAMA SEA L N O T V A LID UNL E S S S I G NED ESPA L I E R , LLC. Bu s h e l D r i v e JI F F Y L U B E Fa i r h o p e , A L Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. LANDSCAPE L-1.2 DETAILS /e 7II wormTTHLIHLHFHTTT o [TWICE ROOTBAIL WIDTH I to26 ISSUED/REVISED SHEET TITLE Permitting 1/20/26 Revised 2/9/26 Revised 2/10/26 DESIGNED BY JC DRAWN BY JCCHECKED BY JC PROJECT NO. 2603 DATE 1/15/26 FILE NAME JIFYLA ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope Alabama 36533 P: 251.454.3500 espalierdesign.com % EN I — —l f aw0= 1 Hl — I — I- I I / ) Y4 s H— I — OO I 0= 1 yg 1 0= 1 r(6 1 4 % I T 1 g 0= 1 1 1 = 1 1 — 1 — 1 1 = 1 |: 1 —I -—I ] I 11 I— L — 0= 1 LF L A A s —L/ / Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL ENTRY PERSPECTIVE r r 2 v v ?7 r 0 1 5 I I HMMEE UEGEDHEIIT 5M € oil changeoil change pFTee Meette @Pdi ■■■ ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P:: 31 4-644.1 234 F:: 314.644.4373 jiffy lube multicare .. I I I (J) jiffylube multicare 5P * = Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL ENTRY PERSPECTIVE -t< 7 * —la ss. 3s Ge —w to el UEGEDHEIIT 5M multi care oil change oil change ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P : : 31 4-644.1 234 F:: 314.644.4373 1.1 11 g & 9 (J jiffy lube multicare S. — •• . , AEA42 ) Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL REAR PERSPECTIVE I ■ t -V y rreok1234 PENNZOIL I 33 1 I445111* k ,1 L UEGEDHEIIT 5M € ® jiffylubemulticare oil change oil change multi care E J □ 1 1 1 1 ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P:: 31 4-644.1 234 F:: 314.644.4373 jiffy lube multicare 1 1 m I I -5 s (J jiffy lube multicare Xy 5 a Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL FRONT ELEVATION RIGHT ELEVATION 0'-0" AFF 22'-2" AFF T/O COPING 0'-0" AFF 19'-6" AFF T.O. PARAPET SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" EIFS COLOR: SW7666 "FLUER DE SEL" OVERHEAD DOOR W/GLASS COLOR: RAL 7012 "BASALT GREY" PREFINISHED METAL CANOPY COLOR: "METALIC SILVER" BOLLARD COLOR: SW6314 "LUXURIOUS RED" EIFS COLOR: SW7666 "FLUER DE SEL" SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" 22'-2" AFF T.O. PARAPET ANODIZED ALUMINUM & GLASS STOREFRONT COLOR: "DARK BRONZE" 12'-0" AFF B.O. SIGN BAND MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY EIFS COLOR: SW6314 "LUXURIOUS RED" EIFS COLOR: SW6314 "LUXURIOUS RED" PREFINISHED METAL CANOPY COLOR: "METALIC SILVER" CONDENSING UNIT ON CONCRETE PAD CONDENSING UNIT ON CONCRETE PAD 13'-6" AFF B.O. LETTERSET 7'-6" AFF B.O. CANOPY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY 19'-6" AFF T.O. PARAPET 1234 «oe )()L [f « I FEOmi GUGGEnHEim5M iikEEEl ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P : : 31 4-644.1 234 F:: 314.644.4373 jiffylube multicare (J) jiffylube multicare Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL REAR ELEVATION LEFT ELEVATION 0'-0" AFF 19'-6" AFF T.O. PARAPET 22'-2" AFF T.O. PARAPET EIFS COLOR: SW6314 "LUXURIOUS RED" OVERHEAD DOOR W/ GLASS COLOR: RAL 7012 "BASALT GREY" SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" 11'-4 1/2" AFF B.O. LETTERSET 22'-2" AFF T.O. PARAPET ANODIZED ALUMINUM & GLASS STOREFRONT COLOR: "DARK BRONZE" 0'-0" AFF 19'-6" AFF T/O COPING 7'-6" AFF B.O. CANOPY PREFINISHED METAL CANOPY COLOR: "METALIC SILVER" CONDENSING UNIT ON CONCRETE PAD 7'-6" AFF B.O. CANOPY 11'-4 1/2" AFF B.O. LETTERSET MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY EIFS COLOR: SW6314 "LUXURIOUS RED" EIFS COLOR: SW7666 "FLUER DE SEL" MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY EIFS COLOR: SW7666 "FLUER DE SEL" «1 1234 •K(0. «]c I ESI IIIIII s UEGETHEIIT5M lllliRII 49999444! 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P:: 31 4-644.1 234 F:: 314.644.4373 ARCHITECTURAL DESIGN GUILD = 1. I [ I1 [ ? [ ] ] ] 11 l [ [ (J jiffy lube multicare ] ] ] J J ] Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL FLOOR PLAN I I5‘-6 5/8" 3‘-2 1/2"14‘-11 3/4"3‘-2 1/2"5‘-6" st lD +o+1 I I{Q ++-1 f 1 Y JI 7 SOI Ainlin 1 I 11I —CE 7 /I GEN• V/T UNISEX t IRESTROOM5 “II103/ tD]L ==1 ==l—I OFFICE i 107 ; 1 I I I I I I I I I I I HALLWAY | 102 ) | I I EQ I & OILSERVICE BAYS (108 J EMPLOYEE AREA (106 ) + •il n —EMPLOYEERESTROOM 4— 1 I 4 & dOa I a -rJ l I I 4 © AUTOSERVICE BAYS 1 -09 | BRICK A 9OL_L B □/ 11I 2 5‘-33/8"5‘-6 5/8"8-10 D D CUSTOMER— LOBBY ( 101 ] #8 o ------Ues c ? (W) 4 1 o 3 6‘-5" 28‘-6"20‘-10" 20‘-10" FACE OF SHEATHING—FACE6‘-4 1/4" 2‘-1 3/8 4oF10‘-0" R.O. I 11‘-4"6‘-8" R.O. 2‘-10" BRICK I I- L 3 a 8 & 4 5/8" 8 3/4"3‘-2 1/ 2"8‘-2 1/4”15'-2 3/4"10‘-0" R.O. 10‘-0" R.O.4‘-8" R.O. 3‘-5 7/8" FACE OF SHEATHING 20‘-10" FACE OF SHEATHING 54‘-6" OVERALL 2'-O" E T FACE OF BR(CK • FAC -OF BRICK b 11 1/4" 9d& FACE BRICK, 2 5‘-5"OF 10‘-0" R.O. 22‘-7 1/4" OVERALL T 2 “ o 5 4 77‘-1 1/4"OVERALL 21‘-10" 55‘-6" FACE OF SHEATHING 9‘-9 1/2”3'-7"10‘-0" R.O.10‘-0" R.O. FACE OF BRICK 9 □□□□EnHEim 5MARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P : : 31 4-644.1 234 F:: 314.644.4373 (J jiffy lube multicare 7- 1 1 1 / 8 " 6' - 6 7 / 8 " w Q 29 ‘ - 8 " 9‘ - 6 " R . O . I FA C E OF B R I C K 32 ' - 8 " F A C E O F S H E A T H I N G 32 ‘ - 1 1 7 / 8 " O V E R A L L 0 Michelle Melton MASONIC DR FWDE LA'MAIMARE AVE 1 Road • Parcel Zoning: B-1 B-2 P-1 R-2 N W E S J ofIA’,, O SIABAW vOu oCity of Fairhope Planning Commission March 2, 2026 SR 26.02 - De La Mare Phase 2 g” Project Name: De La Mare Phase 2 Site Data: 0.24 acres Project Type: Site Plan Approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 15174 General Location: Southeast corner of De La Mare and Bernhardt Lane Surveyor of Record: S.E. Civil, LLC Engineer of Record: S.E. Civil, LLC Owner / Developer: FST DELAMARE PLACE LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: BE R N H A R D I L N (] u L y. / 1 / "" h e ag a NJ L O d V H N d a d IM * ?J SR 26.02 – De La Mare Phase II March 2, 2026 Page 1 of 8 SUMMARY OF REQUEST Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Site Plan approval of De La Mare Phase 2, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane (314 De La Mare Avenue) and is 0.24± acres. SITE HISTORY Phase I of this development was built in 2002 and consists of the existing two-story mixed-use building with two (2) commercial units on the ground floor as The Happy Olive and The Avenue Boutique and three (3) residential units on the second floor. Originally, the building’s ground floor contained three (3) separate units; however, The Happy Olive combined two (2) of the three (3) units resulting in the current layout. Phase II (SR 03.01) was approved unanimously at the July 7, 2003, Planning Commission meeting. However, it does not appear that SR 03.01 was reviewed by the City Council, and as such, expired 365 days following Planning Commission review. This application was submitted concurrently with SD 26.05 for Preliminary Plat approval of De La Mare Phase 2, a 9-unit Multiple Occupancy Project (MOP). STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Central Business District requires non-residential buildings to be built at the right-of-way line, unless a courtyard, plaza, or other public open space is proposed , Article V, Section B(4)(d)(1). The proposed Phase II will be built to the applicable lot lines. There is a new paver courtyard with a fountain and landscaping, including preservation of a Heritage Tree, separating Phases I and II. Buildings - COMPLIANT The Central Business District has a maximum building height of 40 feet. The proposed building height for the three-story structure is approximately 38 feet (See Sheet A6 of attached Building Elevations). Tree & Landscaping - N/A A 43 inch Live Oak will be protected and preserved (See Sheet D01 in Proposed Site Improvement Plans). The proposed plans illustrate a paver courtyard, fountian, and landscape wells within the common area between Phases I and II. Parking - COMPLIANT Article V, Section B.4.d(2) of the Zoning Ordinance requires a minimum of five (5) parking spaces for the subject site. The proposed Site Plan illustrates six (6) parking spaces, in compliance with the aforementioned section. Connectivity - COMPLIANT A paver courtyard sits between Phase I and II. There is direct access to Bernhardt Lane from the courtyard and carport. There is also access to the alley behind the development via a concrete sidewalk. The alley leads to the French Quarter. SR 26.02 – De La Mare Phase II March 2, 2026 Page 2 of 8 Drainage - COMPLIANT The new building will utilize internal roof drains to direct water to the rear of the building and will be dispersed directly into the existing storm system. Rainfall in the courtyard will sheet flow towards the alley and enter the existing concrete flume along De La Mare Ph I. The additional building will not change the existing flow patterns and will not have a negative impact on adjacent properties per the provided Drainage Letter dated January 21, 2026, which has been included in the case packet for reference. Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. Mechanical Equipment - COMPLIANT All mechanical equipment is proposed to be located on the building’s second floor porch screened with a parapet wall and is illustrated in the submitted plans. Garbage- COMPLIANT There will be nine (9) garbage receptacles located in the alley. The placement is acceptable per Public Works. It will be a “back door truck” route. An easement from the Parking Authority is necessary for this service and should be noted and/or located on the Site Plan. Signage - N/A Signage is not being proposed as part of this application. Any future signage shall comply with the City of Fairhope Sign Ordinance. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. The Applicant is required to receive approval of easement(s) from the Parking Authority for each utility and is currently scheduled for their March meeting to discuss easement(s) and granting thereof. If approved, easement(s) shall be noted and/or located on the Site Plan and a revised Site Plan shall be submitted to Staff illustrating as such. ADA Standards - COMPLIANT ADA requirements per the Engineer of record are met and at time of building permit will be further verified. Traffic - COMPLIANT A Traffic Concurrence Verification letter was submitted with the application and is attached to this packet. As proposed the addition of two (2) residential units and approximately 1,860 square feet of office space is estimated to generate four (4) peak hour trips. As such, no further traffic study was conducted. Lot Access COMPLIANT There is existing access off Bernhardt Lane that will be improved with the development of Phase II. Comprehensive Plan - COMPLIANT This in-fill development has already been approved and coordinates with the proposed Comprehensive Plan. SR 26.02 – De La Mare Phase II March 2, 2026 Page 3 of 8 Impacts on Surrounding Neighborhood - COMPLIANT This in-fill development has already been approved and should benefit the surrounding neighborhood because it will provide more residential units, office space, and be an improvement to the existing gravel parking lot and to the rear alley connecting to the French Quarter. Benefits to the Community - COMPLIANT This mixed-use building will benefit downtown by providing more residential and office spaces. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Recommendation: Staff recommends APPROVAL of SR 26.02 – De La Mare Phase II Site Plan with the following conditions that must be satisfied prior to this Application being referred to City Council for consideration : 1. Approval of SD 26.05 De La Mare Phase II MOP; 2. Revision of all construction and architectural plans to replace the label for “Rooftop Terrace” with “Second Floor Porch”; 3. Provision of written consent and approval by the Parking Authority for the use of Bernhardt Lane and the alley behind Phase II during construction; 4. Approval of all easement(s) by the Parking Authority for utilities and/or services within Bernhardt Lane ROW and the alley behind Phase II shown on Site Plan; 5. Revision of the Site Plan to include a note and/or illustrate the location of all easements approved by the Parking Authority for utilities and/or services within Bernhardt Lane ROW and the alley behind Phase II; and 6. Completion of any required improvements to alley behind Phase II or Bernhardt Lane ROW as determined by the Applicant, Parking Authority, and applicable city departments. EXHIBITS SR 26.02 – De La Mare Phase II March 2, 2026 Page 4 of 8 Proposed Site Plan First Floor Plans (Office and Carport) ■ I Y 1 / I1 /•Lr 41□□□□□□□[A nlln Ll[ iE all .5 . : - LOCATION 00 WMM - 4 a fli i f —dP BERNHARDT LANE roomrarei 4.5WONGATES aadd L35121 b E I1 couxrann GARAGE CANS WLL nr Rouro TO ON COLLDGTON DAYS LOCATION or MERE Gannaat CANSWLL ur RCLiED TO ON G-IIAGE COLLcnNDAYs - CCNCRETE SDLWLK — ASPICALT PAVING rer DETAIL • A TENANT DesrS RCYCLNC, TH HIsWLLnr BTomtD N ns AREA EINcz RLCFCLING AND GannAaE CCLLLGDON occurs ON OPPOETE DAYS THE Ias WLL nt CARRED TO THE EAMC AREA AS THE CANS DN RCGYCLING DAYS coueneit banle . ’ cauerity" : ; ' .. 'FBT AND PAHKIN ALTHORITYECITY or rAmMoFC AND noFE AL AZAMA _33 VAJRHCTE AVE SVCICLE CARFORT FrLeiztes 1 . EXIIN ESTIN. FLUME GARHAGC CWN svonaGE AIEA oenLDiS rAmets Vmicx wint H LANOSCAFE sOReen"PRCPDSID UULONG 3887 sr UNDER RODF uNIT A-1B0tr jomnCE) SECCNrrIRD PLooR UNTE- 20s sr mrs DENTLAL) UNc -2cess JECesna) FRST FLOON VPL-122 75 11 7,' n.:: AATHT . 0—--3--O0-0+H4 00 Pa 148-48 Nc0-53rE 147.07i16J779 I a LANdIa COMILDI E S TTTTffff Ir tI I r 0 ! BrisPor= WHITE BOX for Future Office TenantSurat WidCeling□L X Lf d -I l New FaveCctyad il } |]Tar Retrce J.1 Firlise 1 t J I.UUUUUUUUUJ £1 —I —%I 4—AU IJ 21 AJ |-e 1:111 p l -1 1 JwNow fa Cortyard ------■A -tt l 1 1 1 fus Irn & 51 y t Sted PireCoizmn wit Deccrise Rrogt in for Fmmbirg in Th Rough In for ‘tee" ■ I fl LIP NGpsa Celna Carport | | JU r 4 EXHIBITS SR 26.02 – De La Mare Phase II March 2, 2026 Page 5 of 8 Second Floor Plans (Residential) New Sied Bur l Corcreie Trouk & Iron R 2nd Level PorchIIII............ H FIn n HWAC JLlij I :----I iMetRrodI Dil i!I f HVACi__i LeL E 05-i i-HVAC I —• ...!...ides 5J LUNITB JUtilityDC’Celing X 5 5T Ma iter BedPlNewT□n mPorch____il ii Wet Bai —ACanet lor. : Living Sn Shower"TT 777 *Upn1; PQpRWl*Cdhy +urTike Fia Master— 4460)4I| Kitchen 2corP“““BathI— drs r«IDressing nd pEdWall±Master CllJ367 Cax Runge &CalngHallIDCciEnga[llllllllllllllllllllllllllDorwcs id Sene Courier1 Jlllllllllllllllllllllllllll I Master Cl = = Dorwcs id Sene Courier 1 bDressing Ce=F=IDCcikng Master ClPid dyp Bd WallHallM Bi aster— ,I I Kitchen lath J: GpBWl&Cely I-Skrl-—1 LLr—Trle &Ceirg□n ■■■■ ।We BarPorch1J-•il l“mmzf Ma iter BedI 1OCeling [-+UNITC rUp _l - «1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -Cmnaeir Truix FuimiedCabinets Warble Comiar SunC orrele F kur Stnal Wood Ceili I UI ! Ui I Cand Flarr PiGypEdWal Alalmge- Wida Master CI b F Master CI Sul FeCchzzra wih Lccoratie ft- Painted Calinets Mrimi Lxees x SuineCerardeF ku Stdrwa Wrod Cclig TikeFex ’ L* ; -- wall * Ccikng 1 Stenal Wood Celing +h _E i 1 Utility pf—1 —|--- (Vurdiod) L ts ME - —t i Kitchen Si mnaeie rutx |L ! id I 1, then HLypBWall &Coirg EXHIBITS SR 26.02 – De La Mare Phase II March 2, 2026 Page 6 of 8 Third Floor Plans (Residential) 17-516-10" I— T IT -f closet" PUNIT B SlapadCelingJHIi lrret I HaD BedroomStudyLCue FlorIFthpEdWalL U Tile Fleer. PuChpnd wil l ““BithTale EWH [TV E ] WH Bath FloorTale * ------1 PuCpAd Wil I I IL JLI I Study I Hall Bedroom LEH Iil [1 -10 HadJSlpalCelingsFa UNIT C 11 L 1. 1 T Open to Below Open to Below 1 t r 1 ii 2 5 A Ehd clac - vaily cad• Caret Flor FOypB Wall Closet Curel Flor F Gyp B Wall I h __Wuzd Elect__ Fid Gyp Ed Wal & Cal ig Wood.Flcer FudOypEdWal — XCelng”------ -1 L |1 - Cupel Fliar 24O P W EXHIBITS SR 26.02 – De La Mare Phase II March 2, 2026 Page 7 of 8 Elevations: Front (North) Elevations: Rear (South) 12 1210Asphalt Shingle Roof 10 Painted Wood Facia Cement Based Stucco1i i3‘0x5‘0 Casement Pr 3‘0x5‘0 Casement+III 12 4 14■ ■ 1 ■ ■ 3‘0x6‘0 Casement 3’0x60 Casein ent 3‘0x6‘0 Casement —ILC s 11 ■■Face Brick (Match Existing Building)asement 3'0x6'0 Casement 0[ ]3‘0x6‘0 Casement 3‘0x6‘0 Casement Cement Based Stucco / 12 10 Asphalt Shingle Roof 10 I—I 1Painted Wood Facia Cement Based Stucco 2‘2x5‘0 Case ment 2’2x5’ ) Casement 2‘2x5‘0 Caser lent Casement 12 12Metal Roof I 1 0 2‘2x4‘6 Casement 2‘2x4‘6 Ca ement 2‘2x4‘6 Ca sement 2‘2x4‘6 Casement Cement Based Stucco I IFacc Brick (Match Existing Building) 3‘0x5‘0 Casement 3‘0x5‘0 Casement n "EIEEE-EE-N---------------------------lias,------------------------------- ---------j MMEEIE"EEE -------- -------------------- --- -----------------------------------------------------------------"IL i "EIEHI lllliiMlltM Decorative Mctal Railing Steel Columns with Decoartive Base & Capital Fountain with Cast Stone Details Steel Columns with Decoartive Base & Capital T T I Metal Roof inunuuj letal Roof Hi I : 3‘0x6‘0 Casement EXHIBITS SR 26.02 – De La Mare Phase II March 2, 2026 Page 8 of 8 Elevations: Alley Side (West) Elevations: Side (East) Low Slope Roof Beyand Roof Beyond =pt sesgAsphalt Shingle Roof Painted Wood Facia Metal Roof Metal Roof -----14 Cement Based Stucco I II4 3'0 2’2x42 Casement 1‘2x2‘0 Fixed Steel Columns with Decoartive Base & Capital Low Slope Roof Beyond Roof BeyondE==heeeeBIHM ZEE Painted Wood Facia ill e 22x42 n D Cement Based Stucco II3’0 Ro ind "c-Pr30xSOC Bevolo Gas Lantems □ Garage Doors?Garage Doors? Garage Doors? Iron Gates (Pr 30x74) Brick Wall IIIIIIIIIIIII .11 Face Brick (Match Existing Building) Steel Columns with Decoartive Base & Capital l‘2x2‘0 Fixed ITTi" /11AIID iiiiiiii 35 —... . . . . . . . . ■ a(EJ rl I [ i [7 5 g G LABAW. APPLICATION FOR SITE PLAN APPROVAL 1/20/2026Date of Application: Property Owner / Leaseholder Information Phone Number: 251-422-6211Name of Property Owner:FST DELAMARE PLACE LLC Zip: 36564AL +/-10450Parcel No:Current Zoning: B-2, CBD05-46-03-37-0-602-003.504 Authorized Agent Information Name of Authorized Agent: SE Civil, LLC Phone Number: 251-990-6566 Address:9969 Windmill Road State: AL Zip: 36532 Lany Smith, PE Engineer/Architect Information Phone Number: 251-990-6566 State: AL Zip: 36532 Larry Smith, PE La Property ed Name re Date Fairhope Sing ax Corp. (If Applicable Name of Firm: SE Civil, LLC Address: 9969 Windmill Road City: Fairhope Contact Person: City: Fairhope Contact Person: Application Type: Attachments: I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp, an authorized Single Tax representative shall sign this application. " Address of Property Owner: City: Point Clear Proposed Site Plan Name: Site Acreage: 0.24 AC. X Site Plan X Articles of Incorporation or List all associated investors —Swill (A) r Owner/Leaseholder Printed Nami 1 e of FA/ PO Box 506 State: De La Mare Phase 2 Sq. Footage: gle Tax Corp. (If Applicable) ulev E. ba U Secnalaw (STC r # 677839 Posted by.Checked by. correci 000 2‘:5%7YMMkaonrnadare. ... J .— UI I T===ARTICLES OF ORGANIZA Given under ; and teal0....of y it 3220(Cdt ithos n senRireOF Name. The name of the limited liability company is Delamare Place, L.L.C. (the1. Company").n Duration. The period of duration of the Company shall be perpetual, unless the2. Purpose. The purposes for which the Company is formed are:3. To acquire by purchase, exchange, lease, hire or otherwise, real propertyA. 6 The Company is organized with a general business purpose and mayB. Registered Agent and Office. The location address of the initial registered office4. Initial Member. The name address of the sole Member of the Company is Ware 6.Additional Members Additional Members may be admitted but only upon the unanimous written consent of the then existing Member or Members. Continuation of Business. Upon occurrence of an event of dissociation of a7. RECEIVED Page 1 of 2 Pages SEP 2 8 2001 Instrument 618224 Page of 2 TT Member in the Company, the remaining Member or Members of the Company shall have the right to continue the business of the Company; provided that (i) there is at least one (1) remaining Member, and (ii) the legal existence of the Company is continued by the unanimous written SECRETARY OF STATE of the Company is 18138 Woodland Drive, Fairhope, Alabama 36532 and the mailing address of the initial registered office of the Company is Post Office Box 506, Point Clear, Alabama 36564. The name of the initial registered agent of the Company at that address is Ware M. Porter. Company is dissolved and the affairs of the Company are wound up in accordance with the Alabama Limited Liability Company Act. transact any other lawful business or activity for which Limited Liability Companies may be organized pursuant to the Alabama Limited Liability Company Act. of every kind, character and description whatever, wherever located, and interests of all kinds in real property; and to hold, own, develop, improve, manage, operate, let as lessor or sublessor, and mortgage such property; to sell and exchange said property and interests in said property; and to obtain, use, dispose of and deal in and with said property in every other manner, either alone or in conjunction with others, as partners, joint venturers or otherwise. The undersigned, for the purpose of forming a limited liability company under Ala. Code, §10-12-1 etseq. as amended (the "Alabama Limited Liability Company Act") files the following Articles of Organization in the Office of the Judge of Probate of Baldwin County, Alabama and affirms that the facts stated in these Articles of Organization are true and correct: 5. M. Porter. as the same appears Instrument#,/ DELAMARE PLACE, L.L.C., AN ALABAMA LIMITED LIABILITY COMPANY Q 9J Tn£ STATE OF ALABAMA i. sdnan T. Johns BALDWIN COUNTV Juno- of probate in and torsaipsrale anoGounty de neraby cenily thai the within Management. Management of the Company shall be vested in the Member of the No Liability. The Member of the Company shall have no liability for any debt,9. obligation or liability of the Company as provided in the Alabama Limited Liability Company Act Articles of Organization this 7th day of September.101. (Seal) Ware M. Porter STATE OF ALABAMA COUNTY OF BALDWIN : Given under my hand and seal this 7th day of September, 2001. 2001 September-24 2:21PM Instrument Number 618224 Pages 2 Recording 35.00 Mortgage Deed Min Tax Page 2 of 2 Pages DP 1.00 3.00 Adrian T. Johns, Judge of Probate T T Index Archive W. Kenneth Heard Notary Public My Commission Expires: consent of all remaining Members within ninety (90) days after the occurrence of the event of dissociation. 1, the undersigned authority, a Notary Public in and for said State and County, hereby certify that Ware M. Porter, whose name is signed to the foregoing instrument, and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he executed the same voluntarily on the day the same bears date. THIS INSTRUMENT PREPARED BY: Sam W. Irby Irby & Heard, P.C. Attorneys at Law 317 Magnolia Avenue Post Office Box 1031 Fairhope, Alabama 36533 (334)928-4555 I:\Files\Files.01\01302LLC Documentation nicies of Organization, wpd The undersigned, constituting the sole Member of the Company named in these Articles of Organization in accordance with the Alabama Limited Liability Company Act, executed these 8. Company. State of Alabama, Baldwin County I certify this instrument was filed and taxes collected on: CHDCivilM"ps Engineering & Surveying Agent Authorization Form To Whom It May Concern: Sincerely, OWNER: DE: Signature Date 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 S E CIVIL, LLC is hereby authorized to act as my agent in representing me before the City of Fairhope Planning Commission and City Council on all submittals related to: De La Mare Phase 2, located at .314 De La Mare, Fairhope AL 36532, Wice e Authorized as Member/ Signatory’ (Print Name) PLACE LLC 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 February 11, 2026 Mrs. Michelle Melton City of Fairhope Development Services Manager 451 Pecan Avenue Fairhope, AL 36532 Re: SR 26.02 and SD 26.05 De La Mare Ph. II S.E. Civil Project #20241372 Dear Michelle: Attached are the revised plans based upon the comments provided. Below are responses to your comments. Planning Department: 1. Revision of the Preliminary Plat/Site Plan to include placement of the nine (9) garbage receptacles in the alley. Response: The site plan has been updated to show the correct size for the larger City of Fairhope cans and the location that they will be hauled to within the alley on garbage collection days. 2. Will there be recycling? If so, where will the recycling receptacles be placed? Please include on Preliminary Plat/Site Plan Response: It is unknown at this time if recycling will be provided, however we have shown where the recycling bins will be stored in the event a tenant requests them. The bins will be hauled to the same area as the cans on recycling day since these pick-up dates differ. 3. Please provide turning radii for each parking place in the carport Response: The turning movement has been added to the site plan. 4. Please provide the dimensions of the parking spots in the carport. Response: Dimensions have been added to the site plan. 5. Replace the "Rooftop Terrace" name with a synonym that will not cause confusion within the CBD. Response: The wording has been changed to “2nd Level Porch”. 6. Revision of the Preliminary Plat/Site Plan to conform with Section 19-112 - Balconies and overhangs in the Municode (Ordinance 1754). Response: The plans have been modified to remove balconies and overhangs from the adjacent property. CHDCivilMnrps Engineering & Surveying 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 7. Consent of Parking Authority to do work within Bernhardt Lane and the alley behind proposed Phase II. Response: Noted. Please let us know when the meeting will be held. 8. Easements from the Parking Authority for each utility and/or service located within Bernhardt Lane and the alley behind proposed Phase II Response: Noted. Please let us know when the meeting will be held. I would like to point out that the city has multiple utilities lines already running through the property. Water, Sewer, Power, Gas, Fiber, etc are all located on the property. Does Fairhope Utilities not already have a blanket easement in place? 9. Compliance with all other DRC Staff Review Comments attached to this letter as exhibits. Response: Noted. See responses below. Building Department: 1. Bldg Dept comments will be addressed at building permit submittal. Response: Noted. Utility Department: 1. SE Civils Site Improvement (WasteWater): Verify existing lateral size on Bernhardt Lane. If 4", replace or upsize to 6" back to the main. No lateral connections to the sanitation sewer manhole are permitted Response: Notes added to sheet C04 to reflect this. 2. C04 – SE Civils Site Improvement (Water): The plan currently shows two (2) 90 degree bends with MEGALUG restraints. Revise design to utilize four (4) 45 degree bends with MEGALUGS in place of the 90 degree bends. Response: The plans have been updated to reflect this. Please let me know if you have any questions or need any additional information. Thank you. Sincerely, Larry Smith, PE Partner Attachments: Revised Architectural Floorplans and Elevations Revised Site Improvement Plans PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS COVER for CONTACTS GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 SITE PLANC01 R Know what's below. before you dig.Call LEGAL DESCRIPTION ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering& Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer February 11, 2026 Name of Project to which this Certificate Applies: De La Mare Phase 2 Plans which are certified consist of Pages Cover Sheet thru Sheet C07. VICINITY MAP N.T.S. SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALDWIN COUNTY, ALABAMA SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 De La Mare Phase 2 De La Mare Avenue Fairhope, AL 36532 BOUNDARY & TOPOGRAPHIC SURVEY REVISIONS: NO.REVISIONDATE APPR. REVISIONS 0 INITIAL CITY OF FAIRHOPE SUBMITTAL1/20/26 TLS DEMOLITION PLAND01 GRADING & DRAINAGE PLANC02 "Lot five (5) and additional land on West and South to give a total width of 64 feet and a uniform depth of 167 feet, Block thirteen (13 ), Division one (I) of the land of lessor in the City of Fairhope, Alabama as per its plat thereof filed for record Sept. 13, 1911, Misc. Book 1, Pages 320-21, Probate Records and Council actions Nov. 6, 1911 and Sept. 2, 1948; Frac'l Section 18, T6S, R2E, Baldwin County, Alabama." MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A ONE-HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5, BLOCK 13, DIVISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1, PAGE 320 AND PAGE 321, PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 39 SECONDS WEST, A DISTANCE OF 167.14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND; THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST, A DISTANCE OF 63.71 FEET TO A ONE-HALF INCH CAPPED REBAR SET (SE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE; THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 167.02 FEET TO A MAG NAIL WITH DISC SET (SE CIVIL) ON THE SOUTH RIGHT-OF-WAY LINE OF DE LA MARE AVENUE; THENCE RUN NORTH 89 DEGREES 38 MINUTES 56 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 63.96 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES, MORE OR LESS. EROSION & SEDIMENT CONTROL PLANC03UTILITY PLANC04 CONSTRUCTION DETAILSC05CONSTRUCTION DETAILSC06 CONSTRUCTION DETAILSC07 1 RE-SUBMITTAL TO FAIRHOPE2/11/26 TLS A2 T 5 s FAIRHOPEALT 1398 J T 30d <1“48 TT1AA X.46.YY Vy »— $ SS( NIC 4 #56604982 (13)"21 Era 4 ■E 44 X 28/ CAD ‘airhopi School UNIVERSITY OF SOUTH ALABAMA BALDWIN COUNTY EXPERIMENT STATION .AUBURN UNIVERSITY Magnolia Beach 6 « o - 0 o C 0 POP 15,436 Fairhope • / Church ' 0 ol # Twin Beach / '—V GULF COAST| — " Good Samaritan *90N67"mmiy Church U §9 ) -= S No. 26348 - == of*: PROFESSIONAL s*5 SCABAM, SSCENSg, OHP OHP OHP OHP OHPUGPLUGPLUGPLUGPLUGPL UG P L UG P L UG P L UGPL UGPL UGPL UGPL UGPL E GM GM T WMWMWMWMWMWM OH P OH P OH P DE LA MARE AVENUE 60 FT. R/W BE R N H A R D T L A N E Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 11 20241372 20241372 1"=20' CHKD.JAF DRAWN RDC N SURVEYOR'S CERTIFICATE B AAMALA HL D E.DIEDAVI E LEGEND: T GM WM UGPL WALCOTT ADAMS VERNEUILLE PROPERTY BOUNDARY & TOPOGRAPHIC SURVEY 00 20 40 20 SCALE 10 SURVEYOR'S NOTES: POINT OFBEGINNING GRASS 121 — 121 e 43"LIVERBS of RBS 4& GRAVELGRASS S8858‘51”E3BS 66.73’RB l/2"0EPFS8945‘10”W -63.71'-"(SE CMVIL)]■ 10”METALRIM1 20.82’INV:119.0‘ PKNFCMOORE) ONE STORY METAL BUILDINGI EDGE OF PAVEMENT ONE STORY HARDIE BOARD BUILDING RIM:121.4' INV: 120.2’ IVELOPE ROUGH! OR VISUAL MNF W// SHINER/ (SAWGRASS) 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 NV ""X lad—G i BUILDING STAKED 3 S TBM-1/2CRS N. 189962.859’ E:1841332.937‘ *EL:121.68’ — -64‘(R)-=== GRAVEL 2 I ft I EDGE OF PAVEMENT 64’(R)—CONCRETE GUTTER 2 SIDEWALK20„012 n FO—<MA J MNS W/SHINER7 7 (SE CIVIL) .T 1/2"RBF1/2"CRF 12.6‘(MOORE)39.8’(SE 121 BALCONY —N89:38‘56.E 63.96— CND STORY) l [ | -U ----------- 7EDGE OF PAVEMENT s — s — s — RIM:120.2‘ INV:115.6‘ 0 s — s — s — s — s — s — s — s I i 1/2"RBF@ 1. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. 2. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 3. SURVEY WAS CONDUCTED ON JUNE 20, 2024, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. 4. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. 5. ELEVATIONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL, BASED ON N.A.V.D. 1988 DATUM. 6. THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES COMBINED WITH THE GEOPHYSICAL SURFACE MARKINGS BY OTHERS. 7. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. 8. THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA, EFFECTIVE JANUARY 1, 2017. MNS MAG NAIL SET RBS = 1/2” REBAR SET RBF = REBAR FOUND (NO CAP) N MORE PARTICULARLY DESCRIBED AS FOLLOWS: (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) *NO.26014 PROFESSIONAL07-0^-2-024 CRF MNF OEPF "Lot five (5) and additional land on West and South to give a total width of 64 feet and a uniform depth of 167 feet. Block thirteen (13 ), Division one (1) of the land of lessor in the City of Fairhope, Alabama as per its plat thereof filed for record Sept. 13, 1911, Misc. Book 1, Pages 320-21, Probate Records and Council actions Nov. 6, 1911 and Sept. 2, 1948; Frac’l Section 18, T6S, R2E, Baldwin County, Alabama.” WE, S.E. CIVIL, LLC, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF FAIRHOPE, ALABAMA, HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. TBM INV PIN □ © (R) = RECORD BEARING/DISTANCE CRS = CAPPED REBAR SET (SE CIVIL-CA1 167LS) TEMPORARY BENCH MARK INVERT PARCEL IDENTIFICATION NUMBER WOOD FENCE UNDERGROUND POWER LINE FIBER OPTIC LINE OVERHEAD POWER LINE GAS LINE SEWER MAIN UTILITY POLE GUY WIRE TELEPHONE PEDESTAL SEWER MANHOLE WATER METER GAS VALVE GAS METER SEWER SERVICE CONNECTION CABLE TELEVISION PEDESTAL ELECTRIC BOX OAK BEGINNING AT A ONE-HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5, BLOCK 13, DIVISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1, PAGE 320 AND PAGE 321, PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 39 SECONDS WEST, A DISTANCE OF 167.14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND; THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST, A DISTANCE OF 63.71 FEET TO A ONE-HALF INCH CAPPED REBAR SET (SE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE; THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 167.02 FEET TO A MAG NAIL WITH DISC SET (SE CIVIL) ON THE SOUTH RIGHT-OF-WAY LINE OF DE LA MARE AVENUE; THENCE RUN NORTH 89 DEGREES 38 MINUTES 56 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 63.96 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES, MORE OR LESS. CAPPED REBAR FOUND MAG NAIL FOUND OPEN END PIPE FOUND □ % : FRUFLOMUNAL ■ _ LAND / S.E. CIVIL, LLC DATE a o & DAVID E. DIEHL AL. P.L.S. NO. 26014, VRYE. SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEALP uu####”” ■RIM:121.3‘ INV:118.3‘ m; 000 LA N D I N G <3 NO O * 1 5 ‘ 2 7 " E 87 G 3 8 2 33 5 2 5 39 0 . §8 8 3 2 ON I O N I 1 K s [ S 0 0 ’ 2 0 ’ 3 9 ” W —2 0 6 8n 8 s s 8 $ 8 8 1 85 s g 67 . 0 ’ 58 . 0 ’ 16 7 . 1 4 ’ 16 7 ’ ( R ) —1 6 7 ‘ ( R ) 16 7 . 0 2 ’ §888 X X X X X X X X XXXX XXXXXXX XXXXXXXXXXXXX OH P OH P OH P SS SS SS SS SS SS SS SS SS FOL G G G G G UG E UG E UGE UG E UG E FFE:120.4 INV:119.0'RIM:120.82' 43"LIVE INV:115.6'RIM:120.2' OHP ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING CA N O P Y GRAVEL GRAVEL PARKING AREA GRAVEL TRASH CANS LANDING LANDING ST A I R S ST A I R S CO N C R E T E S L A B BA L C O N Y ( 2 N D S T O R Y ) BA L C O N Y (2 N D S T O R Y ) 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 ED G E O F P A V E M E N T 10 " M E T A L 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 CONCRETE ED G E O F P A V E M E N T ED G E O F P A V E M E N T CO N C R E T E G U T T E R CO N C R E T E G U T T E R BRICK 15"METAL 120 12 0 120 120 120 12 1 122 12 2 12 1 12 2 12 0 12 1 SI D E W A L K FO L FO L FO L FO L FO L FO L FOLFOLFOLFOL CANOP Y BRICK CONCRETE FLUME W W W W W W W TP TP TP 2 4 1 1 1 1 3 3 3 SAWCUT ASPHALT TO CREATE A CLEAN EDGE PRIOR TO DEMOLITION THE CONTRACTOR SHALL DOCUMENT THE EXISTING SCORE PATTERN AND CONCRETE COLOR INSTALL TREE PROTECTION FENCE SEE DETAIL SS SS SS SS SS SS SS SS SS SS SS SHEETD01 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N P L A N DEMOLITION NOTES TREE PROTECTION FENCE DEMOLITION LEGEND REMOVAL - FENCE/UTILITY/WALL REMOVAL - ASPHALT/CONCRETE/GRAVEL ASPHALT SAWCUT REMOVE PAVING AND BASE MATERIAL1 DEMOLITION SYMBOLS INSTALL PERIMETER SEDIMENT BARRIERS AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITHGOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS-CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND MAKE SAWCUTS AT AREAS WHERE PAVING IS TO REMAIN. CONCRETE SHOULD BE REMOVED 1. 2. 3. 4. 5. CARDBOARD. 6. 7. TO AN EXISTING JOINT. SCALE: NTS TREE PROTECTION FENCE TREE BARRICADE SHALL BE IN PLACE AT THEOUTER EDGE OF THE DRIP LINE OF THE TREEPRIOR TO ANY LANDSCAPE DISTURBANCE. STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUTTREE PROTECTIONAREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. NOTE: Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 TP TP REMOVE POWER POLE AND GUY WIRES, COORDINATE WITH UTILITY2 REMOVE FENCE, POSTS, AND CONCRETE3 REMOVE WALL AND FOUNDATION4 20241372 TLS 2/11/26 1"=10' 400 5 10 20 10 SCALE De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 OHP -------- \ X X \ww\ 0000000000000 0000008 RRsseeTH N }o i y J \i o yO o Nl I I 1l I II |l || I 1 NlRAAAAAR ___O_ •___________________ I O HI «03 I I I I I i 3 (2 22222 [ ] oI I / I A i N ||‘ I I I ■ I | J o I1 / I I I I I I I I / / / I I I I (()) g” 9. 0 0 0 0 CE N S AB A M 2 - 2 / 1 1 / 2 6 2 ‘m n XXX XXXXXXXXX FFE:120.4 43"LIVE ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING CA N O P Y S00°20'39"W 167.14' N00°15'27"E 167.02' LANDING LANDING ST A I R S ST A I R S BA L C O N Y ( 2 N D S T O R Y ) BA L C O N Y (2 N D S T O R Y ) N8 9 ° 3 8 ' 5 6 " E 6 3 . 9 6 ' 167'(R) 167'(R) 64 ' ( R ) S8 9 ° 4 5 ' 1 0 " W 6 3 . 7 1 ' DE L A M A R E A V E N U E 6 0 F T . R / W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 ED G E O F P A V E M E N T S8 8 ° 5 8 ' 5 1 " E 6 6 . 7 3 ' 20 . 0 1 ' 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 64 ' ( R ) CONCRETE ED G E O F P A V E M E N T ED G E O F P A V E M E N T CO N C R E T E G U T T E R CO N C R E T E G U T T E R BRICK SI D E W A L K CANOP Y BRICK FO U N T A I N LA N D S C A P E LA N D S C A P E LA N D S C A P E LA N D S C A P E LANDSCAPE PAVER COURTYARD IRON GATES BRICK WALL CONCRETE FLUME CONCRETE STEPPING STONES CONCRETE PAVING, THE CONTRACTOR IS TO DOCUMENT EXISTING CONCRETE SCORE PATTERN PRIOR TO DEMOLITION AND REPLICATE THE PATTERN AND COLOR. 18 ' LA N D S C A P E LA N D S C A P E 1" MILL & RESURFACE ASPHALT ASPHALT PAVING SEE DETAIL CONCRETE SIDEWALK SEE DETAIL PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR: UNIT A - 1,860 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2,065 SF (RESIDENTIAL) UNIT C - 2,065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 6 VEHICLE CARPORT FFE=121.65 GARBAGE CAN STORAGE AREA CAN SIZE DEPICTED IS FAIRHOPE'S LARGER ROLL OUT 2' LOCATION OF WHERE GARBAGE CANS WILL BE ROLLED TO ON GARBAGE COLLECTION DAYS LOCATION OF WHERE GARBAGE CANS WILL BE ROLLED TO ON GARBAGE COLLECTION DAYS 21 ' 30'30' 22 . 5 ' IF A TENANT DESIRES RECYCLING, THE BINS WILL BE STORED IN THIS AREA. SINCE RECYCLING AND GARBAGE COLLECTION OCCURS ON OPPOSITE DAYS, THE BINS WILL BE CARRIED TO THE SAME AREA AS THE CANS ON RECYCLING DAYS CONCRETE PAVING (SEE DETAIL)SAWCUT ASPHALT TO CREATE A CLEAN EDGE EXTEND EXISTING FLUME 20 ' SHEETC01 20241372 TLSDRAWN DATE SCALE JOB No.2/11/26 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call SI T E P L A N CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK.THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED B-2 (CBD). NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BESTORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE PREVENTION CODE, LATEST EDITION. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS.NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THEENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE = 0.24 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. PROPOSEDEXISTING SITE PLAN LEGEND VALLEY GUTTER ASPHALT PAVING CONCRETE PAVING MILL & RESURFACE EDGE OF PAVEMENT CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS18.OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.19. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED20. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN21. COMPLETED. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR STAIR DETAILS.22. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 PARKING DATA TOTAL REQUIRED (1 SPACE/RES. UNIT) = PARKING REQUIREMENT SPACES 5 BUILDING (UNDER ROOF) SITE ANALYSIS 7,971 SF SITE ACREAGE (PROPOSED) ±0.245 AC BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 0 FT 0 FT 0 FT 40' BUILDING HEIGHT 40'-0" PROVIDED PARKING 6 SPACES REQUIRED PARKING 5 SPACES (SEE PARKING DATA) MAX. GROUND COVERAGE RATIO:N/A JURISDICTION C.O. FAIRHOPE PERVIOUS AREA 0.024 AC (9.80%) IMPERVIOUS AREA 0.221 AC (90.20%) REQUIRED: PROPERTY AREA LAND USAGE --0.245 ACRES BUILDING AREA (UNDER ROOF)74.69%0.183 ACRES IMPERVIOUS PAVING 0.038 ACRES DESCRIPTION % OF PROPERTY AREAAREA 15.51% GRASSED/LANDSCAPED AREA 0.024 ACRES 9.80% ZONING B-2 (CBD) TOTAL PROVIDED =6 PROPOSED BUILDING COVERAGE 7,971 SF (74.69%) \www 0000000000000 0000006, ••T IV aEE= •DDDDDOOL J r r7LJ L+-i +— I iAx Ax k e [I] x: J1 23r X Nt ‘YVV.■ ‘A y'T ■ . X. s . I i 111 IV — N2 =O I 1\ ■ I 1. N V Y. t) V I - 1 4 V \. • \ V./A \\ V Y 0 ] ] [ [ [ L [ [ e "m n y ‘02- 2 / 1 1 / 2 6 S B Oa e e CE N S AA I I I I I I I / / ) CA B A M , XXX XXXXXXXXX FFE:120.4 INV:120.2' RIM:121.4' INV:119.0'RIM:120.82' 43"LIVE ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING CA N O P Y LANDING LANDING ST A I R S ST A I R S BA L C O N Y ( 2 N D S T O R Y ) BA L C O N Y (2 N D S T O R Y ) DE L A M A R E A V E N U E 6 0 F T . R / W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 ED G E O F P A V E M E N T 10 " M E T A L 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 CONCRETE ED G E O F P A V E M E N T ED G E O F P A V E M E N T CO N C R E T E G U T T E R CO N C R E T E G U T T E R BRICK 15"METAL 120 12 0 120 120 120 12 1 122 12 2 12 1 12 2 12 0 12 1 SI D E W A L K CANOP Y BRICK 120.40 120.40 120.40 120.40 120.40 120.40 120.24 120.21 + 12 0 . 0 3 120.15 120.13 120.10 122.60 120.35 120.27 122.25 120.31 120.23 120.13 120.23 CONCRETE FLUME S S S S S S 121.55121.00 + 12 1 . 3 0 + 12 1 . 5 5 + 12 1 . 5 5 + 12 1 . 5 9 120.15 121.40 121.57 121.57 121.57 121.57 120.35 122.75 121.65 121.63 14 LF 8" PVC ROOF DRAIN @ 1.0% TIE ROOF DRAIN TO EX. INLET 48 LF 8" PVC ROOF DRAIN @ 1.0% JB#A1 RIM=121.65 INV=119.25 8" 8" 8" 121.24 121.59 121.51 121.90122.04 121.55 PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR: UNIT A - 1,860 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2,065 SF (RESIDENTIAL) UNIT C - 2,065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 6 VEHICLE CARPORT FFE=121.65 SHEETC02 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call GR A D I N G & D R A I N A G E P L A N SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THE BUILDING PAD. 20. FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X (UNSHADED). PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OFSTRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. JUNCTION BOX = RIM; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE ENDOF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 18. 19. HDPE, ADS N12 PIPE PER SPECIFICATIONS. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.21. PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX HIGH POINT HP TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN UD X" MITERED END SECTION (MES) PVC, SCH. 40 PIPE PER SPECIFICATIONS. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20241372 TLS 2/11/26 1"=10' 400 5 10 20 10 SCALE De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 ‘m m y SL A R K C 22 2 / 1 1 / 2 6 $ 2 Oo i e e CE N S AB A M N+ | l I • == = 4 ( 0 ] // / / / / / / / / 7 7 / / / 7 / 7 7 I I • I 7 T 2- I () (0 ) 3 •• N III ) ! i T a m p i T T T T T T T X Ol T T m u . . . T T p V I HI wM J i l B I « J ) II 11 I L( I I I I I I 2 r 1 \ \ \ \ \ V V \\ 27 0 7 7 7 7 7 7 m m XXX XXXXXXXXX FFE:120.4 INV:120.2' RIM:121.4' INV:119.0'RIM:120.82' 43"LIVE ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING CA N O P Y LANDING LANDING ST A I R S ST A I R S BA L C O N Y ( 2 N D S T O R Y ) BA L C O N Y (2 N D S T O R Y ) DE L A M A R E A V E N U E 6 0 F T . R / W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 ED G E O F P A V E M E N T 10 " M E T A L 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 CONCRETE ED G E O F P A V E M E N T ED G E O F P A V E M E N T CO N C R E T E G U T T E R CO N C R E T E G U T T E R BRICK 15"METAL 120 12 0 120 120 120 12 1 122 12 2 12 1 12 2 12 0 12 1 SI D E W A L K CANOP Y BRICK CONCRETE FLUME PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR: UNIT A - 1,860 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2,065 SF (RESIDENTIAL) UNIT C - 2,065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 SB CEP X X X X X X X X X X X X X X X X XXXXXXXXXX X SB SB PLACE WATTLE AROUND DROP INLET X X X TS PS MU TS MU 6 VEHICLE CARPORT FFE=121.65 SHEETC03 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FORTHE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6.IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS.IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID WEBB, QCI 251-990-6566. AREA TO BE DISTURBED = 0.15 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18.DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL ORTREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUTTHE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. 24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, AND CONSTRUCTION EXIT. INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 4.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. CONSTRUCT BUILDING AND INSTALL UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. INSTALL STONE BASE.3. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS. STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING. 4. USDA SOIL SURVEY CLASSIFICATIONS ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS 25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 27. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT. MaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG CSEDIMENT EXIT PAD BARRIER CEP SB LEGEND: CONSTRUCTION TEMPORARY PERMANENT MULCHING SEEDING SEEDING MU TS PS 20241372 TLS 2/11/26 1"=10' 400 5 10 20 10 SCALE De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I dlii..IIII&X ] I ] D |I II0 IK*- IIJf□- )1 POO( ) 21 I I IIT. ulill I I I I I I I O o O o A I I I I I I I I I I S o A II II _Kwwwwwwwwwwwww ()--------------------- I ) / I I __ I I I I I I I I / / / / / OOOA —— I I - ft Q E WWWWWW WWWWWW 3I------no: / / I I I I I stl' 3 I I II |I | CE N S AB A M 3 - 2 / 1 1 / 2 6 P s9 e d ‘n f l XXX XXXXXXXXX SS SS SS SS SS SS SS SS SS FOL G G G G G UG E UG E UGE UG E UG E FFE:120.4 INV:120.2' RIM:121.4' INV:119.0'RIM:120.82' 43"LIVE INV:115.6'RIM:120.2' ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING CA N O P Y LANDING LANDING ST A I R S ST A I R S BA L C O N Y ( 2 N D S T O R Y ) BA L C O N Y (2 N D S T O R Y ) DE L A M A R E A V E N U E 6 0 F T . R / W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 ED G E O F P A V E M E N T 10 " M E T A L 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 CONCRETE ED G E O F P A V E M E N T ED G E O F P A V E M E N T CO N C R E T E G U T T E R CO N C R E T E G U T T E R BRICK 15"METAL 120 12 0 120 120 120 12 1 122 12 2 12 1 12 2 12 0 12 1 SI D E W A L K FO L FO L FO L FO L FO L FO L FOLFOLFOLFOL CANOP Y BRICK CONCRETE FLUME W W W W W W W W W W W W W W W WEXISTING SEWER LINE. CONTRACTOR TO VERIFY THE SEWER LINE SIX INCHES. IF IT IS NOT, THE CONTRACTOR WILL NEED TO REPLACE THE EXISTING SEWER WITH A 6" LINE ALL THE WAY BACK TO THE MAIN. NO LATERAL CONNECTIONS TO THE SANITARY SEWER MANHOLES ARE PERMITTED. C.O. W W W W W W W 6" DIP WATER MAIN TAP EXISTING WATER MAIN W/ TAP, SADDLE, & VALVE 6" - 45° BEND W/ MEGALUGS TRANSFORMER PAD ELECTRICAL PANELS GAS METER 3'X5' ELECTRICAL BOX BY UTILITY FIRE RISER ROOM BACKFLOW TO BE LOCATED ON THE RISER 6" TEE W/ MEGALUGS FIRE HYDRANT ASSEMBLY SEE DETAIL 6" - 45° BEND W/ MEGALUGS THREE (3) - 3/4" WATER SERVICES INSTALL FDC WWW PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR: UNIT A - 1,860 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2,065 SF (RESIDENTIAL) UNIT C - 2,065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 6 VEHICLE CARPORT FFE=121.65 TIE TO EXISTING SEWER HVAC UNIT ON ROOFTOP TERRACE, SCREENED BY PARAPET WALL SS SS SS SS SS SS SS SS SS SS SS SHEETC04 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 9. 10. 11. 12. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 13. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. 14. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING,CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILESTRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TOFITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. 6. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241.PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI, SDR 21 OR HEAVIER. WATER MAINS 4"-12" SHALL BE DUCTILE IRON. 7. 8. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 15. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUMOF 2 HOURS. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20241372 TLS 2/11/26 1"=10' 400 5 10 20 10 SCALE De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 VALVE WATER METER EXISTING G FIRE HYDRANT ASSEMBLY WATER UNDERGROUND ELECTRIC GAS PROPOSED G OHP OVERHEAD POWER OHP WW WW UTILITY PLAN LEGEND CLEANOUT C.O. SS SANITARY SEWER SS UGE UGE FIBER OPTIC LINEFOL FOL 000000000000000000000 000000000000000000000008 Ts773 CAN.v 1I•N□ |I111e0 jo DI J L// I IP 1 ; 8 । W T i/ I / •OHP ---------- r । r। s 1 —n ) I I / L (0) g I I I II ulill I / I / I I I / / / It I0 % N □ 6Y0 N □ CE N S AB A M 2 - 2 / 1 1 / 2 6 $P s9 e d ‘n f l SHEETC05 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20241372 TLS 2/11/26 N.T.S. NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE-EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSIONJOINT FILLER ADJACENT TO ALL STRUCTURES OROTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINALJOINT TRANSVERSE JOINT ISOLATION JOINT SEENOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR#5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C.14" LENGTH, LIGHTLY GREASESMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEALSAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT NOTE: SEE DETAIL FOR JOINTS 7" - 4,000 PSI CONCRETE (MIN. 550 PSI FLEXURAL STRENGTH) SCALE: NTS CONCRETE PAVEMENT DETAIL WELDED WIREMESH (TYP.)2" ABOVESUBGRADE COMPACTED SUBGRADE (95% STANDARD DENSITY) De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 SCALE: NTS ASPHALTIC CEMENT PAVEMENT DETAIL ALDOT SECTION 401 PRIME COAT 1.5" - ALDOT SECTION 424A, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE EXISTING BASE MATERIAL UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO ASSHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGEOF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTS FABRIC (WOVENWIRE FENCEBACKING) 15' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 6" MIN.20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 20' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 2'-0" JUNCTION BOX FRAME AND COVER 24"Ø HEAVY DUTY COVER NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6" BETWEEN PIPES. SCALE: NTS JUNCTION BOX (JB) DETAIL TO CREATE A WATER TIGHT SEAL PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASTM C913 REINFORCED CONCRETE COLLARS AS NEEDED FLEXIBLE JOINT SEALANT - TO FILL AT LEAST 75% OF JOINT CAVITY SET FRAME IN FULL BED OF MORTAR 6"3'-0" MIN. 8"MIN REINFORCED TO MEET H-20 LOADING OUTSIDE OF PIPE +2" CLEARANCE MIN. 0.14 SQ. IN. STEEL PER VERTICAL FOOT, PLACEDACCORDING TO ASTM C913SPECIFICATIONS STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS 3" CLEAR MORTAR ALL JOINTS IMPRINTED WITH "STORM" AGGREGATE FOUNDATION 6" COMPACTED GRADED 2 T 1a I dai I TTee —72 — z X14:2; k22”z27eenartena" . 1. : ..44. e ■' 2 —A T 1 H = —i P L — a ‘m m y SL A R K C 2- 2 / 1 1 / 2 6 S P C %a i e e d SC E N S AB A M (I I l ’ I I I / / / [ X E) 7 [ N ET N 1 I -* I 4 ] SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE(LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY SHEETC06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20241372 TLS 2/11/26 N.T.S. SCALE: NTS FIRE RISER STUB DETAIL REFER TO FIRE PROTECTION DRAWING NOTE: FOR EXACT LOCATION OF RISER ASSEMBLY WA L L DIP, TARRED AND WRAPPED, PER NFPA #24 FINISHED GRADE MJ 90 ELBOW (1/4 BEND) MEGALUG OR EQUAL 30" MIN CLEAR DIP, TARRED AND WRAPPED, PER NFPA #24 THRUST BLOCK PER NFPA #24 TO UNDISTURBED SOIL 2" MIN. TIE RODS PER NFPA #24 SLEEVE THROUGH FLOOR. SIZETO PROVIDE 2" CLEAR SPACE AROUND PIPE AND FILL WITHUSG THERMAFIBER SAFINGINSULATION (TYPICAL) RISER ASSEMBLY CONTRACTORBY SPRINKLER CONTRACTOR BY SITE 6" AFF. FLOOR TO BACKFLOW PREVENTER De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 TYPICAL HYDRANT AND VALVE SCALE: NTS 25' MAX.10' MIN. MI N . C O V E R UNDISTURBED MATERIAL BACKING AGAINST CLASS "C" CONC. AS REQUIRED ROTATE HYDRANT BOX AND COVER ADJUSTABLE VALVE M.J. FITTINGS (TYP) 6" GATE VALVE TEE MAIN WATER (1 EACH SIDE) 2 TIE RODS (TYP) GRAVEL BEDDING DRAIN HOLES AT LEAST 6" ABOVE RUN GRAVEL TO STONE OR BANK 1/2" TO 1" CRUSHED PROVIDE 7 CU. FT. UNDISTURBED MATERIAL BACKING AGAINST CLASS "C" CONC. UNDISTURBED EARTH FINISH GRADE TO GRADE AS REQUIRED HYDRANT TO BE ADJUSTED TO BE MUELLER CENTURIAN FIRE HYDRANT ASSEMBLY THREE WAY, 5 1-4" VALVE 3' - 0 " OPENING, A-423 PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1 TOFEB. 15 FEB. 16 TOAUG. 31 SEPT. 1 TONOV. 30 DEC. 1 TODEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE &NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS)SUBJECT TO BLOWING STRAW ALONE (NO SEED)2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL 7 ‘m m y SL A R K L 2- 2 / 1 1 / 2 6 SP C %a i e e d SC E N S AB A M (I l l ’ I I I / / / 7 [ r 4 08 1 I © Os 0%00 V: PVC WATER BEDDING SCALE: NTS OF PIPESPRING LINE 6" LAYERS COMPACTED BEDDING, IF REQ'D. PIPE 12"12" 8" M I N . 3' M I N . CO V E R 12 " TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 90% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 95% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 100% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X . D I M E N S I O N ) , GR A V E L O R S A N D CLASS 1B MATERIAL, MAX. MAXMAX (SEE PLAN FOR SIZE AND LOCATION) 8" 3,000 P.S.I. CONCRETE CAST IRON VALVE BOX (SCREW TYPE) 2 CU. FT. OF STONE WATER MAIN GATE VALVE NRS FINISHED GRADE 8" 8" SCALE: NTS VALVE BOX SETTING PIPE REQ'D. MIN. 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MIX 429) EXISTING ASPHALT PAVEMENT EXISTING BASE COURSE REQ'D. SS1 OR SS1h TACK COAT 1'1' REQ'D: SAW CUT (TYP. ) BACKFILL MATERIAL MIN.MIN.MIN.MIN. TRENCH WEARING SURFACE 1' BASE MATERIAL 1' REQ'D. 6 INCH MIN. THICKNESS OF BASE MATERIAL PAVEMENT PATCH SCALE: NTS SHEETC07 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20241372 TLS 2/11/26 N.T.S. De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 SANITARY SEWER PVC PIPE BEDDING SCALE: NTS OF PIPE SPRING LINE LAYERS COMPACTED BEDDING, MAX. 6", MAIN 8"8" 6" M I N . 1' TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 85% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 85% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 95% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X . D I M E N S I O N ) , GR A V E L O R S A N D 3' M I N . CO V E R [I560612S 4I1222 =4.477252225551555 j WATER METER MATERIAL SCHEDULE 1. ■3 2. —?T?”??P-=T%-%%?%% 30“ MIN. COVER 3.XKAKI WATER MAIN ELEVATION VIEW NTS. WATER DETAILS TYPICAL WATER SERVICE METER DETAILe” SHEET NO. W-1 CITY OF FAIRHOPE DATE ISSUED 12-07-20 Q LL. METER BOX AND COVER BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP. CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON INLET AS SPECIFIED BY AWWA C800, AND COPPER TUBING SIZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND “365" DEGREE VALVE OPERATION WITH NO STOPS. 2",1" AND, 2" SERVICES SHALL BE TYPE K COPPER TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS)____________________ CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700. A. - CORPORATION STOP - FORD BALLCORP FB1000 (SEE NOTE NO. 2) QU S > O SERVICE SADDLE: ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) 2%, soli SCUE IIO20 (UOL —O—Q K09O ‘m m y WB 2 - 2 / 1 1 / 2 6 $ A C Sh i t e a AB A M (l l ’ I I I / / / ye k o o s e k Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. T1.1 Title 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Site Plan Review January 22, 2026 De La Mare Phase 2 A New Residential Development Fairhope, AL artist's depiction- not for construction reference "I I | I l i iN iN i ni ij i i i i WI I I I I I I I I I li i i i i i i i m I! ! ! ! ! ! ! ] j l i l i l l * ■ll I I I I I I I 3 — |iN m II I ll i l l l i i i i n l i i i i i i i i i i i i i i 1 1 1T A ii i i j i i i ii i i i W ti j i j i Il i i l NI I ii j NI I il ii i i ii i Mi l il II I il l jj i N TX il !\ ii HI il ii ' ll ii i ii ii i ii i ii ii i ii i ii i W ir i ! II I I ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii j Ni IN II I | | mI T F D I Dm •E E Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. C1.1 Survey of Record 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS TV TV 1/2"CRF TBM-1/2"CRS E FF E : 1 2 0 . 4 GM GM INV:120.2' RIM:121.4' INV:119.0' RIM:120.82' INV:118.3'RIM:121.3' GVGV MNF W/ MNS W/SHINER 43"LIVE 1/2"OEPF PKNF(MOORE) 1/2"RBF 1/2"RBF S INV:115.6' RIM:120.2' T WWWWWW ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING DRIPLINE DRIP LIN E GRAVEL GRAVEL PARKING AREA GRASS GRASS 1/2"CRS (SE CIVIL) SHINER GRAVEL TR A S H C A N S (SAWGRASS) S00°20'3 9"W 1 67.1 4' N0 0 °1 5 '2 7 " E 1 6 7 .0 2' (SE CIVIL) LA ND I N G LA NDI N G STAIRSSTAIRS 2'-2 1/2"' (MOORE) CONCRETE SLAB 11.2 ' 12.6'39.8' 67 . 0 ' 58 . 0 ' 25.0'7.8'7.8'11.7'7.7' BALCONY (2ND STORY)BALCONY (2ND STORY) N89°38'56"E 63.96' 167 '( R ) 167 '( R ) 64'(R) S89°45'10"W 63.71' DE LA MARE AVENUE 60 FT. R/W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BE R N H A R D T L A N E CO N C R E T E ED G E O F P A V E ME N T ED G E O F P A V E M E N T 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532EDGE OF PAVEMENT N:189962.859' E:1841332.937' EL:121.68'S88°58'51"E 66.73' 10"METAL 20.01' 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 64'(R) CO N C R E T E EDGE OF PAVEMENT EDGE OF PAVEMENT CONCRETE GUTTER CONCRETE GUTTER BR I C K 15"M ET A L 57 . 6 ' 61.5' 65 . 2 ' 120 120 12 0 120 120 121 122 122 121 122 120 121 N 00 20 40 20 SCALE 10 POINT OF BEGINNING SIDEWALK * I —T I 1 I I 1OT f O / A XX I I i i i 4 i i ! i d ! i 0 8 16 32 64Ft Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. C1.2 Architectural Site Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Architectural Site Plan 1/8"=1'-0" 1 C1.2 TV TV 1/ 2 " C R F TB M - 1 / 2 " C R S E FFE:120.4 GM GM IN V : 1 2 0 . 2 ' RI M : 1 2 1 . 4 ' IN V : 1 1 9 . 0 ' RI M : 1 2 0 . 8 2 ' RI M : 1 2 1 . 3 ' GV GV MN F W / MN S W / S H I N E R 43 " L I V E 1/ 2 " O E P F PK N F ( M O O R E ) 1/ 2 " R B F SIN V : 1 1 5 . 6 ' RI M : 1 2 0 . 2 ' T W W WW WW ON E S T O R Y M E T A L B U I L D I N G ON E S T O R Y H A R D I E BO A R D B U I L D I N G TW O S T O R Y B R I C K / S T U C C O B U I L D I N G DRIP LIN E DRIPLINE GR A V E L GR A V E L P A R K I N G A R E A GR A S S GR A S S 1/ 2 " C R S (S E C I V I L ) SH I N E R GR A V E L TRASH CANS (S A W G R A S S ) S00°20'39"W 167.14' N00°15'27"E 167.02' (S E C I V I L ) STAIR S STAIRS 2'- 2 1/2"' (M O O R E ) CONCRETE S LAB 11.2' 12.6 ' 39.8 ' 67.0' 58.0' 25.0 ' 7.8 ' 7.8' 11.7 ' 7.7 ' BALCONY ( 2 ND S TORY) BALCONY (2 ND S TORY) N89°38'5 6"E 63.96' 167'(R) 167'(R) 64'( R) S8 9 ° 4 5 ' 1 0 " W 6 3 . 7 1 ' DE L A M AR E A V E N U E 6 0 F T . R / W 05 - 4 6 - 0 3 - 3 7 - 0 - 6 0 2 - 0 0 3 . 5 0 6 PI N : 6 4 9 2 0 FS T A N D B R U N S O N , R I C H A R D HE N R Y E T U X A L L I S O N A N D L I N V I L L E 19 2 2 9 S C E N I C H W Y 9 8 FA I R H O P E A L 3 6 5 3 2 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05 - 4 6 - 0 3 - 3 7 - 0 - 0 0 6 - 0 4 4 . 0 0 1 PI N : 1 4 6 4 6 FS T A N D P A R K I N G A U T H O R I T Y / C I T Y OF F A I R H O P E A N D R H O P E , A L A B A M A 33 6 F A I R H O P E A V E FA I R H O P E A L 3 6 5 3 2 ED GE OF PA VE M EN T N: 1 8 9 9 6 2 . 8 5 9 ' E: 1 8 4 1 3 3 2 . 9 3 7 ' EL : 1 2 1 . 6 8 ' S88°58'5 1"E 66.7 3' 10 " M E T A L 20.01' 05 - 4 6 - 0 3 - 3 7 - 0 - 0 0 6 - 0 4 3 . 5 0 1 PI N : 1 4 3 5 8 FS T A N D H A T F I E L D B A L D W I N L L C P O B O X 1 6 6 2 FA I R H O P E A L 3 6 5 3 3 64'( R) CONCRETE EDGE O F P AVEMENT CONCRETE G UTTER BRICK 15"METAL 57.6' 61.5 ' 65.2'120 12 0 120 120 120 12 1 122 122 12 1 122 120 121 N PO I N T O F BE G I N N I N G SIDEWALK up up X I V X Le 71 □ I 8) 4 2 [ /55 =a 50 6 i । । i i । i ( N € ! /! i i Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A1 First Floor Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft First Floor 1/4"=1'-0" 1 A1 TV E 43 " L I V E T TRASH CANS 10 " M E T A L 122 12 2 12 2 12 0 12 1 Bed Cl Bath Wet Bar DiningLiving 1,881 sf Utility HVAC Ki t c h e n Be d Cl Ba t h DE L L A M A R E P H A S E 2 Fa i r h o p e , A L NO R T H NOTES: 1. BASE SURVEY PROVIDED BY WALCOTT ADAMS VERNEUILLE 2. LOCATION OF STRUCTURES, HARDSCAPE, AND EXISTING VEGETATION SHALL BE FIELD VERIFIED. 3. VERIFY ALL LAYOUT AND DIMENSIONS IN FIELD. 4. PLANT COUNTS ARE FOR CONVENIENCE ONLY. FIELD VERIFY ACCORDINGLY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE. 6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS. 7. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN DRAWINGS OR FIELD CONDITIONS. 8. REFER TO ARCH. / CIVIL FOR ALL UTILITIES, GRADING, DRAINAGE, & HARDSCAPE. Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. PLAN L-1.1 LANDSCAPE 0 SCALE: feet 4812 1/4" = 1'-0" up Existing Building Renovated Courtyard New Building 10' Tall Brick Wall 11'-4" Tall Brick Wall with Arched Opening Pr 3'x8' Iron Gates New Paver Courtyard Br i c k S t e p Br i c k L a n d i n g Landscape La n d s c a p e Existing Stair New Brick Landing Fo u n t a i n New Paver Courtyard New Steel Stair w/ Concrete Treads & Iron Railings Landscape Landscape Existing Stair Existing Stair Br i c k S t e p Concrete Stepping Stones Brick Porch Steel Pipe Columns with Decorative Base & Capital New Steel Stair w/ Concrete Treads & Iron Railings New Steel Stair w/ Concrete Treads & Iron Railings 10'-10"28'-0" Carport 14 ' - 6 " 4' - 4 " 7' - 4 " 25 ' - 4 " 7' - 4 " WHITE BOX for Future Office Tenant Gas LanternGas Lantern 8'-6" Fire Riser Rough In for Plumbing in This Area for Future Teant Restroom Stained Wood Ceiling Concrete Floor Ptd Gp Bd Ceiling Rough In for Plumbing in This Area for Future Teant Restroom Electrical Transformer El e c t r i c a l M e t e r Ga s M e t e r 2'-4"1'-8" / ( —©i Y ±/G O -770J () V\ \V // IIIIIIIHIIIIIIIIIIIIIIIIIIIIII — 77711777 --- 7J == \ \ V \ A V 22——4 — asy?777)0 / ) (77))> ) 4 1 i XX SS P “l l l i i i E J ) \ n nu l l De II I m 1 — _T Wl l U R .. . . . . . . . . . . . . . . . . . . T W 5 Y I M7 / 7 0 n 5 2 7 k = AA N I ( - / i s ' JK L L H i a -- - = = = = = = / m // / / / / s /, 7/ 7 7 . A uH l f F T I 1 S I I I J __ = CC D ) Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A2 Second Floor Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft Second Floor 1/4"=1'-0" 1 A2 Glass door Glass door New Steel Stair w/ Concrete Treads & Iron Railings Steel Pipe Columns with Decorative Base & Capital Wet Bar Living Utility Master Bed Kitchen 3'x5' Shower Ref Ice 36" Gas Range DW 4'x8' Island Sink Quartz Countertops Stained Island Painted Base & Uppers Painted Cabinets Marble Counter Carpet Floor Ptd Gyp Bd Wall & Ceiling Tile Floor Ptd Gyp Bd Wall & Ceiling Engineer Wood Floor Ptd Gyp Bd Wall & Ceiling (Vaulted) Master Cl Master Cl Dressing Hall Master Bath Toilet Up Stack W/D Carpet Floor Ptd Gyp Bd Wall & Ceiling Porch UNIT B Stained Wood Ceiling Stained Wood Ceiling TV TV Linen Linen Line of balcony above Stained Concrete Floor Stained Wood Ceiling Roof Top Terrace 20 ' - 0 " 6' - 0 " 20 ' - 0 " 6' - 0 " 14'-6"6'-8"10'-8"10'-8"8'-0"20'-3"8'-9"5'-3" Wet Bar Living Utility Master Bed Kitchen 3'x5' Shower Ref Ice 36" Gas Range DW 4'x8' Island Sink Quartz Countertops Stained Island Painted Base & Uppers Painted Cabinets Marble Counter Carpet Floor Ptd Gyp Bd Wall & CeilingTile Floor Ptd Gyp Bd Wall & CeilingEngineer Wood Floor Ptd Gyp Bd Wall & Ceiling (Vaulted) Master Cl Master Cl Dressing HallMaster Bath Toilet Up Stack W/D Carpet Floor Ptd Gyp Bd Wall & Ceiling Porch UNIT C Stained Wood Ceiling Stained Wood Ceiling TV TV Linen Linen Line of balcony above Stained Concrete Floor Stained Wood Ceiling Balcony Balcony New Steel Stair w/ Concrete Treads & Iron Railings New Steel Stair w/ Concrete Treads & Iron Railings Metal Roof 9' Ceiling 9' Ceiling 10' Ceiling 10' Ceiling 9' Ceiling 9' Ceiling 10' Ceiling 10' Ceiling Drawers and Stone Counter Drawers and Stone Counter 6' - 2 " 3' - 4 " 4' - 6 " HVAC HVAC HVAC I I I I I I I I I I I I I I l; ................L XX 6 0D @ J —E E ■M B B 1 + 1 11 . . I I I I I I I I ; I I i T 1 Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A3 Third Floor Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft Third Floor 1/4"=1'-0" 1 A3 Utility Bedroom 3'x5' Tub/ Shower w/ Tile Surround WH Carpet Floor Ptd Gyp Bd Wall & Ceiling Tile Floor Ptd Gyp Bd Wall & Ceiling Closet Bath Open to Below Toilet Dn Carpet Floor Ptd Gyp Bd Wall & Ceiling UNIT B TV UNIT C Exhaust chase - verify exact dimensions with equipment floor slope to follow stair slope Study Mech 1/2 Bath 10' Ceiling Sloped Ceiling Wood Floor Ptd Gyp Bd Wall & Ceiling Wo o d S t e p Utility Bedroom 3'x5' Tub/ Shower w/ Tile Surround WH Carpet Floor Ptd Gyp Bd Wall & Ceiling Tile Floor Ptd Gyp Bd Wall & Ceiling Closet Bath Open to Below Toilet Dn Carpet Floor Ptd Gyp Bd Wall & Ceiling TV Exhaust chase - verify exact dimensions with equipment floor slope to follow stair slope Study Mech 1/2 Bath 10' Ceiling Sloped Ceiling Wood Floor Ptd Gyp Bd Wall & Ceiling Wo o d S t e p 20 ' - 0 " 14'-6"9'-9"5'-11 1/2"10'-5 1/2" 15 ' - 6 " 20 ' - 0 " N 0r3 a @ □ — = Tl 0 XX @ __ Mr it BEVOLO BEVOLO Pr 3'0x5'0 Casement2'2x4'2 Casement 2'2x4'2 Casement (3) 2'6x5'4 Casement 3'0 Round 1'2x2'0 Fixed Cement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Metal Roof Steel Columns with Decoartive Base & Capital Decorative Metal Railing Garage Doors?Garage Doors?Garage Doors?Garage Doors? 12 10 12 4 12 4 Brick WallIron Gates (Pr 3'0x7'4) Bevolo Gas Lanterns 1' - 4 " 1' - 6 " 8' - 3 " 3' - 3 " 12 10 12 10 Low Slope Roof Beyond Roof Beyond Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A4 Exterior Elevations 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Front (North) Elvation 1/4"=1'-0" 1 A4 Pr 3'0x5'0 Casement 2'2x4'2 Casement Cement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Pr 3'0x5'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement Metal Roof 3'0x6'0 Casement3'0x6'0 Casement Cement Based StuccoSteel Columns with Decoartive Base & Capital Decorative Metal Railing Steel Columns with Decoartive Base & Capital Fountain with Cast Stone Details 12 10 12 4 12 4 12 4 12 10 Alley Side (West) Elevation 1/4"=1'-0" 2 A4 iii iiii T I |iE7iMmmmi“] — ===== ===================== =[ ====== il—; —• TTIIIIIII [ TTTIIIT771 I--- —[ ===== JHI T I Ur 11 ■ ■ ■ D=t L s E / T I ■Bl±1 XX III I I I □ I e Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A5 Exterior Elevations 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Pr 3'0x5'0 Casement 2'2x4'2 Casement 2'2x4'2 Casement (3) 2'6x5'4 Casement 3'0 Round 1'2x2'0 Fixed Cement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Metal Roof Steel Columns with Decoartive Base & Capital Decorative Metal Railing 12 10 12 4 12 4 12 10 12 3.5 Low Slope Roof Beyond Roof Beyond Pr 3'0x5'0 Casement Pr 3'0x5'0 Casement Cement Based Stucco 3'0x5'0 Casement 2'2x5'0 CasementCement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Parapet Cement Based Stucco 12 10 12 4 12 4 12 10 2'2x5'0 Casement 2'2x4'6 Casement 2'2x4'6 Casement 2'2x5'0 Casement 2'2x5'0 Casement 2'2x4'6 Casement 2'2x4'6 Casement Pr 3'0x5'0 Casement Pr 3'0x5'0 Casement 3'0x5'0 Casement 3'0x5'0 Casement Rear (South) Elevation 1/4"=1'-0" 1 A5 East Floor 1/4"=1'-0" 2 A5 7 | ll A ‘N N l- ♦ U. . . . . . . . . . I i 1 1 NI l i N i i i M i H i i i i 1 M i i N| | i N i i f i i T il i !| i i l i 11i i i i 11 i i i i i i i i i i i i i i 11 i i i i i i i i i i 11 i i J TI T i i i i i i i i i i i i i! 1 j 'i i i i i i i i i ii i i i i i i i ii i i i i i i i ii i i i i ii i ii i i i i ii i ii i i i i ii i i i i i i i ii i i i i ii i il i l !! 1!ii !!1! ।! i^ H'!1 1 !1 1 1i 1 1i 1 1 !1 1 1 !1 1 !1 1 1i 1 1 !1 1 !! H । ■ Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A6 Building Section 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Garage Bedroom Bedroom Bedroom Bedroom White Box Space ClosetCloset 16" Insuldeck Concrete Slab 12" Insuldeck Concrete Slab 4" Concrete Slab on Grade 4" Concrete Slab on Grade 8" CMU WallFace Brick 8" CMU Wall 6" Fire Treated Wood Studs OR 6" Metal Studs Fire treated Rim Board 4" Wood Studs 2x Furring on CMU 2x8 Roof System (Not Treated)2x8 Ceiling Joists 2x12 Roof System (Not Treated) Cut to 2x10 to provide slope Conventional 3 Coat Stucco on Felt Back Lathe Fire Treated Plywood Sheathing with Fluid Applied Vapor Barrier Asphalt Shingles on Synthetic Underlayment Low Slope Roof System. SBS Roof Prefered Decorative Wood Facia 16" I-Joist Floor System OR Heavy Gauge Metal Studs 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 122.5 - 1st Floor FFE 121.67 - Average Grade @ Site 40 ' - 0 " Ma x B u i l d i n g H e i g h t 37 ' - 1 1 " To p o f L o w S l o p e R o o f 133.83 - 2nd Floor FFE White Box Space - /1 XX CDCivil •"pp Engineering & Surveying January 20, 2026 Re:De La Mare Phase 2 - Fire Flow Dear Hunter: Below are previous results from fire flow data for the hydrant located on Section Street: As you can see, there is adequate fire flow available. If you have any questions, please let me know. Sind % 7 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Larry Smith, PE lsmith@secivileng.com : * y Static: 53 psi Residual: 51 psi Pitot: 37.5 psi Observed Flow: 1,015 gpm Calculated Flow at 20 psi: 4,612 gpm Hunter Simmons Fairhope Planning Department 451 Pecan Street Fairhope, AL 36532 O.“ SLART7* SAB.AA’, /SGEN86" * No. 26348 PROFESSIONA CDCivil W"pas Engineering & Surveying January 20, 2026 Re:De La Mare Phase 2 - Traffic Letter Dear Hunter: If you have any questions, please let me know. Sincerely,wl No. 26348 *3 CINE c PRI '4 Appaarmmnam" 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Larry Smith, PE lsmith@secivileng.com This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 2 residential units and approximately 1,860 sq. ft of office space. When plugging in this information into the ITE Trip Generation Report, we come up with 32 daily trips and 4 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. Hunter Simmons Fairhope Planning Department 451 Pecan Avenue Fairhope, AL 36532 yetkitlttee, AB AL........7 *CENS6. Instructions:Trip Generation Rates from the 8th Edition ITE Trip Generation Report Enter Numbers into the "Expected Units"NA: Not Available KSF2: Units of 1,000 square feet in the Corresponding Yellow Column DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Description / ITE Code Units Rate Weekday Daily Traffic PM Peak Period Rate % PM In % PM Out Expected Units (independent variable) Calculated Daily Trips PM Peak Trips - Total PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA Commercial Airport 021 Employees 13.40 0.80 54% 46%0 0 NA NA Commercial Airport 021 Avg Flights/Day 104.73 5.75 56% 44%0 0 NA NA Commercial Airport 021 Com. Flights/Day 122.21 6.88 54% 46%0 0 NA NA General Aviation Airport 022 Employees 14.24 1.03 45% 55%0 0 NA NA General Aviation Airport 022 Avg. Flights/Day 1.97 NA NA NA 0 NA NA NA General Aviation Airport 022 Based Aircraft 5.00 0.37 45% 55%0 0 NA NA Truck Terminal 030 Acres 81.90 6.55 43% 57%0 0 NA NA Park&Ride w/ Bus Service 090 Parking Spaces 4.50 0.62 22% 78%0 0 NA NA Park&Ride w/ Bus Service 090 Occ. Spaces 9.62 0.81 28% 72%0 0 NA NA Light Rail Station w/ Park 093 Parking Space 2.51 1.24 58% 42%0 0 NA NA Light Rail Station w/ Park 093 Occ. Spaces 3.91 1.33 58% 42%0 0 NA NA General Light Industrial 110 KSF2 6.97 0.97 12% 88%0 0 NA NA General Light Industrial 110 Employees 3.02 0.42 21% 79%0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA General Heavy Industrial 120 Employees 0.82 0.88 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21% 79%0 0 NA NA Industrial Park 130 Employees 3.34 0.46 20% 80%0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36% 64%0 0 NA NA Manufacturing 140 Employees 2.13 0.36 44% 56%0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25% 75%0 0 NA NA Warehousing 150 Employees 3.89 0.59 35% 65%0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51% 49%0 0 NA NA Mini Warehouse 151 Storage Units 0.25 0.02 NA NA 0 0 NA NA Mini Warehouse 151 Employees 61.90 6.04 52% 48%0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33% 67%0 0 NA NA High-Cube Warehouse 152 Employees NA 0.66 35% 65%0 0 NA NA Utilities 170 KSF2 NA 0.76 45% 55%0 0 NA NA Utilities 170 Employees NA 0.76 90% 10%0 0 NA NA Single Family Homes 210 DU 9.57 1.01 63% 37%0 0 NA NA Single Family Homes 210 Vehicles 6.02 0.67 66% 34%0 0 NA NA Apartment 220 DU 6.65 0.62 65% 35%0 0 NA NA Apartment 220 Persons 3.31 0.40 NA NA 0 0 NA NA Apartment 220 Vehicles 5.10 0.60 NA NA 0 0 NA NA Low Rise Apartment 221 Occ.DU 6.59 0.58 65% 35%0 0 NA NA High Rise Apartment 222 DU 4.20 0.35 61% 39%0 0 NA NA Mid-Rise Apartment 223 DU NA 0.39 58% 42%0 0 NA NA Rental Townhouse 224 DU NA 0.72 51% 49%0 0 NA NA Resd. Condo/Townhouse 230 DU 5.81 0.52 67% 33%2.0 12 1 1 0 Resd. Condo/Townhouse 230 Persons 2.49 0.24 67% 33%0 0 NA NA Low Rise Resd. Condo 231 DU NA 0.78 58% 42%0 0 NA NA High Rise Resd. Condo 232 DU 4.18 0.38 62% 38%0 0 NA NA Luxury Condo/Townhouse 233 Occ. DU NA 0.55 63% 37%0 0 NA NA Mobile Home Park 240 DU 4.99 0.59 62% 38%0 0 NA NA Mobile Home Park 240 Persons 2.46 0.26 63% 37%0 0 NA NA Retirement Community 250 DU NA 0.27 56% 44%0 0 NA NA Elderly Housing-Detached 251 DU 3.71 0.27 61% 39%0 0 NA NA Congregate Care Facility 253 Occ.DU 2.15 0.17 56% 44%0 0 NA NA Elderly Housing- Attached 252 Occ.DU 3.48 0.16 60% 40%0 0 NA NA Recreational Homes 260 DU 3.16 0.26 41% 59%0 0 NA NA Residential PUD 270 DU 7.50 0.62 65% 35%0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49% 51%0 0 NA NA Hotel 310 Rooms 8.17 0.59 53% 47%0 0 NA NA Hotel 310 Employees 14.34 0.80 54% 46%0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42% 58%0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45% 55%0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60% 40%0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60% 40%0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53% 47%0 0 NA NA Motel 320 Rooms 5.63 0.47 54% 46%0 0 NA NA Motel 320 Employees 12.81 0.73 54% 46%0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43% 57%0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43% 57%0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41% 59%0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43% 57%0 0 NA NA State Park 413 Employees NA 4.67 43% 57%0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29% 71%0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41% 59%0 0 NA NA Regional Park 417 Employees 79.77 10.26 45% 55%0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60% 40%0 0 NA NA Golf Course 430 Employees 20.52 1.48 48% 52%0 0 NA NA Golf Course 430 Holes 35.74 2.78 45% 55%0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33% 67%0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45% 55%0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50% 50%0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94% 6%0 0 NA NA Movie Theater w/o matinee 443 Movie Screens 220.00 24.00 41% 59%0 0 NA NA Movie Theater w/o matinee 443 Seats 1.76 0.07 75% 25%0 0 NA NA Movie Theater w/o matinee 443 Employees 53.12 4.20 NA NA 0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64% 36%0 0 NA NA Movie Theater w/ matinee 444 Movie Screens 153.33 20.22 40% 60%0 0 NA NA Movie Theater w/ matinee 444 Seats NA 0.14 53% 47%0 0 NA NA Horse Track 452 Employees 2.60 NA 50% 50%0 NA NA NA Dog Track 454 Attendees 1.09 0.13 66% 34%0 0 NA NA Arena 460 Employees 10.00 NA 50% 50%0 NA NA NA Ice Rink 465 Seats 1.26 0.12 NA NA 0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56% 44%0 0 NA NA Amusement Park 480 Employees 8.33 0.50 61% 39%0 0 NA NA Zoo 481 Acres 114.88 NA 50% 50%0 NA NA NA Zoo 481 Employees 23.93 NA 50% 50%0 NA NA NA Tennis Courts 490 Courts 31.04 3.88 NA NA 0 0 NA NA Tennis Courts 490 Employees 66.67 5.67 NA NA 0 0 NA NA Racquet Club 491 Courts 38.70 3.35 NA NA 0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Racquet Club 491 Employees 45.71 4.95 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57% 43%0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35% 65%0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37% 63%0 0 NA NA Recreational Com. Center 495 Employees 27.25 3.16 44% 56%0 0 NA NA Military Base 501 Employees 1.78 0.39 NA NA 0 0 NA NA Elementary School 520 Students 1.29 0.15 49% 51%0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45% 55%0 0 NA NA Elementary School 520 Employees 15.71 1.81 49% 51%0 0 NA NA Private School (K-12) 536 Students 2.48 0.17 43% 57%0 0 NA NA Middle/ JR. High School 522 Students 1.62 0.16 49% 51%0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52% 48%0 0 NA NA High School 530 Students 1.71 0.13 47% 53%0 0 NA NA High School 530 KSF2 12.89 0.97 54% 46%0 0 NA NA High School 530 Employees 19.74 1.55 54% 46%0 0 NA NA Junior/ Comm. College 540 Students 1.20 0.12 64% 36%0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58% 42%0 0 NA NA Junior/ Comm. College 540 Employees 15.55 1.39 58% 42%0 0 NA NA University/College 550 Students 2.38 0.21 30% 70%0 0 NA NA University/College 550 Employees 9.13 0.88 29% 71%0 0 NA NA Church 560 KSF2 9.11 0.55 48% 52%0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47% 53%0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47% 53%0 0 NA NA Daycare Center 565 Students 4.48 0.82 47% 53%0 0 NA NA Daycare Center 565 Employees 28.13 4.79 47% 53%0 0 NA NA Cemetery 566 Employees 58.09 7.00 33% 67%0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Prison 571 Employees NA 0.23 28% 72%0 0 NA NA Library 590 KSF2 56.24 7.30 48% 52%0 0 NA NA Library 590 Employees 52.52 5.40 47% 53%0 0 NA NA Lodge/Fraternal Organization 591 Members 0.29 0.03 NA NA 0 0 NA NA Lodge/Fraternal Organization 591 Employees 46.90 4.05 NA NA 0 0 NA NA Hospital 610 KSF2 16.50 1.14 42% 58%0 0 NA NA Hospital 610 Beds 11.81 1.31 36% 64%0 0 NA NA Hospital 610 Employees 5.20 0.33 31% 69%0 0 NA NA Nursing Home 620 Beds 2.37 0.22 33% 67%0 0 NA NA Nursing Home 620 Employees 4.03 NA 26% 74%0 NA NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA Clinic 630 Employees 7.75 1.23 41% 59%0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17% 83%0 0 NA NA General Office 710 KSF2 11.01 1.49 17% 83%1.9 20 3 0 2 Corporate Headquarters 714 KSF2 7.98 1.40 10% 90%0 0 NA NA Corporate Headquarters 714 Employees 7.98 1.40 10% 90%0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15% 85%0 0 NA NA Single Tenant Office Bldg 715 Employees 3.62 0.50 15% 85%0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27% 73%0 0 NA NA Medical Dental Office 720 Employees 8.91 1.06 34% 66%0 0 NA NA Government Office Building 730 KSF2 68.93 1.21 31% 69%0 0 NA NA Government Office Building 730 Employees 11.95 1.91 74% 26%0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA State Motor Vehicles Dept. 731 Employees 44.54 4.58 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51% 49%0 0 NA NA US Post Office 732 Employees 28.32 2.84 51% 49%0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31% 69%0 0 NA NA Gov. Office Complex 733 Employees 7.75 0.79 31% 69%0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15% 85%0 0 NA NA R&D Center 760 Employees 2.77 0.41 10% 90%0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47% 53%0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51% 49%0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49% 51%0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50% 50%0 0 NA NA Free-Standing Discount Store 815 Employees 28.84 3.48 50% 50%0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47% 53%0 0 NA NA Hardware/Paint Store 816 Employees 53.21 5.05 NA NA 0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Garden Center) 817 Employees 22.13 1.99 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Nursery (Wholesale) 818 Employees 23.40 0.47 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49% 51%0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49% 51%0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47% 53%0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67% 33%0 0 NA NA Quality Restaurant 931 Seats 2.86 0.26 67% 33%0 0 NA NA High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59% 41%0 0 NA NA High Turnover/Sit Down Rest 932 Seats 4.83 0.41 57% 43%0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51% 49%0 0 NA NA Fast Food w/o Drive Thru 933 Seats 42.12 2.13 64% 36%0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52% 48%0 0 NA NA Fast Food w/ Drive Thru 934 Seats 19.52 0.94 53% 47%0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54% 46%0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66% 34%0 0 NA NA Quick Lube Shop 941 Service Bays 40.00 5.19 55% 45%0 0 NA NA Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50% 50%0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39% 61%0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48% 52%0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49% 51%0 0 NA NA Gasoline/Service Station 944 Fuel. Position 168.56 13.87 50% 50%0 0 NA NA Serv.Station w/ Conven.Mkt 945 Fuel Position 162.78 13.38 50% 50%0 0 NA NA Serv.Stat.w/Conv.Mkt.&Carwash 946 Fuel Position 152.84 13.94 51% 49%0 0 NA NA Self-Service Carwash 947 Stalls 108.00 5.54 51% 49%0 0 NA NA Tire Store 848 Service Bays NA 3.54 42% 58%0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43% 57%0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47% 53%0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51% 49%0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51% 49%0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49% 51%0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50% 50%0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50% 50%0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53% 47%0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50% 50%0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48% 52%0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49% 51%0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50% 50%0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50% 50%0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50% 50%0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50% 50%0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48% 52%0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52% 48%0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50% 50%0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44% 56%0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49% 51%0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50% 50%0 0 NA NA OHP OHP OHP OHP OHPUGPLUGPLUGPLUGPLUGPL UG P L UG P L UG P L UGPL UGPL UGPL UGPL UGPL E GM GM T WMWMWMWMWMWM OH P OH P OH P DE LA MARE AVENUE 60 FT. R/W BE R N H A R D T L A N E Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 11 20241372 20241372 1"=20' CHKD.JAF DRAWN RDC N SURVEYOR'S CERTIFICATE B AAMALA HL D E.DIEDAVI E LEGEND: T GM WM UGPL WALCOTT ADAMS VERNEUILLE PROPERTY BOUNDARY & TOPOGRAPHIC SURVEY 00 20 40 20 SCALE 10 SURVEYOR'S NOTES: POINT OF BEGINNING 1. 2. 3. 4. 5. 6. thirteen (13 ), Division (I) of the land of lessor in the City ofone ’’Lot five (5) and additional land on West and South to give a total width of 64 feet and a uniform depth of 167 feet, Block Fairhope, Alabama as per its plat thereof filed for record Sept. 13, 1911, Misc. Book 1, Pages 320-21, Probate Records and Council actions Nov. 6, 1911 and Sept. 2, 1948; Frac’l Section 18, T6S, R2E, Baldwin County, Alabama.” WE, S.E. CIVIL, LLC, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF FAIRHOPE, ALABAMA, HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. 7. 8. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. SURVEY WAS CONDUCTED ON JUNE 20, 2024, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. BEARINGS AND DISTANCES SHOWN HEREON WERE ’’COMPUTED” FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. ELEVATIONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL, BASED ON N.A.V.D. 1988 DATUM. THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES COMBINED WITH THE GEOPHYSICAL SURFACE MARKINGS BY OTHERS. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA, EFFECTIVE JANUARY 1, 2017. OAK4° TWO STORY BRICK/STUCCO BUILDING i 20 S O GRAVELGRASS 61.5’RBSRB MNF W// SHINER / JVELOPE ROUGH OR VISUAL 2 BUILDING STAKED TBM—1/2”CRS N:189962.859’ AE: 1841332.937’ “EL:121.68’ GAS VALVE GAS METER SEWER SERVICE CONNECTION CABLE TELEVISION PEDESTAL ELECTRIC BOX = RECORD BEARING/DISTANCE = CAPPED REBAR SET (SE CIVIL-CA1167LS) = MAG NAIL SET = 1/2” REBAR SET = CAPPED REBAR FOUND = MAG NAIL FOUND = OPEN END PIPE FOUND = REBAR FOUND (NO CAP) = TEMPORARY BENCH MARK = INVERT = PARCEL IDENTIFICATION NUMBER = WOOD FENCE = UNDERGROUND POWER LINE = FIBER OPTIC LINE = OVERHEAD POWER LINE = GAS LINE = SEWER MAIN = UTILITY POLE = GUY WIRE = TELEPHONE PEDESTAL = SEWER MANHOLE = WATER METER MORE PARTICULARLY DESCRIBED AS FOLLOWS: S88’58’51”E 66.73’1/2”RBF O1/2"0EPFTS89’45’10”W ■ 10”METALGRAVEL1 20.82’RIN INV:119.0‘PKNF(MOORE)G--------G------ 8 ’ V) EDGE OF PAVEMENT ONE STORY HARDIE BOARD BUILDING RIM: 121.4’ INV: 120.2’ BEGINNING AT A ONE-HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5, BLOCK 13, DIVISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1, PAGE 320 AND PAGE 321, PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 39 SECONDS WEST, A DISTANCE OF 167.14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND; THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST, A DISTANCE OF 63.71 FEET TO A ONE-HALF INCH CAPPED REBAR SET (SE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE; THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 167.02 FEET TO A MAG NAIL WITH DISC SET (SE CIVIL) ON THE SOUTH RIGHT-OF-WAY LINE OF DE LA MARE AVENUE; THENCE RUN NORTH 89 DEGREES 38 MINUTES 56 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 63.96 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES, MORE OR LESS. 3 (63.71‘— -64‘(R)-= 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 NV "" lad—G 1/2”CRSL (SE CIVIL) ONE STORY METAL BUILDING s V: PROFESSIONAL :• i Akin s07-02-2024 LAND DATES.E. CIVIL, LLC DAVID E. DIEHL SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEALP • LAIVU , rve® X ✓ AL. P.L.S. NO. 26014%** (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY)# ___ ' r 1 * NO.26014 * CONCRETE GUTTER EDGE OF PAVEMENT ---------S --------------- S (S-------S-------- S-------- S-------- s---------s---------s---------s---------s S--------------S----------------S — * EDGE OF PAVEMENT 64’(R)CONCRETE GUTTER2BALCONY SIDEWALK20„012 ra ---ANDstoky) rm 5* % FOFO 1/2”RBF1/2"CRF MNS W/SHINER 12.6’39.8’(MOORE)(SE CIVIL) 121 C O RIM:120.2’ INV: 115.6’ T 2 2 I 2 2 i N89°38‘56"E 63.96__I -FO ------------BALCONY (2ND STORY)— an CAD RIM: 121.3’ INV: 118.3’1 sS0 O 2 0 ‘ 3 9 ” W &‘ 3 m 9 0 ( LA N D I N G 5 S a I LA N D I N G FF E : 1 2 0 . 4 NO O 1 5 ‘ 2 7 ” E CO N C R E T E 0 C C 0) ID 8 53 58 . 0 ' 16 7 ‘ ( R ) 16 7 . 0 2 ’ ED G E O F P A V E M E N () ( ) ( ) C 0 11 0% 8 9@ o D X D @ n d I XXX XXXXXXXXX FFE:120.4 INV:120.2' RIM:121.4' INV:119.0'RIM:120.82' INV:118.3'RIM:121.3' 43"LIVE ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING CA N O P Y LANDING LANDING ST A I R S ST A I R S BA L C O N Y ( 2 N D S T O R Y ) BA L C O N Y (2 N D S T O R Y ) DE L A M A R E A V E N U E 6 0 F T . R / W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 ED G E O F P A V E M E N T 10 " M E T A L 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 CONCRETE ED G E O F P A V E M E N T ED G E O F P A V E M E N T CO N C R E T E G U T T E R CO N C R E T E G U T T E R BRICK 15"METAL 120 12 0 120 120 120 12 1 122 12 2 12 1 12 2 12 0 12 1 SI D E W A L K CANOP Y BRICK + 1 2 0 . 0 3 CONCRETE FLUME S S S S S S + 12 1 . 3 0 + 12 1 . 5 5 + 1 2 1 . 5 5 + 12 1 . 5 9 14 LF 8" PVC ROOF DRAIN @ 1.0% TIE ROOF DRAIN TO EX. INLET 48 LF 8" PVC ROOF DRAIN @ 1.0% JB#A1 RIM=121.65 INV=119.25 8" 8" 8" PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR: UNIT A - 1,860 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2,065 SF (RESIDENTIAL) UNIT C - 2,065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 6 VEHICLE CARPORT FFE=121.65 SHEET AERIAL DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AE R I A L W / T O P O G R A P H I C O V E R L A Y Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20241372 TLS 1/20/26 1"=10' 400 5 10 20 10 SCALE De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 aaaa J”1L3 I 1g■3 * X A P lih r_ Al । । । । - T p3 L Michelle Melton 004 - -N W E S 5 MASONIC DR I r 1 r Zoning: B-1 B-2 P-1 R-2 cokDE LA MAIMARE AVE — Road • Parcel SIABAW SD 26.05 - De La Mare Phase 2 vOu oCity of Fairhope Planning Commission March 2, 2026 Ao"A, &7Lw N W E S J g” p Project Name: De La Mare Phase 2 MOP Site Data: 0.24 acres Project Type: 9-unit multiple occupancy project Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2, General Business District PPIN Number: 15174 General Location: Southeast corner of De La Mare and Bernhardt Lane Surveyor of Record: S.E. Civil, LLC Engineer of Record: S.E. Civil, LLC Owner / Developer: FST DELAMARE PLACE LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: BE R N H A R D T L N I 4 1/ Nl / L O d V H N SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 1 SUMMARY OF REQUEST Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Preliminary Plat approval of De La Mare Phase 2, a 9-unit Multiple Occupancy Project, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane (314 De La Mare Avenue) and is 0.24± acres. SITE HISTORY Phase I of this development was built in 2002 and consists of the existing two-story mixed-use building with two (2) commercial units on the ground floor as The Happy Olive and The Avenue Boutique and three (3) residential units on the second floor. Originally, the building’s ground floor contained three (3) separate units; however, The Happy Olive combined two (2) of the three (3) units resulting in the current layout. Phase II (SR 03.01) was approved unanimously at the July 7, 2003, Planning Commission meeting. However, it does not appear that SR 03.01 was reviewed by the City Council, and as such, expired 365 days following Planning Commission review. This application was submitted concurrently with SR 26.02 Site Plan Review of De La Mare Phase 2. STAFF COMMENTS The purpose of this request is to create two (2) additional residential units and one (1) office unit making nine (9) total units on one (1) existing metes-and-bounds parcel. The subject property is located within the Central Business District (CBD). Fairhope Utilities will provide the site with electric, water, sewer, and gas utility services. Utility easement(s) will be required for proposed utility locations and must be approved by the Fairhope Parking Authority. If approved, the Final Plat should be revised to illustrate all necessary utility easements. Additionally, a note should be placed on the Final Plat stating that no structures shall be constructed in any easement without permission of the easement holder. The Parking Authority has agreed to meet with the Applicant at its March 2026 meeting. It should be noted that the Parking Authority maintains the right to require improvements to be made to the existing alley connecting Bernhardt Lane and the French Quarter should they choose to grant the aforementioned easement(s). A pre-construction meeting will be required prior to issuance of any building permits associated with the proposed development. Utilities As previously mentioned, all work and connections within Bernhardt Lane and the alley require consent and easements from the Fairhope Parking Authority. Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. Electric service will require upgrades at the owner/developer’s expense, with aid -to-construction costs determined upon review of final drawings. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 2 Traffic A Traffic Concurrence Verification letter was submitted with the application and is attached to this packet. As proposed the addition of two (2) residential units and approximately 1,860 sf of office space is estimated to generate four (4) peak hour trips. As such, no further traffic study was conducted. Drainage The new building will utilize roof drains and internal roof drains to direct water to the rear of the building and will be dispersed directly into the existing storm system. Rainfall in the courtyard will sheet flow towards the alley and enter the existing concrete flume along De La Mare Ph. I. The additional building will not change the existing flow patterns and will not have a negative impact on adjacent properties per Drainage Letter dated January 21, 2026, in the packet. Public Works (Garbage) The applicant is proposing nine (9) garbage receptacles to be located in the alley south of the subject property. The proposed location has been approved by Public Works stating that the subject site will be on a “back door truck” route. Tree & Landscaping There is a 43 inch Live Oak Heritage Tree located on site which shall be protected and preserved throughout the construction process (See Sheet D01 in Proposed Site Improvement Plans). The proposed plans illustrate a paver courtyard, fountain, and planters proposed in the common area between Phases I and II. SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 3 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 26.05 De La Mare Phase II Preliminary Plat with the following conditions: 1. Approval of SR 26.02 De La Mare Phase II Site Plan by the City Council; 2. Revisions of all construction and architectural plans to replace the label for “Rooftop Terrace” with Second Floor Porch”; 3. Provision of written consent and approval by the Parking Authority for the use of Bernhardt Lane and the alley behind Phase II during construction; 4. Approval of all easement(s) by the Parking Authority for utilities and/or services within Bernhardt Lane ROW and the alley behind Phase II shown on Site Plan; and 5. Completion of any required improvements to alley behind Phase II or Bernhardt Lane ROW as determined by the Applicant, Parking Authority, and applicable city departments. EXHIBITS SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 4 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Min. Lot Area / Allowed Units Per Acre (UPA) Min. Lot Width Front Setback Rear Setback Side Setback Street Side Setback Max. Total Lot Coverage by All Structures Max. Height B-1 None/ - none 20’ d 20’ none e 30’ l B-2 None/ - none 20’ d none f none e 30’ l B-3a 7,500 s.f./ - 60’ 30’ 35’ 10’ 30% 30’ l B-3b 7,500 s.f./ - 60’ 20’ 20’ none e none 30’ l B-4 None/ - none 20’ 20’ 10’ 30’ l d. Where a lot abuts residential property on both sides, the front setback shall be in line with adjacent structures. e. Where a lot abuts residential property, the side setback shall be 10’. f. Where a lot abuts residential property to the rear, the rear setback shall be 20’ l. A building located in any commercial zone may have a height of 35’ if it contains both residential and commercial space. The residential use must make up at least 33% of the total area of the building and be located on the second and/or third floor and re tail or office space must be located on ground and/or second floor. (See Site Plan Review Article II, Section C, Sub-section 2 – Site Plan, for approval procedures) EXHIBITS SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 5 Preliminary Plat Site Plan Building Section —r LANOSCAPE LLe_ 3 // DLr1 an□□□□□□□[CNE STORY MLTA1 5VEIICLE CARPORT s • JABERNHARDT LANE 1546TONGATESMNTNNEWT AL 3532IX 4 —OCKCRETL STEPPING LOCATION or wznE GannAGE CANS MLL KKOUXOTOON GAJIAGE COLLECno DAYS ASPVOALT PAVING LOCATION 00 Willet GARHAGE CANS MLL ur RCLEDToON COLLDCTON DAYS -CCNCNETE SDLWLK counryano 167,07— 18J17) • A TENANT DESIES RCYCLa, THE HISWLLDE BToRD N This AREA SIct RDCFCLING AND Gannaat COLLECTION occurs ON OPPOETE DAYS THE INs WLL ur CARRED TO THE SAME AREA AS THE CAN% DN RDGYCLING DAYS 5 .1 EXTLNDEKSTING. FLLWE couencitraviles. ehPEH:i.. GARDAGC CAN STORAGE AJIEA DIPOILDIS TAROFES E 1 L miick want ' PRCPOSLD BUDIN 3,887 sr UNDER RODr UNIT A- 1,880 sr (ornICD) SECONOMTNRD FLOOR UNITE- 205 sr (EEDENTLL) uum c-2c8* EEDEsna) FnsT FLOOR VVL-122 75 .smacut ASDLLT : . ■ TOCNsATEA "*—e-- "CtAhtha.. G-K--37--005-0+4 001 PI 14848 Fat AND PAIKIG A UTHORITYECITY or TALHOPCANORHOFE ALAEAMA _________338 FAIRWCPE AVE E ’ 18 - 2 koaf Synuan (Ner Tratal;i Ccilng kiits—. Bedroom Bedroom 2 -!Fin treued Rin End Heavy Cuzge Mead Btat 4* Wad Sth s1x Funng on ’ 5Stas OR 6* Metal Stuha Bedroom Closet Closet Bedroom 16" Imauliek Ccrcree Shh i r Iraalark Ccrree Skb ■ 13383-2ndFkeFFE Xdb Face Brick SCMUWal sCMIIWall Garage White Box Space White Box Space 4"Ccrerde ShbenOnee ~ 1225- laFlceFFE 121 6 ? - Avange (nde @ Si thWBI suc.EaRe ta FBX Applial Ver Hama — 1x12 Roof Syaaz I Not Treated) r . A xht Shingle o Syrihdic Urrlayzmt __ el ■ ■ ' m. SRS Rood Prefered - 4 Concree Sub on Grale=== s = -- fl e w LA N D A " I 83 i EXHIBITS SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 6 Elevations: Front (North) Elevations: Rear (South) 12 1210Asphalt Shingle Roof 10 Painted Wood Facia Cement Based Stucco1i i3‘0x5‘0 Casement Pr 3‘0x5‘0 Casement+III 12 4 14■ ■ 1 ■ ■ 3‘0x6‘0 Casement 3’0x60 Casein ent 3‘0x6‘0 Casement —ILC s 11 ■■Face Brick (Match Existing Building)asement 3'0x6'0 Casement 0[ ]3‘0x6‘0 Casement 3‘0x6‘0 Casement Cement Based Stucco / 12 10 Asphalt Shingle Roof 10 I—I 1Painted Wood Facia Cement Based Stucco 2‘2x5‘0 Case ment 2’2x5’ ) Casement 2‘2x5‘0 Caser lent Casement 12 12Metal Roof I 1 0 2‘2x4‘6 Casement 2‘2x4‘6 Ca ement 2‘2x4‘6 Ca sement 2‘2x4‘6 Casement Cement Based Stucco I IFacc Brick (Match Existing Building) 3‘0x5‘0 Casement 3‘0x5‘0 Casement n "EIEEE-EE-N---------------------------lias,------------------------------- ---------j MMEEIE"EEE -------- -------------------- --- -----------------------------------------------------------------"IL i "EIEHI lllliiMlltM Decorative Mctal Railing Steel Columns with Decoartive Base & Capital Fountain with Cast Stone Details Steel Columns with Decoartive Base & Capital T T I Metal Roof inunuuj letal Roof Hi I : 3‘0x6‘0 Casement EXHIBITS SD 26.05 – De La Mare Phase II (MOP) March 2, 2026 7 Elevations: Alley Side (West) Elevations: Side (East) Low Slope Roof Beyand Roof Beyond =pt sesgAsphalt Shingle Roof Painted Wood Facia Metal Roof Metal Roof -----14 Cement Based Stucco I II4 3'0 2’2x42 Casement 1‘2x2‘0 Fixed Steel Columns with Decoartive Base & Capital Low Slope Roof Beyond Roof BeyondE==heeeeBIHM ZEE Painted Wood Facia ill e 22x42 n D Cement Based Stucco II3’0 Ro ind "c-Pr30xSOC Bevolo Gas Lantems □ Garage Doors?Garage Doors? Garage Doors? Iron Gates (Pr 30x74) Brick Wall IIIIIIIIIIIII .11 Face Brick (Match Existing Building) Steel Columns with Decoartive Base & Capital l‘2x2‘0 Fixed ITTi" /11AIID iiiiiiii 35 —... . . . . . . . . ■ a(EJ rl I [ i [7 5 g Page 5 of 10 "LABAMP APPLICATION FOR SUBDIVISION PLAT APPROVAL • Village SubdivisionApplication Type: • Preliminary Plat IX Articles of Incorporation or List all associated investorsAttachments: Date of Application: 1/20/2026 251-422-6211 City: Point Clear Zip: 36564State:AL Proposed Subdivision Name: De La Mare Phase 2 No. Lots/Units:9 Current Zoning: B-2 (CBD) _ Phone Number: 251-990-6566 City:Zip: 36532State: ALFairhope Contact Person:Larry Smith, PE Surveyor/Engineer Information Name of Firm:Phone Number: 251-990-6566SE Civil, LLC Address:9969 Windmill Road City: Zip:State:Fairhope 36532AL Contact Person:Larry Smith, PE 4/z/26 Fairho ingleDate Tax Corp. (If Applicable) W& E. Lad oG IC SeaadlawPSTC • Minor Subdivision • Final Plat • Informal (No Fee) X Multiple Occupancy Project Name of Authorized Agent: SE Civil, LLC Address: 9969 Windmill Road_ _ Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp, an authorized Single Tax representative shall sign this application A 70 No. Acres in Plat: 0.24 AC. Parcel No: 05-46-03-37-0-602-003.504 Property Owner / Leaseholder Information Name of Property Owner: FST DELAMARE PLACE LLC Phone Number: Address of Property Owner: PO Box 506 Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Plat Fee Calculation: Reference: Ordinance 1269 6 O _ LarnS. 4 CA-c) Property Owney/ Leaseholder Printed Name # 677839 Posted by.Checked by. correci 000 2‘:5%7YMMkaonrnadare. ... J .— UI I T===ARTICLES OF ORGANIZA Given under ; and teal0....of y it 3220(Cdt ithos n senRireOF Name. The name of the limited liability company is Delamare Place, L.L.C. (the1. Company").n Duration. The period of duration of the Company shall be perpetual, unless the2. Purpose. The purposes for which the Company is formed are:3. To acquire by purchase, exchange, lease, hire or otherwise, real propertyA. 6 The Company is organized with a general business purpose and mayB. Registered Agent and Office. The location address of the initial registered office4. Initial Member. The name address of the sole Member of the Company is Ware 6.Additional Members Additional Members may be admitted but only upon the unanimous written consent of the then existing Member or Members. Continuation of Business. Upon occurrence of an event of dissociation of a7. RECEIVED Page 1 of 2 Pages SEP 2 8 2001 Instrument 618224 Page of 2 TT Member in the Company, the remaining Member or Members of the Company shall have the right to continue the business of the Company; provided that (i) there is at least one (1) remaining Member, and (ii) the legal existence of the Company is continued by the unanimous written SECRETARY OF STATE of the Company is 18138 Woodland Drive, Fairhope, Alabama 36532 and the mailing address of the initial registered office of the Company is Post Office Box 506, Point Clear, Alabama 36564. The name of the initial registered agent of the Company at that address is Ware M. Porter. Company is dissolved and the affairs of the Company are wound up in accordance with the Alabama Limited Liability Company Act. transact any other lawful business or activity for which Limited Liability Companies may be organized pursuant to the Alabama Limited Liability Company Act. of every kind, character and description whatever, wherever located, and interests of all kinds in real property; and to hold, own, develop, improve, manage, operate, let as lessor or sublessor, and mortgage such property; to sell and exchange said property and interests in said property; and to obtain, use, dispose of and deal in and with said property in every other manner, either alone or in conjunction with others, as partners, joint venturers or otherwise. The undersigned, for the purpose of forming a limited liability company under Ala. Code, §10-12-1 etseq. as amended (the "Alabama Limited Liability Company Act") files the following Articles of Organization in the Office of the Judge of Probate of Baldwin County, Alabama and affirms that the facts stated in these Articles of Organization are true and correct: 5. M. Porter. as the same appears Instrument#,/ DELAMARE PLACE, L.L.C., AN ALABAMA LIMITED LIABILITY COMPANY Q 9J Tn£ STATE OF ALABAMA i. sdnan T. Johns BALDWIN COUNTV Juno- of probate in and torsaipsrale anoGounty de neraby cenily thai the within Management. Management of the Company shall be vested in the Member of the No Liability. The Member of the Company shall have no liability for any debt,9. obligation or liability of the Company as provided in the Alabama Limited Liability Company Act Articles of Organization this 7th day of September.101. (Seal) Ware M. Porter STATE OF ALABAMA COUNTY OF BALDWIN : Given under my hand and seal this 7th day of September, 2001. 2001 September-24 2:21PM Instrument Number 618224 Pages 2 Recording 35.00 Mortgage Deed Min Tax Page 2 of 2 Pages DP 1.00 3.00 Adrian T. Johns, Judge of Probate T T Index Archive W. Kenneth Heard Notary Public My Commission Expires: consent of all remaining Members within ninety (90) days after the occurrence of the event of dissociation. 1, the undersigned authority, a Notary Public in and for said State and County, hereby certify that Ware M. Porter, whose name is signed to the foregoing instrument, and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he executed the same voluntarily on the day the same bears date. THIS INSTRUMENT PREPARED BY: Sam W. Irby Irby & Heard, P.C. Attorneys at Law 317 Magnolia Avenue Post Office Box 1031 Fairhope, Alabama 36533 (334)928-4555 I:\Files\Files.01\01302LLC Documentation nicies of Organization, wpd The undersigned, constituting the sole Member of the Company named in these Articles of Organization in accordance with the Alabama Limited Liability Company Act, executed these 8. Company. State of Alabama, Baldwin County I certify this instrument was filed and taxes collected on: CHDCivilM"ps Engineering & Surveying Agent Authorization Form To Whom It May Concern: Sincerely, OWNER: DE: Signature Date 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 S E CIVIL, LLC is hereby authorized to act as my agent in representing me before the City of Fairhope Planning Commission and City Council on all submittals related to: De La Mare Phase 2, located at .314 De La Mare, Fairhope AL 36532, Wice e Authorized as Member/ Signatory’ (Print Name) PLACE LLC PROPOSED SITE IMPROVEMENT PLANS for De La Mare Phase 2 De La Mare Avenue ENGINEERS CERTIFICATE Fairhope, AL 36532 Code and t all other rules, regulations. applicable to my design 9.Project Engineer 6 LEGAL DESCRIPTION *in:=4 J Ce6T iMORE PARTICULARLY DESCRIBED AS FOLLOWS ULF I EWERWEl f -ToTie n & EJHW L (IEFSIT P- ‘ FAIRHOPE POP I h.TABLE OF CONTENTS 7 in-IT/.*i 1 Al 7X i 1CONTACTS|VTTT277it NIC ...9 N)“s /a IEra J Church IIIFn Twin ■/// VICINITY MAP REVISIONS REVISIONS: DATE APPR. REVISION Magnolia Beach 1/20/26 2/11/26 TLS TLS Fairhope ../ Church D01 C01 CO2 CO3 CO4 CO5 CO6 CO7 Know what’s below Call before you dig. INITIAL CITY OF FAIRHOPE SUBMITTAL RE-SUBMITTAL TO FAIRHOPE NO. 0 1 GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 UNIVERSIT OF ' TH ALABAMA BALDWIN COUNTY BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BEGINNING AT A ONE HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5. BLOCK 13, DMISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION. ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1. PAGE 320 ANO PAGE 321. PROBATE COURT RECORDS. BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DECREES 20 MINUTES 39 SECONDS WEST. A DISTANCE OF 167.14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND: THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST. A DISTANCE OF 83.71 FEET TO A ONE HALF INCH CAPPED REBAR SET ISE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE. THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST. ALONG SAC EAST RIGHT-OF-WAY, A DISTANCE OF 187.02 FEET TO A MAG NAM. WITH DISC SET (SE CIVIL) ON HE SOUTH RIGHT-OF-WAY LINE OF DE LA MARE AVENUE: THENCE RUN NORTH 89 DEGREES 38 MINUTES 58 SECONDS EAST. ALONG SAC SOUTH RIGHT-OF-WAY, A DISTANCE OF 83.98 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES. MORE OR LESS. .. COVER BOUNDARY & TOPOGRAPHIC SURVEY DEMOLITION PLAN SITE PLAN GRADING & DRAINAGE PLAN EROSION & SEDIMENT CONTROL PLAN UTILITY PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS airhop School l “Lot five (5) and additional land on West and South to give a total width of 64 feet and a unform depth of 167 feet. Block thiteen (13). Division one (I) of the land of lessor in the City of Farhope, Alabama as per its plat thereof filed for record Sept. 13, 1911, Misc. Book 1, Pages 320-21. Probate Records and Council actions Nov. 6, 1911 and Sept 2, 1948; Frac Section 18, TOS, R2E, Baliwin County. Alabama.” I the undersigned. a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal — VFW #5661 . PROFESSORAL * y 44) * 1 MTS. SECTION 37. TOWNSHIP 6 SOUTH RANGE 2 EAST BALDWIN COUNTY, ALABAMA February 11, 2026Name of Project to which this Certificate Applies De La Mare Phase 2 Plans which are certified consist of Pages Cover Sheet thru Sheet CO. 1 “ som. sts Good Samaritan GQ’B’o,, WAAAM, SCENSo. Vnt- "VAAhsyevinkyy CADCivil dnpos Engineering A& Surveying w 9969 Windmill Road “ Fairhope, AL 36532 “ 251 990 6566 3 PA MNF W/ SHINER GRASS 12% RBS t ( i BUILDING STAKED L GH-VELGRASS allr ° .E EL121 68 S8858‘51"E 66.73' 1/2"OEPF1/2°CRS 63.71’—S8945‘10”W—uOPL- -UoP- °°(SE CMU ==_ =64‘(R): TO’METAL120.82'GRAVELoe.I PENF(OORE)-C —'o® o ‘"C || Al -BAWA EDGE DF FAVEMFMI IE I ONE STORY HARDIE BOARD RUILDING RIM I 4 $5.FA - -4l — = -- - 1406 41 NY 1 st . iLA7 11 1, 11 Ilg up [12 I' I ll II II TAM-1/2°CRS ■ ENVELOPE ROUGH D FOR VISUAL TWO STORY BRICK/STJCCO BLILCING 1 II II ■RIM 121.3 Nv • 123 MNS MAG NAIL SET RBS = 1/2" REBAR SET — UGPL— OAK SURVEYOR'S NOTES: SURVEYOR'S CERTIFICATE 2. 3. 4. 5. "Lot five (5) and additional land on West and South to give6.a total width of 64 feet and a uniform depth of 167 feet, Block thirteen (13 ), Division (I) of the land of Iessor in the City ofone MORE PARTICULARLY DESCRIBED AS FOLLOWS: 1/2 "RBFC s*NO.26014 AL ^.LS NO. 260'4 SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SI mmnw DRAWN RDC PROPERTY BOUNDARY &CHKD JAF PROJMGR DEDTOPOGRAPHIC SURVEY SCALE 1'=20' PROJECT 20241372 FILE 20241372WALCOTT ADAMS VERNEUILLE SHEET 1 OF 1 RBF = REBAR FOUND (NO CAP) TBM = TEMPORARY BENCH MARK S.E CIVIL LLC DAVID E DIEHL CRF MNF OEPF Fairhope, Alabama as per its plat thereof filed for record Sept. 13. 1911, Misc. Book 1, Pages 320—21, Probate Records and Council actions Nov. 6, 1911 and Sept. 2, 1948; Frac’l Section 18, T6S, R2E, Baldwin County, Alabama.” WE. S.E. CIVIL. LLC. A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF FAIRHOPE. ALABAMA. HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE. INFORMATION. AND BELIEF. INV PIN , AL 36532 -6566 CAPPED REBAR FOUND MAG NAIL FOUND OPEN END PIPE FOUND Civil Engineering & Surveying 9969 WINDMILL ROAD BEGINNING AT A ONE-HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5. BLOCK 13. DIVISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1. PAGE 320 AND PAGE 321. PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 39 SECONDS WEST. A DISTANCE OF 167.14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND; THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST. A DISTANCE OF 63.71 FEET TO A ONE-HALF INCH CAPPED REBAR SET (SE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE; THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST. ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 167.02 FEET TO A MAG NAIL WITH DISC SET (SE CIVIL) ON THE SOUTH RIGHT-OF-WAY LINE OF DE LA MARE AVENUE; THENCE RUN NORTH 89 DEGREES 38 MINUTES 56 SECONDS EAST. ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 63.96 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES, MORE OR LESS. •21.4 120 2 D [E] INVERT PARCEL IDENTIFICATION NUMBER WOOD FENCE UNDERGROUND POWER LINE FIBER OPTIC LINE OVERHEAD POWER UNE GAS UNE SEWER MAIN UTILITY POLE GUY WIRE TELEPHONE PEDESTAL SEWER MANHOLE WATER METER THERE MAY BE RECORDED OR UNRECORDED DEEDS. EASEMENTS. RIGHT-OF-WAYS. OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE. LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. SURVEY WAS CONDUCTED ON JUNE 20, 2024. AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL HELD TRAVERSES. AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. ELEVATIONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL. BASED ON N A V D 1988 DATUM. THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES COMBINED WITH THE GECPHYSICAL SURFACE MARKINGS BY OTHERS NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA. EFFECTIVE JANUARY 1, 2017. = GAS VALVE = GAS METER = SEWER SERVICE CONNECTION = CABLE TELEVISION PEDESTAL = ELECTRIC BOX ------- H---------- ----- s-------- ------- s----------- O7-O^-Z£>24 DATE (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) """"" LEGEND: (R) = RECORD BEARING/DI STANCE CRS = CAPPED REBAR SET (SE CIVIL-CA1167LS) 7. 8. FAIRHOPE, (251)990 -"-is VIMedWUI TY : | ! PROENSMAL । Soeve.) EADS.REO. □ W Gv N GM 355, N FN: 14.358 -ST AN HAT P w B0X Ine E - ' TA IL I ■ . CONCRETE GUTIERIEDGE OF PAVEMENT I------- 5----------- S S 5----------5 S -------- S irDE LA MARE AVENUE 60 FT. R/W 7 %% itd POINT OF 120 BEGINNINGaEDCE F PAVEMENT 64°(R)CQNCREIE GUTTER HALCONY SIDEWA K. DMELi .2001 -a 55ho 5om l' UNS W/SHINER) n H“ yuO 1/2 "REF 12.6'D%(MOORE)E CIVIL) t d 12, Sl— 39.8‘ E I E I E N8938‘56"E 63.96— " ■ —ALCONY (2ND STCEY) RIM 12C 2 INV:115 6‘ " S ---------------- 5 ---------- $ | E I 0 10 20 20 SCALE I 67 . 0 ' 58 . 0 " 16 7 ’ ( R ) 16 7 . 0 2 ’ 16 7 . 1 4 ’ 16 7 ' ( R ) 7i 8 —I ND I N G == = LA N D I N G . F F E 1 2 0 . 4 T NO O ’ 1 5 ’ 2 7 " E BE R N H A R D T L A N E 1 3 2% 3 w g p ■i a. r SO 0 2 0 ‘ 3 9 " W DEMOLITION NOTES L 2 J 7 5. 6.INSTALL PERIMETER SEDIMENT BARRIERS AND TREE PROTECTION PRIOR TO DEMOLITION. r L DEMOLITION LEGENDx> > 20007REMOVAL - FENCE/UTILITYWAIL E ]REMOVAL - ASPHALT/CONCRETEGRAVEL ASPHALT SAWCUT TREE PROTECTION FENCE TREE PROTECTION FENCE DEMOLITION SYMBOLSSCALE NTS (1)REMOVE PAVING AND BASE MATERIAL 1 REMOVE POWER POLE AND GUY WIRES. COORDINATE WITH UTILTY I REMOVE FENCE. POSTS, AND CONCRETE REMOVE WALL AND FOUNDATION I I I IIrOre 81OR/ HAFDIE 11EUArD EUlLLINC ! y . oaIN% TP ()S3 (LANDING (J:I i3tN ()(1) S OHe S TORV Mevl butnes (3)L-NOlwo 0.!:: enove. feroe Anes: iI I I (2) I eeee TBASH CACS — (1)I I .2. il . I SAWCUT ASPHALT TO CREATE A CLEAN EDGE MAKE SAWCUTS AT AREAS WHERE PAVING IS TO REMAIN CONCRETE SHOULD BE REMOVED TO AN EXISTING JOINT. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES. TREES, PAVING. OR INFRASTRUCTURE ALL DEBRIS, STRUCTURES, INFRASTRUCTURE. PIPES. POLES. CABLE PAVING. AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. NOTE TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRP UNE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMTED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS. TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH ALL COST SHALL BE INCLUDED IN THE CONTRACTOR’S CONTRACT MITH THE OWNER CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS & J ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (CAD) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOUTION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE. BUT ARE NOT LIMITED TO: ASBESTOS- CONTAINING WASTE WOOD. BRICKS. METAL CONCRETE WALL BOARD. PAPER, AND CARDBOARD INSTALL TREE PROTECTION FENCE SEE DETAIL PROVIDE AN 8.5 X 11"- LAMINATED SIGN STATING KEEP OUT TREE PROTECTION ZONE SPACED EVERY 50 FEET ALONG THE FENCE (2) I I:I l (3) (3) y 1 TREE PROTECTION FENCE CHAINLINK FENCE STEEL T POSTS INSTALLED AT 8 O.C. (4) 1 gi TREE PROTECTION FENCING SHALL BE INSTALLED 20 FROM TRUNKS OF TREES LARGER THAN20’ DBH AND Iff FROM TRUNKS OF TREES UNDER 20 DBH. 05-46-03-37-0-602-003.506 PIN 64020 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AND LINVILLE 19220 SCENIC HWY 98 FAIRHOPE AL 36532 05-40-03-37-0-0O-044.001 PIN 14646 FST AND PARKING AUJTHORITYICITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 3 II — G N DWEAR ST 1$; 1 ' I I 0 ERICS H 1 2 i I 1 I I I I LINS I I ::31 : I .1 I I 3 CONCR.'S a8pl Know what's below Call before you dig. fe es - 3 in FP A V E M E N / 4 I ll l I 1 8I hi 82 G -I ° 38 5 I I I I I 92 al b s s8 £ 8 MM A V E L S N T PA V E M E , ■ C O N C R E T E G U T T E R §2 DE M O L I T I O N P L A N 0 Q RE V I S I O N DA T E 88 §e AF F I X SE A L 92 is De L a M a r e P h a s e 2 De 1 a M a r e A v e n u e Fa i r h o r e , A l a t a s a 3 6 5 3 2 =% “I Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l R o n d Fa i r h p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 >- 2 1 1 / 2 6 S P Y, % N o . I GHE 8T0RY HAADIEL : IBOARD EUILDING SSEEECSSSSS LANDSCAPE - •• 181FAIRHOPE'S LARGER ROLLOUT f •PODEOCLLI LANDING 1 C w *-R r w J LL J3030 BRICK WALL T EXTEND EXISTING 1Ft’sBERNHARDT LANE CLEAN EDGE" o ".C titoNI l I FLUME IRON GATES CONCRETE STEPPING STONES 8 3 D— r / PAVER COURTYARD IF A TENANT DESIRES RECYCLING. THE BINS WILL BE STORED IN THIS AREA. SINCE RECYCLING AND GARBAGE COLLECTION OCCURS ON OPPOSITE DAYS. THE BINS WILL BE CARRIED TO THE SAME AREA AS THE CANS ON RECYCLING DAYS CONCRETE PAVING (SEE DETAIL) e s * [I1 ji : 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR UNITA-1.860 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2.065 SF (RESIDENTIAL) UNIT C - 2.065 SF (RESIDENTIAL) FIRST FLOOR FFE= 122.75 6 VEHICLE CARPORT FFE=121.65 3313 .— GARBAGE CAN / STORAGE AREA / CANSIZE / DEPICTED IS / FAIRHOPE'S/J" MOO8 Iyar’S 167.02" 167(R) 1 V ‘ CONCRETE PAVING. THE CONTRACTOR IS TO DOCUMENT EXISTING CONCRETE SCORE PATTERN PRIOR TO DEMOLITION AND REPLICATE THE PATTERN AND COLOR. 167(R) S00°20‘39W 167.14' TWO BTOFV EFUCK/STUcco EUILOING FFE,120.4 EDcs DE PaE-IENT 05-46-03-37-0-006-043.501 PIN 14358 FST AND HATFIELD BALDWIN LLC POBOX 1662 FAIRHOPE AL 38533 3>BRCM I i is a 5 |8 D J SITE PLAN NOTES 2. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED 3. 4. 5. 6.THIS SITE IS ZONED B-2 (CBD). TOTAL SITE ACREAGE = 024 ACRES 8. 9. 10. 11. 12. 13. 14. 15. PRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. 16 17. 18. 19.THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED 20. 21. 22. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR STAR DETAILSI I । I I NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED LOCATION OF WHERE GARBAGE CANS WILL BE ROLLED TO ON GARBAGE COLLECTION DAYS LOCATION OF WHERE GARBAGE CANS WILL BE ROLLED TO ON GARBAGE COLLECTION DAYS THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE: INCLUDING UTILITIES. SURFACES. ETC AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANY UNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK A COPY OF THE APPROVED LAND DI STURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R O W AND MUST BE STORED WITHIN THE SITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNFORM TRAFFIC CONTROL DEVICES (MUTCD). FHWA. LATEST EDITION REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS. REFERENCING DETAILS IN ALDOTS ROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO -PROTECTED TREES' WILL BE REMOVED. DESTRUCTIVELY DAMAGED. MUTILATED. RELOCATED, DISFIGURED, DESTROYED. CUT DOWN, OR EXCESSIVELY PRUNED DURING CONSTRUCTION ACTMITIES. DURING CONSTRUCTION. ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION. SHALL BE 20 FT PER STANDARD ARE PREVENTION CODE, LATEST EDITION PRIOR TO CONSTRUCTION. EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS. ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS CONTRACTOR SHALL REFER TO THE ARCH PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES. PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL INSPECTIONS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE. SIGNS, TRAFFIC SIGNALS & POLES, ETC AS REQUIRED FOR SITE WORK ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH ALL COST SHALL BE INCLUDED IN BASE BID. NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION ASPHALT PAVING SEE DETAIL CONCRETE SIDEWALK SEE DETAIL EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY ALL COST SHALL BE INCLUDED IN THE BASE BID 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS AND CODES AS WELL AS OSH A AND AL DOT STANDARDS 05-46-03-37-O-O06-O44D01 PIN 14646 FST AND PARKING AUTHORITYICITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE ,. ONE STOFy methd sunfr Ssassess===; SITE ANALYSISPARKING DATA SITE PLAN LEGENDPARKING REQUIREMENT SPACES BUILDING HEIGHT 40-0 EXISTING PROPOSED5TOTAL REQUIRED (1 SPACE/RES. UNIT) =REQUIRED PARKING PROVIDED PARKING 5 SPACES (SEE PARKING DATA) 6 SPACES VALLEY GUTTER6TOTAL PROVIDED = EDGE OF PAVEMENT L ][ ba"MILL & RESURFACELAND USAGE IMPERVIOUS AREA PERVIOUS AREA [][ ]CONCRETE PAVING0.221 AC (00 20%) 0.024 AC (9.80%) DESCRIPTION AREA % OF PROPERTY AREA [ J [JASPHALT PAVINGBUILDING SETBACKS REQUIRED PROPERTY AREA 0245 ACRES REAR YARD:OFTBUILDING AREA (UNDER ROOF) 0183 ACRES 74.69% MAXIMUM BUILDING HEIGHT 40'15.51%IMPERVIOUS PAVING 0038 ACRES MAX. GROUND COVERAGE RATIO:NIA 9.80%GRASSED/LANDSCAPED AREA 0.024 ACRES PROPOSED BUILDING COVERAGE 7.971 SF (74 09%) ZONING B-2 (CBD) OFT OFT FRONT YARD SIDE YARD: JURISDICTION CO FAIRHOPE BUILDING (UNDER ROOF) 7 971 SF SITE ACREAGE (PROPOSED) ±0.245 AC 38cl Know what's below. Call before you dig. i A O I S C N C ) k o m v e SI D E W A i W BA L C O N Y C W D S T O R Y ) CO M R E N E G U T I E R 1 I 64 ' ( R ) N8 9 ° 3 8 5 6 " E 6 3 . 9 6 ' O $ S8 8 ° 5 8 5 1 E 6 6 . 7 3 ' DE L A M A R E A V E N U E 6 0 F T . R / W OF P A V F W G N T DO N C R E T E G U T T E R a- LY B A d s a r —> — - I1f l l 43 m aI I 5 t- - - - - - - - - - - L A N D S C A P E .. . 1 LA N D S C A P E n a ■ 3 L "i Z8 P I J SI T E P L A N W RE V I S I O N D A T E 8a §e Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 W i n d m i R o a d AF F I X SE A L De L a M a r e P h a s e 2 De 1 a M a r e A v e n u e Fa i r h o p e , A l b a m a 3 6 5 3 2 = s ir h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 > - 2 / 1 1 / 2 6 P Ve e 99 Sm GRADING & DRAINAGE NOTES 2. 3. 4. 5. ALL CAST IN PLACE CONCRETE TO HAVE A MIN 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. 6. THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN a e. 10. 11. 12 13. I 14. ALL O S HA CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO I 15. 16. 17. 18.MAXIMUM CUT OR FILL SLOPE IS 3H:1V 18. 20 21.ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM 1 I 122 04] . 120.40 $120.40 120. I I I0&1 —□oZI JILANDING I 120.27]Ie 1120 24 DoIa I4121.65 -f112:23 : OWE sTORy MeTA ounn I E 11 -1 121 24 120.16 120.161 w w. II 121.4120.4 120.13—,121.L ll 121 57 CONCRETE,- 1 |CONCRETEI BERNHARDT LANE 1 = OBRIC FDus DF PWEE, IT Iei l I iFEsA CHE BTORf HARDE EDAKD BUILDING I I I I I I ’I I JB#A1 RIM=121.85 INV=119.25 finiR UAlu al THE CONTRACTOR SHALL FURNISH. ERECT AND MAINTAIN BARRICADES. WARNING SIGNS, LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE BO OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS FIRM NO 0100300644M EFFECTIVE DATE APRIL 19.2019. SHOWS THE PROPERTY TO BE SITUATED IN ZONE X (UNSHADED) ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION. SAVE AREAS. SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED ELEVATIONS REPRESENT FINAL GRADE PIPE LENGTHS SHOWN ARE UNEAR DISTANCES BETWEEN CENTER TO CENTER OF STRUCTURES THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. THE ELEVATION OF MANHOLE/NLET TOPS ARE TO BE AT THE ANISH ELEVATION SHOWN THE DEFINITION OF THE TYPE OF TOP IS AS UISTED: WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX JUNCTION BOX = RIM THE TOP MOST PART OF THE RIM AND COVER CASTING THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THE BUILDING PAD STORM PIPE SHALL BE AS FOLLOWS RCP. CLASS III PER AI DOT SPECIFICATIONS HOPE ADS N12 PPE PER SPECIFICATIONS PVC. SCH 40 PIPE PER SPECIFICATIONS THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER ALL STRUCTURAL ALL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER E 8 = t 3 48 LF 8 PVC ROOF DRAIN @ 1.0% I I TWO STORY BRCTSTUCoo suud FFE:120.4 05-46-03-37-0-602-003.506 PIN 64920 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AM) LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR UNIT A-1.860 SF (OFFICE) SECONDTHIRD FLOOR: UNIT B - 2.065 SF (RESIDENTIAL! UNIT C - 2.065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 I t 05-46-03-37-0-006-043. 501 PIN 14358 FST AND HATFIEID BALDWIN LLC POBOX 1662 FAIRHOPE AL 36633 § 1 6 VEHICLE CARPORT FFE=121.65 BPVC DRAIN @ 1.0% TIE ROOF DRAIN TO EX. INLET 05-40-03-37-00-044 001 PIN 14646 FST AND PARKING AUJTHORITYICITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 1 ERICYE 6 C / ||E3 1 5 > — U8.1 Know what's below. Call before you dig. GRADING & DRAINAGE PLAN LEGEND EXISTING PROPOSED STORM SEWER PIPING UNDERDRAIN --------UD--------- ROOF DRAIN -------- X* -------- □JUNCTION BOX (JB) IS DROP INLET (DI) □WEIR INLET (WI) TYPE S 1- WING INLET (SWCB) TYPE S 2- WING INLET (DWCB) MITERED END SECTION (MES) ------ XXX --------CONTOURS ----------XXX----------- SPOT ELEVATION+XXXXX HIGHPOINT HP DE L A M A R E A V E N U E 6 0 F T . R / W OF P A V E M E N T 8- 3 in Iv e / v e 4 5 3 5 wA R Y aS §2 Pd > ^2 J Z . U U , SP Y% o C 85 s. GR A D I N G & D R A I N A G E P L A N De L a M a r e P h a s e 2 0 Y. AC A B A M RE V I S I O N D A T E De I a M a r e A v e n u e Fa i r h o p e , A l b a m a 3 6 5 3 2 AF F I X SE A L is §e =% "s Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l R o a d i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 EROSION CONTROL NOTES 1 THE EXISTING SITE IS DEVELOPED. 2.CONTACT DAVID WEBB, QQ 251-000-6566 3.AREA TO BE DISTURBED = 0.15 ACRES 4 5. 6. B. 0. 10. 11. 12. 13. 14. 15.DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. 16. 17. 18. 10. 20. I I 21. 22.BMP’S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS. 23.BMP’S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.I 24. 25 ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES 26 1 27. I ।. ONE STOFy MeTA ount 5599 REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED. DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO MIND VIA WATERING DRY SOILS CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. THE SITE IS TO BE CLEARS) AND GRADS) AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED AT ONE TIME ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THS KNOWLEDGE IN HIS/HER ACTIONS AND QUOTATIONS SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL EP A GUIDELINES FOR THE NPDES PROGRAM. ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK FOR EROSION CONTROL SEDIMENT CONTROL AND STORMWATER MANAGE KENT ON CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK) MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES. WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER’S CONTRACTOR. ALL CUT AND ALL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS OF THEIR CONSTRUCTION ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY CONSTRUCTION SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES. INDICATING THE 1/3 FULL VOLUME ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE TIE SITE DURING CONSTRUCTION IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH “SOUTH TYPE SEEDINGS PER THE ALABAMA HANDBOOK THE ESCAPE OF SEDIMENT FROM THE SHE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION ANU SEDIMENT CONTROL MEASURES ANU PRACTICES PRIOR TO. OR CONCURRENT WITH LAND DISTURBING ACTIVITIES ALL SLOPES STEEPER THAN 3H1V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT PLACE WATTLE AROUND DROP INLEI 05-40-03-37-010-044 001 PIN 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 | USDA SOIL SURVEY CLASSIFICATIONS MaA - MALBIS FINE SANDY LOAM. OTO 2 PERCENT SLOPES - HSG C ( I I I I I I e JEOARDEUILDING !■ll IkI I> f s1L LANDING I e 5 Do Aal€Jr h L/(I )* X X CONCEEIE SB)SB) I BERNHARDT LANE I O EDs DF FIWEHIENT I I IIill ulu e xosoocckl 6 VEHICLE CARPORT FFE=121.65 05-46-03-37-0-602-003.506 PIN: 64020 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AMD LINVILLE 10229 SCENIC HWY 98 FAIRHOPE AL 36532 PROPOSH) BUILDING 3.867 SF UNDER ROOF FIRST FLOOR UNIT A -1.860 SF (OFFICE) SECONDTHIRD FLOOR UNIT B - 2.065 SF (RESIDENTIAL i UNIT C - 2,005 SF (RESIDENTIAL) FIRST FLOOR FFE=122 75 05-46-03-37-0-006-043. 501 PIN 14358 FST AND HATFIEID BALDWIN LLC POBOX 1662 FAIRHOPE AL 36633 e ( I LANDING CONSTRUCTION SEQUENCE - PHASE 1 LEGEND: 2 3. 5. CONSTRUCTION SEQUENCE - PHASE 2 ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS CONSTRUCTION SEQUENCE - PHASE 3 2 STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL I /§ BRICK l I / I I I CONCRETEI I BRIC Iei I I REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, AND CONSTRUCTION EXIT INSTALL THE CONSTRUCTION EXIT PER DETAILS INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. REQUEST BMP INSPECTION PRIOR TO CLEARING ONCE INSPECTION IS COMPLETE AND APPROVED. CLEARING & SITE WORK CAN BEGIN (PHASE 2) 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON AREAS WHEN BROUGHT TO GRADE CONSTRUCT BUILDING AND INSTALL UTILITIES. INSTALL STONE BASE. INSTALL PAVING CALL FOR AN INSPECTION FROM THE QCP ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS I E 8 3 0s I I I I h , 5 3 5 > E3 I TWO STOR • BRXTK/STUCCO BUILDING FFE,120.4 0 SB [CEP MU MULCHING SEMBRSARYTS PS SEDIMENT BARRIER CONSTRUCTION EXIT PAD PERMANENT SEEDING — U8.1 Know what's below. Call before you dig. fe es - 3 in —= P A Y E M E N DE LA M A R E A V E N U E 6 0 F T . R / W "o §5 1 §2 8s CO N T R O L P L A N ER O S I O N & S E D I M E N T De L a M a r e P h a s e 2 0 Y RE V I S I O N DA T E ze e v u q n y a d o u a e a on u a y S t N { F [ 9 C AF F I X SE A L §e =% "s Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i R o n d Fa i r h t p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 - - 2 / 1 1 / 2 6 S P “w e s m o w ? qI U I N K ) ) ) , , AA B A M , 2 a 5. 6. a a. I I 10. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO 11. I 12I 13. III 14 I 15. I I I II ONE STORY HARDIE IECARD EUILDING Szeeeeeeeesed, ILe-TRANSFORMER PADTT I□I•I— I ' I I I•E □I LANDING GAS METER I INSTALL FDCllI1 Jo DI X — 4I OWE STORy METAL Ounn-s JovoILANDING W dF I inw II J uLEI ass —1-e.C.O1* CONCRETE I — TIE TO EXI: SDEOFPAVENEN ISTING ICONCRETE W -W W BERNHARDTANE W W W W W W Wt T 6* DIP WATER MAIN O En DF RWeuEr I I THREE (3)-34 WATER SERVICES 6TEEW MEGALUGS 6 - 45° BEND V MEGALUGS 6-45° BEND W/MEGALUGS FIRE HYDRANT ASSEMBLY SEE DETAIL FIRE RISER ROOM BACKFLOW TO BE LOCATED ON THE RISER ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE THE TAPE SHALL BE ATTACHED TO FIT TINGS. VALVES. HYDRANTS. ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE THE SANITARY SEWER UNE SHALL BE TESTED FOR INFILTRATIONEXFILTRATION IN ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILTY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT MITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS -EXISTING SEWER UNE CONTRACTOR TO VERIFY THE SEWER LINE SIX INCHES IF IT IS NOT. THE CONTRACTOR WILL NEED TO REPLACE THE EXISTING SEWER WITH A 6 UNE ALL THE WAY BACK TO THE MAIN NO LATERAL CONNECTIONS TO THE SANITARY SEWER MANHOLES ARE PERMITTED WATER MAINS UNDER 4' SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI. SDR 21 OR HEAVIER WATER MAINS 4'- 12 SHALL BE DUCTILE RON ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS. DETAILS. AND REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS THE CONTRACTOR SHALL BE INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE COMPLIANCE OF ALL SYSTEMS WITH THESE CODES ELECTRICAL PANELS THE PROPOSED WAIER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS OF FAIRHOPE PUBLIC UTILTIES (FPU) PRIOR TO COMPLETION OF THE PROJECT ALL PIPING, VALVES. FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FFU SPECIFICATIONS CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. imjimn UJlL eat THE CONTRACTOR SHALL FURNISH ERECT AND MAINTAIN BARRICADES. WARNING SIGNS. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. LATEST EDITION. — 3X5 ELECTRICAL BOX BY UTILITY THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICALPLUMBING PLANS FOR THE METER LOCATION THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED. AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM WATER MAINS TO BE INSTALLS) AND TESTED PER AWWA STANDARDS LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUM OF 2 HOURS ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILTY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCE NT BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24 THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU PRIOR TO BACKFILLING AND TESTING L TWO STORY EFUCK/STUCCO EULOIG FFE:120.4 e 05-46-03-37-0-602-003.506 PIN 64020 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AMD LINVILLE 19229 SCENIC HWY 96 FAIRHOPE AL 36532 05-40-03-37-000O-044.001 PIN 14646 FST AND PARKING AUTHORITY,CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 I HVAC UNIT ON ROOFTOP TERRACE. SCREENED BY PARAPET WALL PROPOSH) BUILDING 3.867 SF UNDER ROOF FIRST FLOOR: UNIT A -1,860 SF (OFFICE) SECONDTHIRD FLOOR: UNIT B - 2.065 SF (RESIDENTIAL) UNIT C - 2.065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIEID BALDWIN LLC PO BOX 1662 FAIRHOPE AL 36533 6 VEHICLE CARPORT FFE=121.65 TAP EXISTING- WATER MAINW TAP. SADDLE. & VALVE UTILITY NOTES U8.'I Knowwhat’s below Call before you dig. UTILITY PLAN LEGEND EXISTING PROPOSED GAS -----------G------------- -------- W-----------WATER -----------W------------ -------OhP-------- OVERHEAD POWER --------- OHP----------- -------UGE--------- --------- UGE-----------UNDERGROUND ELECTRIC FIBER OPTIC UNE --------- FOL----------- SANITARY SEWER --------- SS------------- 3?FIRE HYDRANT ASSEMBLY XVALVE E WATER METER CLEANOUT c.o. 3 =G E O F T A V E I RA I T O R Y SI D E W A L N 5 CO N R E I E G U T T E R P 1 0 — DE L A M A R E A V E N U E 6 0 F T . R / W I CO N C R E T E G U T T E R T 1 I i । St “A V E M E N I fe es - 3 inPA V E M E N T "i i u y §2 UT I L I T Y P L A N 0 RE V I S I O N DA T E 8 §e AF F I X SE A L De L a M a r e P h a s e 2 De I a M a r e A v e n u e Fa i r h o p e , A l b a m a 3 6 5 3 2 is = "s Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l R o n d Fa i r h p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 „. WA R A M Fc E s , , > - 2 / 1 1 / 2 6 S P MM ? SMOOTH DOWEL 3/4 DIA. 14 LENGTH LIGHTLY GREASE ONE SIDE @ 12O.C. 20 MAX. SPACING BETWEEN EXP JOINTSSEALANT2NDRESERVOIR-ERVOIR—POUR 1 1ST POUR | I SAWCUT — SEAL - AND SEAL \ i I109 11 coobdbatEoEc==--- _ E — HALF ROUND KEY JOINT ’ 1111)1)1 AND I3E1/4".fei T T T T 7^7 T .-4 1 1 CONTRACTION JOINTS 14” EXP JOINT 1M' EXP INT 15 MIN NOTESCONSTRUCTION JOINT SAWN CONTRACTION JOINT DOWELED JOINT AS 1/2 EXP JOINT7TIE BAR SAWCUTFut---------------------------- < OAtl 36@24°O.C. . AND SEAL —= BROOM FINISH (TYP.)#X36@ BUILDING PAD1.5:2d MIN546" MN1SEE NOTE #6 TIT3-0 5. CONTRACTION JOINTS SHALL BE T DEEP AND EDGED WITH 1/8” RADIUS TIED LONGITUDINAL JOINTJOINTING AT STRUCTURESISOLATION JOINT 6. NOTE: B.2. CEP39. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS 6. TYPICAL SIDEWALK DETAIL SCALE NTSCONCRETE PAVEMENT JOINTS DETAILS SCALE NTS 5 UNDISTURBED GROUND7- 4,000 PSI CONCRETE (MIN 550 PSI FLEXURAL STRENGTH)FLOWX,28—tXj % $ 6 COWPACTED BACKFILL - SIDE VIEW POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) CONCRETE PAVEMENT DETAIL J 2-0'OISILT FENCE ROLL 1SCALE NTS SILT FENCE ROLL 23 CLEAR ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS MORTAR ALL JOINTS I- -I3-0 MIN.8'Iff MAX. OC■ ALDOT SECTION 401 PRIME COAT I?8 EXISTING BASE MATERIAL STEEL POST- XTRENCH o ASPHALTIC CEMENT PAVEMENT DETAIL SCALE NTS FRONT VIEW SILT BARRIER TYPE "A1 Vv SB SCALE NTSKnow what’s below Call before you dig. ROLL THE ENDS OF EACH SECTION OF FENCE ONE OR MORE TIMES BEFORE INSTALLING THE POSTS ■STRUCTURE OR CASTING OUTSIDE OF PIPE +2* CLEARANCE COMPACTED SUBGRADE (85% STANDARD DENSITY) SET FRAME IN FULL BED OF MORTAR FABRIC (WOVEN WIRE FENCE BACKING) SEE NOTE 5- DISTURBED GROUND HARD SURFACE PUBLIC ROAD FOR SIDEWALKS 10 OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 17 IN J. - FLEXIBLE JOINT SEALANT - TO ALL AT LEAST 75% OF JOINT CAVITY TO CREATE A WATER TIGHT SEAL ISOLATION JOINT PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE STRUCTURE 5. LONGITUDINAL JOINT MN 0 14 SQ IN L. STEEL PER VERTICAL FOOT. PLACED ACCORDING TO ASTM C013 SPECIFICATIONS A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONCRETE CURB. REINFORCED TO MEET H-20 LOADING 3/8" PREMOLDED EXPANSION- JOINT FILLER ADJACENT TO ALL STRUCTURES OR OTTER CONCRETE NON-WOVEN CLASS IV GEOTEXTILE UNDERLINER PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASTM C913 NOTE SEE DETAIL FOR JOINTS -44' TYPE 'A' GEOTEXTILE FABRIC CONFORMING TO ASSHTO M288 W WIRE BACK 6 COMPACTED GRADED AGGREGATE FOUNDATION NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6 BETWEEN PIPES CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 17. TWELVE FEET (17) SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8 OF SURFACE WITH A SELF-LEVELING JOINT SEALANT WHEN A JOINT FALLS WITHIN 5 OF A MANHOLE LIGHT POLE BASE. OR OTHER STRUCTURE. SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. CONCRETE PAVEMENTS SHALL BE CONSTRUCTED. JOINTED. REINFORCED. AJO FINISHED TO MEET ACI330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES JUNCTION BOX FRAME AND COVER 24"0 HEAVY DUTY COVER IMPRINTED WITH STORM NOTE: OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGE OF SILT AT SEAM REINFORCED CONCRETE COLLARS AS NEEDED STEEL T POST 1 3LE/FT MIN------------------. LENGTH - 5 MIN. SPACED Iff MAX O.C ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO 1 — —1. ALL SIDEWALKS SHALL BE 4' THICK CONCRETE 1 5 - ALDOT SECTION 424A, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS TRANSVERSE JOINT 3. FOR SIDEWALKS 5 TO 8 WIDE. SPACING OF CONTRACTION JOINTS SHALL BE EQUAL TO WIDTH 2. CONTRACTION JOINTS SHALL BE SPACED AT 5- FOR SIDEWALKS 5 WIDE AND LESS. L 17 I 3s JUNCTION BOX (JB) DETAIL SCALE. NTS 4. FOR SIDEWALKS OVER 8' WIDE. SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS WELDED WIRE- MESH (TYP ) 2 ABOVE SUBGRADE CL a O Ie § ISE SAWCUT — \ AND SEAL \ \ CONSTRUCTION EXIT PAD SCALE NTS 8MIN 1 ।----A--- -THICKEN EDGE WHERE- EVER EDGE IS SUBJECT TO WHEEL LOADS 58 85 CO N S T R U C T I O N D E T A I L S De L a M a r e P h a s e 2 M CE N S CA B A M EE v d N DA T E AF F I X SE A L De l a M a r e A v e n u e Fa i r h o p e , A l b a m a 3 6 5 3 2 8 §e ge 82 >- 2 / 1 1 / 2 6 Yo s "S A R S Y , Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 0 W i n d m i n R o d d Fa r i m p e . A L 3 6 5 3 1 15 1 - 9 9 4 - 4 6 6 6 © FINISH GRADE JUNDISTURBED EARTH 6 GATE VALVE MJ. FITTINGS (TYF ) /A ]I A:883s 4 Y00 - 096 4 • 5: TYPICAL HYDRANT AND VALVE HYDRANT TO BE ADJUSTED TO GRADE AS REQUIRED - GRAVEL BEDDING gu— 2 TIE RODS (TYF) (1 EACH SIDE) WATER MAINCLASS C" CONC. ----------— BACKING AGAINST UNDISTURBED MATERIAL ADJUSTABLE VALVE BOX AND COVER CLASS C" CONC. BACKING AGAINST UNDISTURBED MATERIAL ROTATE HYDRANT AS REQUIRED FIRE HYDRANT ASSEMBLY TO BE MUELLER CENTLRIAN THREE WAY. 5 1-4 VALVE OPENING, A-423 PROVIDE 7 CU FT - 1/2 TO 1 CRUSHED STONE OR BANK RUN GRAVEL TO AT LEAST 6" ABOVE DRAINHOLES SCALE: NTS FINISH GRADE U2£ SPECIES SEEDING RATEACRE NORTH SOUTH SEWER PIPE 4'SANITARY ELL MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3BU SEPT1-NOV15 SEPT15-NOV15 SEPT15-NOV15 RYEGRASS 30 LBS AUG 1-SEPT15 SEPT1-OCT15 SEPT1-OCT15 ONE-WAYSORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR15-AUG1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3BU SEPT1-NOV1 SEPT15-NOV15 SEPT15-NOV15 MAR 1-JULY15 1/2COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 £ CRIMSON CLOVER 10 LBS SEPT1-NOV1 SEPT1-NOV1 SOTI-NOVI SEWER PIPE TS TWO-WAY SANITARY SEWER CLEANOUT SCALE NTS Know what’s below Call before you dig. 12X12XBTH. CONC COLLAR 12X12X6TH CONC COLI AR 4” SANITARY TWO-WAY CLEANOUT FITTING FINISH GRADE (LANDSCAPING) FINISH GRADE (PAVEMENT) NOTE CLEANOUT TO BE 4' DURA-COATED HEAVY DUTY WITH ROUND TOP & BRONZE PLUG ZURN Z-1400-HD. WADE W-6000-2, WATTS CO-Z00-RX4, OR APPROVED EQUAL LIME RATE 1 TON PER ACRE ON COARSE TEXTURED SOILS 3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE: APPLY 8-24-24 FERTILIZER PER MANUFACTURER’S RECOMMENDATIONS WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE: PER MULCHING DETAIL CENTRAL SEEDING DATES TEMPORARY SEEDING SCALE. NTS RISER ASSEMBLY DATE OF PLANTING MATERIAL NOTES TARRED AND WRAPPED, PER NFPA #24 ANNUAL RYEGRASS 10 10 10 6"AFF t 1/2 - 2 TONS SPREAD BY HAND OR MACHINE ANCHOR WHEN INISHED GRADEHULLED BERMUDAGRASS 12 12 2 MINSTRAW WITH SEED FLOOR-(7OLBS-0O LBS) SUBJECT TO BLOWING UNHULLED BERMUDAGRASS 20 18 12 29 SPREAD BY HAND OR MACHINE ANCHOR WHEN2 1/2 - 3 TONS TALL FESCUE 29 35 29 STRAW ALONE (NO SEED) (115 LBS-160LBS) SUBJECT TO BLOWING WEEPING LOVEGRASS 2 2 5-0 TONS ANNUAL LESPEDEZA (KOBE) 50 WOOD CHIPS (225 LBS-270 LBS)TREAT WITH 12 LBS NIIRGGENTON RESEEDING CRIMSON CLOVER 29 29 29 35 CUBIC YARDS PENSACOLA BAHIAGRASS 20 24 29 29 BARK (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER 30’ MIN CLEARREQUIRED PERMANENT PLANT MXED 1-2 TONS SPREAD BY HAND OR MACHINE WILL NOT BLOW LIKEPINE STRAW t I(45 LBS-90 LBS) STRAW 10-20 TONS WILL WASH OFF SLOPES TREAT WITH 12 LBSPEANUT HULLS (450 LBS-900 LBS)NITROGENTON MULCHINGMUSCALE NTS PS FIRE RISER STUB DETAIL SCALE: NTS BY SPRINKLER CONTRACTOR -THRUST BLOCK PER NFPA #24 TO UNDISTURBED SOIL TIE RODS ------- PER NFPA #24 IIP, TARRED AND WRAPPED. PER NFPA #24 JAN.I TO FEB. 15 RATE PER ACRE 4 (PER 1000 SF) DEC. 1 TO DEC. 31 NOTE REFER TO FIRE PROTECTION DRAWING FOR EXACT LOCATION OF RISER ASSEMBLY BY SITE CONTRACTOR FEB. 15 TO AUG. 31 SEPT. 1 TO NOV 30 SLEEVE THROUGH FLOOR SIZE TO PROVIDE 2 CLEAR SPACE AROUND PIPE AND FILL WITH USGTHERMAFIBERSAFING INSULATION (TYPICAL) LIME RATE 1 TON PER ACRE ON UIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE ) 2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE GRASSES ALONE: 400 LB/ACRE OF 8-24-24 WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 GRASS-LEGUME MIXTURES 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENT LEGUMES ALONE 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT MULCH RATE: PER MULCHING DETAIL TO BACKFLOW PREVENTER MJ 90 ELBOW (1/4 BEND) MEGALUG OR EQUAL ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING REQUIRED POUNDS PER ACRE OF PURE LIVE SEED PERMANENT SEEDING SCALE NTS T O - M N C O V E R mm A n a 58 50 >- 2 / 1 1 / 2 6 S P 1% 5 c CO N S T R U C T I O N D E T A I L S M RE V I S I O N DA T E 88 §e AF F I X SE A L 92 De L a M a r e P h a s e 2 De I a M a r e A v e n u e Fa i r h o p e , A l b a m a 3 6 5 3 2 =5i Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i R o n d Fa i r h p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 4 6 6 6 a‘ ‘ 2 " y , AR A M A SC E N s , , k S fK KAK5A0 < BEDDING, MAX. E. LAYERS COMPACTED TO 85% STANDARD PROCTOR . NITIAL BACKFILL MAX. e. LAYERS COMPACTED- 7 TO 85% STANDARD X PROCTOR HAUNCHING, MAX 6, LAYERS COMPACTED TO 85% STANDARD PROCTOR SANITARY SEWER PVC PIPE BEDDING SCALE NTS . BACKFILL WITH SELECT MATERIAL STRUCTURES AND ROADWAYS) MAX. 6 LAYERS COMPACTED TO 95% STANDARD PROCTOR (TOP 24 . OF FILL TO BE COMPACTED TO 05% < MODIFIED PROCTOR UNDER I ■ 1TL*e 30 MIN COVCR r t AND z SERVICES SHALL BE TYPE K COPPER TUBING (SEAMLESS WITH NO BENDS JOINTS OR COMPRESSION COUPLINGS) - 222 / BACKFILL WITH SELECT MATERIAL98888888888MAX 67 LAYERS COMPACTED TO 100% £. MODIFIED PROCTOR UNDER A STRUCTURES AND ROADWAYS) PPE 7 TO 90% STANDARD . e oonrnE) PROCTOR 17277057507025507275%5 PVC WATER BEDDING HAUNCHING, MAX. 6, LAYERS COMPACTED SPRING LINE OF PIPE E : 11 7 M BEDDING IF REGO CLASS IB MATERIAL. MAX 6 LAYERS COMPACTED TO 85% STANDARD PROCTOR / STANDARD PROCTOR (TOP 247 , < OF FILL TO BE COMPACTED TO 95% . AAnrpEr poeemnp i guunep . - INITIAL BACKFILL MAX 6, . LAYERS COMPACTED-- 1/ TO 95% STANDARD \ PROCTOR FINISHED GRADE / r 8 I 8" 3000 P SJ. CONCRETE 2CU FT, OF STONE WATER MAINdi CAST IRON VALVE BOX (SCREW TYPE) GATE VALVE NRS (SEE PLAN FOR SEE AND LOCATION) VALVE BOX SETTING SCALE. NTS • &r —WATERMAIN CORPORATION STOP FORD BALLCORP FB1000 (SEE NOTE NO 2) SERVICE SADDLE ROMAC 202 N3 NYLON CDATED DUCTILE IRON SERVICE SADDLE Wi STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIREO) SCALE NTS Knowwhat’s below Call before you dig WATEn Mt I EH MATERIAL SCHEDULE 2. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE C* 175 PS* AM) SUITABLE FOR SERVICE PIPING AND SHALL BE FORD 843-332 RGWNL OR EQUIVALENT CURB STOP SHALL HAVE PADLOCK MING AND 365 DEGREE VAL VE OPERATION WITH NO STOPS METER BOX ANO COVER EOXES WILL BE PLASTIC WITH IRON REAUER LIOS OR CONCRETE WITH CAST IRCA UDS BOXES WILL BE SUFFICIENT SIZE TO MOUSE THE METER AND CURB STOP CORPORATION STOPS WHERE REQUIRED OR DIRECTED SMALL HAVE STANDARD CC CORPORATION STOP THREAD ONINLEJAS SPECIFIED By AWWA C800, AND COPPER TUBING SZEOD OUTLET SUITABLE FOR SERVICE PIPING CORPORATION STOPS SHALL BE POPO BALLCORP F8-1000 SERIES WITH CRIP NUT OR APPROVED EQUIVALENT CORPORATION STOPS SMALL Be TAPPED INTO WATER MAINS ONLY BY MEANS Of A SERVICE SADDLE 3. WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE DF TESTING FOR ACCURACY WILL EE FURNISHED METERS MAY BE EITHER NUTATING DISC POSITIVE DISPLACEMENT OR OSCULATING PISTON FROST PROTECTION Wil I NOT BF REQUIRED REGISTERS SHA: L BE HERMETICALLY SEALED MAGNETIC DRIVE WITH STRAIGHT READING IN U S GAI.IONS SERIAL NUMBER WILL BE IMPRINTED ON THE CAEE AS WELL AE ON THE REGISTER GOX LID MA TERIALS USED FOR ME TENS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700 ELEVATION VIEW NT5 WEARING SURFACE BASE MATERIAL TRENCH MIN M N MN MN42022297TS1 OR __ A (COAT 1 REQD. SS10R SS1h TACK COAT BACKFILL MATERIALPIPE PAVEMENT PATCH SCALE: NTS EXISTING BASE COURSE EXISTING - ASPHALT PAVEMENT REQD. 6 INCH MIN THICKNESS OF BASE MATERIAL REQD: SAW CUT (TYP. ) REQD MM 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MIX 429) CITY OF WATER DETAILS TYPICAL 3" WATER SERVICE METER DETAIL NHET No W1 MMTL DSL 12-07-20CITY OF FAIRHOPE PUBLIC UTIUTIE5 555 SOUTH SECTION STRLET FAIRHOPE, ALABAMA 36532 251 928 8003 w** es FAIRHOPE — MA T E R I A L S H A L L B E __ _ _ _ _ A N G U L A R S T O N E _ _ _ _ _ _ _ (3 4 4 " M A X D I M E N S I O N ) . GR A E L O R S A N D WS T A U L W A T E R M E T E R AT R I G H T - O F - W A Y 1 PR O P E R T Y O N E O F CU S T O M E R ' S PR O P E R T Y MA T E R I A L S H A L L B E AN G U L A R S T O N E G/ 4 " M A X D I M E N S I O N ) . GR A V E L O R B A N D $ 20 2 2 2 0 0 0 2 2 2 2 / 2 2 2 2 2 2 2 «* M N 224 lb 3' U N CO V E R “I i m o n w 58 5 11 / 2 6 CO N S T R U C T I O N D E T A I L S ( y 11 4 CA B A M w’ l l 2 0 0 RE V I S I O N DA T E 8a 88 AF F I X SE A L De L a M a r e P h a s e 2 De 1 a M a r e A v e n u e Fu d v o r e , A l a t a s a 3 6 5 3 2 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 W i n d m a i R o n Fa r h p e , A l 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 - ' ‘ ‘ T A . Si 82 92 Sm Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. T1.1 Title 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Site Plan Review January 22, 2026 De La Mare Phase 2 A New Residential Development Fairhope, AL artist's depiction- not for construction reference "I I | I l i iN iN i ni ij i i i i WI I I I I I I I I I li i i i i i i i m I! ! ! ! ! ! ! ] j l i l i l l * ■ll I I I I I I I 3 — |iN m II I ll i l l l i i i i n l i i i i i i i i i i i i i i 1 1 1T A ii i i j i i i ii i i i W ti j i j i Il i i l NI I ii j NI I il ii i i ii i Mi l il II I il l jj i N TX il !\ ii HI il ii ' ll ii i ii ii i ii i ii ii i ii i ii i W ir i ! II I I ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii i i ii j Ni IN II I | | mI T F D I Dm •E E Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. C1.1 Survey of Record 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS TV TV 1/2"CRF TBM-1/2"CRS E FF E : 1 2 0 . 4 GM GM INV:120.2' RIM:121.4' INV:119.0' RIM:120.82' INV:118.3'RIM:121.3' GVGV MNF W/ MNS W/SHINER 43"LIVE 1/2"OEPF PKNF(MOORE) 1/2"RBF 1/2"RBF S INV:115.6' RIM:120.2' T WWWWWW ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING DRIPLINE DRIP LIN E GRAVEL GRAVEL PARKING AREA GRASS GRASS 1/2"CRS (SE CIVIL) SHINER GRAVEL TR A S H C A N S (SAWGRASS) S00°20'3 9"W 1 67.1 4' N0 0 °1 5 '2 7 " E 1 6 7 .0 2' (SE CIVIL) LA ND I N G LA NDI N G STAIRSSTAIRS 2'-2 1/2"' (MOORE) CONCRETE SLAB 11.2 ' 12.6'39.8' 67 . 0 ' 58 . 0 ' 25.0'7.8'7.8'11.7'7.7' BALCONY (2ND STORY)BALCONY (2ND STORY) N89°38'56"E 63.96' 167 '( R ) 167 '( R ) 64'(R) S89°45'10"W 63.71' DE LA MARE AVENUE 60 FT. R/W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BE R N H A R D T L A N E CO N C R E T E ED G E O F P A V E ME N T ED G E O F P A V E M E N T 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532EDGE OF PAVEMENT N:189962.859' E:1841332.937' EL:121.68'S88°58'51"E 66.73' 10"METAL 20.01' 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 64'(R) CO N C R E T E EDGE OF PAVEMENT EDGE OF PAVEMENT CONCRETE GUTTER CONCRETE GUTTER BR I C K 15"M ET A L 57 . 6 ' 61.5' 65 . 2 ' 120 120 12 0 120 120 121 122 122 121 122 120 121 N 00 20 40 20 SCALE 10 POINT OF BEGINNING SIDEWALK * I —T I 1 I I 1OT f O / A XX I I i i i 4 i i ! i d ! i 0 8 16 32 64Ft Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. C1.2 Architectural Site Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Architectural Site Plan 1/8"=1'-0" 1 C1.2 TV TV 1/ 2 " C R F TB M - 1 / 2 " C R S E FFE:120.4 GM GM IN V : 1 2 0 . 2 ' RI M : 1 2 1 . 4 ' IN V : 1 1 9 . 0 ' RI M : 1 2 0 . 8 2 ' RI M : 1 2 1 . 3 ' GV GV MN F W / MN S W / S H I N E R 43 " L I V E 1/ 2 " O E P F PK N F ( M O O R E ) 1/ 2 " R B F SIN V : 1 1 5 . 6 ' RI M : 1 2 0 . 2 ' T W W WW WW ON E S T O R Y M E T A L B U I L D I N G ON E S T O R Y H A R D I E BO A R D B U I L D I N G TW O S T O R Y B R I C K / S T U C C O B U I L D I N G DRIP LIN E DRIPLINE GR A V E L GR A V E L P A R K I N G A R E A GR A S S GR A S S 1/ 2 " C R S (S E C I V I L ) SH I N E R GR A V E L TRASH CANS (S A W G R A S S ) S00°20'39"W 167.14' N00°15'27"E 167.02' (S E C I V I L ) STAIR S STAIRS 2'- 2 1/2"' (M O O R E ) CONCRETE S LAB 11.2' 12.6 ' 39.8 ' 67.0' 58.0' 25.0 ' 7.8 ' 7.8' 11.7 ' 7.7 ' BALCONY ( 2 ND S TORY) BALCONY (2 ND S TORY) N89°38'5 6"E 63.96' 167'(R) 167'(R) 64'( R) S8 9 ° 4 5 ' 1 0 " W 6 3 . 7 1 ' DE L A M AR E A V E N U E 6 0 F T . R / W 05 - 4 6 - 0 3 - 3 7 - 0 - 6 0 2 - 0 0 3 . 5 0 6 PI N : 6 4 9 2 0 FS T A N D B R U N S O N , R I C H A R D HE N R Y E T U X A L L I S O N A N D L I N V I L L E 19 2 2 9 S C E N I C H W Y 9 8 FA I R H O P E A L 3 6 5 3 2 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05 - 4 6 - 0 3 - 3 7 - 0 - 0 0 6 - 0 4 4 . 0 0 1 PI N : 1 4 6 4 6 FS T A N D P A R K I N G A U T H O R I T Y / C I T Y OF F A I R H O P E A N D R H O P E , A L A B A M A 33 6 F A I R H O P E A V E FA I R H O P E A L 3 6 5 3 2 ED GE OF PA VE M EN T N: 1 8 9 9 6 2 . 8 5 9 ' E: 1 8 4 1 3 3 2 . 9 3 7 ' EL : 1 2 1 . 6 8 ' S88°58'5 1"E 66.7 3' 10 " M E T A L 20.01' 05 - 4 6 - 0 3 - 3 7 - 0 - 0 0 6 - 0 4 3 . 5 0 1 PI N : 1 4 3 5 8 FS T A N D H A T F I E L D B A L D W I N L L C P O B O X 1 6 6 2 FA I R H O P E A L 3 6 5 3 3 64'( R) CONCRETE EDGE O F P AVEMENT CONCRETE G UTTER BRICK 15"METAL 57.6' 61.5 ' 65.2'120 12 0 120 120 120 12 1 122 122 12 1 122 120 121 N PO I N T O F BE G I N N I N G SIDEWALK up up X I V X Le 71 □ I 8) 4 2 [ /55 =a 50 6 i । । i i । i ( N € ! /! i i Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A1 First Floor Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft First Floor 1/4"=1'-0" 1 A1 TV E 43 " L I V E T TRASH CANS 10 " M E T A L 122 12 2 12 2 12 0 12 1 Bed Cl Bath Wet Bar DiningLiving 1,881 sf Utility HVAC Ki t c h e n Be d Cl Ba t h DE L L A M A R E P H A S E 2 Fa i r h o p e , A L NO R T H NOTES: 1. BASE SURVEY PROVIDED BY WALCOTT ADAMS VERNEUILLE 2. LOCATION OF STRUCTURES, HARDSCAPE, AND EXISTING VEGETATION SHALL BE FIELD VERIFIED. 3. VERIFY ALL LAYOUT AND DIMENSIONS IN FIELD. 4. PLANT COUNTS ARE FOR CONVENIENCE ONLY. FIELD VERIFY ACCORDINGLY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE. 6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS. 7. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN DRAWINGS OR FIELD CONDITIONS. 8. REFER TO ARCH. / CIVIL FOR ALL UTILITIES, GRADING, DRAINAGE, & HARDSCAPE. Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. PLAN L-1.1 LANDSCAPE 0 SCALE: feet 4812 1/4" = 1'-0" up Existing Building Renovated Courtyard New Building 10' Tall Brick Wall 11'-4" Tall Brick Wall with Arched Opening Pr 3'x8' Iron Gates New Paver Courtyard Br i c k S t e p Br i c k L a n d i n g Landscape La n d s c a p e Existing Stair New Brick Landing Fo u n t a i n New Paver Courtyard New Steel Stair w/ Concrete Treads & Iron Railings Landscape Landscape Existing Stair Existing Stair Br i c k S t e p Concrete Stepping Stones Brick Porch Steel Pipe Columns with Decorative Base & Capital New Steel Stair w/ Concrete Treads & Iron Railings New Steel Stair w/ Concrete Treads & Iron Railings 10'-10"28'-0" Carport 14 ' - 6 " 4' - 4 " 7' - 4 " 25 ' - 4 " 7' - 4 " WHITE BOX for Future Office Tenant Gas LanternGas Lantern 8'-6" Fire Riser Rough In for Plumbing in This Area for Future Teant Restroom Stained Wood Ceiling Concrete Floor Ptd Gp Bd Ceiling Rough In for Plumbing in This Area for Future Teant Restroom Electrical Transformer El e c t r i c a l M e t e r Ga s M e t e r 2'-4"1'-8" 1 / UMI min 200---f==----—4 — piyZ0 )IAY 1 72 )/0 )(7) \ A V I i | 1 I I XX SS V 215 l 1 * 4 _ M T Wl U U R .. . . . . . . . . . . . . . . . . . . T - WY |! @ ] l — V . s V T T \ Mt Ml l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l g ■i i i i i i i i i i i i i i i i i i i m i n i n i n i n HI HI m i HI i n ■ I I I I I I — •.. . . . . . . . . ■I + |Ij } 7 N th h , C )// , z 07 11 I ll l l l l l i l l l i l l l i l l l i l l l i l | l i l l l l l l l l l l l l l l l l 1 W W ^ ll l l l l l l l l l l l l l l l l l l l l l l l l l li l l l i l l l i l l l f f i l I l l i I l l i l l i l i l l l i l l l i l l l i l l l i l l l i l l l f f i l 1 1 1 1 1 1 1 1 1 1 1 1 UJ I f F T I 1 S I 9 e CC D ) Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A2 Second Floor Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft Second Floor 1/4"=1'-0" 1 A2 Glass door Glass door New Steel Stair w/ Concrete Treads & Iron Railings Steel Pipe Columns with Decorative Base & Capital Wet Bar Living Utility Master Bed Kitchen 3'x5' Shower Ref Ice 36" Gas Range DW 4'x8' Island Sink Quartz Countertops Stained Island Painted Base & Uppers Painted Cabinets Marble Counter Carpet Floor Ptd Gyp Bd Wall & Ceiling Tile Floor Ptd Gyp Bd Wall & Ceiling Engineer Wood Floor Ptd Gyp Bd Wall & Ceiling (Vaulted) Master Cl Master Cl Dressing Hall Master Bath Toilet Up Stack W/D Carpet Floor Ptd Gyp Bd Wall & Ceiling Porch UNIT B Stained Wood Ceiling Stained Wood Ceiling TV TV Linen Linen Line of balcony above Stained Concrete Floor Stained Wood Ceiling Roof Top Terrace 20 ' - 0 " 6' - 0 " 20 ' - 0 " 6' - 0 " 14'-6"6'-8"10'-8"10'-8"8'-0"20'-3"8'-9"5'-3" Wet Bar Living Utility Master Bed Kitchen 3'x5' Shower Ref Ice 36" Gas Range DW 4'x8' Island Sink Quartz Countertops Stained Island Painted Base & Uppers Painted Cabinets Marble Counter Carpet Floor Ptd Gyp Bd Wall & CeilingTile Floor Ptd Gyp Bd Wall & CeilingEngineer Wood Floor Ptd Gyp Bd Wall & Ceiling (Vaulted) Master Cl Master Cl Dressing HallMaster Bath Toilet Up Stack W/D Carpet Floor Ptd Gyp Bd Wall & Ceiling Porch UNIT C Stained Wood Ceiling Stained Wood Ceiling TV TV Linen Linen Line of balcony above Stained Concrete Floor Stained Wood Ceiling Balcony Balcony New Steel Stair w/ Concrete Treads & Iron Railings New Steel Stair w/ Concrete Treads & Iron Railings Metal Roof 9' Ceiling 9' Ceiling 10' Ceiling 10' Ceiling 9' Ceiling 9' Ceiling 10' Ceiling 10' Ceiling Drawers and Stone Counter Drawers and Stone Counter 6' - 2 " 3' - 4 " 4' - 6 " HVAC HVAC HVAC I I I I I I I I I I I I I I l; ................L XX 6 0D @ J —E E ■M B B 1 + 1 11 . . I I I I I I I I ; I I i T 1 Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A3 Third Floor Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft Third Floor 1/4"=1'-0" 1 A3 Utility Bedroom 3'x5' Tub/ Shower w/ Tile Surround WH Carpet Floor Ptd Gyp Bd Wall & Ceiling Tile Floor Ptd Gyp Bd Wall & Ceiling Closet Bath Open to Below Toilet Dn Carpet Floor Ptd Gyp Bd Wall & Ceiling UNIT B TV UNIT C Exhaust chase - verify exact dimensions with equipment floor slope to follow stair slope Study Mech 1/2 Bath 10' Ceiling Sloped Ceiling Wood Floor Ptd Gyp Bd Wall & Ceiling Wo o d S t e p Utility Bedroom 3'x5' Tub/ Shower w/ Tile Surround WH Carpet Floor Ptd Gyp Bd Wall & Ceiling Tile Floor Ptd Gyp Bd Wall & Ceiling Closet Bath Open to Below Toilet Dn Carpet Floor Ptd Gyp Bd Wall & Ceiling TV Exhaust chase - verify exact dimensions with equipment floor slope to follow stair slope Study Mech 1/2 Bath 10' Ceiling Sloped Ceiling Wood Floor Ptd Gyp Bd Wall & Ceiling Wo o d S t e p 20 ' - 0 " 14'-6"9'-9"5'-11 1/2"10'-5 1/2" 15 ' - 6 " 20 ' - 0 " N 0r3 a @ □ — = Tl 0 XX @ __ Mr it BEVOLO BEVOLO Pr 3'0x5'0 Casement2'2x4'2 Casement 2'2x4'2 Casement (3) 2'6x5'4 Casement 3'0 Round 1'2x2'0 Fixed Cement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Metal Roof Steel Columns with Decoartive Base & Capital Decorative Metal Railing Garage Doors?Garage Doors?Garage Doors?Garage Doors? 12 10 12 4 12 4 Brick WallIron Gates (Pr 3'0x7'4) Bevolo Gas Lanterns 1' - 4 " 1' - 6 " 8' - 3 " 3' - 3 " 12 10 12 10 Low Slope Roof Beyond Roof Beyond Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A4 Exterior Elevations 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Front (North) Elvation 1/4"=1'-0" 1 A4 Pr 3'0x5'0 Casement 2'2x4'2 Casement Cement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Pr 3'0x5'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement 3'0x6'0 Casement Metal Roof 3'0x6'0 Casement3'0x6'0 Casement Cement Based StuccoSteel Columns with Decoartive Base & Capital Decorative Metal Railing Steel Columns with Decoartive Base & Capital Fountain with Cast Stone Details 12 10 12 4 12 4 12 4 12 10 Alley Side (West) Elevation 1/4"=1'-0" 2 A4 iii iiii T I |iE7iMmmmi“] — ===== ===================== =[ ====== il—; —• TTIIIIIII [ TTTIIIT771 I--- —[ ===== JHI T I Ur 11 ■ ■ ■ D=t L s E / T I ■Bl±1 XX III I I I □ I e Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A5 Exterior Elevations 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Pr 3'0x5'0 Casement 2'2x4'2 Casement 2'2x4'2 Casement (3) 2'6x5'4 Casement 3'0 Round 1'2x2'0 Fixed Cement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Metal Roof Steel Columns with Decoartive Base & Capital Decorative Metal Railing 12 10 12 4 12 4 12 10 12 3.5 Low Slope Roof Beyond Roof Beyond Pr 3'0x5'0 Casement Pr 3'0x5'0 Casement Cement Based Stucco 3'0x5'0 Casement 2'2x5'0 CasementCement Based Stucco Face Brick (Match Existing Building) Asphalt Shingle Roof Painted Wood Facia Metal Roof Parapet Cement Based Stucco 12 10 12 4 12 4 12 10 2'2x5'0 Casement 2'2x4'6 Casement 2'2x4'6 Casement 2'2x5'0 Casement 2'2x5'0 Casement 2'2x4'6 Casement 2'2x4'6 Casement Pr 3'0x5'0 Casement Pr 3'0x5'0 Casement 3'0x5'0 Casement 3'0x5'0 Casement Rear (South) Elevation 1/4"=1'-0" 1 A5 East Floor 1/4"=1'-0" 2 A5 7 | ll A ‘N N l- ♦ U. . . . . . . . . . I i 1 1 NI l i N i i i M i H i i i i 1 M i i N| | i N i i f i i T il i !| i i l i 11i i i i 11 i i i i i i i i i i i i i i 11 i i i i i i i i i i 11 i i J TI T i i i i i i i i i i i i i! 1 j 'i i i i i i i i i ii i i i i i i i ii i i i i i i i ii i i i i ii i ii i i i i ii i ii i i i i ii i i i i i i i ii i i i i ii i il i l !! 1!ii !!1! ।! i^ H'!1 1 !1 1 1i 1 1i 1 1 !1 1 1 !1 1 !1 1 1i 1 1 !1 1 !! H । ■ Date Drawn Checked Revised Revised Revised Copyright 2026 De L a M a r e P h a s e 2 A N e w R e s i d e n t i a l D e v e l o p m e n t Fa i r h o p e , A l a b a m a January 22, 2026 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A6 Building Section 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Garage Bedroom Bedroom Bedroom Bedroom White Box Space ClosetCloset 16" Insuldeck Concrete Slab 12" Insuldeck Concrete Slab 4" Concrete Slab on Grade 4" Concrete Slab on Grade 8" CMU WallFace Brick 8" CMU Wall 6" Fire Treated Wood Studs OR 6" Metal Studs Fire treated Rim Board 4" Wood Studs 2x Furring on CMU 2x8 Roof System (Not Treated)2x8 Ceiling Joists 2x12 Roof System (Not Treated) Cut to 2x10 to provide slope Conventional 3 Coat Stucco on Felt Back Lathe Fire Treated Plywood Sheathing with Fluid Applied Vapor Barrier Asphalt Shingles on Synthetic Underlayment Low Slope Roof System. SBS Roof Prefered Decorative Wood Facia 16" I-Joist Floor System OR Heavy Gauge Metal Studs 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 122.5 - 1st Floor FFE 121.67 - Average Grade @ Site 40 ' - 0 " Ma x B u i l d i n g H e i g h t 37 ' - 1 1 " To p o f L o w S l o p e R o o f 133.83 - 2nd Floor FFE White Box Space - /1 XX De La Mare Phase 2 MOP Community Meeting Meeting Notes Meeting Date: January 19, 2026 Meeting Time: 12:00 PM Meeting Location: SE Civil, LLC 9969 Windmill Road, Fairhope, AL 36532 Hosted By: Larry Smith, PE, S.E. Civil In Attendance Larry Smith, PE, with SE Civil hosted the meeting. Four people from the community attended the meeting representing the Richard Henry and/or Allison Linville Brunson property. This property is known as the “French Quarter”. Please see attached sign-in sheet. Larry Smith, the civil engineer, began the meeting by explaining the purpose of the community meeting and then gave an overview of the MOP project. He explained that the new building will contain an office space on the bottom floor along with parking for six vehicles. The second and third floors will consist of two residential spaces. He explained that the office space contains a single story to help protect the canopy of the oak tree and that Chris Francis was hired to evaluate the tree and make suggestions. The attendees had a few questions/comments pertaining to the development: • Q – The original plan sent over had the HVAC units along the eastern property line, where have they been moved to? A- The HVAC units have been moved to the 1st Floor Rooftop Terrace. • Q – What is the material of the wall along their common line. A – That portion of the building is listed as stucco. • Q – Are their windows along this wall? A – No there are not windows on that section of the wall. • Q – Has this project already been approved? A – No, it will be submitted to the planning department, and they will receive notification of the time and date of the planning commission meeting where it will be held. • Q – Will the roof direct run-off towards their property? A – No, the roof run-off will be collected by roof drains that are tied directly to the storm system. Larry ended the meeting at 12:30 when all of the attendees’ questions had been answered. Larry thanked them for attending the meeting. He offered for them to reach out via phone or email if they thought of any more questions. CADCivilWnps Engineering & Surveying Next Steps: • City of Fairhope Planning Commission will present the Subdivision application on Monday, March 2, 2026 at 5 PM. Attachment: • Sign In Sheet CADCivilWnps Engineering & Surveying DE LA MARE PLACE SIGN IN Email AddressPropertySignature HATFIELD BALDWIN LLC ELIZABETH JOY WORD DELAMARE PLACE LLC FAIRHOPE SINGLE TAX CORP PETER ROBINSON 4 rhWrvnsone yakoo. cow DE LA MARE LLC RICHARD HENRY AND/OR ALLISON LINVILLE BRUNSON CITY OF FAIRHOPE PARKING AUTHORITY 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 January 12, 2025 Re : De La Mare Place MOP Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. DELAMARE PLACE LLC is requesting approval for De La Mare Place MOP. This development will consist of adding an office space and two residential units. The property is located off De La Mare Ave in Fairhope, Alabama. The parcel number for this project is 05-46- 03-37-602-003.504. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at S.E. Civil, 9969 Windmill Road, Fairhope, Alabama, on Monday, January 19, 2026. Please note this is an informational meeting only. The city staff and Planning Commission will not be present and will not be voting on this project at this time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE lsmith@secivileng.com CADCivilWnps Engineering & Surveying 0 8 16 32 64Ft Date Drawn Checked Revised Revised Revised Copyright 2025 De La Mare Phase 2 A New Residential Development Fairhope, Alabama December 10, 2025 This drawing and all information depicted is the property of Walcott Adams Verneuille Architects Inc. This drawing is copyright protected and shall NOT be reproduced, copied, manipulated, or shared with other parties without the written consent of Walcott Adams Veneuille Architects Inc. This drawing is subject to change at the discretion of WAV Architects. This drawing is being provided for the limited use of general viewing and general reference only for the initial recipient and is copyright protected. Walcott Adams Verneuille Architects, Inc. C1.3 Architectural Site Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Architectural Site Plan 1/8"=1'-0" 1 C1.3 TV TV 1/2"CRF TBM-1/2"CRS E FFE:120.4 GM GM INV:120.2' RIM:121.4' INV:119.0' RIM:120.82' INV:118.3' RIM:121.3' GV GV MNF W/ MNS W/SHINER 43"LIVE 1/2"OEPF PKNF(MOORE) 1/2"RBF SINV:115.6' RIM:120.2' T W W WW WW ONE STORY METAL BUILDING ONE STORY HARDIE BOARD BUILDING TWO STORY BRICK/STUCCO BUILDING DRIPLINE DRIPLINE 1/2"CRS (SE CIVIL) SHINER (SAWGRASS) S00°20'39"W 167.14' N00°15'27"E 167.02' (SE CIVIL) STAIRS STAIRS 2'-2 1/2" ' (MOORE) CONCRETE SLAB 11.2' 12.6' 39.8' 67.0' 58.0' 25.0' 7.8' 7.8' 11.7' 7.7' BALCONY (2ND STORY) BALCONY (2ND STORY) N89°38'56"E 63.96' 167'(R) 167'(R) 64'(R) S89°45'10"W 63.71' DE LA MARE AVENUE 60 FT. R/W 05-46-03-37-0-602-003.506 PIN: 64920 FST AND BRUNSON, RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 BERNHARDT LANE CONCRETE EDGE OF PAVEMENT EDGE OF PAVEMENT 05-46-03-37-0-006-044.001 PIN: 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE, ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 EDGE OF PAVEMENT N:189962.859' E:1841332.937' EL:121.68' S88°58'51"E 66.73' 10"METAL 20.01' 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIELD BALDWIN LLC P O BOX 1662 FAIRHOPE AL 36533 64'(R) CONCRETE EDGE OF PAVEMENT CONCRETE GUTTER BRICK 15"METAL 57.6' 61.5' 65.2'120 120 120 120 120 121 122 122 121 122 120 121 N POINT OF BEGINNIN G SIDEWALK Approximate Location of Existing Tree. Verify. Entry Portico up up Elect TransElect Meters Gas Meters Elect Junct Fire Riser Trash Cans HVAC I r "i L J I I 3 i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII^ 0 \ I annn I 1 — r 1.. Q O r _ I()III ......... I.m [[] r ? /] —M4W ।14d8 L_____ I 1 G [ [ ■ \\\X \X \X \ // W W N \\ 2 at =ai T F L V 1 1! / I I \ -------1 -------1 UO ) X \ \ N Ll I O O ..................... .... ■ । i i । T T ~ i ~ 1 PM m ■— 1 T I T I ■.. . . . . . . . . . . . 'l l ' ■l l CDCivilW"grgs Engineering & Surveying January 21,2026 Dear Michelle: Please let me know if you have any questions or need any additional information. Sincerely, 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 No.26348 PROFESSIONAL The existing De La Mare Building roof lines discharge both toward De La Mare and behind the unit. The rear of the property is a combination of grass, asphalt, concrete, and compacted gravel. The new building will utilize roof drains and internal roof drains to direct water to the rear of the building. This water will be collected via roof drains and connected directly to the existing storm system. Rain that falls within the courtyard will sheet flow towards the alley and enter the existing concrete flume along the existing Phase I building. The proposed improvements will not alter the existing flow patterns and will not have a negative impact on the adjacent properties. Mrs. Michelle Melton City of Fairhope City Planner 555 S. Section Street Fairhope, AL 36532 Larry Smith, PE Partner 251-990-6566 Re: SR 26.02 and SD 26.05 De La Mare Phase 2 - Drainage Letter S.E. Civil Project #20241372 f i * $ ACAB.A,, ‘ YAENS2.CENSco * aoqe.F ""•lllltv CDCivil9W"po Engineering & Surveying January 20, 2026 Re:De La Mare Phase 2 - Fire Flow Dear Hunter: Below are previous results from fire flow data for the hydrant located on Section Street: As you can see, there is adequate fire flow available. If you have any questions, please let me know. 'Hi.4Sind 7'/,W 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Larry Smith, PE lsmith@secivileng.com : * jy Static: 53 psi Residual: 51 psi Pitot: 37.5 psi Observed Flow: 1,015 gpm Calculated Flow at 20 psi: 4,612 gpm Hunter Simmons Fairhope Planning Department 451 Pecan Street Fairhope, AL 36532 O.S..... S,LART7* ABA SGEN86" * No. 26348 PROFESSIONA DECLARATION OF CONDOMINIUM OF DeLaMare Place, 0A CONDOMINIUM U. O - 9 4:18PM2005 March Instrument Number 875381 Pages 53 gage Tax 5.00 This Instrument Prepared By: David E. Hudgens Hudgens & Eiland LLP Post Office Box 1574 Daphne, Alabama 36526 Tel. (251) 625-2880 159.80 Mort Min ' DP 5.00 Johns, Judge of Probate State of Alabama, Baldwin County 1 certify this instrument was filed and taxes collected on: Recording Deed Index Archive Adrian T. CDCivilW"pan Engineering & Surveying January 20, 2026 Re:De La Mare Phase 2 - Traffic Letter Dear Hunter: If you have any questions, please let me know. Sincerely,al ceNSco No. 26348*3 TF3CINE cr PR® C A Appenimmmam" 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Larry Smith, PE lsmith@secivileng.com This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 2 residential units and approximately 1,860 sq. ft of office space. When plugging in this information into the ITE Trip Generation Report, we come up with 32 daily trips and 4 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. Hunter Simmons Fairhope Planning Department 451 Pecan Avenue Fairhope, AL 36532 4..... . _ ’ s LARY Wmtsitt;/;,, A B A 4”*---2.7 % Instructions:Trip Generation Rates from the 8th Edition ITE Trip Generation Report Enter Numbers into the "Expected Units"NA: Not Available KSF2: Units of 1,000 square feet in the Corresponding Yellow Column DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Description / ITE Code Units Rate Weekday Daily Traffic PM Peak Period Rate % PM In % PM Out Expected Units (independent variable) Calculated Daily Trips PM Peak Trips - Total PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA Commercial Airport 021 Employees 13.40 0.80 54% 46% 0 0 NA NA Commercial Airport 021 Avg Flights/Day 104.73 5.75 56% 44% 0 0 NA NA Commercial Airport 021 Com. Flights/Day 122.21 6.88 54% 46% 0 0 NA NA General Aviation Airport 022 Employees 14.24 1.03 45% 55% 0 0 NA NA General Aviation Airport 022 Avg. Flights/Day 1.97 NA NA NA 0 NA NA NA General Aviation Airport 022 Based Aircraft 5.00 0.37 45% 55% 0 0 NA NA Truck Terminal 030 Acres 81.90 6.55 43% 57% 0 0 NA NA Park&Ride w/ Bus Service 090 Parking Spaces 4.50 0.62 22% 78% 0 0 NA NA Park&Ride w/ Bus Service 090 Occ. Spaces 9.62 0.81 28% 72% 0 0 NA NA Light Rail Station w/ Park 093 Parking Space 2.51 1.24 58% 42% 0 0 NA NA Light Rail Station w/ Park 093 Occ. Spaces 3.91 1.33 58% 42% 0 0 NA NA General Light Industrial 110 KSF2 6.97 0.97 12% 88% 0 0 NA NA General Light Industrial 110 Employees 3.02 0.42 21% 79% 0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA General Heavy Industrial 120 Employees 0.82 0.88 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21% 79% 0 0 NA NA Industrial Park 130 Employees 3.34 0.46 20% 80% 0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36% 64% 0 0 NA NA Manufacturing 140 Employees 2.13 0.36 44% 56% 0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25% 75% 0 0 NA NA Warehousing 150 Employees 3.89 0.59 35% 65% 0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51% 49% 0 0 NA NA Mini Warehouse 151 Storage Units 0.25 0.02 NA NA 0 0 NA NA Mini Warehouse 151 Employees 61.90 6.04 52% 48% 0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33% 67% 0 0 NA NA High-Cube Warehouse 152 Employees NA 0.66 35% 65% 0 0 NA NA Utilities 170 KSF2 NA 0.76 45% 55% 0 0 NA NA Utilities 170 Employees NA 0.76 90% 10% 0 0 NA NA Single Family Homes 210 DU 9.57 1.01 63% 37% 0 0 NA NA Single Family Homes 210 Vehicles 6.02 0.67 66% 34% 0 0 NA NA Apartment 220 DU 6.65 0.62 65% 35% 0 0 NA NA Apartment 220 Persons 3.31 0.40 NA NA 0 0 NA NA Apartment 220 Vehicles 5.10 0.60 NA NA 0 0 NA NA Low Rise Apartment 221 Occ.DU 6.59 0.58 65% 35% 0 0 NA NA High Rise Apartment 222 DU 4.20 0.35 61% 39% 0 0 NA NA Mid-Rise Apartment 223 DU NA 0.39 58% 42% 0 0 NA NA Rental Townhouse 224 DU NA 0.72 51% 49% 0 0 NA NA Resd. Condo/Townhouse 230 DU 5.81 0.52 67% 33% 2.0 12 1 1 0 Resd. Condo/Townhouse 230 Persons 2.49 0.24 67% 33% 0 0 NA NA Low Rise Resd. Condo 231 DU NA 0.78 58% 42% 0 0 NA NA High Rise Resd. Condo 232 DU 4.18 0.38 62% 38% 0 0 NA NA Luxury Condo/Townhouse 233 Occ. DU NA 0.55 63% 37% 0 0 NA NA Mobile Home Park 240 DU 4.99 0.59 62% 38% 0 0 NA NA Mobile Home Park 240 Persons 2.46 0.26 63% 37% 0 0 NA NA Retirement Community 250 DU NA 0.27 56% 44% 0 0 NA NA Elderly Housing-Detached 251 DU 3.71 0.27 61% 39% 0 0 NA NA Congregate Care Facility 253 Occ.DU 2.15 0.17 56% 44% 0 0 NA NA Elderly Housing- Attached 252 Occ.DU 3.48 0.16 60% 40% 0 0 NA NA Recreational Homes 260 DU 3.16 0.26 41% 59% 0 0 NA NA Residential PUD 270 DU 7.50 0.62 65% 35% 0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49% 51% 0 0 NA NA Hotel 310 Rooms 8.17 0.59 53% 47% 0 0 NA NA Hotel 310 Employees 14.34 0.80 54% 46% 0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42% 58% 0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45% 55% 0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60% 40% 0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60% 40% 0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53% 47% 0 0 NA NA Motel 320 Rooms 5.63 0.47 54% 46% 0 0 NA NA Motel 320 Employees 12.81 0.73 54% 46% 0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43% 57% 0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43% 57% 0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41% 59% 0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43% 57% 0 0 NA NA State Park 413 Employees NA 4.67 43% 57% 0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29% 71% 0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41% 59% 0 0 NA NA Regional Park 417 Employees 79.77 10.26 45% 55% 0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60% 40% 0 0 NA NA Golf Course 430 Employees 20.52 1.48 48% 52% 0 0 NA NA Golf Course 430 Holes 35.74 2.78 45% 55% 0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33% 67% 0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45% 55% 0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50% 50% 0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94% 6% 0 0 NA NA Movie Theater w/o matinee 443 Movie Screens 220.00 24.00 41% 59% 0 0 NA NA Movie Theater w/o matinee 443 Seats 1.76 0.07 75% 25% 0 0 NA NA Movie Theater w/o matinee 443 Employees 53.12 4.20 NA NA 0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64% 36% 0 0 NA NA Movie Theater w/ matinee 444 Movie Screens 153.33 20.22 40% 60% 0 0 NA NA Movie Theater w/ matinee 444 Seats NA 0.14 53% 47% 0 0 NA NA Horse Track 452 Employees 2.60 NA 50% 50% 0 NA NA NA Dog Track 454 Attendees 1.09 0.13 66% 34% 0 0 NA NA Arena 460 Employees 10.00 NA 50% 50% 0 NA NA NA Ice Rink 465 Seats 1.26 0.12 NA NA 0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56% 44% 0 0 NA NA Amusement Park 480 Employees 8.33 0.50 61% 39% 0 0 NA NA Zoo 481 Acres 114.88 NA 50% 50% 0 NA NA NA Zoo 481 Employees 23.93 NA 50% 50% 0 NA NA NA Tennis Courts 490 Courts 31.04 3.88 NA NA 0 0 NA NA Tennis Courts 490 Employees 66.67 5.67 NA NA 0 0 NA NA Racquet Club 491 Courts 38.70 3.35 NA NA 0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Racquet Club 491 Employees 45.71 4.95 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57% 43% 0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35% 65% 0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37% 63% 0 0 NA NA Recreational Com. Center 495 Employees 27.25 3.16 44% 56% 0 0 NA NA Military Base 501 Employees 1.78 0.39 NA NA 0 0 NA NA Elementary School 520 Students 1.29 0.15 49% 51% 0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45% 55% 0 0 NA NA Elementary School 520 Employees 15.71 1.81 49% 51% 0 0 NA NA Private School (K-12) 536 Students 2.48 0.17 43% 57% 0 0 NA NA Middle/ JR. High School 522 Students 1.62 0.16 49% 51% 0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52% 48% 0 0 NA NA High School 530 Students 1.71 0.13 47% 53% 0 0 NA NA High School 530 KSF2 12.89 0.97 54% 46% 0 0 NA NA High School 530 Employees 19.74 1.55 54% 46% 0 0 NA NA Junior/ Comm. College 540 Students 1.20 0.12 64% 36% 0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58% 42% 0 0 NA NA Junior/ Comm. College 540 Employees 15.55 1.39 58% 42% 0 0 NA NA University/College 550 Students 2.38 0.21 30% 70% 0 0 NA NA University/College 550 Employees 9.13 0.88 29% 71% 0 0 NA NA Church 560 KSF2 9.11 0.55 48% 52% 0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47% 53% 0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47% 53% 0 0 NA NA Daycare Center 565 Students 4.48 0.82 47% 53% 0 0 NA NA Daycare Center 565 Employees 28.13 4.79 47% 53% 0 0 NA NA Cemetery 566 Employees 58.09 7.00 33% 67% 0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Prison 571 Employees NA 0.23 28% 72% 0 0 NA NA Library 590 KSF2 56.24 7.30 48% 52% 0 0 NA NA Library 590 Employees 52.52 5.40 47% 53% 0 0 NA NA Lodge/Fraternal Organization 591 Members 0.29 0.03 NA NA 0 0 NA NA Lodge/Fraternal Organization 591 Employees 46.90 4.05 NA NA 0 0 NA NA Hospital 610 KSF2 16.50 1.14 42% 58% 0 0 NA NA Hospital 610 Beds 11.81 1.31 36% 64% 0 0 NA NA Hospital 610 Employees 5.20 0.33 31% 69% 0 0 NA NA Nursing Home 620 Beds 2.37 0.22 33% 67% 0 0 NA NA Nursing Home 620 Employees 4.03 NA 26% 74% 0 NA NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA Clinic 630 Employees 7.75 1.23 41% 59% 0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17% 83% 0 0 NA NA General Office 710 KSF2 11.01 1.49 17% 83% 1.9 20 3 0 2 Corporate Headquarters 714 KSF2 7.98 1.40 10% 90% 0 0 NA NA Corporate Headquarters 714 Employees 7.98 1.40 10% 90% 0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15% 85% 0 0 NA NA Single Tenant Office Bldg 715 Employees 3.62 0.50 15% 85% 0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27% 73% 0 0 NA NA Medical Dental Office 720 Employees 8.91 1.06 34% 66% 0 0 NA NA Government Office Building 730 KSF2 68.93 1.21 31% 69% 0 0 NA NA Government Office Building 730 Employees 11.95 1.91 74% 26% 0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA State Motor Vehicles Dept. 731 Employees 44.54 4.58 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51% 49% 0 0 NA NA US Post Office 732 Employees 28.32 2.84 51% 49% 0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31% 69% 0 0 NA NA Gov. Office Complex 733 Employees 7.75 0.79 31% 69% 0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15% 85% 0 0 NA NA R&D Center 760 Employees 2.77 0.41 10% 90% 0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47% 53% 0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51% 49% 0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49% 51% 0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50% 50% 0 0 NA NA Free-Standing Discount Store 815 Employees 28.84 3.48 50% 50% 0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47% 53% 0 0 NA NA Hardware/Paint Store 816 Employees 53.21 5.05 NA NA 0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Garden Center) 817 Employees 22.13 1.99 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Nursery (Wholesale) 818 Employees 23.40 0.47 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49% 51% 0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49% 51% 0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47% 53% 0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67% 33% 0 0 NA NA Quality Restaurant 931 Seats 2.86 0.26 67% 33% 0 0 NA NA High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59% 41% 0 0 NA NA High Turnover/Sit Down Rest 932 Seats 4.83 0.41 57% 43% 0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51% 49% 0 0 NA NA Fast Food w/o Drive Thru 933 Seats 42.12 2.13 64% 36% 0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52% 48% 0 0 NA NA Fast Food w/ Drive Thru 934 Seats 19.52 0.94 53% 47% 0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54% 46% 0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66% 34% 0 0 NA NA Quick Lube Shop 941 Service Bays 40.00 5.19 55% 45% 0 0 NA NA Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50% 50% 0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39% 61% 0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48% 52% 0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49% 51% 0 0 NA NA Gasoline/Service Station 944 Fuel. Position 168.56 13.87 50% 50% 0 0 NA NA Serv.Station w/ Conven.Mkt 945 Fuel Position 162.78 13.38 50% 50% 0 0 NA NA Serv.Stat.w/Conv.Mkt.&Carwash 946 Fuel Position 152.84 13.94 51% 49% 0 0 NA NA Self-Service Carwash 947 Stalls 108.00 5.54 51% 49% 0 0 NA NA Tire Store 848 Service Bays NA 3.54 42% 58% 0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43% 57% 0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47% 53% 0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51% 49% 0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51% 49% 0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49% 51% 0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50% 50% 0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50% 50% 0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53% 47% 0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50% 50% 0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48% 52% 0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49% 51% 0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50% 50% 0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50% 50% 0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50% 50% 0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50% 50% 0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48% 52% 0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52% 48% 0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50% 50% 0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44% 56% 0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49% 51% 0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50% 50% 0 0 NA NA Fairhope Public Utilities 64 November 20, 2025 Re: De La Mare Phase 2, Pin 15174 555 S. SECTION STREET, FAIRHOPE, ALABAMA 36532 • 251.928.8003 FAIRHOPEAL.GOV Council Members Kevin C. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson Ben Patterson Electric Superintendent This letter of availability is only valid based on what was proposed at the utility review meeting. Any changes or deviations of the proposed plan will require another utility review. This statement of availability remains effective for twelve (12) months from the date of this letter; at which time it shall expire and automatically be withdrawn. Gas: New gas service is available to the property, subject to the completion of all necessary application processes and payment of any applicable fees. Marshall King Electric Staking Technician Water & Sewer: Based upon review of the proposed development, water and sewer service by Fairhope Public Utilities is currently available. All tap fees and system development charges (SDC’s) will apply, and all necessary infrastructure improvements will be at the developer’s expense. Sid Grose Gas Department Construction Supervisor Electric: Electric is available with Fairhope Public Utilities. ATC’s will be determined upon final approval of plans. Mayor Sherry Sullivan ryl Morefield Water/Wastewater Superintendent Wes Boyett Natural Gas Superintendent Daryl Morefield Water/Wastewater Superintendent January 12, 2026 Larry Smith S.E. Civil Engineering & Surveying RE: Service Availability – De La Mare, Phase 2 Dear Mr. Smith, This letter is in response to your request for information on the availability of service at the above location by AT&T. This letter acknowledges that the above referenced property is located in an area served by AT&T. Any service arrangements for this location will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to this location. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell Senior – OSP Design Engineer AT&T Alabama 2155 Old Shell Rd Mobile, Alabama 36607 Gulf District/ Mobile Office (251) 680-7402 at&t 888Proud Sponsor of the U.S. Olympic Team Michelle Melton T N — SOUTHWOOD CT W E[BROOK LN S GAYFER RD.EXT SIABAW I I s N W E S — BROOK LN GAYFER RD EXT SD 26.02 - Dresden Woods vOu oCity of Fairhope Planning Commission March 2, 2026 Ao"A, &7Lw — Road • Parcel Zoning: | | PUD | | R-1 | | R-3 • R-4g” Project Name: Dresden Woods Site Data: 4.66 acres Project Type: Preliminary plat approval of 6-lot s u bd i vs i on_____________________ Jurisdiction: Fairhope Planning Jurisdiction Zoning District: R-1, Low Density Single-Family Residential District PPIN Number: 43888 General Location: Northeast corner of Bishop Road and Gayfer Road Extension Surveyor of Record: Dewberry Engineer of Record: Dewberry Owner / Developer: James and SM Scopolites School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: BI S H O P R D SD 26.02–Dresden Woods Subdivision March 2, 2026 Page 1 of 7 SUMMARY OF REQUEST Public hearing to consider the request of Dewberry, on behalf of the owners, James M and SM Scopolites, for Preliminary Plat approval of Dresden Woods, a 6-lot Major Subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located on the northeast corner of Bishop Road and Gayfer Road Extension and is 4.66± acres. SITE HISTORY At its meeting in May 2020 the Planning Commission tabled SD 20.18 involving the subject property in a 3-lot Minor Subdivision due to concerns regarding the configuration of the lots, proximity to a fire hydrant, and the construction of sidewalks. Following revisions, the 2020 application was ultimately approved by the Planning Commission in June 2020 with partial acceptance of the fire hydrant and sidewalk waivers with the following conditions: a. Sidewalks and a fire hydrant must be installed on the proposed lot “2” ROW at the time of any vertical construction activities and shall be a condition of receiving final occupancy approval. b. Sidewalks must be installed on the proposed Lot 1 and Lot 2 ROW at the time of any vertical construction or class 3 renovation of existing structures on proposed Lot 1 and Lot 2, and installation of sidewalks shall be a condition of receiving final occupancy approval. c. A signature block for the City of Fairhope Building Official shall be included on the plat. The subject property was annexed into the City via Ordinance 1787 on December 20, 2023. At its July 1, 2024 meeting the Planning Commission approved SD 24.16 involving the subject property in a 2- lot Minor Subdivision for Preliminary and Final Plat of Gayfer Place Phase Two with conditions. However, it does not appear that the Final Plat for Gayfer Place Subdivision Phase II was recorded in Baldwin County Probate, and as such, has expired. At its December 1, 2025 meeting the Planning Commission approved SD 25.19 involving the subject property in a 4-lot Major Subdivision for Preliminary Plat approval of Dresden Woods Subdivision with conditions. The December application was never acted on and associated permit applications were never submitted to staff. STAFF COMMENTS The purpose of this request is to create six (6) legal lots of record from two (2) existing legal lots that are Gayfer Place Subdivision. Proposed Lots 1 and 2 have frontage on Bishop Road. As a corner lot, Lot 2 has additional frontage along Gayfer Road Extension. Proposed Lots 3-6 have frontage on Gayfer Road Extension. Both roads are Baldwin County maintained rights-of-way (ROW). As such, all work performed within County ROW will require permitting from the Baldwin County Highway Department. The Preliminary Plat illustrates a compliant minimum lot width for all proposed lots and properly labels lot area for all lots in both square feet and acres. If approved, this information should be retained on the Final Plat. The Preliminary Plat illustrates a compliant 40-foot front yard setback along Bishop Road for Lots 1 and 2. However, Lots 3-6 illustrate a 45-foot front yard setback along Gayfer Road Extension. Article III Section C of SD 26.02–Dresden Woods Subdivision March 2, 2026 Page 2 of 7 the Zoning Ordinance only requires a minimum 40-foot front yard setback for lots within R-1 districts; however, Gayfer Road Extension has a 75-foot Highway Construction Setback measured from the centerline of the road. As such, the Applicant proposes a 45-foot front yard setback for all lots fronting Gayfer Road in order to accommodate both required setbacks. There are 10-foot side yard setbacks and 35-foot rear yard setbacks illustrated for all proposed lots in compliance with Article V Section E.4.a of the Subdivision Regulations and Article III Section C.1. of the Zoning Ordinance. Various access and utility easements are depicted on the Preliminary Plat. If approved, a note should be added to the Final Plat stating that no structures shall be constructed in any easement without permission of the easement holder. It should be noted that one of the conditions of approval for the December application (SD 25.19) required driveway access for Lot 1 to be placed within 30 feet of the northern property line of Lot 1. The Preliminary Plat for the current application illustrates this requirement as a note on the proposed Lot 1 and as such, if approved, should be retained on the Final Plat. Common Area makes up approximately 43% of the subdivision and all proposed lots are within 450’ of a fire hydrant. Utilities Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. The current residence on proposed Lot 6 is on a septic system. Low pressure sewer service is available; however, the developer is responsible for the installation of the low-pressure sewer along Gayfer Road Extension. This necessity for additional infrastructure makes this subdivision application a major subdivision application with Preliminary and Final plat approval. Gas service installation for the subdivision will also be determined based on final drawings. Traffic A traffic letter was submitted with the application and is attached to this packet. As proposed the 6-lot subdivision is estimated to generate fifty-eight (58) trips daily, which is well below the 1,000-trip threshold. As such, no further traffic study was conducted. Drainage A Drainage Narrative is included in the packet. Currently, stormwater runoff drains to the proposed grady pond located in the center of the subdivision within a Preserve greenspace type, then drains north towards Fly Creek. Proper grading is critical for efficient drainage. There is a natural drainage ditch that allows stormwater to flow between the grady pond and ROW (ditch). The Drainage Narrative states that the addition of six (6) houses and driveways will create an increase in stormwater runoff for this site. A detention pond is designed to attenuate stormwater runoff such that the post-development stormwater runoff rates are less than the pre- development rates. (Drainage Narrative, p.3). SD 26.02–Dresden Woods Subdivision March 2, 2026 Page 3 of 7 Wetlands The Applicant submitted a wetland delineation report dated July 7, 2025. There is a grady pond on site. The Applicant does not currently have a formal jurisdictional determination from the Army Corps of Engineers (USACE). Applicant included the grady pond within the Common Area with a 30-foot wetland buffer in accordance with Article V, Section F.4. of the Subdivision Regulations. If approved, the 30-foot wetland buffer should be retained on the Final Plat. The most recent version of the Utility and Sidewalk Plan (Sheet C2) shows a sewer main to be installed by bore within the wetland buffer along Gayfer Road Extension. Previously, a sidewalk was potentially going through the wetland buffer along Gayfer Road Extension. The sidewalk has since been revised so that it will meander around the buffer and trees within the ROW (see exhibits). Greenspace Preserve The subject site has less than two (2) units per acre, which requires a minimum of 10% greenspace area in accordance with Article V, Section C, of the Subdivision Regulations. The Preliminary Plat has approximately 1.4 acres of Preserve greenspace type or 30% of the subject site. See below. Table 4-1: Greenspace Categories and Types Connectivity There are not any sidewalks installed directly adjacent to the subject property. There is an existing sidewalk along the south side of Gayfer Road Extension. While the Preliminary Plat illustrates 15’ drainage/utility/sidewalk easements along both Bishop Road and Gayfer Road Extension, past approvals for the subject property included conditions of approval requiring the installation of sidewalks along all street frontages in accordance with the Subdivision Regulations. As such, if approved, installation of sidewalks shall be required prior to submittal of an application for Final Plat. Category TVPC Image 4.PePreserve SL.C cl A r? Location Preserves may be located in development type based natural features and the required level of preservation of natural characteristics required. Size Recommendation The size of a Preserve greenspace should be based on the site characteristics and potential continuity of natural features in the area along with the potential to connect to adjacent natural areas.o Description An undeveloped area that contains significant natural features or habitat worthy of preservation. Features such as large stands of trees, water elements, or prominent topography characterize preserves. A preserve may by use for passive recreation or as a scenic and visual buffer. It generally contains little or no constructed improvements although trails may access the preserve. SD 26.02–Dresden Woods Subdivision March 2, 2026 Page 4 of 7 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 26.02 – Dresden Woods Preliminary Plat with the following conditions: 1. Revision of the Final Plat to remove all structures illustrated on Lot 6 prior to application for Final Plat; 2. Receipt of all required permits necessary for proposed ROW work from Baldwin County; and 3. Installation of sidewalks along all street frontages prior to application for Final Plat. EXHIBITS SD 25.19 – Dresden Woods March 2, 2026 Page 5 of 7 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Per Acre (UPA) Setback Setback Setback Setback All Structures Height 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ Meandering Sidewalk Abutting Grady Pond T \ I \ \\ fI IpLOBLOLLYEX GRADY POND *I ■\PINE 20 EASTERN RED CEDAR 28' \\I IV\OAK 74"I |■S' £2 4 21"W 33 G‘'OAK ZD fl— W —'W—W — W—w W — W—W—W —W — w—w — w —w — w—w — w — w — w-w—w — w W—W —W — W — W — w — w-W —W - RCP / 98’ 63" SEWER MAIN SHOWN IN WETLAND BUFFER TO BE INSTALLED BY BORE LOT 5 FFE=123.50l f" ’■S' INSTALL WATER ___ SERVICE LOT 4 FFE= 123.50' 18" RCP W INV: 118.20’ E INV: 118.47’ II ll + INSTALL SEWER SERVICE EXHIBITS SD 25.19 – Dresden Woods March 2, 2026 Page 6 of 7 Preliminary Plat §9 hs $ r I"P8U%i mr 4 rr W .S* ALZL.LZOCN «■<;»» AC,lAW (n) .»eni Mrs.zo.ooN (30 0097 AOCCLO0N I E S.35 139* I * 1 § 1 0 11 3 . 2 2 ° Lo e L c u L Y 7 - M 4n * 3 , 35 ‘ e s t 5n g vn u r y 40 2 s’ I OS £ Z 1 = 3 4 Ov 2 1 0 JS 8 9 1 0 Z 94 0 1 t . LO T 5 . 2 0 3 1 9 S F . 3 0 . 4 7 AC FF E = 1 2 3 . 5 0 ‘ 75 9 . C T " " S u o s v 3 PR E S E R V E mn s r 14 0 A 6" 5 t __ _ 4 5 6 5 4 _ _ _ __ _ _ _ oa w e c c u n o I ) [ S U W L A C A S L M E N T it II w 2 45 B S L E A S T E N AC D C L ' a i s© Lu E o A x i© wo ll • - O U L L - —T . , = . D e (— ) , 0 0 T 3 4 3 9 . 4 9 . 6 8 5 | oo r 2 4 Wi v a c 2 r . s r . s s s ll O PR E S E R V E 60 7 9 9 S F [ e : aw so ll 40 0 0 9 A L t i , G P A e t - - - I I "T T 9 O .0 0 0 0 2 M r 1 . S * . 6 S N Zl .0 0 ’ 0 0 . 10 0 . 0 0 " Ar M n * 3 M W , I uO S I 3 -f t i^ - . o r 9, s r ll f 8 ub c u y ! f t7 e i n e . L O T 4 Z Go d A G Y I e? 3Mi l 2 <8 •I wn " 23 % , 8i 75 9 . s t 7S 8 . S t § 35 ° uo r d s y 3 w i u o s _ _ _ _ _ _ _ _ _ 1 /I / 3 2 M 0 v 4 0 . S Z I nE D ED A R g s § 8 82 ov o r y - 66 2 0 9 I LO T 3 17 9 6 4 s r 0. 4 1 AC FF E = 1 2 3 . 5 0 % .0 0 0 8 1 Zt i . S t ^ g S .0 0 * z i = 3 u Ov o g ‘ 0 JS 9 9 6 1 2 ZL O T s 3 17 9 6 2 S F 0. 4 1 A C FF E = 1 2 3 . 5 0 ‘ ca o c e a un u r r ru t w / ' PO N D 50 7 8 S F 7S 8 . S I au s u s e a uu s u e w w e s o w n s h a "- - - - - - - - - M M A i 2 8 T 7 s wo w © LO T 1 16 9 5 5 S F 0 3 9 A C FT C - 1 2 4 . 0 0 ' ll I| $1 CO M M O N A R E A 87 4 5 9 S F 2. 0 1 A C 1 | s ' p O- r o u O. - M o U i .0 0 0 8 1 ‘G S CA S T I E N .0 0 0 0 4 13 3 8 5 wa i n o s * ‘ t -= s % - 10 0 0 0 1 .4 3 Ht n TP L Se C OF E E GI N N I N C II se e n o w 1 6 , r - 1 t &M r (r - 4 0 - 1 H O W . 0 9 ) 1x 3 *5 2 2 " f f 46 5 8 27 0 . 5 2 rfw a S0 1 Au l l a d a n ” EXHIBITS SD 25.19 – Dresden Woods March 2, 2026 Page 7 of 7 SD 24.16 Gayfer Place Subdivision, Phase II (approved and unrecorded plat) SD 20.18 Gayfer Place Subdivision (Recorded as Slide 2731-A) -000—016.070 LE DR RecoreGarby ZasF-E5 mSF, 2150.T "45" W 518.09’| ENCo tr w wy|\ §YAFD 35ESL V Wooded Area|12 I I NWooded AreaI EH-5 LOT 2—A8:-H 1 * ■- sB2”£E s5 — i ShaltLOTkuBa2t4819 ahl\s\Fonkknce 1 FRCNTYARDy40 BSL 1 20 BSL 1 —120500554 00‘1400c H y A45- * t454 IL Dean,H BD 57 45" • 729 ce‘ogso-w wir——. Ede ct lcol GAYFER ROAD EXTENSIONeo Welt-af-say Paved Vosi5 =u* 574" E 30.0"L zExstmg Fire Hydrant GAYFER 720.0% f i Tr T — 147825-/ Sq. Ft 339t/- Acres 1 LOI L GAYFER FLACE Recorded Slide 2731—A 1 | / i y 1 REAR YAFD 35ESL 1263474 1 REAR YAFD 35‘IrL DS 06--40—02-0—CPI J4TI00 FuE ELWH E : 145 IEADOWHFAME A .1:: 2 1 ] 1 40 BL FRONT YAFD47 ESL FRCNT YARD VK -i LOI I s an 57’45" E E h l 1 1 IT15 ke shus28 H se 57 45" 3500" lrhe 042 N (00a 044 M) and mri romerced kt abeve lus n FEed Zurs X Up Dei Arri 19, 2019. vsl ' A t । V’ ) - .. tWt =.Woodld Ar-a ‘ <2b “382 8382 $889§a9582 8335 888ZLot 9 gLot 46 Lot 50+________________ 807.98"Lel 49Lot 473678" 10 nurog* Lt ity Eoement,SP >1 se,)75 twr * May ' kl farms.. — 35 BSLN 89® 57' 45" W 723.09’Shad J =35‘BSL se.35- BSL EAi‘*|!s ■ ll 2 Lot ll s iJ Shed —I Mobiw Hamel 1b Pal Lotgi11!zilIL..30' BSL 30-05..QBS--..s — 107 Drarag & Ltlity Ecvement 10 Drchoge & Mllts Easement N 89* 57- 45" w547,77‘211.31 140.00‘L.,SP SPN 89" 57′45" w 899.08* 1 Root BC Right-af-way Poved Rood GAYFER ROAD EXTENSION N 00* 13'30’ W 44.51* LOT 2 203,076+/ 5q, Ft 4.662+,- Acres f I s 6 * s l 1 1 LOT 1 65.124+/- Sq Ft 1518+/- Acres N Bg® 57'45" w 35.00' '347.777 s 89* 57" 45" E 8 w H 3 88 P---------------- Z500_10‘ Drenge • Utiity Ecammart BI S H O P R O A D F- $ s s 8 3 B S L 6 8 Ce s e m e r t 4 $ 30 . 0 ’ N 0 0 ° M ' 5 0 " w 2 9 9 . 5 1 ft po o y J o a b p a Pa v e d R u u d BI S H O P R O A D -1 ‘ 6 s e S j e + 1 3 5 j e u u s g N E - i i 2 Page 5 of 10 or FA/ APPLICATION FOR SUBDIVISION PLAT APPROVAL ] Village Subdivision • Informal (No Fee)Application Type: □ Multiple Occupancy ProjectX Preliminary Plat X Articles of Incorporation or List all associated investorsAttachments: Date of Application: 12/23/2025 State: ALCity: Fairhope Zip: 36532 Proposed Subdivision Name: Dresden Woods 4.66No. Acres in Plat:6 Parcel No: 05-46-02-09-0-000-016.000 Phone Number: 251-990-9950 State: AL Zip: 36526 Zip: 36526State: AL Contact Person: Victor Germain / Jason Estes Signature Fairhope Single Tax Corp. (If Applicable) No. Lots/Units: I Current Zoning: R-1 Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp, an authorized Single Tax representative shall sign this application. ] Minor Subdivision • Final Plat Name of Firm: Dewberry Address: 25353 Friendship Rd City: Daphne______________ Name of Authorized Agent: Dewberry Address: 25353 Friendship Rd City: Daphne______________________ FO Aaron Collins (as agent) Property Owner/Leaseholder Printed Name 12/23/2025 Date Property Owner / Leaseholder Information Name of Property Owner: Scopolites, James M and S M Phone Number: Address of Property Owner: 8611 Gayfer Ave Ext Contact Person: Aaron Collins Surveyor/Engineer Information Phone Number: 251-990-9950 Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Plat Fee Calculation: Reference: Ordinance 1269 6<X Docusign Envelope ID: 252E62D1-2460-4839-BAFD-FEE516B8A8A1 October 23, 2025 TO WHOM IT MAY CONCERN: Sincerely, ——Signed by: Mal Scopolitis, lAm. of tl of James M, Scopolitis *—4BDBBCBF46424DB... Scopolities, James M and S M v Dewberry 1 DEWBERRY is hereby authorized as our agent to repr e s e n t u s b e f o r e the City of Fairhope's Planning Commission and/or C i t y C o u n c i l regarding DRESDEN WOODS. LOT s LOT 44 LOT 49LOT 45 LOT 46 LOT 47 LOT 43LOT 9LOT 10 |isII 35.2* (R)1/2" OF125.14' (M) 1^5.00‘^R)r” CTF 262.55' CM) 262.87' (R)C CTF 35.10° (M)1“cn,s8945*142 723.06' (M)LOT 55539'57'45'£ 722-98' (R)d.a Nt.' -t e UAn5 7O35"-§389$SHEET SZE 24* X 36* GRAPHIC SCALE//N8945‘1 30 15 20D(§:82731 9Ns C • EW,—P1/7FBFAK,T4.94' 15' SSL (or 56 I1 811 d I 2111 WY OWNER:5 NB9‘45"14"W 200.00’45 144 L284L100.00’100.00"1 13.14'113.22°SHEDill)e L HICKORY5 PARCEL FtL«- prean -46—02—09-8 [eI3 J r 0—000—015 000J5* DRAMAGE & UTTr -15‘ DRAWLAGE & UnTY LOT JIEASEMEMTE^SShtENT8141 w-2.. L. W B5L I I35‘ esL 55 * BSL J5‘ SSL 35' BSLat— st-----------WATER PARCEL =5-46- na- ds—-- gM, fd-I 117.5* to . COMMON AREA 1 in intga. th FAIRHDFE, 5653210.6’5in P 22.44I 227.5‘.841-u Ito' BSL 2I । ylese LOT 4 #m.LOT 318 DGRADY PCWDi*11 ? ■ IIl’. I x1;LOT 571a'31AC II V!u Ii I21^G I OC r- HD. F4 a!a T #II607yal1sAr -I s 751 HGHWA Y CONSTBUCTION SETBACK 1.1 g45 ‘ BSL AND 45‘ BSL 45' BSLLJ.45' BSL45" BSL I[_____25' DRAtN^E/uLUTY/712 S/CElVAiJfy‘D$—e aa LOT 567 r* O£PF ®180.00'1DO.OO'8 1/2" CRTI WWTA1e‘ E we 12d3g‘As/FEME GWLNE“o9.T20.00%" —1OO.OO'-742.31'113.14'r T 72 x s-----5D- N89‘45‘47“W 75S.20' (w) N89-57'45'W 759.08' (R) K 4*x4* CMFM.MTR* DasarF ta -K -50‘ RIGHT-DF-WAY MATAL MeAmAGE mu R TIC-------a B G---------G--------- - C —— G IP.8K. 396, PC. 766, =5------------------ 1 JEu rgj —W—1 —•' ■ G--------0---------- d-------== G------- - •-----------•-----------C 0 G ------------C---------------G • U ——-0 G L — G --- G — G.I .-------------G----------------S------------- G----------------0TEM 14)-a'JO1: iiliua"I POINT OF BEGINNING -w Mwri798 £ ww 753% —%47I II 122 SDEWALK — SIDEWALK—R W -Hmm"--a CHP ---- OHR— GP— ------------------GHP----- PHS------Ge--TP—OH---------------- CHF-------CHP-----MP (P==== CHP ------------------ GHP ----- O -------- OHP------CHP -----MP -------OHP------DHP ----- OHP ----OHP -----MP--------Qp FOD*==OHP---------- OHF ----- CHPCHP GHP--------- MP —C1HP ■MP- I I x---------- xG E 04k I I I I MEADOWBROOK UNIT I (MBK. 11, PG. 105) 1 I PROPERTY ADDRESS: 8611 GAYFER AVE. E. C. 9 ? LOT 1 16955 SF 0.39 AC FFE= 124.00' POND 5078 SF 0.12 AC 17964 SF 0 41 AC FF£=123.50'LOT 2 21966 SF 0.50 AC FFE=124.00' 17962 SF 0.41 AC FFE=123.50' 1/2° ore OPLWE MKR GAS 5894514"E 180.00' MEADOWBROOK UNIT II (MBK II, PG. 81) 1 s D ID on•co 9 3 3 MKR FO N89-57‘45“W 35.00' (R) N89'42’23’W 34.94' (M) U Cr I I I I I I I C E [i C w.oMTn?n‘ E ML. 147 ( N FEET ) i nch -30tt s — 9 o 1/2" CRF (UOORE) MKR a"?. Un th SQC B7459 SF 2.01 AC 1/2" CUF (MOCE) 9) -TP- MKR FO s 3 8 § -500J6‘E0‘W T5.13’ (M) S00T355E JSLJS1_ GAS TAW 21 589^57'45’E 723.00' (R) S89'45'14“E 723.00' (M) d 0799/1. (.40' n l ( 8 \ ? \ 799 SF 4oAc. — 5 C % w—*- —OHP li .Z. /20" $7‘ -il,. T t 1$ t I t I% I$ I$ 1 t I 4 ‘I ll 13 ----- I' ll ll D। 8 Ii “570 C Y 113.85' FENCE 39'SDUTri 1/89'57'45^ '40.00' CR) N8T45'47'yy 139.34' (M) FOGL6, EDWN E 3613 GAYFER ROAD E2T FAIRHOPE. AL 36532 _____25' DRNNAGE/LRILfTY/ SIDEWALK EASEMENT 30' J DELORTO, WCKiE L 8682 BROOK LN FAIRHOPE, AL 36532 PARCEL #05-46-02-09- 0-000-016.060 E T I $ | 4 I$ 1 % I %I * L ll .— G-------------- "rFa* # WW A5.J5 E MEM937 T i ■ __ GAYFERRD. ^(T., _ fee?' FRIOHT-OF-WAY) ECOPOLITES, JAMES M. WCCREGOI, MORIS D. CHESNUT, MAFY V. E511 GAYFER AVE EXT FAIRHOPE, AL 36532 PITTMAN, CATHERINE P 15430 GREENO RD FAIRHOPE, AL 36532 PARCEL #05-46-02—09— 0—000—016.010 SEXTON MALCOIM J 8654 BROOK LN EAIRHOPE. AL 36532 PARCEL #05-46-02-09- 0-000-016.053 i4 BYD MARYPRATT TLIRNER 8542 BROOK LN FAIRHOPE, At 36532 PARCEL #05-46-02-09- 0—000—016.057 rFENCE 1,4' SOUTH ==*===-==== DWVEWA y ACCESS FOR LOT 2 SHALL BE WTHIN 30 FT. GF Th NORTHERN PROPERTY | LNE. ROBERTS, DCWNOVAN A ETAL ROBERTS, KATELYN M B50D BROCK LN FAIRHCPE, AL 36532 PARCEL #05-46-02-09-. 0-000-016.054 4 COWES, RACHEL A 8680 BROOK LN FAIRHOPE, AL 36532 PARCEL #05-46-02-09- 0-000-016.056 PROWDENCE PLACE CONDO 8550 SOUTHWOOD CT FAIRHOPE, AL 36532 PARCEL #05—46—02-09—0—900-016.010 -—151 DRANNAGE * UTT EASEMENT I & S- ’is8 ll 8888 J. “Irec e1.1 - • i A LOT 6 20388 SF 0.47 AC FFE=123.50' 125..34 l ", C 4 gI '01 in LUCAS, DANEL K ETUX BRANDY J MCKEE 8518 BROOK LN FAIRHOPE, AL 36532 PARCEL #05-46-02-09-0-000-016.055 5” E , . FLD (w) < । L-15 DRAINAGE del UTILTr -7 ___EASEMEHE_______ — sas Ss * 5 llUi “ • J 82 RIVENBARK. R L ETAL 5841 RIVENBARK LN FAJRHOPE, AL 36532 PARCEL #05-46-02-09-0-000-016.011 SEC1ICN 09, T-6S. R-7-E _ SECTIDW 18, T-6-s, R-Z-E |I al V7 LOT 5 20319 SF — 0.47 AC “ FFE=1235O' '12N 5 - 9 3,1 ======== lN I I I I 'I II i t 8 t 8 LDAE HGETRALEH i"#5 4 CEE — — P e-----‘—FDTE—T- "P ——d—1 F _______I. lii 8 |$ IhuseL,—"., E Mk1.2f LEGENC:SURV YOR'S NOTES- 2. 3. (M) = MEASURED BEAFWG AND DSTANCE 5. 6. LiNE CMF • CRF O RBF <1 cTF ® OEPF ® CRS • 8. 9. = CCWCRETE MOWLWENT FOLW = CAPPED REBAR FOUND = REBAR FOUND = CRIMP TOP IRON FOUNO = OPEN END PIPE FOUND = 5/8" .CAPPED REBAR SET (CA-1109-LS) [BEARING ~ NMVT45'W (R) M.BK. PG. INS INV ALL MEASUREMENTS WERE MADE IN ACCORDANCE WITH ALABAMA STANDARDS, THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS. OR OTHER INSTRUMENT5 WHICH CDULD AFFECT THE BDUNDARIES OF SAD PROPERTIES. THE LINES REPRESENTING THE CENTERLINE AND RIGHT-OF-WAYS OF THE STREETS ARE SHOWN FOR VISUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHOWN, SURVEY WAS CONDUCTED IN SEPTEMBER 16, 2025; AND IS RECORDED IN FIELD BOCK 339 FAGE 59 AND IN AN ELECTRONIC DATA FILE. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED” FROM ACTUAL FIELD TRAVERSES. BEARINGS SHOWN HEREON ARE REFERENCED TO STATE PLANE GRID COCRDINATES, ALABAMA WEST ZONE 0102, NADB3 (2011). ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAYD 88. ALL GPS OBSERVATIONS WERE TAKEN USING REAL TIME KINEMATIC GFS. THIS SURVEY IS BASED UPCN MONUMENTATION FOUND IN PLACE AND DDES NOT PURPORT TO BE A RETRACEMENT AND PROPORTIONING OF THE ORIGINAL GTANCE J7.LJ2 70.00 _ RCP - REINFORCED CONCRETE PIPE MOP = METAL CORRUGATED PIPE = BUILDING SETBACK LINE = RECORDED BEARING AMD DISTANCE - MAP BOOK = PAGE - WSTRLWENT = WVERT GOVERNMENT SURVEY- 10. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 11. SOURCE CF INFORMATION: GAYFER PLACE SUBDIVISION, SLIDE 2731-A; MEADOWBROOK UNIT 1, MBK. 11, PG. 105; MEADOWBROOK UNIT 2, MEK. 11, PG. 81; WESTCOR LAND TITLE INSURANCE COMPANY. TITLE COMMITMENT NO. 25-001155. DATED JULY 10, 2025 AT 0:30 PM. GENERAL NOTES: 1. THERE I5 DEDICATED HEREWITH A 15 FOOT DRAINAGE & UTILITY EASEMENT ON ALL EXTERNAL BOUNDARY UNES. 2. THERE IS DEDICATED HEREWITH A 15 FOOT DRAINACE & UTILITY EASEMENT ON ALL INTERICR LOT UNES (7.5 FOOT ON ETHER SIDE). 3. FFE FOR EACH LOT SHOWN HEREON SHALL EE A MINIMUM LF 15 INCHES ABOVE GRALE. A. LOT 3 SHALL INSTALL ROOF DRAINS THAT CONNECT TO EITHER THE PDNO OR THE DRAINAGE DITOH = MAILBOX = GUY WIRE = SIGN - WATER METER - FIRE HYDRANT = WATER VALVE = POWER POLE - LIGHT POLE = ELECTRIC METER - TELEPHONE PEDESTAL = UNDERGRCLIRD UTILITY MARKER tas = GAS TANK ® - WATER PUMP — w--------------OVERHEAD POWER LINE ----- • ------- = WRE FENCE ------G------= CAS LINE (APPROXIMATE 1 GeATEW - SCALED FROM UTILITI' MAP) —*— = WATER LE (APPROXIMATE 1,0047109 - SCALED FROM IfmiTY MAP) ------:------- = 5EWEI UNE I APPROXIMATE LOCATION - SCALED FROM UTL/TY MAP) SURVEYORS CERTIFICATE; DESCRIPTION: VICTOR L. GERMAIN, AL. P.LS. NO. 38473 DATE DRESDEN WOODS (DESCRIFTKON COFIED FROM WESTOOR LAND TITLE INSURANCE COMPANY, TITLE COMMITMENT NO. 25-001195, DATED JULY 10, 2025 AT 9:30 PM) DEWHERRY SURVEY NOT VAUD WITHOUT ORIGINAL SIGNATURE AND SEAL. LOT 2, GAYFER PLACE SUBDIVISION, AS PER’ MAP OR PLAT THEREOF RECORDED ON SUDE 2731-A IN THE RECORDS IN THE OFFICE CF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE MITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALADAMA TOTIIE DEST OF MY HNUWLLDGE, INFORM ATION. AND LCLID A RESUBDIVISION OF LOT 2, GAYFER PLACE SUBDIVISION AS RECORDED AT SLIDE 2731-A PRELIMINARY PLAT - NOT FOR RECORDING FEBRUARY 11. 2025 - SHEET 1 OF 1 THIS _______ DAY D F. 2025.THI5 _____ DAY OF 2025. ALTHORIZEO REPRESENTATIVE AUTHORIZED REPRESENTATIVE CERTIFICATE OF OWNERSHIP APPROVED BY THE CITY OF FAIRHOPE PLANNING COMMISSION. BY THIS _____ DAY OF 2025. OWNER: BY: DATEAUTHORIZED REPRESENTATIVE ITS: DATESECRETARY THIS _______ DAY OF 2025. AND FOR THE COUNTY OF AUTHORIZED REPRESENTATIVE DATED THIS_____ DAY CF 20____ _ COUNTY ENGINEER GIVEN UNDER MY HAND AND NOTARIAL SEAL TUI? _________DAYTHIS _____ DAY OF 2023.OF 2025. CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE: (SEWER) THE UNDERSIGNED. AS AUTHORIZED BY THE CITY OF FAJRHOPE HEREBY APPROVES THE WTHIN PLAT FOR THE RECORDING CF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, CERTFIGATE OF APPROVAL SY THE CITY OF FAIRHOPE: (ELECTRIC) THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. CERTIFICATE OF NOTARY PUBUC STATE OF ALABAMA COUNTY OF BALDWN CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE: (GAS) THE UNDERSIGNED, AS AUTHORIZED BY THE CITY CF FAJRHOPE HEREBY APPROVES THE MTHIN PLAT FOR THE RECORDING CF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, APPROVAL OF THIS SUBDISION PLAT THE PLANNING OCMMISSION OF THE CITY OF FAIRHOPE ASSUMES NO RESPONSIEIUTY FOR SURVEY ERRORS OR FOR DEFECTS OR DEFICIENCIES IN THE TITLE TO THE PROPERTY AFFECTED BY THE PLAT, AND ANY SUCH RESPONSIBILITY IS HEREBY AFFIRMATIVELY DISCLAIMED. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE:(WATER) THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE HEREBY APPROVES THE 'MTHIN PLAT FOR THE RECORDING OF SAME IN THE PRCBATE OFFICE OF BALDWIN COUNTY, ALABAMA. CERTIFICATE OF APPROVAL BY A TAT: (TELEPHONE) THE UNDERSIGNED, AS AUTHORIZED BY AT&T HEREBY APPROVES THE WTHIN PLAT FOR THE RECORDING OF SAME IN THE PROEATE OFFICE OF BALDWIN COUNTY, ALABAMA. CERTIFICATE OF APPROVAL BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA THE STATE CF ALABAMA DO CERTIFY THAT WHOSE NAME(S) I5 (ARE) SUBSCRIBED TO THE CERTIFICATION OF DWNEFEHIF AND DEDICATION. APPEARED BEFORE ME THIS DAY IN PERSON ANO ACKNOWLEDGE THAT HE/SHE (THEY) SIGNED, SEALED AND DELIVERED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGE THAT HE/SHE (THEY) SIGNED, SEALFD AND DELIVERED 5AID INSTRUMENT AT HIS/HER (THEIR) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER THE UNDERSIGNED, AS COUNTY ENGINEER OF BALDWIN COUNTY, ALABAMA, HEREBY APPROVES THE MTHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE CF BALDWIN COUNTY, ALABAMA, FLOOD ZONE INFORMATION: THIS PROPERTY LIES WITHIN ZONE "x" (UNSHADED) AS SCALED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY’S FLOOD INSURANCE RATE MAPS OF HALDWIN COUNTY, ALABAMA, MAP NUMBER 0100300642M, COMMUNITY NUMBER 015000. PANEL NUMBER 0642, SUFFIX M AND MAP NUMBER 0100300644M, COMMUNITY NUMBER 015000, PANEL NUMBER 0644, SUFFIX M. MAPS EFFECTIVE DATE APRIL 19, 2019. I. AS PROPRIETOR(S), HAVE CAUSED THE LANO EMBRACED IN THE WTHIN PLAT TO BE SURVEYED. LAID OUT AND PLATIED TO BE KNOWN AS DRESDEN WOODS, A PART CF SECTION 9, TOWNSHIP 6 5DUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND THAT THE EASEMENTS AS SHOWN ON SAID PLAT ARE HEREBY DEDICATED TO THE USE CF THE PUBLIC. A NOTARY PUBUC IN ________________ IN nSITE DATA; REQUIRED SETBACKS: UTILITIES: PROPERTY IS LOCATED IN SECTION 09,TOWNSHIP 6 SCUTH, RANCE 2 EAST BALDW COUNTY, ALABAMA. FRONT; 45 FEET (GAYFER RD) FRONT; 40 FEET (BISHOP RD) REAR: 35 FEET SIDE; 10 FEET SIDE STREET: 20 WATER SERVICE: CITY CF FAIRHOP E SEWER SERVICE; CITY OF FAIRHOPE ELECTRIC SERVICE; CITY OF FAIRHOPE BROADBAND: AT&T TOTAL AREA: 4.56 AC. CURRENT ZONING: R-1 (Low Density Single Family Residential) UN. FT. STREETS; NONE NUMBER OF LOTS; 5 DENSITY: 1.29 UNTS/AC MIN. LOT SIZE: 15,000 SF SMALLEST LOT; 15,000 SF (LOT 1) LARGEST LOT; 23,342 (LOT 2) COMMON AREA: 2.01 AC (43%) PRESERVE: 1.40 AC. (3035) LOT 49 DAVIS. JUDITH ANN ETAL DAWS, HEATHER 2907 OLD BARN OR SE OWENS CROSSROADS, AL 35763 PARCEL #05-46-02-89- 0-000-816.059 BOUNDARY SURVEY AND FLAT OF SUBDIVISION DRAWN A.S.C.CHKD.V.LG.DESIGN FRO. MGR C.S.B.ENG SURVEYORL.M.D. V.L.G. 1"=30'SCALE • Dewberry PROJ. NO 50189049 FILE SHEET 15353 Frientalup Road Daphne, AL56576 251-990-9950 f=x=5ig=g5515 DRESDEN WOODS PRELIM PLAT V2 1 OF 1 AUTHORIZED REPRESENTATIVE NOTARY PUBLIC NHHY54 WV/C/NITY MAP 1" = 1 MILE H5 14 E N350145 W 5ooug‘r4TW LE 1.5 LOT 51 FAIRHOPE 10 #itT 1II 0 Dl hFd H56 SD il 21 : 22 . Schoul < Fnirbope Church Farrhope • ■7 Church K, Church E —44t "30- SITE 1 4 ' -7- SC T T T W E T W E * P L E N T E E L A C E J g LO T 2 GA Y F E R A N D B I S H O P S U B D . (S L I D E 2 6 9 1 - A ) FA M H G E A L J e 5 t : FA F C E # C s — 4 5 - 9 9 - 0 9 - C - C ] - 1 5 G l LL L L E T C W E I N V E S T W E N T S L A L 11 g P R O F E S S I G N 4 L P A R K O FA M H D E , A L J 5 5 2 FA F C E L # 5 — 4 5 - 0 2 - 0 9 - 0 - 0 0 0 - D T 5 , C 0 2 ga p w s i | 1 - 9 2 PROPOSED SITE IMPROVEMENT PLANS for De La Mare Phase 2 De La Mare Avenue ENGINEERS CERTIFICATE Fairhope, AL 36532 Code and t all other rules. regulations. applicable to my design Project Engineer SCENSG$pRPeSSXNALLEGAL DESCRIPTION -t Sk 5J MORE PARTICULARLY DESCRIBED AS FOLLOWS: i(E. EWE) r - Torr P . HI VEH SIT- ) A * ■ FAIRHOPE1 13/POP 15,436—U 1 Fairhope ••%I—TABLE OF CONTENTSChurchaIU—5 I L 4 \7 SITE A T “49 J 1ft48 ieem 1 ""1 &A CONTACTS *Y YT 7 munige-0 0 NIC /- 2 (d N /21-J/1 J Church 1 i Twin ■/ VICINITY MAP REVISIONS REVISIONS: DATE APPR. REVISION J Magnolia Beach 1/20/26 2/11/26 TLS TLS D01 C01 CO2 CO3 CO4 CO5 CO6 CO7 Know what’s below Call before you dig INITIAL CITY OF FAIRHOPE SUBMITTAL RE-SUBMITTAL TO FAIRHOPE NO. 0 1 GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 UNIVERSIT OF ' TH ALABAMA BALOWIE COUNTY PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 ■ TT Good BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BEGINNING AT A ONE-HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5. BLOCK 13. DIVISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1. PAGE 320 AND PAGE 321. PROBATE COURT RECORDS. BALDWIN COUNTY ALABAMA AND RUN THENCE SOUTH 00 DECREES 20 MINUTES 30 SECONDS WEST. A DISTANCE OF 167 14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND: THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST. A DISTANCE OF 63.71 FEET TO A ONE HALF INCH CAPPED REBAR SET ISE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE. THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST. ALONG SAC EAST RIGHT-OF-WAY, A DISTANCE OF 167.02 FEET TO A MAG NAM. WITH DISC SET (SE CIVIL) ON THE SOUTH RIGHT-OF-WAY LINE CF DE LA MARE AVENUE: THENCE RUN NORTH 69 DEGREES 36 MINUTES 56 SECONDS EAST. ALONG SAC SOUTH RIGHT-OF-WAY, A DISTANCE OF 63.96 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES. MORE OR LESS. airhopo School COVER BOUNDARY & TOPOGRAPHIC SURVEY DEMOLITION PLAN SITE PLAN GRADING & DRAINAGE PLAN EROSION & SEDIMENT CONTROL PLAN UTILITY PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS I 0 ye “Lot five (5) and additional land on West and South to give a total width of 64 feet and a unform depth of 167 feet. Block thiteen (13). Division one (I) of the land of lessor in the City of Farhope, Alabama as per its plat thereof filed for record Sept. 13, 1911, Misc. Book 1, Pages 320-21. Probate Records and Council actions Nov. 6, 1911 and Sept 2, 1948; Frac Section 18, TOS, R2E, Baliwin County. Alabama.” I the undersigned. a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal A ) 0 %sses u* - gutlrey,. u >9 14 ‘ C N.T.S. SECTION 37. TOWNSHIP 6 SOUTH RANGE 2 EAST BALDWIN COUNTY, ALABAMA ______ February 11, 2026 Name of Project to which this Certificate Applies: De La Mare Phase 2 Plans which are certified consist of Pages Cover Sheet thru Sheet CO7. VFW - #5680L // / CADCivil dnpos Engineering A& Surveying w 9969 Windmill Road “ Fairhope, AL 36532 “ 251 990 6566 X ) 77 - I0 Era JI MNF W/ SHINER GRASS 12% RBS t ( 5 .H t ENVE D FC IVELOPE ROUGHBUILDING STAKED OR VISUAL 1 91 3 GR-VELGRASS TEV-1/2°CPS w 4R025 2-0%* 51 I Fl N 189962 859 Fes S8858‘51"E 66.73' 63.71'S8945‘10"W—VPL—Oon- "d (SE CML)==== =64(R): = TO"METAL1.82’GRAVELof of of o ONE STORY WETAL BUILDIN - :Al A AlA SPGE OF PAVEMENI E ONE STORY HARCI BQARI RUILDING RIM - 21 4 INV:1 20 2 140s6 AN - ARK ti • 1270—81,/70 'I ’ □ JE 1841332.937 EL121 6B I 9 Ea52 NVNS I s% O IN 1190 1 PKNFOOORE) 1 | TWO STORY BRICK/STJCCO BLILCING s OAK SURVEYOR'S NOTES: SURVEYOR'S CERTIFICATE 2. 3. 4. 5. 6. thirteen (13 ), Division MORE PARTICULARLY DESCRIBED AS FOLLOWS: 1/27RBF a SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAl S.E. CIVIL LLC DAVID E DIEHL Fairhope, Alabama as per its plat thereof filed for record Sept. 13, 1911, Misc. Book 1, Pages 320—21, Probate Records and Council actions Nov. 6, 1911 and Sept. 2, 1948; Frac’l Section 18, T6S, R2E, Baldwin County, Alabama.” WE, S.E. CIVIL, LLC, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF FAIRHOPE. ALABAMA, HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE. INFORMATION, AND BELIEF. BEGINNING AT A ONE-HALF INCH REBAR (NO CAP) AT THE NORTHEAST CORNER OF LOT 5, BLOCK 13, DIVISION 1, PLAN OF SUBDIVISION OF LAND THE FAIRHOPE SINGLE TAX CORPORATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MISCELLANOUS BOOK 1, PAGE 320 AND PAGE 321, PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 39 SECONDS WEST, A DISTANCE OF 167.14 FEET TO A ONE-HALF INCH OPEN-TOP IRON PIPE FOUND; THENCE RUN SOUTH 89 DEGREES 45 MINUTES 10 SECONDS WEST, A DISTANCE OF 63.71 FEET TO A ONE-HALF INCH CAPPED REBAR SET (SE CIVIL) ON THE EAST RIGHT-OF-WAY OF BERNHARDT LANE; THENCE RUN NORTH 00 DEGREES 15 MINUTES 27 SECONDS EAST. ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 167.02 FEET TO A MAG NAIL WITH DISC SET (SE CIVIL) ON THE SOUTH RIGHT-OF-WAY LINE OF DE LA MARE AVENUE; THENCE RUN NORTH 89 DEGREES 38 MINUTES 56 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 63.96 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.24 ACRES, MORE OR LESS. THERE MAY BE RECORDED OR UNRECORDED DEEDS. EASEMENTS. RIGHT-OF-WAYS. OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE. LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. SURVEY WAS CONDUCTED ON JUNE 20, 2024, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. ELEVATIONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL. BASED ON N A V D 1988 DATUM. THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES COMBINED WITH THE GEOPHYSICAL SURFACE MARKINGS BY OTHERS NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA. EFFECTIVE JANUARY 1, 2017. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) a""""’"/wal‘ O7-C>Z-Z£>24’ DATE AL. P.L.S. NO. 260' 7. 8. s Y- 0 a s*, NO.26014 *a i i 77 one (l) of the land of lessor in the City of "Lot five (5) and additional land on West and South to give a total width of 64 feet and a uniform depth of 167 feet, Block 355, N PN: 14.58 ► I AN HAT DRAWN RDC PROPERTY BOUNDARY &CHKD JAF PROJMGR DEDTOPOGRAPHIC SURVEY SCALE 1'=20' PROJECT 20241372■ 0 10 20 40 FILE 20241372WALCOTT ADAMS VERNEUILLE20 SCALE SHEET 1 OF 1 RIM 121.3 IN • 18 3 Civil Engineering & Surveying 9969 WINDMILL ROADFAIRHOPE, AL 36532 (251) 990-6566 | CONCRETE GUTIERIEDGE OF PAVEMENT MNS MAG NAIL SET RBS = 1/2" REBAR SET I------- 5----------- S S 5----------5 S -------- S irDE LA MARE AVENUE 60 FT. R/W 7 %% itd — UGPL—POINT OF 120 BEGINNING ------- H----------aEDCE T PAVEMENT 64°(R)-------G----------CQNCREIE GUTTER — N8938‘56"E 63.96 — — w T— H-LCONY (2ND S' S--------HALCONY SIDEWA K20.01 - = pNosdlo.om r UNS W/SHINER) n (2ND STo () H“ yuO 1/2"REF 12.6'D%(MOORE)E CIVIL) d 12, RBF = REBAR FOUND (NO CAP) TBM = TEMPORARY BENCH MARK CRF MNF OEPF INV PIN CAPPED REBAR FOUND MAG NAIL FOUND OPEN END PIPE FOUND D INVERT PARCEL IDENTIFICATION NUMBER WOOD FENCE UNDERGROUND POWER LINE FIBER OPTIC LINE OVERHEAD POWER UNE GAS UNE SEWER MAIN UTILITY POLE GUY WIRE TELEPHONE PEDESTAL SEWER MANHOLE WATER METER = GAS VALVE = GAS METER = SEWER SERVICE CONNECTION = CABLE TELEVISION PEDESTAL = ELECTRIC BOX E I UK— 39.8‘ LEGEND: (R) = RECORD BEARING/DISTANCE CRS = CAPPED REBAR SET E CMVIL-CA1 1 67LS) E I ERIM 12C 2 INV:115 6‘ " S ---------------- 5 ---------- $ E I □ W Gv N GM 1 67 . 0 ' 58 . 0 ° 16 7 ’ ( R ) 16 7 . 0 2 ’ 16 7 . 1 4 ’ 16 7 ' ( R ) Vi 8 —I ND I N G LA N D I N G . F F E 1 2 0 . 4 T NO O ’ 1 5 ’ 2 7 " E BE R N H A R D T L A N E 1 3 2% 3 w g p ■i a. r SO 0 2 0 ‘ 3 9 " W TREE PROTECTION FENCE DEMOLITION SYMBOLSSCALE NTS (1)REMOVE PAVING AND BASE MATERIAL 1 REMOVE POWER POLE AND GUY WIRES. COORDINATE WITH UTILTY I REMOVE FENCE. POSTS. AND CONCRETE REMOVE WALL AND FOUNDATION I I I IIrOre 81OR/ HAFDIE 11EUArD EUlLLINC ! s y . oa % TP S L(4) -) (LANDING (J:I i tN FrE 5x 4 ()(1)J;S OHe S TORV Mevl butnes (3)LeNolwg O.!:: enove. feroe Anes: i = 1 I *i DO L I I .2. ill . I SAWCUT ASPHALT TO CREATE A CLEAN EDGE A J I . I INSTALL TREE PROTECTION FENCE SEE DETAIL (2) () (3) (3) (4) (2) — j. • 05-46-03-37-0-602-003.506 PIN 64320 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AMD LINVILLE 19229 SCENIC HWY 08 FAIRHOPE AL 38532 05-40-03-37-0-000-044 001 PIN 14646 FST AND PARKING AUTHORITYICITY OF FAIRHOPE AND RHOPE ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 d! r S I I F c + L 2 4 JBl18 pl Know what s below. Call before you dig. I I I I I I I I ■ 5 I I I ,1 II e- I i .1, I I (1) DEMOLITION NOTES L 2 J 5. 6. INSTALL PERIMETER SEDIMENT BARRIERS AND TREE PROTECTION PRIOR TO DEMOLITION — X DEMOLITION LEGENDx S0 20007REMOVAL - FENCE/UTILITYWAIL E ]REMOVAL - ASPHALT/CONCRETEGRAVEL ASPHALT SAWCUT TREE PROTECTION FENCE OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES. TREES, PAVING. OR INFRASTRUCTURE ALL DEBRIS, STRUCTURES, INFRASTRUCTURE. PIPES. POLES. CABLE PAVING. AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO. ASBESTOS- CONTAINING WASTE WOOD. BRICKS. METAL CONCRETE WALL BOARD. PAPER, AND CARDBOARD NOTE. TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRP UNE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMTED TO. ALL UTILITIES. STORM DRAINAGE. SIGNS. TRAFFIC SIGNALS & POLES. ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH ALL COST SHALL BE INCLUDED IN THE CONTRACTOR S CONTRACT MITH THE OWNER MAKE SAWCUTS AT AREAS WHERE PAVING IS TO REMAIN CONCRETE SHOULD BE REMOVED TO AN EXISTING JOINT CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS PROVIDE AN 8.5 X 11"- LAMINATED SIGN STATING KEEP OUT TREE PROTECTION ZONE SPACED EVERY 50 FEET ALONG THE FENCE TREE PROTECTION ----------- FENCE CHAINLINK FENCE. STEEL T POSTS INSTALLED AT 8 O.C. TREE PROTECTION FENCING SHALL BE INSTALLED 20 FROM TRUNKS OF TREES LARGER THAN20 DBH AND 10 FROM TRUNKS OF TREES UNDER 20 DBH. XXA CONCR.’S fe es - 3 in EG E C P A Y E M E N T / 4ii I 1 8I hi 62 G) -4 ( D h5 I I I III 92 cl7 al b s s8 £ 8 w §2 “h a d 11 / 2 6 DE M O L I T I O N P L A N 0 Q CE N S CA B A M , V W C A r ’ r RE V I S I O N 3I w O §e AF F I X SE A L Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 W i n d m a l R o a d Fa i r h o p e , A l 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 92 is De L a M a r e P h a s e 2 De 1 a M a r e A v e n u e Fa i r h o r e , A l a t a s a 3 6 5 3 2 = "s "A A A g a n U y TBRICK WALL BERNHARDT LANE — EXTEND EXISTING FLUME IRON GATES - GARBAGE CAN STORAGE AREA CAN SIZE DEPICTED IS FAIRHOPES LARGER ROLL OUT •OOOOOCOL r w L J3030 IF A TENANT DESIRES RECYCLING THE BINS WILL BE STORED IN THIS AREA SINCE RECYCLING AND GARBAGE COLLECTION OCCURS ON OPPOSITE DAYS. THE BINS WILL BE CARR IED TO THE SAME AREA AS THE CANS ON RECYCLING DAYS 6 VEHICLE CARPORT FFE=121 65 D— r / 8 05-46-03-37-0-006-043.501 PIN 14358 FST AND HATFIELD BALDWIN LLC PO BOX 1662 FAIRHOPE AL 38533 a -SAWCUT ASPHALT TO CREATE A CLEANEDGE 5 R SB S eDcs OF PaE-IENT 1 I j / I -- > ---1 —III — O — CONCRETE PAVING (SEE DETAIL) “ DNE ST0he MeTii 8ulnes I LOCATION OF WHERE GARBAGE CANS WILL BE ROLLED TO ON GARBAGE COLLECTION DAYS 336 FAIRHOPE AVE -AIRHOPE AL 36532 CONCRETE SIDEWALK SEE DETAIL 05-40-03-37-0-00O-044.001 PIN 14646 FST AND PARKING AUTHORITYICITY OF FAIRHOPE AND RHOPE, ALABAMA TWOS1PFY "MNSTUCCO EUILLNG t ** T CCNC REIE * t |V' N0015‘27"E 167.02’ 167(R) CONCRETE PAVING. THE CONTRACTOR IS TO DOCUMENT EXISTING CONCRETE SCORE PATTERN PRIOR TO DEMOLITION AND REPLICATE THE PATTERN AND COLOR. ■fin -LANDSCAPE ••• I6 I I I I »CONCRETE STEPPING STONES PAVER COURTYARD LOCATION OF WHERE GARBAGE CANS WIL BE ROLLED TO ON GARBAGE COLLECTION DAYS 8 ASPHALT PAVING SEE DETAIL ITT ji PROPOSED BUILDING 3,867 SF UNDER ROOF FIRST FLOOR: UNIT A-1.960 SF (OFFICE) SECOND/THIRD FLOOR: UNIT B - 2.065 SF (RESIDENTIAL! UNIT C - 2.065 SF (RESIDENTIAL) FIRST FLOOR FFE= 122.75 I 16 17. I J 1B. 19.THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED 20.I I 21. 22. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR STAR DETAILS GbE 8T0RYHLBOAMD EUILDING 2000EEACS& . I l1 NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF TEE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES. SURFACES. ETC AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION PROPERTY AND ANY UNAUTHORIZED DISRUPTION TO UTILITIES ON SHE AND TO ADJACENT PROPERTIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS. ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS CONTRACTOR SHALL REFER TO THE ARCH PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES. PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS 05-46-03-37-0-602-003.506 PIN 64920 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AND LINVILLE 19229 SCENIC HWY 96 FAIRHOPE AL 36532 SITE PLAN NOTESSITE ANALYSIS SITE PLAN LEGENDBUILDING HEIGHT 2. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED40-0 EXISTING PROPOSED 3.REQUIRED PARKING PROVIDED PARKING 5 SPACES (SEE PARKING DATA) 6 SPACES VALLEY GUTTER 4. EDGE OF PAVEMENT L ]I'- bes"MILL & RESURFACE 5. IMPERVIOUS AREA PERVIOUS AREA [][ ]CONCRETE PAVING0.221 AC (90 20%) 0024 AC (9.80%)6. THIS SITE IS ZONED B-2 (C80) [ J L ]ASPHALT PAVING TOTAL SITE ACREAGE = 024 ACRESBUILDING SETBACKS REQUIRED B. REAR YARD OFT 9. MAXIMUM BUILDING HEIGHT 40’ 10. MAX. GROUND COVERAGE RATIO:NA 11.PROPOSED BUILDING COVERAGE 7.971 SF (74 69%) 12. 13. I I 14. I 15. FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. ZONING B-2(CBD) OFT OFT FRONT YARD SIDE YARD: JURISDICTION CO FAIRHOPE THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNFORM TRAFFIC CONTROL DEVICES (MUTCD). FHWA. LATEST EDITION REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS. REFERENCING DETAILS IN ALDOTS ROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R O W. AND MUST BE STORED WITHIN THE SITE DURING CONSTRUCTION. ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED THE WIDTH OF THE ACCESS ROADWAY. DURING CONSTRUCTION. SHALL BE 20 FT PER STANDARD ARE PREVENTION CODE, LATEST EDITION NOTIFY CHY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS. INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE. SIGNS, TRAFFIC SIGNALS & POLES. ETC AS REQUIRED FOR SITE WORK ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH ALL COST SHALL BE INCLUDED IN BASE BID THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL INSPECTIONS A COPY OF THE APPROVED LAND DI STURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS NO 'PROTECTED TREES' WILL BE REMOVED, DESTRUCTIVELY DAMAGED. MUTILATED. RELOCATED, DISFIGURED. DESTROYED. CUT DOWN, OR EXCESSIVELY PRUNED DURING CONSTRUCTION ACTMTIES. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED. REMOVED OR RELOCATED AS NECESSARY ALL COST SHALL BE INCLUDED IN THE BASE BID SITE ACREAGE (PROPOSED) ±0.245 AC BUILDING (UNDER ROOF) 7 971 SF 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS AND CODES AS WELL AS OSH A AND AL DOT STANDARDS 1s 1 I BRICK 167(R) S00°20‘39W 167.14' 38cl Know what's below. Call before you dig. PARKING DATA PARKING REQUIREMENT SPACES 5TOTAL REQUIRED (1 SPACE/RES. UNIT) = 6TOTAL PROVIDED = LAND USAGE DESCRIPTION AREA % OF PROPERTY AREA PROPERTY AREA 0245 ACRES BUILDING AREA (UNDER ROOF) 0183 ACRES 74.60% 15.51%IMPERVIOUS PAVING 0.038 ACRES 9.80%GRASSED/LANDSCAPED AREA 0.024 ACRES I SQ M I , BI LA N D S C A P E I | L A N D S C A P E NI V I FO I I i i i 45 J 0 W L 6 3 ! 8- CE C P A V E M E N T Lu 9 35 20 0 1 ' & A N O O T V 8 8 CO N C R E T E G T e R E- O r / A V E M E i .9 6 € 9 3 . 9 9 . 8 € . 6 8 N (a ) . v 9 LA N D S C A P E !. A N D S G A P E s 2 S8 8 5 8 5 1 T E 6 6 . 7 3 ' DE L A M A R E A V E N U E 6 0 F T . R / W OF P A V F M N T EA L i 8 3 1 5 8 0 8 "i Z8 J SI T E P L A N W RE V I S I O N at w n 8a §e AF F I X SE A L Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 W i n d m i i R o a d Fa i r h m p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 De L a M a r e P h a s e 2 De l a M a r e A v e n i c Fa i h o p e , A l b a m a 3 6 5 3 2 = s > - 2 / 1 1 / 2 6 P Ve e 99 Sm 05-10-337--0U2-UU3.500 PIN 64820 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AND LINVILLE 19220 SCENIC HWY 98 FAIRHOPE AL 36532 121 40 iFAEA 120.10—CONCEETE) 18. 1 201 21.ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM 1 I: ।CHE 810Rf HARDIE 31L.BCAHD EULDING or co .1 I' I; r4121.65—s’DNE 51% MeTdt suDs 121 24 w l I [121.57 to 121 57 I I JB#A1 RIM=121.85 INV=11925 I I CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED 48LF8"PVC ROOF DRAIN @ 1.0% SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THE BUILDING PAD 14 LF I ROOF I 6 VEHICLE CARPORT FFE=121 65 PROPOSED BUILDING 3.867 SF UNDER ROOF FIRST FLOOR: UNIT A-1.860 SF (OFFICE) SECONDTHIRD FLOOR UNIT B - 2.065 SF (RESIDENTIAL) UNIT C - 2065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 I iy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nE ELEVATION OF MANOLEINLE! TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN THE DEFINITION OF THE TYPE OF TOP IS AS UISTED: WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX JUNCTION BOX = RIM THE TOP MOST PART OF THE RIM AND COVER CASTING — CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. 6.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4. 5.ALL CAST IN PLACE CONCRETE TO HAVE A MIN 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. STORM PIPE SHALL BE AS FOLLOWS RCP. CLASS III PER AI DOT SPECIFICATIONS HOPE ADS N12 PPE PER SPECIFICATIONS PVC. SCH 40 PIPE PER SPECIFICATIONS THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER 3. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-&C-813 AND ALDOT STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER 2 ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS O EDs DF PWEE IT I I 05-46-03-37-0-006-043.501 PIN 14358 FST AND HATFIEID BALDWIN LLC POBOX 1662 FAIRHOPE AL 36633 BERNHARDT LANE । I GRADING & DRAINAGE NOTES 1 3I TWO SIDWY aniCysTUccO nusand FFE 120.4 E I h l a CONCRETE BRIC Iei l I I I I I I I I I e I I I 0 $ TPVC DRAIN @ 1.0% TIE ROOF DRAIN TO EX. INLET 05-40-03-37-0-000-044 001 PIN: 14646 FST AND PARKING AUJTHORITY/CITY OF FAIRHOPE AND RHOPE ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 I |§ ERICM I I I — U8.1 Know what’s below Call before you dig. GRADING & DRAINAGE PLAN LEGEND EXISTING PROPOSED STORM SEWER PIPING UNDERDRAIN --------UD--------- ROOF DRAIN -------- X* -------- □JUNCTION BOX (JB) IS DROP INLET (DI) □WEIR INLET (WI) TYPE S 1- WING INLET (SWCB) TYPE S 2- WING INLET (DWCB) MITERED END SECTION (MES) ------ XXX --------CONTOURS ----------XXX----------- SPOT ELEVATION+XXXXX HIGHPOINT HP e1 / 1 r B I5 It J t t y .u • I I II I 1h Fl - 1 — 2 ■ i l - - - - - - , i ; I I DE L A M A R E A V E N U E 6 0 F T . R / W 8- 3 in —= P A Y E M E N aS §2 Pd C 85 GR A D I N G & D R A I N A G E P L A N De L a M a r e P h a s e 2 0 CE N S A RE V I S I O N D A T E De l a M a r e A v e n i c Fa i h o p e , A l b a m a 3 6 5 3 2 AF F I X SE A L is §e =% "s Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l R o a d - - 2 / 1 1 / 2 6 - "A A A g a n U y ir h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 cu t V i ) , , , IA B A M V ft l l M U4JE e (OHY IAARle 8 BCAHD EURDING 1 ®®®1 I l ■I .LANDIO — I Do D=I 4€Jr I ?! I X FPAVSENI CEP) T®® (L 05-10-337--0U2-UU3.500 PIN 64820 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AMD LINVILLE 19220 SCENIC HWY 98 FAIRHOPE AL 36532 e 6 VEHICLE CARPORT FF£=121.05 PROPOSED BUILDING 3.867 SF UNDER ROOF FIRST FLOOR: UNIT A - 1,860 SF (OFFICE) SECONDTHIRD FLOOR UNIT B - 2.065 SF (RESIDENTIAL) UNIT C - 2.065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 BMPS SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS. BMPS SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO MIND VIA WATERING DRY SOILS CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSH) AT ONE TIME EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITH N 7 DAYS OF THEIR CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY CONSTRUCTION SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES. INDICATING THE 1/3 FULL VOLUME ALL SLOPES STEEPER THAN 3H:1 V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. MeTALOHY CONEEIE SB) 1 BERNHARDT LANE I I o EDs DF PIWEET I I I 05-46-03-37-0-006-043. 501 PIN 14358 FST AND HATFIEID BALDWIN LLC POBOX 1662 FAIRHOPE AL 36533 16. I I 17. SED-MENT/ EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES. WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER'S CONTRACTOR 15. DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. 14.I I1 THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE AS CONDITIONS DEMAND. AND REPAIR ANDOR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED. DROPPED, WASHED. OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. lininil LJ RIM < 13.CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. 12. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED 11.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE EMD OF EACH DAY ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 10.THE ESCAPE OF SEDIMENT FROM THE SHE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO. OR CONCURRENT WITH LAND DISTURBING ACTIVITIES 0.REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION B.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THS KNOWLEDGE IN HIS/HER ACTIONS AND QUOTATIONS ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH TYPE SEEDINGS PER THE ALABAMA HANDBOOK 6.ABSOLUTELY NO SEDIMENi SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS 4. 5. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL EP A GUIDELINES FOR THE NODES PROGRAM. ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK FOR EROSION CONTROL SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK) 3. AREA TO BE DISTURBED = 0.15 ACRES 2.CONTACT DAVID WEBB, Qd 251-KO-6566 MaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG C 1. THE EXISTING SITE IS CEVELOPED. LANDING ty 2 3. 5. CONSTRUCTION SEQUENCE - PHASE 2 ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS CONSTRUCTION SEQUENCE - PHASE 3 2 STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL 1 I I I I ) I CCNGREIEI BRIC Iei l I I I REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS. AM) CONSTRUCTION EXIT INSTALL THE CONSTRUCTION EXIT PER DETAILS INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. REQUEST BMP INSPECTION PRIOR TO CLEARING ONCE INSPECTION IS COMPLETE AND APPROVED. CLEARING & SITE WORK CAN BEGIN (PHASE 2) 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON AREAS WHEN BROUGHT TO GRADE CONSTRUCT BUILDING AND INSTALL UTILITIES. INSTALL STONE BASE. INSTALL PAVING CALL FOR AN INSPECTION FROM THE QCP ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS 1 I TWO SIDRY BFCK/STUCCO EUALING FFE 120.4 PLACE WATTLE AROUND DROP INLEi 05-40-03-37-0-000-044 001 PIN 14646 FST AND PARKING AUTHORITY/CITY OF FAIRHOPE AND RHOPE ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 CONSTRUCTION SEQUENCE - PHASE 1 USDA SOIL SURVEY CLASSIFICATIONS EROSION CONTROL NOTESLEGEND: SB [CEP MU MULCHING SEMBRSARYTS PS SEDIMENT BARRIER CONSTRUCTION EXIT PAD PERMANENT SEEDING U8.1 Know what’s below Call before you dig. 20 , 7 7 7 / 7 / 7 7 5 7 \ \ it i in i. an S T O R Y ) BA I C C N Y SC E W A L I CO N C R E T E G T e n DE L A M A R E A V E N U E 6 0 F T . R / W fe es - 3 in —= U P A V E M E N T §2 ii 8s De L a M a r e P h a s e 2 0 CE N S RE V I S I O N DA T E De l a M a r e A v e n i c Fa i h o p e , A l b a m a 3 6 5 3 2 AF F I X SE A L is §e ER O S I O N & S E D I M E N T CO N T R O L P L A N =% "s Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i R o n d Fs i r h t p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 - - 2 / 1 1 / 2 6 P "w h A R S AC ’ N B A M ” UTILITY NOTES 2 a 5. 6. a 9 1 1 10 ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO 11. I 12I (12 ia ||I 14 I 15. I I I II8ONE STORY HARDIE IBCAKD BUILDING X—;SSUEOEOSSNX L|I□||I I □ !w GASMTER INSTALL FDC I I 0 I Jo A।n I4I t DHE 5 vDFr Me Tht sbes 1LANDINGWh7. 4 /tf-e=EL/sIg IIw l ICONCRETE W W W BERNHARDTANE W W W W W W W T 6 DIP WATER MAIN OEn DP RWeuEr - ---------- ---------- l l 6TEEWI MEGALUGS THREE (3) - 34 WATER SERVICES ELECTRICAL PANELS iiim Li 6-45° BEND W/MEGALUGS 6 -45° BEND V MEGALUGS FIRE RISER ROOM BACKFLOW TO BE LOCATED ON THE RISER ARE HYDRANT ASSEMBLY SEE DETAIL ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE THE TAPE SHALL BE ATTACHED TO FIT TINGS. VALVES. HYDRANTS. ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE 1 I. THE SANITARY SEWER UNE SHALL BE TESTED FOR INFILTRATIONEXFILTRATION IN ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS EXISTING SEWER LINE CONTRACTOR TO VERIFY THE SEWER LINE SIX INCHES. FIT IS NOT. THE CONTRACTOR WILL NEED TO REPLACE THE EXISTING SEWER WITH A 6 LINE ALL THE WAY BACK TO THE MAIN NO LATERAL CONNECTIONS TO THE SANITARY SEWER MANHOLES ARE PERMITTED WATER MAINS UNDER 4' SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI. SDR 21 OR HEAVIER WATER MAINS 4-- 12 SHALL BE DUCTILE RON ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS. DETAILS. AND REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS THE CONTRACTOR SHALL BE INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE COMPLIANCE OF ALL SYSTEMS WITH THESE CODES 3X5 ELECTRICAL BOX BY UTILITY THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILTY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FELD THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR AMD CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT ALL PIPING, VALVES. FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. THE CONTRACTOR SHALL FURNISH. ERECT AND MAINTAIN BARRICADES. WARNING SIGNS. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED. AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM WATER MAINS TO BE INSTALLED AMD TESTED PER AWWA STANDARDS LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUM OF 2 HOURS ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILTY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE i l THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24 THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU PRIOR TO BACKFILLING AND TESTING TWO SIDRY BFCK/STUCCO BUILDING FFE 120.4 e 1 1 05-40-03-37-0-000-044 001 PIN: 14646 FST AND PARKING AUTHORITY,'CITY OF FAIRHOPE AND RHOPE ALABAMA 336 FAIRHOPE AVE FAIRHOPE AL 36532 05-46-03-37-0-602-003.506 PIN 64320 FST AND BRUNSON. RICHARD HENRY ETUX ALLISON AM) LINVILLE 19229 SCENIC HWY 98 FAIRHOPE AL 36532 I HVAC UNIT ON ROOFTOP TERRACE. SCREENED BY PARAPET WALL 05-46-03-37-0-006-043.501 PIN: 14358 FST AND HATFIEID BALDWIN LLC PO BOX 1662 FAIRHOPE AL 36633 6 VEHICLE CARPORT FFE=121.65 PROPOSED BUILDING 3.867 SF UNDER ROOF FIRST FLOOR: UNIT A-1.860 SF (OFFICE) SECOND-THIRD FLOOR UNIT B - 2.065 SF (RESIDENTIAL) UNIT C - 2065 SF (RESIDENTIAL) FIRST FLOOR FFE=122.75 TRANSFORMER. PAD 1 MEETE TIE TO EXISTING SEWER TAP EXISTING- WATER MAINW TAP. SADDLE. & VALVE ? LIF LANDIO J== (r II IC ( 6 y BRICK FOL & Q / I I U8 Know what’s below Call before you dig. UTILITY PLAN LEGEND EXISTING PROPOSED GAS -----------G------------- -------- W-----------WATER -----------W------------ -------OhP-------- OVERHEAD POWER --------- OHP----------- -------UGE--------- --------- UGE-----------UNDERGROUND ELECTRIC FIBER OPTIC UNE --------- FOL----------- SANITARY SEWER --------- SS------------- 3?FIRE HYDRANT ASSEMBLY XVALVE E WATER METER CLEANOUT C.O. s fe es - 3 in Ll Y B / d p RA I C C N Y CO N C R E T E G T e n EE O F F A V E —w s I I ns __ _ _ —__ _ _ _ _ _ _ "* f I s o u s a r k s s c o n e Is I DE L A M A R E A V E N U E 6 0 F T . R / W AV E M E N T §2 UT I L I T Y P L A N 0 CE N S RE V I S I O N DA T E 8 §e AF F I X SE A L is De L a M a r e P h a s e 2 De l a M a r e A v e n i c Fa i h o p e , A l b a m a 3 6 5 3 2 = "s Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l R o n d Fa i r h p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 cu l i i r ) , , , , "C A B A M > - 2 / 1 1 / 2 6 - 2 V2 4 4 "A A A e a n U SMOOTH DOWEL 3/4 DIA. 14 LENGTH LIGHTLY GREASE ONE SIDE @ 12O.C. 20 MAX. SPACING BETWEEN EXP JOINTSSEALANT2NDRESERVOIR-ERVOIR—POUR 1 1ST POUR | I SAWCUT — SEAL - AND SEAL \ i I109 11 coobdbatEoEc==--- _ E — HALF ROUND KEY JOINT ’ 1111)1)1 AND I3E1/4".fei T T T T T .-4 1 L 1 CONTRACTION JOINTS 14 EXP JOINT 14 EXP. JOINT 15* MN NOTESCONSTRUCTION JOINT SAWN CONTRACTION JOINT DOWELED JOINT AS U7 EXP. JOINT — TIE BAR SAWCUTFut--------------------------- < OAtl 36@24°O.C. . AND SEAL =SRSXSASSSARSASERCS BROOM FINISH (TYP.)#X36@ BUILDING PAD1.5:AT MIN4S'MN1SEE NOTE #6 TT3-0 5. CONTRACTION JOINTS SHALL BE T DEEP AND EDGED WITH 1/8* RADIUS TIED LONGITUDINAL JOINTJOINTING AT STRUCTURESISOLATION JOINT 6. NOTE: B.2. CEP39. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS 6. TYPICAL SIDEWALK DETAIL SCALE NTSCONCRETE PAVEMENT JOINTS DETAILS SCALE NTS 5 UNDISTURBED GROUND7- 4,000 PSI CONCRETE (MIN 550 PSI FLEXURAL STRENGTH)FLOW X,28—tXj so § 6 r COWPACTED BACKFILL: SIDE VIEW POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE i CONCRETE PAVEMENT DETAIL J 2-0'OISILT FENCE ROLL 1SCALE NTS SILT FENCE ROLL 23 CLEAR ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS MORTAR ALL JOINTS I- -I3-0 MIN.a*1ITMAX.OC■ ALDOT SECTION 401 PRIME COAT I?8 EXISTING BASE MATERIAL STEEL POST- LTRENCH o ASPHALTIC CEMENT PAVEMENT DETAIL SCALE NTS FRONT VIEW SILT BARRIER TYPE "A1 Vv SB SCALE NTSKnow what’s below Call before you dig. -STRUCTURE OR CASTING HARD SURFACE PUBLIC ROAD ROLL THE ENDS OF EACH SECTION OF FENCE ONE OR MORE TIMES BEFORE INSTALLING THE POSTS OUTSIDE OF PIPE +2 CLEARANCE COMPACTED SUBGRADE (95% STANDARD DENSITY) SET FRAME IN FULL BED OF MORTAR FABRIC (WOVEN WIRE FENCE BACKING) SEE NOTE 5- FOR SIDEWALKS 10 OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK T017 IN J. FLEXIBLE JOINT SEALANT - TO ALL AT LEAST 75% OF JOINT CAVITY TO CREATE A WATER TIGHT SEAL DISTURBED GROUND ISOLATION JOINT PROVIDE 12 EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE STRUCTURE 5. NON-WOVEN CLASS IV GEOTEXTILE UNDERLINER LONGITUDINAL JOINT ■44* TYPE 'A' GEOTEXTILE FABRIC CONFORMING TO ASSHTO M288 W/WIRE BACK MN. 0 14 SQ IN. STEEL PER VERTICAL FOOT. PLACED ACCORDING TO ASIM C013 SPECIFICATIONS A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONCRETE CURB. 3/8" PREMOLDED EXPANSION- JOINT FILLER ADJACENT TO ALL STRUCTURES OR OTTER CONCRETE REINFORCED TO MEET H-20 LOADING NOTE. SEE DETAIL FOR JOINTS 6* COMPACTED GRADED AGGREGATE FOUNDATION NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6 BETWEEN PIPES CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 17. TWELVE FEET (17) SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8 OF SURFACE WITH A SELF-LEVELING JOINT SEALANT WHEN A JOINT FALLS WITHIN 5 OF A MANHOLE LIGHT POLE BASE. OR OTHER STRUCTURE. SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. CONCRETE PAVEMENTS SHALL BE CONSTRUCTED. JOINTED. REINFORCED. AJO FINISHED TO MEET ACI330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES JUNCTION BOX FRAME AND COVER 24*0 HEAVY DUTY COVER IMPRINTED WITH STORM PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASIM C913 NOTE OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGE OF SILT AT SEAM REINFORCED CONCRETE COLLARS AS NEEDED STEEL TPOST 1 3LE/FTMIN ------------------ . LENGTH - 5 MIN. SPACED 10' MAX O.C. ALABAMA HGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO 1 1. ALL SIDEWALKS SHALL BE 4' THICK CONCRETE 1 5 - ALDOT SECTION 424A, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS TRANSVERSE JOINT 3. FOR SIDEWALKS 5 TO 8 WIDE. SPACING OF CONTRACTION JOINTS SHALL BE EQUAL TO WIDTH — h 2. CONTRACTION JOINTS SHALL BE SPACED AT 5- FOR SIDEWALKS 5 WIDE AND LESS. L 17 I 3s JUNCTION BOX (JB) DETAIL SCALE. NTS 4. FOR SIDEWALKS OVER 8' WIDE. SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS WELDED WIRE- MESH (TYP )2 ABOVE SUBGRADE CL OI O Ie § ISE SAWCUT — \AND SEAL \ CONSTRUCTION EXIT PAD SCALE NTS 8MIN 1 ।----A--- -THICKEN EDGE WHERE- EVER EDGE IS SUBJECT TO WHEEL LOADS 58 CO N S T R U C T I O N D E T A I L S M CE N S CA B A M EE v d N U t 8 §e AF F I X SE A L 99 &m De L a M a r e P h a s e 2 De L a M a r e A v e n u e Fa i h o p e , A l b a m a 3 6 5 3 2 ge 82 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 0 W i m m n a R o n d Fa i r i m p e , A 1 , 3 ( 5 3 2 25 1 - 9 9 0 1 6 6 6 >- 2 / 1 1 / 2 6 Yo s "S A R S Y , © FINISH GRADE UNDISTURBED EARTH: 6 GATE VALVE MJ. FITTINGS (TYF ) 9 “4 1 A 983300 - 09 TYPICAL HYDRANT AND VALVE — GRAVEL BEDDING gu— 2 TIE RODS (TYP) (1 EACH SIDE) HYDRANT TO BE ADJUSTED TO GRADE AS REQUIRED WATER MAIN ADJUSTABLE VALVE BOX AND COVER CLASS °C CONC. —— BACKING AGAINST UNDISTURBED MATERIAL / CLASS °C CONC BACKING AGAINST UNDISTURBED MATERIAL ROTATE HYDRANT AS REQUIRED PROVIDE 7 CU FT - 1/2” TO 1 CRUSHED STONE OR BANK RUN GRAVEL TO AT LEAST 6 ABOVE DRAINHOLES FIRE HYDRANT ASSEMBLY TO BE MUELLER CENTLRIAN THREE WAY. 5 1-4 VALVE OPENING, A4423 4 v ’ 4 " SCALE. NTS FINISH GRADE U2£ SPECIES SEEDING RATEACRE NORTH SOUTH SEWER PIPE 4' SANITARY ELL 1MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3BU SEPT1-NOV15 SEPT15-NOV15 SEPT15-NOV15 RYEGRASS 30 LBS AUG 1-SEPT15 SEPT1-OCT15 SEPT1-OCT15 ONE-WAYSORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR15-AUG1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3BU SEPT1-NOV1 SEPT15-NOV15 SEPT15-NOV15 MAR 1-JULY15 1/2COMMON BERMUDAGRASS 10 LBS APR 1 JULY 1 MAR 15-JULY 15 £ CRIMSON CLOVER 10 LBS SEPT1-NOV1 SEPT1-NOV1 SOTI-NOVI SEWER PIPE TS TWO-WAY SANITARY SEWER CLEANOUT SCALE NTS Know what's below Call before you dig. 12" X12”XBTH CONC COLLAR 12X12X6TH CONC OCX 1 AR FINISH GRADE (PAVEMENT) 4” SANITARY TWO-WAV CLEANOUT FITTING -FINISH GRADE (LANDSCAPING) NOTE CLEANOUT TO BE 4’ DURA-COATED HEAVY DUTY WITH ROUND TOP & BRONZE PLUG ZURN Z-1400-HD. WADE W-6000-2, WATTS CO-Z00-RX4, OR APPROVED EQUAL LIME RATE 1 TON PER ACRE ON COARSE TEXTURED SOILS 3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE: APPLY 8-24-24 FERTILIZER PER MANUFACTURER’S RECOMMENDATIONS WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE: PER MULCHING DETAIL CENTRAL SEEDING DATES TEMPORARY SEEDING SCALE. NTS JRISER ASSEMBLY DATE OF PLANTING MATERIAL NOTES TARRED AND WRAPPED, PER NFPA #24 ANNUAL RYEGRASS 10 10 10 6 AFF 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE ANCHOR WHEN INISHED GRADEHULLED BERMUDAGRASS 12 12 Z MNSTRAW WITH SEED FLOOR-(7OLBS-0O LBS) SUBJECT TO BLOWING UNHULLED BERMUDAGRASS 20 18 12 29 SPREAD BY HAND OR MACHINE, ANCHOR WHEN2 1/2 - 3 TONS TALL FESCUE 29 35 29 STRAW ALONE (NO SEED) (115 LBS-160LBS) SUBJECT TO BLOWING WEEPING LOVEGRASS 2 2 5-0 TONS ANNUAL LESPEDEZA (KOBE) 50 WOOD CHIPS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGENTON RESEEDING CRIMSON CLOVER 29 29 29 35 CUBIC YARDS PENSACOLA BAHIAGRASS 20 24 29 29 BARK (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER 30’MIN CLEARREQUIRED PERMANENT PLANT MXED 1-2 TONS SPREAD BY HAND OR MACHINE WILL NOT BLOW LIKEPINE STRAW I(45 LBS-90 LBS)STRAW 10-20 TONS WILL WASH OFF SLOPES TREAT WITH 12 IBS PEANUT HULLS (450 LBS-900 LBS)NITROGENTCN MULCHINGMUSCALE NTS PS FIRE RISER STUB DETAIL SCALE: NTS TIE RODS -------- PER NFPA #24 UP TARRED AND WRAPPED PER NFPA #24 BY SPRINKLER CONTRACTOR -THRUST BLOCK PER NFPA #24 TO UNDISTURBED SOIL JAN. 1 TO FEB. 15 RATE PER ACRE 4 (PER 1000 SF) NOTE: REFER TO ARE PROTECTION DRAWING FOR EXACT LOCATION OF RISER ASSEMBLY DEC. 1 TO DEC. 31 FEB. 15 TO AUG. 31 SEPT. 1 TO NOV 30 SLEEVE THROUGH FLOOR SIZE TO PROVIDE 2 CLEAR SPACE AROUND PIPE AND FILL WITH USG THERMAPBER SAFINS INSULATION (TYPICAL) BY SITE CONTRACTOR TO BACKFLOW PREVENTER MJ 90 ELBOW (14 BEND) MEGALUG OR EQUAL LIME RATE 1 TON PER ACRE ON UIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE ) 2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE GRASSES ALONE: 400 LB/ACRE OF 8-24-24 WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 GRASS-LEGUME MIXTURES 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENT LEGUMES ALONE 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT MULCH RATE: PER MULCHING DETAIL ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING REQUIRED POUNDS PER ACRE OF PURE LIVE SEED PERMANENT SEEDING SCALE NTS J ( T M i N C O V E R 58 5 CO N S T R U C T I O N D E T A I L S M CA B A M il l RE V I S I O N DE 88 §e AF F I X SE A L Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 W i n d m a R o n d Fa i r h m p e , A l 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 92 De L a M a r e P h a s e 2 De l a M a r e A v e n u e Fa i r h o p e , A l b a m a 3 6 5 3 2 VA N N d e v t i V E E =5i — > - 2 / 1 1 / 2 6 r s l k S fK KAK5A0 < BEDDING, MAX. E. LAYERS COMPACTED TO 85% STANDARD PROCTOR . NITIAL BACKFILL MAX. e. LAYERS COMPACTED- 7 TO 85% STANDARD X PROCTOR HAUNCHING, MAX 6, LAYERS COMPACTED TO 85% STANDARD PROCTOR SANITARY SEWER PVC PIPE BEDDING SCALE NTS . BACKFILL WITH SELECT MATERIAL STRUCTURES AND ROADWAYS) MAX. 6 LAYERS COMPACTED TO 95% STANDARD PROCTOR (TOP 24 . OF FILL TO BE COMPACTED TO 05% < MODIFIED PROCTOR UNDER 222 / BACKFILL WITH SELECT MATERIAL MAX 67 LAYERS COMPACTED TO 100% £. MODIFIED PROCTOR UNDER A STRUCTURES AND ROADWAYS) PPE 7 25. TO 90% STANDARD . e oonrnE 555955555555%54 PVC WATER BEDDING HAUNCHING, MAX. 6, LAYERS COMPACTED SPRING LINE OF PIPE E : 11 7 M BEDDING, IF REQD, CLASS IB MATERIAL. MAX 6 LAYERS COMPACTED TO 85% STANDARD PROCTOR 3 bo T . - INITIAL BACKFILL MAX 6, . LAYERS COMPACTED-- 1/ TO 05% STANDARD \ PROCTOR / STANDARD PROCTOR (TOP 247 , < OF FILL TO BE COMPACTED TO 95% . AAnrpEr poeemnp i guunep FINISHED GRADE / r 8 I WEARING SURFACE 8" BASE MATERIAL 3 000 PSJ. CONCRETE TRENCH MN M N MN MN420777707TTS1 OR __ A (COAT I 2CU FT, OF STONE WATER MAINdi REQD SS10R SS1h TACK COAT BACKFILL MATERIALPIPE PAVEMENT PATCH SCALE: NTS VALVE BOX SETTING SCALE: NTS EXISTING - ASPHALT PAVEMENT GATE VALVE NRS (SEE PLAN FOR SIZE AND LOCATION) CAST IRON VALVE BOX (SCREW TYPE) RECD.6INCH MIN THICKNESS OF BASE MATERIAL EXISTING BASE COURSE REQD: SAW CUT (TYP.) REQD. MN 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MX 420) SCALE NTS Knowwhat’s below Call before you dig WATER ME TER MATERIAL SCHEDULE 2, KS I1 30 MIN COVER 3, 1 WATER MAIN A. ELEVATION VIEW NTs CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PDING AND SHALL EE FORD B43 332 RGW-NL OR EQUIVALENT CURB STOP SHALL HAE PADLOCK WING ANO 355 DEGREE VAL VE OPERATION WITH NO STOPS r t ANO T SERVICES SHALL BE TYPE K COPPER TUBING (SEANEESS WITH NO BENDS JOINTS OR COMPRESSION COUPLINGS) CORPORATION STOPS WHERE REQUIRED QR DIRECTED SHALL NAVE STANDARD CC CORPORATION STOP THREAD ON INLEJ AS SPECIFIED By AWWA C800 ANO COPPER TUBING StZE O D OUTLET SUITABLE FOR SERVICE PIPING CORPORATION STOPS SHALL BF FORO BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENI CORPORA) ION SI OPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS Of A SERVICE SADDLE WATER METERS WILL MEET OR EXCEED I HE REQUIREMENTS OF AWWA SPECIFICATION C70O, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED METERS MAY BE EITHER NUTATING DISC POSITIVE DISPLACEMENT OR OSCILLATING PISTON FROST PROTECTION Wil I NOT BF REQUIRED REGISTERS SHALL BE HERMETICALt Y SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U S GAI IONS SERIAL NUMBER WILL BE IMPRINTED ON THE CAEE AS WELL AS ON IHE REGISTER POM LiO MATERIALS USED FOR METERS SHMI BE AS SPECIFIED IN AWWA SPECIFICATION C700 I CORPORATION STOP - FORD BALLCORF FB1000 (SEE NOTE NO 2) METER BOX AND COVER BOXES WILL BE PLASTIC WITH IRON READER LIOS OH CONCRETE WITH CAST IRGN LIDS BOXES WILL BE SUFFICIENT SIZE TO MOUSE THE UETEE AND CURB STOP SERVICE SADDLE ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) 7 Te] y WATER DETAILS TYPICAL ]" WATER SERVICE METER DETAIL SLEET NO W-1 DTE BSUJED 12-07-20CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 CITY OF FAIRHOPE a MA T E R I A L S H A L L B E __ _ _ _ _ A N G U L A R S T O N E _ _ _ _ _ _ _ (3 4 4 " M A X D I M E N S I O N ) . GR A E L O R S A N D MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X D I M E N S I O N ) . GR A V E L O R S A N D $ 20 2 2 2 0 0 0 2 2 2 2 / 2 2 2 2 2 2 2 A* M N 2211b 3" U N CO V E R AT R I G H T O F W A Y 1 PR O P E R T Y U N E O F CU S T O M E R S PR O P E R T Y as —0 ) 99 t CO N S T R U C T I O N D E T A I L S De L a M a r e P h a s e 2 JG E N S CA B A M 2 5 Al RE V I S I O N DA T E AF F I X SE A L De l a M a r e A v e n u e Fa i d o m , A l a h a s a 5 6 5 3 2 8a 36 Se 22 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 W i n d m i i R o n Fa i r h m p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 - - 2 / 1 1 / 2 6 P 0 Dewberry February 12, 2026 RE: Dear Michelle: Revision of the Preliminary Plat and Site Data Table to reflect the correct acreage of the1. Please include the "natural drainage" ditch/easement out of the Grady Pond on every sheet.2. Response: Natural drainage ditch easement modified to all sheets. Add County Engineer signature block to Preliminary Plat.3. Response: Added certification to plat. Revision of HOA documents to reflect the sizes for structures on each lot.4. Response: N/A. The calculations on the plans account for 40% impervious coverage. Army Corps of Engineers jurisdictional determination of the wetland on site.5. Update Preliminary Plat to reflect the overhead power lines (OHP) removed.6. Response: Power lines removed from plat. Page 1 of2 251.990.9950 251 990 9910 fax www dewberry com Michelle Melton City Planner 451 Pecan Ave. Fairhope, AL 36532 Dewberry Engineers Inc 25353 Friendship Road Daphne. AL 36526 Response: We have moved the sidewalk out of the buffer. We will not impact the wetlands on this site. 7. FPU Comments. Response: Engineering has addressed all the comments on the plans from Fairhope Utilities. Preserve. Response: Revised. This letter is in response to comments we received on 2/4/2026 for the above-referenced application. Below are the comments we received and our response to each. Dresden Woods Development Review Committee Letter-Disposition SD 26.02 Dresden Woods Dewberry Project # 50189049 • Dewberry Page 2 of2 Aaron S. Collins Deputy Project Manager 9. Request for Jurisdictional determination. Response: With the sidewalk being moved outside the buffer there will be no impact to the wetlands or buffer on this site. Thank you for your assistance as we work toward an approved plat. If additional information regarding this application is needed, please advise. 8. Discrepancy in the wetland report. Response: Upon further review there is no discrepancy - the wetland report identifies the overall conditions within the site to include Data Point 1 & 2. Data Point 1 is the upland point and Data Point 2 is the wetland point. Data point 1 does have water-stained leaves (wetland hydrology). No hydrophytic vegetation was found within Data Point 1. Spirodela polyrhiza is identified within Data Point 2 as the hydrophytic vegetation - it is not noted on the wetland report because that is a general report of overall conditions. Stating simplistically, a wetland is the point where the three indicators (vegetation, soils, & hydrology) align - on this site, that is within the excavated pond. Sincerely, Dewberry Engineers Inc. CONSTRUCTION PLANS FOR DRESDEN WOODS Prepared For: MATCHPOINT DEVELOPMENT, LLC FAIRHOPE, BALDWIN COUNTY, AL INDEX: SHEET NO. SHEET TITLE G1 EXISTING CONDITIONS & DEMO PLAN 02 UTILITY & SIDEWALK PLAN 03 UTILITY DETAILS 04 POND DETAILS 05 BEST MANAGEMENT PRACTICES PLAN U INDEXizi * Signe ire LOGAN M. DUNN REVISIONS:Project Engineer BY DESCRIPTIONI JGD--104s JGDAFAIRHOI H -Cen10Fairhope -Prepared By:/ /A = kill 1. ]> DRESDEN WOODS—I REVISIONSi lUICIli#• DewberryI I*( I ISSUE: n । DATE BY DESCRIPTION L INITIAL SUBMITTAL TO CITY 1 SECOND SUBMITTAL TO CITY TP THIRD SUBMITTAL TO CITYIYY VV =I'll PRELIMINARY- NOTVICINITY* FOR CONSTRUCTION ISSUEMAP Date: FEBRUARY 12, 2026 Project Number: 50189049 1212312025 111512025 211212026 LMD/JGD I MD/JGD LMD/JGD 38946 Reg. No. DATE 1/20/2026 2/11/2026 SIDEWALK & SEWER LAYOUT POND/SIDEWALK UPDATE A1 B1 • B I I I TITLE SHEET GENERAL NOTES 25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251-990-9950 phone 251-990-9910 tax www.dewberry.com # A A A A A A A I -2 2 □ 1 im711ailvin—*s (oT VALO MTHCUT SCTRE) 2/12/2026 Date: 1 /Nal*(any "" I I I ■ 2! /S n (ALT I ! LF □- Ti) E E I E T T-TID - EURN UNIVER IT " • | q I_ I Dewberry E EROSION AND SEDIMENT CONTROL NOTESUTILITIES 1.i. 2.D 2. 3. 4.3. ALL WATER MAINS SHALL BE OF A PIPE CLASS APPROVED BY THE UTILITY OWNER. SEAL “W8;4.Y y g*/NosM6.*t ! PROrCSSN •5.5. 6. SEE APPROVED BMP PLAN FOR ANY ADDITIONAL NOTES OR REQUIREMENTS. 7. 0 8.CONTRACTOR SHALL FOLLOW THE APPROVED BEST MANAGEMENT PRACTICES PLAN. 6. SCALE N/A 7. 8.ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 9. B NO. DESCRPTION DATE REVISIONS DRAWN BY JGD DESIGNED BY NA — APPROVED BY .MD CHECKED BY LMD DATE FEBRUARY 11, 2026 TITLE GENERAL NOTES A PROJECT NO.50189049 B1 SHEET NO. 25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251390.9950 THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE COORDINATES (NORTHING & EASTING) AND ELEVATIONS (z) OF ALL WATER & SEWER LATERALS & MECHANICAL FITTINGS. THIS INFORMATION SHALL BE IN AN ELECTRONIC FORMAT THAT CAN BE IMPORTED INTO A CAD FILE OR OTHER SUITABLE FORMAT AS AGREED ON BY THE ENGINEER. ALL DISTURBED AREAS NOT PAVED ARE TO BE STABILIZED WITH SEEDING AND MULCHING OR SOD AS SOON AS POSSIBLE. THE LOCATION OF THE UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION (HORIZONTALLY & VERTICALLY) OF ALL UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. CONTRACTOR SHALL ADHERE TO THE ALABAMA HANDBOOK FOR EROSION AND SEDIMENT CONTROL. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY BEFORE ATTEMPTING TO TAP THE LINE. IF CONSTRUCTION REQUIRES HOT TAPPING INTO EXISTING LIVE WATER OR SEWER SYSTEMS OPERATED BY FAIRHOPE PUBLIC UTILITIES (FPU), ONLY THE FOLLOWING ENTITIES ARE AUTHORIZED TO PERFORM THESE TAPS: ALL EXCAVATING WORK MUST CONTACT WWW.AL811.COM TO INITIATE ALL "LOCATE REQUESTS” FOR EXISTING BURIED UTILITIES. THIS IS MANDATORY PRIOR TO ANY ACTIVITY THAT INVOLVES DIGGING OR REMOVING EARTH DEEPER THAN 12 INCHES, WHETHER USING MECHANIZED EQUIPMENT OR HAND TOOLS. WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER THE PROPOSED PAVEMENT. ANY SEED & MULCH SHALL BE APPLIED AND MAINTAINED ACCORDING TO ALABAMA SOIL AND WATER CONSERVATION COMMITTEE GUIDE FOR EROSION & SEDIMENT CONTROL, CURRENT EDITION. HAY BALES AND/OR WATTLES SHALL BE USED AT LOCATIONS OF SHALLOW CONCENTRATED FLOW TO TRAP SEDIMENT. THE INLETS TO ALL DRAINAGE STRUCTURES SHOULD BE PROTECTED AS SHOWN ON THE APPROVED BMP PLAN, AT A MINIMUM, AND IN ACCORDANCE WITH THE ATTACHED DETAILS. THE CONTRACTOR SHALL CLEAR OUT ACCUMULATED SILT IN THE EXISTING DITCHES AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED. -FAIRHOPE PUBLIC UTILITIES (FPU) -CONSOLIDATED PIPE AND SUPPLY COMPANY, INC. -FPU INSPECTORS MAY TAKE EXCEPTIONS FOR HOT TAPS LESS THAN 2 INCHES ALL BUILDING AND CONSTRUCTION RUNOFF SHALL BE DIRECTED TO THE SEDIMENTATION CONTROL DEVICES WHERE EVER POSSIBLE. ALL PVC PIPE SHALL BE MARKED USING A 12 GAUGE COATED COPPER WIRE BURIED BETWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE PIPE. UTILITY COMPANIES POWER- CITY OF FAIRHOPE WATER- CITY OF FAIRHOPE SEWER- CITY OF FAIRHOPE TELEPHONE- AT&T GAS- CITY OF FAIRHOPE 11. WATER AND SEWER CROSSINGS MUST COMPLY WITH CURRENT FAIRHOPE STANDARDS, CODE ORDINANCES, AND ADEM CHAPTER 335-7-7, 4(I-IV). 12. A MIN. 10’ IS REQUIRED BETWEEN WATER/SEWER SERVICES AND MAINS. FIELD ADJUSTMENTS MAY BE REQUIRED TO AVOID TREE CONFLICTS. 10. WATER MAIN/SERVICES & SEWER MAIN/SERVICES SHALL HAVE A MIN. 18” VERTICAL SEPARATION BELOW ANY EXISTING WATER MAIN. PRELIMINARY NOT FOR CONSTRUCTION 1 2 3 4 5 DR E S D E N W O O D S MA T C H P O I N T D E V E L O P M E N T , L L C FA I R H O P E , A L A B A M A • Dewberry 25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251390.9950 || ! 1 MEADOWBROOK UNIT II■l MEADOWBROOK UNIT I ex PAVED DRIVE (RETAIN) iiy—e)E i l = QAk I - EX FENCE (RETAIN)GA8 4K AN wLAUSE DA PROPERTY LINE— 251 wy | 4 £ 4/\ \I -3B WETLAND UNE|Ex ROw CLEARING UMTS! । \£ 1|$ §X G20s 50"z —IFEaID। । EI &etil6 LI1I-------O|/Ex EOF REMOVE EX SHEL I V 1 V —\ . HICKGRY losLoLly----- 120 \I PA 20‘+[' CELC V J OAK 65“s €3hax\2 1 S3./Ex FENCE (RETAIN)REMOVE EX FENCEC CLEARING UIMTS I Ex PAVED TURNOUT (RETAIN)Sem EX GAS LINE (RETAIN)EX GRAVEL TURNOUT (RETAIN)y - ----------- — in —dAotl -121 —137-—AA. -D4K24* 26% -. 121,-11B I — fia • I1 7iza1121 7 14" CMP 122QAYFER RD EXT 7 L121- H H H ---------- H ------------- H H H H H H H H H H HH H —== W ---------------- H ---------------H H --------- H ------------ H‘# ----------- H ------------- H EX SIDEWALK (RETAIN)EX OVERHEAD POWER UNE (RETAIN)Ex ECF Ex ROW B A Ex OVERHEAD POWER UNE TO 8E RELOCATED BY POWER COMPANY \ REMOVE Ex RESIDENCE w INV: 119.35' E INV: 119.37' V \ / 1 I 1 | I I I I I I LORLOL ’- \ \ ) 1 I | 1 / / I V \ \ OAK 74 £3 EX FIRE HYDRANT (RETAIN) ' (TYP.) 1 sI % | i $0 A V \ \ Vs EA T= ■ RED CEDAR 24' । 1 28" CMP W INV: 120.16’ E INV: 120.38' - Ex DIRT TURNCUT (RETAIN) \ 18" RCP w INV. 118.20' E INV: H8.4r REMOVE Ex MOBILE HOME \ - I 24" RCP N INV. 117.59' 5 INV. 117.04' s s \ -\ REMOVE EX WATER PLMP | * Ex POWER POLE (RETAIN) (TYP) I I 12" RCP w INV 118.94' E INV 119.24' + 30' WETLAND BUFFER ' ( *o 2 ===== + . (BLOLLY === Eher 28" RCP W INV: 117.98' E INV: 117.63' Cs -A 11345 I.,G I—T H // \ • / / \ \ REMOVE Ex GAS TANK - HICkos / 4 41 + I OELOLL{ ■ E | fl l '—m H --------. H g 311 I Wv W PP- 2 le 24 KLALsgt IAK NX 35 \ OAK , 55" X = L\ * v \ 1 -------- OHP CMP PL = CORRUGATED METAL Pirs = PROPERTY ONE LEGEND: INV = INVERT CP - REINFORCED CONCRETE PIPE = MAILBOX - GUY MP= - SIGN - WATER METER = FIRE HYDRANT = WATER VALVE = POWER POLE = LIG-T PQ= - £ ECTRIC METER - TELEPHONE PEDESTAL • = UNDERGROUNO UTUTY MARKER das - CAS TANK w = WATER PUMP ----------- OVERHEAD POYER UN= ------------- X----------------------IMRE PENCE -------------- G ---------------- =GAS LNE (APPROXIMATE LOCATON - SCALED FROM UTLTY MAP) -------- W--------- W------------- WATER UNE (APPROXIMATE LOCA now - SCALED FROM UTLTY MAP) -------------- S ------------------- SE£R LINE (APPROXIMATE LOCATOV - SCALED FROM unuTY MAP SEAL “NBA";9 YEENs, 4 = IImsun PRELIMINARY NOT FOR CONSTRUCTION SCALE 0 30 60 90 NO. OESCRPTICN DATE REMSIONS DRAWN BY JGD DESIGNED BY JGD APPROVED BY .MD CHECKED BY LMD DATE FEBRUARY 11, 2026 TITLE EXISTING CONDITIONS & DEMO PLAN PROJECT NO.50189049 C1 SHEET NO. s* s ’ NO.38946 ’ PROFESSIONAL °4NM 1 2 3 4 5 T £7 gI DR E S D E N W O O D S MA T C H P O I N T D E V E L O P M E N T , L L C FA I R H O P E , A L A B A M A BI S H O P R D =5 0 2 s | I - s DAKi \LALREL OAK- 27 o\e 5 A" LAGREOAK 129"PRESERVELIVEOAK OBLOLLYX42— I XPROPOSED POND 1 I X-K(RETAIN) -2 ■L X21"30‘ ____15' DRAINAGE/UTILTY/ SIDEWALK EASEMENT 1 I I2 \I I I XIILOBLOLL y PINE 20 ■I A. LOT 4I IIFFE^ 123.50’PINE 20" \\ I Y \VINSTALL 6"x2* TAPPING SLEEVE & VALVE V /r551 5.00 .Jt qee241450 2$.152 Cgen 25"14.OAi 5 04K 28" F = 1 1 I I LOT 2 FFE^ 124.00*I I 25‘ DRAINAGE/UTILITY/ SIDEWALK EASEMENT LOT 3 FFE= 123.50' X \ \ \ LOT 1 FFE- 124.00' \ ft X INSTALL 2’ PVC SEWER FORCE MAIN (661 LF) INSTALL 5' SIDEWALK (262 LF) (HELD ADJUSTMENTS OF ALIGNMENT TO AVOID TREES & ROOTS MAY BE RECD.)Y/ VV/ / // \X LAUREL OAK 45* SEWER MAIN SHCWN IN WETLAND BUFFER TO BE INSTALLED BY BORE INSTALL WATER SERVICE INSTALL WATER SERVICE INSTALL SEWER SERVICE INSTALL SEWER SERVICE 1 — * 1 LALWEL OAK. 35* / / 9% E4 7= ■ FED CED- 28* 1 I ♦ LDELDLLY INSTALL SEWER SEVICE ‘L/Ve QAK 25* INSTALL 5‘ SIDEWALK (767 LF) (FIELD ADJUSTMENTS OF ALIGNMENT TO AVOID TREES A ROOTS MAY BE REGD.) 3 UE OAK727 / 4 LOSLOLL Y PE 20" INSTALL WATER EERVICE ■1a E EDAR A Q-LFEL 0AK ■ ■ VA , EX GRADY POND “V I i I ! 7 ASLE / LALREL OAK 25 Gy504K t GLpFEL Ofh - T ad 122,8 -5520 h \ \ 7X(Y \ 1/X & EX ROW Ex EOP Ex 6" SEWER FORCE MAIN / 28" CMP W INV: 120.16' E INV: 120.38’ EX 2" WATER MAIN (RETAIN) 3 ------CH= Ex SIDEWALK (RETAIN) Ex 6" WATER MAIN (RETAIN)I I I = EX FIRE HYDRANT (RETAIN) (TYF.) 1___ GAYFER RD EXT / -*—W—• —7a) EX ROW EX EOF 24" RCP N WW 177.59° 5 WW 1170." 28" RCP / W )NV: 117.98’ ' F Wit 117.63 2 d!A -'A t E /NW 119.37’ 14" CMP W /NW 119.35’ 18" RCP IV WW 118.20’ E WW' 118.47* 12" RCP / IV WW 118.94’ ' E INV: 119.24' .. 1 MEADOWBROOK UNIT II । I SCALE 0 30 DC 90 E D C NO.38946 s PROFESSIONAL ■ I SEAL PRELIMINARY NOT FOR CONSTRUCTION 25353 FRENDSH HOP DAPHNE, AL 35525 151.5900050 C2 SHEET NO. B DESCRPTION DATENO. REVISIONS DRAWN BY JGD DESIGNED BY JGD — APPROVED BY LMD CHECKED BY LMD DATE FEBRUARY 11.2026 TITLE UTILITY & SIDEWALK PLAN A PROJECT NO.50189549 9 Dewberry MEADOWBROOK UNIT 1 INSTALL WATER / SERVICE . 6 —P 2 AD BUFFER 27" 68 □ 1 I I I I I III I I I 2 OAK 65" 1 2 1II I €3 I X AIlvt LOT 5 FFE= 123.50' HICKOY 25°— LOT 6 FFE-123.50' == - 25" INSTALL WATER____ SERVICE INSTALL SANITARY SEWER FLUSHING STATION INSTALL SEWER SERMCE 1OAK ag” & HICWGRY 33" OAK 74" X EASTERW FED CEDAR 24" PL ‘A ?KE w ------- OHP --------- S ---------= 5EWEF L.(APPROX/UATE LOCATION - SCALED FROM _ Ty WAP) - WATER PUMP = OVERHEAD POWER L/N£ LEGEND: INV - INVERT RCP = FEINFORCED COWNCFETEU PIPE CMP = CGRRUCATED METAL PPE - PROPERTY LIE = MALLBOX = GUY WFE = SIGN - WATER METER = FIFE HYDRANT = WATER VALVE - POWER POLE = EECTIC METER = TELEPHCNEL PEDESTAL • - UNDERGROUND UTILiTt GAs - GAS TANK --------- X ---------- = WFE FENCE -------------- G ---------------- --- CAS UNE (APPROXIMATE LOCATON - SCALED FRDW UTLITY MAP) -------- V --------- V--------------WATER LINE (APPROXIMATE LOCATION - SCALED FROM UTLTY M4AP) 54231iI 2/11/2026 1/20/2026 POND/SDDEWALK UPDATE SPEWALK A SEWER LAYOUT BI S H O P R D DR E S D E N W O O D S MA T C H P O I N T D E V E L O P M E N T , L L C FA I R H O P E , A L A B A M A B H - 3 B H 1 . - 5 Ul"N/AABAT, TIAAILtMV NO.38946 ’ PROFESSIONAL PRELIMINARY NOT FOR CONSTRUCTION E = SEAL 9 Dewberry NATURAL GRADE / -s PIPE wio Ha0 IH ol ino,” s-5 2 55 ; (528 TYPICAL TRENCH DETAIL EYCAVATON E BACKFILL SHALL BE A SUBSIDIARY OEUGATON CF THE CULVERT 25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251390.9950 INSTALL APPROVED BACKFILL IN 6" LIFTS th 85% CCMPACTION, STANDARD PROCTOR. OVERCUTS AND/CR UNSUITAELE FOUNDATION MATERIAL SHALL BE FILE /REPLACE WITH PEA GRAVEL OR EQUAL INSTALL APPROVED BACKFILL IN LIFT IPACTION STANDARD PROCTOR TO 6" ABOVE C3 SHEET MO. PROJECT NO. 50189048 TITLE UTILITY & SIDEWALK DETAILS DRAWN BY JGD DESIGNED BY JGD APPROVED BY -MD CHECKED BY LMD DATE FEBRUARY 11, 2026 NO. DeSCRPTION DATE REVISIONS SCALE N/A NOTE METER BOXMTH CREEN LO 1 ‘ V— VTo SyL.CE SCFNLEDwi" ne ecwnDe monce 112 *E 3600slaome EERWCE U TERAL e DzATCW wmle. STANLESS Ei-FL BAM OP mason ThUX CMR sAnces OA iwu -€ SIESr aOaAs wram2STANDARD SANITARY SEWER DETAILSci i Y or FAIRHOPE SERVICE CONNECTION TOCPP LINED SANITARY EEWER MAINE 57 AHCLE eawmmnE sE DuMTen An Iit SAVt ITees GAe usyt I OI TE ACES IeaEn EFRLEE THE SADDLE SIA1I, et usro AS A TOMLATE TO TRACE THE AREA CF CPP L NER TO UE REMOVED IOA 1 AIRA WEPLALTUwN rar Exsve RIOTE Off EDNVOE DGMNECTNN TI-ENEMEWWT-ESMDCETNL EtAil BEMLeO THE HOLE w TE SAnn SHALL BE PaOEnL v ALG/L WITH I rL N IME Ol LEie wksshroa macs wen Mlson JHLERBSHULEE MENDED Fce ire cIt LEW PDER TO TOT ALLATN GV TrE GADDC ------------------------------------ CITV OF FARHDPE PUALic UTES 55520UTW SECVICHEtRDET F&HDPE AL AANA 26537 251 920 0003 - - FCR COnP srcPFB1 700-6NL Qit COUIVALLNT SEROCe SApou —- RCMAC 202 NS HUON COATED DUCTILE RCN SERCE &ADDLE W STAPRES SIEFL pout E ETRAPWIKEDPrN EMNLETDREOUN -HEute imerpeg raouro IDONTOGEGIPUNI) voapcemssrarnmssia DREOUMLEIC couue ' wrsute 9 avstwet vunve l tZCOMPREBRDi FAIRHOPE UTILITIES LOW PRESSURE SEWER SERVICE sranr ss 55 SCRam— OERRERGNEI aon y sxsux turceseru Anust umagauay IOP EWEERAPDC TO ECLIL i aRour t ATERA CONNECTION HSLE BETWEEN THE SDOLE M THE CVAFCRIOMTAIsTHE&DOLE SLFFACeE CDTALI 5* Th ADH SVLLALENT SILL Eh PELPN/O A REROMITMAD IIY TD MNJTACTRTR THE ECaywnO “IACORDAKEv................ -= INaM &EDP CAV ON ror H511466NL i 1-12 STR GNECK/ ’ 1 WLVEOR / EQUNALENT f X / I WATER SERVICE & SEWER LATERAL NOTES 2 RRAA—TK 3. 61sC1 -3 — 2* SEWER FORCE MAIN 7PVC PIPE 2"X2" PVC TEE WYE I2” SQ. OPERATION NUT □SLOPE a 1/8" PER FOOT 2" PVC PLUG3/4" TYPE K COPPER TUBNGL, * 3/4" CCRPORATION STOP€2" DIA SCH. 40 PVC PIPE HAVE 1SEWER LATERAL PLAN VIEWTYPICALNEW WATER SERVICE CONNECTIONFLUSHING STATION ASSEMBLY FOR SEWER OR WATER NOT TO SCALE 1FAIRHOPETNOT TO SCALE FINISHED GRADE CARSONITE MARKER24"- - a IB• i+C E sWATER MAIN —-6-0" TYP-s 2" SEWER FORCE MAINJ-4044 AS SHOWN 19t.2"x2" PVC TEE ATE-B ■B 0 LJ LJ LJ LJ LJ eg1 G-E I SLOPE a 1/8" PER FOOT 2" PVC PLUGalth20‘—0" I 4041 AS SHOWNJ 2" DIA SCH 40 PVC PIPE2" PVC 45' BEND1/4" MAX. SAW CUT OR TOCLED R1/4° MAX./JOINT 1* MIN DEPTH 2" 5Q CFERATION NUT NOTES—fnt 2"x2" PVC TEE WYE -I •I 2" SEWER FORCE MAIN+ L SEWER LATERAL SECTIONAEXISTING SEWER MAINEXISTING SEWER MAIN CONCRETE SIDEWALK DETAIL NOT TO SCALE NOT TO SCALESEWER TAPPING SLEEVE & VALVE ASSEMBLY NOT TO SCALE CARSONITE MARKERS SHALL BE INSTALLED ON LATERAL ENDS. TYPE CUM-375 WITH ANCHOR (GREEN) MUELLER H-15172- 3/4" CURB STOP 3000 PSL CONCRETE SECTION R CONSTRUCTION CONTROL JCINT 2" BRASS ’ 90' BENO 2 5 NEW WATER SERVICE PIPING 2" BRASS THREADED PIPE W/CAP 11—71 1 A "4 MUELLER TYPE H—15008 W/ TAPERED C.C. THREADS M.J. PLUG W/2° TAP W/2" NIPPLE • MINIMUM 12” COVER UNDER THE FLOW LIKE CF DITCHES. JCM 402 SERIES TAPPING SADDLE (EPOXY COATED DOUBLE STRAP. W/ TAPERED C.C. THREADS) FCR PVC MAINS DIRECT TAP SERVICE UNE ON DUCTILE IRCN WATER MAIN 31 24"X24" CONCRETE PAD 4° THICK N GROUND • 6" THICK IN ROADWAY TCP CASTING W/MARK (SEWER) CONNECT TO 18 LF MIN. DUCTILE IRON PIPE M J GATE VALVE (SEE SPECS) DUCTILE IRON SLEEVE MUELLER NO. H-1310—6 ' METER BOX (PLASTIC MEIER BOX COVERS SHAL CAST IRON READER UD) . d ft 1/4" EXPANSION JOINT FILI ER? SEE PLAN SHEET FOR LOCATION OF WATER SERVICESAND SANITARY SEWER LATERALS SERVICES AND LATERALS ARE SHOWN 5 FT FROM PROPERTY UNE SERVICES AND LATERALS ARE SHOWN 1 FT PAST ROW UNE. INSIDE PROPERTY LOCATION OF SERVICES AND LATERALS SHALL BE MARKED WITH THE LETTER "W FOR WATER SERVICES AND 'S’ FOR THE SEWER LATERALS VALVE BOX 5—1/4" DlA SCFEW TYPE. ADJUSTAELE, CAST IRON CONSTRUCTION WATER MAIN SEE PLAN FOR MAIN SIZE SECTION A EXPANSION JOINT GATE VALVE FLG./M J. 0 te .I I: ■5 3000 PS| * CONCRETE % Cs E NOTE LOCATION OF EACH WATER SERVICE SHALL BE MARKED WITH THE LETTER "W —e 89 *5 "TI- E D CONCRETE BOX WITH ONE PIECE RIBBED CAST IRCN COVER MARKED WITH A WHITE CARSONITE MARKER 1 2 3 4 5 DR E S D E N W O O D S MA T C H P O I N T D E V E L O P M E N T , L L C FA I R H O P E , A L A B A M A POND DETAIL N T TO SCALE -----4 0'- CORE MATERIAL TO- BE DETERMINE aY \ rrgig/ g riogs rr.'SEOTE HNICAL ENCINEE A-—— H i ELE 119 -5 -EXISTING GRGJND/ III POND BOTTOM ELE'. 115.005 \ t LorI- MINI POND BERM DETAIL NOT TO SCALE I] BERM: 120.00 —4" OF TOPSOIL W) SOLID soD - BACKFILL W/ ■ELE T AASAT; *2 NO.38946 7 PROFESSIONAL SEAL •I \XPRESERVEyIX 44|A 4-------- 118--------- 2-------- 120. 1 121 1 B 30 WEILANO SUFFER1 s s 5 \ \ LOI 3 LOT 5I LAFE ft I a%) 1 18,57 $-1.TT L,%2 —$w 121- t20 =m2 E f —122 w w Iaxc AV 184 r t I 1a24 122 -anx H “ DRAINAGE DITCH PLAN VIEW !) s w uee 120, te C my, 220 38. w wV: 117. sa t wV: 117.53 N i rr.ss V \ \ ■ \ INSTALL 12LFOF 8" N-12 DUAL WALL PIPE w/ CONCRETE 3 HEADWALL 1Z MIN SLOPE, DRAIN TO DITCH) INSTALL NDS 12" CATCH BASIN DRAIN w/ GREEN GRATE TOP (SKU: 1200CRKIT) INSTALL 72 LF CF 8" N-12 DJAL WALL PIPE W/ CONCRETE 3: | HEADWALL 0J% MIN SLOPE ORAN TO POND) MAINTAIN POSITIVE LRAINAGE FROM SOUTH OF SIDEWALK TC Ex CULVERT UNDER GAYFE RD ExT V - r INSTALL (4) 12 N-1. DUAL WALL PIPE w/ CONCRETE 3:1 HEA WALL INSTALL PONO OUTLET STRUCTURE & Rle RAP (SEE DETAIL THIS SHEET) GAYFER & AISHOP SUBD. INSTALL RAINAGE DITCH । EE DETAIL THIS SHEET) PROPOSED POND (DRY) TOP OF POND=120.00‘ BOTTOM OF POND-118.00 100 YR HW-119.07 Lar i Frz-Ir4on" INSTALL 100 SF OF CL 2 RIP RAP W/ FILTER FABRIC (MIN 2 THICKNESS) 1400 ■ 3|‘ LOT 4 ws-eaLan- . DRAINACE DITCHLOI 2 CENTERUNE ves-ooner _ ■------120—lae \ . XT -- t8" Aco ' to" mce -ve wipe rra IM ----- — —==== 1 .. ELE - e ----------------------------------- —f it 6 D C 111 .1-SOLID SQJ EXISTIN GROUNC- rZ MEADOWIWOE UNII I TOP EL= .100 YHW =112 974I FAI BOTTOM EL =118.00’ — OCINV V M. SCALE FONG TOP EL=170DO o 50 100 150 112 llv-18,00 — INY-117 84“x1 - $ S 125 INSTALL 16 LF OF 10" RCPIEHVARIESEXISTINC GRUJND POND OUTLET DETAIL— EXISTING GROUND0- 0 112 J-0,59%120 REGO POND - 120 NOT TO SCALE.-U.42%.lhurB —3 -X 075- 1 Iff RECD DITCH - 115 VARIES REVISIONSDRAINAGE DI I CH DE I AIL 1-5"WWF 4x4-W3/W3 DRAWN BY JGDNOT TO SCALE110110 DESIGNED BY JGD CC P.— APPROVED BY -MD (CHECKED BY LMD DATE FEBRUARY‘1,2026 -0+50 0+00 1+00 2+00 2+50 TITLE - —8"]SECTION VIEW FRONT VIEW H: 1" = 50'DRAINAGE DITCH - PROFILE VIEW V: 1" = CONCRETE SLOPED HEADWALL DETAILA NOT TO SCALE PROJECT NO.50189049 C4 SHEET NO. — 3.U— DICHC. DRAINAGE & GRADING PLAN 4* TOPSOIL & SOLID SOD REQD. IN SIDE SLOPES & DITCH BOTTOM PIPE DIA =10" 2/11/2026 DATE POND BOTTOM INSTALL 200 SF OF CLASS 2 — RIP RAF .V/ FILTER FABBI / (MIN. 2' THICKNESS) RETENTION BASIN SHALL BE GRASSED WITH PERMANENT VEGETATION A NO. ed g&e ■ - , POND/SIDEWALK UPDATE DESCRPTION mum’TlFil INSTALL CONCRETE i HEADWALL 3 AIAJEIEIEIEIEE L INSTALL CONCRETE ILL HEADWALLSTHIHHIFLTT | ALL HEADWALLS SHALL | HAVE 3 1 SLOPES 14N 1r PRELIMINARY NOT FOR CONSTRUCTION 25353 FRENDSH RDP DAPHNE, Al. 36525 251 200.0050) 9 Dewberry ■I E MEADOWBROOK UNIT II y s |\ d-I1 '7. 4123 5 |CO R E M A T E R I A L DR E S D E N W O O D S MA T C H P O I N T D E V E L O P M E N T , L L C FA I R H O P E , A L A B A M A ABAT) s = OC,S" "NOPANylie (UWe NO.38946 7PROFESSIONAL SEAL PRELIMINARY NOT FOR CONSTRUCTION 25353 FR/ENDSF ROAD DAPHNE, AL 36526 251,000,0050) • Dewberry* SCALE 0 50 100 150 NO. DESCRPTION DATE REVISIONS DRAWN BY JGD DESIGNED BY JGD — APPROVED BY -MD CHECKED BY LMD DATE FEBRUARY 11, 2026 TITLE BEST MANAGEMENT PRACTICES PLAN PROJECT NO.50189049 C5 SHEET NO. H NOTES MEADOWBROOK UNIT II MEADOWBROOK UNIT I( I 1 2.I /3.car E I,Ggonr ©,ox "LAIAL GAKvuLR low:.' \ / rO V is-L X7 I |27—PRESERVE Z 5. k — X YXXX AXW100.0 INSTALL SILT FENCE (CLEARING UMTS -PROPOSED POND %INSTALL SILT FENCE TOTAL DISTURBED AREA3NL1#-x-X-----X X—------- ;-----------*i JO’ WETLAND BUFFER§I lit GAYFER *0.S6 ACRES 3BISHOP SUED i f \ I .0' $ 9. LOT 4 7. 4m-tnar kI■' \• 2l Y.IsD6 <2V) r CLEARING UMTS *100.0*Y i100.0'A 2.0*- w ww t20 16‘1 — - €12—=* \ww 120 38 ; SA f . 17 7 1‘1a 121172 2 HD EXT woe 18 201 w ww ns.ss’ -ww vuir 122122 121 —c=—-H c w-an -rmaneH were usarAs pnuubte eti ADGRAMA1,HiwePNIL t34 SWMYLIT FRWENU VTVIISFES&AXOSSUNS “SVWWN/sESUIMh, I rLow Lnw anot LN2I‘h, ■3s1 APLES 10" ON CENTEK -GaouLr7:____* ANCIION STAKE20 WATTLE / 22 sroP ODOTEXTILB HERE IO). 4 METHOD ] 1“SIDE VIEW ELEVATION VIEWTLe —1B 5 * OVERLAr.MTHOD I FENCE INSTALLATION ALSO TO INCLUDE ANCHORS AND TIsRACXs AS REQUIRED1-0 OVEMLAr. s(U8E TwoASTENER8MIN) 2.2nwmr(WIRLAP)ATrosr_ (USAJ-ASTENERSMN SILT FHNCE SMALL BE USED IN AREAS WHERE FLOW ts LOW TO MODERATE Ox AS DIECTED BY THE HNOINEER SI.T raerEs ARE:Te IT CONTROL ITMs TIIAT SILALI ne EancTD DOWN GnADE or ERODILE ARAS SUCII AS NEWLY ORADED FILL SLOrS AND ADIACSNNT To STRNAss AND (HANNUSGDOTEXTILE WOVEN WIRE ENDS "I.SECTION A-A . A LNVIIL AREA IN THE siAFE or .. SMILK. Ts AIDS I PONDING or RLNOSFSTAPLES IN" ON CITER STAPLES io" ON CENTER ■■ D rom AREAS or CONCENTRATED® nrOUUDMINT. T-rosr SFACINO SIULD oE RDUcED rosrT wrr TIE ICOmmATION or A DEWATENINO WELLWOVEN WIRE ENDS Ti CONTRACTOR MAY IL CT TO uss. uTn INSTAI 11 oR MITTWOD IWOvnN win PLAN VIEW sa ALDOT LIST m-3 FOR APPROVID SILT FIINCE GuOTXTILS REQUIRED LAPPING 10 THE DEWATERING WEEK AND ALL ASSOCIATED ITEMS AND LABOR SHALL BE A SUESEDLARY OBLIGATION OP THE SILT FENCBDETAIL (PITCH CHECK) tooroeo ru ' ■■ WATILES SIIDULD NOT on UsED IN IIARD norTOM CIIANNILS FLOW -ELE) ,WATTLE BXNSTAPLISSIIALL on PLACED TIROUCI rn DOTTOM NETNg o* ni r WATTLION TiE UPSTREAMAND DOwNTRnAM sious TO CREATE .SOLD ITRFACE DnTWEI rim WATILE AND nm coTEXTLLE IINDNRLAYMIOTT STAPLE &HAL.I. AB PLACED • ON CENTER.sL-T iTiHoUIS MAVY DUTY/PLAN VIEW . GROuND LINE8ILT FENCB 8ULT FENCE H ::eron. ?WA TILE DITCH CHECK SELECTION GUIDELINES WEIR DETAILELEVATION DETAIL CONSTRUCTED or ? PLYwOOD I SIDE VIEW DEWATERING WEIRA -SLCICAnDES-NOT TO SCALE NOTTO SCALEcarr MLNLAXA DMMrT w TAMSrORTATIOE©©icecmicsudamteteanU Imow awonce Mer r mnwin "' orur "r."me ESC-300-4 66515 DETAILS ce SILT FENCE ISLALLATDON ESC-2004 66508aneeDmereMt 1 su eerver wrenoune m OI8TUREED AREA (CLEARING LIMITS) t / i I I WATTLES SHALL BE REMOVED AFTER DISTURBED AREAS HAVE BEEN STABILIZED. f V / WATTLES SHALL BE PLACED DOWNSTREAM OF DISTURBED ARES AS WORK PROGRESSES. V ( DETENTION POND & DITCHES SHALL EE STABILIZED BY SODDING. / —IN THE EVENT THAT DISTURBED AREAS CAN BE STAEIUZED PRIOR TO NEXT RAIN EVENT, WATTLES CAN BE OMITTED rmCS 5= MIN AND COMPACTED ALL OTHER DISTLREED AREAS SHALL BE STABILIZED BY SEEDING 4 MULCHING INSTALL WATTLE DITCH CHECK (TYP) LOT 1 LoT 5 E 2 sTAPFS SPACED sa nns APART, ALN TT CHANNFI. DrS AND Down TWR CINR os THE CHANNEL STAPLES BFACED 10 INCHES AFAKT. AM038 IHE UFSTKEAM AND DWNSTKEAM UMM-B UMXLAYMENT V/ \ 1 Y opse BSMILFD WHER possuus su.r FENCES SHALL an cor: AN FACILITATE 85DIMENTATION ANOLE ANCHOULS TOWARD WATTLE THIROUCI VAIRIC LCT 6 7 '1 Astorra < es OVLLi-EOSI - TRmNC s (APPROX ex 6“) EACKFILL ONTOrOP GEOTEXTILE WITH SOIL ALABAMA DEPARTMENT OF TRANSPORTATION DICHBOTTOM 1e z4" nce N mv: 117.407 $ mv: 717.04° OVER T-POST INSTALL DEWATENINO wrI ON TOL OF WIlL REINFOICLMENT CILANNIL DOTTOM t ooerone ru d DVED T-tOoT GroXI.nUNDERLAYMENT * II nncares LP., - STALL GroT.E oa rOPCf DEWATERING WEIR N ■ 23" NAROW s IRENCH PIFTINOULAN TO FI IW ACROSS CHANNEL WIDIH ( “cnenzeeeeeetmeemnc AL.DoT NUMBER 1COARSE AOOKGATL Ol SAND DAGS 12" wt” w mv. N4 94 - s t 2NRUND ANCRORI STAKES SHALI. RE SIzED, SPACED, DRIVEN, ANDRBOP A MATERIAL THAT BPTELLIVEL Y BECUKES IHE CIEAK BTAKE BPACINO SHALL BE A MAXIMUM TWO FEET. MINIMUM KECOMMENDED FLACEMHNT INTEIVAL BETWEEN WATILE DITCH CHECK IS 1c0 FEET UNLE88FEWSRTAWESE ON TE T-AS On AFTWOVED BY TE ENUIEE" *" 5"ACTS GUIDANCE Cs ALoor NUMBER I COAISM ACCIGATE OR SAND DAGS =5 a? " e X ---------- X -------- 1 DETAILS OF EROSION CONTROL WATTLE DITCH CHECKS Y V M N wotarmoes eowtyNe"" 3V SFeFLEVATION DETAH POK MEIOII Ol WATILE ENDS ) — V !X\ ALABAMA DEPANTMET Or TAXSLOUEATON NYX WATY.n orros cuncxs ARE AFFROPRs ATE roR vrLocrTY REDUCTION AND coxrror op a1DMET TKANBPORT UNDER LOW TO MIDILM FLOW CONDITIONS NOT IXCCEEDING t DC FDSLC. Y LOT 3 wn-r1g INSTALL WATTLE DITCH CHECK (TYP.) - -100.0 21 sILr FMNCE SHOULD BE FLACLD WELL INSIDE sOtT-r- WAY AND ALONG HDUB oe CLNAXINO LuIS THIS WILL ALLow BOM POK ADDIIONAL DEBT MANAGEMENT TAACTICES 5UCI AB VDOATATED BUTTELS. UX \\ y V — / y NIA —' rnUNORLAYMIT L t - 22% t: Eorons A Musr EE anee= "‘"TLOWENTCINTD) MIN or 2 UPSTRIAM STAKES ____________ ELEVATION (DOWNSTREAM) VIEW mmku-----------------------------— HA,Y RUT DEWATERING LOT 2 — m~iar.af MRNMSENLATN SNMBEMCCRMTHWFRMDPA IMPLEMENT THAT 18 MANUPACTUREDFOR THB APPLICATION AND PROVIDES A o LAil O I/ ' IA 1 :15 OwanT ALAMMA Deras JTM or TRNCeTADO Crpaa"r UNDERLAYMENT METHOD uMIICILANICAL INSTALLATION 1 2 3 4 5 DR E S D E N W O O D S MA T C H P O I N T D E V E L O P M E N T , L L C FA I R H O P E , A L A B A M A © 00 30'60' N O R T H Scale: 1" 30' TREE PRESERVATION PLAN1 TREE PROTECTION FENCE - FAIRHOPE NOTES: 1. Fencing to be installed prior to construction. Fencing type shall be chain link. 2. The fence shall be erected w/ a min. distance of 20' from the trunks of heritage trees & 10' from all other retained trees. If installing underground utilities near tree roots becomes a hardship, a soil auger shall be used to tunnel under tree roots. 3. All roots to be removed during site clearing &/or construction shall be severed cleanly at the perimeter of the protected radius. 4. Footers for walls shall end at the point where large roots are encountered, and the roots shall be bridged. Post holes and trenches located close to retained trees shall be adjusted to avoid damage to major roots. 5. Fencing cannot be removed until land alteration, site clearing, and construction activities are complete. METAL POST FENCE TIE FINISH GRADE No entry, storage, temporary parking, or disturbance will be allowed within barricade REQUIRED SIGNAGESNOW FENCE OR CHAIN LINK METAL POST 2 TREE PRESERVATION NOTES TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP. 2 SSSIS 12 A 10’ MAX. SPACING 1/2” = 1’-0”329343.06-05 DESIGN landscape architects www.was-design.com N(O) Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 landscape architecture land planning placemaking FOIR GONSTRUCTOIN THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. MEADOWBROOK UNIT II MEADOWBROOK UNIT I / I )) / \ X X XXX A.X X X | )\04. ,)I )K V r = LA EL ^AKo. r • 1I4•I 118 119.4 120LOT 1 121—'L OK 120o — 119 \ Fif I /a R /P\ I\ \\4:•co lCM \ { d I\| < LOT 3 I LOT 4 LOT 54 4 I I LOT 2 LOT 6EASLtRN Ri\28"CED. \ OA. PINE 20”Al20"23 OAK 74"OA.4” \ I \/I I /\ "Iw AMVZNV:2lot ■.4 •A.4AX■ * 4.4 •2.5- 41 4((A' .!4: :O1 /24” -)AK2 .OAK 30”^)AK ».OA K 3(\42”QAK(^R0A\^28OAK 2^ GAYKER RD EXT- - s 4 14 / \ TOO ^6” LAUl 22" LOBLOLJ^ PINE 20 /)Bb PIlX OAK 45" I J ASTER D CED. 21" ' I I I I LIVE '27”y RED 7" I I I L \ ) / ^CLY 20” I I | EASTS . RED £Bl I | I I | V \ ■OAK; 8(7 LIVE OAK ^"/y < / - OAK^ 35" SG 98LOLLYINE 20 1 I I I I I ! / \ \ \ \ I I \ \ — LObIRALT PINE 21" \ rfCKOR* I I I L EASFERI ^CEDAR XX I LOBL(DLLY PKJE 20> —HICKORY- 21” ‘ V OBLbLCY JINE 17" I I I____ I I I EASTERN RED E^DA. V II L •9” 22 Sheet No. TP200 Revisions Revisions / SubmissionsDateNo. 12.22.25 CITY SUBMITTAL 01.14.26 REV PER SITE 01.21.26 CITY SUBMITTAL 02.12.26 CITY SUBMITTAL Registration 9AHe, A EESTE $ O Sheet Title TREE PRESERVATION PLAN Copyright 2025 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. CHA YAUK! IMRER 518 VTW_____ Drawn VTW_____ Project Manager LCW_____ Principal 253455-002 Project No. 12.22.25 Date / — /s/ 4/ 20 t(1 1C WA “o TREE PRESERVATION CREDITS - Sec. 20.5-4(m) Total Trees To Be Preserved: Total Tree Credits Earned: SPECIES 20 Quercus 24 Quercus 26 Quercus 27 28 30 Quercus 45 48 Quercus TREE SURVEY DISCLAIMER:80 Quercus TREE REMOVAL Total Trees To Be Removed: TREE PRESERVATION/REMOVAL NOTES: Trees Provided: SPECIES sp. Eastern Red Cedar 1 3 324 Juniperus virginiana 3. Total Tree Debits: Total Replacement virginiana virginiana Quercus Quercus Pinus Pinus Quercus Quercus Loblolly Pine Loblolly Pine virginiana virginiana virginiana virginiana taeda taeda Eastern Red Cedar Eastern Red Cedar Eastern Red Cedar Eastern Red Cedar laurifolia laurifolia laurifolia Loblolly Pine Loblolly Pine Laurel Oak Laurel Oak Laurel Oak 21 Juniperus 25 Juniperus 27 Juniperus 28 Juniperus Quercus Quercus Pinus Pinus virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana virginiana Live Oak Live Oak 2 2 20 28 Quercus Quercus Quercus taeda taeda Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak Live Oak 2 3 2 3 3 3 2 2 6 2 Quercus Quercus Quercus Quercus 35 42 43 5 12 8 9 10 2 3 3 3 2 6 6 3 2 4 20 21 22 29 38 65 74 1. 2. 1 1 1 1 1 5 6 8 9 10 2 3 1 1 1 1 2 3 4 GENUS Cary a Cary a Cary a 2 3 4 2 3 3 3 3 3 4 5 5 3 9 4 5 5 33 Trees 122 Credits 1 2 1 1 1 17 20 3 1 1 2 ALL TREES SHOWN ON SITE ARE TO BE PRESERVED. WHERE TREES ARE INDICATED TO BE SAVED, WE UNDERSTAND DURING CONSTRUCTION, TREES MAY BE IMPACTED DUE TO UNFORESEEN ACTIVITY. IN THIS CASE, IF A DESIGNATED PRESERVED TREE IS RECOMMENDED TO BE REMOVED DUE TO CONSTRUCTION, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY TO UPDATE PLANS ACCORDINGLY & CONSULT WITH CITY. CONTRACTOR SHALL NOT REMOVE TREE WITHOUT FURTHER COORDINATION. IF TREE IS HARMED OR REMOVED, WAS DESIGN IS NOT RESPONSIBLE FOR ANY FURTHER CONSEQUENCES. WHERE TREES ARE INDICATED TO BE SAVED, OUR BEST PRACTICE WILL BE TO MAINTAIN NATURAL AREAS OF OVER & UNDERSTORY VEGETATION, RATHER THAN A CONTINUOUS CLEARING OF THE UNDERSTORY TO HIGHLIGHT THE TREES. GENUS Carya QTY 1 1 2 2 1 1 3 1 1 1 DBH 20 21 25 DBH 33 QTY 1 1 1 sp. sp. sp. 1. ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY DEWBERRY. COMMON NAME Hickory Hickory Hickory COMMON NAME Hickory CREDITS PER TREE 2 2 3 TOTAL CREDITS 2 2 3 DEBITS PER TREE 4 7 Trees 18 Debits 18 Debits TOTAL DEBITS 4 1 HE I G H T P E R SP E C S , M I N . 3 ‘ A L a n d s c a p e D e v e l o p m e n t P l a n f o r Dr e s d e n W o o d s Fa i r h o p e , A l a b a m a —B I S H O P R D SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT TREES MA 10 MAGNOLIA VIRGINIANA 3 TRUNKS; FULL HEAD SWEETBAY MAGNOLIA 30 GAL 10`-12` PC 8 TAXODIUM ASCENDENS FULL HEAD, SPECIMEN QUALITY POND CYPRESS B&B OR CONT 3"CAL 10`-12` SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING SOD/SEED SOD 13,029 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE © QUANTITY TAKEOFF DISCLAIMER: QUANTITIES NOTED ON PLANS ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. 00 30'60' N O R T H Scale: 1" 30' LANDSCAPE PLANTING PLAN1 GENERAL PLANTING NOTES 1" 1"Ԁ · · · · · · · · · · · · · · · · · · · · 2 329399-05 SHRUB PLANTING3 EXISTIN NATIVE UNDERSTORY & OVERSTORY VEGETATION TO REMAIN AND ACCOUNT AS DETENTION BUFFER SET ROOTBALL CROWN 931 HIGHER FINISHED GRADE. I IIMMEIIFBI I BI I Bl । -] i — i _1'El 11=11111 —ll1 I-—I I 2 X ROOTBALL MULCH TO DEPTH AT WATER WELL. THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT — 1— '-----------PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. )---------- BACKFILL WITH A MIXTURE , OF PLANTING PIT SPOIL \ AND PREPARED PLANTING A SOIL, PER SPECS, FROM \ ADJACENT PLANTING AREA V---- UNDISTURBED SUBGRADE ’’AMERICAN STANDARDSQUALITY AS DEFINED IN THE CURRENT ISSUE OF MINIMUM OF 24” BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: 3" DEPTH PINE BARK 4” DEPTH SHREDDED HARDWOOD MULCH 3” DEPTH LONGLEAF PINESTRAW, SETTLED FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. OF 36” BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON PLANT MATERIAL AND PLANTING PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGWITH EXISTING LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITHTIMES. SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE.COMPOST ANY OTHER PROPOSED DRAINAGE METHODS SHALL BEALL PLANTING BEDS. ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER’S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. LANDSCAPE AREA SOIL PREPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND GENERAL CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF ROOTBALL 1 ’-0”1”329333.13-01 landscape architects www.was-design.com IM© landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 FOIR GOINSTRUGTOIN THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. AYC DESIGN ,000000, /%0000000° XOO MEADOWBROOK UNIT II MEADOWBROOK UNIT I \ X XX X X XXX X X X )04, IK \I7 X I LA EL >AKo./\SODC" ) $ \XSOD4 X D118 .3 LOT 1 •1- —L 0,AK 120o 119 F RY,Ch p 4:()CM { U A< \ LOT 4d € ADYLOT 2 LOT 6/ \I 4 \ EASTERN OA. PINE 20”RED CEDA.t OAK 20”OAK 74"24”SOD -A\\\ \ I \I3 / I /\ "()O .f ■4A a.1. .~r 442•■ 4 .*<*z ii4X (3.. .4.(N.!4: :p4 zQAK^6_-2^ --2 \OAK 30 OAK 30”OAK 30”42OAK 28”OAK 2^4 GAYFEB RI)-EXT s 4 4..f.{* / \ EASTERN RE CEDAR 28" LOBLOLLY PINE 17” LOBLOLLY PINE 20” OAK 45" LAUi 22” ABL PIIX ^.LY 20/ L/E 27” | I I \ \ \ \ — _ I I I I HICKORY 33” ( AK 6” OAK; 8/ 620" VI \I V L/E OAK 43”) < JKICKORY, 21" ASTER D CED. 21" ' A A l \ l \ l ' zu “ii2 X \ LAO 29” OAK\ 75 SAMERN RED TCEDAR 27" PINE 21" I 02 LOT 3 \ \ \ \ \ \ \ \ \ LOBLIDLLY PINE 20"7 \ \K TERN RED^ WAR. Al •V \ \ / \ ./ LOT 5 Sheet No. LP200 Revisions No. Date 12.22.25 REV PER SITE01.14.26 CITY SUBMITTAL01.21.26 CITY SUBMITTAL02.12.26 Registration 94He,1A LESTE4)/ $ U, O Sheet Title LANDSCAPE PLANTING PLAN Revisions / Submissions CITY SUBMITTAL Copyright 2025 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. IMRER 518 201 n' C L an VTW_____ Drawn VTW_____ Project Manager LCW_____ Principal 253455-002 Project No. 12.22.25 Date / - 2 s/ 8/ CHAYAYK 4 IRRIGATION NOTE: CONTRACTOR TO COORDINATE W/ OWNER FOR IRRIGATION OF LANDSCAPED AREAS TO DETERMINE IF A TEMPORARY OR UNDERGROUND SYSTEM SHALL BE UTILIZED. RO O T B A L L + 1 A L a n d s c a p e D e v e l o p m e n t P l a n f o r Dr e s d e n W o o d s Fa i r h o p e , A l a b a m a -B I S H O P R D REFERENCE NO. 50189049 DRESDEN WOODS MatchPoint Development, LLC Drainage Narrative FEBUARY 11, 2026 V Dewberry X * Y Ps No. 38946 © SUBMITTED BY Dewberry Engineers Inc. 25353 Friendship Rd Daphne, Alabama 36526 251.929.9786 VEEA’ENP*—" - . PROFESSIONAL ~0006/03-l l • “cinet" , OGAN DUE * • • I I • • 1 DRESDEN WOODS Table of Contents 1. General Information 2 2. Existing Drainage Conditions 2 3. Hydraulic Analysis & Results 2 3.1 Stormwater Runoff Analysis 2 APPENDIX A - Vicinity Map 5 APPENDIX B - PondPack Results 7 APPENDIX C - Flowmaster Results 8 Table of Tables Table 3.1a: Catchment 1 Runoff Coefficients - Pre-Development Condition. 2 Table 3.1b: Catchment 1 Runoff Coefficients - Post-Development Condition 2 Table 3.2a: Catchment 2 Runoff Coefficients - Pre-Development Condition. 3 Table 3.2b: Catchment 2 Runoff Coefficients - Post-Development Condition 3 Table 3.3: Pre/Post Release Rate Results 4 • Dewberry 1TABLE OF CONTENTS DRESDEN WOODS 1. General Information Table 3.1a: Catchment 1 Runoff Coefficients - Pre-Development Condition. Catchment 1 Pre-Development Runoff Coefficients Table 3.1b: Catchment 1 Runoff Coefficients - Post-Development Condition. Catchment 1 Post-Development Runoff Coefficients • Dewberry 18 2NARRATIVE 3. Hydraulic Analysis & Results 3.1 Stormwater Runoff Analysis 2. Existing Drainage Conditions The existing site is composed of undeveloped woodlands. There is a grady pond in the center of the site that is approximately 8,600 square feet. There is also a residential home, four sheds, and a mobile home located on the east side of the site. These structures are proposed to be removed. The high point can be found on the northwest corner of the site. Stormwater runoff drains to the grady pond in the center, then drains north towards Fly Creek. Existing GIS topography and survey data indicates that there is a natural drainage ditch that allows stormwater to flow between the grady pond and the right of way ditch on Gayfer Rd. Ext. There are four (4) drainage pipes along the north side of Gayfer Rd. Ext., within the right of way, where stormwater runoff is directed to a culvert that drains south under Gayfer Rd. Ext. to a grady area. It appears that runoff flows back north through the culvert and towards Fly Creek as the grady area fills with stormwater during higher-year storm events. GIS topographic info was used in combination with field verified survey data to analyze and model the existing and proposed drainage conditions for this project. C Value 0.30 0.30 Area (SF) 53,000 53,000 Area (SF) 19,068 33,932 53,000 Dresden Woods is a 4.66-acre proposed subdivision consisting of six (6) lots. This site is located on the northeast corner of Bishop Rd. and Gayfer Rd. Ext. in Fairhope, Alabama. A vicinity map has been included in Appendix A. This report includes the drainage analysis for the development of six (6) residential homes and one (1) detention pond. C Value 0.90 0.35 0.55 Bentley’s PondPack software was used to analyze the stormwater runoff for this site. The Modified Rational Method for runoff estimation was used to develop the drainage calculations for the project. The 2, 5, 10, 25, 50, and 100-year, 24-hour storm events were utilized in the drainage calculations for this site. The Modified Rational Method estimates flow using the total area, ground surface conditions (represented by runoff coefficient between 0 and 1), and IDF curves (which provide the rainfall intensity in inches per hour). The runoff coefficients (C-value) for this site vary between 1.00 (used for the pond) and 0.30 (used for vegetated or natural areas). Three catchments were modeled for the drainage analysis. Catchment #1 consists of the area that drains to the proposed pond. Catchment #2 consists of the on-site direct runoff area that drains to the grady pond. Catchment #3 contains the entire pre-developed drainage area for the existing grady pond and was modeled to analyze the existing 100-year high water elevation. The calculations for the cumulative runoff coefficients for catchments 1 and 2 can be found in Tables 3.1a - 3.2b below. Ground Cover Type Hard Surfaces Yards Weighted C-Value & Total Area Ground Cover Type Grass/Woodland Weighted C-Value & Total Area DRESDEN WOODS T a ble 3.2a: Catchment 2 Runoff Coefficients - Pre-Development Conditi o n. Catchment 2 Pre-Development Runoff Coefficients Table 3.2b: Catchment 2 Runoff Coefficients - Post-Development Condition. Catchment 2 Post-Development Runoff Coefficients • Dewberry 18 3NARRATIVE The pre-development scenario was modeled using the undeveloped site conditions. The post development scenario was modeled using six (6) future lots, with each lot containing 40% of hard surface area. This percentage is based on the R-1 zoning maximum allowable hard surface area. Drainage maps for the pre-development and post-development conditions can be found in Appendix B. The proposed ponds will utilize a concrete culvert outlet structure that will discharge a controlled rate of stormwater to the existing grady pond. The outlet structure is designed to allow the discharge of runoff from a 100-year storm event to be released from the site without the ponds overtopping. As shown in Table 3.3 below, the post-development release rates are lower than the pre-development release rates for the 2, 5, 10, 25, 50, and 100-year storm events. The proposed pond has a bottom elevation of 118 ft and a top elevation of 120 ft. The design highwater elevation for the 100-year storm event is 119.07 ft, which is lower than the proposed detention pond top elevation. A detailed breakdown of the PondPack results can be found in Appendix B. The time of concentration (Tc) was calculated using the Kirpich (TN) equation and this information can be found in the attached drainage analysis results. NOAA (National Oceanic and Atmospheric Administration) Atlas 14 has published IDF curves for Baldwin County and these values have been incorporated into the analysis. The addition of six (6) houses and driveways will create an increase in stormwater runoff for this site. A detention pond was designed to attenuate stormwater runoff such that the post-development stormwater runoff rates are less than the pre-development rates. Lots #1 & #2, located on the west side of the grady pond, will be surface drained through the proposed ditch to the proposed pond. Lot #3 will utilize roof drains that will connect to the proposed pond and/or proposed ditch. Lot #4 will directly runoff to the existing grady pond. Lots #5 & #6, located on the east side of the grady pond, will discharge stormwater runoff directly to the existing grady pond. C Value 0.30 0.90 1.00 0.35 0.46 C Value 0.30 0.90 1.00 0.36 Area (SF) 67,768 27,154 8,627 46,479 150,028 Area (SF) 137,417 3,984 8,627 150,028 Ground Cover Type ______ Grass/Woodland______ Hard Surfaces Grady Pond Weighted C-Value & Total Area Ground Cover Type ______ Grass/Woodland______ Hard Surfaces Grady Pond Yards Weighted C-Value & Total Area DRESDEN WOODS Table 3.3 Pre/Post Release Rate Results. Allowable & Calculated Release Rates for Storm Events Storm Event (Years 2 5 10 25 50 100 Allowable Release Rate (cfs) POND 2.31 2.76 3.15 3.69 4.11 4.54 8.48 10.16 11.57 13.56 15.12 16.67 Total Allowable Release Rate (cfs)10.79 12.92 14.72 17.25 19.23 21.21 Calculated Release Rate (cfs) POND 0.91 1.18 1.40 1.71 1.95 2.11 9.67 11.59 13.19 15.46 17.25 19.03 Total Calculated Relase Rate (cfs)10.58 12.77 14.59 17.17 19.20 21.14 118.61 118.71 118.79 118.90 118.99 119.07 • Dewberry 4NARRATIVE Drainage Catchment #3, previously mentioned in this report, was also modeled in PondPack in order to determine if a tailwater condition for the existing grady pond would affect the stormwater conveyance for proposed drainage plan. The catchment area consists of Catchment #1, Catchment #2, and all of the off site direct runoff that flows through the grady pond. The flow leaving the total drainage area is 37.38 cfs. Survey data was used to model a channel section in Bentley’s Flowmaster software. Using this data and the outflow results from PondPack, it is determined that the 100-year highwater for the total drainage catchment is 117.77 ft, which is below the proposed pond bottom and will not create a tailwater condition for the proposed detention pond. The Flowmaster calculations are shown in Appendix C. The proposed sidewalk on the south side of the lots will utilize four (4) 12” HDPE pipes to allow water to flow through the grady pond and the right-of-way ditch. The pipes have been sized to convey the same stormwater runoff capacity as the existing 24-inch pipe under Gayfer Rd. Ext. The combined cross- sectional area of the four (4) 12-inch pipes is equivalent to the cross-sectional area of one (1) 24-inch pipe. _____ Calculated < Allowable_____ Design Pond High Water Elevations Calculated Release Rate (cfs) ONSITE DIRECT RUNOFF Allowable Release Rate (cfs) ONSITE DIRECT RUNOFF 9 Dewberry 10 December 23, 2025 RE: Traffic Study Requirement - Dresden Woods Members of the Planning Commission, Sincerely, Dewberry Engineers Inc. ( LMD: jgd Page 1 of 1 Dewberry Engineers Inc. 25353 Friendship Road Daphne, AL 36526-6278 251.990.9950 251.990.9910 fax www.dewberry.com Logan M. Dunn, P.E. Project Manager 251.929.9786 City of Fairhope Planning Commission 161 North Section St. Fairhope, AL 36532 We are submitting this correspondence regarding the Traffic Study requirement for the proposed Dresden Woods subdivision located in Fairhope, Alabama. The site’s address is 8611 Gayfer Ave. Ext, and the proposed subdivision will consist of six (6) residential lots. According to the City of Fairhope subdivision regulations, a traffic study shall be required for all applications that will generate an average daily traffic count of 1,000 trips or more, or 50 trips or more during any peak hour period. The proposed development includes only six (6) single-family dwellings. According to Traffic & Highway Engineering, by Garber and Hoel, the average number of daily trips for a single-family dwelling is 9.57. Using this value for each of the four houses in Dresden Woods, the total projected traffic generation is approximately 58 daily trips, which is well below the 1,000-trip threshold that would warrant a traffic study. Based on the small scale and use of this development, and considering the above assumptions, a traffic study does not seem to be necessary for the Dresden Woods subdivision. Please let us know if the City requires any additional documentation or clarification to confirm this determination. * Dewberry Project: Dresden Woods Utility: Fairhope Utilities Date:Monday, November 24, 2025 Time:7am Observations: Static Hydrant (Nearest to Proposed Project) intersection Bishop Rd. & Gayfer Rd. For Best Results Residual Needs to Exceed 25% Flow Hydrant General Location: Fairhope Elementary (a Bishop Rd. *Hydrant No. Calculations: Flow @ 20 PSI Hydrant Paint Scheme Classification 7O''1 ‘"If. Sig SEAL 22714 Reg. No. 1’0 GPM 1007 Cody Kachele Inspectors) Material PVC JASON N. ESTES Project Engineer Latitude 30.527094 Latitude 30.53085 251 990 9950 251 9909910 fas www.dewberry ge General Location: "Hydrant No. Longitude -87.877555 Dawherry Enginens Inc 75351 Fiendshi Road Dephne AL 36525 Material PVC Longitude -87.877703 Size 6 GPM @ test PSI Start-20 PSI Residual PSI GPM @ 20 PS! ♦♦Pressure Drop 1,007 28 5 2,553 10% Size 6 C B A AA Color Red Orange Green Light Blue Pitot PSI 36 GPM @a 20 PSI Less than 500 GPM 500-999 GPM 1,000 - 1,499 GPM 1,500 GPM & Above %eomnetos owies. AYL ire Static PSI 48 10% Residual //-22-2s Date: Residual PSI (Flow) 43 Open addl hydrant AUNSA.s ? Y-oc-NSs.y • c*. it- 2 No. 22714 ■ = - I PROFESSIONAL • = isProject Site , it L 4 *** ;. i1 M re‘ 1 1) । n t y $ 15 € —= r - 5 fl Test Hydrant Static PM Residual psi 41 t 4 J ,9 wet Flow Hydrant Pitot 30 GPM____ " 'F r’C eir .300 ! 1— । ri 1 1 r - uek avi 3 X ’ Gayler RoadExtGayfer Ro40 £r 2MG Water Tank a4 / Yr11 09 Bi s h o p R e f Bi s h o p R < 1 Fairhope Public Utilities December 18, 202 25353 Friendship toad Daphne. AL 3652. e with Fairhope Public Utilities. The ATC will be determined uponElectric is aval lab final approval of t e plans. 932Fairhope, AL 3 Wes Boyett Natural Gas Superintend ent 251.928 8003 FAIRHOPEAL.GOV555 5 SECTION STREET FAIRHOPE, ALABAMA 36532 - Marshall King Staking Engineer 555 S. Section St. RE: PIN 43888, 2 proposed 6 lot su Ben Patterson Electric Superintendent E corner of Bishop Rd. and Gayfer Rd. Ext, Dresden Wood a division Council Members Andrea Faust Booth Jack Burrell, ACMO Jimmy Conyers Joshua Gammon Jay Robinson Aaron Collins Dewberry Mayor Sherry Sullivan Daryl Mo refield Wate r/Wa stewater Superintendent Fairhope Public Utilities@@ e December 18, 2025 Sincerely, 3 555 5. SECTION STREET FAIRHOPE, ALABAMA 36532 •FAIRHOPEALGOV251.928.8003 Ben Patterson Electric Superintendent Council Members Andrea Faust Booth Jack Burrell, AC MO Jimmy Conyers Joshua Gammon Jay Robinson New gas sendee is available to the property, subject to the completion of all necessary application processes and payment of any applicable fees. RE: PIN 43888, NE corner of Bishop Rd. and Gayfer Rd. Ext, Dresden Wood a proposed 6 lot subdivision This letter is to confirm that Fairhope Public Utilities is the natural gas utility provider for the area that includes the above-referenced service location. Fairhope Public Utilities has existing natural gas infrastructure in place to serve this location. Aaron Collins Dewberry 25353 Friendship Road Daphne, AL 36526 Mayor Sherry Sullivan Sid Grose Gas Department Construction Supervisor Fairhope Public Utilities 555 S. Section St. Fairhope, AL 36532 251-928-8003 Wes Boyett Natural Gas Superintendent Daryl Moren eld Wa ter/Wastewater Superintendent Fairhope Public Utilities U December 18, 2025 555 5. SECTION STREET. FAIRHOPE, ALABAMA 36532 -251.928.8003 FAIRHOPEAL.GOV Marshall King Staking Engineer 555 S. Section St. Fairhope, AL 36532 RE: PIN 43888, NE corner of Bishop Rd. and Gayfer Rd. Ext, Dresden Wood a proposed 6 lot subdivision Ben Patterson Electric Superintendent Electric is available with Fairhope Public Utilities. The ATC will be determined upon final approval of the plans. Council Members Andrea Faust Booth Jack Burrell, ACMO Jimmy Conyers Joshua Gammon Jay Robinson Aaron Collins Dewberry 25353 Friendship Road Daphne, AL 36526 Mayor Sherry Sullivan Daryl Morefield Water/Wastewater Superintendent Wes Boyett Natural Gas Superintendent Fairhope Public Utilities December 19, 2025 Sincerely, ewater Superintendent 555 S. SECTION STREET, FAIRHOPE, ALABAMA 36532 • 251.928.8003 FAIRHOPEAL.GOV De w Ben Patterson Electric Superintendent Council Members Kevin C. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Sobinson This letter of availability is only valid based on what was proposed at the utility review meeting. Any changes or deviations of the proposed plan will require another utility review. This statement of availability remains effective for twelve (12) months from the date of this letter, at which time it shall expire and automatically be withdrawn. Water: Based upon a review of the proposed development, water service by Fairhope Public Utilities is currently available. All tap fees and system development charges (SDC's) will apply, and all necessary infrastructure improvements will be at the developer's expense. Re: PPIN 43888, DRESDEN WOODS, NORTHEAST CORNER OF BISHOP AND GAYFER RD EXT, 6-RESIDENTIAL LOTS Sewer: Based upon a review of the proposed development, low pressure sewer service by Fairhope Public Utilities is currently available. Low pressure sewer must be installed on frontage of property along Gayfer Rd Ext. All tap fees and system development charges (SDC's) will apply, and all necessary infrastructure improvements will be at the developer's expense. Mayor Sherry Sullivan Wes Boyett Natural Cas Superintendent Daryl Morefield Water/Wastewater Superintendent This documents is for draft purposes only and is not finalized nor binding in any way. A legal document shall be produced based on this draft at a future date, which shall be prior to recording of Final Plat of Dresden Woods Subdivision. BYLAWS OF DRESDEN WOODS HOMEOWNERS ASSOCIATION, INC. AN ALABAMA NONPROFIT CORPORATION ARTICLE I NAME AND PURPOSE 1. Name The name of the corporation is Dresden Woods Homeowners Association, Inc. (“Association”). 2. Purpose The Association is organized to: o Enforce the Declaration of Covenants, Conditions, and Restrictions (“Declaration”) o Maintain common areas and stormwater facilities o Promote the health, safety, and welfare of the owners o Comply with City of Fairhope subdivision requirements ARTICLE II MEMBERSHIP AND VOTING 1. Membership Membership is mandatory for all owners of Lots within Dresden Woods. 2. One Vote Per Lot Each Lot is entitled to one (1) vote. Multiple owners of a Lot shall collectively exercise one vote. 3. Good Standing Only members in good standing (no unpaid assessments) may vote. ARTICLE III MEETINGS OF MEMBERS 1. Annual Meeting An annual meeting shall be held each year at a time and place determined by the Board of Directors. 2. Special Meetings Special meetings may be called by the President, a majority of the Board, or members holding at least twenty percent (20%) of the votes. 3. Notice Written notice shall be given not less than ten (10) nor more than sixty (60) days before a meeting. 4. Quorum A quorum shall consist of members holding at least twenty-five percent (25%) of the votes. ARTICLE IV BOARD OF DIRECTORS 1. Powers and Duties The Board shall manage the affairs of the Association, including: o Maintenance of common areas and stormwater facilities o Levying assessments o Enforcing the Declaration and Rules o Contracting for services and insurance 2. Number and Term The Board shall consist of three (3) directors, elected for staggered two-year terms. 3. Declarant Control Period The Declarant may appoint the initial Board until the earlier of: o Sale of 80% of Lots, or o Two (2) years from recording of the Declaration ARTICLE V OFFICERS 1. Officers The officers shall include: o President o Vice President/Secretary o Treasurer 2. Officer Duties o President: Presides over meetings and executes documents o Vice President/Secretary: Acts in absence of President and keeps records of meeting minutes o Treasurer: Manages funds and financial reports ARTICLE VI ARCHITECTURAL REVIEW COMMITTEE 1. No Architectural Review Committee shall be established. ARTICLE VII ASSESSMENTS AND FINANCES 1. Budget The Board shall adopt an annual budget covering common area maintenance, stormwater facilities, insurance, and reserves. 2. Assessments Assessments shall be levied equally per Lot unless otherwise stated in the Declaration. 3. Collection Unpaid assessments may result in liens, interest, and legal action as permitted by Alabama law. 4. Fiscal Year The fiscal year shall be determined by the Board. ARTICLE VIII MAINTENANCE AND STORMWATER OBLIGATIONS 1. Common Areas The Association shall maintain all Common Areas shown on the Final Plat. 2. Stormwater Facilities The Association is solely responsible for the operation, maintenance, and repair of stormwater detention and drainage facilities. 3. Indemnification of City The Association shall indemnify and hold harmless the City of Fairhope from claims related to privately maintained facilities. ARTICLE IX INSURANCE AND RECORDS 1. Insurance The Association shall maintain general liability insurance covering Common Areas. 2. Records Financial and governing records shall be available for inspection by members upon reasonable request. ARTICLE X AMENDMENT OF BYLAWS These Bylaws may be amended by a majority vote of the members present at a duly called meeting. ARTICLE XI GENERAL PROVISIONS 1. Conflict In the event of a conflict between these Bylaws and the Declaration, the Declaration shall control. 2. Governing Law These Bylaws shall be governed by the laws of the State of Alabama. CERTIFICATION These Bylaws were adopted by the Board of Directors of Dresden Homeowners Association, Inc. on the ___ day of ________, 2026. Secretary: __________________________ Date: _____________________________ This documents is for draft purposes only and is not finalized nor binding in any way. A legal document shall be produced based on this draft at a future date, which shall be prior to recording of Final Plat of Dresden Woods Subdivision. DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS AND HOMEOWNERS ASSOCIATION FOR DRESDEN WOODS This Declaration is made this ___ day of ________, 2026, by [Developer/Declarant Name], an Alabama __________ (“Declarant”). ARTICLE I NAME AND PROPERTY 1. Subdivision Name The name of the subdivision shall be DRESDEN WOODS, located in the City of Fairhope, Baldwin County, Alabama. 2. Property Description The real property subject to this Declaration is more particularly described on the Final Plat recorded in the Office of the Judge of Probate of Baldwin County, Alabama, as Dresden Woods, as shown thereon (“Property”). ARTICLE II HOMEOWNERS ASSOCIATION 1. Formation There is hereby created a nonprofit Alabama corporation known as Dresden Woods Homeowners Association, Inc. (“Association”). 2. Membership Membership in the Association shall be mandatory and shall be appurtenant to and inseparable from ownership of any Lot within the Property. 3. Voting Rights Each Lot shall be entitled to one (1) vote. Multiple owners of a Lot shall collectively have one vote. ARTICLE III COMMON AREAS AND MAINTENANCE 1. Common Areas “Common Areas” include, but are not limited to: o Stormwater detention and drainage facilities o Open space or buffer areas o Private streets or alleys, if any o Signage, landscaping, and entrance features o Any other areas designated on the Final Plat as common or private 2. Maintenance Responsibility The Association shall be solely responsible for the maintenance, repair, and replacement of all Common Areas, including stormwater facilities, in accordance with City of Fairhope requirements. 3. No City Maintenance The City of Fairhope shall have no obligation to maintain any Common Areas not formally accepted for public maintenance. ARTICLE IV USE RESTRICTIONS 1. Residential Use Lots shall be used for single-family residential purposes or any other use allowable under the current zoning regulations in the City of Fairhope, unless otherwise approved by the City of Fairhope. 2. Nuisances No activity shall be conducted that constitutes a nuisance or violates any City of Fairhope ordinance. 3. Temporary Structures No temporary structures (trailers, tents, or similar) may be used as residences unless allowed under the current zoning of the Property. 4. Compliance With Laws All use of the Property shall comply with applicable federal, state, and local laws, ordinances, and regulations. ARTICLE V ARCHITECTURAL CONTROL 1. Architectural Review Committee (ARC) No Architectural Review Committee shall be established. 2. City Approval Required Each lot may build any structure suitable under the City of Fairhope permitting or zoning approvals. ARTICLE VI ASSESSMENTS 1. Assessments The Association may levy regular and special assessments to fund maintenance, insurance, utilities, reserves, and administrative costs. 2. Lien for Nonpayment Unpaid assessments shall constitute a lien against the Lot enforceable in accordance with Alabama law. ARTICLE VII STORMWATER AND DRAINAGE 1. Stormwater Facilities All stormwater detention and drainage facilities shown on the Final Plat shall be owned and maintained by the Association. 2. Access Easements Easements for access, maintenance, and inspection of stormwater facilities are hereby granted to the Association and the City of Fairhope, as required. 3. Prohibited Actions No owner shall alter drainage patterns, fill, or modify stormwater facilities without written approval of the Association and the City of Fairhope. ARTICLE VIII INSURANCE AND INDEMNIFICATION 1. Insurance The Association shall maintain general liability insurance covering the Common Areas. 2. Indemnification The Association shall indemnify and hold harmless the City of Fairhope from claims arising from the Common Areas not accepted for public maintenance. ARTICLE IX TERM AND AMENDMENT 1. Term These Covenants shall run with the land and shall remain in effect for thirty (30) years and automatically renew for successive ten (10) year periods. 2. Amendment Amendments require approval of the majority of the votes of the Association and must be recorded. ARTICLE X MISCELLANEOUS 1. Enforcement These Covenants may be enforced by the Association or any Owner. 2. Severability If any provision is deemed invalid, the remaining provisions shall remain in full force and effect. DECLARANT SIGNATURE [Developer/Declarant Name] By: __________________________ Title: _______________________ Date: _______________________ NOTARY ACKNOWLEDGMENT (Alabama-compliant notary block) HENSHAW RD $a cover”P <GERANIUM DR[ ta.TEEHAWTHORNE LN P 2(cOL. * edS MH i N4 1 ‘rg -1ae0ss.at4ne ai Mad • Ai Alda a 5 ( I • 5 • M I C p r Z or Os N44 | s - A350 gMdsy s-E--eTT n ow ""—CUBAN LLY” s 2 co m C) 2 7 O ( “de, 2) a l —JSa FTE %X N 2 Z ----(W EzqZoning: B-1 \s - TWIN BEECH RD Q.PUD I ■IR-1 2 J ____I 7 Iaaul—PETIOLE DR HENSHAW RD GLOVER RP 4Li7 ' A// I 11111 GERANIUM DR MahHAWTHORNE LN=24 7COLEMAN TRL 1II IXN.. .co.AONyfDRRICH RD — Road • Parcel Q I a e2 el 2 03 m --------P LL. —6 o 2 ofIA’,, SIABAW SD 26.06 - Battles Trace Phase 9 vOu oCity of Fairhope Planning Commission March 2, 2026 6 CT □ 6 — Project Name: Battles Trace Phase 9 Site Data: 22.4 acres Project Type: 81-lot subdivision Jurisdiction: Fairhope Planning Jurisdiction Zoning District: TR, Tourist Resort District PPIN Number: 5499, 20948, 286294 General Location: North side of Battles Road, on the east and west sides of Colony Drive Surveyor of Record: Sawgrass Consulting Engineer of Record: Sawgrass Consulting Owner / Developer: PCH Hotels and Resorts/RSA School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: Name (] I —v e l a d NT d a X O V d 4 SD 26.06 – Battles Trace Ph 9 March 2, 2026 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, Sawgrass Consulting, on behalf of the Owner, PCH Hotels and Resorts/RSA, for Final Plat approval of Battles Trace Phase 9, an 81-lot Major Subdivision, on property zoned TR, Tourist Resort District. The property is located on the north side of Battles Road, on the east and west sides of Colony Drive and is 22.4± acres. SITE HISTORY Conditional Preliminary Plat approval was given at the March 6, 2025, Planning Commission Meeting. STAFF COMMENTS The subdivision has been built in conformance with the Preliminary approval. Two conditions of the preliminary approval have been met. SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 26.06 Battles Trace Ph 9 Final Plat with the following conditions and follow-up activities: 1. Recording of the Final Plat with Baldwin County Probate Office within 120 days of acceptance and submittal of a copy of the recorded Final Plat to Planning Staff; 2. Recording of the final Operations and Maintenance Agreement with Baldwin County Probate Office and provision of a copy of the recorded O&M Agreement to Planning Staff; and 3. Execution of the Maintenance Agreement by the Subdivider to include the Final Plat Instrument # (this document is not considered fully executed until it has received the Mayor’s signature). Page 5 of 10 of FAI 1 AM. APPLICATION FOR SUBDIVISION PLAT APPROVAL | | Village SubdivisionApplication Type: • Preliminary Plat • Articles of Incorporation or List all associated investors Property Owner / Leaseholder Information Phone Number: City: Montgomery State: AL 36104Zip: Proposed Subdivision Name: Battles Trace Phase 9 No. Acres in Plat: 22 4 No. Lots/Units:81 Current Zoning: TRParcel No: Phone Number: 251-544-7900 State: AL 36527Zip: Surveyor/Engineer Information Phone Number: 251-544-7900 State: AL 36527Zip: 0.42 Signature O1-19-2( Fairhope Single Tax Corp. (If Applicable)Date Name of Property Owner: PCH Hotels and Resorts/RSA Address of Property Owner: 201 Tallapoose St., 2nd Floor 05-46-09-30-0-000-043 000 05-46-09-30-0-000-041 000 05-46-09-30-0-000-037,003 Attachments: Date of Application: • Informal (No Fee) □ Multiple Occupancy Project Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. Name of Authorized Agent: Sawgrass Consulting, LLC. Address: 30673 Sgt E.I. Boots Thomas Drive ‘0 10 Name of Firm: Sawgrass Consulting, LLC Address: 30673 Sgt E.I. Boots Thomas Dnve City: Spanish Fort Contact Person: Tim Lawley City: Spanish Fort Contact Person: Tim Lawley • Minor Subdivision [• Final Plat Tim Lawley, PE - Authorized Agent Property Owner/Leaseholder Printed Name 60 Plat Fee Calculation: Reference: Ordinance 1269 Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope SAWGRASS Agent Authorization PROPERTY OWNER(S] Signati Signature(s)Date AUTHORIZED AGENT Spanish Fort, Alabama 36S27 City/State -Zy Signature(s) l/We authorize and permit Sawgrass Consulting, LLC act as my/our representative and agent in any manner regarding Battles Trace PH.9 . l/We understand that the agent representation may include but not be limited to decisions relating to the submittal, status, conditions, or withdrawal of this application. Peter Kiernan Name(s) Printed Montgomery, Al 36104 City/State I ) 201 S Union Street Mailing Address PCH Hotels & Resorts Name(s) Printed 30673 Sgt. E.I. Boots Thomas Drive Mailing Address Sawgrass Consulting, LLC - Tim Lawley, PE Name(s) Printed /2-2o 24 Date CHECKED BY: SHEET: DATE: DRAWN BY: OF SCALE:NUMBER:REVISION: DATE: 30673 Sgt. E. I. "Boots" Thomas Drive, Spanish Fort, AL 36527 Phone: (251) 544-7900 31 HL JANUARY 14, 2026 RETIREMENT SYSTEM OF ALABAMA BATTLES TRACE, PHASE 9 FINAL PLAT NOTARY FOR TEACHERS' RETIREMENT SYSTEM OF ALABAMA CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES (ELECTRIC) CERTIFICATE OF ENGINEER OF RECORD x x x x x x x x x x x x BATTLES TRACE, PHASE 9 SHEET 1 IS NOT VALID WITHOUT ALL SHEETS (TOTAL OF 3 SHEETS) ATTACHED HERETO CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE PLANNING COMMISSION CERTIFICATE OF BALDWIN COUNTY E-911 ADDRESSING CERTIFICATE OF APPROVAL BY HIGHSTREAM FIBER, INC. CERTIFICATE OF APPROVAL BY FAIRHOPE WATER CERTIFICATE OF APPROVAL BY FAIRHOPE SEWER CERTIFICATE OF OWNERSHIP AND DEDICATION NOTARY FOR EMPLOYEES' RETIREMENT SYSTEM OF ALABAMA CERTIFICATE OF APPROVAL BY FAIRHOPE GAS —TEE H Ls •.LEE Aheq“4Ro,TWIN BEECH RD3 iOO 35 &aSITE DATA RD"GENERAL SURVEYORS NOTES: 3IDaTnHAWTHORNE LN - CUBAN 9HEIGHT LIMIT ON BUILDINGS 35 FEET LILY DR OPEN SPACE/COMMON AREA: 354,202 TrRICH RD*(8.13 ACRES±) = (36.2%)S.F.±- ——LuPmeor’E /TDATED THIS THE_________DAY OF 20__ .or.OLDGR3 VICINITY MAPREAR 5 FEET TEACHERS’ RETIREMENT SYSTEM OF ALABAMA FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY 2026. SIGNED AND SEALED IN THE PRESENCE OF: SUBJECT PROPERTY IS CURRENTLY ZONED TR (PER CITY OF FAIRHOPE).WITNESS THE HOMEOWNER'S ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL COMMON AREAS. THE HOMEOWNER’S ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ROADWAY. DEDICATED EASEMENTS OWNER/DEVELOPER 1,A NOTARY PUBLIC IN AND FOR SAID COUNTY IN SAID DAY OF SURVEYOR/ENGINEERTHIS THE DAY OF 20____ _ OVERALL SURVEYED DESCRIPTION: AUTHORIZED SIGNATURENOTARY PUBLIC UTILITY PROVIDERS WATER FAIRHOPE WATER RIVIERA UTILITIESPOWER BROADBAND - HIGHSTREAM FIBER, INC. SECRETARY DATE DATED THIS THE DAY OF 20___ THIS_________DAY OF OF 20. TEACHERS’ RETIREMENT SYSTEM OF ALABAMA SIGNED AND SEALED IN THE PRESENCE OF:AUTHORIZED REPRESENTATIVE DATE THIS THE DAY OF 20___ WITNESS AUTHORIZED SIGNATURE THIS THE DAY OF __ AUTHORIZED SIGNATURE THIS THE DAY OF 20___ AUTHORIZED SIGNATURE DAY OF SIGNED THIS DAY OF __.DATEDATED THIS_______ DAY OF 20_____ NOTARY PUBLIC (AUTHORIZED SIGNATURE) IiIIIIi/I‘' THE HOMEOWNER’S ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL DRAINAGE INFRASTRUCTURE. THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE GAS, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. SEWER - FAIRHOPE SEWER GAS - FAIRHOPE GAS STATE, HEREBY CERTIFY THAT WHOSE NAME(S) IS (ARE) SUBSCRIBED TO THE CERTIFICATION OF OWNERSHIP AND DEDICATION, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGE THAT HE (THEY) SIGNED, SEALED AND DELIVERED SAID INSTRUMENT AT HIS (THEIR) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH. TIMOTHY D. LAWLEY, P.E. SAWGRASS CONSULTING, LLC ANY FLOOD ZONES GIVEN OR SHOWN ON THE FACE OF THIS DRAWING ARE BY ELEVATIONS FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAPS. ALL BEARINGS ARE BASED ON THE GRID NORTH AS DETERMINED BY RTK GPS AND REFERENCED TO NAD83, ALABAMA WEST STATE PLANE COORDINATES. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS THE________ 20___ ALL LOTS SHOWN HEREON ARE SUBJECT TO THE TERMS AND CONDITIONS OF THE BATTLES TRACE AT THE COLONY DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS TO BE RECORDED IN BALDWIN COUNTY, ALABAMA (THE "DECLARATION”), INCLUDING THE VARIOUS EASEMENTS, USE RESTRICTIONS AND THE CREATION OF LIENS FOR PAYMENT OF ANNUAL ASSESSMENTS AS MORE PARTICULARLY DESCRIBED IN THE DECLARATION. I, TIMOTHY D. LAWLEY, A REGISTERED ENGINEER IN THE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER 30859, HEREBY CERTIFY THAT I HAVE DESIGNED THE WITHIN IMPROVEMENTS IN CONFORMITY WITH APPLICABLE CODES AND LAWS AND WITH THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF THE WITHIN IMPROVEMENTS, THAT THE SAME CONFORMS TO MY DESIGN, THAT THE WITHIN IS A TRUE AND ACCURATE REPRESENTATION OF IMPROVEMENTS AS INSTALLED AND THAT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY THE CITY OF FAIRHOPE, ALABAMA. WE THE EMPLOYEES' RETIREMENT SYSTEM OF ALABAMA, 201 SOUTH UNION STREET MONTGOMERY, AL 36104, AS PROPRIETORS, HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN AS BATTLES TRACE, PHASE 9, A PART OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND THAT THE STREETS, DRIVES, ALLEYS, EASEMENTS, ETC. AS SHOWN ON SAID PLAT ARE HEREBY DEDICATED TO THE USE OF THE PUBLIC. THE UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE SEWER, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION MAPS, COMMUNITY PANEL NO. 01003C0756M AND 01003C0757M, EFFECTIVE APRIL 19, 2019, AND HAVE FOUND THAT THE DESCRIBED PROPERTY IS LOCATED IN ZONES ”X”(UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN. WE THE TEACHERS' RETIREMENT SYSTEM OF ALABAMA, 201 SOUTH UNION STREET MONTGOMERY, AL 36104, AS PROPRIETORS, HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN AS BATTLES TRACE, PHASE 9, A PART OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND THAT THE STREETS, DRIVES, ALLEYS, EASEMENTS, ETC. AS SHOWN ON SAID PLAT ARE HEREBY DEDICATED TO THE USE OF THE PUBLIC. THE UNDERSIGNED, AS AUTHORIZED BY HIGHSTREAM FIBER, INC., HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, INFORMATION USED TO PERFORM AND PRODUCE THIS SURVEY ARE PREVIOUS SURVEYS, BY THIS FIRM OR OTHERS, DEEDS OF RECORDS AND/OR OTHER INFORMATION AS PROVIDED BY THE CLIENT. NO TITLE SEARCH, OPINION OR ABSTRACT WAS PERFORMED BY THIS FIRM OR BY OTHERS UNDER THE DIRECTION OF THIS FIRM. IN ADDITION, THERE MAY BE OTHER INSTRUMENTS OF RECORD WITHIN THE OFFICE OF THE JUDGE OF PROBATE, AS WELL AS OTHER UNRECORDED INSTRUMENTS THAT COULD ENCUMBER AND/OR AFFECT THE BOUNDARIES OF THIS PROPERTY THAT WERE NOT FURNISHED AT THE TIME OF SURVEY. A MINIMUM 12 FOOT SEPARATION SHALL BE ESTABLISHED BETWEEN ALL STRUCTURES TO MEET ISO REQUIREMENTS. I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. STATE OF ALABAMA COUNTY OF MONTGOMERY THE UNDERSIGNED, AS AUTHORIZED BY BALDWIN COUNTY E-911 BOARD, HEREBY APPROVES THE ROAD NAMES AS DEPICTED ON THE MAP WITHIN PLAT AND HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE WATER, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. ERCIL E. GODWIN, PLS ALABAMA LICENSE NUMBER 26621 TA PA STATE OF ALABAMA COUNTY OF MONTGOMERY BEGINNING AT THE SOUTHWEST CORNER OF LOT 11, HILL TOP SUBDIVISION, PHASE ONE, AS RECORDED AS SLIDES 2746-C AND 2746-D, IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA; SAID POINT ALSO BEING THE NORTHWEST CORNER OF THE REMNANT PARCEL, REPLAT BATTLES TRACE, PHASE 6, AS RECORDED AS SLIDES 2756-A AND 2756-B, IN SAID OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA; THENCE RUN S89‘42‘01"E, ALONG THE SOUTH LINE OF SAID HILL TOP SUBDIVISION, PHASE ONE, AND THE NORTH LINE OF SAID REPLAT BATTLES BATTLES TRACE, PHASE 6, 984.07 FEET TO A POINT BEING THE NORTHWEST CORNER OF COMMON AREA 3, SAID REPLAT BATTLES TRACE, PHASE 6; THENCE RUN S38,38’23"W, LEAVING SAID SOUTH LINE OF HILL TOP SUBDIVISION, PHASE ONE, AND SAID NORTH LINE OF REPLAT BATTLES BATTLES TRACE, PHASE 6, ALONG THE WEST LINE OF SAID COMMON AREA 3, 172.25 FEET TO A POINT; THENCE RUN S33'14’36"W, ALONG SAID WEST LINE OF COMMON AREA 3, 681.86 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF GERANIUM DRIVE; THENCE RUN N8955‘43"W, LEAVING SAID WEST LINE OF COMMON AREA 3, AND ALONG SAID NORTH RIGHT-OF-WAY LINE OF GERANIUM DRIVE, 77.86 FEET TO A POINT BEING THE SOUTHEAST CORNER OF LOT 210, SAID REPLAT BATTLES TRACE, PHASE 6; THENCE RUN NOO‘04‘29"E, LEAVING SAID NORTH RIGHT-OF-WAY LINE, AND ALONG THE EAST LINE OF SAID LOT 210, 124.92 FEET TO A POINT BEING THE NORTHEAST CORNER OF SAID LOT 210; THENCE RUN N89°54‘37"W, LEAVING SAID EAST LINE OF LOT 210, AND ALONG THE NORTH LINES OF LOTS 210 THRU 215, SAID REPLAT BATTLES TRACE, PHASE 6, AND AN EXTENSION THEREOF 440.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF LOBELIA LANE; THENCE RUN S0O‘04‘16"W, ALONG SAID WEST RIGHT-OF-WAY LINE, AND THE WEST LINE OF SAID REPLAT BATTLES TRACE, PHASE 6, 100.00 FEET TO A POINT; THENCE RUN SOUTHWESTERLY, ALONG SAID WEST RIGHT-OF-WAY LINE, AND SAID WEST LINE OF REPLAT BATTLES TRACE, PHASE 6, AND A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET, A DELTA ANGLE OF 89′58′58", A CHORD OF WHICH BEARS S45°03‘51"W FOR 35.35 FEET AN ARC LENGTH OF 39.26 FEET TO A POINT; THENCE RUN SOO‘03‘27"W, ALONG SAID WEST RIGHT-OF-WAY LINE, AND SAID WEST LINE OF REPLAT BATTLES TRACE, PHASE 6, 40.00 FEET TO A POINT; THENCE RUN S89‘56‘33"E, ALONG SAID WEST RIGHT-OF-WAY LINE, AND SAID WEST LINE OF REPLAT BATTLES TRACE, PHASE 6, 4.98 FEET TO A POINT; THENCE RUN SOUTHEASTERLY, ALONG SAID WEST RIGHT-OF-WAY LINE, AND SAID WEST LINE OF REPLAT BATTLES TRACE, PHASE 6, AND A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET, A DELTA ANGLE OF 90°00‘54", A CHORD OF WHICH BEARS S44‘56‘09"E FOR 35.36 FEET AN ARC LENGTH OF 39.28 FEET TO A POINT; THENCE RUN SOO13‘19"W, ALONG SAID WEST RIGHT-OF-WAY LINE, AND SAID WEST LINE OF REPLAT BATTLES TRACE, PHASE 6, 100.06 FEET TO A POINT BEING THE NORTHEAST CORNER OF LOT 148, REPLAT BATTLES TRACE AT THE COLONY PHASE 5, AS RECORDED AS SLIDES 2755-B AND 2755-C, IN SAID OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA; THENCE RUN N8955‘34"W, LEAVING SAID WEST RIGHT-OF-WAY LINE, AND SAID WEST LINE OF REPLAT BATTLES TRACE, PHASE 6, AND ALONG THE NORTH LINE OF SAID REPLAT BATTLES TRACE AT THE COLONY PHASE 5, 675.37 FEET TO A POINT BEING THE SOUTHEAST CORNER OF LOT 1, COLONY WOODS SUBDIVISION, AS RECORDED AS SLIDE 2603-F, IN SAID OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA; THENCE RUN N00'15’18”E, LEAVING SAID NORTH LINE OF REPLAT BATTLES TRACE AT THE COLONY PHASE 5, AND ALONG THE EAST LINE OF SAID LOT 1, COLONY WOODS SUBDIVISION, AND AN EXTENSION THEREOF, 655.14 FEET TO A POINT; THENCE RUN N89°57‘39"W, 556.69 FEET TO A POINT; THENCE RUN N00,13’12”E, 552.15 FEET TO A POINT; THENCE RUN N8858‘57"W, 215.45 FEET TO A POINT; THENCE RUN N14*14‘15"W, 499.28 FEET TO A POINT; THENCE RUN N89'31'06”W, 508.05 FEET TO A POINT; THENCE RUN NOO‘41‘17"E, 127.43 FEET TO A POINT; THENCE RUN N89‘36‘51"W, 58.17 FEET TO A POINT; THENCE RUN N00-47’15’’E, 127.77 FEET TO A POINT; THENCE RUN S89'19’57”E, 58.06 FEET TO A POINT; THENCE RUN NOO41‘53"E, 606.22 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF TWIN BEECH ROAD; THENCE RUN N89-17’33"E, ALONG SAID SOUTH RIGHT-OF-WAY LINE OF TWIN BEECH ROAD, 724.96 FEET TO A POINT; THENCE RUN S0O‘22‘35"W, LEAVING SAID SOUTH RIGHT-OF-WAY LINE OF TWIN BEECH ROAD, 579.21 FEET TO A POINT; THENCE RUN S89*33’14”E, 284.58 FEET TO A POINT; THENCE RUN N00'38’40"E, 289.61 FEET TO A POINT; THENCE RUN S89'51’19”E, 266.72 FEET TO A POINT; THENCE RUN S0051‘39"W, 264.61 FEET TO A POINT; THENCE RUN S89‘22‘13"E, 451.82 FEET TO A POINT; THENCE RUN S00’38’07’’W, 28.50 FEET TO A POINT; THENCE RUN S89’41’43”E, 556.91 FEET TO A POINT BEING THE NORTHWEST CORNER OF LOT 34, HILL TOP SUBDIVISION PHASE TWO, AS RECORDED AS SLIDE 2893-F, IN SAID OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA; THENCE RUN SOO‘1 7'53"W, ALONG THE WEST LINE OF SAID HILL TOP SUBDIVISION PHASE TWO, 457.46 FEET TO A POINT BEING THE SOUTHWEST CORNER OF COMMON AREA 7, SAID HILL TOP SUBDIVISION PHASE TWO; SAID POINT ALSO BEING ON THE NORTH LINE OF SAID HILL TOP SUBDIVISION PHASE ONE; THENCE RUN N89*55‘59"W, LEAVING SAID WEST LINE OF HILL TOP SUBDIVISION PHASE TWO, AND ALONG SAID NORTH LINE OF HILL TOP SUBDIVISION PHASE ONE, 201.27 FEET TO A POINT; THENCE RUN S00'16’31”W, LEAVING SAID NORTH LINE OF HILL TOP SUBDIVISION PHASE ONE, AND ALONG THE WEST LINE OF SAID HILL TOP SUBDIVISION PHASE ONE, 645.57 FEET TO THE POINT OF BEGINNING. CONTAINING 81.45 ACRES MORE OR LESS, AND LYING IN SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. i -Q THE INTERNATIONAL RESIDENTIAL CODE REQUIREMENTS FOR FIREWALLS, FIRE RATING OF EAVES, SOFFITS, AND LIMITATION OF OPENINGS WILL BE ENFORCED BASED ON BUILDING PROXIMITY TO THE PROPERTY LINE. APPROVED BY THE CITY OF FAIRHOPE PLANNING COMMISSION. BY APPROVAL OF THIS SUBDIVISION PLAT THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE ASSUMES NO RESPONSIBILITY FOR SURVEY ERRORS OR FOR DEFECTS OR DEFICIENCIES IN THE TITLE TO THE PROPERTY AFFECTED BY THE PLAT, AND ANY SUCH RESPONSIBILITY IS HEREBY AFFIRMATIVELY DISCLAIMED. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS THE 20___ s 2 I,A NOTARY PUBLIC IN AND FOR SAID COUNTY IN SAID STATE, HEREBY CERTIFY THAT WHOSE NAME(S) IS (ARE) SUBSCRIBED TO THE CERTIFICATION OF OWNERSHIP AND DEDICATION, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGE THAT HE (THEY) SIGNED, SEALED AND DELIVERED SAID INSTRUMENT AT HIS (THEIR) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH. SAWGRASS CONSULTING, LLC 30673 SGT El BOOTS THOMAS DR SPANISH FORT, AL 36527 SURVEYOR: ERCIL E. GODWIN, PLS ALABAMA LICENSE NUMBER 26621 ENGINEER: TIMOTHY D. LAWLEY, P.E. ALABAMA LICENSE NUMBER 30859 GREEN SPACE 186,568 S.F.i (4.3 ACRESi) = (19.1%) LINEAR FEET OF ROADWAY: 4,118 L.F.± SETBACKS: FRONT = 10 FEET (UNLESS OTHERWISE SHOWN HEREON) s -HENSHAW-! -R- — GLOVER T[RD ' 5 I I fl 8 THE TEACHERS’ RETIREMENT SYSTEM OF ALABAMA THE EMPLOYEES’ RETIREMENT SYSTEM OF ALABAMA 201 SOUTH UNION STREET MONTGOMERY, AL. 36104 ISOLEMAN TRL aEMANNINGPl 10' UTILITY EASEMENT ALONG ALL ROAD SIDE LOT UNES, EXCEPT FOR SIDE LOT LINES OF LOTS 341, 388 397, 399, 400, 402 & 421. 5’ UTILITY EASEMENT ALONG ALL SIDE LOT LINES OF LOTS GREATER THAN 4,000 S.F. (INCLUDING ROADSIDE LOT UNE OF LOTS 341, 388, AND 421). LOTS 347 AND 415 HAVE NO SIDE LOT LINE UTILITY EASEMENTS ON SIDES ADJACENT TO COMMON AREAS. A-RANIUM i NUMBER OF LOTS: 82 LOTS LARGEST LOT SIZE: 59.04 AC± (2,571,876 S.F.±) SMALLEST LOT SIZE: 0.05 AC± (2,112 S.F.±) TOTAL AREA: 81.45 ACRESi CURRENT ZONING: TR (PER CITY OF FAIRHOPE) DENSITY = .28 UNITS PER ACRE (EXCLUDING LOT 422) (UNLESS OTHERWISE SHOWN HEREON) SIDE = NONE ON LOTS LESS THAN 4,000 S.F. (UNLESS OTHERWISE SHOWN HEREON) SIDE = 6 FEET ON LOTS GREATER THAN 4,000 S.F. (UNLESS OTHERWISE SHOWN HEREON) PARCEL NO.: 05-46-09-30-0-000-037.003 05-46-09-30-0-000-041.000 05-46-09-30-0-000-043.000 PPIN: 286294 20948 5499 z O Cawgrass ENGINEERING - SURVEYING - CONSTRUCTION MANAGEMENT —g S 83 -U. 25. =J 20 GERANIUM DRIVE (40' R.O.W.) LO B E L I A L A N E ( R . O . W . V A R I E S ) GERANIUM DRIVE (R.O.W. VARIES) GE R A N I U M D R I V E ( R . O . W . V A R I E S ) FREESIA LANE (40' R.O.W.) VALERIAN DRIVE (R.O.W. VARIES) REAR ALLEYWAY ORCHID CIRCLE (R.O.W. VARIES) ORCHID CIRCLE (R.O.W. VARIES) LO B E L I A L A N E ( 4 0 ' R . O . W . ) HY A C I N T H S T R E E T ( 4 0 ' R . O . W . ) CHECKED BY: SHEET: DATE: DRAWN BY: OF SCALE:NUMBER:REVISION: DATE: 30673 Sgt. E. I. "Boots" Thomas Drive, Spanish Fort, AL 36527 Phone: (251) 544-7900 32 HL JANUARY 14, 2026 1" = 50' RETIREMENT SYSTEM OF ALABAMA BATTLES TRACE, PHASE 9 FINAL PLAT CURVE TABLE CURVE #RADIUS DELTA CHORD BEARING CHORD DIST.ARC LENGTH SHEET 2 IS NOT VALID WITHOUT ALL SHEETS (TOTAL OF 3 SHEETS) ATTACHED HERETO 7 o 1 l w.86%8 / OG <Y. /ZONED PUD (PER CITY OF FAIRHOPE)ZONED PUD (PER CITY OF FAIRHOPE)DOTHAN, AL 36301 (PER CITY OF FAIRHOPE) I ------------------------------ —cR LIC.T.I.F.?RF________RE-5 20‘ UNDISTURBED BUFFER UNE ° _ N89,47’39"W 98.18’_ S89*47‘37"E 465.39’co- 'sgMATCHLINE SHEET 3 S89‘47*37*E 496.36* S8947‘37”E 317.23*■SOO'12*23"WS89*47‘37"E 105.20*MATCHLINE SHEET 2 24.49*50.00*.52’LOTS 394 THRU 396:475.16*______FFE=91.50* /) 55052′1 1”E-1 ) 5.00* / S89-47’37"E 519.00*■°6 400>Os C160.I C11$50ml6 LOT 388 +35.00’1 6‛e11 7’%IP :°o-0bl O,.6690S89-47’37,E 204.16’O /rr10.00’aSF+ i 85.00’O-.O- 9 Is Vo95.00”S89*47’37’’E 132.00’O SLOT 357 _Z10LOT 387 <<,<&Or yO8.,■c X O,molul O.10 8<0 voX69LOT 356“ 1 3g88eg 1 Or0.05 AC: 85.00’ LOT 355”s ’ 85.00” “i N89‘47'37”W 275.00’C18.3c LOT’386S1132.00’-----Io o O 267 770 O 0.05 AC± 2,352 S.F.if — O 3P.O SZ Q,45.00’ 20। C ‘N /O*S89"47’37"E 348.63’, <oc/70) 19728401 ■H +:otl C9.t 3 O,0)+uc O,185 8 1) < 0 0 S89-47’37”E 291.07’IP 6<6 16.00’— 15.50’ I 8 (l!!t No/ooo"E g Oci —CMI +4500 O,^6 ------iS 75 2■16,00’S oPoF 0.07 AC±I S89-47’37’E 130.00’!LOT 4010.05 AC± 2,112 S.F.± ----- -====;== =-AI12‘ M.B.S.L.r O,FI9 c .40, %/O (0olo5.36’S89'47’37”E 95.00’8TS89-47’37’E 150.00’ZI10.00’C12I80 2638.<N89’47*37”W 319.54’LOTS 400 THRU 402-%2 FFE=94.50’O*FFE=91.75’ — 1 130.00’ns GRAPHIC SCALEIdFIIIC5N89"47’37"W 334.36’50 500/0.9.0 -0.olTo okcotS89-47'37',E 300.36’20 49.01= Iio 150.00’I.J T 65.00’y8IX.00.0 C 71§s88 .O O 1IZf811.I.I,4—f 6 । N89-47’37”W 130.00’ 3giZ8′8 7‛o 8 LOT 420 bLOT 418O 8IO • N 0— O18 ole p IP ILO 1 NI150.00’0.17 AC±I,Z I O |8 |r <0FFE=90.75'FFE=87.75’5 o Io___ 130,00’_________LEGENDQIi2III.C.R.F.CAPPED REBAR FOUND L A .C.T.I.F.60.00’CRIMPED TOP IRON FOUNDloo5 w (L 1 0 L150.00’]S89-47’37"E 425.00’O.T.I.F.OPEN TOP IRON FOUND O 1 P C.R.S.S89-47’37’E„ 95.00’1/2" CAPPED REBAR SET "CA 1007-LS"§OgI CM 0 C CO 3 6 C.M.F.CONCRETE MONUMENT FOUNDcoA SETBACK LINEOlI___I q q CR.F ,C.R.F.f EASEMENT LINEO150.00’ S89-47’37"E 204.52’OS CENTERLINE20.00’. 1 Qi.130.00 I So8q —PROPERTY UNEN89-47’37”W 239.54’I20.00’28 i- - 97 38-/52880IN I Yx1 oa 1S89-47’37”E 204.55’2s $888. 97851% oOS'2,720 S.F.± FFE=87.25’29. ■ 9o1 oO □ l .o w oK Oa?2 9o &E'82 s23I800I8 £00.12 AC±G7! n973 6*2ES”si-15.00’9 25.00’ 89-58’58” S45-03’51”W 35.35’ 39.26’C1229s1F •25.00’90-00*54”S44'56’09”E 35.36’02 39.28* N89-47’37"W 380.00’9 19 olI C1S00-03’27”W 40.00’(ACT.)118.50’ 43-09’50” N68-37’29”E 87.18’ 89.27’C3R.B.F.2C19 4.62’ 4.83’4.67’59'14’52”N69-06’29”EC4 10.00’60-00’00" N69'07'49”E 10.00’ 10.47’051 13 COMMON 60.00’ 38-55’28” N70’19’55”W 39.98’40.76’C6T 65.007 “ |I I J 1E To n i | T 5.62’7.50’ 89-59'58” S45-12’22”W 10.61’ 11.78’07| i i S89'56’33”E is 2.QI I I I I I 10.00’38-55’41" S19’40’14”W 6.66’ 6.79’C8ono3,=g9880 48UTILITYql 130.00’51-04’34”N64'40’06”E 112.09’09 115.89’EASEMENT 38288085I78888,O g o 18.78’ 90-00’00” N84-07’49”W 26.55’29.49’o C108O5C‘ On88 S w CM । 8IO 19 slLOT 138 53 NI22218 N 18.78’ 90-00’00” SO5-52’11”E 26.55’29.49’*8PF05-46-09-30-0-000-078.176 N N Qshe 998 slangs $ 28 gt - BOLTON CHRISTOPHER O AND KARA P O== 74.67’5T 18’59"S64'40'06”W 64.67’66.88’C1282IIN 'O SsIIisII I IZONED TR (PER CIT OF FAIRHOPE)1I 32.50’ 90-00’00” N45'12'23’’E 45.96’ 51.05’C13O11IJJ 31.00’38-55’26” S70'19’54”E 20.66’21.06’C14 .1 | 75.00’N8955'34”W 21.0.37’37.36’ 90-00’00” N84’07'49”E 52.83’ 58.68'1__C15T=C.R.EJ 37.36’ 90-00’00” S05-52’11”E 52.83’ 58.68’C16N89-59’26”W(INST.1660581) o^8 £s 100.00’51-04’34”S64'40’06”W 86.22’89.14’2838.C1723665I528Ime 8 2 C To9FUk 5 8.100.00’51’04’34” N64‘40’06”E 86.22’89.14’C18RooF IXC5883s O93828morom ,5285 44.00’90’02’22”N44’48’47”W 62.25’69.15’C19o 4852z12: S'Q m 88.7i ==83*2892$3I I89mi23 8 iii68582o”;" 1 = S3o5”330.sg — 1 Cawgrass ENGINEERING - SURVEYING - CONSTRUCTION MANAGEMENT :__ 45.00’ FFE=97.2 65.00’ T 65.00’ COMMON AREA #10/ ACCESS EASEMENT LOT 341 0.21 AC± 9,249 S.F.± FFE=91.25’ 9 85.00 LOT 367 0.06 AC± S00‘03‘13"W 40.00’ (SLIDE 2756-A&B) LOT 374 0.22 AC± 9,750 S.F.± FFE=90.50’ LOT 415 0.20 AC± LOT 348 0.29 AC± 12,424 S.F.± FFE=89.75’ LOT 417 0.17 AC± 7,500 S.F.± FFE=89.75’ LOT 347 0.19 AC± 8,190 S.F.± FFE=84.75’ LOT 344 0.19 AC± 8,160 S.F.± FFE=90.50‘ CM -LOT 351 0.22 AC± 9,750 S.F.± FFE=95.50’ 8 LOT 416 0.18 AC± 7,686 S.F.± FFE=88.75’ Q 1 32.00’“ ‘ LOT 399 LOT 346 0.19 AC± 8,180 S.F.± FFE=86.75‘ 12‘ M.B.S.L LOT 362 0.18 AC± 7,800 S.F.± FFE=96.50’ LOT 345 0.19 AC± 8,170 S.F.± FFE=88.75’ LOT 342 0.19 AC± 8,140 S.F.± FFE=92.50’ LOT 377 0.18 AC± 7,800 S.F.± FFE=95.25’ LOT 376 0.18 AC± 7,800 S.F.± FFE=93.50’ LOT 350 0.22 AC± 9,750 S.F.± FFE=94.25' o 0) LOT 364 0.22 AC± 9,750 S.F.± FFE=93.75’ LOT 343 0.19 AC± 8,150 S.F.± FFE=92.50’ LOT 373 0.22 AC± 9,750 S.F.± FFE=89.25’ 88, ka7 ( IN FEET ) 1 inch = 50 ft. Q O 8 S -0—C14 c158 ’”85.00’“' LOT 368 0.07 AC± LOT 375 0.19 AC± 8,500 S.F.± FFE=91.75’ 38P, N89-55’43”W 77.86’(ACT.) N89*54‘51"W 77.86’ SLIDE 2756—A&B) LOT 363 0.22 AC± 9,750 S.F.± FFE=95.25’ t CM LOT 349 0.22 AC± 9,750 S.F.± FFE=92.25’ LOT 422 59.04 AC± 2,571,876 S.F.± dC LOT 421 0.19 AC± 8,125 S.F.± FFE=93.00’ S80-52’11"E 20.37’ (PARKING) 0.10 AC± 4,250 S.F.± 8 LOT 419 0.17 AC± 7,500 S.F.± FFE=91.75’ / o w I & N25‘43’51 29.28’ 'P1 5,130 S.F.± 95.00' LOT 378 0.19 AC± 8,500 S.F.± FFE=97.25’ 130.00’ lo *e CM 8l __ .C.R.F. T ---------- 85.00— LOT 358 0.07 AC± O Z <— + O O I C 88 o : -S00-12’23”W 24.92’ 8 o Ii 9/ Ky &P O CM 8 AREA #1/DETENTION 1.11 AC± 48,493 S.F.± | 3 S5052‘11"E . 16.88’ 8— S50-52’11"E \ 5.28’ . E-C 2200__। 60.00’ _ । 0000_130.00’ LOT 365 0.18 AC± 7,800 S.F.± FFE=90.00’ 12‘ M.B.S.L. 8 2 i Z O E 2 o 9 7,500 S.F.± FFE=92.75’ 78 65.00’ _ — C.R.FJ gg5§588—i ,721* 8 O C 0 c CM Y TW------- O 1O CM F ok? | 50.00’ | 45.00 |____45.00 | 45.00 [ ____45.00 _ 45.00 1154 N89‘4/37”W 275.00) -- -- 10- ' REPLAT BATTLES TRACE AT THE COLONY PHASE 5- (SLIDES 2755-B&C) b O 0 ga b O v> 1o 10 a HILL TOP SUBDIVISION PHASE ONE (SLIDES 2746-C&D) 0.12 AC± 5,130 S.F.± S8947‘37E 95.00’ 5 0 1 3 S89'47’37"E 485.00' 450.00’ 3. 0.05 AC± 2,352 S.F.±r :___ EFE-97.25. 0 85.00' LOT 384 oo g88%2 8 REPLAT BATTLES TRACE PHASE 6 (SLIDES 2756-A&B) 33852 3555855 • .6 o /.o' 2 LOT'“352 5 2.772 S.F.± FFE=95.50’ R 4737"E1132.00’ | Si '' com 1 OS578 — §“ 6 8 78%51 IP -------------- - ‘8 I CM r.Anm3o 9,888% 3gaga 4ox8% 30.160,7G COMMON AREA #5 0.83 AC± 36,150 S.F.± 182,613 13 I N. 1 LOT 388 loLOT 389 lo LOT 390 DI, 0.14 AC± IP--’ >• . 11 6 250 CF l!Q. S89’42’01 ”E 984.07’(ACT.) S89’42’O7”E 984.07’(SLIDE 2756-A&B) -----S89‘41 ‘54"E (SLIDE 2746-C&D) ------------ -LOTS 409 THRU 414 FFE=86.75’ J, Pl? oll p b FFE=97.25’ 85.00” LOT 385 0000_______ |______ 60.00 97 =3 36 IN | REPLAT BATTLES TRACE PHASE 7 (SLIDES 2755-D&E) ‘o o 6 $§ LOT 384 § 00.06 AC± 2,472 S.F.±o ~ FFE=97.25’______C 139* 4 77 nn’ 782228, o- ?Um. i r 8220878 . I T CcZom — OuSAZ20°— 8858658- % B I 3,230 S.F.± FFE=87.25*'1__________ _____ __YEE 2 — VMM. ______________________________________ ___________ 60.00’ | 60.00’ [ 60.00’ | 55.36’4.64 33930 $5834 3,230 S.F.± FFE=96.,75’ • -r , — O) 28833, Rso80k5 (PARKING) -J i-S—r (ACCESS EASEMENT) ql 18P0841 lvRe* —.....................I I ZONED PUD (PER CITY OF FAIRHOPE) ------------------------- . -LOTS 403 THRU 408 / FFE=87.50‘ / b, o z 387j oE*8Fi " &os?* 9222981 1—oeho I 0.17 AC± ' 7,500 S.F.± =8- 23658 „CRE 386.19’ N89-54’37”W 440.00’(ACT.) N89’54’51”W 440.00’(SLIDE 2756-A&B) H9 o10 dssiShi 55588; $6282455 $888s5 2598 4695 *| \ 65.00’ gyi 19.86’ | 22 | 8 /--------------- LOT 1 A TAX PARCEL # _ 05-46-09-30-0-000-044.000 RETIREMENT SYSTEM OF ALABAMA AND THE TEACHERS RETIREMENT SYSTEM OF ALABAMA P.O. BOX 23389 MONTGOMERY, AL 36130 ZONED RSF-3 (PER BALDWIN COUNTY) 3‛o H 0- io t 0.06 AC± 2,720 S.F.± FFE=96.75’ 85.00 .J ol ol 25888- 1 34558222180Emom — I 985881 jr 5 880’ 2,772 S.F.±, FFE=95.50’132.00' ______ ol Pl 3 % B 3 LOT 8 TAX PARCEL # 05-46-09-30-0-000-040.008 CUMMINGS, MARL M III &LYNN P 6886 PETIOLE DR FAIRHOPE, AL 36532 LOT 10 TAX PARCEL # 05-46-09-30-0-000-040.010 MIRAKIAN, ALEX SARMEN 568 RIDGELAND RD 6 ??8, 5s 24983- I; 8,512 S.F.± R FFF-2775’ 1-, 818 N 82 9o3 sal—520 » .9 9 / 28888.48 /aYe%89 / otere / 1 o . C LOT 11 TAX PARCEL # 05-46-09-30-0-000-040.011 NICOUD, MARY CHRISTIAN LIVING TRUST 72 FAIRHOPE AVE FAIRHOPE, AL 36532 ZONED PUD (PER CITY OF FAIRHOPE) ' 4.98’(ACT.) S89'56’33”E 4.98’ (SLIDE 2756-A&B) i 8.1 vcor 3AAS8%: 88588 -I is IP 18 28 --- 1 44.98 1.2 S89'56’33”E^ *0.09 AC± 3,712 S.F.±3 30.07—2 .8____ 132.00’_ 31 F2F16.0g‘0.os 2892.492 sea 116.00‘—8 3Kr, 132.00’ I E B LOT 7 TAX PARCEL # 05-46-09-30-0-000-040.007 FELTUS REBECCA W AND MELANCON JEFFREY J 408 MILLER AVE FAIRHOPE, AL 36532 ZONED PUD (PER CITY OF FAIRHOPE) Iu I I& , ..$8 ^5 1^11? 8 $ i 0Fo 'CM 'g 40 M.B.S.L— LOT 354 g ig 0.08 AC± 3,696 S.F.± FFE=95.50’ D 0 g ig Nl L,------- ------------is . I' 2yom 1M 98588.° 80osaga,a [ T LOT 9 TAX PARCEL # 05-46-09-30-0-000-040.009 COWLES, STEFAN J ETAL COWLES, VALERIE B 6878 PETIOLE DR FAIRHOPE AL, 36532 @8 2 8 2 8 iiiiii I N -Z I IMT5. c *b 38* %o.. 0)05 ... 8 SS9-47'37-E 95.00' 80 . $888 o COMMON AREA #7 08 8859823 lS (ACCESSREASEMENT) 2 / .. ; g. s753 3 —15.00 59138 SC 1/10.00’ | 3___________ ____ IL_____— -___ _1 1 COMMON/DETENTION AREA 3 TAX PARCEL # 05-46-09-30-0-000-040.033 HILLTOP OWNERS ASSOCIATION INC 23389 MAIN ST FAIRHOPE, AL 36532 ZONED PUD (PER CITY OF FAIRHOPE) r l N ■ N894737"W J 30.00' _ _ I B 1 : N • 20 as 98588 T 1 21 t 8 8 8 2.MGI T0 O), - "g 1 ; ss85s,s R22843.T ggom A 98528 00 38908 4" 88 h? 45.00? f 45.00: T” 45.00’” I 45.00: -45.00- £28.5I I I I I! ! ! ! ! 200940)&P,/“Ckz%%4 42%,2* • bah. do. 3831 = : । LOT 355 - R 0.08 AC± 3,696 S.F.±, FFE=95.50’ 16.00’ I LOT 353 16.00 0.05 AC± 2.112 S.F.± FFE=95.50’ 132.00” -=3220 0028, |1 C.R.F. \ I $9 ca, 2___ 889 ofS 9g [4 1 6 25 L olI o I- I 2___85.00____1___45.00 । N89”47’37”w” 130.00’ 8-3 8." 98883MFg 81 i hg N o"l -8 ga o S E-23153% 22- o »21%% I6587ss- 288,2325 :— <m Hozse no M222X POINT OF BEGINNING OVERALL SURVEYED DESCRIPTION -1 83 ?[ '§ | 282-0999 b 4[&_E.0.08.AG5228%5,5=—__88.50.19: LOTS 397 THRU 399— N89-47’37”W 3 82*2--Ee. o 0.07 AC± 3,025 S.F.±. • FFE=97.25’ P s B ■ 82 288- _X iux 388585552 2843 3-2*23323448838 } ul iol—---,o--------------------------------- COMMON AREA #3 . 00u !‘S (PARKING) 818 P<t & 0.10 AC± 8l -- 4,250 S.F.± “I COMMON AREA #8 4.68 AC± 203,643 S.F.± 2 321.7 3985836 y mgmor — 2,2-5% _ 308880 it 26% -8883582- $35232529 33.825883ssa88f- l “lo 3 $8%*1* 99 N I o 0+18- !!32021ilass 828923. 8855427 38Pi 3% 3 8. 330'2 v45882 8l 21.00' LOT'402 -o.— L 0.06 AC± 2,772 S.[± 230888 I® Oom [88 0- P ge§95l%* 32929.% 2 IO ■ p ill RM 6 .o 65 is? g88388s% 9609,8,0 g3£98477 3*288% 844852-s $8 655 "5 8 b o $ L u o N N § 65.00’ — 65.00’' T T C.R.F. Ta T — §e !l — . . gwor1390 301 391300 39233543.. 11 a 2r- CeLIu) —ly —— Iu) 0.13 ACT 0.13 AC+ 0-7 ie IIM-0c ug .8 6,250 S.F.t‘N5.625 S.F.+ Nr 22r e F UN, —IN 0.13 ACt Io oa.U 8 pg "E-95.267 p 72398:661' *2892.56 *53s” *26, 93922 12 • • • • x- %o. o 8.0.06 AC±| 2,772 S.F.±, FFE=95.50’ 5N_________ _ 132.00 ________ 2 . — 16.00’ [ LOT 356 16.00’ __ ___ 0.05 AC± 2,112 S.F.± FFE=95.50’ 181-------- 5—132.00-----al 2 P | LOT 355 PI — 8 0.08 AC± 3,696 S.F.± FFE=95.50‘ 8-----—----- ----------- 4 & g «’ M.8.SL— LOT 354 bl 8 0.08 AC± 3,696 S.F.± FFE=95.50’ &!i___ 1. —16.00’ | ' ( QE AC+ 1______________ 130.00’_____ 0 & 0— - J.’ Y - —% T 15‘ DRAINAGE EASEMENT I CM | 32.00’ 124.00’I 39.00’ T Ir——————— ■ sl 3 !3.00 ; ioii-.* .. | 8" jsesEpssg”s5as!* 88Y4 208858585 * o"E 1 wl---- o—.---------C I 1o 24‘ACCESS, I Co __________ _____ NEASEMENT2 I " ′ 88 45.00 1 8. 32.00 24.00 39.02 • J B jo &8R 8R A 802700 TOT 397 182.00 78 50.19’ ii 0.06 AC±, 2,772 S.F.± 21.00′1 , _________________ _________ _________ -A ′ HL—16.00’ LOT 398J?0--------- 1600443 3262 —±G | 89 COMMON AREA #8 4.68 AC± 203,643 S.F.± if I 32.00’ 24.00’ 39.00 2_______4.— a io I to 24‘ACCESS io IT--------------------------------------- r I M EASEMENT r — I—-8--8—-%3l 0+#i f888E88£88”*g8 'R O h l $888455 94t8nO&S OU ( 1 “898?= 1388r 09 I me 2 —G9c‘ “Io nO —rmAo. ItZ --2.1- — 1__________N89*47’37"W 130.00’ ! 85.00’ T 45.00’ COMMON AREA #6 .o.+.! ' /-- - O8LO9 QI8N40s 818. mo0K _____ S894737"E 380.00' 8 45.00’ | is.0025m0n .... 88 oi+ > T COMMON AREA #4 o. 3—0.0 «bII 10ro -O′ . 1o92 . P S d si & 8lg 810 ri____0/ TAX PARCEL # 2 1 / 05-46-09-30-0-000-071 - I / BOLTON CHRISTOPHER O AND / 205 CUBAN LILY DR / FAIRHOPE, AL 36532 A ZONED TR (PCR CITY--------------------- \ REPLAT r----------------- A - r 8, §1 653 611 208- 1 । 239286050 ।। 70 mslo-. —11=111 ir"!" N89’49’58”W 361.49* 1 _ , _ _ ____________ ______________________S89*47’32"E 440.60’ ___________ 7132.594 65.00’” I 65.00” | “ 65.00’ T 1 I 5" 1 1 1 104825? 1 1 1K P E :/) < M < — — TO < — —o © >_ r +0 _H0c+ OZ I o2uo%u o2u l1 —odlddu dou , I 4 ’ N sh Ql Ta l 3 —| 32.00, 124.00 1 39.00’ | I H 26 28823- 382508 R85e8 iy Ip 108.88’ 23.25’ LOT 400 3 , ! 0.09 AC± 3,712 S.F.if 300715 2%9," 13.71’’ Ae TTcr.f.” 8, 33882 $0-285_ 8 iOl 8. 32 07os 40,0. (o / 899/2 p /7ang / /( vo.32 / O LuI £iz . 0l L_ 65.00’ C.R.R |___________ 65.00’ N89’55’34”W 675.37’(ACT.) no 8 88 SiS Co. 6248 c 0 O r NNL yy %. MOAPm—l g ,2,8% RFE.18. 98568 01 38%23 83. 3588,8085 hA® (2 i 3Es if o"222121 2227022NI 98183820 2996 1* _ $86 220 291 384435 9888882s HENSHAW RD (50' R.O.W.) TWIN BEECH RD (80' R.O.W.) VALERIAN DRIVE (R.O.W. VARIES) REAR ALLEYWAY ORCHID CIRCLE (R.O.W. VARIES) LO B E L I A L A N E ( R . O . W . V A R I E S ) CHECKED BY: SHEET: DATE: DRAWN BY: OF SCALE:NUMBER:REVISION: DATE: 30673 Sgt. E. I. "Boots" Thomas Drive, Spanish Fort, AL 36527 Phone: (251) 544-7900 33 HL JANUARY 14, 2026 1" = 100' RETIREMENT SYSTEM OF ALABAMA BATTLES TRACE, PHASE 9 FINAL PLAT SHEET 3 IS NOT VALID WITHOUT ALL SHEETS (TOTAL OF 3 SHEETS) ATTACHED HERETO 771 II NtrIIg-50% R -8 I7 I III302 1z"J88II|I I IC.R.F. I I I | I S89‘50‘54"E 266.89‘(INST. 1660581).GRAPHIC SCALEP a O toll IN s 100 1000 Su.6!I I IIo r I—o0 9illi *=c O Z.N8 IIIuiluz8Ps3£g2 6I35 TE3*519 % -!h — > E8|I I IP cob S o 8 I —4.. V-CRF. _L.05-46-09-30-0-000-027.003 ens___S89'22’13"E 451.82’(ACT.)C.T.I.F.L S89‘19’57”E 392.09’(ACT.)S89‘23’38”E 451.85’(INST.1660581)S0O38‘07"W- |nC.R.F. LANDSCAPE EASEMENT (INST. 1928511) 1105-46-09-30-0-000-038.004 I98(PER CITY OF FAIRHOPE) 1o-Ic.R.F. .ill 7LOT 35•C.R.F. N89’36’51”W 329.06’(ACT.)II TAX PARCEL #C.R.F.C.R.S.I 05-46-09-30-0-000-038.005 I I I & 2O- 05-46-09-30-0-000-038.006 .R.F.T T ZONED PUD . PER cm OF FAIRHOPE) (O J I— | I WII (PER CITY OF FAIRHOPE)0,P.(PER CITY OF 7L12 U.O _ ——I jV 6)W 49888*8 < olVON _ _______ (INST. 1660581)2yC.R.F; 532055800) ' T /50 NCPECC /roprec FACPPL (A/ :.R.F. o250‘ INGRESS/EGRESS EASEMENT (INST.999881) <B F! 7,rc.R.F.toIi ILEGEND |gi0o' ulou 290o980.C.R.F.HetCAPPED REBAR FOUND (385— C901 983330 o*4%'io t=2eCRIMPED TOP IRON FOUND 18% o O.T.I.F.OPEN TOP IRON FOUND 0 _____ 88.C.R.S.1/2” CAPPED REBAR SET ”CA 1007-LS”O OE C.M.F.CONCRETE MONUMENT FOUND II CA #8SETBACK LINE MATCHLINE SHEET 3 ZEASEMENT LINE MATCHLINE SHEET 2475.16'C.R.S.. CENTERLINE S89'47’37”E 519.00’NOO12‘23"E- 70.00’PROPERTY LINE K 381 388 । 389 । 390 । 391 । 392 1 393 .394 *O.NOO15‘18”E-I 358 r n I_______ 360 ; I CA #4 | | 383 ' 1 ____ 1 “L0p pi 46.41’$// A387I356C.R.F. C.R.F.I CA #2 IT----------rn----------A.*z I' ll II —N8936‘51”W 58.17’(ACT.) N8931 ’20”W (INST. 1660581) II N89’57’39"W 556.69’(ACT.) N89’58’16”W(INST.1660581) N8858‘57"w 215.45’(ACT.) N89‘09‘15"w 215.47’ — S89'19’57’E 58.06’(ACT.) S89’18’34”E (INST. 1660581) ( IN FEET ) 1 inch = 100 ft. O 9 LOT 37 TAX PARCEL # D to LOT 34 TAX PARCEL # ll J & ( co p 8. oiO i |-25% Z l o 8 3. bl to N N89’55’59”W 201.27’(ACT.) S89‘53‘32"W 201.27’ (SLIDE 2893-F) N89*41‘30"W 199.29’ (INST. 1660581) LOT 422 59.04 AC± 2,571,876 S.F.± ll | ll | ~8 6 8 POINT OF BEGINNING OVERALL SURVEYED DESCRIPTION 5‘ MINIMUM BUILDING SETBACK UNE ' UTudE C2F40 5‘ MINIMUM BUILDING SETBACK UNE FQ N89’31 ’06”W 508.05’(ACT.) N89‘29’48”W 508.04'(INST.1660581) o.rr. _ _ S8918‘34"E 392.09’(INST.1 928511) (PER BALDWIN COUNTY) k TNGRESS/ECREsS, UTILITY, AND®D“$5orog 5‘ MINIMUM BUILDING SETBACK UNE I TAX PARCEL # | 05-46-09-30-0-000-037.007 b c I L to 122 I c s’e I 276 28.50’(ACT.) SOO‘44’26”W 28.7 T(INST. 1660581) oy 2 Ps i O! 8 104 88.3 1 S89-41’43”E 556.91’(ACT.) S89’41’53”E 556.95’(INST. 1660581) S89'33’14"E 284.58’(ACT.) S89'32'33”E 284.51 ’(INST. 1660581) 8 HOUSTON, ISSAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) oil0 IIso- 2 JOHNSON, NATHANIEL 2295 LOCKE LN DAPHNE, AL 36526 ZONED BCZ (PER BALDWIN COUNTY) c.R.rl I zlzs883 788% a ge838 FRANK, LISA PITTS 6838 PERTIOLE DR FAIRHOPE, AL 36532 ZONED PUD (PER CITY OF FAIRHOPE) 88. 203rul — oli 8ll FQl. -90l BROWN, SCOTT J & LYNN D 125 TERRACE AVE PASS CHRISTIAN, MS 39571 00%0300 0, 2087 eyyX $8 TAX PARCEL # 05-46-09-30-0-000-036.000 29% O ILI— 018s 824% “8003Ny «° AS . 5′07 ■’ll GREENE, CORA FOR ESTATE OF ALBERTA GREENE 601 GROVE PARK LOOP WETUMPKA, AL 36093 ZONED RSF-2 (PER BALDWIN COUNTY) MALDEN, KAREN A 14016 KNOLLWAY DR N MINNETONKA, MN 55305 ZONED BCZ T TAX PARCEL gi 05-46-09-30-0-000-046.000 nT E197—— 1 . 356 ! iWHITE-SPUNNER, PATSY C&PANN . 6567 HAWTHORNE LN 05-46-09-30-0-000-038.007 \ MARTIN, STEPHEN JJR& JULIE H \ 115 MULBERRY LANE FAIRHOPE, AL 36532 ZONED PUD sus 2'..LL. Li & 2 o TAX PARCEL # 05-46-09-30-0-000-025.000 WILLIAMS, DELPHINE SMITH 217 FREDOT RD MONTGOMERY, AL 36105 ZONED BCZ (PER BALDWIN COUNTY) TAX PARCEL # 05-46-09-30-0-000-027.001 BARDWELL, RAYMOND & RODNEY 1205 FOREST HILL DR MOBILE, AL 36618 ZONED BCZ (PER BALDWIN COUNTY) 2 835358% 2278.95 TAX PARCEL # 05-46-09-30-0-000-037.005 HOUSTON, ISAAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) Ills 88 TAX PARCEL # 05-46-09-30-0-000-027.002 BARDWELL, RAYMOND & RODNEY 1205 FOREST HILL DR MOBILE, AL 36618 ZONED BCZ (PER BALDWIN COUNTY) TAX PARCEL # 05-46-09-30-0-000-037.008 HOUSTON, ISSAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) I • 300 • 309 ' 390 । 091 ' J94 1 393 F...................................................................0.39 _ . _ ILLLL—•—s-Ni—j j CA.#3 361 1 13795580 3811 382 35 -TT] 8. 3 § TAX PARCEL # 05-46-09-30-0-000-037.013 HOUSTON, ROBERT R 23521 N MEADOW LN BARRINGTON, IL 60010 ZONED BCZ (PER BALDWIN COUNTY) COMMON AREA 7 TAX PARCEL # 05-46-09-30-0-000-038.008 HILLTOP OWNERS’ ASSOCIATION INC 6567 HAWTHORNE LN FAIRHOPE, AL 36532 ZONED PUD (PER CITY OF FAIRHOPE) TAX PARCEL # 05-46-09-30-0-000-026.001 STEPHENSON, TERESA 20790 NOBLEMAN DR FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) TAX PARCEL # 05-46-09-30-0-000-027.000 MITCHELL, RICHARD 3900 FORD RD PHILADELPHIA, PA 19131 ZONED BCZ (PER BALDWIN COUNTY) TAX PARCEL # 05-46-09-30-0-000-037.010 HOUSTON, ISSAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) TAX PARCEL # 05-46-09-30-0-000-026.000 STEPHENSON, ANTHONY 19161 INGLESIDE AVE FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) 9 TAX PARCEL # -------------- - 05-46-09-30-0-000-028.001 CITY OF FAIRHOPE P.O. DRAWER 429 FAIRHOPE, AL 36533 ZONED R-1 (PER CITY OF FAIRHOPE) TAX PARCEL # 05-46-09-30-0-000-037.012 HOUSTON, ISSAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) TAX PARCEL # 05-46-09-30-0-000-037.001 HOUSTON, ISSAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) * N89°31‘20"W 329.06’(INST. 1928511) TAX PARCEL # 05-46-09-30-0-000-034.003 HOUSTON, ISAAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) o—e, 6567 HAWTHORNE LN 0‘ FAIRHOPE, AL 36532 | "7 ZONED PUD A.c.R.F.(PER CITY OF FAIRHOPE) _ I LOT 36 Fl TAX PARCEL #22........ sell FT’E: 92 ! 8 POINT JUBILEE LLC 512 WALNUT ST NEW ORLEANS, LA 70118 ZONED PUD & TAX PARCEL # 05-46-09-30-0-000-021.000 BONNER, SANDRA 259 WASHINGTON AVE APT 205 MIAMI BEACH, FL 33139 ZONED R-1 (PER CITY OF FAIRHOPE) — w i9 * 04092 n0/8 388 =43 .od8lns‘ Cawgrass ENGINEERING - SURVEYING - CONSTRUCTION MANAGEMENT nC.R.S. S89'47’37"E 204.16’ C.R.S.! si 3= !88 _____i _ ___ I- S895119"E 266.72(ACT.) 'll । S8950‘54”E 266 89‘( NST 1660581) ! N89’17’33"E 724.96’(ACT.) N89*18‘08"E 725.01’ (INST. 1660581) 5 z800 2888x2 - 23438,95 x710988 F8280c e X1 Or Si F8gdd I 27 ‘28 I 6 t ks 183 18s Y, w so%%%, .* 1 TAX PARCEL # 05-46-09-30-0-000-037.014 THE CITY OF FAIRHOPE ALABAMA P.O. BOX 429 FAIRHOPE, AL 36533 ZONED TR (PER CITY OF FAIRHOPE) (INST.1928511) ESSs—i354 —1o.i § “812538 B78548. 2368,05 i92 Fa l4 L = Q|I LOT 14 200 TAX PARCEL # <8! 05-46-09-30-0-000-040.014 55 |33 _______ lih TAX PARCEL # E° nozn-0-000-027.003 ■ 1 ,40096 38 "n L X %“S, ′ 10 PSes —l - i' 521 JPFuia. $85-0% 1000929 zZ&°288 "o-i QI 000 L 009 n s.— 93 5PL 8 (or 0!9 - Xll X CI oH P-zgllel, , g x5ll^^x- " 7 JPu io O 1 86..2 ′ 18799-6 TAX PARCEL # 05-46-09-30-0-000-037.009 HOUSTON, ISSAC 19025 CEDAR LN FAIRHOPE, AL 36532 ZONED BCZ (PER BALDWIN COUNTY) 6 ( 1 o'0®'1 I pe ug "550 58! 6. ' Sa0N I Es z728g% 82.e Q o2"a 8i January 23, 2026 Planning and Zoning City of Fairhope 451 Pecan Ave Ste. 200 Fairhope, AL 36532 Re: Letter of Completion for Battle’s Trace Ph. 9 To Whom It May Concern: WAS Design, Inc. issues this letter to certify completion of the landscape plan for the above referenced project. The Landscape Plan has been installed to its original design intent. A few minor modifications to the original plan, based on site plan construction changes, have occurred, however, they do not materially affect the design. We are pleased with the end product and the contractors' work. If there are questions or concerns about this matter, please feel free to contact our office. Regards, Chad Watkins, PLA, ASLA Principal Lcw © 2026 WAS Design, Inc. 218 North Alston Street, Foley, Alabama 36535 T: 251.948.7181 www.was-design.com OF Ae, EESTE 513 8/O DESIGN landscape architects 1 * /5 w 20 fn' 1SVYc SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT CAL HT TREES BH 18 BETULA NIGRA / RIVER BIRCH MIN.3 TRUNKS B&B OR CONT 1.5"-2.5" 8`-10` LT 18 LIRIODENDRON TULIPIFERA / TULIP TREE FULL HEAD, SPECIMEN QUALITY B&B OR CONT 1.5"-2.5" 8`-10` QP 59 QUERCUS PHELLOS / WILLOW OAK FULL HEAD, SPECIMEN QUALITY B&B OR CONT 1.5"-2.5" 8`-10` QV 77 QUERCUS VIRGINIANA / SOUTHERN LIVE OAK FULL HEAD, SPECIMEN QUALITY B&B OR CONT 1.5"-2.5" 8`-10` TD 18 TAXODIUM DISTICHUM / BALD CYPRESS FULL HEAD, SPECIMEN QUALITY B&B OR CONT 1.5"-2.5" 8`-10` SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT HT SPACING SHRUBS MC 122 MUHLENBERGIA CAPILLARIS / PINK MUHLY 3 GAL 48" o.c. WM 94 MYRICA CERIFERA / COMMON WAX MYRTLE SHRUB FORM, FULL TO GROUND 3 GAL 60" o.c. GRASSES MG 24 MISCANTHUS SINENSIS `ADAGIO` / ADAGIO MAIDEN GRASS 3 GAL 48" o.c. SOD/SEED SOD 38,477 SF CYNODON DACTYLON `TIFWAY 419` / TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE 8" W 8" W 8" W LO B E L I A L A N E ( R . O . W . V A R I E S ) GERANIUM DRIVE (R.O.W. VARIES) GE R A N I U M D R I V E ( R . O . W . V A R I E S ) ROAD C (40' R.O.W.) ROAD A (R.O.W. VARIES) ALLEY (R.O.W. VARIES) ROAD B (R.O.W. VARIES) ROAD B (R.O.W. VARIES) 8" W 8" W 8" W 8" W 8" W 8" W BATTLE TRACE PHASE 5 FU T U R E D E V E L O P M E N T BATTLE TRACE PHASE 6 BAT T L E T R A C E P H A S E 6 HILL TOP SUBDIVISION 00 100' 200' © GENERAL NOTES N O R T H LANDSCAPE PLANTING PLAN1 1 LP200 TREE PLACEMENT NOTES; 1.) ALL TREES SHALL BE 15 GAL AND/OR 1.5"-2.5" DIA AT THE TIME OF PLANTING. AV3.) TREE SPECIES AND TREE PLACEMENT SHALL BE APPROVED BY THE CITY HORTICULTURIST. DESIGN landscape architects www.was-design.com 6.) PER TREE ORDINANCE, SMALL TREES WILL BE PLANTED IN BETWEEN WALK AND CURB AREAS LESS THAN 5 FEET. MEDIUM TREES CAN BE PLANTED BETWEEN 5-7 FEET AND LARGE GROWING TREES CAN BE PLANTED IF AREA BETWEEN WALK AND CURB IS 7 FEET OR MORE (SEE ORDINANCE FOR LIST). 5.) IN AREAS WHERE PLANTING STRIPS ARE OPTIONAL AND NOT PROVIDED, SIDEWALKS TEN FEET OR GREATER SHALL PROVIDE 4‘x4‘ TREE WELLS ALONG THE CURB SO THE TREES MAY BE PLANTED IN CONFORMANCE WITH THESE REQUIREMENTS. 4.) ALL TREES SHALL BE PRUNED So THAT NOT FOLIAGE, LIMBS OR OTHER OBSTRUCTIONS EXISTING BETWEEN 2.5 AND 10 FEET FROM ADJACENT STREET GRADE. 7.) DEVELOPER SHALL BE RESPONSIBLE FOR WATERING TREES PRIOR TO SUBDIVISION ACCEPTANCE AND DURING 2-YEAR MAINTENANCE PERIOD. Pensacola, Florida P. 850.203.4252 landscape architecture land planning placemaking 2.) TREES SHALL BE PLANTED EVERY 25‘ FROM INTERSECTIONS. A TREE SHALL BE PLANTED ONE PER LOT OR AT LEAST EVERY 50 FEET, BUT NO CLOSER THAN 10‘. DEVELOPER RESERVES THE RIGHT TO UTILIZE EXISTING TREES TO MEET THIS REQUIREMENT. [OOT IFOOIR GONSURUGTON THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. wae Foley, Alabama , P. 251.948.7181 B Mobile, Alabama • P. 251.344.4023 D Jackson, Mississippi — P. 601.790.0781 Sheet No. LP100 (Scale: 1” = 100’ Revisions No. Date Revisions / Submissions 12.19.24 PERMIT SUBMITTAL PERMIT RESUBMITTAL01.14.24 02.20.24 PERMIT RESUBMITTAL 01.23.26 AS-BUILT Registration9AHe,S JnoscAO)" Sheet Title LANDSCAPE PLANTING PLAN Copyright 2024 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. FA_______ Drawn DM_______ Project Manager CW_______ Principal 242027-093 Project No. 12.17.24 Date o [ / I /I I Y — - C LL?Es -tAAAI/ /-O-O I()1 _ _ _-TREE PROTECTION FENCE, TYP. A )1 LT OIC\ —olo6-6MXAAI\\I I /N \ 1\I-------|n I । Ol।।51, !el s QCi I K§gi £ । |T 2 k '.1 -r | 12T r ==II I 3‘OIIII+I II I I P Q tIO T 1T।hl hl hl /// / I/ /z Y (</ /: I II I I I p_____J_____11 —I __ —I I I IIII I_LIII _U comus I I I I I I I I I I I I I I I I I I J I ■ 1 ) \ AA )/ // ( W \ ! L zz / \ \ III Jl )3 --------------------J XO///0 F EE ==-2==41+--F== ----- I 1 1 1 1 11 1 1 1 1 I । । i ; | ' ! •----------------------------------------- L------------------ ——____7 IJ I I \ ] \ I I I 1 -1- I 1 1 i I I 1 I___ 1---- r /1" --------------1 -J =T I TREE PROTECTION - FENCE, TYP. W // 7/ C — W 8 L- । 4 ___1 Iz g f if S . a A L a n d s c a p e D e v e l o p m e n t P l a n f o r Ba t t l e T r a c e P h a s e 9 Fa i r h o p e , A l a b a m a 1 II is 38 29 ii - 8" W8" W8" W 8" W 8" W 8" W 8" W8" W LO B E L I A L A N E ( R . O . W . V A R I E S ) GERANIUM DRIVE (R.O.W. VARIES) GE R A N I U M D R I V E ( R . O . W . V A R I E S ) ROAD C (40' R.O.W.) ROAD A (R.O.W. VARIES) ALLEY (R.O.W. VARIES) ROAD B (R.O.W. VARIES) ROAD B (R.O.W. VARIES) 8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W BATTLE TRACE PHASE 5 FU T U R E D E V E L O P M E N T BATTLE TRACE PHASE 6 HILL TOP SUBDIVISION 8" W (3) BH (5) MC (4) WM (1) LT (1) TD (2) BH (2) WM (4) MC (1) TD (2) LT (3) WM (3) WM (8) MC (2) TD (10) WM (4) MC (4) MC (3) BH (5) WM(1) TD (1) LT (4) WM(3) TD (4) MC (3) MC (3) LT (4) MC (5) WM (8) QP (6) QV (5) QV (2) QV (7) QV (2) QV (3) QV (3) QV (8) QV (6) QV (3) QV (4) QV (6) QV (6) QV (2) QV (2) QV (3) QV (9) QP (7) QP (6) QP (13) QP (1) QP (1) LT (4) QV (1) TD (2) MC (1) LT (4) WM (1) BH (4) MC (1) LT (3) WM (1) TD (3) MC (1) BH (4) WM (1) LT (4) MC (1) BH (2) WM (1) TD (27) WM (27) MC(7) LT (7) TD (7) BH (1) QV (1) QV (3) WM (3) MC (3) WM (3) MC (3) WM (3) MC (3) WM (3) MC (3) WM (3) MC (3) WM (3) MC (14) MC (14) MC (1) QV (1) QV (1) QV (10) MG (7) MG (7) MG 00 50' 100' © N O R T H LANDSCAPE PLANTING PLAN ENLARGEMENT1 / 1 I I I 1 I I - A A <I ) / I I I I I I V \ TREE PROTECTION FENCE, TYP. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Sheet No. LP200 Scale: 1” = 50’ Revisions No. Date Revisions / Submissions 12.19.24 PERMIT SUBMITTAL PERMIT RESUBMITTAL01.14.24 02.20.24 PERMIT RESUBMITTAL 01.23.26 AS-BUILT Registration9AHe,S JnoscAO)" Sheet Title LANDSCAPE PLANTING PLAN ENLARGEMENT Copyright 2024 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. FA_______ Drawn DM_______ Project Manager CW_______ Principal 242027-093 Project No. 12.17.24 Date A DESIGN landscape architects www.was-design.com Pensacola, Florida P. 850.203.4252 landscape architecture land planning placemaking (W IFOIR GONSURUGTOON THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. wae Foley, Alabama . P. 251.948.7181 B Mobile, Alabama • P. 251.344.4023 D Jackson, Mississippi — P. 601.790.0781 (o 5 (0 9 ) r — (0 ) ) O6 © 'I l l \ I O ' I | > / •I 11 | 1 I 1! 1 / \ C— / 1 | \ | \ il i I " i l li l a l l — | \ \ I I I \ \ W' " | \ \ ' I 11 / __ _ I e — l- 5 I / - 1/ 1 \ V / L I | )1 I T 4 I P J I L K J I ru T / [ S 0) ) U © I RL I 2 | \ I < I / 1 / I I / 1 1 1 T I N I J J I 8) I I I (X o (g O ( - 1 I I ‘ \ I / \ 1 \ / 1 / / I 77 / I __ _ _ _ _ _ _ / 1 I I — w - O - - - 2 V V + 4 4 4 ) = — — P G W# E Q O O - O O 4 Tm m p T T b 4 .. . . . . . . . . . . . . . . . . . . . . I\ V | $ TP ) 'l l 5 I Xr \ \ 1 .' | ‘ : \ \ NR o ) \ / ( HI * 7 \: \ \ // 0 ) । - 1 I । ' । । 1 EE L E I) J A I 05 0 0 7 7 ° " " ) J .— __ _ L \ \ V TB M E L E V . = 7 5 . 2 9 ’ ( N A V D 3 B ) .’ ’ M A G ” N A I L S E T I N A S P H A L T II I I y t lI I 4 II II I I II II I1 II T I I II 1 —'I II II IIT T II ' ' I ' VV /\ \ I A ? ! I I / / J / \ II 7 / I \ \ \ / / // // / \ \ \ z \ / / 1 I / | / 1/1 / II X / 2 RA - .111 II — If 7 / -- - D —0 Cd JJ li t k l I— / / \ \ \ /1 / / , 1 / ■ 1 1 177 I I / / 'y I1 I .1 + AA 1 1 I I I /I I I N I I I d 1 I S \ \ / 3 I m 1 2E 2o 2 R / \ - I I I1 ' ! 'J . Y / 7/ \ UN \ I IZ Z 1 7 -/77 fI I . '. . . . . ) _/ / / 4 / "2 l\ x 3 x __ _ 1 77 7 \ \ y \ N 11 1 6P ) 14 5 | ) o 22588 A L a n d s c a p e D e v e l o p m e n t P l a n f o r Ba t t l e T r a c e P h a s e 9 Fa i r h o p e , A l a b a m a o . al 1 11 II 05 $ © STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TENSION BAR 1" GUYLINE WEBBING ARROWHEAD ANCHOR KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE - MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. KEEP MULCH 2" - 3" FROM BASE OF TREE. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHED GRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA ROOTBALL 2X ROOTBALL PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS FINISHED GRADE AT SHRUBS MULCH WATER WELL AREA TO 3" DEPTH.TRENCH EDGE RE: DETAIL RO O T B A L L + 3 " 329343.26-021 MULTI-TRUNK TREE STAKING 1/2" = 1'-0" 2X BALL DIA. SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. FORM SAUCER WITH 3" CONTINUOUS RIM 3" MULCH 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. NOTE: x STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT x WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 329343-01 RO O T B A L L + 1 " 2 X ROOTBALL UNDISTURBED SUBGRADE ROOTBALL AT BACKFILL AWAY FROM ROOTBALL. AT WATER WELL. MULCH TO DEPTH FINISHED GRADE. 1 " HIGHER SLOPE FINISHED GRADE FINISHED GRADE. THAN SURROUNDING SET ROOTBALL CROWNFORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING SOIL, PER SPECS, FROM ADJACENT PLANTING AREA PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. SHRUB PLANTING 1" = 1'-0"3 329333.13-01 CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN LAWN OR TOP OF CURB/ PAVING GRADE 10" 4" PREPARED SUBGRADE 1"3" 3" NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. MULCH LAYER TRENCH EDGE 3" = 1'-0"329413.23-024 GENERAL PLANTING NOTES 1" = 1" x x x x x x x x x x x x x x x x x x x x 5 329399-05 TREE PROTECTION FENCE - FAIRHOPE 1/2" = 1'-0" NOTES: 1. Fencing to be installed prior to construction. Fencing type shall be chain link. 2. The fence shall be erected w/ a min. distance of 20' from the trunks of heritage trees & 10' from all other retained trees. If installing underground utilities near tree roots becomes a hardship, a soil auger shall be used to tunnel under tree roots. 3. All roots to be removed during site clearing &/or construction shall be severed cleanly at the perimeter of the protected radius. 4. Footers for walls shall end at the point where large roots are encountered, and the roots shall be bridged. Post holes and trenches located close to retained trees shall be adjusted to avoid damage to major roots. 5. Fencing cannot be removed until land alteration, site clearing, and construction activities are complete. METAL POST FENCE TIE FINISH GRADE 10' MAX. SPACING HE I G H T P E R SP E C S , M I N . 3 ' 1' - 4 " MI N . No entry, storage, temporary parking, or disturbance will be allowed within barricade REQUIRED SIGNAGESNOW FENCE OR CHAIN LINK METAL POST 6 32 9343.06-05 AV DESIGN landscape architects www.was-design.com WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING Revisions N No. Date Revisions / SubmissionsTIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH 12.19.24 PERMIT SUBMITTAL "AMERICAN STANDARDSQUALITY AS DEFINED IN THE CURRENT ISSUE OF 01.14.24 PERMIT RESUBMITTAL 02.20.24 PERMIT RESUBMITTAL 01.23.26 AS-BUILT 4MINIMUM OF 24” BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM —III—TII EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOTIII—IIII—IIT —J —II-"H SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: RegistrationALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE As9AHc,OOX ) Sheet Title -iiMIIT£LANDSCAPE—I——E IISH=mE III—III—]|E -I—II—IEIIFF=4^PLANTING DETAILS—II—IIE-IE—IIE III—II—" —IHIEIEIIE1 i 3IBIH^=HE — - -Sheet No. LP500 Copyright 2024 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. OF 36” BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON AS-BUILT PLANS. LANDSCAPE & IRRIGATION INSTALLATION MAY HAVE MINOR MODIFICATIONS BUT HAS BEEN INSTALLED TO ITS ORIGINAL DESIGN INTENT. landscape architecture land planning placemaking RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS Pensacola, Florida P. 850.203.4252 FOR NURSERY STOCK” AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. FA_______ Drawn DM_______ Project Manager CW_______ Principal 242027-093 Project No. 12.17.24 Date IT GENERAL CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. LANDSCAPE AREA SOIL PREPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER’S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN caKc? [OOT [FOIR GONSTIRUGTION THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. PLANT MATERIAL AND PLANTING PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS if = Foley, Alabama . P. 251.948.7181 B Mobile, Alabama • P. 251.344.4023 DA Jackson, Mississippi — P. 601.790.0781 wi sr bj=' w if | | 3” DEPTH PINE BARK • 4” DEPTH SHREDDED HARDWOOD MULCH XX 3” DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED o A L a n d s c a p e D e v e l o p m e n t P l a n f o r Ba t t l e T r a c e P h a s e 9 Fa i r h o p e , A l a b a m a oPU’Ay 11 Mise Invoice6 Sown asa-” SOLD TO: SERVICE ADDRESS:Battles Trace Subdivision Phase 9 - Point Clear COMMENTS:Infrastructure and Lights INVOICE DESCRIPTION:ELE53036 and ELE53037 DESCRIPTION QUANTITY DETAIL AMOUNT Electric Construction in Aid -I I Total Amount Due $269,487.62 202613 01-013? 20 JN Please return this stub with your payment to ensure proper credit to your account. Send Payment To: ■■■■■2000083121 DDE 7091218002 7091210 4 $42,300.00 $13,500.00 UNIT PRICE Jul 2, 2025 $269,487.62 $289,037.62 ($70,500.00) ($4,850.00) DUE DATE AMOUNT DUE Riviera Utilities 413 E. Laurel Ave. Foley, Al. 36535 ACCOUNT 2000083121 INVOICE 2869323 ।1 ACCOUNT NO: INVOICE NO: INVOICE DATE: PAGE NO: STUART CONSTRUCTION LLC P O BOX 579 BAY MINETTE, AL 36507-0579 For questions concerning this invoice please contact: Jon Harrison 251-943-5001 EXT: 2415 Email: jharrison@rivierautilities.com Invoice valid for 30 days. STUART CONSTRUCTION LLC P O BOX 579 BAY MINETTE, AL 36507-0579 Riviera Utilities 413 E. Laurel Ave. Foley, Al. 36535 PHONE (251) 943-5001 FAX (251) 970-4182 Electric Miscellaneous - Typical Lot Credit - 47 @ $1500 Electric Miscellaneous - Typical Apartment Credit (Townhome) - 27 @ $550 Electric Construction in Aid - Lot Services - 47 @ $900 Electric Construction in Aid - 8 Sided Lights on Fluted Poles - 9 @ $1500 (ELE53O37) 2000083121 2869323 Jul 1, 2025 1 I j 0 0/ — 21S b 1 Payton Rogers From:D. Williams <wdelphine15@gmail.com> Sent:Friday, February 20, 2026 5:05 PM To:planning Cc:D. Williams Subject:Submission of Questions for Upcoming March 2, 2026 Plat Approval of battles trace Phase 9 To whom it may concern within the Planning & Zoning Dept: My name is Delphine S Williams. My property is located on Twin Beech Road (Parcel # 46-09-30-0-000- 025.000). I currently reside in Montgomery, AL I received a Letter from the City of Fairhope on Feb 18th regarding the Upcoming March 2, 2026 for Plat Approval of Battles Trace Phase 9. I noticed in the letter that the date of Jan 20th is listed for submission of comment(s) to be considered prior to the March 2nd meeting. This date is weeks passed prior to me receiving the letter. I'm curious as to what caused the delay in me receiving the letter. I called the Planning & Zoning Dept the morning of 19Feb2026 & spoke with Jeannine Sakes (the new Planning Clerk). I informed Jeannine that the certified letter dated & mailed on Jan 12th sent by the City of Fairhope, was received in my home mailbox on Feb 18th . While on the phone with Jeannine, she assisted me with pulling up the map so I could see the diagram for the Final Plat for Phase 9 that will be an 81 lots neighborhood. These lots will be close to my property. I asked Jeannine how this would affect my property and her answer was that she did see how it would affect it. I mentioned there was a cell phone tower on another property near mine & definitely didn't want it to find its way onto my property while construction was going on. I'm aware that there's a construction entrance area located to the right of my property. Questions: 1. Will a fence be constructed by the developer, between my property (current side where the construction entrance is located) & also behind it where the new lots will back up behind it? 2. How can I be assured (in writing/documentation) that the right away to my property will not be blocked/cut off AND no damage to my property (i.e. construction trucks coming across or close to the edge of the property leaving pot holes, etc) ? i Report this Email or Mark as Safe Powered by Mimecast This message needs your attention • This is a personal email address. • This is their first email to your company. 2 I would appreciate a response to my email by 25Feb2026. Regards, -- Delphine S Williams Virus-free.www.avast.com e Hunter Simmons Holdover I - C 2 STATE HWY OO > (( s’hr4 -- § W — ■ - I ’ ___ X r C-ENCAIEENCOUNTER DR- (STATE HWY 104 Road • Parcel Zoning: B-2 PUD N W E S CATANIA AVE' O SIABAW ZC 25.08 - Colony Village City of Fairhope Planning Commission March 2, 2026 o‘"A‘o oI_ / o T Prepared by: Project Name: Colony Village Site Data: 148 acres Project Type: Conditional annexation to PUD Jurisdiction: Fairhope Planning Jurisdiction Zoning District: N/A PPIN Number: 14396 General Location: Northwest of the intersection of Saint Michael Way and State Highway 104 Surveyor of Record: Core Development and Construction of Alabama, LLC Engineer of Record: Core Development and Construction of Alabama, LLC Owner / Developer: FST and Bertolla Properties, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: - - 2 CP a ST A T E H W Y 1 8 1 BU S H E L -D R - I l l \ ) — ox n -B U S H E L D R 5 ? - . J . - r M I C H A E L W A Y LL ZC 25.08 – Colony Village March 2, 2026 Page 1 of 13 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, Core Development and Construction of Alabama, LLC, on behalf of the Owner, FST and Bertolla Properties LLC, for Conditional Annexation to PUD, Planned Unit Development for Colony Village. The property is located at 10504 State Highway 104 and is 148± acres. SITE HISTORY The subject site is currently located within Baldwin County jurisdiction. The Applicant came before the Planning Commission at its October 6, 2025, meeting for an Informal Review of an earlier draft of the proposed project. There have been no City of Fairhope Planning Commission or Board of Adjustment applications associated with this site. STAFF COMMENTS Currently the subject site is zoned RA, Rural Agricultural District within Baldwin County jurisdiction. The Baldwin County Zoning Ordinance states that generally, this zoning district provides for large, open, unsubdivided land that is vacant or is being used for agricultural, forest or other rural purposes . In addition to the application received by the City of Fairhope, the Applicant also applied for a rezoning request with Baldwin County to rezone the property from RA to RSF-2, Residential Single-Family District. However, on February 19, 2026 , at the request of the Applicant, the Baldwin County Commission approved a request to withdraw their RSF-2 rezoning application in order to allow the Applicant to focus solely on their application with the City of Fairhope. The site partially abuts Harvest Green East to the North, zoned PUD within the City of Fairhope. All other directly adjacent properties to the North, East, South, and West are located within Baldwin County jurisdiction. Adjacent property to the North/Northeast of the subject site is zoned RA within the county and has been developed with Saint Michael’s Catholic High School. The properties East of the subject site are zoned RA and are currently undeveloped. South of the subject site and across Hwy 104 are The Verandas a subdivision currently zoned RSF-2, Residential Single-Family District and The Estates at the Verandas a subdivision currently zoned RSF-E, Residential Single-Family Estate District. Both subdivisions are located within Baldwin County Jurisdiction. The properties East of the subject site are zoned B2, Local Business District, RA, and HDR, High Density Residential District within the County. The B2 and RA properties are currently undeveloped. However, the HDR property has been developed with the Rockwell Place Apartments. As previously mentioned, the Applicant is requesting a PUD, Planned Unit Development zoning designation. The City of Fairhope Zoning Ordinance states that dimensional standards and allowed uses in PUD districts shall be specified based on the development plan according to the standards and procedures as detailed in Article V.A. of the City of Fairhope Zoning Ordinance. Additionally, Article III defines PUD Districts and allowed Uses as follows: “PUD Planned Unit Development: This district is intended to encourage innovative development that meets comprehensive plan goals and is tailored to the unique constraints and conditions of a particular site. This ZC 25.08 – Colony Village March 2, 2026 Page 2 of 13 district allows flexibility in uses, designs, and building layouts as opposed to other zoning districts to better serve community needs. See Article V., Section A for more detailed standards regarding this district.” A Master Development Plan (MDP) is required of any PUD application. A copy of the MDP is included along with the staff report packet and contains the application requirements, along with supplemental exhibits provided by the Applicant. A copy of the proposed site plan is illustrated above. In summary, the PUD proposes 350 homes, 62 townhomes, a “Restored Greenway” of 24 acres, “Civic Area(s)” that includes parks, amenities and open space composing 41.36 acres, and over 29,000 linear feet of new roads and allies. For reference, the Table of Contents within the MDP is beneficial to navigate the information provided within the packet. A list of the proposed uses is shown below (pg. 53 of the MDP). 3..... ■ 1 4e 9a *-'ji *o ■* 99 1j I ! EIeY *p I “a.wlue»10 .5 79sse• • l !______— STATE HWY 104 I I I w e I I “"I I , •• I I I I * I ....................II. !Ar» 2.—----------------------------- tw r .5 3 ZC 25.08 – Colony Village March 2, 2026 Page 3 of 13 Staff recognizes that the proposed Colony Village PUD represents a substantial undertaking that would benefit from comprehensive public input through the formal hearing process before the Planning Commission. Given the project’s complexity, staff believes an iterative review process with additional coordination among city staff through internal meetings and discussions is necessary to help facilitate the effective collection and management of future design modifications prior to a final staff recommendation. As such, the Commission should be informed that Staff intends to make a recommendation of holdover until sufficient progress justifies a recommendation in support or opposition of the application. This report will not go into detail with all aspects of the proposed development. Instead, the intent of this report is to provide enough information to glean feedback for a select list of issues that may benefit both Staff and the Applicant moving forward. Before proceeding, it is important to note the public hearing process for Conditional Annexation requests, also known as Zoning Map Amendments. If the Commission elects to table this application, there will be additional public hearings to review the project in more detail. Additionally, because this is a Zoning Map Amendment, the Planning Commission is limited to making a recommendation to the City Council. Should the request move out of Planning Commission and go before the City Council there will be additional public hearings prior to any final determination being made by the City Council. % OF PUD PER LAND USEREFERENCE NOTES SCHEDULE IQTYDESCRIPTION QTY % OF SITEDESCRIPTION (34) SIGNATURE LOTS - 70' X 120' 6.82 AC RESIDENTIAL 55.03/148.88 AC 37.0% (116) NEIGHBORHOOD COTTAGE LOTS - 45' - 60' X 100' - 130'16.99 AC CIVIC AREA 41.35/148.88 AC 27.8% (201) VILLAGE COTTAGE LOTS - 45' - 55' X 80' -130' 26.84 AC PRESERVE / GREENWAY 24.02 / 148.88 AC 16.1% (62) TOWNHOUSES - 45' - 55' X 80' -130' 4.37 AC RIGHT OF WAY 28.48/148.88 AC 19.1% RESTORED GREENWAY 24.02 AC CIVIC AREA 41.35 AC BOULEVARD (80' ROW) 2,748 LF MAINSTREETS (60' ROW) 6,685 LF ARTERIAL (50' ROW) 8,661 LF L 11,477 LFALLEYS (20'-30' ROW) ZC 25.08 – Colony Village March 2, 2026 Page 4 of 13 Comprehensive Plan The Subject Property is located within a Suburban Residential Place Type, which is described as a primarily residential area generally having the largest lot sizes for single -family detached houses in Fairhope. It’s important to note that the Applicant’s Master Development Plan incorrectly describes the property as within a Suburban Mixed-Use Center Place Type (Page 8). The table below summarizes the application’s compliance with the Suburban Residential Place Type requirements within the Comprehensive Plan. Place Types Map - Suburban Areas " So I 24910101—lh “IN-4 v n ■ I'"'1!'".. '.11 ' ' 1 y V7--------- ( 2' E 6 i 1 .0 •l-J • i 1 3 Q.ii..2, 2 1,1 1 r ;C IIIs•, hr II IIVJ V |0 JFE0I' f ■J IIt w ia 'Dr1 Cor" - L.147 -yhlife ‘I, 2 a Mixed Use Node Suburban Neighborhood __ Subject~| III Illi Ill- J 111111111:1 IUIIIIIIII IX “ r wit V ___ __ 7 - osk——1 1 • Su 2 7 * co X. —.......... .2e (giiDE T1 2 a SUBURBAN Suburban Mixed-Use Center % -tea..? N JJ2s‘Ar "L HS HHBSHIH OTi -I I HOIIEEE S a 5. t \ (i5 ge ZC 25.08 – Colony Village March 2, 2026 Page 5 of 13 The proposed plan aligns with the Comprehensive Plan by providing a clear vision for the utilization of common areas, both in the restoration of environmentally sensitive areas, as well as provision of organized recreational areas interconnected throughout the development with sidewalks and trails. Sidewalks and trees are proposed along the streets, with several streets providing parallel parking. The Suburban Residential Place Type suggests a development density and form with lot sizes that range from a third of an acre and up; minimum lot widths between 75-100 feet; and minimum front setbacks between 30- 40 feet. While the gross density of the overall development (2.79 Units/Acre) is less than R -1, Single-Family Residential Districts (2.9 Units/Acre Gross Density), the lot sizes and setbacks proposed are significantly less than what is prescribed in the Comprehensive Plan. Details are provided in the sext section. Since the application is for a Planned Unit Development - a unique zoning designation that allows flexibility and possibly additional requirements, sample house plans and form -based codes are supplied that attempt to provide guidance to ensure a highly predictable development. Staff does not fully support the details submitted within those requirements at this time but recognizes the intent to have mechanisms in place to result in a highly predictable development. Planned Unit Development Deviation Summary Identification of the base zoning district and deviations, along with the reasons for the deviations, are required as part of a PUD application. Below is a summary table provided within the application showing a base zoning of R-3, Single-Family Residential proposed for all lots. The Applicant is proposing four lot types mixed throughout the development described as a Signature Lot, Village Cottage Lot, Neighborhood Cottage Lot, and CV Townhome Lot. A description of the deviations is listed below with R-3 (the base zoning district shown for comparison). Lot Sizes Minimum Front Setbacks Preservation of Sensitive Natural Features Maybe Maybe Compliance With Comp Plan Yes Yes Yes No Yes YesStreets Parking Provision of Usable Common Open Space Multi-Modal Connectivity Residential Lot Sizes Preventing a Street Frontage Dominated by Garages Uses ZC 25.08 – Colony Village March 2, 2026 Page 6 of 13 Within this table, there are specific requirements that Staff does not support. For example, the Maximum Lot Coverage, as proposed, increases from 35% to 71-92% and the justification calls this a “modest increase”. This is highlighted by the inconsistencies with the form -based code submitted within the application. As an example, the form-based code for a Neighborhood Cottage lot is shown below. This image illustrates three homes with a lot coverage of approximately 32.5%, while the table above allows for 90% lot coverage. Staff is prepared to work with the Applicant to ensure we receive plans that reflect the desired outcome. However, before we invest the amount of time to resolve these issues, both the Applicant and Staff would like to get feedback from the Commissioners as it relates to a PUD that is entirely composed of lots that are smaller than our smallest allowed base zoning district and have reduced dimensional requirements. IOrdinance Parameter Standard for R-3 Zoning Signature Village Cottage Neighborhood Cottage Townhome Minimum Lot Area 7,800 SF 8,400 SF 4,000 SF 4,500 SF 2400 SF Reason for Deviation Minimum Lot Width 65 ft 70 ft 45 ft 50 ft 24 ft Reason for Deviation Front Yard Setback 30 ft 10 ft 6ft 10 ft 5ft Reason for Deviation Rear Yard Setback 35 ft 10 ft 10 ft 10 ft 6ft Reason for Deviation Side Yard Setback 5ft 5ft 5ft Oft Reason for Deviation Street Side Yard (Corner Lot)20 ft 6ft 6ft 6ft 6ft Reason for Deviation Maximum Lot Coverage (All Buildings)35%71%92% 90% 77% Reason for Deviation Maximum Building Height 30 ft 35 ft 35 ft 35 ft 35 ft Reason for Deviation PUD DEVIATION SUMMARY A reduced front yard setback supports a more walkable, human-scaled streetscape by bringing homes closer to the public realm, strengthening neighborhood identity, and encouraging porch-oriented design A reduction in minimum lot area allows the neighborhood to offer a broader range of housing types and price points while maintaining high design standards. This flexibility supports more efficient land use, enables clustering to preserve shared open space or natural features, and responds to market demand for smaller, low-maintenance lots without compromising overall neighborhood character. A slight increase in building height allows for improved architectural variety, better roofline proportions, and features such as clerestory windows. It may also be necessary to accommodate grade changes, flood elevation requirements, or missing-middle housing types while maintaining compatibility with surrounding development. A reduced street-side setback strengthens the corner condition by defining the block edge more clearly and improving sightlines. It supports porch-oriented or wrap-around architectural features and :commodates the unique geometry of corner lots, which are often shallower or irregularly shaped. A modest increase in lot coverage supports high-quality architectural design on smaller lots, allowing for single-story homes, larger porches, or accessory structures without compromising neighborhood character. It also enables clustering of homes to preserve larger shared open spaces and responds to market demand for more usable interior space with low-maintenance yards. A deviation to minimum lot width supports a more walkable, human-scaled streetscape by reducing garage dominance and encouraging porch-oriented architecture. It also enables flexible housing products such as paired homes, cottage lots, and alley-loaded designs, while reducing infrastructure footprint and maintaining a cohesive block rhythm even on curved or irregular streets. A deviation to the rear yard setback allows homes to be clustered more efficiently, enabling preservation of shared open space, natural features, or trail corridors. It also supports modern housing types such as alley-loaded or courtyard homes and helps resolve irregular site geometry to create a cohesive neighborhood layout. Reducing the side yard setback enables more flexible housing products, including zero-lot-line and paired homes, while maintaining privacy through thoughtful design. It also reduces infrastructure footprint by shortening streets and utility runs and helps maintain consistent spacing along curved or irregular blocks. 8ft (per side) ZC 25.08 – Colony Village March 2, 2026 Page 7 of 13 Neighborhood Cottage Lots Building Plans and Form-Based Codes There were six drawings provided to illustrate architectural styles (shown below), along with some basic architectural guidelines. Combined with narrow lots and on-street parking, whether front-loaded parking is allowed is a critical decision. Of the six plans shown, three illustrate front-loaded parking, which negates on- street parking. Perhaps this is a disproportionate example, and those three examples are intended to illustrate only the ~ 40 of 413 lots without rear access. However, it is also important to note that the form-based codes for an additional 113 Neighborhood Cottage Lots allow garages accessed from the street frontage. Staff is willing to work with the Applicant to resolve some of the conflicts proposed but would also like to see more than two examples of the architectural styles for a rear-loaded home that is intended for approximately 317 lots. We would welcome the Commissioners feedback to determine exactly what those requirements are to be for the Applicant’s clarity. "1 ■* me i ! |i “s — J ■I /5[ 4 t 1 I rgLd — ZC 25.08 – Colony Village March 2, 2026 Page 8 of 13 4 7 0 r U bed HE • jMefanly - - |AR LU cie Colony Village - Level Side- Load Burnside " 753“3 ■ —I . wo LA 4 । Colony Village - Level Alley Load Kadair PPMu20% m Xul6. ===Id- □c Colony Village - Bergamo Front Load Option 2 3i11 h. -------------------------------------- ----- vi ; -a •3,l9 P p l el . )wt T ieA ‘ aa’f. ..s . e, “aJe d -, cngted te = ire. Pis :71 Ds % te 0 5 ‘Ys - br i l l he r al " u I se e d 0 t 3 ' I “ 3 3 I =a , ' X A .s ) 5 9 BT ‘ g 18 i 'i h to a sy i : ■ fH i s ■ I i; i T •IEt ") j W I —Ms - 82 1 23 J X 15 | 5 1 aw I 1 "P 0 1 =B | Vi n I t w' I . H 2 7 h — J. 9 1 y. ‘ w ZC 25.08 – Colony Village March 2, 2026 Page 9 of 13 Greenspace Greenspace and amenities for Colony Park residents are explained in detail within the MDP and illustrated below. As our Commission is aware, current regulations require all amenities and greenspace to be installed in the first phase of development. Deviations may be allowed within a PUD and the Applicant is proposing an alternate phasing plan for the installation of greenspace and amenities. The below phasing plan breaks the project into four phases with an estimated schedule of six years to complete all phases. LEGEND PICKLEBALL GREEN FRONT GREEN I POOL DOG RAMBLE BOCCE COURT TRAILWAY GREEN TRAIL HEAD PARK THE TERRACE COLONY PARK COTTAGE COURT SPLASH GREEN "*ihHin"ia; »——- \ 12-0 I V 1E 0* 22 1 -3 123337s o s %G C 3 E ---- E 9(1.02 e0 // I 0) .2...• • 1------------------ STATE HWY 104 09 )1 4.8 ! • .U, 4 to " 18 | ! 32 Lmmy 2299. . 2404286222228°, 6 • •.0% .... © B © © ® ® © © @ ® ZC 25.08 – Colony Village March 2, 2026 Page 10 of 13 As proposed, some of the amenities would not be constructed until later phases. For example, “The Terrace” and “The Colony Park”, described as the “epicenter of activity in the neighborhood” (shown below) would not be complete until Phase 3, or four years after the residential lots in Phase 1 are turned over to homebuilders. Staff has some concerns and would like to get feedback from Commissioners. At the root of Staff concerns is the possibility the first two phases are built and the later phases are never fulfilled, or there are significant delays. Wetlands The Applicant has already received a jurisdictional determination from the Corps of Engineers (USACE). The below plan illustrates the jurisdictional USACE Wetlands, as well as proposed City of Fairhope Stream Buffers. A full review of the wetlands, as well as the proposed stormwater management plan would be reviewed as part of the Subdivision cases if the zoning is approved. A, e6w — 1. ‘ r(369 ldhcn ■ 83 : ad A( $r 5 ath ' 4 : /J P JP--h g 7 VIEW LOOKING NORTHEAST viniiiii In the foreground, looking over the cottage rooftops to Pickle Green, this sketch illustrates the de- sign and intent for Colony Park. This multi-purposed greenspace will have active and passive uses for children of all ages, such as basketball and a large playground. The cornerstone architectural piece of the park will be a restroom / pavilion with a community garden in front of it, and a free play i event lawn behind it. The homes fronting this common space will likely be the most desireable in the neigh- borhood, with direct access to this major amenity. 1 - ) Il l i H l il T ! I I m i l i I I I 1 § 5 q H ! so I 1 J i/ s 54 1 y 1 ii 20 7 s P e i m a I X S I i BF 17 7 I I 3 a: = Su z e I ’ H P i n y | g il i l i i I* | I9 I 7 Pl l s l s o ) - Su m MM M H E E 0 i ZC 25.08 – Colony Village March 2, 2026 Page 11 of 13 Lot Access The City of Fairhope Subdivision Regulations require that all lots front a “paved, publicly maintained street”. Article 5, Section E.3 does allow the Planning Commission some discretion. The entirety of the section is listed below. Because a PUD includes site plans with proposed road and lot layouts, and, if approved, preliminary plats shall follow those approved plans, Staff would like to get feedback from Commissioners regarding the proposed plan, which includes 107 of 413 lots that do not front a paved, publicly maintained street. Examples of several such lots are shown to the right. Subdivision Regulation, Article V, Section E.3 a. Except in rural and agricultural Subdivisions under Section D.7 or as otherwise provided in these Regulations, all lots shall front upon a paved, publicly maintained street, and be accessed via such frontage. The Planning Commission, in its discretion, may (but is not required to) allow deviation from this requirement where such frontage and access to each lot is unattainable due to unique and extraordinarily unusual characteristics of the property. Deviation will not be allowed where it appears to the Plan ning Commission that that the deviation is proposed, in whole or in part, for the purpose of reducing development costs or increasing density. In allowing such deviation the Planning Commission shall require the creation of easements at least 30’ in width to provide for safe and convenient access for ingress/egress, utilities, and public services. Double frontage lots are prohibited, except where lots consist of more than 66% of a block. I t l 4.1. 11 I 20 1 !11 —-5 t i l I31DataPeintPensgcoh Branch 5 Tributary I tTributary 1 and 3 RPW Data Pcint 'Drdin 2 and 4 Nch-RPW Wedland 3 1tTnbutary 5 - Intormitent RPW A).City of Fairhope Stream Buffer )) 1= :a 5 (Dora Point UiL)) :44SCALE: 1"=300Frct Th 1 Drain 4 Non-RPW 298.3 Linear Fect i Pgalr, 2 Non-EP". worus USACE/Courty Wetlands eniedby WSl ShToafh BlTT.?P“ Tributary 5—RPW Intermittent ±651 D Lnear Foot ‘ 80%4 28 Drain • RPW ± 783 3 Litear Feet ■ —% — Ualqrd I 1 . WeD —. u-> d‘ 0 90± AC 5 XAx—r. Pensacol Branch 4,116.2 Linear Feet T.9 geaLepd. t l Drain 1 RPw 1,075.7 Linear Feet st / 4,, Drain 3 RPW 269 9 Lnear Feet ■ A ±3529 tnear FC“ ( C"g,ct„FouhokF lo : r m" c M E L 8, 2 0 2 5 S i t e Ap p r o v e d J D E x h i b i t M a y SA M 2 0 2 5 - 0 0 2 8 9 M O J 5 A .t Kse 4. ee 34 — - 00 I Re v l e w — R e v i s e d f o r 5. 1 5 . 2 5 R A I WE T L A N D SC I E N C E S IN C O R P O R A T E D EN V I R O N M E N T A L C O N S U L T A N T S 33 0 8 G U L F B E A C H H I G H W A Y PE N S A C O L A , F L O R I D A 3 2 5 0 7 TE L : 8 5 0 . 4 5 3 . 4 7 0 0 CR A I G O W E T L A N D S C I E N C E S . C O M ZC 25.08 – Colony Village March 2, 2026 Page 12 of 13 Parking Two Parking spaces, exclusive of a garage, are required for single-family lots. With rear-loaded lots, there would typically be rear setbacks of approximately 20-24’ to accommodate parking from the alleys. As proposed, rear setbacks are 6-10’. While on-street parking is provided, the distribution of those spaces does not seem to serve the needs of some homes. For example, the image on the right illustrates 32 homes/townhomes without nearby on- street parking. Combined with a lack of adequate minimum rear setbacks, Staff worries this could cause over congestion and will/may recommend other alternatives that include a combination of solutions, such as bigger rear setbacks, rear parking areas required within the form-based codes, or proximity thresholds to account for parking requirements. Citizen Comments At the time this report was drafted no public comments were received. 51--- eP% %«0” o 9 — J. g ... Y wanx ‘N XT gall /Pe .// I | ZC 25.08 – Colony Village March 2, 2026 Page 13 of 13 REZONING CONSIDERATIONS Standards of Review: The Zoning Ordinance and its associated zoning map are derived from long-range comprehensive planning studies intended to promote orderly, desirable development. Casual or unsupported amendments to the Zoning Ordinance can undermine this purpose. Therefore, rezoning requests are evaluated according to the following criteria: 1. Compliance with the Comprehensive Plan; 2. Compliance with the standards, goals, and intent of this ordinance; 3. The character of the surrounding property, including any pending development activity; 4. Adequacy of public infrastructure to support the proposed development; 5. Impacts on natural resources, including existing conditions and ongoing post-development conditions; 6. Compliance with other laws and regulations of the City; 7. Compliance with other applicable laws and regulations of other jurisdictions; 8. Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and 9. Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. CONCLUSION AND RECOMMENDATION As the recommendation below suggests, at this time Staff is not ready to make a final recommendation, either in favor of or against Colony Village PUD. Instead, we would like input, specifically from Commissioners, but also the public. To narrow down the focus of our highest priorities, we outline our concerns below for discussion. 1. Is there support for a project, which is composed entirely of lot sizes in conflict with the Comprehensive Plan, when the Gross Density is more similar to a development with larger lots sizes, but may not provide the same amenities? 2. Are there any specific deviations, i.e. reduced setbacks, taller building height, increased lot coverage, listed in the Deviation Summary Table of particular concern to Commissioners? 3. Would more architectural examples be helpful within the PUD to ensure there is a greater variety of architecture? 4. Is there support to delaying construction of greenspace and amenities to later phases? 5. Is there support for parking as proposed? 6. Is there support for lots that do not front paved, publicly maintained streets? In the Commissioner’s opinion, are the proposed lots which do not front public streets, due to a desire to increase density or lower development costs? As described within Article 5, Section E.3 of the Subdivision Regulations. Recommendation: Based on the preceding, Staff recommends HOLDOVER of ZC 25.08 – Colony Village Conditional Annexation to PUD, Planned Unit Development. February 12, 2026 Mr. Payton Rogers Planning and Zoning Department 451 Pecan Ave Fairhope, AL 36532 RE: Letter of Disposition – Colony Village PUD Submittal Dear Mr. Rogers, On behalf of the development team, we are pleased to submit this Letter of Disposition and the revised PUD documents for Colony Village. We have carefully reviewed the feedback received and have updated our submittal to ensure the project meets the high standards of the community and the requirements of the Planning Department. The following points outline the specific revisions and clarifications made to the submittal: 1. Perimeter Buffering and Site Layout In response to the comment regarding alleys abutting perimeter property lines, we have integrated a 10-foot buffer along these specific boundaries. This ensures a proper transition between the development and adjacent property lines. 2. Greenspace Network and Amenities The Greenspace Network Plan has been updated to include specific labels for “civic structures” and a numbering system for each amenity. Following these pages, we have provided detailed renderings for the proposed parks and amenities, which accurately illustrate the building types and design aesthetic being proposed for the development. 3. Parking and Pedestrian Connectivity • On-Street Parking: We have provided a comprehensive tabular data set on Page 79 that breaks down the number of on-street parking spaces allocated for each phase of the project. • Park Trails: We have added a specific park trail detail to the Pedestrian Circulation page (Page 79) to better define the internal connectivity of the community. 4. Residential Product Revisions We have opted to replace the townhome units with Village Cottage Lots on the north side of Colony Park per the suggestion of staff. This design change better aligns with the project’s vision and has resulted in a slight reduction in total density, bringing the project to 413 total lots. 5. Technical Exhibits As the removal of the townhomes impacted several pages across different disciplines, we could not update in time the Storm Water Exhibit (Page 81) or the Lighting Exhibit (Page 68). We will provide these revised documents as soon as they are completed to replace the current placeholders. 6. Lot Dimensional Standards We have refined the dimensions within each of the lot type diagrams to ensure that widths and depths are accurately reflected. These dimensions are now fully correlated with the definitions provided on Pages 104–105. We believe these revisions comprehensively address the comments provided. We look forward to your review and are available to discuss these changes further should you have any questions. Sincerely, Cory Bronenkamp Core Development and Construction, LLC / COLONY V I L LAG E FAIRHOPE, AL Table of Contents D E V E LO P M E N T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Legal Description and Parcel ID . . . . . . . . . . . . . . . . . . . . Development Narrative, Objectives, and Parcel ID . . . . . . . . Compliance with Fairhope’s Comprehensive Plan . . . . . . . . Development Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Statement of Applicant’s Intentions . . . . . . . . . . . . . . . . . . . Care & Maintenance Plan for Completed Development . . . . PUD Zoning and Annexation Request . . . . . . . . . . . . . . . . . . S U P P O RT I N G D O C U M E N TAT I O N . . . . . . . . . Legal Overview of the Property . . . . . . . . . . . . . . . . . . . . . . . List of Adjacent Property Owners . . . . . . . . . . . . . . . . . . . . . Wetland Delineation Narrative . . . . . . . . . . . . . . . . . . . . . . . Tree Survey and Contours . . . . . . . . . . . . . . . . . . . . . . . . . . . . Conceptual Site Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Traffic Impact Analysis Narrative . . . . . . . . . . . . . . . . . . . . . . Proposed Utility Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Development Agreement for Utility Improvements . . . . . . . . Community Meeting Minutes . . . . . . . . . . . . . . . . . . . . . . . . P R O J ECT T E A M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A P P E N D I C E S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PUD Deviation Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . Approved Jurisdictional Determination . . . . . . . . . . . . . . . . Traffic Impact Study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 5 7 9 13 14 17 27 28 36 41 47 52 87 90 93 96 99 103 104 106 107 129 S ECT I O N O N E Development ()■NJ ( J/ G(N LEGAL D ESC RI PTIO N O F FST AN D BERTO LL A PRO PERTI ES , LLC The land included in the overall project is situated in the County of Baldwin, State of Alabama, and is described as follows: The Northeast Quarter of the Southwest Quarter; the East Half of the Southeast Quarter of the Southwest Quarter; the Northwest Quarter of the Southeast Quarter, the Southwest Quarter of the Southeast Quarter and the West Quarter of the Southeast Quarter of the Southeast Quarter, being land of the lessor and lying in Section 2, Township 6 South, Range 2 East, Baldwin County, Alabama. 4 TA X PA R C E L I D 05-46- 01- 02- 0 - 000 - 001.50 WA yIN y 5 D E V E LO P M E N T N A R R AT I V E & O B J ECT I V E S Quietly tucked behind the new buzzing commercial corridor of Fairhope’s Hwy 181/Hwy 104 intersection, Colony Village will be a premier residential neighborhood in Fairhope’s growing northeast quadrant. Consistent with Fairhope’s Future Com- prehensive Plan, the neighborhood will establish a unique community with a vari- ety of residential housing options, street- scapes, and walking trails. The concept is based on a walkable community sur- rounded by nature and community spaces that will enhance the resident’s way of life, while keeping with the character that Fairhope has always embraced. Though dense in design, the efficiency and economic layout lends itself to abundant access to nature, green space, and recre- ational areas. At the core of the neighbor- hood, a sprawling 3-acre park provides a multitude of activities for everyone to enjoy. Whether taking a stroll along the center greenway, walking along the gorgeous tree-lined sidewalks, playing pickleball in the park, or gathering on the commu- nity lawn, the intent of Colony Village is to foster a lifestyle that balances privacy with community engagement. Not just living space, but space for life. we D $ 1 w' ).d 11il 1 ML J w ,e "A. Rsr ji wut Ul " JCAnaiUNAJJu Colony Village will fit into the surrounding area nicely by playing off of a farmhouse, southern, and coastal vibe. The use of certain elements in design such as front porches,rear loaded garages, and strate- gic placement of communal space helps enhance the strong sense of community that Colony Village will cultivate. Providing a variety of residential housing options, Colony Village will welcome many families, retirees, young professionals, and everything in between. Colony Village will grow to be a prominent, thriving, and inclusive community within Fairhope that will provide access to small businesses, schools, churches, and health- care facilities nearby. Colony Village will give Fairhope’s future residents the opportunity to live where the vibrancy of community meets the serenity of nature, all within a connected, sustain- able neighborhood. 6D E V E LO P M E N T N A R R AT I V E & O B J E C T I V E S 6 T I t ar s ' u D ■ T $ Ki A Jm m j " Bi y. > ) y I; 2 - W dt . I > n 1 3y h | V t n Q LD H I R । " Tu u u u u t . " . I | I 3 j af I T— . I | 3 I ' th — 1 *1 f ( -( V PA ) o ! a 34 A. 2 0. I fj a u s n i i n -t j > I!f & il l - h ) it a r, - " a e I 2 tYS t I) * 0 jP P ■ 7 [l s ; 1 3 ’ se i T ; P d .' A " . 1 1 ) 7 IM I 7 C O M P L I A N C E W I T H FA I R H O P E ’ S C O M P R E H E N S I V E P L A N Consistent with the goals and objectives of Fairhope’s Comprehensive Plan, Colony Village has been fundamentally designed around the following concepts: • A master-planned, pedestrian friendly neighborhood interconnected to it’s surrounding areas and internally in- tegrated with common areas for all to share • Designed with a heavy focus on land- scaping, street design, and a strong sense of architecture • A diversity of residential housing types to provide for a multitude of consum- ers/residents; including smaller cot- tage housing types that help retain Fairhope’s small-town character • Promoting a strong sense of place that is in line with Fairhope’s Character • Creating a livable community in close proximity to healthcare, schools, churches, and grocery stores • Compliments the surrounding neigh- borhoods in a way that creates a peace - ful, but active middle point for all to share • Gives the City an opportunity to annex a uniquely designed and appropriately placed neighborhood into the City’s Boundaries • Provides for a master-planned residen- tial PUD along the HWY 104 East/West Thoroughfare that lies within ½ mile of the Hwy 181/ Hwy 104 intersection • Achieves a more efficient and econom- ical arrangement of residential uses while still supporting the infrastruc- ture and utility growth of the City that would not be feasible under the current zoning classification of the Property “Suburban Mixed-Use Centers should be master planned developments.” “Streets and multi- modal trails and paths are critical to connect developments.” “A variety of housing types should be offered and intermixed. Architecture should vary and height limits should be utilized to provide character and not maximize every square inch allowable.” East-West Thoroughfares “This Place Type is located primarily along Hwy. 104, Fairhope Avenue, and Twin Beech Road” Suburban Mixed-Use Centers “This Place Type can accommodate a mix of land uses and development patterns that are ideally more concentrated than other Suburban areas. Suburban Mixed-Use Centers should be master planned developments where uses are intercon- nected with streets and blocks rather than separated into individual pods.” Open Space “Preserved passive open space; resident amenities, neighborhood parks, pocket parks, private yards.” “Trails along the corridors connected to an internal sidewalk network, limited entry drives, cross-ac- cess between adjoining sites for improved con- nectivity, parking to side or rear of buildings, or otherwise screened from the street, and a limita- tion on non-residential development.” Transportation “Automobile access with complete sidewalk network and recreational trails.” Parking “On-street and private off-street, may include alley loaded garages” C O M P L I A N C E W I T H FA I R H O P E ’ S C O M P R E H E N S I V E P L A N 8 E X C E R P T S F R O M F A I R H O P E C O M P R E H E N S I V E P L A N 9 D E V E LO P M E N T S C H E D U L E The Colony Village development is projected to be constructed in four distinct phases. Development would commence at the beginning of 2027 and reach final completion towards the end of 2033. The schedule is designed for continuous construction to ensure timely delivery of the community. Mobilize construction equipment and personnel. Begin offsite improvements to HWY 104. Begin site clearing, grading, and erosion control measures for the Phase 1 area. Finalize all necessary permits and approvals PHASE ONE The Foundation Timeline: Q1 2027–Q4 2028 Geographic Area: Southern portion of the site, including the area fronting State Hwy 104, the initial residential lots, and any in- frastructure improvements along Hwy 104. Phase One will also include restoration of the wetland area. Q1–Q2 2027 (Winter/Spring) Q3–Q4 2027 (Summer/Fall) Q1–Q3 2028 (Winter/Spring/Summer) Q4 2028 (Fall) Installation of primary infrastructure: main sewer, water, and storm drainage systems for the entire development backbone. Begin wetland restoration of the entire greenway. Completion of off-site ALDOT improvements on HWY 104, which will include a traffic signal and road widening for turn lanes. Construction of the main entrance off State Hwy 104. Pouring of curbs and gutters, and laying the base course of asphalt for Phase 1 streets. Final paving of Phase 1 streets. Turnover of first residential lots to builders. Landscaping of the main entrance and common areas within Phase 1. Construction of amenities for Phase 1 Construction of the two primary east-west crossings. Installation of underground utilities (power, gas, communications) for Phase 1. D E V E LO P M E N T S C H E D U L E 10 PHAS E TH REE The Northern Loop & Central Park Timeline: Q2 2030–Q2 2032 Geographic Area: The large northeastern loop, including the central amenity area (Colony Park) and both crossings. Extend all primary utilities and infrastructure into Phase 2. Vertical construction of homes in Phase 1 begins. Completion of landscaping in Phase 2 common areas. Vertical construction of homes in Phase 2 begins. Substantial completion of Colony Park amenities. Begin major earthwork and construction for the central Colony Park amenities (play- ground, courts, pavilion). Completion and turnover of Phase 2 lots to builders. Begin site clearing and grading for the Phase 3 area. Development of common areas and pocket parks within Phase 2. Final paving of Phase 2 streets including second entrance with full connectivity to Harvest Green Extend utilities and infrastructure into the Phase 3 loop. Pouring of curbs, gutters, and base course of asphalt for Phase 3 streets. Residential sales of Phase 1 nears completion. Final paving of both east-west crossings to provide vehicular access. Final paving of Phase 3 streets. Turnover of Phase 3 lots to builders. Estimated completion of first homes for sale. Pouring of curbs, gutters, and base course of asphalt for Phase 2 streets. Begin site clearing and grading for the Phase 2 area as Phase 1 wraps up. Q4 2028 (Fall) Q1–Q2 2029 (Winter/Spring) Q3–Q4 2029 (Summer/Fall) Q1–Q2 2030 (Winter/Spring) Q2–Q4 2030 (Spring/Summer) Q4 2030–Q2 2031 (Fall/Winter/Spring) Q3–Q4 2031 (Summer/Fall) Q1–Q2 2032 (Winter/Spring) Completion of landscaping in Phase 3, including Colony Park. Phase 1 Residential Sales closed out. PHAS E T WO Westward Expansion Timeline: Q4 2028–Q2 2030 Geographic Area: The northwestern section of the development, connecting to Phase 1. D E V E LO P M E N T S C H E D U L E 11 Final paving of all remaining streets. PHAS E FOU R Final Build-Out of Site Development Timeline: Q2 2032–Q4 2033 Geographic Area: The remaining north- eastern section of the property. Q2 2032–Q4 2032 (Fall/Winter) Q3–Q4 2033 (Winter) Q1–Q2 2033 (Spring/Summer/Fall) Project completion and final inspections for all horizontal construction. Completion of all remaining common area landscaping and pocket parks. Begin site clearing and grading for the final phase areas.Extend all utilities and infrastructure to the final lots. Pouring of curbs, gutters, and base course of asphalt for all remaining streets. Vertical Buildout Continues Timeline: 2034–2036 Though horizontal construction and final plat of all phases is expected to be completed by the end of 2033, vertical construction and residential sales are expected to continue through the end of 2036 with final homes sales closing out sometime in the year 2037. The absorption rate expected for homeowners in this area is roughly 50 homes per year in a new neighborhood. With +/- 413 homes slated for construction, the expectation would be an 8-9 year timeline after the first house is sold for this neighborhood to obtain full capacity. Phase 2 vertical buildout complete. Phase 3 vertical construction begins. Phase 4 Final Plat Recorded. Horizontal Development Complete.Transition of HOA control to residents once all homes are constructed. 3(d L..4 h naJ3t yt l II । I Yav D S 1 r •Jry avy 7 I ■4- X17 4 ■ ( 1 1. V (R W GW WW W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL 1 2 3 4 56 7 89101112131415 16 17 18192021222324252627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58596061626364 6566676869707172 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 106 105 108 90 91 9293949596 9798 99 100101102 103 104 107 109 110 111 112 113 114 115 116 117 118 119 120 121122 123124125 126 127 128 129 130 131 132 133 134135136137138139140 141 142 143 144 145 146 147 148 149 150 151 152153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194195196197198199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217218219220 221222223 224225226227 228 229 230 231 232 233 234 235 236 237238 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 262 263 264 265 266 267268269270271272273274 275276277278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296297298299300301 302 303 304 305 306 307 308 309 310 311 312 313 318 319 320321322323324325326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392393 394 395 396 397398399400401402 403 404 405 406 407 408 409 412 411 410 100' HIGHWAY CONSTRUCTION SETBACK (FROM CENTERLINE OF R.O.W) 314 315 316 317 239 261 413 L1.0 8 5 5 . 5 3 9 . 5 0 8 6 PH A S I N G P L A N F O R : CO L O N Y V I L L A G E Fa i r h o p e , A L NO T T O S C A L E SC A L E : AU G 2 0 2 5 DA T E : PHASE 1 PHASE 2 PHASE 3 PHASE 4 GREENWAY RESTORATION IN PHASE 1 NOTE 1. THE PORTION(S) OF STORMWATER MANAGEMENT ILLUSTRATED WITHIN THE TWO (2) HATCHED AREAS SHALL REQUIRE INSTALLATION OF ALL DRAINAGE IMPROVEMENTS AS PART OF THE PHASE 1 CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL STORMWATER STRUCTURES, PIPING/CULVERTS, AND ANY PLACEMENT OF FILL DEEMED NECESSARY FOR THESE CROSSING AREAS. THESE AREAS SHALL BE DESIGNATED AS COMMON AREA ON THE PHASE 1 FINAL PLAT, ALONG WITH ALL REQUIRED SERVITUDES FOR THE ASSOCIATED DRAINAGE IMPROVEMENTS. ALL REMAINING ROADWAY IMPROVEMENTS FOR THESE CROSSINGS SHALL BE CONSTRUCTED DURING PHASE 3, AT WHICH TIME THESE AREAS SHALL BE DESIGNATED AS RIGHT‑OF‑WAY ON THE PHASE 3 FINAL PLAT. PHASE 1 LOT COUNT: 109DESCRIPTION QUANTITY UNIT TOWNHOUSE LOTS 39 COUNT VILLAGE COTTAGE LOTS 52 COUNT NEIGHBORHOOD COTTAGE LOTS 18 COUNT PHASE 2 LOT COUNT: 90DESCRIPTION QUANTITY UNIT 61 COUNT NEIGHBORHOOD COTTAGE LOTS 29 COUNT PHASE 3 LOT COUNT: 107DESCRIPTION QUANTITY UNIT TOWNHOUSE LOTS 23 COUNT 57 COUNT NEIGHBORHOOD COTTAGE LOTS 19 COUNT PHASE 4 LOT COUNT: 107DESCRIPTION QUANTITY UNIT 31 COUNT NEIGHBORHOOD COTTAGE LOTS 50 COUNT SEE NOTE 1 BOTTOM OF THIS PAGE GRAND TOTAL LOT COUNT: 413 PHASE 1 (CONTINUED) SIGNATURE LOTS 8 COUNT SIGNATURE LOTS 26 COUNT VILLAGE COTTAGE LOTS VILLAGE COTTAGE LOTS VILLAGE COTTAGE LOTS D E V E LO P M E N T P H A S I N G P L A N 12 a55J-1 I I _/\\LL_SA)B I I ly6I TII•|I I I 1<|1I- 1 11<<___Eo \< 7 A5 V i!)C GiiilA /i•d (Pl------I 7TTI1111yriiiiiii I l _u__ M 9I I —U1 32 - it c/o AwAr N i i j i i/ 2) HdT OE"__ 1— E' • l i i i i i/ / 13 Colony Village will only have ‘For Sale’ res- idential products with a variety of building footprints including townhomes, cottages, and single-family homes. All sales will be subject to the approval of Fairhope Single Tax Leases. Our proposal represents a careful, phased approach to Traditional Neighborhood De- velopment that prioritizes smart growth principles to ensure a sustainable and or- ganic expansion. To mitigate immediate impacts, we have agreed to execute all traffic improvements at Hwy 104 and Gallery Blvd—including the installation of the signal—during Phase 1, ensuring roadway capacity is increased before new residents arrive. Additionally, to alleviate concerns about rapid population growth, we are offering a condition of approval that strictly limits us to 70 homes per year. With a two-year infrastructure runway and an eight-year buildout, this development will be a gradual, controlled process rather than a sudden shock to the local system. STAT E M E N T O F A P P L I C A N T ’ S I N T E N T I O N S Expectations for Residential Sales proposed are as follows: AA . 25 1 . 3 s *O . .3 83 4 d D " ' — % ' 14 * I a W -- - - - - N i ?n "d 'I 4 I [7 me In i 1 ’ Ls ' J 7 i l ■ V C h .h 1 eg 7. . 0 4t A “ X IE = l i Im = E l ■| i . 2 T. 6, " se 20 * we d A s $ i 3 0 , x , ; ‘ 8 7 , 7 |? • "I V B « s - 1 ; y a n A T7 — d o 14 C A R E & M A I N T E N A N C E P L A N F O R C O M P L E T E D D E V E LO P M E N T Colony Village is designed to be a premier neighborhood development within the City of Fairhope, offering residents a high-quality living experience with exceptional amenities and beautifully maintained common spaces. IIMAINTENANCE OF COMMON AREAS AND OPEN SPACES The HOA will contract with licensed and insured professional service providers for the comprehen- sive maintenance of all common areas. LANDSCAPING AND TURF MANAGEMENT • Mowing and Edging: All turf areas, including parks, boulevards, and road shoulders, will be mowed, edged, and trimmed on a regular weekly schedule during the growing season (typically March-October) and as needed during the dormant season. • Fertilization and Weed Control: A compre- hensive, year-round turf management pro- gram will be implemented, including fertil- ization, pre-emergent and post-emergent weed control, and pest/disease treatment. • Trees, Shrubs, and Plantings: All trees, shrubs, and ornamental plantings in common areas will be professionally maintained. This includes regular pruning, fertilization, mulch- ing of beds, and disease/pest control. Dead or diseased plants will be promptly replaced. IGOVERNING BODY To ensure the lasting beauty, safety, and value of the community, a robust and active Homeowners’ Association (HOA) will be established. Upon the final platting of the development and the dedication of the common areas, the Colony Village HOA will assume full responsibility for the permanent care and maintenance of all open spaces, recreational areas, common areas, private streets, and drives. The HOA will be funded through mandatory as- sessments levied on all property owners and will be managed by a professional property manage- ment company under the direction of an elected Board of Directors. The HOA will operate in accordance with its Cov- enants, Conditions, and Restrictions (CC&Rs) to uphold the highest standards of care for the entire community. Included here is an example outline of items we generally include in HOA CC&Rs. • Seasonal Color: Flower beds at entrances and key focal points will be planted with seasonal flowers to enhance the aesthetic appeal of the neighborhood. IRRIGATION SYSTEM • A professionally managed irrigation system will service all landscaped common areas. The system will be adjusted seasonally to ensure efficient water usage and optimal plant health. • Fertilization and Weed Control: A compre- hensive, year-round turf management pro- gram will be implemented, including fertil- ization, pre-emergent and post-emergent weed control, and pest/disease treatment. • Trees, Shrubs, and Plantings: All trees, shrubs, and ornamental plantings in common areas will be professionally maintained. This includes regular pruning, fertilization, mulch- ing of beds, and disease/pest control. Dead or diseased plants will be promptly replaced. • Seasonal Color: Flower beds at entrances and key focal points will be planted with seasonal flowers to enhance the aesthetic appeal of the neighborhood. HARDSCAPES AND SITE FURNISHINGS • Sidewalks, walking trails, plazas, and path- ways will be kept clean and free of debris through regular sweeping and pressure wash- ing as needed. • Any cracks or damage to hardscapes will be repaired promptly to ensure safety. • Benches, trash receptacles, bollards, and oth- er site furnishings will be regularly inspected, cleaned, and repaired/replaced as necessary. IIIMAINTENANCE OF RECREATIONAL AREAS The Colony Village Greenspace Network is a cen- tral feature of the community. The HOA is com- mitted to maintaining these areas to the highest standard for the enjoyment of all residents. • Parks and Greenspaces: General landscape and turf management as outlined in Section II will apply. Lawns will be kept suitable for free play and community events. • Playground: The playground equipment in Colony Park will undergo a certified safety inspection annually. Routine inspections will be conducted to identify any potential hazards, such as loose hardware or broken components. The ground surface (e.g., engi- neered wood fiber) will be maintained at the proper depth. • Sports Courts (Basketball & Pickleball): Courts will be cleaned of debris. Surfaces will be pressure washed as needed. Nets, hoops, and fencing will be inspected for integrity and repaired as needed. LIGHTING AND SIGNAGE • All streetlights, pedestrian lighting, and land- scape accent lighting within the common areas will be inspected regularly. Burned-out bulbs will be replaced, and malfunctioning fixtures will be repaired. • Community signage, including the main entrance sign, street signs, and wayfind- ing signs, will be kept clean, legible, and in good repair. C A R E & M A I N T E N A N C E P L A N 15 • Splash Pad (Pocket Green): The splash pad will be professionally serviced and main- tained. During the operational season, water quality will be tested, and filtration systems will be cleaned and backwashed according to manufacturer specifications. The system will be properly winterized during the off-season. • Dog Ramble / Dog Park: The fenced dog park area will be inspected for any damage to the fence or gates. Waste stations will be stocked with bags, and receptacles will be emptied twice weekly or as needed. The turf will be maintained to withstand heavy use. • Community Amenities (Pavilions, Restrooms, Fire Pits, Grills): • Pavilions, community gardens, and other gathering spaces will be cleaned. • Trash and recycling receptacles through- out the recreational areas will be emptied regularly, with increased frequency during peak usage. To ensure high maintenance standards are pre- served in perpetuity, the community’s Declara- tion of Covenants, Conditions, and Restrictions (CC&Rs) will mandate the engagement of a pro- fessional property management company. This firm will be contracted initially by the De- veloper, and subsequently by the Homeowners Association (HOA) upon transfer of control, to execute the daily cleaning, upkeep, and waste removal services for all recreational areas and common spaces. This structure guarantees that professional main- tenance is not only a current intent but a perma- nently budgeted and legally binding obligation. C A R E & M A I N T E N A N C E P L A N 16 Z O N I N G A P P L I C AT I O N 1 7 or FA/ Oel “LABAM ZONING APPLICATION CITY OF FAIRHOPE P.O. Box 429 Fairhope, AL 36533 (251) 928-8003 Z O N I N G A P P L I C AT I O N 1 8 Page 2 of 6 or FA/ 0 LABAM ZONING CHAGE APPLICATION Planning Commission: The Planning Commission will conduct the required public hearing and has three (3) options: 1) recommend approval to the City Council; 2) recommend denial to the City Council; or 3) table the request for further study. Authority: The City of Fairhope is authorized under the Code of Alabama, 1975 to create, establish, and amend zoning districts throughout the corporate limits. Zoning Change Application Submission: The zoning change application must be complete. An application is not considered complete unless all required documents are provided at the time of submission. An incomplete application may not be accepted by staff. City Council: The City Council will conduct the required public hearing and consider the recommendation of the Planning Commission. The Council has four (4) options: 1) deny the request; 2) approve the request; 3) table the request for further study; or 4) return the request to the Planning Commission for re-consideration. Deadlines: The City of Fairhope wishes to expedite the zoning change process in the best and most effective manner possible. To that end, it is important that deadline times and dates are adhered to by the applicant. Public Notice: All zoning change applications are required by State Law to give notice in both the newspaper and to all real property owners with 300 feet of the proposed change. The cost of this notice is paid by the applicant. All notice charges are paid at the time of application submission. Zoning change requests are a public hearing at both the Planning Commission and the City Council meetings. All interested persons will be given the opportunity to speak either pro or con for the proposal. The City Council has final authority in determining if a zoning change request is approved. 7 Z O N I N G A P P L I C AT I O N 1 9 Page 3 of 6 or FAI UM LABAM ZONING CHANGE FLOW CHART Consultation with Staff — Disapproval Approval City Council Consideration Staff Review of Submission 79 P1 Completed Application Property Map Map of adjacent properties with zoning Names and addresses of property owners within 300 ft. Zoning Change Application Submittal Planning Commission Consideration Z O N I N G A P P L I C AT I O N 2 0 Page 4 of 6 or FAI "LABAM APPLICATION FOR ZONING DISTRICT CHANGE State: AL 36526Zip: City: Covington State: LA Zip; 70433 see attachedProperty Legal Description: YES NO NO NO Zoning Fee Calculation: Corp, an authorized Single Tax representative shall sign is application re Y-/Y. 2 Date Fairhope Single Tax Corp. (If Applicable) Cew hen E. Daudson, I certify that I am the property owner/leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned by Fairhope Single Tax Character of Improvements to the Property and Approximate Construction Date: Residential development with stormwater, landscaping, & amenity design. 1/1/2027 Reason for Zoning Change: Zoning change is for the enhancement of the property as to be able to develop a thriving Fairhope community for all to enjoy. Property Map Attached Metes and Bounds Description Attached Names and Address of all Real Property Owners within 300 Feet of Above Described Property Attached. Current Zoning of Property: RA in the County______________ Proposed Zoning/Use of the Property: PUD in the City of Fairhope Property Address: 10501 ST HWY 104 Fairhope, AL 36532 Parcel Number: 05-46-01-02-0-000-001.505_____ __________ ‘0 Street Address: PO Box 1527 City: Daphne_________________ Bertolla Properties, LLC Property Owner/Leaseholder Printed Name Property Owner / Leaseholder Information Name: FST AND BERTOLLA PROPERTIES LLC phone Number: 251-947-2932 Applicant / Agent Information If different from above. Notarized letter from property owner is required if an agent is used for representation. Na me: Core Development and Construction of Alabama, LLC Phone Number: (985) - 351 - 4814 Street Address: 1321 Ochsner Blvd, Suite 201_______________________ C Z O N I N G A P P L I C AT I O N 2 1 Page 5 of 6 or FAI FO0. LABAM ORDINANCE NO. 1054 BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAIRHOPE ALABAMA, THAT: The applicant is also required to post on the property being considered for a zoning change a sign that gives public notice. This sign shall be posted adjacent to a publicly dedicated street. The sign shall be furnished by the City at the time of application. The sign shall be no later than 15 days before the Planning Commission meeting and shall remain posted until after final action by the City Council. The applicant shall remove the sign from the property and return it to the City within 2 days of final action by the City Council. It is the sole responsibility of the applicant to post the sign in accordance with these regulations. Failure to post this sign may result in nullification of the zoning change decision and application. Adopted this the 10th day of May 1999. James P. Nix, Mayor Geniece W. Johnson, City Clerk AN ORDINANCE AMENDING ORDINANCE NO. 557 KNOWN AS THE ZONING ORDINANCE TO REQUIRE THAT PUBLIC NOTICE SIGNS BE POSED ON PROPERTY BEING CONSIDERED FOR A ZONING CHANGE 3. Effective Date This ordinance shall be in full force upon its adoption and publication as provided by law. 1. The ordinance known as the Zoning Ordinance (No. 557) Section 8.61, amended by Ordinance 1025, is hereby amended to insert the following paragraph: 2. Severability Clause If any section, subsection, sentence, clause, or phrase of this ordinance is for any reason held to be unconstitutional or otherwise invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. ❖ WHEREAS, The City of Fairhope, Alabama has recognized that the planning process is open to public participation and input, and ❖ WHEREAS, The City of Fairhope , Alabama realizes that planning decisions that impact the city should be publically known, and ❖ WHEREAS, The City of Fairhope, Alabama desires to maximize public knowledge and input into the planning process, and ❖ WHEREAS, The City of Fairhope, Alabama is dedicated to serve the citizens of the community by keeping them informed about potential change, Z O N I N G A P P L I C AT I O N 2 2 Page 3 of 6 or FAI OL1 () LABAMP Core Development and Construction, LLCBy signing below, I , (applicant) do hereby certify that .issioPlanning & Zoning C Signature of Applicant or.Authorized Agent Date of Application Hearings on Zoning Change applications require notification to all property owners within 300 feet of the property under consideration for the change. This list must be the most current property owners’ records available from the Baldwin County Revenue Office. the property owner list attached to this application was obtained from the Baldwin County Revenue Office and is a complete list of all real property owners/lessees within 300 feet of the parcel submitted for consideration by the CERTIFICATION OF PROPERTY OWNER NOTIFICATION LIST As Required by the City of Fairhope A N N E X AT I O N R E Q U E S T 2 3 Required Submittals for Annexation 5. Tax Parcel Number as assessed 6. Owners current mailing address and telephone number 7. Size (acres or square feet) of property to be annexed. 8. If land is occupied, number of persons in residence. If land is unoccupied, so state. ***The City of Fairhope annex quarterly at the second City Council meeting of the following months: January, April, July, and October. The deadline for submitting all documentations for annexation is by 5:00 p.m. on the second Monday of the following months: January, April, July, and October. Post Office Drawer 429 Fairhope, Alabama 36533 Telephone 251/928-2136 Fax 251/928-6776 In order for your request for annexation to be considered the City must have the following information from you: 1. ANNEXATION PETITION - signed by ALL OWNERS of the land to be annexed. All signatures must be notarized. 4. PHYSICAL ADDRESS OF PROPERTY TO BE ANNEXED - If property is vacant you must have 911 assign address. 2. A copy of your deed with legal description of land to be annexed. Include book and page of recordation. (Exhibit AA@) 3. A map showing the property to be annexed and how it is contiguous to the city. (Exhibit AB@) City of Fairhope, Alabama City Clerk A N N E X AT I O N R E Q U E S T 2 4 ADVANTAGES DISADVANTAGES Post Office Box 429, Fairhope, AL 36533, Telephone # 251/928-2136 Fax # 251/928-6776 Page 1 Public Improvements such as paving of roads, sewer system, and water service, etc. are installed if 51% of the property owners are in favor of the improvement. A 10-year assessment is levied against your property, unless a grant is secured. There are other regulations enforced, and you are welcome to view the City Code book, Zoning ordinances, and other materials to see if any ordinances/regulations apply to you and/or your subdivision. You may also contact the building department regarding building and zoning, drainage and stormwater management, and inspections issues. ’ Vote in Municipal Elections - only if this is your primary residence ■ Two garbage pickups each week ■ One recycle pickup each week ■ One trash pickup each week * Use of City dump * Utility rates decrease ■ Cost of sewer tap fee is less ■ Fire/Police Protection and protection w/in PJ ■ City maintain right-of ways not County ■ Access of City animal shelter ■ Limit on the number of animals you may have ■ Streets are resurfaced at no cost ■ Mobile homes are grandfathered in ■ Replacement of home and/or renovation of homes must meet City of Fairhope Building Regulations. ■ Property tax increase by 15 mills - $150/$100,000 value ■ Must pay full business license fee w/in PJ pay _ business license fee. ■ Businesses that are not in operation for 1 year or more zoning will convert to RI zoning. ■ Replacement of mobile homes is not allowed unless the area is zoned for mobile homes. CITY OF FAIRHOPE ADV ANTAGES/DISADV ANTAGES OF ANNEXATION A N N E X AT I O N R E Q U E S T 2 5 ofFAL tag . J PETITION FOR ANNEXATION The subject land is delineated on the map attached hereto as EXHIBIT B. This petition is filed under authority of Section 11-42-21, Code of Alabama, 1975, as amended. This petition is for R-1 Zoning PUD• The condition of the Petition is that zoning be established as Concurrent with Annexation,(Zoning Request) Is this property colony property Yes No. If this property is colony the Fairh must sign as a petitioner.pro AexZeADevo / Signature of Petitij Print petitioner’s nameFer ture of Petitione Petitioner’s Current Physical Address:Petitioner’s Current Mailing Address: ,1/-xl52Z2=2Lu •/25252 Telephone Number(s): Home County Tax Parcel Number: 05-46-01-02-0-000-001.505 STATE OF ALABAMA COUNTY OF BALDWIN )( )( We, the undersigned PETITIONERS), owner(s) of the lands in fee simple described in the attached EXHIBIT A such property being without the Corporate Limits of the City of Fairhope, Alabama, but being contiguous to the said Corporate Limits; and such property not lying within the corporate limits or police jurisdiction of any other municipality, do, by these presents, hereby petition the City of Fairhope, a municipal corporation, that said property be annexed into the City of Fairhope, Alabama. ro pi ingle Tj ( CITY OF FAIRHOPE P.O. DRAWER 429 FAIRHOPE, AL 36533 251/928-2136 5/6/0 -003 / Work Signature of Petitioner . . —Fal rhope SIM clx C7-es ■ Physical Address of property being annexed: 10501 St. Hwy 104, Fairhope, AL 36532 Print petitioner’s name Re ube E _ Dauidlson , Print petitioner’s name A N N E X AT I O N R E Q U E S T 2 6 U.S JUSTICE DEPARTMENT INFORMATION 148 acresSize of property (acres or square feet) 0If property is occupied, give number of housing units 0Number of Persons residing in each unit, and their race Residential DevelopmentIf property is unoccupied, give proposed use Commercial component expected to have +/- 40,000 square feet (Seal) Given under my I land and Seal this day of ,20 (Seal) Notary Public My commission expires a Notary Public in and for said State and County, herebyI, De dalsm . 77Z whose name(sXisare signed to the forgoing e known to me, this day appeared before me and, being first duly sworn, acknowledge thatheishe/they have voluntarily executed this Petition on this day same bears date. Notary Public +04/202.-CD My commission expires 6 □ □ □ □ □ Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. If property is being developed as a subdivision, give subdivision name Colony Village Number of lots within proposed subdivision 416 residential certify thatZe.b Petition and whoi: MELISSA LAWRENCE NOTARY PUBLIC, ALABAMA STATE AT LARGE 1,_______ certify that Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this W day of Puqust, 20 25 , a Notary Public in and for said State and County, hereby whose namc(s) is/are signed to the forgoing a Notary Public in and for said State and County, hereby . whose name(s) is/are signed to the forgoing I, Nelissa LOwAc_i certify that A\edode ft. Retowa OOm Xowd/C Notary Public . My commission expires i, 3 1 ' MY COMMISSION EXPIRES JUN. 06,2026 oaf ANN,,, $A VO% §(‘018 sold "s os Given under my Hand and Seal this Z5dyoyas . 20* S ECT I O N T W O Supporting Documentation ()■NJ ( J/ G(N L E G A L O V E R V I E W O F T H E P R O P E RT Y L E G A L D E S C R I P T I O N / B O U N D A R Y S U R V E Y 2 9 E 958.91 44"E 20.14’ BR714 S89’51 01”E 1,330.33’S89:49‘52"E 1,290.58' 46,8 I— -40 6 to \ q 1//(g‘_ «I 951 I k \ \ ,90”o.l \\yA \ - —95- -(\to V - -100- _ ‘os \I I 48(S? !/)4‘ 0—105* —(€N l!\ — -100- — —%!i ( --95—" 'I\))V N -vri ET.f1 VS \I A‘N89*41‘20”W 676.31’ — S102-.-Q____ ,A S89’52’20"E 330.03’\-/------ 4-L V0 1.YBr730666.44 (R)S89‘52‘20S1040o J8o)\ % 7o g1) “f A ' 1 /%)&,\%SO'" rss S (E/E 6/.— — -807UACl‘85.e—vBR7363)“o \co%AY‘, A PORTION OF THE SOUTHWESTOF THE EASTA PORTION REAL PROPERTY BOOK 695, PAGE 801 5BR7105 2—%- QUARTER OF THE SOUTHEAST QUARTER I P )—90-cn/O o 'O 2)—95-7S \7 I% 4971 1 )4; /i\(V.$1 t ) 1!soon?X— 658.86‘ x (.BR7041 S89*57‘03"E 328.06‘ BR702671.59‘330.26'<BR733.8-S103 23<N89*57‘03"W 1,001.86’—N89’56’30”W 1,323.91’BR701N89‘56‘16”W 149.88’/ BB2 J) VARIABLE R/W SEE SHEETS 2 THRU 5 FOR EXISTING IMPROVEMENTS ) 665.054_ SEE SHEETS 2 THRU 5 FOR EXISTING IMPROVEMENTS INSTRUMENT 2035405 8 / y I ( 8 INSTRUMENT 2043464 \ I I I / 1 \ H 2) H ) I V\ I 1 > ! HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER * I I ) 1 J / ) I (/) BR707j ON-LINE 2.00‘ WEST 05 C ) / I V I I o O. ) I/ I I \ ) I I I( I I \ \ / \\ I ( I I r / I ( i i ) ? I s / \ J _ -85 \ V I )! \\ i i i I$ । I // i i I i/; I I I I I \ \ । I \ I I i \ 1 I( I I ) I<\ }) I ? I 1 1 I I/ !) I 1 I i I I i O) o I I SEE SHEETS 2 THRU 5 FOR EXISTING IMPROVEMENTS - ( ) ) \ 1 1 _BR706 ON-LINE V 2.00' NORTH' / I I \\ ( I A PORTION OF THE NORTHEAST QUARTER OF THE \ SOUTHWEST QUARTER . V 1 ) / S NORTHWEST QUARTER OF THE SOUTHEAST QUARTER ) ) 1 1) y 8 ‘85 BR709 /ON-LINE / 1.95‘ NORTH , \ \ L y '\\ I I I 1\ \F V O ( 953 F 1o CM \ ' V V I( V ) ( 1 I I / W fl .6 8 to X S 2 8 1 1 O C tO1 ) 8 I I I i K 2 1 1 4 x BR704____ -------. -TBR705 --01 - STATE HIGHWAY 104 i i I ,S89*4919 E 1,330.24 / o INSTRUMENT) 1904797 ;3s 7 1 I s , ,1 ) ' I K 11 /Y V I t — \ () 8 I l 100-— S00*41‘30"E 19.61' 8 1 | I A—BR1 ’ // t k ( 1 s I 2 / Ps 1 6 "I / 3 % / 1 S105 ON-LINE 5.00‘ EAST DEED BOOK 353, BR/21 BR728 PAGE 459 -1 ,BR717 N1733‘25"E 34.41’ / SAINT MICHAEL CATHOLIC HIGH SCHOOL LOT 2 CORTE SUBDIVISION SLIDE 2537-D 01/24/20256S-2E-02-05 JADE CONSULTING24-1204J.O. NO. COMP. FILE DATE OF LAST FIELD WORK CLIENT3063, DWG. NO. SURVEY TYPE: BOUNDARY & TOPOGRAPHIC SURVEY_______________________ BEARING REFERENCE: STATE PLANE GRID, NAD 83, AL WEST ZONE, U.S. SURVEY FOOT ___________________ BR711 THE NORTHEAST CORNER OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION SLIDE 2963—A, B&C | l S00*26‘09"W 11.48‘ ) 1 I I I POINT OF BEGINNING THE NW CORNER OF THE NE QUARTER OF THE SW QUARTER OF SECTION 2, T-6-S, R-2-E, BALDWIN COUNTY, ALABAMA 1" I I I ) I । / i ( I I I INSTRUMENT I I 2097556 IIr| IX•‘ )/ II II H d II j ( 11 BR106 ON-LINE V 5.00‘ NORTH. LEGAL DESCRIPTION MORE PARTICULARLY DESCRIBED AS FOLLOWS; i"2; THENCE RUN NORTH 00*-26"-09" EAST ALONG THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF PROPERTY CORNER/CONTROL POINT DATA NOTES 1. 2. 3. 5.DISTANCES SHOWN HEREON ARE STATE PLANE COORDINATE GRID DISTANCES. SCALE FACTOR 0.99994656. 6. N SURVEYOR CERTIFICATION EW S 0 200 400 600 veGiSTer..*1” = 200’NO.’)36 47 JANUARY 27, 2025 "Imnnws 251-342-2640SHEET 1 OF 5 WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS 112.75 CAPPED REBAR (WATTIER) (WITNESS) 112.56 CAPPED REBAR (WATTIER) (WITNESS) 100.46 CAPPED REBAR (WATTIER) (WITNESS) 101.55 CAPPED REBAR (WATTIER) (WITNESS) THE PROPERTY DESCRIBED HEREON IS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NO. 01003C0661 L & 01003C0662 L, DATED 04/19/2019, AND IS SHOWN TO BE IN FLOOD ZONE "X-UNSHADED". STATE OF ALABAMA COUNTY OF BALDWIN THIS SURVEY DOES NOT REFLECT ANY TITLE OR EASEMENT RESEARCH OTHER THAN WHAT IS READILY VISIBLE ON THE SURFACE OR PROVIDED BY THE CLIENT. 4318 Downtowner Loop N., Suite H Mobile, Alabama 36609 BEARINGS SHOWN HEREON ARE STATE PLANE COORDINATE GRID BEARINGS. CONVERGENCE ANGLE FROM GRID NORTH TO GEODETIC NORTH IS -00' 10’ 24” AT N 198604.008, E 1861063.138. I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED ON-SITE VIA STATIC GPS OBSERVATIONS THAT WERE PROCESSED WITH OPUS. HORIZONTAL COORDINATES SHOWN HEREON ARE REFERENCED TO STATE PLANE COORDINATES, ALABAMA WEST ZONE, NAD 83, U.S. SURVEY FOOT, AND WERE ESTABLISHED ON-SITE VIA STATIC GPS OBSERVATIONS THAT WERE PROCESSED WITH OPUS. THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER; AND A PORTION OF THE WEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, ALL LYING IN SECTION 2, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA; BEGINNING AT A CAPPED REBAR (19254) AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY ALABAMA; THENCE RUN SOUTH 89*-49‘-19" EAST ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST OF SAID SECTION 2 A DISTANCE OF 1,330.24 FEET TO A CAPPED REBAR (ILLEGIBLE) AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2; THENCE RUN SOUTH 89-5l'-01” EAST ALONG THE NORTH UNE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2 A DISTANCE OF 1,330.33 FEET TO A CAPPED REBAR (ILLEGIBLE) AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2; THENCE RUN SOUTH 00-11 ’-23” WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2 A DISTANCE OF 1,326.46 TO A CAPPED REBAR (LAWLER) AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2; THENCE RUN SOUTH 89 -52’-20” EAST ALONG THE NORTH LINE THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2 A DISTANCE OF 330.03 FEET TO A CAPPED REBAR (WATTIER) AT THE NORTHEAST CORNER OF THE WEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 2; THENCE RUN SOUTH 00'-17’-30” WEST ALONG THE EAST LINE OF THE WEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTI0N2 A DISTANCE OF 1,261.09 FEET TO CAPPED REBAR (WATTIER) ON THE NORTH RIGHT-OF-WAY LINE OF ALABAMA HIGHWAY 104 (VARIABLE R/W); THENCE RUN NORTH 89-57-03” WEST ALONG SAID NORTH RIGHT-OF-WAY LINE A DISTANCE OF 1,001.86 FEET TO A CONCRETE MONUMENT; THENCE RUN SOUTH 00-41-30” EAST ALONG SAID NORTH RIGHT-OF-WAY LINE A DISTANCE OF 19.61 FEET TO A CONCRETE MONUMENT; THENCE RUN NORTH 89-56-30” WEST ALONG SAID NORTH RIGHT-OF-WAY LINE A DISTANCE OF 1,323.91 FEET TO THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 2; THENCE RUN NORTH 00-32-01 ” EAST ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 2 AND A PROJECTION THEREOF A DISTANCE OF 1,294.79 FEET TO A NAIL & DISK IN THE CONCRETE FOOTING OF A FENCE POST; THENCE RUN NORTH 89 -41’-20” WEST A DISTANCE OF 676.31 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SAID SECTION 2 A DISTANCE OF 1,314.90 FEET TO THE POINT OF BEGINNING. THE DESCRIBED PARCEL CONTAINS 148.88 ACRES, MORE OR LESS. ELEVATION 112.04 83.87 99.41 97.72 95.12 96.19 NORTHING 198,519.84 198,534.95 198,594.87 198,615.00 198,616.15 198,596.54 198,599.87 198,597.89 199,877.93 199,207.46 199,884.81 201,211.15 201,207.02 201,203.54 201,232.54 201,199.74 199,874.22 199,877.09 201,240.20 198,598.05 199,324.72 198,604.01 199,892.62 198,615.29 199,876.36 199,896.26 199,901.32 EASTING 1,859,620.21 1,861,901.34 1,862,234.57 1,862,234,50 1,860,904.58 1,860,904.82 1,859,580.93 1,859,578.94 1,861,912.86 1,859,586.59 1,858,916.58 1,858,926.67 1,860,256.90 1,861,587.22 1,862,888.17 1,862,877.79 1,862,871.77 1,861,582.83 1,860,290.09 1,859,431.03 1,858,921.69 1,861,063.14 1,859,592.97 1,861,906.44 1,861,912.86 1,858,921.67 1,858,916.72 90.44 115.34 100.11 104.75 106.26 105.99 114.62 115.23 109.36 88.51 107.20 114.72 100.42 90.72 101.47 82.62 90.85 POINT BR1 BR2 BR701 BR702 BR704 BR705 BR706 BR707 BR709 BR710 BR711 BR713 BR714 BR717 BR720 BR721 BR728 BR730 BR731 BR733 BR736 01 S102 S103 S104 S105 S106 MX 4 ‘Zaz MARK A. WATTIER, PLS ALABAMA REGISTRATION NO. 20364 NABAM,s.o“cisrP2. C 1" OPEN TOP PIPE CAPPED REBAR (ILLEGIBLE) 4”x4" CONCRETE MONUMENT CAPPED REBAR (19254) CAPPED REBAR (ILLEGIBLE) CAPPED REBAR (ILLEGIBLE) CAPPED REBAR (ILLEGIBLE) CAPPED REBAR (ILLEGIBLE) CAPPED REBAR (LAWLER) CAPPED REBAR (LAWLER) CAPPED REBAR (ILLEGIBLE) CAPPED REBAR (CARRIER) ________1/2" REBAR__________ RED CAPPED REBAR (WATTIER) NAIL & DISK (WATTIER) CAPPED REBAR (WATTIER) CAPPED REBAR (WATTIER) ________ DESCRIPTION_______ RED CAPPED REBAR (WATTIER) RED CAPPED REBAR (WATTIER) 6”x6" CONCRETE MONUMENT 6’’x6” CONCRETE MONUMENT 6”x6" CONCRETE MONUMENT 6"x6” CONCRETE MONUMENT // )/I — 1105-VN44,59'59’’E) 46.93’(BR731 (.X1 VACATED ROADWAY I I I) INSTRUMENT 1998737 PARCEL FOUR 3 !> ) n J n7\ Ig ( \ LOT 1 CORTE SUBDIVISION SLIDE 2537-0 1 1 VA R I A B L E R / W SA I N T M I C H A E L W A Y F S T L A N D L E A S E 3 0 I FAC—•imalh LH ou 23rd August 2001 , BY AND BETWEEN FAIRHOPE SINGLETHIS LEASE, MADE THIS. DAY OF. .OF , HEREINAFTER DESIGNATED AS THE "LESSEE." Page 1 of 2FSTC95 The Northeast Quarter (NE 1) of the Southwest Quarter (SW %); the East Half (E %) of the Southeast Quarter (SE %) of the Southwest Quarter (SW %); the Northwest Quarter (NW %) of the Southeast Quarter (SE %); the Southwest Quarter (SW 'A) of the Southeast Quarter (SE %) and the West Quarter (W %) of the Southeast Quarter (SE A) of the Southeast Quarter (SE %), comprising 147 acres +-; being land of the lessor and lying in Section Two (2), T6S, R2E, Baldwin County, Alabama. O O FOR THE TERM OF NINETY-NINE YEARS FROM THIS DATE SUBJECT TO THE CONDITIONS HEREIN STATED. PROTECTIONS INDICATED FOR MORTGAGEE^) WILL BE ENFORCED IF MORTGAGE INSTRUMENTS ARE RECORDED IN PROBATE. MAILING ADDRESS; P. 0. Box 1527 Daphne, AL 36526 I I TAX CORPORATION, "LESSOR", OF FAIRHOPE, BALDWIN COUNTY, ALABAMA AND, Bertolla Properties, L.L.C. WITNESSETH: THAT THE SAID FAIRHOPE SINGLE TAX CORPORATION; FOR AND IN CONSIDERATION OF THE ANNUAL RENTALS AND COVENANTS HEREINAFTER MENTIONED, HAS THIS DAY LEASED TO AND SAID LESSEE TAKEN POSSESSION OF THE FOLLOWING DESCRIBED PORTION OF LAND, TO WIT: as th (1) The said Lessee, his heirs, or successors, shall pay to the said Fairhope Single Tax Corporation, its successors or assigns, in equal payments, on the first days of January and July each year, the annual rental value of said land, exclusive of his improvements thereon, to be determined by the said Corporation through its Executive Council or Board of Directors, under its avowed principle of so fixing the rentals of its lands as to equalize the varying advantage of location and natural qualities of different tracts and convert into the treasury of the Corporation for the common benefit of its Lessees, all values attaching to such lands, exclusive of improvements thereon. And the said Lessee, for himself and his heirs, hereby expressly agrees that the said annual rent shall be determined by the said Corporation upon the principle just stated, and shall be expended by said Corporation, subject to the conditions hereinafter stated. (2) Lessee agrees not to authorize or permit any nuisance on the leaschold land, to comply with any applicable laws and ordinances of the City of Fairhope, County of Baldwin, and State of Alabama, and further agrees that Lessee will, by no act or omission to act, render Lessor liable for any violation of such city laws or ordinances or county or state laws. (3) In consideration of the agreement of said Lessee to pay the rentals herein provided for, the Fairhope Single Tax Corporation will pay all taxes, upon the land leased and the improvements and personal property (moneys and credits excepted) held by Lessee upon the land herein leased; or will accept from the Lessee on rent, receipts of the County Tax Collector or Clerk of City of Fairhope, for taxes paid to State, County, School Districts, or City, upon the improvements and personal property (moneys and credits excepted) held by Lessce upon the land herein leased; or, if all rent due be paid, will give him a certificate in amount equal to such acceptable tax receipts remaining, receivable from bearer at face value on rent, or in discharge of any indebtedness to the said Corporation; provided that said Lessee will appoint whomsoever may be designated by the Corporation as his agent to return his property for taxation where permitted by law so to do; that in no event shall the Corporation be bound to accept tax receipts on more than a fair assessed valuation of the property, on the basis required by law, or to a greater amount for any year than the rent for that year on the land on which such improvements and personal property are held. (4) And the said Fairhope Single Tax Corporation further agrees in consideration of the covenants of the said lease herewith evidenced, that no part of the rents paid by Lessee upon the land herewith leased, shall be appropriated as dividends to its members or any other persons, but that all shall be administered as a trust fund for the equal benefit of those leasing its lands. (5) And the said Corporation still further agrees, that in the distribution of the benefits which its purpose is to secure for residents upon its lands, no distinction shall be made between individuals, whether members of the Corporation or not, but that with the exception of the right of members as participants in the government of the Corporation, all shall be treated with strict equality. (6) It is mutually agreed that time is of the essence of this lease and that in the event Lessee shall fail to pay rent when the same is due or violate any of the other conditions of this lease and said breach remains uncorrected for a period of ninety (90) days, Lessor may declare a default and give written notice thereof by registered mail or its equivalent to Lessee and to any mortgagee (of the improvements on the leased land) at the last address of such mortgagee known to Lessor and will add interest on said rent payment from date due, at the then legal interest rate declared by the State of Alabama, and Lessor shall have a lien for the rent and the interest thereon to the date of reinstatement of the lease or sale as herein provided, whichever last occurs. In the event Lessee fails to correct a rent deficiency within 90 days of any breach thereof. Lessor agrees to notify mortgagee by registered mail of such default and Lessor hereby grants to mortgagee 60 days, beginning from the date of receipt of such notice, to cure Lessee’s rental default. Further, the mortgagee will be given 30 days written notice of the time, place and terms of sale of the property. In the event that the rent and interest thereon are not paid within six months after due date and said rent default has not been corrected by Lessee or mortgagee within sixty (60) days from date of written notice, then Lessor reserves the right (and Lessee agrees) at Lessor's option to re-enter the said leased land and to sell said mortgaged improvements at public sale at the front door of the Baldwin County Courthouse located in Fairhope, Alabama, for cash to the highest bidder, after first giving thirty (30) days written notice of the time, place and terns of sale, together with a description of the property to be sold by publication once a week for three consecutive weeks in a newspaper of general circulation in Fairhope, Alabama, and Lessor, its agent or attorney, may conduct such sale and make and execute in the name of the Lessee proper conveyance of the property to the purchaser and the Lessee hereby waives all right of redemption. The proceeds of said sale shall apply, first to the payment of the costs of said sale, including a reasonable attorney’s fee, second, to the payment of the amount of said indebtedness (including interest and reasonable attorney’s fee) which is secured by mortgages, to the holders thereof, third to the payment of any indebtedness to the Corporation, and the balance, if any, to be paid over to Lessee. The sale of the improvements by the foregoing procedure shall terminate all rights under this lease, provided, however, the purchaser at such sale, at purchaser’s option, may remove any improvements on the land. (7) The Fairhope Single Tax Corporation agrees that in case of its dissolution, either by voluntary act of its members or otherwise, and the division of its assets among its members, the said Lessee, if a member, shall be entitled to have the land herein described and leased - or so much of it as he may designate - included in his portion, at its actual value at the time, exclusive of improvements thereon, and if it exceed in value such portion, to purchase the excess at such valuation. If not a member, the Lessee may at such time acquire title to the land herein leased by paying to the Corporation its actual value exclusive of improvements upon it (8) The Fairhope Single Tax Corporation believes its title to the lands herein leased to be good, and will use every proper means in its power to maintain the same; but it is distinctly understood that the Corporation, acting only with the benevolent purpose to secure land and administer it for the benefit of those who may desire its use, shall not be held liable for any losses resulting from defects in its title. GJ CO OJ§ o This document prepared by Fairhope Single Tax Corporation 336 Fairhope Avenue F S T L A N D L E A S E 3 1 (she) (they) executed the same voluntarily on the day the si lears date Given under my hand this Notary fy Page 2 of2 .o whose name(s) is (are) signed to the foregoing instrument and who is (are) known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he NOTARY PUBLIC! MYCOMMISSR BONOEDTEUN 4Q0% This document prepared by Fairhope Single Tax Corporation 336 Fairhope Avenue taund r. 5, 2003 •? day of ceeg, <272227 C Mo+ 23rd AugustTHIS.J)AY OF.1 June 27,CORPORATIONBY ORDER EX. COUNCIL, wL.LC:e Socretiry,Lessee <+ shl } I, the undersigned Notary Public in and for said County in said State, hereby certify that _ Charles W. HamGeorge Gilmore and executed the same voluntarily for and as the act of said corporation. 500 /0.Se day of.Given under my hand this 26011L • Notary b (61 04 } I,Margaret Y. Best , a Notary Public, in and for said County in said State, hereby certify that President and Secretary of Fairhope Single Tax Corporation, a corporation signed to the foregoing conveyance and who are known to me, acknowledged before me on this day, that, being informed of the contents of the conveyance, they as such officers and with full authority, STATE OF ALABAMA BALDWIN COUNTY STATE OF ALABAMA BALDWIN COUNTY . 2001 2001 Alexander A. Bertolla (Bertolla Properties, LLC) NOTARY PUBLC sn MYCCMMMMM BOrEDTUNOn sidem—h : se j (9) The right is reserved by the Fairhope Single Tax Corporation to resume possession of all or any portion of the land herein described, for public purposes only, on payment of the appraised value of the improvements thereon. The terms of this paragraph do not apply during the time a mortgage exists on the leaschold interest and the improvements thereon. (10) Should it become necessary to determine the value of said land, or of the improvements thereon, in compliance with the provisions of clauses 3, 7, or 9, of this lease, the same shall be determined by three appraisers certified by the State of Alabama, to be selected as follows: the Corporation and the Lessee each choosing one and the third to be selected by the two. Should any Lessee fail to name his choice within thirty days after written notice by registered mail to do so, tire Corporation may name one for him. (11) Upon written request of Lessee, this lease and any leasehold interest evidenced hereby will be assigned to individuals, corporation, partnerships or associations. Request will indicate monetary consideration, if any, mortgagee, if applicable, and will be accompanied by an appraisal recently completed by a State of Alabama certified appraiser. If comparison of sales price and appraisal indicates additional land value is included in sales price then additional rent may be charged in consonance with Paragraph 1 pending reappraisal by Baldwin County Tax Assessor. If a mortgage exists, then mortgagee must approve assignment An orientation on the lease must be completed by new Lessee prior to issuance of new lease. (12) Surface rights only are hereby leased. All mineral rights are reserved by Lessor. (13) This lease may be terminated by the Lessee after six months notice in writing to the Corporation and the payment of all rent due to the end of such six months period. A Lessee having filed the required notice of desire to surrender, may dispose of any improvements thereon, (subject to the Corporation's lien for rent) but if not so disposed of, the land shall come to the Corporation, together with any improvements remaining thereon, without any claim of the surrendering Lessee on account of such improvements, and the Corporation may decline to accept a partial surrender of a leasehold where the portion surrendered or retained, would not, in its opinion, be desirable to other Lessees. The terms of this paragraph do not apply during the time a mortgage exists on the leasehold interests and improvements thereon or to a mortgagee that takes title as a result of foreclosure action or by bill-of-sale in lieu of foreclosure. If mortgagee desires, a new lease will he issued to mortgagec without requirement for orientation cited in Paragraph 11. When mortgagee sells the leasehold interests and improvements then Paragraph 11 applies. IN WITNESS WHEREOF, THE PARTIES HEREUNTO HAVE SET THEIR HANDS IN DUPLICATE J ... d0 sa s * A .76 '^ • 1 -2 8 20 0 1 A u g u s t 00 ' 1 DP 2 3. 0 0 Re c o r d i n g De e d In d e x Ar c h i v e 3 . 0 ( 1 Ad r i a n T . J o h n s , J u d g e o f P r o b a t e St a t e o f A l a b a m a , B a l d w i n C o u r i v I c e r t i f y t h i s i n s t r u m e n t w a s f i l e d an d t a x e s c o l l e c t e d o n : In s t r u m e n t N u m b e r 6 1 3 8 3 1 p a g e s 4 6. 0 0 M o r t s a n e 2. 5 0 M i n f a x to r t F S T L A N D L E A S E 3 2 STATE OF ALABAMA COUNTY OF BALDWIN Tax Parcel No. 05-46-01-02-0-000-001.505. The Northeast Quarter of the Southwest Quarter; the East Half of the Southeast Quarter of the Southwest Quarter; the Northwest Quarter of the Southeast Quarter; the Southwest Quarter of the Southeast Quarter and the West Quarter of the Southeast Quarter of the Southeast Quarter, being land of the lessor and lying in Section 2, Township 6 South, Range 2 East, Baldwin County, Alabama. NOW, THEREFORE, for and in consideration of the sum of One Dollar ($ 1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, and the agreement of the Assignee hereinafter set forth, the Assignor has granted, bargained, sold and conveyed and does hereby TRANSFER, ASSIGN andCON VEY unto BERTOLLA PROPERTIES, L.L.C., an Alabama limited liability company (hereinafter called "Assignee"), all of Assignor's right, title and interest in and to a portion of the original leasehold interest, and does hereby BARGAIN, SELL and CONVEY all of Assignor's right, title and interest in and to all improvements situated thereon, said leasehold interest being more particularly described as follows, to-wit: Assignee hereby agrees to and does accept the assignment and in addition expressly assumes and agrees to keep, perform, and fulfill all of the terms, covenants, conditions and obligations required to be kept, including the making of all payments due to or payment on behalf of Assignor under the applicable portion of said Lease when due and payable. WHEREAS, Alexander A. Bertolla (hereinafter called "Assignor"), who is the Lessee named in that certain Lease with Fairhope Single Tax Corporation, as Lessor, dated June 27, 2001, which is recorded at Instrument No. 605983, pages 1 through 2, Probate Records, Baldwin County, Alabama, intends, by execution of this instrument, to assign all of his right, title and interest in and to the leasehold interest referred to hereinabove and all improvements situated thereon, to the Assignee hereinafter named. ASSIGNMENT AND TRANSFER OF LEASEHOLD INTEREST AND BILL OF SALE This agreement shall be binding on and inure to the benefit of the parties hereto, his/its heirs, executors, administrators, successors in interest, and assigns. Alexander A. Bertolla to Bertolla Properties, L.L.C. FSTC Assignment/Bill of Sale Page 1 of 2 Z£ 8 £ 1 % Ad r i a n T . J o h n s , J u d g e o f P r o b a t e 00 ‘ T 20 0 1 A u g u s t - 2 0 7 : 4 2 A M In s t r u m e n t N u m b e r 6 1 3 8 3 2 P a g e s 2 St a t e o f A l a b a m a , B a l d w i n C o u n t y I c e r t i f y t h i s i n s t r u m e n t w a s f i l e d an d t a x e s c o l l e c t e d o n : Re c o r d i n g De e d In d e x Ar c h i v e 6. 0 0 M o r t g a g e Mi n T a x DP 3. 0 0 F S T L A N D L E A S E 3 3 beexecuted on this the & ASSIGNOR:ASSIGNEE: 2 ERTOLLAA) BY: ALE:LLA, Its Sole Member STATE OF ALABAMA COUNTY OF BALDWIN I, 3 3 day of August, 2001.hand and seal thisGiven under my OMy Commission Expires: ac MOTARY PUBLIC STATEMAtmAAT.MY COMMISSION EXPIES: MANS BOMDFD TIRr Noe. I____________3,7PONDED THRU NOTARY P mue i j STATE OF ALABAMA COUNTY OF BALDWIN E7 , a Notary Public, in and for said county1, Given under my hand and seal this Q3 day of August, 2001.is S day of August, 2001.lazpoasz LlBat tary Public, Baldwin County, Alabamat":Notary .O.,My Commission Expires: 7#IU BORCeD TWRU NOTARY PODLIC URWTeas BERTOLLA PROPERTIES, L.L.C., an Alabama limited liability company, is s i g n e d t o t h e foregoing instrument and who is known to me, acknowledge before me on this d a y t h a t , b e i n g informed of the contents of the instrument, he, in his capacity aforesaid and with f u l l a u t h o r i t y a s such, executed the same voluntarily as and for the act of said partnership limited li a b i l i t y c o m p a n y . BERTOLLA PROPERTIES, L.L.C., an Alabama limited liability company O z foregoing instrument and who is known to me, acknowledged before me on this d a y t h a t , b e i n g informed of the contents of the instrument, he executed the same voluntarily on the d a y t h e s a m e bears date. * m S, Q .. , a Notary Public, in and for said county BERTOLLA, whose name is signed to the IN WITNESS WHEREOF, the undersigned have caused this instrument to is the 22 day of August, 2001. &*-1. XANDER . 6001.6 IDER A. BE) Alexander A. Bertolla to Bertolla Properties, L.L.C. FSTC Assignment/Bill of Sale Page 2 of2 THIS INSTRUMENT PREPARED BY: Jessica M. McDill of the firm of CHASON & CHASON, P.C. P. O. Box 100 Bay Minette, Alabama 36507 3 "4 .1 this S day of August, 2001.placsat B, .Notary Public, Baldwin County, Alabamac oh .s MHPeree7).Bes— in said state, hereby certify that ALEXANDER A. MA2GAEE7../3in said state, hereby certify that ALEXANDER A. BERTOLLA, whose name as S o l e M e m b e r o f eae- g’ANOTARY FOUICSTATR OF ALARMATLA: 2*.4o, MYCONMCTSSTONEXPTRES:Mar.5,2005. O In s t r u m e n t 6 1 3 8 3 2 P a g e Z o f 2 sr k O W N E R A U T H O R I Z AT I O N 3 4 NOTARIZED AUTHORIZATION OF OWNER is the sole lease holder(s) of the property described asI/We , BERTOLLA PROPERTIES LLC FBERTOLLA PROPERTIES LLCCompany: Alexander A. BertollaBy: Sole MemberAs Its: Address: Fax: 251-937-2101Phone: 251-937-2191 Email: jmm@chasonlaw.com 4hThe forgoing instrument was acknowledged before me this ( 2 day of February, 2025 by Alexander A. Bertolla as its Sole Member, who is personally known to me. 2W&8/.% NOTARY PUBLIC - STATE OF ALABANJAMANOTARY PUBLIC Of COMMISSION EXP: 0Q/ 1 0 / 3020'’Hull''' parcel 05-46-01-02-0-000-001.505, in the City of Fairhope, County of Baldwin, State of Alabama, authorize Core Development and Construction of Alabama, LLC and JADE Consulting, LLC and/or their consultants to act as our agent to seek City, County or state PUD, Rezone, subdivision, Site Plan/Development, Variance, DOT & DEP approvals, and/or all regulatory approvals in connection therewith, on the above referenced property. PO BOX 1527, DAPHNE, AL 36526 c? V STATE OF Alabama COUNTY OF Baldwin County Belinela W ElleAlod NAME OF NOTARY - TYPED OR PRINTEDPugU w s' ............ c V I C I N I T Y M A P 3 5 County Zoning Fairhope Zoning CATANIA AVEfE TURIN AVE =TURIN AVE 1 AVe%2 % o ENCOUNTER DR*:2—zg 9 0. ZE STATE HWY 104 VTHERE YET LN HOLLOWBROOK' 3AVEC- .86Ir — 0 ( J LDP.gusil f'g' THRE SHING HI VD - ot, <o% WATER BLVD) sicr Coy 4 0 N • □ ok (Selection: 1) pE I Z [deFind address or place w 9 (any City of Fairhope - Zoning Map D B-1 B-2 B-3A B-3B B-4 HTD M-1 | C) 6 4o y.PUD R-1 I Rural Agricultural District (RA) □ □ □ □ □ □ 22 Conservation Resource District (CR) Residential Single Family Estate District (RSF-E) Residential Single Family District (RSF-1) Residential Single Family District (RSF-2) Residential Single Family District (RSF-3) Residential Single Family District (RSF-4) Residential Two Family District (RTF-4) Residential Single Family District (RSF-6) Residential Two Family District (RTF-6) Residential Multiple Family District (RMF-6) High Density Residential District (HDR) Residential Manufactured Housing Park District (RMH) Base Community Zoning District (BCZ) Marine Recreation District (MR) Outdoor Recreation District (OR) _ Tourist Resort District (TR) — Recreational Vehicle Park District ■(RV-1) ■ Recreational Vehicle Park District (RV-2) Professional Business District (B- 1) Neighborhood Business District ■ (B-2) • General Business District (B-3) III ST PI L L A R S BU S H E L D R ST A T E H W Y 1 8 1 ST A T E H W Y 1 8 1 -B L V D Y B L V i T 1 i -- - - - - - - - - - - - 1-- - - - - - = S T A l BL V D a RO C K W E L L ) R O C K W E L L min == = GA L L E R Y B L V D 7 > < 2. . % a 7 5) i - ( tn J ’ A7 ‘ Li m e -= = = = 2 SA I N T M I C H A E L W A Y : A D J A C E N T P R O P E RT Y O W N E R S 9 Parcel Number Pin Owner Name Address City State Zip 05-46-01-02-0- 000-001.508 77776 FST 68V HARVEST GREEN EAST 2022 L L C 707 BELROSE AVE DAPHNE AL 36526 05-46-01-11-0- 000-001.546 221244 FST AND 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE AL 36532 05-46-01-02-0- 000-001.505 14396 FST AND BERTOLLA PROPERTIES L L C PO BOX 1527 DAPHNE AL 36526 05-46-01-02-0- 000-001.512 ETAL SMITH, LINDA HI AND HIGHWAY 104 000-001.516 CATHOLIC HIGH SCHOOL GOVERMENT ST 000-001.758 PROPERTY OWNERS O'NEAL DR 000-001.710 000-001.769 AND FERGUSON JACOB 000-001.964 OWNERS ASSOCIATION INC AVE L I S T O F A D J A C E N T P R O P E R T Y O W N E R S 3 7 0 10 05-46-01-11-0- 000-001.627 CHARLES II AND MCKIVER BLVD 000-001.773 PROPERTY OWNERS' AVE L I S T O F A D J A C E N T P R O P E R T Y O W N E R S 3 8 0 P R O P E R T Y O W N E R L I S T W I T H I N 3 0 0 ’ C E R T I F I E D 3 9 FST THE VERANDAS PROPERTY OWNERS' ASSOCIATION INC Pin 77776 221244 14396 207982 256021 397433 383961 377638 377688 625816 377639 221242 626775 626776 626777 397443 397444 108453 626786 221243 377640 14535 108452 383931 397447 397448 FST AND VERANDAS PROPERTY OWNERS ASSOCIATION AND INC, THE FST BAKER FRANCIS LEE FST BASS & COMPANY LLC FST CAMP HILL HOLDINGS COMPANY L L C FST D R HORTON INC - BIRMINGHAM FST DEAN CHRIS FST DOLBEAR SARAH SAGE AND FERGUSON JACOB SCOTT FST ENCOUNTER DEVELOPMENT L L C FST HARVEST GREEN EAST OWNERS ASSOCIATION INC FST HIGBEE PROPERIESLLC FST MCKIVER EDWARD CHARLES II AND MCKIVER TIFFANY ROCHELLE FST ROCKWELL LLC FST ST MICHAEL CATHOLIC HIGH SCHOOL FSTTEBAY DOUGLAS W Owner Name FST 68V HARVEST GREEN EAST 2022 LLC FST AND 3 CIRCLE CHURCH INC FST AND BERTOLLA PROPERTIES LLC FST AND SMITH, ROBERT M ETAL SMITH, LINDA HI AND GBEE FST AND ST MICHAEL CATHOLIC HIGH SCHOOL INC Parcel Number 05-46-01-02-0-000-001.508 05-46-01-11-0-000-001.546 05-46-01-02-0-000-001.505 05-46-01-02-0-000-001.512 05-46-01-02-0-000-001.516 05-46-01-11-0-000-001.758 05-46-01-11-0-000-001.710 05-46-01-11-0-000-001.625 05-46-01-11-0-000-001.675 05-46-01-11-0-000-001.942 05-46-01-11-0-000-001.626 05-46-01-02-0-000-001.513 05-46-01-02-0-000-001.953 05-46-01-02-0-000-001.954 05-46-01-02-0-000-001.955 05-46-01-11-0-000-001.768 05-46-01-11-0-000-001.769 05-46-01-02-0-000-001.510 05-46-01-02-0-000-001.964 05-46-01-02-0-000-001.514 05-46-01-11-0-000-001.627 05-46-01-02-0-000-001.503 05-46-01-02-0-000-001.511 05-46-01-11-0-000-001.683 05-46-01-11-0-000-001.772 05-46-01-11-0-000-001.773 P R O P E R T Y O W N E R L I S T W I T H I N 3 0 0 ’ C E R T I F I E D 4 0 State Zip AL AL 10871 ATRIUM AVE FAIRHOPE AL 36532 e 1.//C4aL evenue CommissionerReven DAPHNE DAPHNE DAPHNE DAPHNE 36526 36526 36526 36526 36526 36532 36526 36532 36602 AL AL AL AL AL AL 35244 36526 36532 06824 36526 36532 36532 36507 36532 36532 AL AL AL AL AL AL HOOVER DAPHNE FAIRHOPE FAIRFIELD DAPHNE FAIRHOPE FAIRHOPE BAY MINETTE FAIRHOPE FAIRHOPE 1507 CAPTAIN O’NEAL DR PO BOX 849 26241 EQUITY DR 9700 VOLTERRA AVE 2188 PARKWAY LAKE DR 8114 IRWIN LOOP 12 ARIA AVE 1189 POSTRDSTE3B 707 BELROSE AVE 17381 BURWICK LOOP 21951 VERANDA BLVD P O BOX 579 11732 ST MICHAEL WAY 21944 VERANDA BLVD Address 707 BELROSE AVE 10274 ST HWY 104 PO BOX 1527 10821 STATE HIGHWAY 104 400 GOVERMENT ST AL CT AL AL AL City DAPHNE FAIRHOPE DAPHNE FAIRHOPE MOBILE STATE OF ALABAMA BAEDWWSCPXWSY, JR., Revenue Commissioner in and for said State and County, do hereby certify that this is a true and correct copy of the records of this office. W E T L A N D D E L I N E AT I O N N A R R AT I V E Wetland Delineation Narrative I . I NTRO DUCTIO N AN D OVERVI EW The development team for Colony Village is committed to responsible land stewardship and full compliance with all federal, state, and local environmental regulations. A critical component of our due diligence and site planning process has been the accurate iden- tification and delineation of any jurisdictional wetlands and Waters of the United States (WOTUS) on the project site, which was led by Craig Martin, Senior Wetland Scientist with Wetland Sciences Incorporated (“WSI”). This narrative details the thorough, multi-step process undertaken to delineate these resources in close coordination with the U.S. Army Corps of Engineers (USACE). The main feature, Pensacola Branch, is classified as an intermittent stream which bisects the parcel in generally in a southeast orientation. This aquatic system exists in a heavily impacted condition. The entire site was cleared to support commercial cattle production, which required removal of all native vegetation, as well as clearing and excavation within Pensacola Branch and associated floodplain. It is our intention to restore the hydrology and vegetative condition of Pensacola Branch and associated wetlands, and that restoration strategy is detailed below. II . PRO FES S IO NAL D ELI N E ATIO N & J U RIS D ICTIO NAL D ETERM I NATIO N To ensure an accurate assessment, a professional wetland engineer, Craig Martin with Wetland Sciences, was engaged to conduct a formal wetland delineation of the ±148.5-acre property. The initial delineation was performed in accordance with the Regional Supple- ment to the Corps of Engineers Wetland Delineation Manual. Following this initial work, our team had nearly a dozen site visits with the project manager, conducted detailed discussions, and exchanged technical information to ensure the final delineation was precise and mutually agreed upon. The approved jurisdictional determination (“AJD”) was issued on December 31, 2025, and that linework is incorporated and accounted for throughout our plan. The full AJD can be found at the end of this PUD submittal. W E T L A N D D E L I N E AT I O N N A R R AT I V E 42 III . PL AN TO RESTO RE To understand previous ecological conditions and to assist in the development of an appropriate planting plan, WSI initiated a review of intact aquatic communities located downstream of the Project site. The stream and wetland communities are classified as a mixed wetland hardwood ecosys- tem. A sparse canopy of slash pine is subtended by sweetbay magnolia (Magnolia virgini- ana), swamp bay (Persea palustris), dahoon (Ilex cassine), black titi (Cliftonia monophylla), red titi (Cyrilla racemiflora), and/or wax myrtle (Morella cerifera). Shrubs and sub-canopy include red maple (Acer rubrum), large gallberry (Ilex coriacea), fetterbush (Lyonia lucida), titi, black titi (Cliftonia monophylla), sweet pepperbush (Clethra alnifolia). Groundcover is generally lacking, but when present, consists of various grasses and ferns, including soft rush (Juncus effusus), Virginia chain fern (Woodwardia virginica) and netted fern (Wood- wardia areolata). The upland transition from the aquatic zone consists of a mixed hardwood/coniferous forest dominated by deciduous hardwood trees consisting of laurel oak (Quercus hemisphaerica), pignut hickory (Carya glabra), live oak (Quercus virginana), large flowering magnolia (Mag- nolia grandiflora), longleaf pine (Pinus palustris), and slash pine (Pinus elliottii var. elliottii). Understory is dominated by yaupon holly (Ilex vomitoria) and wax myrtle (Morella cerifera). Herbaceous stratum is largely absent, but when present, consists of various grasses and ferns including bracken fern (Pteridium aquilinum). Vines including, grapevine (Vitis ro- tundifolia), trumpet vine (Campsis spp.), and catbrier (Smilax bona-nox) are also common. Restoration activities shall include restoring the channel profile through the filling of the linear watering troughs, the removal of invasive species (Privit and Chinese tallowtree), and re-establishment of a native canopy and sub-canopy wetland, and or stream vegetative components. The Plan also provides upland buffer restoration opportunities. The native plant species described above will provide the basis for the planting plan. The restoration plan will be further developed during the site development process to include species, densities, cross-sections, invasive species management, installation procedures, monitoring, and adaptive management details. We have included below a rendering of the proposed “Restored Greenway” as shown on the site plan. W E T L A N D D E L I N E AT I O N N A R R AT I V E 43 W E T L A N D D E L I N E AT I O N N A R R AT I V E 44 T AF€JS—2 *s‘3 tt*p. 11 he sifl174 sSSyVey /ase -y st $ 1.1-*—iihes“LZAun. .,7 . ted"ss 2,P “3.keEl d. !10.)trues 1-34t>1 ' -y$4 Jr’s.s d t,--------- ■ "...%5 *.e a we4 tUs XgIFwe->*- t Jir ted /-1-ll- Tas FhS2 1 XSa A , I’w-z J $14 ■ JI %t XCsm E. * ikg y.frise.a ME Taxd 4 5w*t.3t t s.Y4 irtW. Ct aw ..11itP y t1t । ;4.4datip■a ‘e.£r L Ie, tea.7 -9 ek t. Itcz —.1 103 su a Iy irtyaa arle We K a Jegy y: 9834 a? end s 4 % , Tw. -*--- S r 23 nes **2 ay HH .7 - "w a ‘0-95 - "* ’ $ Let 2 "s.7 l& 1. s , x aet ",0 > Saa "L iy. St. Psr 55 be / ■ guon) 7 li) oe wel & t e " ter-ey < .7 -' ae . - .51 ,7 *7 ■ A rk -' ' d . " S 219 — 2 ... sn 73A5t.1.> J. 4s ; 1 y se. F 4 • 2, rC oa Ae. ye - 25 1 J y" - ’ < 3-1-k tit -a W,” et “ C Les= ’Thaves 10.7 . .- . A y ’r, t . Se Y WW wi , — 4 seepet weoeaan T dfSk5 “ -arr’s Lfore’, ty che - >(. -"AUu se,r j -f7 Ca3 S ae -Sr e X ' grt yh , W E T L A N D D E L I N E AT I O N N A R R AT I V E 45 IV. TI M I N G O F RESTO RATIO N & O N GOI N G MAI NTENAN C E PL AN The proposed restoration of Pensacola Branch and creation of the Restored Greenway as described above will occur within phase one of the development. A comprehensive, site-specific maintenance plan will be drafted by WSI and submitted for review to both the City of Fairhope along with the USACE as a part of the site disturbance permitting process. A copy of a similar maintenance plan (not site-specific) is below for reference. The developer will have initial responsibility for maintenance through all phases, and that responsibility will transfer to the Home Owner’s Association after all construction is com- pleted. A professional landscaping company will be engaged to manage the maintenance of the Restored Greenway. Monitoring & Maintenance A monitoring and maintenance program will be initiated upon recordation of the conservation easement, with monitoring of the restored area occurring annually for a period of five years. Monitoring reports will be submitted to the [insert agency] and the U.S. Army Corps of Engineers within 30 days of the performance of the monitoring event. Monitoring reports will provide photographic documentation of the restored area from a minimum of two fixed reference points and will discuss the current condition of the site and provide estimates of nuisance species coverage. The monitoring reports will also include a description of all maintenance efforts, which will be conducted in tandem with each monitoring event. Data collection will include the following: 1. Photographs of the restored area from an appropriate number of fixed-point photo stations. 2. Species and percent coverage of each ecological community type. 3. Percent coverage by nuisance or invasive species. The monitoring reports should also include the following: 1. Written description of current site conditions. 2. Short statement on whether the performance standards are being met. This shall be expressed as a table that will compare the performance standards to the conditions and status of the restored area. 3. Dates of any recent corrective or maintenance activities conducted since the previous report submission. 4. Specific recommendations for any additional corrective or remedial actions. 5. Summary data to substantiate the success and/or potential challenges associated with the project. Photo documentation may be provided to support the findings and recommendations referenced in the monitoring report. Submitted photos will be clearly labeled with the direction from which the photo was taken. The photo location points will also be identified on the appropriate maps. W E T L A N D D E L I N E AT I O N N A R R AT I V E 46 6. Maps will be provided to show the location of the restored area relative to other landscape features, habitat types, locations of photographic reference points, transects, sampling data points, and/or other features pertinent to the restored site. In addition, the submitted maps and plans should clearly delineate the perimeter of the restored site. If success is achieved after three years of monitoring, the applicant may petition both the [insert agency] and the U.S. Army Corps of Engineers to release the applicant of any further monitoring or maintenance activities. Adaptive Management Should unforeseen changes in site conditions occur, or other circumstances occur that result in performance standards or success criteria not being met, the applicant and/or designee will notify the [insert agency] and the U.S. Army Corp of Engineers (Corps) of the circumstances and conditions and the adverse effects to the restored area. Within 60 days of notification, a plan will be submitted to the Agency and Corps that contains the following: 1. A plan for maintenance or repair to restore the restored areas ability to attain the success criteria, or; 2. A modified restored plan that adequately offsets the loss of function documented by the impact; and; 3. A time frame for implementation of the maintenance/repair/completion of the modified restored plan. Anticipated problems include invasion by non-native plant species. Exotic or invasive plants will be con- trolled through appropriate mechanical or chemical means. Long-Term Management The developer will have initial responsibility for maintenance through all phases, and that responsibility will transfer to the Home Owner’s Association after all construction is completed. The HOA will be respon- sible for ensuring the perpetual management of restored area, and, as necessary, and in accordance with the mitigation plan. Please see pg 107 in the Appendices to read the full Approved Jurisdictional Determination documentation. T R E E S U R V E Y A N D C O N TO U R S T R E E S U R V E Y A N D C O N TO U R S 4 8 1( \ MATCHLINE - SHEET 3 OF 5 VMATCHLNE - SHEET 2 OF 5 LEGEND (R)RECORD BEARING OR DISTANCE (A)ACTUAL BEARING OR DISTANCE SURVEY CONTROL POINT PROPERTY CORNER UP UTILITY POLE W/ANCHOR PP POWER POLE W/ANCHOR E]ELECTRIC TRANSFORMER/VAULT FIRE HYDRANT WATER VALVE WATER METER NATURAL GAS MARKER 6 VENT PIPE COMMUNICATION VAULT( COMMUNICATION MARKER COMMUNICATION PEDESTAL SANITARY SEWER MANHOLE PRESSURE RELIEF VALVE SANITARY SEWER MARKER 6 MAILBOX "STOP"SIGN OVERHEAD UTLTY LINE OVERHEAD ELECTRIC LINE OVERHEAD COMMUNICATION LINE UNDERGROUND ELECTRIC LINE WATER LINE SANITARY SEWER LINE NATURAL GAS LINE UNDERGROUND COMMUNICATION STORM DRAIN PIPE WRE FENCE WOOD RAIL FENCE RIP RAP LINE TREE LINE LIVE OAK TREE OAK TREE PINE TREE PECAN TREE MAGNOLIA TREE CAMPHOR TREE CEDAR TREE POPCORN TREE UNKNOWN TREE N EW- S 0 80 160 240 1” = 80’ JANUARY 27, 2025 251-342-2640SHEET 2 OF 5 WATTIER SURVEYING, INC. 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(R)RECORD BEARING OR DISTANCE1 \ I \' \ \ )| 7A0 (A)| | (ACTUAL BEARING OR DISTANCE\ (%I / i (14 1 \I BR2 SURVEY CONTROL POINT-,2001) > /U7 I 1 BR7021967 (PROPERTY CORNERN)(UPI UTILITY POLE W/ANCHOR) ( 37I(PRI POWER POLE W/ANCHORj12"i i 5T -\0 ELECTRIC TRANSFORMER/VAULTsFIRE HYDRANT { 2o (/ 11)WATER VALVEI / //|N\WATER MEIER 1 12 \NATURAL GAS MARKER 14”(I VENT PIPEV 3s\ 22—\ \ \ )\COMMUNICATION VAULTC VV 314"©COMMUNICATION MARKER so ©COMMUNICATION PEDESTALo\SANITARY SEWER MANHOLE PRESSURE RELIEF VALVEiSANITARY SEWER MARKERIi)6 MAILBOX "STOP”SIGN 1 OVERHEAD UTILITY LINEV ! ' 1 |/OVERHEAD ELECTRIC LINE OVERHEAD COMMUNICATION LINE ‘S1 \UNDERGROUND ELECTRIC LINE I WATER UNE1 I) i (SANITARY SEWER LINE' ; 52-6(NATURAL GAS LINE01Ii38",UNDERGROUND COMMUNICATION 24”9)/ /'U(STORM DRAIN PIPE/ /1)WIRE FENCE// s 1 / .1 -----//-----WOOD RAIL FENCE(V1 I 2\ l Ts RIP RAP LINE/////A867 TREE UNE<)o, 1/ )( 2 i / (J3 '? A , ( LIVE OAK TREE//)/1 s OAK TREE(12”( 324"PINE TREE /\1 21"-\ —A PECAN TREE/-10s / //I 4 ' / MAGNOLIA TREE37"* 5100,I I 1, -/ 1 <CAMPHOR TREE\ V CEDAR TREE -0-85 S x x. ; yA ]I/POPCORN TREEIY UNKNOWN TREE137 :/ 4 o( Q liy 95,1 -V ,24"\ ili 4 i 11273 ' /115"3 K o1T- ------' I )I I //I -)116”.N 1--34"I \kI 15"30"16"43 (7 46"1//11 L EW-85 S 80 160 240 1” = 80’ JANUARY 27, 2025 251-342-2640SHEET 4 OF 501/24/20256S-2E-02-05 JADE CONSULTING24-1204J.O. NO. COMP. FILE DATE OF LAST FIELD WORK CLIENT - i N I I / MATCHLINE - SHEET 4 OF 5 2 MATCHLINE - SHEET 5 OF 57 WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS / i V ) 4 \ \ \ N / r i / {| iI li l i i i / \ ) i ! I \ I ( I I V k \\ ( )I / I I1 i\ \ 1 (\ 1 W V \h k ■ I 4318 Downtowner Loop N., Suite H Mobile, Alabama 36609 I\ 1 'I / 1 ; ) i( DE I1.. i211 / © . 1 s ‘ l I \ . 3 i ) U/ Y ©W 1 < ( I ?! 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I ) / Vit / ( Y \ w | I ) 1 ( \ ( _ ///Ur'" T77 • l V I )/ ))) W \0 \zw / » / / I ■ mmy. !) | { / i , ... “ ■ ' ■ I llA ' {A i .A V y t ' l 2)/A $ SURVEY TYPE: BOUNDARY SURVEY________________________________________________________ BEARING REFERENCE: STATE PLANE GRID, NAD 83, AL WEST ZONE, U.S. SURVEY FOOT I ( ' \ i 1 I h \ t \ )}//) ") s\ 2x X 1 Y X A le '' I V)) i I I 5 \ (( 1//2%4 V 1 ' \ V ) I >1 1 I i ig) I : / y U k ( ' I V G<k 11 A. isOar < f Lo i % 00/ / 2 1 U \ $ )h y \ \ H / '{ \ \ \Ai \ j i ) / i { / / 11 I / '( ! ! i 1 A, 4/ /1 I / li • ( I / I I Y u .I / / / 1 (N I 28"A i/// / i ( 2 j i 1 ; 3572 /// Va ,36-2 (Vis' / (Aj e U' 2U i r Se i ‘shoe \ s S} 1 d) III 11 ' k ' xI] I Ml' 12 \ US / 1 t \ 83y W 'M A T C H L I N E - S H E E T 3 O F 5 s MA T C H L I N E - S H E E T ' 4 O F 5 T R E E S U R V E Y A N D C O N TO U R S 5 1 .1 11 y -95,LEGENDI,24” ! 12"h *($22 -l (R)RECORD BEARING OR DISTANCE() | 5 N——-/—(A)ACTUAL BEARING OR DISTANCE I \ I BR2 SURVEY CONTROL POINT / / ?1 ||L )/ / 1 PROPERTY CORNER 34 UTILITY POLE W/ANCHOR 1 1 18"\:16”.7-'^PP POWER POLE W/ANCHOR+)167: 115 307 16*ELECTRIC TRANSFORMER/VAULT348"/ 46"1 FIRE HYDRANT85(WATER VALVE WATER METER( NATURAL GAS MARKER /6 VENT PIPE U. //COMMUNICATION VAULTC O,8, 7 i / 1 / y/7s/ J COMMUNICATION MARKER / I &COMMUNICATION PEDESTAL //.I SANITARY SEWER MANHOLE PRESSURE RELIEF VALVE SANITARY SEWER MARKER C 6 MAILBOX "STOP"SIGN'4os OVERHEAD UTILITY LINE)22 OVERHEAD ELECTRIC LINE '80 OVERHEAD COMMUNICATION LINE UNDERGROUND ELECTRIC LINE P 2 y WATER LINE327‘£ yAd 11 855 SANITARY SEWER LINErhe NATURAL GAS LINE//7%J UNDERGROUND COMMUNICATION1o ------80-'STORM DRAIN PIPEI // / JI WIRE FENCE “8.(7\2 1 \WOOD RAIL FENCE RIP RAP LINE |3 TREE LINE "s ■ A v UPR LIVE OAK TREE i1 OAK TREEI .8 ; l 7 \W ' PINE TREE PECAN TREE is MAGNOLIA TREE WATER Il ic( 277 1-----90- -- 1 /IS CAMPHOR TREEd\ I . |' ((p-A I i CEDAR TREEI/ I POPCORN TREE(7 24”2) (57 ! 1/ ? UNKNOWN TREE I,I to—95—J I . ' 1C \ 1C <j\7 1474115” STORM DRAIN DATA‘ 38"s2\1 18" KX \c II M I1 1 -I ( 1 li S 100—I)I /(267 /0/)1 I s V "BELL-'■-'"102 N-1SSFM sr SSFM ‘24”26°16"=SD#8 I "BICYCLE”' "END DOUBLE FINES”/-"END ROAD WORK”S "MP3"EW”-103 —======-=-==--===== So, W ——SsoP WS.d -SD49[so UE-w 2SD#10— —105—7 s=/=77 ==/A /=7=77UPlUP UP V W00D FOOT BRIDGE 0 80 160 240 1” = 80’ JANUARY 27, 2025 251-342-2640SHEET 5 OF 501/24/202524-1204 3063 6S-2E-02-05 JADE CONSULTINGJ.O. NO. COMP. FILE DWG. NO.DATE OF LAST FIELD WORK CLIENT WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS ) ( 4 V / / I ( i I SD#9 24”RCP INV=82.93 \\ I V) \\ I ( I I 1 \( ( 7 /( I i I / 1 1 1 ) I SD#2 18”RCP INV(W)=110.01 INV(E)=108.73 4318 Downtowner Loop N., Suite H Mobile, Alabama 36609 SD#1 22”x13”RCAP INV(W)=112.08 INV(E)=111.53 1 4 SD#5 18”x11”ECP IN V(NW)=100.41 IN V(SE)=100.66 SE#6 18”RCP INV(W)=94.06 INV(E)=92.27 SD#10 GRATE INLET RIM=86.70 INV(W) 24"RCP=83.89 SD#3 18”RCP INV(W)=109.71 INV(E)=108.21 SD#4 INV(N)=95.65 INV(S)=96.62 SD#7 3 BARREL 6x6’ BOX CULVERT INV(N)=72.76 INV(N)=72.76 INV(N)=72.80 INV(S)=72.41 INV(S)=72.38 INV(S)=72.46 ( I / SD#8 24”CMP INV(W)=78.41 INV(E)=79.66 72.80 =72.41 =72.38 >72.46 / r 8 © i i) i\ । / NM (w) ‘ 1 s ( I—ISD ■ -- SD#6—oU _ MATCHLINE - SHEET 4 OF 5 2 VMATCHLINE - SHEET 5 OF 5 ' STATE HIGHWAY #104 VARIABLE R/W I ' s ' 21 \\\i\ 17 E] FH O N‘ 1 % i ■'1 A 14 5 y C2wx14 * I l ~ « ( ) "C k I >0 SAA.20 \ W ' U \ \ \ \ ' .115 I 2 ss_ _ ___ BR702 o UP —x-20”=x12”—2— efs I " 1 * (( i | ' A i ' 12"(T ; - i 5 /2 I 2201 MU % tsk— 5—,4^-'-------- r ( V 'll SURVEY TYPE: BOUNDARY SURVEY__________________________________ BEARING REFERENCE: STATE PLANE GRID, NAD 83, AL WEST ZONE, U.S. SURVEY FOOT \ r 1 0 2 s . 2 1 hl lbg 5/ \ & X \ R 16”' /7 24”L I / ' lI 1 ' '„ —57 //)177 SAi — / G J O G _ L 3 3 H S - J N D T H O I V N J M A T C H L I N E - S H E E T 2 O F 5 1 C O N C E PT UA L S I T E P L A N M A S T E R P L A N 5 3 GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE MASTER PLAN COMMON AREAAPPROX. 3.10 AC COMM O N A R E A APPR O X . 1 . 1 0 A C COMMON AREAAPPROX. 0.28 AC COMMON AREAAPPROX. 2.17 AC COMMON AREAAPPROX. 0.49 AC COMMON AREA APPROX. 0.71 AC COMMON AREA APPROX. 0.68 AC CO M M O N A R E A APP R O X . 0 . 2 6 A C COMMON AREA (APPROX. 0.17 AC) CO M M O N A R E A AP P R O X . 0 . 0 9 A C 120' x 55'120' x 55'120' x 45' 120' x 55' 120' x 55' 120' x 70' 120' x 70' 120' x 60' 120' x 60' 120' x 55' 120' x 45' 120' x 45' 120' x 50' COMM O N A R E A APPRO X . 0 . 1 0 A C COMM O N A R E A APPRO X . 0 . 1 0 A C COMMON AREA APPROX. 0.35 AC 115' x 45' 120' x 45' 100' x 45' 120' x 60' 120' x 45' 100' x 45' 130' x 45' 105' x 50' CIVIC BUILDING WL WL WL WL WL WL WL WL WLWL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL G WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WL B WLB WLB WL B WLB WL B WLB WLB WL B WLB WL B WL B WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WL B WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WL B WL B WL B WLB WLB WL B WL B WLB WL B WL B WLB WL B WL B WL B WL B WLB WL B WL B WL B WL B WL B WL B WL B WL B WL B WLB WL B WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WLB WLB WLB WL B WL B WLB WLB WLB WLB WLB WLB WLB WLBWLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WLB WLB WLB WLB WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WLB WL B WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WL B WL B WLB WLB WLB WL WL WL WL WL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWL WL WL WL WL WL WL WL WL WL WL WLWLWLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB COMMON AREA APPROX. 0.23 AC COMMON AREAAPPROX. 3.04 AC COMMON AREAAPPROX. 3.09 AC COMMON AREAAPPROX. 1.13 AC COM M O N A R E A APP R O X . 0 . 1 9 A C 120' x 45' 120' x 45' 120' x 50' 110' x 50' 120' x 45' 130' x 50' 120' x 25' 120' x 25' 120' x 25' 120' x 25' 120' x 25' 120' x 25' 120' x 45' 110' x 45' 105' x 45' 120' x 55' 100' x 55' 120' x 55' 120' x 45' 130' x 55' 110' x 25' 110' x 25' 125' x 25' 120' x 25' 100' x 25' 100' x 55' 100' x 45' 100' x 45' 100' x 45' 100' x 50' 80' x 50' 110' x 60' 120' x 45' 120' x 45' 120' x 45' 120' x 45' RESTORED GREENWAYAPPROX. 2.86 AC COMMON AREA APPROX. 3.05 AC COMMON AREAAPPROX. 1.35 AC COMMON AREAAPPROX. 2.51 AC RESTOREDGREENWAY APPROX. 3.39 AC RESTOREDGREENWAYAPPROX. 12.95 AC RESTOREDGREENWAYAPPROX. 2.29 AC COMMON AREA APPROX. 3.57 AC COMMON AREA APPROX. 3.87 AC COMMON AREA APPROX. 0.56 AC COMMON AREA APPROX. 1.49 AC COMMON AREAAPPROX. 1.97 AC COMMON AREAAPPROX. 0.43 AC RESTOREDGREENWAY APPROX. 2.20 AC 120' x 45' 100' HIGHWAY CONSTRUCTION SETBACK (FROM CENTERLINE OF R.O.W) 120' x 45' 120' x 45' L1.0 8 5 5 . 5 3 9 . 5 0 8 6 OV E R A L L S I T E P L A N F O R : CO L O N Y V I L L A G E Fa i r h o p e , A L NO T T O S C A L E SC A L E : NO V 2 0 2 5 DA T E : DESCRIPTION QTY (34) SIGNATURE LOTS - 70' X 120'6.82 AC (116) NEIGHBORHOOD COTTAGE LOTS - 45' - 60' X 100' - 130'16.99 AC (201) VILLAGE COTTAGE LOTS - 45' - 55' X 80' -130'26.84 AC (62) TOWNHOUSES - 45' - 55' X 80' -130'4.37 AC RESTORED GREENWAY 24.02 AC CIVIC AREA 41.35 AC BOULEVARD (80' ROW)2,748 LF MAINSTREETS (60' ROW)6,685 LF ARTERIAL (50' ROW)8,661 LF ALLEYS (20'-30' ROW)11,477 LF DESCRIPTION % OF SITE RESIDENTIAL 37.0% CIVIC AREA 27.8% PRESERVE / GREENWAY 16.1% QTY 55.03 / 148.88 AC 41.35 / 148.88 AC 24.02 / 148.88 AC % OF PUD PER LAND USE RIGHT OF WAY 19.1%28.48 / 148.88 AC REFERENCE NOTES SCHEDULE STATE HWY 104 I • 1 I C 00 ) I H / I I •* 4 I \V \V I II • I ■ © / I1 IIII 3 99 9 ,9 • a l L s s 7 s t o e e or " ve . I I I 4 e II 80 . I Do o w e t y “ T 6 , e h y 9 00 0 9 9 0 3 3 0 3 0 I h 71 8 : J -- - - - - - __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - 1TU m n I A I ‘e Og 18 s ? 1' I ‘e o e e I . A J . •s e t I I I V\ I i I I I O [I I I I I I I II I C I II t 08 k 9s . % 11 o 5 , be s e se s 10 0 I 1 1 hr * i —u . ga e y s c - c I -9 1 8 3 ,° L A N D U S E P L A N 5 4 COMMON AREAAPPROX. 3.10 AC COM M O N A R E A APPR O X . 1 . 1 0 A C COMMON AREA APPROX. 0.28 AC COMMON AREAAPPROX. 2.17 AC COMMON AREAAPPROX. 0.49 AC COMMON AREA APPROX. 0.71 AC COMMON AREAAPPROX. 0.68 AC CO M M O N A R E A APP R O X . 0 . 2 6 A C COMMON AREA (APPROX. 0.17 AC) CO M M O N A R E A AP P R O X . 0 . 0 9 A C 120' x 55'120' x 55'120' x 45' 120' x 55' 120' x 55' 120' x 70' 120' x 70' 120' x 60' 120' x 60' 120' x 55' 120' x 45' 120' x 45' 120' x 50' COMM O N A R E A APPRO X . 0 . 1 0 A C COMM O N A R E A APPRO X . 0 . 1 0 A C COMMON AREA APPROX. 0.35 AC 115' x 45' 120' x 45' 100' x 45' 120' x 60' 120' x 45' 100' x 45' 130' x 45' 105' x 50' CIVIC BUILDING WL WL WL WL WL WL WL WL WLWL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL G WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WL B WLB WLB WLB WLB WL B WLB WLB WL B WLB WL B WL B WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WL B WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WL B WL B WL B WLB WLB WLB WL B WLB WL B WL B WL B WL B WL B WLB WL B WLB WL B WL B WL B WL B WL B WL B WL B WL B WL B WLB WL B WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WL B WL B WLB WLB WL B WLB WLB WLB WLB WLBWLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WLB WLB WLB WLB WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WLB WL B WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WL B WL B WLB WLB WL WL WL WL WL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWL WL WL WL WL WL WL WL WL WL WL WLWLWLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WLB WLB WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB COMMON AREAAPPROX. 0.23 AC COMMON AREAAPPROX. 3.04 AC COMMON AREAAPPROX. 3.09 AC COMMON AREAAPPROX. 1.13 AC COM M O N A R E A APP R O X . 0 . 1 9 A C 120' x 45' 120' x 45' 120' x 50' 110' x 50' 120' x 45' 130' x 50' 120' x 25' 120' x 25' 120' x 25' 120' x 25' 120' x 25' 120' x 25' 120' x 45' 110' x 45' 105' x 45' 120' x 55' 100' x 55' 120' x 55' 120' x 45' 130' x 55' 110' x 25' 110' x 25' 125' x 25' 120' x 25' 100' x 25' 100' x 55' 100' x 45' 100' x 45' 100' x 45' 100' x 50' 80' x 50' 110' x 60' 120' x 45' 120' x 45' 120' x 45' 120' x 45' RESTOREDGREENWAYAPPROX. 2.86 AC COMMON AREA APPROX. 3.05 AC COMMON AREA APPROX. 1.35 AC COMMON AREA APPROX. 2.51 AC RESTOREDGREENWAY APPROX. 3.39 AC RESTORED GREENWAYAPPROX. 12.95 AC RESTORED GREENWAYAPPROX. 2.29 AC COMMON AREAAPPROX. 3.57 AC COMMON AREAAPPROX. 3.87 AC COMMON AREA APPROX. 0.56 AC COMMON AREAAPPROX. 1.49 AC COMMON AREAAPPROX. 1.97 AC COMMON AREAAPPROX. 0.43 AC RESTOREDGREENWAYAPPROX. 2.20 AC 120' x 45' 100' HIGHWAY CONSTRUCTION SETBACK (FROM CENTERLINE OF R.O.W) 120' x 45' 120' x 45' L1.0 8 5 5 . 5 3 9 . 5 0 8 6 OV E R A L L S I T E P L A N F O R : CO L O N Y V I L L A G E Fa i r h o p e , A L NO T T O S C A L E SC A L E : NO V 2 0 2 5 DA T E : DESCRIPTION QTY (34) SIGNATURE LOTS - 70' X 120'6.82 AC (116) NEIGHBORHOOD COTTAGE LOTS - 45' - 60' X 100' - 130'16.99 AC (201) VILLAGE COTTAGE LOTS - 45' - 55' X 80' -130'26.84 AC (62) TOWNHOUSES - 45' - 55' X 80' -130'4.37 AC RESTORED GREENWAY 24.02 AC CIVIC AREA 41.35 AC BOULEVARD (80' ROW)2,748 LF MAINSTREETS (60' ROW)6,685 LF ARTERIAL (50' ROW)8,661 LF ALLEYS (20'-30' ROW)11,477 LF DESCRIPTION % OF SITE RESIDENTIAL 37.0% CIVIC AREA 27.8% PRESERVE / GREENWAY 16.1% QTY 55.03 / 148.88 AC 41.35 / 148.88 AC 24.02 / 148.88 AC % OF PUD PER LAND USE RIGHT OF WAY 19.1%28.48 / 148.88 AC REFERENCE NOTES SCHEDULE GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE LAND USE PLAN STATE HWY 104 LIFT STATION LIFT STATION N4459‘59"E 46.93’- AT—■ m mm m — _ I-T-——00 S89"49*52"E 1,290.58*c i i i i i i i i i i i 1 /a / (I.7/Y A)// 1/1111 1/ / -/ 1 ( x T (□A \\\\ IA \A I I \A )) )X \S00 26’09 W 11.48- \I \1 VI\ 3 ) IA/ //A=' 120 \ /1 40r )।। । 7 /1/// I \V ! 03 I /22///>: M X Y IYZYY _S8957‘03"E 328.06’ 11*44"E 20.14V.X O F t.8R1 £ - J al I I n!! 1111 r ili i i r wooD FOOT BRIDGE WOOD FOOT BRIDGE ONCUNE 5.00” EAST g oNZUNe 1.95* NORTH ON-UNE 5.00” NORTH THE NORTHEAST CORNER oF ENCOUNTER COMMERCIAL kEYAL"CENTER SUBDMSIONSUIDE 2963-A, B&C 1 s STATE HICHWAY $104 . i * 1V5 T e POT .OFoFFSINNIYaeres" z I1) K OW-UNE 2.00' HOftTH~\ । N895616 W 149.88’ I----------------------------- G R E E N S PA C E K E Y P L A N 5 5 PICKLEBALL GREEN FRONT GREEN / POOL DOG RAMBLE BOCCE COURT TRAILWAY GREEN TRAIL HEAD PARK THE TERRACE COLONY PARK COTTAGE COURT SPLASH GREEN LEGEND GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE GREENSPACE KEY PLAN STATE HWY 104 A B C F G H I J C2 D E E E E E A B C D E F G H I J b 29 g I STM 1 --1... I •C A-080 • eao -I• @ 12 $it. &6 ♦* Ot so t l D f < 43$o-of/( (,o ©(/ e ■••••& J )to I I%•.6 ft*e •••■•.9 faV.X । I । ♦a Ug 1 I •39o 09 2W t t ■1 .22 -0-90. • ; 2809 ‘00 • 2 0 i-----_i _ _ we. ' $ 0! & । । । । । ■ । । "DI . 0e --- Eel • • e- 0 es 3 e%. Lio 8342sd9 1 I •• C W • ( — P a 290 2 tore i i i i I 1 S. BYY Co past 24 I II I I J I I I I I ../1 O ( ■ . e- o% c. U 00 d: 3 y..*** C I V I C S T R U C T U R E S P L A N 5 6 A. MAIL STOP / RESTROOMS B. COMMONS PAVILION C. PARK PAVILION D. POOL HOUSE C C A A B B B B D GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE STATE HWY 104 CIVIC STRUCTURES PLAN TF2Ns e WYCens T "o" Ulr *(Y 1 L 50 -"f FENgL ilr emsir Y Illi!b!!% V.X 'I(MU 5 “ ■ 3 ) © g) \ • \ \ 4 .. . 6 0 I / 1 oo 52 9 : e • e 0 I 99 0 I \ —- - - - - - - - - - - - - - - - - - - - 2* 1 .t e . gC . C, S S । © y at 2 — • — IIII 0. 0 e e V I > r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I ।I II 22 s • I III 2. so I III Js - s 88 6 2 6 Os • ■ 1 Ok ! s. । i. WI -- - o p — - I 5 I I 92 * 1 E - G R E E N S PA C E N E T W O R K P L A N 5 7 BOCCE GREEN DOG RAMBLE PEDESTRIAN CONNECTION In an effort to expand the walkable context of the neighborhood, the plan shows opportunities to connect with a nearby school to bring back the old adage of children walking to school. DOG RAMBLE A ramble is a greenspace surrounded by allies, and this space is just that. The neighborhood intends to activate this ramble with amenities for pets. THE TERRACE There will be a restroom pavilion that will provide a comfort station for people playing in Pickle Green or walking through Village Park. COLONY PARK The epicenter of activity in the neighborhood. With basketball, a playground, and a large lawn for events and free-play, this will be a coveted park to live on. TRAIL HEAD PARK SPLASH GREEN This pocket within the neighborhood is an opportune location for a splash pad and restroom to anchor the east end of Village Park GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE GREENSPACE NETWORK PLAN PAVILION / MAIL STOP TRAILWAY GREEN COTTAGE COURT FRONT GREEN / NEIGHBORHOOD POOL TRAILWAY GREEN The premier greenspace of this village will be this linear park. As an effort to reforest a wetlands valley on the site, the neighborhood sees this greenway as a the main connection between the residents and nature. Homes will be fronting this spine that will connect 3-4 major park spaces within the neighborhood, and serve as a filtration system for stormwater quality through an evolving meadow, and reforested landscape. Amenities such as disc golf, boardwalk bridges, and lighting will activate this entire trail system. This greenspace will serve aesthetic as well as functional purposes for gathering and stormwater infrastructure. This park will serve as an access point and destination for those along the northern end of the Trailway Green. Sprinkled throughout the neighborhood, these spaces will provide pockets of green for homes to face and enjoy a front yard maintained by the HOA. A large park and greenspace designed to preserve wetlands and create a strong landscape interface with Highway 104. This fronting park will provide amenties such as a playground, pool, and civic structure for neighborhood events STATE HWY 104 PICKLE GREEN As the popularity of pickle ball grows, the neighborhood aspires to have an area for avid pickleball fans with room for growth. At the southeastern end of the green, there will be a pavilion that will provide a comfort station for people playing in Pickle Green or walking through the Trailway Green. 6... —LJI7820988s09005-%eBOCCE GREEN 28€ Aeeetw $—sTY O % DOG RAMBLE alXXI r , b %s— - - 6 —-TRAILWAY GREEN W % PAVILION / MAIL STOP COTTAGE COURT Sprinkled throughout the I r ‘ i *39 >9 .8 I 2 890%1G V.X STATE HWY 104 RIOT TO Ci A I E 1 I I I I I I neighborhood, these spaces will provide pockets of green for homes to face and enjoy a front yard maintained by the HOA. I I I I I I I a I I COLONY PARK The epicenter of activity in the neighborhood. With basketball, a playground, and a large lawn for events and free-play, this will be a coveted park to live on. TRAILWAY GREEN I The premier greenspace of this village will be this linear park. As an effort to reforest a wetlands valley on the site, the neighborhood sees this greenway as a the main connection between the residents and nature. Homes will be fronting this spine that will connect 3-4 major park spaces within the neighborhood, and serve as a filtration system for stormwater quality through an evolving meadow, and reforested landscape. Amenities such as disc golf, boardwalk bridges, and lighting will activate this entire trail system. This greenspace will serve aesthetic as well as functional purposes for gathering and stormwater infrastructure. FRONT GREEN / NEIGHBORHOOD POOL A large park and greenspace designed to preserve wetlands and create a strong landscape interface with Highway 104. This fronting park will provide amenties such as a playground, pool, and civic structure for neighborhood events PICKLE GREEN As the popularity of pickle ball grows, the neighborhood aspires to have an area for avid pickleball fans with room for growth. At the southeastern end of the green, there will be a pavilion that will provide a comfort station for people playing in Pickle Green or walking through the Trailway Green. DOG RAMBLE A ramble is a greenspace surrounded by allies, and this space is just that. The neighborhood intends to activate this ramble with amenities for pets. SPLASH GREEN This pocket within the neighborhood is an opportune location for a splash pad and restroom to anchor the east end of Village Park PEDESTRIAN CONNECTION In an effort to expand the walkable context of the neighborhood, the plan shows opportunities to connect with a nearby school to bring back the old adage of children walking to school. THE TERRACE There will be a restroom pavilion that will provide a comfort station for people playing in Pickle Green or walking through Village Park. 55. TRAIL HEAD PARK -------------------------- This park will serve as an access point and destination forthose along the northern end of the Trailway Green. o? a 0 -o. 1.. e a H t I I I I I I I I I) 8.5-0. ___. Ay b 60 ) E3e 1 I I I I > 3 2090 1 I I »; I I 7o I I I I I J__ I I D ( 0e 99 323 9. • L K Ie : 222222% 1, - .8 8 22380882. A e z s 90 a ea. 644 •So e C l I P I C K L E B A L L G R E E N 5 8 SITE REFERENCE KEY DOG RAMBLEPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE PICKLEBALL GREEN STR E E T PAVILION INCLUDES: • (2) PICKLEBALL COURTS • SEATING • PAVILION • TREES FOR SHADE • TRAIL CONNECTION PICKLEBALL PARK WALK k..4 * s - . Ai werege rreme’A s 2 yit1/7 (E5 Z-"Uw A1e =liglit ilk ret I/ 3I s H,alsfi- a n -t 3 Jai r eftPs* P ( e .1 2 L <* a 2 4.7 a 2 4ef P «t 20 P £ h. r £ t ofP r P s a 2 4 2 t of <* 77 a 2 4 ht 18r 7 'ag -n n o o o 2 2 0 S ‘ L e . hU ) T i $. 4 , 59 29 0 2 2 8 0 2 2 2 t. . o . a a n g w y I a ar e m ” o F R O N T G R E E N / N E I G H B O R H O O D P O O L 5 9 SITE REFERENCE KEY DOG RAMBLE POOL PICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FRONT GREEN / NEIGHBORHOOD POOL STREET PLAYGROUND PAVILION PARK WALK PRESERVE PAVILION INCLUDES: • FENCED IN POOL & PATIO • TABLES & SEATING • PAVILION • TREES FOR SHADE • PLAY AREA _ IJ _ _C 1 t3,"I: sh O O O yW ftw A\.V I,< 00 A A> 4.B f L aC s. ——2.s P 2fe‘P i■ , a 1 pfuss e2W-= 1 r i । -4 Hi — MlMEEETMY f h fcf2‘.sr hr tnP —e_ H. lslKe sedt*a 21 a I 5 2 4 L J e a 2 4 ef <* a * 4 raMe a 1 4 a 2 4 - “ s a 2 4 er ' — - . Thea ~~ D O G R A M B L E 6 0 DOG RAMBLE ALLE Y DOG PLAYGROUND PICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE DOG RAMBLE ST R E E T STRE E T INCLUDES: • OBSTACLES FOR PLAY • LAWN AREA • TREES FOR SHADE • FENCE WITH VESTEBULE • SEATING SITE REFERENCE KEY I 3 2 aal \ V i..o 1 x / A / . / • .. S/TePLAN n NOr Ur / A P* ... / i (1 U / . 9 / a -* 340. s 3 to - PFr ee / / O o yen av .. WY 4..-9.l Be F\ \V\ ys AV ,a - 7/ / F * t =4. SCAle 1Ae Ay 17 "" Or. V S P L A S H G R E E N 6 1urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA SCALE: SPLASH GREEN SITE REFERENCE KEY INCLUDES: • SPLASH PAD • LAWN AREA • TREES FOR SHADE • CIVIC STRUCTURE • SEATING STREET FREE PLAY LAWN SPLASH PAD PAVILION ""R; ‘s i IfI t. ist- . \ } N }A 3 )} ◄ } 1 I I l • )U)} - I } - J } } / {- I t ( — 01 ■) I t < I NORTH iA HKTg slt.aa —88—4'1 --) WE JI 24. Pft* a r setC4h ■Fosr III■ ha - / Ik _.22000/// . , s if i -n e A Ml ie t s C O LO N Y PA R K 6 2 EVENT LAWN WALKWAYS PLAYGROUND PAVILION & RESTROOM TOWNHOMES PICKLE BALL BASKETBALL HOUSE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE SITE REFERENCE KEY INCLUDES: • PLAYGROUND • EVENT LAWN • TREES FOR SHADE • SPORT COURT • PAVILION & RESTROOM , ah 2 sachs ft oe 1 wi s “ma ■ L L V - 5 timilie “3 VY.N O% . C 23 8 % C t l j l' Ar % — 6A s ., i h e t r e t e “v #1 s !■ | | NV 10 1 5 B / / h $ 7 • O C ! o s -' " 2 r ( 3 - y V ( \ / LU L B O - V \\ V 1 x / e “ i ,2 ( A y " $ ) ) ) ( r S 0, 0 % T H E T E R R A C E 6 3 TOWNHOMES LAWN PICKLE BALL PAVILION NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE TOWNHOMES SITE REFERENCE KEY INCLUDES: • (3) PICKLEBALL COURTS • TERRACED LAWN • TREES FOR SHADE • SEATING • PAVILION • CONNECTION TO TRAILS y S s ts$ > w vs6., <1.5., saignte:4 93 SR %% bba 172e •□ • h ilimiml .F te / C< 1- ■X X 18s %.rde )V.X 00h 74■ pee i l y: I % "I* oI I“e A i%A- e% 0.00 \ Fa T R A I LWAY G R E E N 6 4 LAWN PAVILION PAVILION WETLAND MULTI-PURPOSE TRAIL PEDESTRIAN CROSSING ALL E Y VEH I C U L A R C R O S S I N G RESTORED GREENWAY NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE SITE REFERENCE KEY INCLUDES: • TRAIL WALKS • BOARDWALK • TREES FOR SHADE • SEATING • BRIDGED CROSSINGS • NATIVE PLANTING yU) (OC ( s ts$ s I t\\ V / s \ NC %0.0 wer ?1 □ • V a ■[Hill F / 7 18 / V.X .. 1 & I % —It 5,. 29 o. I ! ""Rs 3 r 0(0 i y: Fa C O N C E P T U A L A M E N I T Y ( V I E W O F C O LO N Y PA R K ) 6 5 VIEW LOOKING NORTHEAST u rb a n st ud io . m e m p h is | rura l st ud io . a c ke rm a n | c o a st a l stu d io . fa irh o p e | p 855.539.5086 c p la d e sig n p la nning .c o m A V IEW O F C O LO NY PA RK c p la d e sig n p la nnin g .c o m C O LO NY V ILLAG E FA IRHO PE, A LA BA M A In the foreground, looking over the cottage rooftops to Pickle Green, this sketch illustrates the de- sign and intent for Colony Park. This multi-purposed greenspace will have active and passive uses for children of all ages, such as basketball and a large playground. The cornerstone architectural piece of the park will be a restroom / pavilion with a community garden in front of it, and a free play / event lawn behind it. The homes fronting this common space will likely be the most desireable in the neigh- borhood, with direct access to this major amenity. wh , a V y 2 1 V i ) i J I % > I e l ) — H > ( 2. 0 / MS A ( C b \ |Y r ■ ) al l V r W 4 A \ \ .6 , I 19 0 - I V / C E C ) Li d — k -V Na r k IS • f 'J r J. J N T s1 sy Ai r 7. — - > j r - ') C‘ W — / ds o - I ■ A । L ) S V : A Te l 2 ( V \ 1 y s 3 k 11 3 a ■ $ — — V i ) w -/ se • •2 l< X F J J l 9 r ■ (a BLGt N A 1I ‘ . V a S T R E E T N E T W O R K & D E S I G N 6 6 6’ WALK 9’ WALKGREEN 6’6’ WALK 9’ GREEN 5’ WALKGREEN 5’5’ WALK 5’ GREENSECTION D SITE PLAN GREEN SPACE STREET DESIGN 50’ ROW / 20’ NEIGHBORHOOD STREET TWO WAY STREET WITH NO PARKING 40’ ROW / 20’ BOULEVARD ONE WAY STREET WITH PARALLEL PARKING ON ONE SIDEALLEY TYPE B - 20’ ROW / 14’ STREET TWO WAY WITH DRIVEWAYS 20’ ROW 40’ ROW ALLEY SECTION 3’DRIVEWAY ROW 3’ ROW DRIVEWAY DRIVEWAY PICKLE GREEN NOT TO SCALE PICKLE GREEN NOT TO SCALE COLONY VILLAGE FAIRHOPE, ALABAMACOLONY VILLAGE STREET NETWORK & DESIGN NOT TO SCALE 6.5’ GREEN 7’ PARK 7’ PARK 6.5’ WALK 6’ GREEN 8’ PARK 6.5’ WALKGREEN 6’6’ WALK 6.5’ GREEN 60’ ROW / 34’ MAINSTREET TWO WAY STREET WITH PARALLEL PARKING ON BOTH SIDES 50’ ROW / 30’ TERTIARY STREET TWO WAY STREET WITH PARALLEL PARKING ON ONE SIDE 60’ ROW 50’ ROW ALLEY TYPE A - 30’ ROW / 18’ STREET 2 WAY WITH PARKING IN DRIVEWAYS 6’DRIVEWAY ROW 6’ ROW 30’ ROW SECTION B SECTION A SECTION C ALLEY SECTION E E E A A B B D D C C 50’ ROW 10’ 10’ 11’ 10’ 10’10’ 14’18’ 11’ 10’ DA4bgs ][7 ■ Ii i ULaCaCaGate-----m i a 1 t____। —|L NNvNL J □I H (s u r I um । t 1 i s 11 1 ) 1 0 0 1 1 0 / lu i i i i i » n | B1 . I I H l . b l I I =9 & e f Rt r pi I &? 4 I t se Ce . * 00 ) 4 I I 67 I I Ir - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q s I I F ■ । । &I kI Ut I I I I I I I i 0 el ■ = = - = = = - J 05 ) €I I I »9 I I I I I I I। । ■ । । [ "‘ e ■I I 11 ! C 2 C P I l 60 18 0 I U. I a X , 4 1 9 h H I 0. —M . .9 l t S I T E E L E M E N T S 6 7 Streets: Asphalt Alley: Concrete or Asphalt Neighborhood Sidewalks: Concrete Plazas: Pavers Trails: Asphalt, Compacted Stone, Boardwalks GREENWAYS t24ser“I at E' rs t.I S it ; Udar a • 21 tde h‘r ;P —MP 146 $9" ' ■ qny%a Ri sCrorw ,S -asIa. PLAZA MATERIAL - PAVERSSTREETSCAPES AND SIDEWALKS to “s rl etA 4 3(IS ael fl “oee / Ws tx TRASH CANSBENCHESBOLLARDS ■■■■HU •E’’’ 1Rer‘nns" wgk— t.tw.h L Mi. I A tdi114.I48 315tL-I Mhna=‘s ■ 10, y wei* -sern t ' —1 t 1 ...” Jr o - ( seas ai towdtrr a K fl 40 ‘ ( 11 ofssy th alg-eila —Mm t t k 6 . | NL S ht ■e-tri sB-rtMt h ■ 4/ /s B (A a.327 yenin 7W 5* L I G H T I N G P L A N 6 8 Page 1 of 6 Date:1/19/2026 Di s c l a i m e r : SE S C O L i g h t i n g p r o v i d e s t h i s p h o t o m e t r i c r e p o r t f o r p u r p o s e s o f c o m p a r i s o n wi t h i n t h e S E S C O L i g h t i n g p r o d u c t l i n e o n l y . T h e i n fo r m a t i o n p r o v i d e d i s ba s e d o n s t a n d a r d i z e d i n d u s t r y p r o c e d u r e s . Th i s l a b o r a t o r y p e r f o r m a n c e w i l l a l w a y s d i f f e r f r o m t h a t o b s e r v e d i n t h e f i e l d du e t o a g r e a t n u m b e r o f v a r i a b l e s , b o t h k n o w n a n d un k n o w n ( i n s t a l l a t i o n me t h o d s , p o w e r q u a l i t y , l a m p i n g , r e c o v e r a b l e a n d n o n- r e c o v e r a b l e l i g h t l o s s fa c t o r s , e t c . ) In g e n e r a l , S E S C O L i g h t i n g c o n s i d e r s n u m e r i c a l s t u d ie s t o b e p r e d i c t i v e i n th a t t h e y c a n n o t c h a r a c t e r i z e t h e v i s u a l p e r f o r m a n c e o f a n y l u m i n a i r e , s i n g l e or g r o u p e d . A s s u c h , s p e c i f i c a t i o n d e c i s i o n s m u s t b e t h o r o u g h l y b a s e d u p o n ex p e r i e n c e , c o n s u l t a t i o n w i t h t h e m a n u f a c t u r e r , a n d , a b o v e a l l , c o m m o n s e n s e . Fi l e n a m e : 2 0 2 6 - 0 1 - 1 9 C O L O N Y V I L L A G E . A G I Of f i c e : P E N S A C O L A Pr o c e s s e d B y : F I V G A S , J . Co n t a c t N o : ( 8 5 0 ) 2 6 2 - 0 3 7 0 Sa l e s R e p : P H I L L I P G O D W I N CO L O N Y V I L L A G E Scale: 1 inch= 150 Ft. 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2.3 2.2 1.0 0.4 0.2 0.3 0.7 1.7 3.0 2.3 0.8 0.8 0.5 0.4 1.0 2.8 2.6 2.6 1.4 0.6 0.2 0.1 0.4 0.7 0.1 0.3 0.3 0.3 0.2 0.2 0.3 0.2 2.6 1.9 1.1 1.0 2.0 0.1 0.2 0.4 0.8 1.3 1.0 0.8 0.4 0.9 1.7 1.1 2.1 1.1 0.5 0.2 0.5 1.5 0.2 0.4 0.7 0.9 0.1 0.4 0.6 0.8 1.1 1.5 1.1 0.7 0.6 0.1 0.2 0.4 0.5 0.6 0.4 0.3 0.5 0.6 0.3 0.7 1.0 0.6 0.3 0.1 0.7 3.2 0.3 0.7 1.5 2.3 0.2 0.6 1.3 1.8 0.4 0.6 0.7 0.5 0.3 0.2 0.3 0.5 0.5 0.4 0.2 0.1 0.3 0.2 0.4 0.5 0.4 0.2 0.8 2.3 0.3 0.8 2.1 0.5 0.9 1.9 1.8 0.2 0.4 0.5 0.7 0.5 0.3 0.1 0.4 0.7 1.0 0.7 0.4 0.2 0.1 0.6 0.5 0.2 0.3 0.6 0.6 0.4 0.7 1.0 0.3 0.7 1.3 1.1 1.2 1.7 2.0 0.6 0.2 0.2 0.5 1.4 2.3 2.3 1.5 0.6 0.3 0.2 0.1 0.1 0.2 0.4 0.7 1.3 1.2 0.7 0.1 0.3 1.6 2.3 1.8 0.8 0.3 0.3 0.5 0.8 2.0 0.3 0.5 1.0 1.3 0.6 0.6 0.4 0.5 0.6 1.9 1.7 1.2 1.1 0.4 0.4 0.5 0.6 0.5 0.4 0.5 1.0 1.8 1.9 1.3 0.8 0.7 0.5 0.3 0.2 0.2 0.6 1.3 2.9 2.1 0.3 0.2 0.2 1.9 0.8 0.4 0.4 0.7 1.6 2.0 0.6 1.9 3.3 2.0 0.3 0.2 0.5 1.4 2.9 2.8 1.6 0.7 0.8 1.5 2.9 1.0 0.7 0.7 0.5 0.3 2.1 2.0 1.1 0.8 0.4 0.6 1.1 1.5 1.2 0.7 0.4 0.5 0.7 0.9 1.1 1.4 1.6 1.2 0.6 0.2 0.2 0.5 1.3 2.0 2.1 1.0 0.5 0.3 0.6 0.3 0.3 0.5 1.3 2.1 1.6 0.2 0.5 1.1 0.9 0.5 0.3 0.5 1.0 1.8 1.9 1.2 0.8 0.8 1.4 2.2 2.0 1.0 2.3 1.4 0.6 0.2 1.8 1.6 1.3 1.3 0.5 0.8 1.6 2.5 1.7 0.8 0.4 0.2 0.3 0.5 1.0 1.7 2.3 1.6 0.8 0.3 1.0 2.2 1.5 1.7 0.7 0.1 0.3 0.6 0.9 0.7 0.2 0.3 0.3 0.5 0.4 0.6 0.6 0.7 0.8 2.9 0.8 2.7 1.6 0.7 0.3 1.0 1.1 1.7 2.2 0.5 0.7 0.5 0.2 3.7 1.5 0.1 0.3 0.4 0.3 0.2 0.6 0.5 1.0 0.8 0.5 0.4 1.9 1.5 0.4 1.4 1.2 0.7 0.4 0.8 1.9 2.4 0.3 0.3 0.3 0.3 1.2 1.4 0.5 0.2 0.2 0.2 0.1 1.5 1.0 2.1 1.4 0.6 0.3 0.8 0.7 0.8 1.1 0.9 0.2 0.5 1.1 1.6 0.4 0.7 0.8 0.6 0.6 0.6 0.5 0.4 0.3 0.1 2.9 1.6 2.2 1.8 0.7 0.3 0.4 0.3 0.3 0.8 1.5 1.7 0.2 0.3 0.5 0.6 1.3 2.2 1.6 0.9 0.5 1.4 0.9 0.5 0.2 2.9 1.6 1.7 1.1 0.5 0.2 0.3 0.4 0.4 0.8 2.0 1.5 0.3 0.3 0.3 0.2 3.1 1.5 1.1 2.3 1.7 0.6 0.2 1.4 1.0 0.7 0.5 0.3 0.1 0.6 0.7 0.6 0.8 1.3 0.9 0.6 0.4 0.2 1.2 1.2 2.2 2.3 1.7 0.6 0.3 0.6 0.5 0.4 0.4 0.3 0.1 0.4 1.5 1.7 1.4 0.8 0.7 0.8 1.9 1.3 0.6 0.2 0.5 1.5 3.0 1.3 0.9 0.5 0.2 0.4 0.4 1.0 0.7 0.4 0.2 0.9 3.1 2.3 1.0 0.5 1.7 1.7 0.7 0.3 0.4 1.0 0.9 0.5 0.4 0.4 0.4 0.6 0.5 2.1 1.4 0.6 0.2 1.1 2.3 2.2 1.9 0.8 0.4 1.8 1.2 0.6 0.2 0.3 0.5 0.1 0.3 0.5 0.7 1.4 1.0 2.2 1.8 0.7 0.3 0.4 0.7 0.9 1.0 0.5 0.2 0.8 0.6 0.4 0.2 0.1 0.2 0.1 0.4 0.8 1.6 2.9 1.7 1.7 1.1 0.5 0.2 0.3 0.4 0.6 0.7 0.5 0.3 0.4 0.6 0.2 0.3 0.2 0.5 1.0 2.3 2.8 1.7 0.7 0.5 0.3 0.1 0.6 0.5 0.3 0.6 0.9 0.8 0.3 0.7 1.1 0.3 0.6 0.7 0.7 1.0 1.4 1.5 1.0 0.4 0.4 0.3 0.1 1.2 0.6 0.5 1.1 1.8 0.3 0.9 2.2 0.4 1.4 1.7 1.3 0.9 0.7 0.6 0.5 1.0 0.7 0.4 0.2 3.3 1.6 0.2 0.6 1.5 2.9 0.3 0.7 1.7 1.9 0.5 2.6 2.1 1.9 0.8 0.5 0.3 0.3 2.1 1.5 0.6 0.2 1.6 1.8 0.5 0.5 0.6 1.0 0.2 0.4 0.8 0.8 0.5 2.0 2.1 1.5 0.8 0.4 0.4 0.4 2.1 1.9 0.7 0.3 0.5 0.7 0.6 1.3 0.8 0.6 0.6 0.2 0.4 0.4 0.5 1.0 1.1 0.9 0.8 0.7 1.0 0.8 1.7 1.1 0.5 0.2 0.3 0.5 0.4 2.5 1.2 0.6 0.3 0.2 0.4 0.4 0.2 0.6 0.8 0.4 0.6 0.9 1.4 2.6 1.5 0.7 0.5 0.4 0.2 0.5 0.8 0.6 2.3 1.1 0.4 0.7 0.7 0.4 1.1 0.9 0.2 0.5 1.0 2.3 2.3 1.8 0.4 0.4 0.3 0.1 0.4 1.1 2.3 1.5 0.9 1.1 0.6 0.3 1.8 1.5 0.6 0.3 2.4 1.4 0.3 0.6 0.9 1.7 2.1 1.3 1.0 0.8 0.4 0.2 0.1 0.5 0.5 0.8 1.8 1.6 0.5 0.5 0.3 2.0 0.8 0.4 2.0 1.7 1.0 0.9 0.9 0.9 0.8 0.6 2.2 1.5 0.6 0.3 0.3 0.6 1.6 2.7 2.9 1.4 0.5 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.6 1.5 3.2 3.1 1.2 0.6 0.5 0.7 0.2 0.4 0.5 0.3 1.2 0.8 0.5 2.3 1.3 2.1 1.5 0.8 0.5 0.3 0.4 2.0 1.9 0.7 0.3 0.3 0.5 1.0 1.8 1.7 1.0 0.5 0.4 0.6 1.1 2.2 2.2 1.1 0.7 0.7 0.9 1.1 0.9 0.6 0.4 0.8 0.9 0.7 0.6 0.8 1.2 0.9 0.8 1.9 1.9 0.8 0.4 0.3 0.3 1.8 1.2 0.6 0.3 0.2 0.2 0.3 0.7 1.8 2.0 0.7 1.2 2.3 0.5 0.7 1.9 1.3 0.7 0.5 0.5 0.5 0.7 0.5 0.4 0.2 0.1 0.6 0.6 1.0 2.2 1.1 1.4 2.4 2.5 0.4 0.9 0.7 0.7 0.8 0.8 1.5 1.0 0.4 0.4 0.3 0.1 1.8 0.9 0.6 0.7 2.4 2.0 1.7 1.3 0.7 0.9 1.9 1.8 1.8 0.8 0.3 0.2 0.2 0.5 1.3 2.4 2.5 1.4 0.6 0.4 0.6 1.3 2.6 0.4 1.8 0.3 0.5 0.9 1.6 2.8 1.8 1.0 0.8 0.4 0.2 2.6 2.1 0.9 0.5 0.4 2.6 1.3 0.8 0.5 0.7 1.3 1.8 1.3 0.7 0.5 0.5 0.5 0.6 1.0 1.7 1.8 1.2 0.8 0.8 0.9 1.5 2.3 1.8 0.4 2.4 0.1 0.4 0.9 2.2 2.8 1.8 2.1 1.5 0.6 0.2 0.9 1.4 1.1 0.6 0.3 1.6 0.9 0.5 0.3 0.4 0.6 0.7 0.6 0.6 0.7 0.9 0.9 0.8 0.7 0.7 0.8 0.8 1.0 1.0 1.1 1.1 1.2 1.1 0.6 0.4 1.5 0.1 0.3 0.7 1.3 1.5 1.0 2.1 1.9 0.7 0.3 0.3 0.5 0.8 1.0 0.6 0.3 0.7 0.5 0.3 0.2 0.8 0.7 0.6 0.4 0.7 0.1 0.2 0.4 0.6 0.5 0.5 1.7 1.1 0.5 0.2 0.2 0.2 0.5 1.0 1.5 1.1 0.6 0.2 0.1 0.1 0.9 0.9 0.9 0.4 0.4 0.3 0.1 0.1 0.2 0.3 0.3 0.2 0.3 0.3 0.7 0.5 0.4 0.2 0.1 2.1 0.9 0.4 0.4 0.8 1.7 3.0 0.3 0.2 0.2 0.1 0.3 0.4 0.7 0.9 1.0 1.1 1.1 0.9 0.8 0.7 0.7 0.7 0.8 0.9 0.9 0.9 1.2 2.0 1.6 1.3 2.6 1.1 0.5 0.3 0.2 1.2 0.4 0.3 0.3 0.5 1.2 2.8 2.1 1.7 0.6 0.2 0.2 0.2 0.3 0.5 1.3 2.4 2.1 1.6 0.6 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 1.2 2.3 2.1 1.7 0.7 0.3 0.5 1.1 2.4 1.8 2.0 0.7 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.5 1.0 2.1 1.7 0.9 0.4 0.3 0.7 2.0 0.6 0.6 0.3 0.2 0.4 0.9 1.7 1.7 1.2 0.8 0.8 0.9 1.4 1.7 1.3 0.8 0.6 0.5 0.6 0.8 1.4 2.7 1.2 2.0 1.6 0.9 0.7 0.6 0.6 0.5 0.6 1.2 2.0 1.7 1.0 0.7 0.6 0.7 0.7 1.0 1.7 2.0 1.2 0.6 0.4 0.5 0.6 0.6 0.6 1.0 1.7 1.9 1.1 0.7 0.6 0.6 0.6 0.5 0.5 0.6 0.6 0.6 0.6 0.9 1.6 1.9 1.2 0.8 0.7 0.9 1.2 1.8 2.1 1.3 0.5 0.3 0.3 0.5 0.6 0.6 0.4 0.3 0.3 0.7 0.8 0.7 0.4 0.2 0.2 1.5 1.2 0.5 0.3 0.5 1.3 2.6 2.5 1.3 0.6 0.5 0.9 1.8 2.1 1.7 0.8 0.3 0.2 0.2 0.5 0.6 0.8 0.8 0.8 1.1 1.5 1.4 0.9 0.6 0.6 0.8 0.8 0.7 1.0 1.4 1.6 1.2 0.9 0.8 0.8 0.6 0.5 0.6 1.2 1.5 1.3 0.8 0.7 0.7 0.7 0.6 0.7 1.0 1.6 1.5 1.0 0.9 1.3 1.6 1.3 0.8 0.6 0.7 0.7 0.7 0.9 1.3 1.8 1.6 1.2 0.9 0.6 0.4 0.3 0.5 1.0 1.8 1.5 0.8 0.3 0.2 0.3 0.3 0.3 1.9 1.8 0.7 0.3 0.2 0.3 0.4 0.7 1.3 2.7 2.4 1.1 0.5 0.3 0.3 0.3 0.5 1.1 2.2 2.8 1.4 0.8 0.4 0.3 0.3 0.4 0.8 1.6 2.3 1.7 0.9 0.4 0.3 0.3 0.3 0.6 1.3 2.7 2.4 1.3 1.1 1.7 2.0 1.7 0.9 0.4 0.3 0.3 0.4 0.9 1.7 2.1 1.8 1.0 0.5 0.3 0.2 0.2 0.6 1.5 2.4 2.2 1.1 0.4 1.3 0.6 0.2 0.6 0.4 0.2 0.3 0.2 0.1 0.3 0.2 0.1 0.7 0.5 0.3 1.6 1.0 0.4 2.9 1.2 0.5 1.6 1.0 0.4 TARGETING: ROADWAY (ANSI/IES RP-8-21 TABLE 11-1) - 0.5 FC AVG - 6:1 AVG/MIN Luminaire Schedule Symbol Qty Label Arrangement Calculation Summary Label Luminaire Lumens LLF Luminare Watts Total Watts Description [MANUFAC] CalcType Units Avg Max Min Avg/Min Max/Min Point Spacing Calc. Plane Height ROAD Illuminance Fc 0.91 3.7 0.1 9.10 37.00 15 0 97 PT3 Single 5892 0.900 51 4947 VX60048-G3-C-3-740-3 PHILIPS LIGHTING, LITTLESTOWN 214 PT4 Single 5923 0.900 51 10914 VX60048-G3-C-4-740-3 PHILIPS LIGHTING, LITTLESTOWN 3 PT5 Single 5971 0.900 51 153 VX60048-G3-C-5-740-3 PHILIPS LIGHTING, LITTLESTOWN OVERHEAD RENDERING ISOMETRIC RENDERING NOTES: - WHEN THE LLF IS NOT .9 OR 1.0 THE WATTAGE INFORMATION WILL NOT BE CORRECT - LUMINAIRES WERE DEFINED AS PROPOSED OUTPUTS AND OPTICS - LUMINAIRES PLACED AT PROPOSED LOCATIONS - LUMINAIRE SYMBOLS MAGNIFIED FOR LEGIBILITY PURPOSES __1 I I I I I I I I n i i i tt ■ ) - ■ 5 I///— I — / / / D J \ — I \ ■!/ | I 1 \ *5—fas I < □0 1 □ 0-—I • -- W 4I f—rI —— L_ j I I I _______ AX I I I I I I I I I I !1 / / |Y I S A D I AN s — 10 IIIII 0. C O N C E P T U A L L I G H T I N G S A M P L E S 6 9 DOMUS Xi 1 1 I I MANORZENITH 15 7" / 4.75m •—15’2" / 4.63m ► 14 WAY F I N D I N G A N D S I G N A G E P L A N 7 0 GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE SPEED LIMIT SIGN STOP SIGN WAYFINDING SIGNAGE ENTRY SIGNAGE AMENITY AREA SIGNAGE WAYFINDING AND SIGNAGE PLAN STATE HWY 104 ■■s © © ©3 ©3 © 5 ©©© 5©©©© © ©5©©1 ©1«G©©al ©©et ©©a©©a ©© © □© JUL E.2 11©© B a © © 3 ©©© ©9©G Va00"2© ©© //Da © © 3 51 513© a® DV.X a © SPEED LIMIT 25 51 a e © e, \ X o.. 21 C O N C E P T U A L N E I G H B O R H O O D S I G N A G E 7 1 ) _G COLONY . i I I AGE 0 s r % 2 / 0D0) J $/ N f e ( —O— COLONY V I L LAG E c £ VE OPos c. P) . V 7 “ (V: | I COLONY V IL LAG E FAIRHOPE, AL CNTBXY S.6MAG6 COSTUAA G COLONY VILLAGE FAIRHOPE, AL / / / / I OZNAMN JAL / WAUEIADINJ6 LoW COST/CATALOGUS 2 O P w j EFi 1Ie .270/2 33 4 44L min A r w / has (yCOLONY Cxf (22.0DOG BARK • 50 (AATe A! DY 7 r COLONY VI LLAG E FAIRHOPE, AL (V COLONY HART STREET HART STREET s ( DOG BARK । I 00 I 1(2 | ‘ ( 1 ( / 7 | 7 2 9 V V C O N C E P T U A L F E N C I N G 7 2 CHAIN LINKORNAMENTAL 8‘-0"% % BY MANUFACTURER 1 BLACK FINISH111111111 =rt I'' 111: I 3 H-1 H-2•11__lllllllllllll TRUSS ROD B-1Z )/\B-2 Q V Pickleball, Dogpark - Black vinyl CoatedBackyards, Civic Areas - Black Aluminum 9-0" MAX * [] PICKET FENCERAIL FENCE b 96" i 11110/////00 6" ' - 3.5" t 47.5"+ 33" I I I I I I I I I I I I I I I I I I I I I I ITi i i i i i 36" ' + 3.5"1.5"S I 15% . Front Yard Fence Options (Wood)Garden Wall - Wood and Brick 8-0" MAX. P 72" Garden Wall - Wood Lane Fence with Lattice (Wood) FINISH- GRADE 8 LINE POST - BLACK FINISH END & CORNER POST - BLACK FINISH I I 2 ss 4 1 4 Courtyard Wall - Brick STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS LLoott TTyyppee DDiiaaggrraammss Tow nhome L ots Townhome Lots vary in size and shape, but are generally 25' wide x 100' - 125' deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Tow n home L ots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Special consideration must be given to the shallow front yard. Townhome Lots ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Front Setback: 5 feet. Front Porch Zone: 8 feet deep from the front setback. The main body of the house, and /or front porches must be placed any where w it hin t he Front Porc h Zone. Front Wal k s sha l l be a minimum of 3 feet 6 inches w ide and be perpendicu lar to t he Main Body of t he house. Front Hedges are encouraged and sha ll be a ma ximum height of 3 feet 6 inc hes. Hedges should be continuous around the perimeter of the Front Yard, set just behind the sidewalk, and shou ld have an opening at t he front wa lk. A front planting area is required t he f ul l width of t he unit bet ween t he sidew a l k and the front of str ucture. Rear Lane Setback: 6 feet from Rear Lane R.O.W. for all structures at the Rear Lane. Side St reet Setbacks: 6 feet. No part of the structure can be closer than 5 feet to sidewa l k and t he space between the structure and the sidewa l k must be landscaped. If a courtyard faces the side street, that court yard must be screened with a wa l l of brick or same material as the house. A screen wall, ma x imum height 6 feet, must run to the garage or to the R.O.W. line. The yard bet ween t he Side Street Setback and sidewa l k must be landscaped. Garages sha l l be placed within the Parking Zone. For corner lots, garages shall be placed at the Rear Setback or t he wal l, or privacy wa l l, must e x tend to t he R L Setbac k. Typical garage depth is 24-30 feet. Cour t yard Zone: Private court yards are highly encouraged and must be separated from eachother with brick court yard wal ls. The wa l k way from house to garage should be covered. Typical courtyard depth is 15-20 feet. Private Zone Fences may be placed at the cour t yard openings at end units and may be a ma ximum of 6 feet high. Rear Driveways /curb cuts can be a ma x imum of 18' wide with the remainder being a planter. Required Planting area at Rear L ane Curb cut: T his area is required to have vertical plantings t hat help screen the large opening of the rear lane to the street. Minimum Lot Size: 2,400 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS LLoott TTyyppee DDiiaaggrraammss Tow n home Lots Townhome Lots vary in size and shape, but are generally 25' wide x 100' - 125' deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Tow n home Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Special consideration must be given to the shallow front yard. Townhome Lots ZONES WITHIN THE SITE Front Setbac k: 5 feet. Front Porch Zone: 8 feet deep from the front setback. The main body of the house, and /or front porc hes must be placed any where within t he Front Porc h Zone. Front Walks sha ll be a minimum of 3 feet 6 inches w ide and be per pendicular to t he Main Body of t he house. Front Hedges are encouraged and shall be a ma ximum height of 3 feet 6 inc hes. Hedges shou ld be continuous around t he perimeter of t he Front Yard, set just behind t he sidew a l k, and shou ld have an opening at the front wal k. A front planting area is required t he f u l l width of the unit bet ween t he sidewa l k and t he front of st r ucture. Rear Lane Setback: 6 feet from Rear Lane R.O.W. for al l structures at the Rear Lane. Side St reet Setback s: 6 feet. No part of the structure can be closer than 5 feet to sidewa l k and the space between the structure and the sidewa lk must be landscaped. If a court yard faces the side street, that court yard must be screened with a wall of brick or same material as the house. A screen wal l, ma x imum height 6 feet, must run to the garage or to the R.O.W. line. The yard bet ween t he Side Street Setback and sidewa lk must be landscaped. Garages sha ll be placed within the Parking Zone. For corner lots, garages sha l l be placed at the Rear Setback or the wa l l, or privac y wa ll, must ex tend to the R L Setbac k. Typical garage depth is 24-30 feet. Cou rt y ard Zone: Private cour t yards are highly encouraged and must be separated from eachother with brick cour t yard wa l ls. The wa lk way from house to garage should be covered. Typical courtyard depth is 15-20 feet. Private Zone Fences may be placed at the courtyard openings at end units and may be a ma x imum of 6 feet high. Rear Driveway s /curb cuts can be a ma ximum of 18' wide with the remainder being a planter. Required Planting area at Rear Lane Curb cut: T his area is required to have vertical plantings that help screen the large opening of the rear lane to the street. Minimum Lot Size: 2,400 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS LLoott TTyyppee DDiiaaggrraammss Tow n home Lots Townhome Lots vary in size and shape, but are generally 25' wide x 100' - 125' deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Tow n home Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Special consideration must be given to the shallow front yard. Townhome Lots Front Setbac k: 5 feet. Front Porch Zone: 8 feet deep from the front setback. The main body of the house, and /or front porc hes must be placed any where within t he Front Porc h Zone. Front Walks sha ll be a minimum of 3 feet 6 inches w ide and be per pendicular to t he Main Body of t he house. Front Hedges are encouraged and shall be a ma ximum height of 3 feet 6 inc hes. Hedges shou ld be continuous around t he perimeter of t he Front Yard, set just behind t he sidew a l k, and shou ld have an opening at the front wal k. A front planting area is required t he f u l l width of the unit bet ween t he sidewa l k and t he front of st r ucture. Rear Lane Setback: 6 feet from Rear Lane R.O.W. for al l structures at the Rear Lane. Side St reet Setback s: 6 feet. No part of the structure can be closer than 5 feet to sidewa lk and the space between the structure and the sidewa lk must be landscaped. If a court yard faces the side street, that court yard must be screened with a wall of brick or same material as the house. A screen wal l, ma x imum height 6 feet, must run to the garage or to the R.O.W. line. The yard bet ween t he Side Street Setback and sidewa lk must be landscaped. Garages sha ll be placed within the Parking Zone. For corner lots, garages sha l l be placed at the Rear Setback or the wa l l, or privac y wa ll, must ex tend to the R L Setbac k. Typical garage depth is 24-30 feet. Cou rt y ard Zone: Private cour tyards are highly encouraged and must be separated from eachother with brick cour t yard wa l ls. The wa lk way from house to garage should be covered. Typical courtyard depth is 15-20 feet. Private Zone Fences may be placed at the courtyard openings at end units and may be a ma x imum of 6 feet high. Rear Driveway s /curb cuts can be a ma ximum of 18' wide with the remainder being a planter. Required Planting area at Rear Lane Curb cut: T his area is required to have vertical plantings that help screen the large opening of the rear lane to the street. Minimum Lot Size: 2,400 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Tow n home Lots Townhome Lots vary in size and shape, but are generally 25' wide x 100' - 125' deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Tow n home Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Special consideration must be given to the shallow front yard. ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Front Setbac k: 5 feet. Front Porch Zone: 8 feet deep from the front setback. The main body of the house, and /or front porc hes must be placed any where w ithin t he Front Porch Zone. Front Walks shall be a minimum of 3 feet 6 inc hes w ide and be per pendicular to t he Main Body of t he house. Front Hedges a re encouraged and shal l be a ma x imum height of 3 feet 6 inches. Hedges shou ld be continuous around t he perimeter of t he Front Yard, set just behind t he sidewa l k, and shou ld have an opening at the front w a l k. A front planting area is required t he fu l l width of the unit bet ween t he sidewa lk and t he front of st ructure. Rear Lane Setback: 6 feet from Rear Lane R.O.W. for a l l structures at the Rear Lane. Side St reet Setbac k s: 6 feet. No part of the structure can be closer than 5 feet to sidewa lk and t he space between the structure and the sidewalk must be landscaped. If a court yard faces the side street, that cour t yard must be screened with a wall of brick or same material as the house. A screen wa l l, ma x imum height 6 feet, must run to the garage or to the R.O.W. line. The yard bet ween t he Side Street Setback and sidewalk must be landscaped. Garages sha ll be placed within the Parking Zone. For corner lots, garages sha l l be placed at the Rear Setbac k or the wa l l, or privac y wall, must ex tend to the R L Setback. Typical garage depth is 24-30 feet. Cou rt y ard Zone: Private courtyards are highly encouraged and must be separated from eachother with brick courtyard wa l ls. The walk way from house to garage should be covered. Typical courtyard depth is 15-20 feet. Priv ate Zone Fences may be placed at the courtyard openings at end units and may be a ma x imum of 6 feet high. Rear Driveway s /curb cuts can be a ma ximum of 18' wide with the remainder being a planter. Required Planting area at Rear L ane Curb cut: T his area is required to have vertical plantings t hat help screen the large opening of the rear lane to the street. Minimum Lot Size: 2,400 SF R E S I D E N T I A L LOT S 7 3 REQ. PLANTING AREALANE / ROW'Z EASEMENT —- REAR SETBACK PARKING ZONE COURT YARD ZONE FRON PORCH ZONE FRON SETBACK ul□ tn u tn y <□ XI Op oo 0s oo | i l SIDEWALK GRASS STRIP FOR STREET TREES \REET PARKING•N-S U d i (SNCA > 1 qI / I 3 REAR PAT H W A Y ON-S TR E E T P AR K I N G SID E -S TR E E T S ET B A C K STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Village Cottage Lots Village Cottage lots vary in size and shape, but are generally 45-55 feet wide for mid-block lots and 50-55 feet wide for corner lots, and 80-130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Village Cottage L ots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Front Setback: 6 ft minimum from property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Front Porch Elevation: The edge of the front porch must be a minimum of 24" above grade at the front porch. Side Setback: Adjacent Lots: 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Rear Driveways /curb cuts can be a maximum of 18' wide with the remainder being a planter area. A third garage bay must be separated from the other two by a planter strip 3 ft wide. Side Yard Usage Easement is located on the west or north side of lots. The easement is 5 feet and allows the neighboring house to use the 5 feet for their courtyard. This gets rid of the need for a privacy fence between houses on such narrow lots. Houses have to be designed with this in mind as neighboring windows facing this easement will need to have transluscent glass or have their sills at 5' above finished floor both levels. Garages shall be placed in the rear of the lot off the rear lane. For corner lots, garages shall be placed at the Rear Setback and Side-Street Setback to help enclose the rear lane entry. Required Planting area at Rear Lane Curb cut: This area is required to have vertical plantings that help screen the large opening of the rear lane to the street. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Village Cottage Lots - Rear Lane ZONES WITHIN THE SITE Minimum Lot Size: 4,500 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Village Cottage Lots Village Cottage lots vary in size and shape, but are generally 45-55 feet wide for mid-block lots and 50-55 feet wide for corner lots, and 80-130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Village Cottage Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Front Setback: 6 ft minimum from property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Front Porch Elevation: The edge of the front porch must be a minimum of 24" above grade at the front porch. Side Setback: Adjacent Lots: 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Rear Driveways /curb cuts can be a maximum of 18' wide with the remainder being a planter area. A third garage bay must be separated from the other two by a planter strip 3 ft wide. Side Yard Usage Easement is located on the west or north side of lots. The easement is 5 feet and allows the neighboring house to use the 5 feet for their courtyard. This gets rid of the need for a privacy fence between houses on such narrow lots. Houses have to be designed with this in mind as neighboring windows facing this easement will need to have transluscent glass or have their sills at 5' above finished floor both levels. Garages shall be placed in the rear of the lot off the rear lane. For corner lots, garages shall be placed at the Rear Setback and Side-Street Setback to help enclose the rear lane entry. Required Planting area at Rear Lane Curb cut: This area is required to have vertical plantings that help screen the large opening of the rear lane to the street. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Cottage Lots - Rear Lane ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 4,500 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Village Cottage Lots Village Cottage lots vary in size and shape, but 45-55 feet wide for mid-block lots and 50-55 feet wide for corner lots, and 80-130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Village Cottage L ots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Front Setback: 6 ft minimum from property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Front Porch Elevation: The edge of the front porch must be a minimum of 24" above grade at the front porch. Side Setback: Adjacent Lots: 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Rear Driveways /curb cuts can be a maximum of 18' wide with the remainder being a planter area. A third garage bay must be separated from the other two by a planter strip 3 ft wide. Side Yard Usage Easement is located on the west or north side of lots. The easement is 5 feet and allows the neighboring house to use the 5 feet for their courtyard. This gets rid of the need for a privacy fence between houses on such narrow lots. Houses have to be designed with this in mind as neighboring windows facing this easement will need to have transluscent glass or have their sills at 5' above finished floor both levels. Garages shall be placed in the rear of the lot off the rear lane. For corner lots, garages shall be placed at the Rear Setback and Side-Street Setback to help enclose the rear lane entry. Required Planting area at Rear Lane Curb cut: This area is required to have vertical plantings that help screen the large opening of the rear lane to the street. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Cottage Lots - Rear Lane ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 4,500 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Village Cottage Lots Village Cottage lots vary in size and shape, but -55 feet wide for mid-block lots and 50-55 feet wide for corner lots, and 80-130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for Village Cottage Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on the Front Porch Zone line or within it. Front Setback: 6 ft minimum from property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Front Porch Elevation: The edge of the front porch must be a minimum of 24" above grade at the front porch. Side Setback: Adjacent Lots: 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Rear Driveways /curb cuts can be a maximum of 18' wide with the remainder being a planter area. A third garage bay must be separated from the other two by a planter strip 3 ft wide. Side Yard Usage Easement is located on the west or north side of lots. The easement is 5 feet and allows the neighboring house to use the 5 feet for their courtyard. This gets rid of the need for a privacy fence between houses on such narrow lots. Houses have to be designed with this in mind as neighboring windows facing this easement will need to have transluscent glass or have their sills at 5' above finished floor both levels. Garages shall be placed in the rear of the lot off the rear lane. For corner lots, garages shall be placed at the Rear Setback and Side-Street Setback to help enclose the rear lane entry. Required Planting area at Rear Lane Curb cut: This area is required to have vertical plantings that help screen the large opening of the rear lane to the street. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Cottage Lots - Rear Lane ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 4,500 SF R E S I D E N T I A L LOT S 74 OrorW owU— REQUIRED PLAN ING AREA AT REAR LANE CURB CUT- — REAR LANE —= TRANSORMER LOCATION I REAR PROPERTY INE (ROW)1 REAR SETBACK I7 I 0 1 Ul FRON PORCH ZONE FRON SETBACK2. SIDEWALK GRABS STRIP FOR STREET TREES ON-STREET PARKING C8(88 —U•r4 PRIVATE YARD < SIDE SIDE YARD YARD 31C (J.C; (nr__a11 1- Ill 111 I2 •I] 111 ill I Y U y U Id in id in □ z y a Id Q tni in Id □ on in z□ u in in in 4 I ID in u □ tn 11 • I ld id a z ld 2 in 4 ld ld ill □ □ ld E 1 in i lo I□ II m y □ m 2 • ul ' 2 in ।<u 1 w • in' □ i ul l I l , o“so0 o fo 4 5 X GARAGE ZONE FOR CORNER LOT - Ill 111 I F in STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Neighborhood Cottage Lots - 60' Neighborhood cottage lots are 45-60 feet wide and 100 - 130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for 60' wide Neighborhood Cottage Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that z one. Corner lot s are typically slightly larger than mid-block lots. Neighborhood Cottage L ots - 60' - Rear Lane ZONES WITHIN THE SITE Front Setback: 10 ft from front property line to edge of porc h. Front Porc h Zone: 8 ft. deep from t he front setback. T he front wall of t he house and t he front porc h are to be placed in t his zone. Side Setback: A djacent L ots: Minimum 5 feet. Side-Street Setback: A djacent to Street: 6 feet. No part of t he str ucture can be c loser t han 6 feet to t he sidewal k r unning dow n the side of the house. Rear Setback: 10 ft minimum from rear propert y line or ROW. G arage Setbac k: 22 ft. from front propert y line or 6 ft minimum behind front wall of house. Private Zone Fences sh a l l be a ma ximum of 6 feet high. T hey may e x tend to and be placed on propert y lines bet ween lots. Privac y fences running a long side street must be set off the sidewalk a minimum of 12" for a planter strip a long the sidewal k edge. Privac y fences that face t he front street must start behind t he first w indow on the side of t he house at the front. Corner L ot Front D rive L ocat ion: Front drives for corner lots are to be placed away from the corner as shown in the diagram to left. Front D rive Widt hs: T he drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewa l k. Front Walks sha ll be a minimum of 3 feet 6 inc hes w ide and be per pendicular to t he Main Body of t he house. Front Yard Fences and Hedg es are encouraged and sha l l be a ma ximum of 3 feet tal l. Ma x imum opacit y for fences or low wa lls w it hin t his 3 foot high plane is 60%. Front Yard Fences and Hedges shou ld be continuous around t he perimeter of the Front Yard, set bet ween 6 inches and 2 feet from the sidewal k, and shou ld have a gate or opening at t he front walk. Requ ired Plant ing s: Each lot is required to have a planting area at eac h side of t he front drive cu rb cut. Minimum Lot Size: 4,500 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Neighborhood Cottage Lots - 60' Neighborhood cottage lots are 45-60 feet wide and 100 - 130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for 60' wide Neighborhood Cottage Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that zone. Corner lot s are typically slightly larger than mid-block lots. Neighborhood Cottage L ots - 60' - Rear Lane ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Front Setback: 10 ft from front propert y line to edge of porch. Front Porch Zone: 8 ft. deep from t he front setbac k. T he front wa l l of the house and t he front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: A djacent to Street: 6 feet. No part of the st ructure can be closer than 6 feet to t he sidewa l k running dow n the side of t he house. Rear Setback: 10 ft minimum from rear proper t y line or ROW. G ara ge Setback: 22 ft. from front proper ty line or 6 ft minimum behind front wa l l of house. Private Zone Fences sha ll be a ma x imum of 6 feet high. T hey may ex tend to and be placed on proper ty lines bet ween lots. Privacy fences r unning a long side street must be set off t he sidewa l k a minimum of 12" for a planter strip along t he sidew a l k edge. Privacy fences t hat face the front street must start behind the first window on t he side of t he house at t he front. Corner Lot Front D rive Location: Front drives for corner lots are to be placed away from t he corner as shown in the diagram to left. Front Drive Widt hs: T he drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewa lk. Front Wal k s shal l be a minimum of 3 feet 6 inches wide and be perpendicu lar to the Main Body of t he house. Front Yard Fences and Hedges are encouraged and sha ll be a ma x imum of 3 feet t a l l. Ma ximum opacity for fences or low walls w it hin this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around t he perimeter of the Front Yard, set bet ween 6 inches and 2 feet from t he sidewa l k, and shou ld have a gate or opening at t he front walk. Required Planting s: Eac h lot is required to have a planting area at each side of the front drive curb cut. Minimum Lot Size: 4,500 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Neighborhood Cottage Lots - 60' Neighborhood cottage lots are 45-60 feet wide and 100 - 130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for 60' wide Neighborhood Cottage Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that zone. Corner lot s are typically slightly larger than mid-block lots. Neighborhood Cottage L ots - 60' - Rear Lane ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Front Setback: 10 ft from front property line to edge of porch. Front Porc h Zone: 8 ft. deep from t he front setback. T he front wal l of the house and t he front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: A djacent to Street: 6 feet. No part of t he structure can be closer than 6 feet to the sidew a l k running dow n the side of the house. Rear Setback: 10 ft minimum from rear propert y line or ROW. G arage Setback: 22 ft. from front propert y line or 6 ft minimum behind front wal l of house. Private Zone Fences sha ll be a ma x imum of 6 feet high. T hey may e x tend to and be placed on proper ty lines bet ween lots. Privacy fences running a long side street must be set off the sidewal k a minimum of 12" for a planter strip along the sidew a l k edge. Privac y fences that face the front street must start behind the first w indow on the side of t he house at t he front. Corner Lot Front D rive Location: Front drives for corner lots are to be placed away from the corner as shown in the diagram to left. Front D rive Widt hs: T he drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewa l k. Front Walk s sha ll be a minimum of 3 feet 6 inches w ide and be perpendicu lar to the Main Body of t he house. Front Yard Fences and Hedges a re encouraged and sha l l be a ma ximum of 3 feet t a l l. Ma x imum opacity for fences or low wa lls w it hin this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around t he perimeter of the Front Yard, set bet ween 6 inches and 2 feet from the sidew a l k, and shou ld have a gate or opening at t he front walk. Required Planting s: Eac h lot is required to have a planting area at each side of t he front drive curb cut. Minimum Lot Size: 4,500 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Neighborhood Cottage Lots - 60' Neighborhood cottage lots are 45-60 feet wide and 100 - 130 feet deep. The location and dimensions of the zones indicated in the diagrams on this page are typical for 60' wide Neighborhood Cottage Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that zone. Corner lot s are typically slightly larger than mid-block lots. Neighborhood Cottage L ots - 60' - Rear Lane ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Front Setback: 10 ft from front propert y line to edge of porch. Front Porc h Zone: 8 ft. deep from t he front setbac k. T he front wal l of the house and t he front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: A djacent to Street: 6 feet. No part of t he st ructure can be closer than 6 feet to the sidew a l k running dow n the side of the house. Rear Setback: 10 ft minimum from rear proper t y line or ROW. G arage Setback: 22 ft. from front proper t y line or 6 ft minimum behind front wal l of house. Private Zone Fences sha ll be a ma x imum of 6 feet high. T hey may ex tend to and be placed on proper ty lines bet ween lots. Privacy fences r unning a long side street must be set off the sidewal k a minimum of 12" for a planter strip along the sidew a l k edge. Privac y fences that face the front street must start behind the first window on t he side of t he house at t he front. Corner Lot Front D rive Location: Front drives for corner lots are to be placed away from t he corner as shown in the diagram to left. Front D rive Widt hs: T he drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewa lk. Front Wal k s shall be a minimum of 3 feet 6 inches wide and be perpendicu lar to the Main Body of t he house. Front Yard Fences and Hedges a re encouraged and sh a ll be a ma x imum of 3 feet t a l l. M a x imum opacity for fences or low wa lls w it hin this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around t he perimeter of the Front Yard, set bet ween 6 inches and 2 feet from t he sidew a l k, and shou ld have a gate or opening at t he front walk. Required Planting s: Eac h lot is required to have a planting area at each side of t he front drive curb cut. Minimum Lot Size: 4,500 SF R E S I D E N T I A L LOT S 7 5 PRIVACY YARD FRONT YARD FRONT PORCH ZONE I! I I ! SIDEWALK I I I REAR SETBACK I GARAGE SETBACK FRONT SETOACK I It L Y • m F L 0] u u I - u o in GRASS STRIP FOR STREET TREES Op O | I i 83 oo SID E S ET B A C K I 4 4 ■ — 1 1 2 > e” L. I i I II I f STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Signature Lots - 70' Signature lots vary in size and shape, but are genera lly 70 feet wide and 120 feet deep. T he location and dimensions of t he zones indicated in the diagrams on this page are typical for 70' wide Signature Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that zone. Corner lots are typically slightly larger th an mid-block lots. Front Setback: 10 ft from front property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to the sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Garage Setback: 24 ft. from front property line or 8 ft minimum behind front wall of house. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots are to be placed away from the corner as previously shown on the 60' diagram, or, an alternate preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. Signature Lots - 70' ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 8,400 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Signature Lots - 70' Signature lots vary in size and shape, but are general ly 70 feet wide and 120 feet deep. T he location and dimensions of the zones indicated in the diagrams on this page are typical for 70' wide Signature Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that zone. Corner lots are typically slightly larger than mid-block lots. Front Setback: 10 ft from front property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to the sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Garage Setback: 24 ft. from front property line or 8 ft minimum behind front wall of house. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots are to be placed away from the corner as previously shown on the 60' diagram, or, an alternate preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. Signature Lots - 70' ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 8,400 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Signature Lots - 70' Signature lots vary in size and shape, but are general ly 70 feet wide and 120 feet deep. T he location and dimensions of the zones indicated in the diagrams on this page are typical for 70' wide Signature Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that zone. Corner lots are typically slightly larger than mid-block lots. Front Setback: 10 ft from front property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to the sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Garage Setback: 24 ft. from front property line or 8 ft minimum behind front wall of house. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots are to be placed away from the corner as previously shown on the 60' diagram, or, an alternate preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. Signature Lots - 70' ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 8,400 SF STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Signature Lots - 70' Signature lots vary in size and shape, but are general ly 70 feet wide and 120 feet deep. T he location and dimensions of the zones indicated in the diagrams on this page are typical for 70' wide Signature Lots. Porches are located in the Front Porch Zone with the door-wall of the main body also being located on that zone line or within that z one. Corner lots are typically slightly larger than mid-block lots. Front Setback: 10 ft from front property line to edge of porch. Front Porch Zone: 12 ft. deep from the front setback. The front wall of the house and the front porch are to be placed in this zone. Side Setback: Adjacent Lots: Minimum 5 feet. Side-Street Setback: Adjacent to Street: 6 feet. No part of the structure can be closer than 6 feet to the sidewalk running down the side of the house. Rear Setback: 10 ft from rear property line or ROW. Garage Setback: 24 ft. from front property line or 8 ft minimum behind front wall of house. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots are to be placed away from the corner as previously shown on the 60' diagram, or, an alternate preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. Signature Lots - 70' ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE Minimum Lot Size: 8,400 SF R E S I D E N T I A L LOT S 7 6 REAR SETBACK I PRIVACY YARD | •]i GARAGE SETBACKI FRONT PORCH ZONE -4FRONT SETBACKFRONT YARD SIDEWALK GRASS STRIP FOR STREET TREES L a □ in u L I F ID V □ 4 Y < CD F u (JI —i u□ in 0o 0 , % : i O 32 __ t 2 2 GRA S S S TR I P FO R S TR E E T T RE E S L | A i- r 1 b { A t I I i. s s O O 0 ct I n ] STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Fairhope R3 The location and dimensions of the zones indicated in the diagrams on this page are typical for lots that are zoned R3 in the Fairhope Zoning Code. Zoning requires a minimum lot size of 7,800 SF, minimum lot width of 65', and a maximum total lot coverage by all structures is 35% with a max height of 30'. Front Setback: 35 ft from front property line. Side Setback: Adjacent Lots: Minimum 8 feet. Side-Street Setback: Adjacent to Street: 20 feet. Rear Setback: 30 ft from rear property line. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots should be placed away from the corner; preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. Fairhope R3 - 65' - Front Drive ZONES WITHIN THE SITE STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Fairhope R3 The location and dimensions of the zones indicated in the diagrams on this page are typical for lots that are zoned R3 in the Fairhope Zoning Code. Zoning requires a minimum lot size of 7,800 SF, minimum lot width of 65', and a maximum total lot coverage by all structures is 35% with a max height of 30'. Front Setback: 35 ft from front property line. Side Setback: Adjacent Lots: Minimum 8 feet. Side-Street Setback: Adjacent to Street: 20 feet. Rear Setback: 30 ft from rear property line. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots should be placed away from the corner; preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Fairhope R3 The location and dimensions of the zones indicated in the diagrams on this page are typical for lots that are zoned R3 in the Fairhope Zoning Code. Zoning requires a minimum lot size of 7,800 SF, minimum lot width of 65', and a maximum total lot coverage by all structures is 35% with a max height of 30'. Front Setback: 35 ft from front property line. Side Setback: Adjacent Lots: Minimum 8 feet. Side-Street Setback: Adjacent to Street: 20 feet. Rear Setback: 30 ft from rear property line. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots should be placed away from the corner; preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE STREET DESIGNPICKLE GREEN PICKLE GREEN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE RESIDENTIAL LOTS Lot Type Diagrams Fairhope R3 The location and dimensions of the zones indicated in the diagrams on this page are typical for lots that are zoned R3 in the Fairhope Zoning Code. Zoning requires a minimum lot size of 7,800 SF, minimum lot width of 65', and a maximum total lot coverage by all structures is 35% with a max height of 30'. Front Setback: 35 ft from front property line. Side Setback: Adjacent Lots: Minimum 8 feet. Side-Street Setback: Adjacent to Street: 20 feet. Rear Setback: 30 ft from rear property line. Private Zone Fences shall be a maximum of 6 feet high. They may extend to and be placed on property lines between lots. Privacy fences running along side street must be set off the sidewalk a minimum of 12" for a planter strip along the sidewalk edge. Privacy fences that face the front street must start behind the first window on the side of the house at the front. Corner Lot Front Drive Location: Front drives for corner lots should be placed away from the corner; preferred location would be near the rear of the lot along the side street. Front Drive Widths: The front drive may be no wider than 12 ft at the curb cut, and can flare out to 18 ft beyond the sidewalk. Front Walks shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house. Front Yard Fences and Hedges are encouraged and shall be a maximum of 3 feet tall. Maximum opacity for fences or low walls within this 3 foot high plane is 60%. Front Yard Fences and Hedges should be continuous around the perimeter of the Front Yard, set between 6 inches and 2 feet from the sidewalk, and should have a gate or opening at the front walk. Required Plantings: Each lot is required to have a planting area at each side of the driveway curb cut. ZONES WITHIN THE SITE PLACING THE HOUSE ON THE SITE R E S I D E N T I A L LOT S 7 7 REAR SETBACK 1 r *=* AREA FOR HOUSE FRONT SETBACK FRONT YARD SIDEWALK GRASS STRIP FOR STREET TREES u□0 y •] s - ul U) ((i Urr a11 <Hi 15 -1T 6.10—to.1 (LP10 —U- C) f-: o Or l —0o 1 I . O 339%5.8 SID E -S TR E E T S ET B A C K GRA S S S TR I P FO R S TR E E T T RE E S P E D E S T R I A N C O N N E C T I V I T Y P L A N 7 8 GREENSPACE NETWORK PLAN urban studio . memphis | rural studio . ackerman | coastal studio . fairhope | p 855.539.5086 cpladesignplanning.com COLONY VILLAGE FAIRHOPE, ALABAMA NOT TO SCALE PEDESTRIAN CONNECTIVITY PLAN STATE HWY 104 PARK WALKS CONNECTION TO NEIGHBORING SCHOOL STREETSIDE WALKS F r , 4 n IL. 1— :o 5 4 (° 0 ; “b e d — — — cl of C & ye o y © I I I I I I t 70 . I • A s ss is l l l-- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —I ‘9 t e 6% i .. 0 %2 E Q O I I ! । s. 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During on-site meeting with the ACOE on May 8, 2025, we reviewed the site, looked at wetland boundaries, and discussed the main strategies for managing stormwater on the property. The updated Stormwater Exhibit, dated January 18, 2026, shows a design that uses an in-line stormwater system connected to restored wetlands. These wetlands will be improved to help naturally clean the water and support the environment. The plan shall be closely designed for proper restoration along with Wetland Sciences (see Wetland Narrative included within this PUD) to include wetland buffer zones, improvements and crossings to create the in-line stormwater detention, and a berm to regulate and control water flow. Final details are still being reviewed by the ACOE regarding the wetland areas that will be affected. However, from recent discussions with Wetland Sciences and the ACOE, we know all watercourses on the site will be considered jurisdictional, though they are low quality. The in-stream structures can be permitted under a Nationwide (NW) permit. We’ve updated the exhibits to match the wetland boundaries and answered questions that ACOE staff generated from the site review. The approved jurisdictional determination (“AJD”) was issued on December 31, 2025, and that linework is incorporated and accounted for throughout our plan. The full AJD can be found at the end of this PUD submittal. During a follow-up site visit on July 7, 2025 the locations were confirmed for key stormwater features. Those findings have been included in the current concept, contemplated at the roadway crossings, and will guide the next steps in permitting and engineering. Sincerely, Best Regards, JADE CONSULTING, LLC Paul Marcinko, P.E. Senior Project Manager pmarcinko@jadengineers.com P R O P O S E D D R A I N A G E N A R R AT I V E 8 0 JADE CONSULTING C O LO N Y V I L L A G E S TO R M WAT E R E X H I B I T 8 1 92 89 90 91 92 93 94 95 96 98 99 10 0 10 1 102 103 10 4919293949596979899100101102103104105106107108109110111112 105 106 107 108 109 110 111 112 103 104 114 115 106 107 10410510610710810 9 11 011111211311 4115116117 9293 94 95 96 97 989910010110210 310410510 610 710 810 911 0 10 8 10 6 10 7 10 5 11 0 10 4 10 0 110 110 105 100 104 10 4 WE T DE T E N T I O N PO N D 3 W W W W W W W W W W W W W W W W W W W W W W W 88 11 1 11 2 11 3 11 4 12 7 12 8 12 9 13 0 13 1 13 2 13 3 13 4 13 5 13 6 14 1 14 2 14 3 14 4 S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S SS WW W W W W W W W WW WW W W C1A C1A B1AB1A B1A B1A A1A A1A C1A A1A C1A C1A A1A B1A B1A A1A C1A A1A C1A A1A LOT 101.050 AC ±140'x311' LOT 90.999 AC ±140'x311' CA 10.700 AC LOT 11 1.015 AC CA 2 0. 2 0 2 A C 100' HIGHWAY CONSTRUCTION SETBACK PP WPP PP PP PP E E W WW W WL WL WL WL WL WL WL WL WL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWLWLWLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL WLWL WL WLWL WL WL WL WL WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWL WL PP PP PP WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WLB WL B WL B WLB WLB WLB WLB WL B WLB WLBWLBWLBWLBWLBWLBWLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WL B WLB WLB WLB WL B WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WL B WL B WL B WLB WLB WLB WLB WL B WL B WL B WLB WL B WLB WL B WLB WL B WL B WL B WL B WL B WL B WL B WL B WLB WL B WLB WL B WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLBWLB WLB WLBWLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WL B 50 ' P U B L I C R . O . W . 50' PUBLIC R.O.W. 50' PUBLIC R.O.W. 50' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 50' PU B L I C R . O . W . 50' PUBLIC R.O.W. 30 ' P U B L I C R . O . W . 60 ' P U B L I C R . O . W . 30 ' P U B L I C R . O . W . 30' PU B L I C R . O . W . 30' P U B L I C R . O . W . 30' P U B L I C R . O . W . 30' P U B L I C R . O . W . 30' PU B L I C R . O . W . 30' PU B L I C R . O . W . 30' P U B L I C R . O . W . 30' PU B L I C R . O . W . 30' PU B L I C R . O . W . 30' PUBL I C R . O . W . 30' P U B L I C R . O . W . 30' P U B L I C R . O . W . 20' P U B L I C R . O . W . 20' PUBLIC R.O.W. 20' P U B L I C R . O . W . 20' PUBL I C R . O . W . 20' PUBLIC R.O.W. 20 ' P U B L I C R . O . W . 30 ' P U B L I C R . O . W . 30' P U B L I C R . O . W . 30 ' P U B L I C R . O . W . 30' PUBLIC R.O.W. 30' P U B L I C R . O . W . 30 ' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 50' P U B L I C R . O . W . 60' P U B L I C R . O . W . 60' P U B L I C R . O . W . 60' PU B L I C R . O . W . 60 ' P U B L I C R . O . W . 60' PU B L I C R . O . W . 60' PUBLIC R.O.W. 60' PUBLIC R.O.W. 60' PUBL I C R . O . W . 60' P U B L I C R . O . W . 60' PUB L I C R . O . W . 50' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 30' PUBLIC R.O.W. 20' PUBLIC R.O.W. 60' PUBLIC R.O.W. 60' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 50' PUBLIC R . O . W . 60' PU B L I C R . O . W . 60' P U B L I C R . O . W . 50' PUBLIC R.O.W. 30' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 50 ' P U B L I C R . O . W . 30' PU B L I C R . O . W . 20' P U B L I C R . O . W . 20' PU B L I C R . O . W . 20' PUBL I C R . O . W . 50' P U B L I C R . O . W . 30 ' P U B L I C R . O . W . 20 ' P U B L I C R . O . W . 20 ' P U B L I C R . O . W . 30' P U B L I C R . O . W . 50' PUB L I C R . O . W . 20' P U B L I C R . O . W . 50' P U B L I C R . O . W . 30' PUBLIC R. O . W . 30' P U B L I C R . O . W . 60' PUBLIC R . O . W . 60' P U B L I C R . O . W . 100' HIGHWAY CONSTRUCTION SETBACK (FROM CENTERLINE OF R.O.W) COMMON AREAAPPROX. 0.04 AC COMMON AREAAPPROX. 0.09 AC COMMON AREAAPPROX. 0.14 AC COMMON AREAAPPROX. 0.06 AC 50' W E T L A N D B U F F E R 30' WET L A N D B U F F E R 30' W E T L A N D B U F F E R 30' WETLAND BUFFER 30' WETLAND BUFFER 50' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 50' WETLAND B U F F E R 50 ' W E T L A N D B U F F E R 30' W E T L A N D B U F F E R 30' W E T L A N D B U F F E R 30' W E T L A N D B U F F E R 30 ' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 50' WETLAND B U F F E R 30' WE T L A N D B U F F E R PROPOSED BERM COMMON AREAAPPROX. 3.62 AC COMM O N A R E A APPR O X . 2 . 3 4 A C COMMON AREAAPPROX. 1.94 AC. COMMON AREAAPPROX. 1.38 AC COMMON AREAAPPROX. 2.09 AC COMMON AREAAPPROX. 0.37 AC COMMON AREAAPPROX. 3.65 AC COMM O N A R E A APPRO X . 1 . 5 1 A C COMMON AREAAPPROX. 0.49 AC COMMON AREAAPPROX. 0.73 AC COMMON AREAAPPROX. 0.68 AC CO M M O N A R E A AP P R O X . 3 . 8 1 A C CO M M O N A R E A APP R O X . 0 . 2 6 A C COMMON AREAAPPROX. 6.26 AC COMMON AREA (APPROX. 0.17 AC) COM M O N A R E A APPR O X . 0 . 4 3 A C COM M O N A R E A ( A P P R O X . 0 . 1 9 A C ) COMMON AREAAPPROX. 0.70 AC COMMON AREAAPPROX. 0.27 AC COMMON AREAAPPROX. 0.24 AC COMMON AREAAPPROX. 2.64 AC COMMON AREAAPPROX. 0.91 AC COMMON AREAAPPROX. 1.41 AC COMMON AREAAPPROX. 1.98 AC STORMWATER EXHIBIT COLONY VILLAGE PLANNED UNIT DEVELOPMENT STATE HIGHWAY 104 FAIRHOPE, ALABAMA DA T E : 0 1 / 1 8 / 2 0 2 6 ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 150150 150 LEGEND EXISTING WETLANDS PROPOSED IN-LINE STORMWATER MANAGEMENT / RECONSTRUCTED WETLANDS (RESTORED) (FINAL DESIGN PENDING) 92 89 90 91 92 93 94 95 96 98 99 10 0 10 1 102 103 10 4919293949596979899100101102103104105106107108109110111112 105 106 107 108 109 110 111 112 103 104 114 115 106 107 10410510610710810 9 11 011111211311 4115116117 9293 94 95 96 97 989910010110210 310410510 610 710 810 911 0 10 8 10 6 10 7 W W W W W W W W W W W W W W W W W W W W W W W 88 11 1 11 2 11 3 11 4 12 7 12 8 12 9 13 0 13 1 13 2 13 3 13 4 13 5 13 6 14 1 14 2 14 3 14 4 S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S SS WW W W W W W W W WW WW W W C1A C1A B1AB1A B1A B1A A1A A1A C1A A1A C1A C1A A1A B1A B1A A1A C1A A1A C1A A1A PP WPP PP PP PP E E W WW W WL WL WL WL WL WL WL WL WL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWLWLWLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL WLWL WL WLWL WL WL WL WL WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWL WL PP PP PP WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WLB WL B WL B WLB WLB WLB WLB WL B WLB WLBWLBWLBWLBWLBWLBWLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WL B WLB WLB WLB WL B WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WL B WL B WL B WL B WL B WLB WLB WLB WLB WL B WL B WL B WLB WL B WLB WL B WLB WL B WL B WL B WL B WL B WL B WL B WL B WLB WL B WLB WL B WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLBWLB WLB WLBWLB WLB WLB WLB WLB WLB WLB WLB WL B WL B WL B WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WL B WL B WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WL B WLB WLB WL B COMMON AREAAPPROX. 0.04 AC COMMON AREAAPPROX. 0.09 AC COMMON AREAAPPROX. 0.14 AC COMMON AREAAPPROX. 0.06 AC 50' W E T L A N D B U F F E R 30' WET L A N D B U F F E R 30' W E T L A N D B U F F E R 30' WETLAND BUFFER 30' WETLAND BUFFER 50' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 50' WETLAND B U F F E R 50 ' W E T L A N D B U F F E R 30' W E T L A N D B U F F E R 30' W E T L A N D B U F F E R 30' W E T L A N D B U F F E R 30 ' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 50' WETLAND B U F F E R 30' WE T L A N D B U F F E R PROPOSED BERM COMMON AREAAPPROX. 3.62 AC COMM O N A R E A APPR O X . 2 . 3 4 A C COMMON AREAAPPROX. 1.94 AC. 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I <2 Td(0 mUN WT M. e— WyAV=-----== y - AMY) IG P=De VIV t U S O1,p,1 l ---- M ; i ; i r | r | F t t j —l \ ' Exterior Building Materials and Aesthetics • No more than two materials on the facade of any Residence • Exterior Materials used can be made of Brick, Stucco, Wood, or Hardie board • Vinyl and Aluminum are not allowed to be used for any exterior materials • Exterior of roofs must be made of asphalt shin- gles or made of metal—5V or standing seem • Roof Pitch on any residence must have a min- imum ratio of 8:12 on main roof and 4:12 on secondary roof • Any and all shutters must be made of wood • Allowable height of any structure must not exceed 35 feet from grade • Detached structures must be made of the same materials as the Primary Structure Fencing and Sidewalks • Fencings made of wood, masonry, iron, or ornamental aluminum per design standards • No chain link fencing allowed in any instance including common areas or amenities • Fencing to have a max height of four feet when facing any common area or Greenway • No chain link fencing allowed in any instance including common areas or amenities • Fencing to have a max height of six feet • All sidewalks in common areas or right of ways to be a minimum of five feet in width and made of concrete per the approved streetscape plan • The front porch of any residence that faces a roadway or common area shall be connected to the sidewalk in the right of way or common area by a sidewalk four feet in width where applicable. Note that in some instances due to grade, concrete stairs connecting the resi- dence porch to the sidewalk along the right of way or common area is acceptable. Carports, Garages, and Driveways • Each residence must have a garage, carport, or driveway capable of storing two vehicles • The garages or carports may be attached or detached • Driveways can be made of concrete or brick pavers • Garages may not be made of Aluminum or Vinyl Trees, Landscaping, and Horticulture Any Tree planting shall follow the Landscape Plan of the development including but not limited to: • Street trees must be planted along the entire street frontage per plan • A minimum of a 45-gallon tree must be planted along any main roadway • No species other than native plants to the general area to be planted • Minimum size of shrubs to be three gallons • Lawns must be sodded, not seeded Architectural Guidelines C O LO N Y V I L L A G E - FA I R H O P E , A L A R C H I T E C T U R A L G U I D E L I N E S 8 2 Neighborhood Signage • Only two signs are allowed to be displayed on any one residential lawn at any given time • Allowable signage includes: • Any For Sale sign – size to be standard provided by local real estate governance • Any contractor’s sign • Any other sign not to be larger than 18” wide by 24” in height Architectural Review Standards • No construction to any residence may begin unless approved by the Architectural Review Board (ARB) • Plans that must be submitted to the ARB include: Site plan, floor plan, elevations, exterior materials used, and landscape plan HOA Dues and Other Items • Each Property owner is responsible for their share of HOA dues • HOA dues must be paid in full before the transfer of any property • A Transfer Fee of $250 is to be paid by the Current Owner who is transferring the Property to the next Owner A R C H I T E C T U R A L G U I D E L I N E S 8 3 V R E N D E R I N G S O F P R O P O S E D A R C H I T E C T U R E 8 4 Colony Village - Townhouse Boulevard Colony Village - Level Side-Load Burnside —— ■ J 1S” ocy eSot ' rr[,A"s V 6 6XT ss i he P| ■TT mmllt |I re L.s157|| I -U.— — “0‘0., y’A . %4 xn05 2.-49not (A .r-o 0es() = 118 9- .hV:66 Y.or ■ ia — AXt'r 1 ?19o-E d - 3-re de+.mom (C V d9 . 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P HR7 ley:w’s 11- 09& 2 )2.$O g'29..** tEN '• 3O *9 CotseP 5 t.W 4 7 3Ux‘re 1h-E•Tt MS 1 E-am IHL.=1wdig (, i ;7 HAe/ G y > e../t T@ t ■- ys . < ■ t i aI B 172r JTe ‘y.T V.Y*TP"pyft 3ar Sgtmme Mdllur."M’sA t 0 •p. | ! 4 rh”5 Jr knan =d| iDEE El 51 . %. sown. e"e sse x% leea,“e " L y “‘‘s “ie Den." yre " •, , I[ 5 nds 0 "m . ags 293 S id H | = " s 3=t e n p SE i ^ S g R E N D E R I N G S O F P R O P O S E D A R C H I T E C T U R E 8 6 Colony Village - Front Load Bourget Colony Village - Bergamo Front Load Option 2 $ J 00_J ■ ■, rl 0 L ■ ... o B /J,ST ■-ure -Dan —mmt-asem- 9.IIIIIIII ts —Iti.. L21t I!u ) ger t.Ah “To ) -s fli s shesniita wh. .7fldXt, ‘s S . C.O r. P % •- _ k$0 05 ,00 X41 -Pl i(v H | |I" I i1d - )i2 --------- ...amazk w 6 &. 4 ■ M wr 1 s s . 3 "4 " r -B rA ‘ 6 0,7 wdv) AA/s. C.> "3- r' w 11d li ||I Sens - 3 u ' ’ s as 1, -1- 4-3 MWnj (2 (. sis ‘ys oo ' 4 ■ h t l f.3. ‘7 L.,C D 45P "hc 2... ..—CEi,. .N < -- ' • e ( w - -1 Ae .S M hiei e k h hvs ,7s U. t I 2 —)Lrsi 35 T R A F F I C I M PA CT A N A LY S I S N A R R AT I V E I . I NTRO DUCTIO N To proactively assess and address the potential traffic impacts of the proposed Colony Village development, a comprehensive Traffic Impact Study (TIS) was commissioned. The study was professionally prepared by Burch Transportation, LLC, in March 2025. This narrative summarizes the key findings, methodology, and the developer’s commitment to implementing the recommended roadway improvements to ensure safe and efficient traffic operations on the surrounding road network. II . STU DY SCO PE AN D M ETH O DO LOGY The scope of the TIS was developed in direct coordination with both the Alabama Depart- ment of Transportation (ALDOT) and the City of Fairhope to ensure all areas of concern were thoroughly evaluated. To establish baseline traffic conditions, turning movement counts were conducted during the AM and PM peak hours on a weekday and during the midday peak hour on a Saturday. The data was collected on December 5th and 7th, 2024, and January 9th and 11th, 2025. At the request of ALDOT and the City of Fairhope, the study analyzed the following seven (7) key intersections: 1. State Highway 181 and State Highway 104 2. State Highway 104 and Gallery Boulevard (Proposed Site Access) 3. State Highway 104 and St. Michael Way/Lawrence Road 4. State Highway 104 and County Road 13 5. State Highway 181 and Threshing Boulevard/Falling Water Boulevard 6. State Highway 181 and Mosley Road 7. State Highway 181 and Gayfer Road Extension Traffic Impact Analysis Narrative T R A F F I C I M PA C T A N A LY S I S N A R R AT I V E 8 8 III . FI N D I N GS AN D RECO M M EN D ED I M PROVEM ENTS The analysis indicates that the traffic generated by the development can be effectively managed with strategic roadway improvements. The study concludes that the primary ac- cess point for the development, located on State Highway 104 opposite Gallery Boulevard, warrants modifications to accommodate future traffic volumes. Based on the analysis, the following improvements are recommended and will be con- structed by the developer: • Traffic Signal: A new traffic signal will be installed at the intersection of State High- way 104 and the main site access/Gallery Boulevard. • Eastbound Left-Turn Lane: An eastbound left-turn lane will be constructed on State Highway 104 at the site access, providing approximately 295 feet of vehicle storage plus required tapers per ALDOT standards. • Westbound Right-Turn Lane: A westbound right-turn deceleration lane will be con- structed on State Highway 104 at the site access, providing approximately 295 feet of vehicle storage plus required tapers per ALDOT standards. IV. I M PLEM ENTATIO N CO M M ITM ENT • The development team is fully committed to funding and constructing all required off-site traffic improvements. All recommended improvements, including the in- stallation of a new traffic signal and the construction of the associated turn lanes on State Highway 104, will be completed as part of the Phase 1 construction schedule. This ensures that the necessary infrastructure is in place before a signifi- cant number of residents occupy the development, mitigating the impact on the sur- rounding road network from the outset. T R A F F I C I M PA C T A N A LY S I S N A R R AT I V E 8 9 Please see pg 129 in the Appendices to read the full Traffic Impact Study P R O P O S E D U T I L I T Y P L A N I . I NTRO DUCTIO N This document outlines the comprehensive plan for utility access and location for the Col- ony Village Planned Unit Development (PUD). Our strategy is designed to ensure reliable and efficient service delivery to all residential properties while preserving the aesthetic integrity of the traditional neighborhood design. The layout has been thoughtfully planned to minimize visual clutter in the streetscape by strategically placing utilities in both front and rear easements. II . UTI LIT Y LOCATIO N AN D ACC ES S STRATEGY To maintain a clean and uncluttered public realm, utilities are separated into “wet” and “dry” categories, with distinct locations for each. • Wet Utilities (Front Easement): Water and sewer lines will be located within the public right-of-way or a dedicated utility easement at the front of the lots. This place- ment provides municipal crews with direct and easy access for maintenance, repairs, and meter reading without needing to enter private rear yard spaces. All mains and service laterals will be installed underground. • Dry Utilities (Rear Easement): Power, communications/internet, and gas lines will be located in a dedicated utility easement along the rear of the properties. This strategy removes transformers, pedestals, and overhead lines from the primary streetscape, significantly enhancing the visual appeal of the neighborhood’s streets and side- walks. All dry utilities will be installed underground. III . PROVI D ER COO RD I NATIO N AN D CO LL ABO RATIO N The successful implementation of this complex utility plan requires extensive coordination among all service providers. The development team has conducted individual, in-depth planning meetings with each utility provider to review the proposed layout and understand their specific requirements and standards. Utility Access & Location Plan P R O P O S E D U T I L I T Y P L A N 9 1 Given the unique design of the neighborhood, all parties recognize the need for significant and ongoing cooperation. Each provider has expressed a strong willingness to work col- laboratively with our design and construction teams to coordinate installation schedules, accommodate the specific needs of the project, and ensure a smooth and efficient build- out process. This collaborative approach will be critical to the timely delivery of services to each phase of the development. IV. D ES IG NATED UTI LIT Y PROVI D ERS The following utility providers will service the Colony Village development: Water, Sewer & Natural Gas: • Provider: City of Fairhope Utilities • Location: Front Easement (Water/Sewer), Rear Easement (Gas) Electric Power: • Provider: Riviera Utilities • Location: Rear Easement Communications (Internet/Phone): • Provider: AT&T • Location: Rear Easement P R O P O S E D U T I L I T Y P L A N 9 2 D E V E LO P M E N T A G R E E M E N T F O R U T I L I T Y I M P R O V E M E N T S D E V E LO P M E N T A G R E E M E N T F O R U T I L I T Y I M P R O V E M E N T S 9 4 I . I NTRO DUCTIO N The development team for Colony Village is committed to being a proactive and collabo- rative partner with the City of Fairhope. We understand that a project of this scale has an impact on public infrastructure, and we are dedicated to ensuring that the development not only meets its own utility needs but also integrates seamlessly with the City’s existing systems and future plans. This document serves to formally state our commitment to this partnership and our will- ingness to enter into a development agreement with the City of Fairhope for necessary utility improvements. II . PROACTIVE COO RD I NATIO N WITH FAI RH O PE UTI LITI ES From the early stages of planning, our team has engaged directly with the City of Fairhope’s utility departments. We have held several in-person meetings and numerous conversations with key personnel at Fairhope Utilities with the latest meeting occurring on January 14, 2026. In these meeting, our team • Present the Colony Village master plan in detail. • Gain a thorough understanding of the existing capacity of the City’s water, sewer, and gas infrastructure in the project’s vicinity. • Identify potential needs for system upgrades or improvements that may be required to service the new development. • We are committed to working with Fairhope Utilities on the placement of a lift station or multiple lift stations onsite (100ft x 100ft). The exact number and placement to be finalize during design and permitting This proactive coordination has established a strong foundation of communication and cooperation, which we intend to build upon as the project moves forward. Development Agreement for Utility Improvements D E V E LO P M E N T A G R E E M E N T F O R U T I L I T Y I M P R O V E M E N T S 9 5 III . CO M M ITM ENT TO A D EVELO PM ENT AG REEM ENT The Colony Village development team formally states its willingness and intent to work with the Fairhope City Council and City staff to negotiate and execute a development agreement. We are prepared to collaborate on defining the scope, timing, and financial responsibilities for any required public utility improvements that are identified by the City as being necessary to support this project. We believe that a formal development agreement is the most effective instrument to en- sure that the interests of both the City and the project are met, providing clarity and a predictable path forward for all stakeholders. IV. FUTU RE COO PERATIO N Our commitment to collaboration will continue throughout the design, approval, and construction phases of Colony Village. We will maintain an open dialogue with all City departments to ensure that the planning and implementation of any utility improvements are fully coordinated with the project’s development schedule. We are confident that through this cooperative approach, Colony Village will be a valuable and well-integrated addition to the City of Fairhope. C O M M U N I T Y M E E T I N G M I N U T E S C O M M U N I T Y M E E T I N G M I N U T E S 97 SIGN IN DATE: Wednesday 8/20/2025 5 00 PM OWNER: ENGINEER:JADE CONSULTING, LLC PROJECT NAME: Colony Village TelephoneNameOrganization Email Address Fax Vecuda Yee ( kwl(OEne /Oo L SauY_____ ___ MVinczllludZa 120-4*-2111 v W 443 480400C A 70358040/h Anwcu Heg0 Veard. (£4{okt») — resiutoF \ Uevandss (csl±) /0S(-$33-188% Aullol/OAMvadeeluleaohtsz® 27 La/ 4/&e 4_M2/A- Lu__Asa 142 /236 15m4/ 8-32% 33 92SS SIGN IN OWNER: DATE: Wednesday 8/20/2025 5:00 PM ENGINEER:JADE CONSULTING, LLC PROJECT NAME:Colony Village Name Organization Email Address Telephone Fax OYroGoul d 13204 sS6ulds Eoma.cc LLe Vevandes 4 u+He @20 1. co w037 545-77 38 (AA C NN WNN io UWPEGHMichaeleuhan)dhav@belsouthof Zsl %o)-vy43 JADE CONSULTING, LLC NEIGHBORHOOD MEETING JADE CONSULTING, LLC NEIGHBORHOOD MEETING FST AND BERTOLLA PROPERTIES LLC PO BOX 1527, FST AND BERTOLLA PROPERTIES LLC PO BOX 1527. velWcnn@ GkMicbelCahho/ro zS 1 -zt4-7& 7B26%b// / 6o Y6 oo E GouD Frejl/aare_ Olilp Moes Erates 0 ue VERANAs Yeovdlas v voAC Volax& zu.rl: Com /all 229@gnaile &Ktwen- book yelo . ( o bego loak - A et fimOmerelatukrar -4lcci, Ac@ym u @qma L 00:723-0609 11 Daal_ Oebly Zat C O M M U N I T Y M E E T I N G M I N U T E S 9 8 SIGN IN OWNER:DATE: Wednesday 8/20/2025 5 00 PM ENGINEER:JADE CONSULTING, LLC PROJECT NAME:Colony Village Name Organization Email Address Telephone Fax Kenzie McInnis JADE Consulting, LLC kmcinnis@jadenqineers.com 251-928-3443 251-928-3665 Paul Marcinko JADE Consulting, LLC pmarcinko@jadenqineers.com 251-928-3443 251-928-3665 Z0S-616-229+NA Q3 a Jess(ca gakbk @9mo l. con263-302-4(39 253-302-Q34 SIGN IN OWNER:DATE: Wednesday 8/20/2025 5:00 PM ENGINEER:JADE CONSULTING, LLC PROJECT NAME:Colony Village Name Organization Email Address Fax Aw RgoW D erkoreelsOuno loalangooHek. tomrooDaouzsonlove-IR‘8@cuHcohCom(X 00 (2971)802-816/hig beesmi th bao /. cmolth JADE CONSULTING, LLC NEIGHBORHOOD MEETING JADE CONSULTING, LLC NEIGHBORHOOD MEETING FST AND BERTOLLA PROPERTIES LLC PO BOX 1527. FST AND BERTOLLA PROPERTIES LLC PO BOX 1527. ow sh e WAa € g ma 11 . Gow Liz ©+hldbulls. A-# 8 sLLy 3 Dense Gevake ElizchetkTeud HomRewOnRG/Vgjoss Aoweowner/Veranco homeswrek ads . Kelleu AAiYe Yell Verandas The Esakes The 1s4=s bu Telephone 214-460-303) 8s-28)- 8)9 S ECT I O N T H R E E Project Team ()■NJ ( J/ G(N It takes a team to build a village. Meet ours. 100 P R O J E C T T E A M C I V I L E N G I N E E R • P E , L E E D A P Perry “Trey” Jinright J A D E C O N S U LT I N G C I V I L E N G I N E E R • P E Paul Marcinko J A D E C O N S U LT I N G L A N D S C A P E A R C H I T ECT • P L A , A S L A Christian Preus C P L A D E S I G N ro- y 5 25) l v A )s E C)Ne -- P R O J E C T T E A M 101 S U R V E YO R • P LS Mark A. Wattier WAT T I E R S U R V E Y I N G D E S I G N A R C H I T ECT • A I A , N C A R B , C N U Mike Thompson T H O M P S O N P L A C E M A K I N G E N V I R O N M E N TA L C O N S U LTA N T • S E N I O R S C I E N T I ST Craig D. Martin W E T L A N D S C I E N C E S I N C . T R A F F I C C O N S U LTA N T • P E , M B A Jenny Brownlie-Carey B U R C H T R A N S P O RTAT I O N B 1—a w R. 41.7 -w rl 4 Vt Y 3.4 P R O J E C T T E A M 102 D E V E LO P M E N T T E A M Cory Bronenkamp D E V E LO P M E N T T E A M Anderson Reed -9" S ECT I O N F O U R Appendices ()■NJ ( J/ G(N Alley A traditional, walkable thoroughfare serving the pedestrian mobility and access needs at the rear of residential units. Other functions include trash removal and utility service. Boulevard A principal traditional thoroughfare designed to encourage pedestrian mobility and con- necting centers within communities. Boulevards generally have center medians, street trees, sidewalks and parallel parking. Buildings are near the sidewalk to optimize pedestrian access and mobility; auto mobility is secondary. Civic Area / Building An area dedicated to serve a future public need, such as a bus stop, mail post and/or pavilion. Cottage Court Sprinkled throughout the neighborhood, these spaces will provide pockets of green for homes to face and enjoy a front yard maintained by the HOA. Units are separated from the common area only by a sidewalk, path or non-vehicular way. Parking is from rear lanes, alleys or in a common, rear-loaded lot. Cottage House A single family detached house on a small lot, usually with rear loaded parking. These can be grouped, facing a mews, small common or green in a court. A cottage court is often, but not always, arranged in a U-shape. Front Porch Zone Varying from 8-12 feet deep from the front setback. The main body of the house, and/or front porches must be placed anywhere within this zone. Front Walks Shall be a minimum of 3 feet 6 inches wide and be perpendicular to the Main Body of the house, connecting the main house to the ROW. Garages Shall be placed within the Parking Zone. For corner lots, garages shall be placed at the Rear Setback or the wall (or privacy wall) must extend to the RL Setback. Typical garage depth is 24-30 feet. Definitions 1 0 4 Mainstreets A traditional, pedestrian serving thoroughfare with features that encourage pedestrian movement, featuring parallel parking on both sides. Buildings front the sidewalk to optimize movement; motor vehicle mobility is subordinate to pedestrian mobility. Neighborhood Cottage Lots Alley-loaded lots that are 45-60 feet wide and 100-130 feet deep featuring a single family detached house. Neighborhood Street A traditional thoroughfare predominately found where front-facing houses are. It has two lanes with planting strips and sidewalks on either side. Restored Greenway Re-establishment of a native canopy and sub-canopy wetland and stream vegetative components to become a beautiful and beneficial feature of the village that is preserved and perpetuated. Signature Lots A large single family detached house designed for an edge condition, often with front loaded parking. These lots are generally 70 feet wide and 110–120 feet deep. The garage is set well back from the front right of way. Tertiary Street A traditional, pedestrian serving thoroughfare with features that encourage pedestrian movement, having parallel parking on one side. Buildings front the sidewalk, and motor vehicle mobility is subordinate to pedestrian mobility. Townhome Lots Vary in size and shape, but are generally 25 feet wide and 100–130 feet deep. Typical zones for these lots are indicated in specific diagrams. Village Cottage Lots Varying in size but generally 45-55 feet wide for mid-block and 50-55 feet wide for corner lots, with a depth of 80-130 feet. All village cottage lots are rear-loaded. D E F I N I T I O N S 1 0 5 Ordinance Parameter Standard for R-3 Zoning Colony Village PUD CV Signature CV Village Cottage CV Neighborhood Cottage CV Townhome Reason for Deviation Minimum Lot Area 7,800 sq. ft.2400 SF 8,400 SF 4,000 SF 4,500 SF 2400 SF A reduction in minimum lot area allows the neighborhood to offer a broader range of housing types and price points while maintaining high design standards. This flexibility supports more efficient land use, enables clustering to preserve shared open space or natural features, and responds to market demand for smaller, ‑ Minimum Lot Width 65 ft.24'70'45'50'24' ‑ streetscape by reducing garage dominance and encouraging porch‑oriented architecture. It also enables flexible housing products such as paired homes, cottage lots, and alley‑loaded designs, while reducing infrastructure footprint and Front Yard Setback 30 ft.N/A 10'6'10'5' ‑ streetscape by bringing homes closer to the public realm, strengthening ‑ Rear Yard Setback 35 ft.N/A 10'10'10'6' A deviation to the rear yard setback allows homes to be clustered more efficiently, enabling preservation of shared open space, natural features, or trail corridors. It also supports modern housing types such as alley‑loaded or courtyard homes and Side Yard Setback 8 ft. (per side)N/A 5'5'5'0' Reducing the side yard setback enables more flexible housing products, including zero‑lot‑line and paired homes, while maintaining privacy through thoughtful Street Side Yard (Corner Lot)20 ft.N/A 6'6'6'6' A reduced street‑side setback strengthens the corner condition by defining the block edge more clearly and improving sightlines. It supports porch‑oriented or wrap‑around architectural features and accommodates the unique geometry of Maximum Lot Coverage (All Buildings)35%59%71%92%90%77% A modest increase in lot coverage supports high‑quality architectural design on smaller lots, allowing for single‑story homes, larger porches, or accessory structures without compromising neighborhood character. It also enables ‑ Maximum Building Height 30 ft.35'35'35'35'35' roofline proportions, and features such as clerestory windows. It may also be necessary to accommodate grade changes, flood elevation requirements, or missing‑middle housing types while maintaining compatibility with surrounding PUD Deviation Summary P U D D E V I AT I O N S U M M A R Y 1 0 6 A P P R O V E D J U R I S D I CT I O N A L D E T E R M I N AT I O N DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, MOBILE DISTRICT 600 VESTAVIA PARKWAY, SUITE 203 THE SHELBY BUILDING VESTAVIA HILLS, AL 35216 December 31, 2025 South Alabama Branch Regulatory Division SUBJECT: Department of the Army File Number SAM-2025-00289-MDJ, Bertolla Property, Baldwin County, Alabama Cory Bronenkamp Acre Development 3975 Pinebrook Drive South Mobile, Alabama 36608 Transmitted electronically to email address: Dear Mr. Bronenkamp This is in response to your request, submitted on your behalf by your agent Wetland Sciences, Inc., for a Department of the Army (DA) Approved Jurisdictional Determination (AJD) on an approximately 148.5-acre parcel in Fairhope, Baldwin County, Alabama. More specifically, the site is located in Section 2, Township 6 South, Range 2 East; and is centered at Latitude 30.549138, Longitude -87.842788 as depicted on the attached figure. Based on information obtained during our site visits on May 8, 2025, and August 13, 2025, our review of the information and wetland determination data forms your agent furnished, and other desktop information available to our office, we have completed an AJD for the site. Attached is an AJD Memorandum for Record (MFR) that describes the features identified on the site which are and are not subject to the jurisdiction of the U.S. Army Corps of Engineers (USACE). Please be advised that this determination reflects current policy and regulation. The features identified as Pensacola Branch, Drain 1, Drain 1A, Tributary 5, Wetland 1, Wetland 2, Wetland 3, Wetland 4, and Farm Pond, as depicted on the attached exhibit entitled “Pensacola Branch A5 Tributary/EPL Adjacent Wetlands A7”, are waters of the United States and therefore are subject to DA jurisdiction. The features identified as Drain 2 and Drain3/Drain4, as depicted on the attached exhibit entitled “Pensacola Branch A5 Tributary/EPL Adjacent Wetlands A7”, are not waters of the United States and therefore are not subject to DA jurisdiction. The attached AJD MFR further describes these areas. Please be advised that this AJD MFR is based on current policy and regulation and is valid for a period of five (5) years from the date of this letter. If after the 5-year period this jurisdictional determination has not been specifically 97 REPLY TO ATTENTION OF: 2 revalidated by the USACE, it shall automatically expire. If the information you have submitted, and on which the USACE has based its determination is later found to be in error, this decision may be revoked. Your delineation site was reviewed pursuant to Section 404 of the Clean Water Act. Section 404 of the Clean Water Act requires that a DA permit be obtained for the placement or discharge of dredged and/or fill material into waters of the U.S., including streams and wetlands, prior to conducting the work (33 U.S.C. 1344). For regulatory purposes, the USACE defines wetlands as those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Please be advised that land clearing operations involving removal of vegetation with mechanized equipment such as front-end loaders, backhoes, or bulldozers with sheer blades, rakes, or discs; windrowing vegetation; land leveling; or other soil disturbance in areas subject to USACE jurisdiction are considered a discharge of dredged and/or fill material under our permitting jurisdiction If future work proposed at this site includes a discharge or placement of dredged and/or fill material into waters of the U.S., a DA permit is required prior to initiating work. This letter contains an AJD MFR. If you object to this determination, you may request an administrative appeal under USACE regulations at 33 CFR Part 331. Attached you will find a Notification of Administrative Appeal (NAP) Options and Process and Request for Appeal (RFA) form. If you request to appeal this determination, you must submit a completed RFA to the USACE, South Atlantic Division Office at the following mailing address and e-mail address: Krista Sabin, Regulatory Review Officer, 60 Forsyth Street Southwest, Floor M9, Atlanta, Georgia 30303; Krista.D.Sabin@usace.army.mil. In order for an RFA to be accepted, the USACE must determine that it is complete, that it meets the criteria for appeal under 33 CFR Part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this letter. The statements contained herein do not convey any property rights, or any exclusive privileges and do not authorize any injury to property, nor shall it be construed as excusing you from compliance with other Federal, State, or local statutes, ordinances, or regulations that may affect proposed work at this site. The delineation included herein has been conducted to identify the location and extent of the aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This delineation may not be valid for the Wetland Conservation Provisions of the Food Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should discuss the applicability of an NRCS Certified Wetland Determination with the local USDA service center, prior to starting work. 3 If you intend to sell property that is part of a project that requires DA authorization, it may be subject to the Interstate Land Sales Full Disclosure Act. The Property Report, required by Housing and Urban Development Regulation, must state whether or not a permit for the development has been applied for, issued, or denied by the USACE (Part 320.3(h) of Title 33 of the Code of Federal Regulations). An electronic copy of this letter is being provided to your agent, Mr. Craig Martin with Wetland Sciences at craig@wetlandsciences.com. We appreciate your cooperation with the Corps of Engineers' Regulatory Program. Please refer to file number SAM-2025-000289-MDJ in all future correspondence regarding this project or if you have any questions concerning this determination. Please contact me by telephone at (251) 979-3977 or by e-mail at michael.d.jacobs@usace.army.mil should you have any questions. For additional information about our Regulatory Program, visit our web site at http://www.sam.usace.army.mil/Missions/Regulatory.aspx. Please take a moment to complete our customer satisfaction survey located under the menu header on the right side of the webpage. Your responses are appreciated and will allow us to improve our services. Sincerely, M. Derek Jacobs Project Manager Attachments 64. -1- NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Cory Bronenkamp File Number: SAM-2025- 00289-MDJ Date: 31 December 2025 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL WITHOUT PREJUDICE C PERMIT DENIAL WITH PREJUDICE D XX APPROVED JURISDICTIONAL DETERMINATION E PRELIMINARY JURISDICTIONAL DETERMINATION F The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at https://www.usace.army.mil/Missions/Civil- Works/Regulatory-Program-and-Permits/appeals/ or Corps regulations at 33 CFR Part 331. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. -2- C. PERMIT DENIAL WITHOUT PREJUDICE: Not appealable You received a permit denial without prejudice because a required Federal, state, and/or local authorization and/or certification has been denied for activities which also require a Department of the Army permit before final action has been taken on the Army permit application. The permit denial without prejudice is not appealable. There is no prejudice to the right of the applicant to reinstate processing of the Army permit application if subsequent approval is received from the appropriate Federal, state, and/or local agency on a previously denied authorization and/or certification. You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. or provide new information for reconsideration • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. • RECONSIDERATION: You may request that the district engineer reconsider the approved JD by submitting new information or data to the district engineer within 60 days of the date of this notice. The district will determine whether the information submitted qualifies as new information or data that justifies reconsideration of the approved JD. A reconsideration request does not initiate the appeal process. You may submit a request for appeal to the division engineer to preserve your appeal rights while the district is determining whether the submitted information qualifies for a reconsideration. You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: -3- If you have questions regarding this decision you may contact: process, or to submit your request for appeal, you may contact: Krista Sabin Regulatory Review Officer South Atlantic Division 60 Forsyth St SW, Floor M9 Atlanta, Georgia 30303-8803 Krista.D.Sabin@usace.army.mil 904-314-9631 SECTION II – REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT your objections to an initial proffered permit in clear concise statements. Use additional pages as necessary. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day notice of any site investigation and will have the opportunity to participate in all site investigations. -4- _______________________________ Signature of appellant or agent. DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, MOBILE DISTRICT 100 CANAL STREET MOBILE, ALABAMA 36601-1901 CESAM-RD-A 30 December 2025 MEMORANDUM FOR RECORD SUBJECT: US Army Corps of Engineers (Corps) Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023) ,1 SAM-2025-00289-MDJ, MFR #1 of 1 2 BACKGROUND. An Approved Jurisdictional Determination (AJD) is a Corps document stating the presence or absence of waters of the United States on a parcel or a written statement and map identifying the limits of waters of the United States on a parcel. AJDs are clearly designated appealable actions and will include a basis of JD with the document.3 AJDs are case-specific and are typically made in response to a request. AJDs are valid for a period of five years unless new information warrants revision of the determination before the expiration date or a District Engineer has identified, after public notice and comment, that specific geographic areas with rapidly changing environmental conditions merit re-verification on a more frequent basis.4 For the purposes of this AJD, we have relied on section 10 of the Rivers and Harbors Act of 1899 (RHA),5 the Clean Water Act (CWA) implementing regulations published by the Department of the Army in 1986 and amended in 1993 (references 2.a. and 2.b. respectively), the 2008 Rapanos-Carabell guidance (reference 2.c.), and other applicable guidance, relevant case law and longstanding practice, (collectively the pre- 2015 regulatory regime), and the Sackett decision (reference 2.d.) in evaluating jurisdiction. This Memorandum for Record (MFR) constitutes the basis of jurisdiction for a Corps AJD as defined in 33 CFR §331.2. The features addressed in this AJD were evaluated consistent with the definition of “waters of the United States” found in the pre-2015 regulatory regime and consistent with the Supreme Court's decision in Sackett. This AJD did not rely on the 2023 “Revised Definition of ‘Waters of the United States,’” as 1 While the Supreme Court’s decision in Sackett had no effect on some categories of waters covered under the CWA, and no effect on any waters covered under RHA, all categories are included in this Memorandum for Record for efficiency. 2 When documenting aquatic resources within the review area that are jurisdictional under the Clean Water Act (CWA), use an additional MFR and group the aquatic resources on each MFR based on the TNW, interstate water, or territorial seas that they are connected to. Be sure to provide an identifier to indicate when there are multiple MFRs associated with a single AJD request (i.e., number them 1, 2, 3, etc.). 3 33 CFR 331.2. 4 Regulatory Guidance Letter 05-02. 5 USACE has authority under both Section 9 and Section 10 of the Rivers and Harbors Act of 1899 but for convenience, in this MFR, jurisdiction under RHA will be referred to as Section 10. AA CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 2 amended on 8 September 2023 (Amended 2023 Rule) because, as of the date of this decision, the Amended 2023 Rule is not applicable in Alabama due to litigation. 1. SUMMARY OF CONCLUSIONS. a. Provide a list of each individual feature within the review area and the jurisdictional status of each one (i.e., identify whether each feature is/is not a water of the United States and/or a navigable water of the United States). Name Lat. Long. Area/Length Type Geo. Auth. 2. REFERENCES. a. Final Rule for Regulatory Programs of the Corps of Engineers, 51 FR 41206 (November 13, 1986). b. Clean Water Act Regulatory Programs, 58 FR 45008 (August 25, 1993). CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 3 c. U.S. EPA & U.S. Army Corps of Engineers, Clean Water Act Jurisdiction Following the U.S. Supreme Court’s Decision in Rapanos v. United States & Carabell v. United States (December 2, 2008) d. Sackett v. EPA, 598 U.S. 651, 143 S. Ct. 1322 (2023) 3. REVIEW AREA. The review area is an approximately 148.5-acre parcel (Baldwin County Parcel Number: 05-46-01-02-0-000-001.505; PPIN: 14396); on the northeast side of the intersection of State Highway 181 and State Highway 104; in Section: 2, Township: 6 South, Range 2 East; at Latitude 30.549138, Longitude -87.842788; in Fairhope, Baldwin County, Alabama. The review area is highly impacted by long-standing commercial cattle grazing operation. Pensacola Branch and the corresponding unnamed drainages have been impacted not only by the cattle themselves, but also what appears to be excavation activities inside the tributaries. Presumably, the excavation was likely done as an attempt to obtain year-round water sources for the cattle. The review area and corresponding aquatic features are highly driven by topography, which is considerable at the site. Lastly, an AJD finalized in January of 2022 indicates Pensacola Branch extends to the north offsite and is represented as a perennial stream. The entire review area in question appears to have become unstable due to surrounding developmental pressures and a decrease in permeable accommodation space for stormwater runoff. This is evident in the multiple head cuts in Pensacola Branch as well as the onsite tributaries that feed it. 4. NEAREST TRADITIONAL NAVIGABLE WATER (TNW), INTERSTATE WATER, OR THE TERRITORIAL SEAS TO WHICH THE AQUATIC RESOURCE IS CONNECTED.6 Pensacola Branch flows to the southeast and intersects with Fish River approximately 2.50 miles from the review area. The nearest TNW is Fish River which becomes a TNW at mile marker 8. Fish River is on the Mobile District’s Section 10 waterway list and is therefore a TNW. 6 This MFR should not be used to complete a new stand-alone TNW determination. A stand-alone TNW determination for a water that is not subject to Section 9 or 10 of the Rivers and Harbors Act of 1899 (RHA) is completed independently of a request for an AJD. A stand-alone TNW determination is conducted for a specific segment of river or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are established. CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 4 5. FLOWPATH FROM THE SUBJECT AQUATIC RESOURCES TO A TNW, INTERSTATE WATER, OR THE TERRITORIAL SEAS All aquatic resources on the property follow the same flow path offsite – via Pensacola Branch. Pensacola Branch’s flow leaves the review area to the southeast via a large, below grade, culverted crossing under State Highway 104 via Pensacola Branch – a relatively permanent tributary (RPT) for approximately 2.50 miles before meeting Fish River (TNW) at mile marker 11. Fish River continues south and becomes a TNW at mile marker 8. 6. SECTION 10 JURISDICTIONAL WATERS 7: Describe aquatic resources or other features within the review area determined to be jurisdictional in accordance with Section 10 of the Rivers and Harbors Act of 1899. Include the size of each aquatic resource or other feature within the review area and how it was determined to be jurisdictional in accordance with Section 10.8 N/A 7. SECTION 404 JURISDICTIONAL WATERS: Describe the aquatic resources within the review area that were found to meet the definition of waters of the United States in accordance with the pre-2015 regulatory regime and consistent with the Supreme Court’s decision in Sackett. List each aquatic resource separately, by name, consistent with the naming convention used in section 1, above. Include a rationale for each aquatic resource, supporting that the aquatic resource meets the relevant category of “waters of the United States” in the pre-2015 regulatory regime. The rationale should also include a written description of, or reference to a map in the administrative record that shows, the lateral limits of jurisdiction for each aquatic resource, including how that limit was determined, and incorporate relevant references used. Include the size of each aquatic resource in acres or linear feet and attach and reference related figures as needed. a. TNWs (a)(1): N/A 7 33 CFR 329.9(a) A waterbody which was navigable in its natural or improved state, or which was susceptible of reasonable improvement (as discussed in § 329.8(b) of this part) retains its character as “navigable in law” even though it is not presently used for commerce, or is presently incapable of such use because of changed conditions or the presence of obstructions. 8 This MFR is not to be used to make a report of findings to support a determination that the water is a navigable water of the United States. The district must follow the procedures outlined in 33 CFR part 329.14 to make a determination that water is a navigable water of the United States subject to Section 10 of the RHA. CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 5 b. Interstate Waters (a)(2): N/A c. Other Waters (a)(3): N/A d. Impoundments (a)(4): Farm Pond (FP): FP is an approximately 0.03-acre impoundment created by excavation of Drain 3 / Drain 4 (D3/D4), presumably in service of a commercial cattle farming operation. FP appears to hold water year-around and sustains inflow and outflow from D3/D4. For these reasons, FP is a relatively permanent impoundment of D3/D4. e. Tributaries (a)(5): Pensacola Branch: PB is a 4,116.2 linear-foot perennial stream which is depicted as a named blueline (perennial) stream feature on the U.S. Geological Service (USGS) 7.5 Minute Silverhill Topographic mapping. PB originates offsite and to the north. This feature transects the review area north to south. Flow from PB moves southward and crosses under State Highway 104 via a below grade culvert. PB appears to have a bed which is well below the water table and appears to have been excavated periodically for the purposes of cattle farming. There are multiple sections of PB that appear to be more than 6’ deep and the bed was unable to be contacted. Additionally, development to the northwest, and south of the project area appear to have added to the system’s annual water budget as evidenced by multiple head-cuts throughout the feature. PB generally maintains bed, bank, and an ordinary high watermark (OHWM) throughout the entire reach located within the review area. However, PB appears to have subsurface flow through a short (~20 yard) reach at 30.547134, -87.840597 due to what appears to be an upland berm. It is assumed the upland berm was anthropogenic due to the nature of the fill material (sandy). According to historic aerial imagery, the berm appears to have been in existence since the late 1990’s. The initial site visit (May 2025) was conducted after an approximately 3” precipitation event the prior night, but conditions were still “normal”. Flow was noted as going around the upland berm to the north before continuing downstream in PB. For these reasons, PB is a jurisdictional relatively permanent tributary of Fish River (TNW). Drain 1 (D1): D1 is a feature which drains north to south and crosses multiple parcels before the confluence with PB. Approximately 1,760 linear feet of D1 are within the review area. The applicant has indicated that D1 is a relatively permanent water acting as a tributary (RPT) to PB. PB flows offsite approximately 2.5 miles downslope before meeting Fish River – an RPT which CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 6 becomes a TNW at river mile 8. Additionally, a multi-year review of aerial imagery shows D1 maintaining water above soil surface throughout both the dry and wet seasons as evidenced in the Administrative Record of this file. D1 exhibits bed, bank and an OHWM throughout its entire reach and held at least 12” of water throughout its reach during site visits. For these reasons, D1 is a jurisdictional relatively permanent tributary of Fish River (TNW). Drain 1A (D1A): D1A is 359.3 linear feet in length and meets D1 prior to D1’s confluence with PB. The applicant has indicated that D1A is a relatively permanent water acting as a tributary (RPT) to PB. PB flows offsite approximately 2.5 miles downslope before meeting Fish River – an RPT which becomes a TNW at river mile 8. D1A exhibits bed, banks, and an OHWM throughout its entire reach. Additionally, a multi-year review of aerial imagery shows D1A maintaining water above soil surface throughout both the dry and wet seasons as evidenced in the Administrative Record of this file. For these reasons, D1A is a jurisdictional relatively permanent tributary of Fish River (TNW). Tributary 5 (T5): T5 is 651 linear feet in length and originates in a drain offsite to the south. The offsite drain appears to have increased flow to T5 due to recent large residential developments around the offsite drain. T5 flows to the north, draining Wetland 2, before meeting PB. PB flows offsite approximately 2.5 miles downslope before meeting Fish River – an RPT which becomes a TNW at river mile 8. T5 has maintained approximately 12 or more inches of water throughout the entire reach on multiple site visits during both the wet and dry season as well as maintaining bed, banks, and an OHWM. Soil samples were taken both in the bed as well as lateral of the existing water level. Both samples showed the hydric soil indicator Depleted Matrix (F3) indicator in the very fine soils present on site. Lastly, aerial imagery (present in the Administrative Record of this file) suggests the presence of water in T5 during both the wet and dry seasons. For these reasons, T5 is a jurisdictional relatively permanent tributary of Fish River (TNW). f. The territorial seas (a)(6): N/A g. Adjacent wetlands (a)(7): Wetland 1 (W1): W1 is approximately 0.41 acre in area and is an herbaceous wetland bisected by PB – a RPT of Fish River (TNW at mile 8). W1 immediately abuts PB. Therefore, W1 is jurisdictional as it has a continuous surface connection (CSC) to a RPT as it abuts PB. CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 7 Wetland 2 (W2): W2 is approximately 0.73 acre in area and is an herbaceous wetland bisected by T5 – a RPT of Fish River (TNW at mile 8). W2 immediately abuts T5. Therefore, W2 is jurisdictional as it has a CSC to a RPT as it abuts T5. Wetland 3 (W3): W3 is approximately 0.90 acre in area and is an herbaceous wetland bisected by PB – a RPT of Fish River (TNW at mile 8). W3 immediately abuts PB. Therefore, W3 is jurisdictional as it has a CSC to a RPT due to immediately abutting PB. Wetland 4 (W4): W4 is approximately 5.08 acres in area and is an herbaceous wetland bisected by D1 (RPT) and PB – a RPT of Fish River (TNW at mile 8). W4 immediately abuts PB and D1. Therefore, W4 is jurisdictional as it has a CSC to a RPT due to abutting PB and D1. 8. NON-JURISDICTIONAL AQUATIC RESOURCES AND FEATURES a. Describe aquatic resources and other features within the review area identified as “generally non-jurisdictional” in the preamble to the 1986 regulations (referred to as “preamble waters”).9 Include size of the aquatic resource or feature within the review area and describe how it was determined to be non-jurisdictional under the CWA as a preamble water. N/A b. Describe aquatic resources and features within the review area identified as “generally not jurisdictional” in the Rapanos guidance. Include size of the aquatic resource or feature within the review area and describe how it was determined to be non-jurisdictional under the CWA based on the criteria listed in the guidance. N/A c. Describe aquatic resources and features identified within the review area as waste treatment systems, including treatment ponds or lagoons designed to meet the requirements of CWA. Include the size of the waste treatment system within the review area and describe how it was determined to be a waste treatment system. N/A 9 51 FR 41217, November 13, 1986. CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 8 d. Describe aquatic resources and features within the review area determined to be prior converted cropland in accordance with the 1993 regulations (reference 2.b.). Include the size of the aquatic resource or feature within the review area and describe how it was determined to be prior converted cropland. N/A e. Describe aquatic resources (i.e. lakes and ponds) within the review area, which do not have a nexus to interstate or foreign commerce, and prior to the January 2001 Supreme Court decision in “SWANCC,” would have been jurisdictional based solely on the “Migratory Bird Rule.” Include the size of the aquatic resource or feature, and how it was determined to be an “isolated water” in accordance with SWANCC. N/A f. Describe aquatic resources and features within the review area that were determined to be non-jurisdictional because they do not meet one or more categories of waters of the United States under the pre-2015 regulatory regime consistent with the Supreme Court’s decision in Sackett (e.g., tributaries that are non-relatively permanent waters; non-tidal wetlands that do not have a continuous surface connection to a jurisdictional water). Drain 2 (D2): D2 is drainage feature is 654.3 linear feet in length which maintains bed, bank, and an OHWM. The applicant presented Drain 2 as lacking at least seasonal flow (non-RPW). Drain 2 was inspected during the August 2025 site visit. D2 appeared to be holding approximately 6 – 12 inches of water. Multiple soil samples were taken both in the bed as well as lateral of the water level present during site visits. As evidenced in the Administrative Record of this file, the soil samples lacked hydric soil indicators. Additional review of historic aerial imagery suggest D2 has not historically conveyed seasonal flow. The recent development (multi-family housing) of the adjacent parcel to the west appears to be contributing to the presence of hydrology due to an increase in non-permeable surfaces. For these reasons, the feature D2 is not a RPT and is not a jurisdictional feature due to the lack of at least seasonal flow. Drain 3 and Drain 4 (D3/D4): Despite the features labeled Drain 3 and Drain 4 being represented as individual features in the applicant’s provided delineation – they are a single drainage feature 568.2 linear feet in length. Portions of D3/D4 show seasonal flow, likely due to excavation. However, the feature predominantly lacks seasonal flow despite the presence an OHWM as well as a defined bed and bank. Multiple soil samples were taken both in the bed as well as lateral of CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 9 the water level present during site visits. Samples showed Depleted Matrix (F3) indicator in the fine soils present only in the lower reach of the feature as shown in the applicant provided wetland delineation. Lastly, aerial imagery (present in the Administrative Record of this file) suggests the feature is mixed in terms of flow regime and further supports the feature predominately lacing at least seasonal flow. For these reasons, the feature D3/D4 is not a relatively permanent tributary and is not a jurisdictional feature due to the lack of at least seasonal flow. 9. DATA SOURCES. List sources of data/information used in making determination. Include titles and dates of sources used and ensure that information referenced is available in the administrative record. a. Two (2) site visit were conducted on 8 May 2025, and 13 August 2025, as evidenced in the photolog located in the administrative record of this file. Decision concerning precipitation “normality” and/or “wet/dry season” were made using the Antecedent Precipitation Tool (APT) as evidenced in the Administrative Record of this file. b. Office Evaluations were conducted periodically from April 2025 to December 2025 via inspection of mapping layers accessible through the National Regulatory Viewer (NRV) which includes, but is not limited to, U.S. Geological Survey (USGS) topographical mapping, the National Hydrological Dataset, 3DEP Elevation Modeling, 3DEP Hillshade Modeling, National Oceanographic and Atmospheric (NOAA) LiDAR data, Google Earth Pro historic aerial imagery, National Resource Conservation Service (NRCS) soil mapping, and the U.S. Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI) Mapping. c. Applicant provided wetland delineation figure entitled “Approved JD Exhibit” (10/30/2025). 10. OTHER SUPPORTING INFORMATION. a. “Memorandum to the Field Between the U.S. Department of the Army, U.S. Army Corps of Engineers and the U.S. Environmental Protection Agency Concerning the Proper Implementation of ‘Continuous Surface Connection’ Under the Definition of ‘Waters of the United States’ Under the Clean Water Act”, March 12, 2025. 11. NOTE: The structure and format of this MFR were developed in coordination with the EPA and Department of the Army. The MFR’s structure and format may be subject to future modification or may be rescinded as needed to implement CESAM-RD-A SUBJECT: Pre-2015 Regulatory Regime Approved Jurisdictional Determination in Light of Sackett v. EPA, 143 S. Ct. 1322 (2023), SAM-2025-00289-MDJ 10 additional guidance from the agencies; however, the approved jurisdictional determination described herein is a final agency action. 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Users of this information should review or consult the primary data sources to ascertain the usability of the information. Th i s d r a w i n g i s t h e p r o p e r t y o f W e t l a n d S c i e n c e s , a n d m a y n o t b e r e p r o d u c e d w i t h o u t w r i t t e n p e r m i s s i o n . NO . DA T E AP P R . RE V I S I O N / A C T I O N T A K E N WLB PROJECT NO.: 2024-537 DRAWN BY: KJM DATE: 10/30/2025 SHEET: 1 of 2 rsr &3vWrSLsFGR&=P&=SP" 13822 uc N4459*59*E 46.93’ enns VACATED ROADWAY (INST 1006976) ’7 V2\I S8949‘52"E 1,290.58’ OFTEsw oueR of cnon 2,moi’coumAD. / ISTRUMENT 2035405r V I 7" INSTRUMENT 2043464 / Pensacola Branch A5 Tributary 1Tributary 1 and 3 RPW Data PointDrain 2 and 4 Non-RPW O »»IWetland 3 U-1b770.90± AC REAL PROPERTY BOOK 695, PAGE 801 Tributary 5 — Intermittent RPW )XCity of Fairhope Stream Buffer O N /Data Point U-3/ 300300 1500 7SCALE: 1”= 300 Feet t2/Aan "57‘03"E 328.06’-o-O 8 =awi — mow" Au «P,□2O os- == J Drain 2 Non-RPW 654.3 Linear Feet Drain 4 Non-RPW 298.3 Liinear Feet City of Fairhope Stream Buffer Wetland 4 5.08± AC I I Farm Pond 0.03± AC I I I I wogp/ERoT City of Fairhope Stream Buffer I I I I I I I I I I I I Wetland 2 0.73± AC I I I I Wetland 1 0.41 ± AC Drain 1 RPW ±783.3 Linear Feet Drain 1A RPW ±359.3 Linear Feet INSTRUMENT 2097556 i rs ano%WSRl“8z22X22:921”zSoou" we WOTUS USACE/County Wetlands Identified by WSI 6.71 ± AC Drain 3 RPW 269.9 Linear Feet Tributary 5—RPW Intermittent ±651.0 Linear Feet Drain 1 RPW 1,076.7 Linear Feet Pensacola Branch A5 Tributary 4,116.2 Linear Feet ... and .sGRnC"RRL=FT7EMA2”s2R%ut&a Hcwz I I I 7 o / 7 I I f 7 - Data Point ”U-3” ... wo ,%8814528°*&&). 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Derek Jacobs Date: 12/4/2025Department of the Army // SAM-2025-00289-MDJ Below-grade Culvert To Fish River ' n5 —7 t - if A P Ty r4 — — j J Li 1 If, ■ *, 1P YA : : ddi Su,53377shoet / A’%C s’tosaw r Y 1 i / t ■ t he se3 /■ rlo x sirot) a tnessoves d) q “a ■ e al 1 ■ "assrag rinum re 2 •;t Microsoft, Vantor, Esri, HERE, Garmin, iPC, USGS National Map 3D Elevation Program (3DEP). July 14,2025, Mi "DA we Fl ® l I ■ I ■ I 5 - t 3- , Ii 7 L -- - - - - - - - - - - —— mt / y -- - -A 1 , S J I — — T -i t e t ba ' 81 1 0 7 f 5 | n A h —F "- m = a m m * n m m m n . Ia a s s t n a s 2 " W W M A D * * r m T . E 1K ' | T I ■I Ki 1a 4 ■ t my e " B wRa f■ BT T TA n t ns — y r- ne y gi Ee KI •3 1 [0 1 - * H 5 E R M t \ i - an i n g a g -- - - - (3 b ■ i 7 "— 1 P0 . Ii t r Wl L MM * .1 — I - Vantor, US Army Corps of Engineers Operations Division Spatial Data Branch, Esri, HERE, Garmin, INCREMENT P, USGS, METI/NASA, EPA, USDA, Esri, HERE, Garmin, iPC, USGS National Map 3D Elevation Program (3DEP). July 14, 2025. µ 0 2 41 mi Coordinate System: WGS 1984 Web Mercator Auxiliary Sphere Projection: Mercator Auxiliary SphereMap Center: 87.835694°W 30.51829°N Map Created by: M. Derek Jacobs Date: 12/4/2025Department of the Army // SAM-2025-00289-MDJ Fish River TNW at Mile 8 Review Area n g 0 ;i • v hLr . H kTi AJ.34s.4 w e . "Je-J PP;_l.// JI >I K —J CiicailI —Vrf4A0Fl —Gefl:3!' Rg- *I 4P’ f 74ly i*i; n J Mobile Bay id •rf7ciA‘"PBl "A J ) > i[sn , iff 5 jr4 1 ils 4 pwar ( J/ I./far—cl•lru a 5 p jm rMm ) 2AA6,1 >'as' *f Cululcanyfd -' ("I -■<1 g r"4 -dl/ 1C-I) . E Jf”relu r ) <—ItJ. ‘ ■ "3‘e J1Plne Al i i 5 I ■■ I F Montrose 14 Robertsdal I5fa r *J *r ( ; 4 ■ i fla l Mad (a 1 / yit. ® f /z E_ 19 ■I E,e F1eSr t - A - (J sei s T ran e. 417 " £r i r‘I ,P AAtpan"u , - .22 A S It } ' 124. A) ” L p ' clv2 ,-9n pte2 gwd 5 J - Am A 31 “M A./ e Gg d ( ’ »■ 1, .5 al, t so Or A . 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Derek Jacobs Date: 11/20/2025Department of the Army // SAM-2025-00289-MDJ T )f VA\too=======AW /, S -?(reN7(2/)1(L —— 123 70c ) 1 /V. — I tX v A Jl2:X w/ ZL.C.X i V \nC\J D)©dt1/0 %%Jr ) I if7 L i)1 | TOOca■ 5 C--—r —X ■x X\J /-00 1 A, a 2.2I ---qe=mC “6 <(W nons\ U X V 5%:’ Ur xf A .0)■x ]/J fJ.0.1 O'>011 ///o\ /y Ji2PO..(Ttoods121 H3S= = «« ‘‘o.Getoo 2 So%Y C1---v* -V 0x“W rfooa■ *Jr t____•X 1 --— L sit LANE I V ■ 0 / n i / ® / yEC W 0W - yh J7 7 == 010 >70) % •.‘I =o. e 1 ) J A /- / • % -5- 1 ■ I I I I ■ y /2 - 7/ / / [ 27 “o h 102 ? w K ( / - \ e 77 (((( a y ' a T R A F F I C I M PA CT ST U DY This Traffic Impact Study has been reduced for publication. Full document is available upon request to Planning Staff. (COLONY VILLAGE) Traffic Impact Study Burch Project #24-1107 3/17/2025 Revised June 13, 2025 Revised August 25, 2025 Revised January 16, 2026 Prepared For: River Oaks Development, LLC 1114 17th Ave S, Suite 103 ● Nashville, TN 37212 8551 ● (Not to Scale) STATE ROUTE 104 N ‘t7 BigC - -Leavie-Ln: % 104 State Highway 104 State Highway 104104 Chariot Ave -Woolrich Ave Mission Trce Mosley Rd 7 s o s -Canyon Dr Gayfer Road Ext Gayfer Road Ext Lowry Dr& BURCH TRANSPORTATION O C 131 (181 pensacola Branch Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 BERTOLLA (COLONY VILLAGE) TRAFFIC IMPACT STUDY PREPARED FOR: RIVER OAKS DEVELOPMENT, LLC PREPARED BY: BURCH TRANSPORTATION, LLC $ RBA 4 ‘ * - PR - C7.As x BURCH TRANSPORTATION 3‘s gseNGINEO?%,4gBROw •//gasunw1‘ Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Table of Contents 1. Executive Summary ....................................................................................................................... 1 2. Introduction .................................................................................................................................. 3 3. Existing Conditions ........................................................................................................................ 5 3.1 Roadway Descriptions ........................................................................................................................ 5 3.2 Intersection Descriptions ................................................................................................................... 9 3.3 Existing Traffic Volumes ................................................................................................................... 14 4. Background Conditions ............................................................................................................... 17 5. Projected Conditions ................................................................................................................... 19 6. Traffic Operational Analysis ........................................................................................................ 24 6.1 Capacity Analysis ......................................................................................................................... 25 6.2 Turn Lane Analysis ............................................................................................................................ 29 6.3 Intersection Sight Distance .............................................................................................................. 29 6.4 Signal Warrant Analysis .................................................................................................................... 30 7. Conclusions and Recommendations ........................................................................................... 32 List of Tables Table 1: Trip Generation ............................................................................................................................ 19 Table 2: Directional Distribution ................................................................................................................ 19 Table 3: Description of Unsignalized Intersection Level of Service (LOS) .................................................. 24 Table 4: Description of Signalized Intersection Level of Service (LOS) ...................................................... 24 Table 5: Intersection Capacity Analysis – AM Peak Hour ........................................................................... 26 Table 6: Intersection Capacity Analysis – PM Peak Hour ........................................................................... 27 Table 7: Intersection Capacity Analysis – Saturday Midday Peak Hour ..................................................... 28 Table 8: Signal Warrant Analysis Results – 2037 Future Projected Conditions ......................................... 31 BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 List of Figures Figure 1: Project Site Location ..................................................................................................................... 4 Figure 2: Existing Laneage and Traffic Control ........................................................................................... 13 Figure 3: Daily Traffic Volumes .................................................................................................................. 15 Figure 4: 2024 Existing Conditions Peak Hour Traffic Volumes ................................................................. 16 Figure 5: 2037 Background Peak Hour Traffic Volumes ............................................................................. 18 Figure 6: Directional Distribution of Site Traffic ........................................................................................ 21 Figure 7: Assignment of Site Traffic ........................................................................................................... 22 Figure 8: 2037 Future Projected Peak Hour Traffic Volumes ..................................................................... 23 Appendix Appendix A: Current Site Plan Appendix B: TIS Scope Correspondence Appendix C: ALDOT Count Data & Historical Analysis Appendix D: Turning Movement Counts & Tube Count Data Appendix E: Background Development Distributions Appendix F: Trip Generation Calculations Appendix G: Traffic Calculation Worksheets Appendix H: Capacity & Queue Analysis Worksheets Appendix I: Turn Lane Analysis Appendix J: Signal Warrant Analysis Worksheets BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 1 of 33 1. Executive Summary The Bertolla residential development is proposed to be located on State Highway 104 in Fairhope, Alabama. The project site includes approximately 149 acres of vacant land. The proposed development includes a total of approximately 416 single-family homes. The development will have a new roadway connection to State Highway 104, which will be generally aligned with Gallery Boulevard. In addition, cross-access is proposed on State Highway 181 via Threshing Boulevard, which is an access to the Harvest Green East development (currently under construction) located to the north of the Bertolla residential project site. In order to provide data for this study, turning movement counts were conducted at each of the seven study intersections for the AM and PM peak hours on a Thursday and during the midday peak hour on a Saturday. Specifically, the turning movement count data utilized for the TIS at the intersections of State Highway 104 with County Road 13, State Highway 181, Gallery Boulevard, and St Michael Way/Lawrence Road as well as at the intersection of State Highway 181 and Falling Water Boulevard/Threshing Boulevard was collected on Thursday, December 5, 2024, and Saturday, December 7, 2024. The turning movement count data utilized for the TIS at the intersections of State Highway 181 with Mosley Road and Gayfer Road Extension was collected on Thursday, January 9, 2025, and Saturday, January 11, 2025. In addition, 72-hour volume data was collected on the west, north, and east legs of the intersection of State Highways 181 and 104 from Thursday, December 5, through Saturday, December 7, 2024. The analyses presented in this report indicate that the proposed development will generate a manageable amount of new vehicular traffic to the study area. In total, the project is expected to generate approximately 3,495 daily trips, 262 AM peak hour trips, 330 PM peak hour trips, and 349 Saturday midday peak hour trips. Capacity analyses indicate that the study intersections and site access points will generally operate acceptably following completion of the proposed residential development. Based on the analyses presented in this study and review of the study area and proposed development information, the following is recommended in order to accommodate the proposed development and provide for efficient traffic operations and safety: State Highway 104 and Site Access Boulevard/Gallery Boulevard • Provide an eastbound left turn lane on State Highway 104 with approximately 295 feet of storage plus 180 feet of bay taper and 330 feet of shifting taper if the widening is symmetrical or as approved by ALDOT. • Provide a westbound right turn lane on State Highway 104 with approximately 295 feet of storage plus 180 feet of bay taper or as approved by ALDOT. • As shown on the preliminary concept plan, the Site Access should be designed a boulevard with two entering lanes and two exiting lanes at its intersection with State Highway 104. The two (2) southbound approach lanes should be designated as one (1) shared left turn/through lane and one (1) right turn lane. • Install a Cross Road Intersection warning sign (W2-1) with a 45-mph advisory speed plaque on the westbound approach of State Highway 104 approximately 600 feet in advance of the Site Access and Gallery Boulevard. • Install a traffic signal with protective/permissive left turn signal phasing for the eastbound and westbound approaches of State Highway 104 and permissive left turn signal phasing for the BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 2 of 33 northbound approach of Gallery Boulevard and the southbound approach of the Site Access Boulevard. State Highway 104 and Lawrence Road/St Michael Way The analysis in this study shows that a westbound right turn deceleration lane is warranted and the Peak Hour (Traffic Signal Warrant 3) criteria is met during the school dismissal period for this intersection. The westbound right turn lane is warranted under 2024 Existing conditions. Although the proposed development will add through traffic along State Highway 104, it was determined that it is St Michael Catholic school traffic and not the traffic expected to be generated by the Bertolla residential project that triggers both of these warrants for improvement. Therefore, these improvements are not included in the recommended improvements for this development but should be considered by others. Internal Street Network As shown on the preliminary concept plan, the street network should connect to the Harvest Green East subdivision to the north to provide secondary access via the intersection of State Highway 181 and Threshing Boulevard. If this connection is not made, other secondary access will be needed to serve the proposed residential development. Based on the analyses presented in this report, no further improvements are recommended in association with the proposed Bertolla residential development. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 3 of 33 2. Introduction The proposed Bertolla residential development is located in Fairhope, Alabama. The project is located on the north side of State Highway 104 opposite Gallery Boulevard outside of Fairhope City limits but is planned to be annexed into the City. A total of 416 single-family lots is proposed for the project site. The development will have one new roadway connection to State Highway 104, which will be generally aligned with Gallery Boulevard. In addition, cross-access is proposed on State Highway 181 via Threshing Boulevard, which is an access to the Harvest Green East development (currently under construction) located to the north of the Bertolla residential project site. The project site location is presented in Figure 1. The current site plan is included in Appendix A for reference. For the purpose of this traffic analysis, the residential development is expected to be complete in eleven years, which is a year 2037 horizon. The intention of this traffic impact study (TIS) is to identify the amount of traffic expected to be generated by the proposed residential development and evaluate its impact on the surrounding roadways and intersections. The TIS will also identify appropriate improvements necessary to accommodate the project’s vehicular traffic. At the outset of preparing this TIS, Burch Transportation coordinated the study scope with both ALDOT and City of Fairhope staff. The email correspondence detailing the scope is included in Appendix B. BURCH TRANSPORTATION (Not to Scale) Figure 1: Project Site Location SR 104 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Project Site SA 1 Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch H24-1107) 9 BURCH TRANSPORTATION Page | 4 of 33 __ .E 6 1 KJB ,7 7 7 0 J h 0 fi l nf a P 5l 38 a Ur L id Sr t 4: 45 jr me 19 , i 3 ‘ SI • ' ‘ 0 . Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 5 of 33 3. Existing Conditions The project site is served by State Highway 104, State Highway 181, and Threshing Boulevard. Indirect but primary access will be provided by St Michael Way, County Road 13, Mosley Road, and Gayfer Road Extension. The following provides a description of the roadways and intersections within the study area and the existing traffic data. 3.1 Roadway Descriptions State Highway 104, near the project site, is categorized as a minor arterial by the Baldwin County Highway Functional Classification System. In the vicinity of the project site, State Highway 104 provides connection between Fairhope to the west and Silverhill and Robertsdale to the east. The land uses along State Highway 104 in the vicinity of the project site are varied and include medical, institutional, commercial, and residential land uses. In the vicinity of the project site, State Highway 104 generally travels in an east-west direction with one 12-foot travel lane and 3-foot paved shoulder in each direction. The posted speed limit on State Highway 104 is 55 mph near the project site. In the vicinity of the project site, State Highway 104 generally does not include curb, gutter, sidewalks, or bike lanes. A section of sidewalk is provided on the north side of State Highway 104 extending from State Highway 181 to approximately 900 feet west. A section of sidewalk is provided on the south side of State Highway 104 extending from State Highway 181 to approximately 600 feet east. In addition, a 2,400 linear-foot section of sidewalk is provided on the south side of State Highway 104 opposite the project site. State Highway 181 serves as a primary north-south arterial within Baldwin County providing connectivity between Spanish Fort, Malbis, and Daphne to the north and Fairhope to the south. State Highway 181 is classified as a minor arterial by the Baldwin County Highway Functional Classification System. In the vicinity of the project site, the land uses along State Highway 181 are primarily a mix of commercial, medical, and residential. Near the project site, State Highway 181 is a median-divided, two-way street that generally travels in a north-south direction with two 12-foot travel lanes in each direction, an 8-foot outside paved shoulder, and 4-foot inside paved shoulder. The grassy median is approximately 30 feet wide and includes concrete curb. There are no gutters, sidewalks, or bike lanes on State Highway 181 near the project site. South of State Highway 104, State Highway 181 transitions to a two-lane cross-section and includes one 11.5-foot travel lane and 3-foot paved shoulder in each direction. The posted speed limit on State Highway 181 in the vicinity of the project site is 55 mph; south of Mosley Road and in the vicinity of the project site, the posted speed limit on State Highway 181 is 45 mph. Looking Eastbound on State Highway 104 Adjacent to the Project Site tr S.. - BURCH TRANSPORTATION t t p) Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 6 of 33 Threshing Boulevard is a local road providing vehicular access to the Harvest Green East residential subdivision along State Highway 181, which is currently under construction. Threshing Boulevard is generally aligned with Falling Water Boulevard at State Highway 181. As previously mentioned, cross-access to the Bertolla residential project is proposed on State Highway 181 via Threshing Boulevard. Threshing Boulevard generally travels in an east/west direction with a total pavement width of approximately 20 feet, which is sufficient with for one travel lane in each direction. Threshing Boulevard includes curb, gutter, and sidewalks, but does not include bike lanes. The posted speed limit on Threshing Boulevard is 20 mph. No pavement markings are provided on Threshing Boulevard. St Michael Way provides access to St. Michael Catholic School and provides connection between State Highway 104 to the southeast and State Highway 181 to the northwest. St Michael Way is categorized as a local road by the Baldwin County Highway Functional Classification System. St Michael Way is generally aligned with Lawrence Road, which is a dead-end road, at State Highway 104. At State Highway 104, St Michael Way generally travels in a north/south direction with one 10.5-foot travel lane in each direction. The land uses along St Michael Way are primarily institutional and agricultural. There are no curbs, gutters, paved shoulders, sidewalks, or bike lanes on St Michael Way. The posted speed limit on St Michael Way in the vicinity of the project site is 35 mph. Looking Northbound on St Michael Way North of State Highway 104 Looking East on Threshing Boulevard East of State Highway 181 South of Mosley Road South of Threshing Boulevard a h BURCH TRANSPORTATION , t i p g e i 7 52 1 ie y t s al e e Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 7 of 33 St Michael Way includes a double solid yellow centerline and white edgelines in the vicinity of the project site. County Road 13, near the project site, is classified as a minor arterial by the Baldwin County Highway Functional Classification System. In the vicinity of the project site, County Road 13 provides connection between Daphne to the north and Fairhope to the south. The land uses along County Road 13 in the vicinity of the project site are primarily a mix of agricultural, residential, and undeveloped wooded area. In the vicinity of the project site, County Road 13 travels in a north/south direction with one 11-foot travel lane in each direction. There are no curbs, gutters, paved shoulders, sidewalks, or bike lanes on County Road 13 in the vicinity of the project site. In the vicinity of the project site, the posted speed limit on the roadway is 45 mph north of State Highway 104 and 35 mph south of State Highway 104. County Road 13 includes double yellow centerline and white edgelines in the vicinity of the project site. Mosley Road provides connection between County Road 13 to the west and State Highway 181 to the east. Mosley Road is categorized as a local road by the Baldwin County Highway Functional Classification System. The land uses along Mosley Road are primarily residential and undeveloped wooded area. Mosley Road generally travels in an east/west direction with one 9-foot travel lane in each direction. There are no curbs, gutters, paved shoulders, sidewalks, or bike lanes on Mosley Road. The posted speed limit on Mosley Road is 35 mph. Mosley Road includes yellow centerline and white edgelines in the vicinity of the project site. Looking Westbound on Mosley Road West of State Highway 181 North of State Highway 104 aS BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 8 of 33 Gayfer Road Extension (County Road 30) is categorized as a major collector by the Baldwin County Highway Functional Classification System. Gayfer Road Extension provides connection between Scenic Route 98 and State Highway 98 to the west and State Highway 181 and Lawrence Road to the east. The land uses along Gayfer Road Extension are primarily a mix of residential, agricultural, and commercial. In the vicinity of the project site, Gayfer Road Extension travels in an east/west direction with one 10-foot travel lane in each direction. There are no curbs, gutters, paved shoulders, sidewalks, or bike lanes on Gayfer Road Extension in the vicinity of the project site. The posted speed limit on the roadway is 35 mph. Gayfer Road Extension includes yellow centerline and white edgelines in the vicinity of the project site. Looking Eastbound on Gayfer Road Extension East of State Highway 181 t tie -zest BURCH TRANSPORTATION ■ Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 9 of 33 3.2 Intersection Descriptions The following seven (7) intersections were studied in this analysis: State Highway 181 and State Highway 104 (signalized) State Highway 104 and Gallery Boulevard (unsignalized) State Highway 104 and St Michael Way/Lawrence Road (unsignalized) State Highway 104 and County Road 13 (signalized) State Highway 181 and Threshing Boulevard/Falling Water Boulevard (unsignalized) State Highway 181 and Mosley Road (unsignalized) State Highway 181 and Gayfer Road Extension (signalized) The intersection of State Highway 181 and State Highway 104 is a signalized intersection with four approaches. The eastbound approach of State Highway 104 includes one left turn lane with approximately 135 feet of storage, one through lane, and one channelized, yield-controlled right turn lane with approximately 230 feet of storage. The westbound approach of State Highway 104 includes one left turn lane with approximately 125 feet of storage, one through lane, and one channelized, yield-controlled right turn lane with approximately 205 feet of storage. The northbound approach of State Highway 181 includes one left turn lane with approximately 380 feet of storage, two through lanes, and one channelized, yield-controlled right turn lane with approximately 225 feet of storage. The southbound approach of State Highway 181 includes one left turn lane with approximately 380 feet of storage, two through lanes, and one channelized, yield-controlled right turn lane with approximately 125 feet of storage. All approaches to the intersection include protective/permissive left turn signal phasing with flashing yellow arrows and “Left Turn Yield On Flashing Yellow Arrow” plaques. No pedestrian facilities are provided for crossing any legs of the intersection. The intersection of State Highway 104 and Gallery Boulevard is a one-way stop-controlled intersection with three approaches. Stop control is provided for the northbound approach of Gallery Boulevard to State Highway 104, which includes one shared left turn/right turn lane. The eastbound approach of State Highway 104 includes one through lane and one right turn lane with approximately 255 feet of storage. The westbound approach of State Highway 104 includes one left turn lane with approximately 285 feet of storage and one through lane. A stop sign and stop line pavement marking are provided for the stop- controlled approach to the intersection. Looking East on State Highway 104 at State Highway 181 at Gallery Boulevard I .J o L .5 ■■ OJDI ■' seg. • - e- BURCH TRANSPORTATION -- Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 10 of 33 The intersection of State Highway 104 and St Michael Way/Lawrence Road is a two-way stop- controlled intersection with four approaches. Stop control is provided for the southbound approach of St Michael Way and the northbound approach of Lawrence Road. The southbound approach of St Michael Way includes one left turn lane with approximately 55 feet of storage and one shared through/right turn lane. The northbound approach of Lawrence Road includes one shared lane for all turning movements. The eastbound approach of State Highway 104 includes one left turn lane with approximately 355 feet of storage and one shared through/right turn lane. The westbound approach of State Highway 104 includes one shared lane for all turning movements. Stop signs and stop line pavement markings are provided for the stop-controlled approaches to the intersection. The intersection of State Highway 104 and County Road 13 is a signalized intersection with four approaches. The eastbound approach of State Highway 104 includes one left turn lane with approximately 160 feet of storage and one shared through/right turn lane. The westbound approach of State Highway 104 includes one left turn lane with approximately 200 feet of storage and one shared through/right turn lane. The northbound approach of County Road 13 includes one left turn lane with approximately 310 feet of storage and one shared through/right turn lane. The southbound approach of County Road 13 includes one left turn lane with approximately 190 feet of storage and one shared through/right turn lane. Protective/permissive left turn signal phasing is provided for all approaches to the intersection. No pedestrian facilities are provided for crossing any legs of the intersection. Looking East on State Highway 104 at St Michael Way/Lawrence Road at State Highway 104 HMM i «- 4—I - -et _sd■■' 02" pret BURCH TRANSPORTATION . ' I yp=== Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 11 of 33 The intersection of State Highway 181 and Threshing Boulevard/Falling Water Boulevard is a two-way stop-controlled intersection with four approaches. Stop control is provided for the westbound approach of Threshing Boulevard and the eastbound approach of Falling Water Boulevard. The westbound approach of Threshing Boulevard includes one shared left turn/through lane and one channelized, stop-controlled right turn lane with approximately 150 feet of storage. The eastbound approach of Falling Water Boulevard includes one shared left turn/through lane with approximately 65 feet of storage and one channelized, yield-controlled right turn lane. The northbound approach of State Highway 181 includes one left turn lane with approximately 200 feet of storage, two through lanes, and one channelized, yield-controlled right turn lane with approximately 150 feet of storage. The southbound approach of State Highway 181 includes one left turn lane with approximately 115 feet of storage, two through lanes, and one channelized, yield-controlled right turn lane with approximately 200 feet of storage. Stop signs and stop line pavement markings are provided for the stop-controlled approaches to the intersection. It should be noted that at the time the TIS was initiated and the traffic counts were collected, the intersection was two-way stop-controlled; however, since then the intersection has been signalized. The intersection of State Highway 181 and Mosley Road is a one-way stop-controlled intersection with three approaches. Stop control is provided for the eastbound approach of Mosley Road to State Highway 181, which includes one shared left turn/right turn lane. The northbound approach of State Highway 181 includes one shared left turn/through lane. The southbound approach of State Highway 181 includes one shared through/right turn lane. A stop sign and faded stop line pavement marking are provided for the stop- controlled approach to the intersection. Looking West on Threshing Boulevard at State Highway 181 Looking East on Mosley Road at State Highway 181 ye we 0 . - _ - . ( • 1 BURCH TRANSPORTATION T5 "" 0* = —.. . ’ 3 Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 12 of 33 The intersection of State Highway 181 and Gayfer Road Extension is a signalized intersection with four approaches. The northbound approach of State Highway 181 includes one left turn lane with approximately 150 feet of dedicated storage within the center two-way left-turn lane and one shared through/right turn lane. The southbound approach of State Highway 181 includes one left turn lane with approximately 130 feet of storage and one shared through/right turn lane. The eastbound and westbound approaches of Gayfer Road Extension both include one shared lane for all turning movements. Protective/permissive left turn signal phasing is provided for the northbound and southbound approaches of State Highway 181 to the intersection. No pedestrian facilities are provided for crossing any legs of the intersection. Figure 2 presents the intersection laneage and traffic control for the existing conditions. Looking North on State Highway 181 at Gayfer Road Extension 3 1 A«r E h -- - ia BURCH TRANSPORTATION XVM (ot to Scale) Figure 2: Existing Laneage and Traffic Control ege P Existing Laneage XXX' Storage Length TWLTL Two-Way Left Turn Lane Stop Sign Traffic Signal Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y 285' 255' (T W L T L ) 1 5 0 ' 13 0 ' 31 0 ' 200' 160' 19 0 ' 38 0 ' 22 5 ' 205' 125' 135' 230' 12 5 ' 38 0 ' 20 0 ' 15 0 ' 150'20 0 ' 11 5 ' 355' 55 ' 65' Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch d24-1107) % 4“ v V 3 I I Page | 13 of 33 X E Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 14 of 33 3.3 Existing Traffic Volumes Existing traffic data on State Highway 104, State Highway 181, County Road 13, and Gayfer Road Extension was obtained from the Alabama Department of Transportation (ALDOT). The 2023 Annual Average Daily Traffic (AADT) are provided in Figure 3. As shown, the AADT on State Highway 104 adjacent to the project site was approximately 9,953 vehicles per day (vpd) in 2023. The AADT on State Highway 104 east of County Road 13 was approximately 10,837 vpd. The AADT on State Highway 181 north of State Highway 104 was approximately 16,550 vpd and north of Gayfer Road Extension was approximately 15,048 vpd. The AADT on County Road 13 south of Mosley Road was approximately 7,600 vpd. The AADT on Gayfer Road Extension west of State Highway 181 was approximately 4,292 vpd. ALDOT count station data is included in Appendix C. In addition, 72-hour vehicular volume data was collected on State Highway 104 east and west of State Highway 181 and on State Highway 181 north of State Highway 104 from Thursday, December 5, through Saturday, December 7, 2024. The 2024 daily traffic on a Thursday on State Highway 104 east of State Highway 181 was 13,136 vpd, on State Highway 104 west of State Highway 181 was 13,421 vpd, and on State Highway 181 north of State Highway 104 was 21,301 vpd, as shown in Figure 3. Turning movement counts were also collected at each of the seven study intersections for the AM and PM peak hours on a Thursday and during the midday peak hour on a Saturday. Specifically, the turning movement count data utilized for the TIS at the intersections of State Highway 104 with County Road 13, State Highway 181, Gallery Boulevard, and St Michael Way/Lawrence Road as well as at the intersection of State Highway 181 and Falling Water Boulevard/Threshing Boulevard was collected on Thursday, December 5, 2024, and Saturday, December 7, 2024. The turning movement count data utilized for the TIS at the intersections of State Highway 181 with Mosley Road and Gayfer Road Extension was collected on Thursday, January 9, 2025, and Saturday, January 11, 2025. The 2024 Existing Conditions Peak Hour Traffic Volumes are presented in Figure 4. The turning movement count data that was used to establish baseline conditions is included in Appendix D. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 15 of 33 Figure 3: Daily Traffic Volumes Sources: ALDOT traffic data, Marr traffic data, ArcGIS map (Not to Scale) Legend XXX – 2023 ALDOT AADT Project Site SH 104 Sta. 668 Sta. 659 16,550 vpd Sta. 549 Sta. 603 15,048 vpd Sta. 144 Sta. 145 21,301 vpd m John [ ——Canyo n -Dr— Mission Trce ensacola Branch P. Li eQIriGh Ave 181 — 04 State Highway 104104104) o.9 State Highway 1104 8ig - Leavie Ln - m — BURCH TRANSPORTATION S Me a d o w s UT 4U S 4 V No b t o m a p p r I La w r e n c e R d Ca l l b r e S t 07 4 0 U O n E s G J M i c h a e l S t St a t e H i 18 1 A l m Pl a i n v i e w D r 3. JS P J o n e j i s -- - - - - - - - - - m a N— u I__ IL Bl u e b e r r y L n JX d p e O d O ou n t y R o a । La w r e n c e R d ar pe p o " " cy p e O U Co u n t y Hi g b e e R d Z St a t e H i g h w a y 18 1 Legend: XXX - Weekday AM Peak Hour Traffic Volumes (XXX) - Weekday PM Peak Hour Traffic Volumes [XXX] - Saturday Midday Peak Hour Traffic Volumes (ot to Scale) Figure 4: 2024 Existing Conditions Peak Hour Traffic Volumes 1 4 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y 26 2 ( 1 5 5 ) [ 1 3 1 ] 45 6 ( 5 9 5 ) [ 4 5 5 ] 16 4 ( 2 1 4 ) [ 1 3 7 ] [137](222)125 [168](311)256 [103](108)60 169(166)[107] 394(250)[158] 133(105)[64] [9 1 ] ( 1 1 8 ) 8 8 [4 8 1 ] ( 5 0 5 ) 4 5 2 [4 6 ] ( 9 7 ) 6 4 98 ( 8 0 ) [ 4 6 ] 18 6 ( 2 3 5 ) [ 1 1 6 ] 39 ( 6 8 ) [ 3 8 ] [55](105)66 [329](493)313 [23](40)23 56(44)[18] 519(345)[262] 143(97)[61] [3 2 ] ( 5 5 ) 1 0 4 [1 2 1 ] ( 2 3 6 ) 1 9 5 [4 5 ] ( 9 5 ) 6 6 15 ( 1 7 ) [ 3 ] 62 0 ( 7 5 4 ) [ 5 6 8 ] [1](9)10 [11](7)8 [1 3 ] ( 1 1 ) 5 [5 2 3 ] ( 7 4 8 ) 7 0 1 13 1 ( 5 4 ) [ 2 7 ] 48 4 ( 6 5 9 ) [ 5 1 8 ] 17 ( 5 3 ) [ 3 1 ] [32](104)81 [28](67)36 [33](77)51 52(39)[33] 109(44)[36] 16(12)[10] [4 9 ] ( 7 2 ) 1 0 4 [4 8 0 ] ( 6 0 2 ) 6 0 0 [1 1 ] ( 1 5 ) 9 [348](612)440 [7](3)6 717(404)[319] 7(1)[1] [1 2 ] ( 7 ) 1 3 [4 ] ( 4 ) 3 35 ( 3 2 ) [ 1 ] 0( 2 ) [ 0 ] 28 ( 3 0 ) [ 2 1 ] [0](28)92 [331](587)340 [3](0)0 135(41)[15] 666(353)[308] 2(9)[1] [3 ] ( 9 ) 3 [1 ] ( 0 ) 1 [6 ] ( 1 0 ) 4 11 ( 1 8 ) [ 1 1 ] 89 3 ( 9 5 6 ) [ 8 1 4 ] 10 ( 0 ) [ 3 ] [9](17)19 [0](0)0 [8](20)28 3(2)[0] 0(0)[0] 4(1)[4] [1 3 ] ( 1 4 ) 1 0 [7 2 1 ] ( 9 3 0 ) 7 3 7 [1 ] ( 1 ) 1 0 Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch d24-1107) Page | 16 of 33 Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 17 of 33 4. Background Conditions As previously stated, it is assumed that the proposed development will be completed in approximately thirteen years from the 2024 existing conditions, which would be in the year 2037. To account for additional traffic expected to be traveling on the study roadways in 2037 even if the development is not completed, background traffic volumes were established. A growth rate was applied to the 2024 existing peak hour traffic volumes. The historical ALDOT count station traffic data in the study area were utilized to establish a growth trend. Based on this analysis, the combined average annual traffic growth in the study area over the three years between 2023 and 2020 was found to be 1.3%. Conservatively, the 2024 Existing Peak Hour Traffic Volumes were increased by 26% (2% Annual Growth for 13 Years) to establish 2037 background traffic volumes. In addition to the general traffic growth factor applied to the study roadways and intersections, site specific traffic expected to be generated by approved but unconstructed developments or developments that are not fully constructed and occupied (as of March 2025) was also added to the traffic volumes. A request for the traffic impact studies for developments in the vicinity of the project site was made to ALDOT in January 2025; however, this information was not provided to Burch. Therefore, investigations and research were conducted to determine the approximate number of homes remaining to be constructed and occupied at the time the existing traffic counts were conducted for other known developments underway. Then the trip generation for each was calculated, distributed, and assigned to the roadway network. The following site-specific developments were included in background traffic volumes: • Harvest Green East, Total 228 lots, 100% Remaining • Harvest Green West, Total 140 lots, 100% Remaining • Rockwell Place Apartments, Total 252 dwelling units, 93% Remaining (234 dwelling units) • WaWa, Total 16 fueling positions, 100% Remaining • The Estates at the Verandas, Total 39 lots, 67% Remaining (26 lots) The ALDOT count station data and historical growth is included in Appendix C. The distribution figures for the site-specific background projects are included in Appendix E. The traffic calculation worksheets are included in Appendix G. Figure 5 presents the 2037 Background Conditions Peak Hour Traffic Volumes. As previously mentioned, the intersection of Highway 181 and Threshing Boulevard/Falling Water Boulevard has been recently signalized and therefore was analyzed as a signalized intersection under the Future Background and Projected conditions. BURCH TRANSPORTATION Legend: XXX - Weekday AM Peak Hour Traffic Volumes (XXX) - Weekday PM Peak Hour Traffic Volumes [XXX] - Saturday Midday Peak Hour Traffic Volumes (ot to Scale) Figure 5: 2037 Background Peak Hour Traffic Volumes 1 4 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y 12 3 ( 1 0 1 ) [ 5 8 ] 23 4 ( 2 9 6 ) [ 1 4 6 ] 55 ( 9 3 ) [ 5 5 ] [4 0 ] ( 6 9 ) 1 3 1 [1 5 2 ] ( 2 9 7 ) 2 4 6 [8 9 ] ( 1 6 0 ) 9 9 77(62)[30] 720(483)[383] 215(148)[107] [69](132)83 [474](695)423 [29](50)29 22 ( 2 5 ) [ 7 ] 87 1 ( 1 0 1 9 ) [ 7 9 1 ] [1 6 ] ( 1 4 ) 6 [7 4 1 ] ( 1 0 4 4 ) 9 2 6 [4](15)16 [14](9)10 21 9 ( 9 4 ) [ 8 1 ] 69 1 ( 8 7 0 ) [ 7 2 0 ] 24 ( 7 1 ) [ 4 2 ] [6 2 ] ( 9 1 ) 1 3 1 [6 5 3 ] ( 8 1 7 ) 7 9 1 [1 4 ] ( 1 9 ) 1 1 69(53)[45] 137(55)[45] 20(15)[13] [72](171)118 [35](84)45 [42](97)64 [2 9 ] ( 1 8 ) 3 0 [7 ] ( 6 ) 6 920(549)[434] 10(3)[3] [468](798)589 [24](20)13 44 ( 4 0 ) [ 1 ] 0( 3 ) [ 0 ] 35 ( 3 8 ) [ 2 6 ] [4 ] ( 1 1 ) 4 [1 ] ( 0 ) 1 [8 ] ( 1 3 ) 5 170(52)[19] 857(487)[422] 3(11)[1] [0](35)116 [449](768)465 [4](0)0 14 ( 2 3 ) [ 1 4 ] 12 2 8 ( 1 2 9 9 ) [ 1 1 2 2 ] 21 ( 2 8 ) [ 2 6 ] [1 6 ] ( 1 8 ) 1 3 [1 0 1 5 ] ( 1 2 9 6 ) 9 9 0 [3 4 ] ( 4 2 ) 2 5 29(20)[19] 0(0)[0] 40(25)[34] [11](21)24 [0](0)0 [10](25)35 42 5 ( 2 6 7 ) [ 2 4 4 ] 65 7 ( 8 1 4 ) [ 6 4 1 ] 22 3 ( 2 8 4 ) [ 1 8 8 ] [1 1 5 ] ( 1 4 9 ) 1 1 1 [6 8 2 ] ( 7 2 9 ) 6 1 0 [6 7 ] ( 1 3 5 ) 8 7 226(230)[154] 509(325)[210] 175(139)[88] [259](388)203 [224](407)329 [130](136)76 Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch d24-1107) Page | 18 of 33 Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 19 of 33 5. Projected Conditions A trip generation process was used to estimate the amount of traffic that is expected to be generated by the proposed residential development with a total of 416 single-family dwelling units, which is to include 331 detached units and 85 attached units. Trip generation rates for the land uses were taken from ITE’s Trip Generation Manual, 12th Edition. No adjustments were applied to the base trip generation to account for alternate modes, internal capture, or pass-by trips. Table 1 below presents the new vehicular traffic expected to be generated by the proposed residential development. As shown, the development is expected to generate approximately 3,495 vehicle trips per day, 262 vehicles per hour (vph) during the AM peak hour, 330 vph during the PM peak hour, and 349 vph during the Saturday midday peak hour. Trip generation calculations are included in Appendix F. Table 1: Trip Generation Land Use Size Average Daily Total Enter Exit Total Enter Exit Total Enter Exit Single-Family Detached Housing 331 d.u. 2,937 227 61 166 289 179 110 309 164 145 Housing 85 d.u. 558 35 9 26 41 23 18 40 19 21 Total 3,495 262 70 192 330 202 128 349 183 166 Source: ITE Trip Generation Manual, 12th Edition. A directional distribution was developed based on the existing traffic counts and street network as well as the proposed land uses. Table 2 presents the roadways, directions, and percent distribution that traffic is expected to be coming from when entering the site for each of the land uses. Table 2: Directional Distribution Roadway State Highway 181 North 25% 15% State Highway 181 South 15% 15% State Highway 104 East 10% 15% State Highway 104 West 20% 15% County Road 13 North 10% 10% County Road 13 South 10% 10% Gayfer Road West 10% 10% Gayfer Road East 0% 5% Mosley Road West 0% 5% The current site plan includes primary access on State Highway 104 with the construction of a new boulevard roadway generally aligned with Gallery Boulevard and secondary access providing cross-access connection to the Harvest Green East subdivision, which is under construction to the north. The secondary access is provided via the intersection of State Highway 181 and Threshing Boulevard. Based on the BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 20 of 33 directional distribution and the site access plan, the directional distribution was developed for the turning movements at each of the study intersections. The Directional Distribution at the study intersections is presented in Figure 6. Using these directional distributions, the traffic generated by the site was assigned to the street network. The traffic assignment is presented in Figure 7. The site traffic was added to the background traffic volumes to obtain the 2037 Future Projected Peak Hour Traffic Volumes, which are presented in Figure 8. These volumes represent the total peak hour traffic expected at the study intersections following completion of the proposed development. The traffic calculation worksheets showing the traffic assignment and volume calculations are included in Appendix G. BURCH TRANSPORTATION egend XX% - Enter (XX%) - Exit (Not to Scale) ge 6 P eoa o of e aff Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Project Site SA 1 5% 40% (5%) (40%) (25%) 25 % 10 % 20% (10%) (20%) (10%) 10 % (2 5 % ) 25 % (1 0 % ) (1 5 % ) 10% 15 % (7 0 % ) (1 0 % ) 70% 10% 5%20 % (20%) (5 % ) (10%) 10% Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch d24-1107) 1 I I 1 1 Page | 21 of 33 Legend: XXX - Weekday AM Peak Hour Traffic Volumes (XXX) - Weekday PM Peak Hour Traffic Volumes [XXX] - Saturday Midday Peak Hour Traffic Volumes (ot to Scale)ge P ge of e aff Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Project Site SA 1 [4 6 ] ( 5 1 ) 1 8 10(6)[8] 77(51)[66] 48(32)[42] [73](81)28 3( 1 0 ) [ 9 ] [1 8 ] ( 2 0 ) 7 19(13)[17] 39(25)[33] 19(13)[16] [37](41)14 7( 2 0 ) [ 1 8 ] [4 6 ] ( 5 1 ) 1 8 48 ( 3 2 ) [ 4 2 ] [2 8 ] ( 3 1 ) 1 1 [18](20)7 19 ( 1 3 ) [ 1 7 ] 29 ( 1 9 ) [ 2 5 ] 7(20)[18] [128](142)49 13 5 ( 8 9 ) [ 1 1 6 ] 19 ( 1 3 ) [ 1 7 ] 7(20)[18] [17](13)19 [8 ] ( 6 ) 1 0 38(26)[33] 3( 1 0 ) [ 9 ] 14 ( 4 0 ) [ 3 7 ] Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch d24-1107) 1 I I 1 1 Page | 22 of 33 Legend: XXX - Weekday AM Peak Hour Traffic Volumes (XXX) - Weekday PM Peak Hour Traffic Volumes [XXX] - Saturday Midday Peak Hour Traffic Volumes (ot to Scale) Figure 8: 2037 Future Projected Peak Hour Traffic Volumes 1 4 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Project Site SA 1 42 5 ( 2 6 7 ) [ 2 4 4 ] 65 7 ( 8 1 4 ) [ 6 4 1 ] 22 6 ( 2 9 4 ) [ 1 9 7 ] [259](388)203 [297](488)357 [130](136)76 [1 1 5 ] ( 1 4 9 ) 1 1 1 [6 8 2 ] ( 7 2 9 ) 6 1 0 [1 1 3 ] ( 1 8 6 ) 1 0 5 236(236)[162] 586(376)[276] 223(171)[130] 14 ( 2 3 ) [ 1 4 ] 12 3 1 ( 1 3 0 9 ) [ 1 1 3 1 ] 35 ( 6 8 ) [ 6 3 ] [11](21)24 [0](0)0 [10](25)35 [1 6 ] ( 1 8 ) 1 3 [1 0 2 3 ] ( 1 3 0 2 ) 1 0 0 0 [3 4 ] ( 4 2 ) 2 5 67(46)[52] 0(0)[0] 40(25)[34] 44 ( 4 0 ) [ 1 ] 0( 3 ) [ 0 ] 35 ( 3 8 ) [ 2 6 ] 170(52)[19] 864(507)[440] 3(11)[1] [0](35)116 [466](781)484 [4](0)0 [4 ] ( 1 1 ) 4 [1 ] ( 0 ) 1 [8 ] ( 1 3 ) 5 12 3 ( 1 0 1 ) [ 5 8 ] 23 4 ( 2 9 6 ) [ 1 4 6 ] 62 ( 1 1 3 ) [ 7 3 ] 96(75)[47] 759(508)[416] 234(161)[123] [69](132)83 [511](736)437 [29](50)29 [4 0 ] ( 6 9 ) 1 3 1 [1 5 2 ] ( 2 9 7 ) 2 4 6 [1 0 7 ] ( 1 8 0 ) 1 0 6 22 ( 2 5 ) [ 7 ] 91 9 ( 1 0 5 1 ) [ 8 3 3 ] [4](15)16 [14](9)10 [1 6 ] ( 1 4 ) 6 [7 8 7 ] ( 1 0 9 5 ) 9 4 4 21 9 ( 1 0 7 ) [ 8 1 ] 69 1 ( 8 8 9 ) [ 7 2 0 ] 24 ( 7 1 ) [ 4 2 ] 69(53)[45] 137(55)[45] 20(15)[13] [90](191)125 [35](84)45 [42](97)64 [6 2 ] ( 9 1 ) 1 3 1 [6 8 1 ] ( 8 4 8 ) 7 9 1 [1 4 ] ( 1 9 ) 1 1 7(20)[18] 920(549)[434] 10(3)[3] [128](142)49 [468](798)589 [24](20)13 [2 9 ] ( 1 8 ) 3 0 [0 ] ( 0 ) 0 [7 ] ( 6 ) 6 13 5 ( 8 9 ) [ 1 1 6 ] 0( 0 ) [ 0 ] 19 ( 1 3 ) [ 1 7 ] Revised 1/16/2026Bertolla / Colony Village (Traffic Impact Study - Burch d24-1107) I Page | 23 of 33 Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 24 of 33 6. Traffic Operational Analysis To evaluate the study intersections under Existing, Background, and Future Projected conditions, capacity analyses were conducted for the study intersections using Synchro 12 software and HCM 7th Edition methodology. In addition, queue analyses were conducted for the study intersections using SimTraffic software. The capacity analyses result in a control delay and corresponding level of service (LOS). The LOS and control delay are used to describe how well a turning movement and/or intersection operates. LOS A operates with the least amount of delay, and LOS F the worst. Table 3 presents the descriptions of LOS for unsignalized intersections, and Table 4 presents the descriptions of LOS for signalized intersections. Table 3: Description of Unsignalized Intersection Level of Service (LOS) LOS A 0 – 10 B > 10 – 15 C > 15 – 25 D > 25 – 35 E > 35 – 50 F > 50 Source: Highway Capacity Manual 7th Edition Table 4: Description of Signalized Intersection Level of Service (LOS) LOS v/c < 1.0 Control Delay (seconds per vehicle) Description A < 10 B > 10 – 20 C > 20 – 35 vehicles stopping is significant, although many vehicles still pass D > 35 – 55 the cycle length is long. Many vehicles stop and individual cycle E > 55 – 80 F > 80 poor, and the cycle length is long. Most cycles fail to clear the Highway Capacity Manual, 7th Edition BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 25 of 33 6.1 Capacity Analysis Burch requested the current signal timing and phasing data from ALDOT for use in the capacity analysis; however, the information was not provided. Therefore, the signal phasing was determined through field investigation and inventory of the signal head configuration for the signalized study intersections. The signal timings were optimized in Synchro for the capacity analyses for each of the time periods and scenarios, i.e. existing, background, and future projected conditions. Tables 5, 6, and 7 present the results of the weekday AM and PM peak hour analysis and the Saturday midday peak hour analysis, respectively. As shown, intersection delays during the AM, PM, and Saturday midday peaks are manageable. All of the signalized intersections are expected to operate at an overall LOS D or better during all time periods and all scenarios, with one exception. During the weekday AM and PM peak hours, the signalized intersection of County Road 13 and State Route 104 is expected to deteriorate from LOS C under existing conditions to LOS E under both future background and projected conditions. Under the background and future projected conditions, the signalized intersection of State Highway 181 and County Road 13 is nearing the need for additional intersection capacity during the AM and PM peak hours. However, the incremental delay caused by the proposed development is relatively minor. Additional intersection capacity could be provided by constructing a northbound right turn lane and/or a westbound right turn lane. During both AM and PM peak hours, some of the minor street approaches to State Highway 181 and State Highway 104 are expected to operate with LOS E and F, which is common for the unsignalized approaches to arterials with high volumes. It is important to note that while the delays may be relatively high, the projected queue lengths are very low for the unsignalized approaches due to the very low volumes on the minor streets. The projected capacity analysis assumed the provision of eastbound left turn and westbound right turn deceleration lanes on State Highway 104 at the proposed Site Access and a two-lane southbound approach for the site access. The projected with improvements capacity analysis also assumed the intersection would be signalized under projected conditions. The analysis results indicate that the intersection is expected to operate at overall LOS C during the weekday AM peak and overall LOS B during the weekday PM peak and Saturday midday peak hours with the proposed traffic signal. During all peak hours, the critical turning movements at the intersection are expected to operate at LOS D or better under projected conditions with improvements. As previously mentioned, at the time the TIS was initiated and the traffic counts were collected, the intersection of State Highway 181 and Threshing Boulevard/Falling Water Boulevard was two-way stop- controlled; however, since then the intersection has been signalized. As shown, under background and future projected conditions the intersection is expected to operate at overall LOS B or better under all scenarios. The Synchro and SimTraffic worksheets are included in Appendix H. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 26 of 33 Table 5: Intersection Capacity Analysis – AM Peak Hour Intersection Approach / Lane Group LOS (Delay in sec/veh)[95th% Queue Length in feet] 2024 Existing 2037 Background Projected SR 181 & SR 104 (signalized) Overall Intersection C (25.9) D (40.7) D (42.1) -- SR 104 & Gallery Blvd / Site Access Blvd (unsignalized for Existing/Background/ Projected; signalized for Projected with Improvements) Overall Intersection -- -- -- C (24.4) SR 104 & Lawrence Rd / St Michael Way (unsignalized) SR 181 & Falling Water Blvd / Threshing Blvd (Existing unsignalized & Background/Projected signalized) Overall Intersection -- B (12.3) B (12.7) -- SR 104 & CR 13 (signalized) Overall Intersection C (29.1) E (57.1) E (62.1) -- SR 181 & Gayfer Road Ext (signalized) EB Approach C (28.1) [165] C (33.0) [782] D (37.6) [272] -- WB Approach C (27.9) [116] C (27.7) [167] C (31.3) [191] -- NB Left Turn A (8.2) [58] C (23.1) [160] C (34.4) [161] -- NB Through/Right Turn B (10.8) [169] B (18.5) [281] B (19.7) [395] -- SB Left Turn A (7.3) [86] B (1.2) [152] B (12.8) [127] -- SB Through/Right Turn B (13.9) [300] F (49.0) [1985] D (43.3) [2015] -- Note: HCM 7th Edition results reported above for LOS and delay; SimTraffic results reported for 95th percentile queue lengths. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 27 of 33 Table 6: Intersection Capacity Analysis – PM Peak Hour Intersection Approach / Lane Group LOS (Delay in sec/veh)[95th% Queue Length in feet] 2024 Existing 2037 Background Projected SR 181 & SR 104 (signalized) Overall Intersection C (24.3) D (45.2) D (54.7) -- SR 104 & Gallery Blvd / Site Access Blvd (unsignalized for Existing/Background/ Projected; signalized for Projected with Improvements) Overall Intersection -- -- -- B (15.8) SR 104 & Lawrence Rd / St Michael Way (unsignalized) SR 181 & Falling Water Blvd / Threshing Blvd (Existing unsignalized & Background/Projected signalized) Overall Intersection -- B (12.3) B (12.6) -- SR 104 & CR 13 (signalized) Overall Intersection C (30.1) E (59.7) E (70.4) -- SR 181 & Gayfer Road Ext (signalized) EB Approach C (33.0) [268] D (53.6) [591] E (56.9) [646] -- WB Approach C (25.9) [87] C (27.4) [111] C (28.4) [119] -- NB Left Turn A (9.3) [90] C (23.0) [215] C (27.9) [172] -- NB Through/Right Turn B (12.5) [220] C (28.1) [389] D (36.0) [588] -- SB Left Turn A (7.4) [119] B (17.2) [146] C (21.9) [128] -- SB Through/Right Turn B (15.7) [383] F (58.9) [792] F (78.7) [1241] -- Note: HCM 7th Edition results reported above for LOS and delay; SimTraffic results reported for 95th percentile queue lengths. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 28 of 33 Table 7: Intersection Capacity Analysis – Saturday Midday Peak Hour Intersection Approach / Lane Group LOS (Delay in sec/veh)[95th% Queue Length in feet] 2024 Existing 2037 Background Projected SR 181 & SR 104 (signalized) Overall Intersection C (20.1) C (25.0) C (26.2) -- SR 104 & Gallery Blvd / Site Access Blvd (unsignalized for Existing/Background/ Projected; signalized for Projected with Improvements) Overall Intersection -- -- -- B (15.5) SR 104 & Lawrence Rd / St Michael Way (unsignalized) SR 181 & Falling Water Blvd / Threshing Blvd (Existing unsignalized & Background/Projected signalized) Overall Intersection -- B (10.6) B (11.9) -- SR 104 & CR 13 (signalized) Overall Intersection B (18.4) C (23.8) C (28.5) -- SR 181 & Gayfer Road Ext (signalized) EB Approach C (26.1) [92] C (27.3) [113] C (27.8) [134] -- WB Approach C (25.8) [101] C (26.1) [91] C (26.1) [88] -- NB Left Turn A (6.5) [48] B (11.4) [60] B (11.4) [85] -- NB Through/Right Turn A (9.5) [128] B (13.2) [206] B (13.9) [209] -- SB Left Turn A (6.1) [70] A (7.9) [92] A (8.3) [134] -- SB Through/Right Turn B (10.9) [217] B (19.3) [385] B (19.3) [347] -- Note: HCM 7th Edition results reported above for LOS and delay; SimTraffic results reported for 95th percentile queue lengths. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 29 of 33 6.2 Turn Lane Analysis The intersection of State Highway 104 at the Site Access was evaluated for the need for an eastbound left turn deceleration lane and a westbound right turn deceleration lane based on methodology presented in NCHRP Report 457, Evaluating Intersection Improvements: An Engineering Study Guide. The turn lane analysis was based on the 2037 Future Projected peak hour traffic volumes previously presented and the posted speed limit of 55 mph on State Highway 104. The turn lane analysis determined that a left turn deceleration lane is warranted for the eastbound approach of State Highway 104 to the Site Access, and a westbound right turn deceleration lane is warranted on State Highway 104 to the Site Access. Therefore, it is recommended to construct a westbound right turn deceleration lane in addition to an eastbound left turn deceleration lane. In addition, the intersection of State Highway 104 and St Michael Way/Lawrence Road was evaluated for the need for a westbound right turn deceleration lane. The turn lane analysis determined that a westbound right turn deceleration lane is warranted under both 2024 Existing and 2037 Future Projected peak hour traffic volumes previously presented. Because the turn lane is warranted under existing conditions and the Bertolla residential project is not expected to include any westbound right turning traffic at the intersection, we do not recommend construction of this turn lane by the development. Details of the turn lane analysis are included in Appendix I. 6.3 Intersection Sight Distance According to the current concept plan, the proposed development includes one new roadway connection on State Highway 104. The proposed Site Access was evaluated to make sure that sufficient intersection sight distance will be available for vehicles exiting the project site onto State Highway 104. For a 55-mph speed as posted on State Highway 104, the guidelines from the American Association of State Highway and Transportation Officials’ (AASHTO) A Policy on Geometric Design of Highways and Streets, call for a minimum stopping sight distance of 495 feet. This is the distance required for a driver to detect an object in the roadway that requires a stop and be able to stop in time before reaching the object. AASHTO also identifies the minimum intersection sight distance, which is the distance a driver can see approaching vehicles before the line of sight is blocked by an object or roadway curvature. Sufficient intersection sight distance allows for adequate time gap for a driver to turn across opposing traffic from a stopped condition without requiring on-coming traffic to significantly slow down. For a speed of 55 mph, the design value for a driver turning left from a stop onto a 3-lane roadway is 650 feet. For a speed of 55 mph, the design value for a driver turning right from a stop is 530 feet. Therefore, it is desirable to provide a minimum of 650 feet looking to the west on State Highway 104 from the Site Access and a minimum of 530 feet looking to the east on State Highway 104 from the Site Access. It was determined that the available intersection sight distance will be sufficient to accommodate left and right turns onto State Highway 104 from the Site Access aligned with Gallery Boulevard. The site plan and landscape plan should not include any landscape, hardscape, signs, or parking within the sight distance departure triangles that would restrict intersection sight distance for the Site Access. A cross road intersection warning sign (W2-1) with a 45 mph advisory speed plaque is recommended for the westbound approach approximately 600 feet in advance Gallery Boulevard due to a sag vertical curve located east of the site. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 30 of 33 6.4 Signal Warrant Analysis Under unsignalized conditions, the results of the capacity analyses indicate that the southbound left turning movements at the intersections of Highway 104 with Gallery Boulevard/Site Access and St Michael Way are expected to operate at LOS F during both AM and PM peak hours under the 2037 Future Projected Conditions. Therefore, the intersections were evaluated to determine whether traffic signal(s) will be warranted and appropriate to accommodate vehicular traffic at the intersections based on the proposed development’s trip generation. The Manual on Uniform Traffic Control Devices (MUTCD) includes nine (9) warrants that should be evaluated based on an engineering study of traffic conditions prior to the installation of a new traffic signal. While there are nine warrants, only one is required to be met in order to consider the need for traffic signal control at an intersection. However, satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Each warrant sets forth the minimum criteria related to the operation and safety of an intersection that should be met in order to satisfy the warrant. The signal warrant analysis was conducted following the requirements set forth in the ALDOT Access Management Manual and the procedures provided in the latest edition of the ALDOT Traffic Signal Timing and Design Manual. Warrants 10 software by Trafficware was utilized for the signal warrant analysis based on 2009 Federal Warrants. The traffic volume data, speed limits, and intersection geometry were utilized for the analysis. The signal warrant analysis was based on the 70% warrants since the posted speed limit on Highway 104 is 55 mph. At both of these intersections, Highway 104 is a two-lane road with existing or recommended deceleration lanes. Therefore, the analysis is based on two-lane major street approaches for both intersections. The analysis is based on a two-lane minor street approach for the Site Access since we are recommending two southbound lanes for the Site Access approach to Highway 104 and a two-lane minor street approach for St Michael Way since a right turn lane is existing. In order to obtain hourly 2037 Background Conditions traffic volumes at the intersections, some assumptions were made to account for ambient and approved development traffic in the study area. Turning movement counts for 12-hours were conducted on Thursday, December 5, 2024, at the existing intersections of Highway 104 with Gallery Boulevard and St Michael Way/Lawrence Road. Similar to the peak hour traffic volumes previously presented, a 2% annual growth was assumed and applied to the hourly 2024 turning movement data, which is a 26% background growth (representing 2% annual growth for 13 years). In addition, the background traffic expected to be generated by the five offsite developments previously described were added to the background peak hour traffic volumes. Finally, the trip generation for the proposed development was assigned to the intersection based on the directional distributions presented in Figure 6. The signal warrant analysis was conducted based on the 2037 Future Projected Condition. The hourly distributions for each land use were taken from ITE’s Trip Generation Manual, 12th Edition. Table 8 presents the results of the signal warrant analysis. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 31 of 33 Table 8: Signal Warrant Analysis Results – 2037 Future Projected Conditions Warrant Description Notes Notes Warrant 1: 8-Hour Vehicular Volume Yes 13 Hours Met No 4 Hours Met Warrant 2: 4-Hour Vehicular Volume Yes 8 Hours Met No 1 Hour Met Warrant 3: Peak Hour Yes 3 Hours Met Yes 1 Hour Met Warrant 4: Pedestrian Volume N/A -- N/A -- Warrant 5: School Crossing N/A -- N/A -- Warrant 6: Coordinated Signal System N/A -- N/A -- Warrant 7: Crash Experience N/A -- N/A -- Warrant 8: Roadway Network N/A -- N/A -- Warrant 9: Intersection near a Grade Crossing N/A -- N/A -- Notes: 1. Based on 2037 Future Projected Conditions (Full Buildout). 2. Based on 2 Lane Major Street and 2 Lane Minor Street for SR 104 & Gallery Boulevard/Site Access Boulevard. 3. Based on 2 Lane Major Street and 2 Lane Minor Street for SR 104 and Lawrence Road/St Michael Way. 4. Based on 70% Factor Warrants and >40 mph approach speed on the Major Street. Based on these data and analyses, traffic signal warrants will be met under 2037 Future Projected Conditions for the intersections of Highway 104 with Gallery Boulevard/Site Access Boulevard and Lawrence Road/St Michael Way. Only Warrant 3 Peak Hour criteria is met for the 3:00 pm hour at the intersection of Highway 104 and Lawrence Road/St Michael Way, which is during school dismissal for St Michael Catholic School. Since it is school-generated traffic and not project-generated traffic that causes the intersection to meet the Peak Hour warrant, it is not recommended that the Bertolla residential project install a traffic signal at the intersection. Furthermore, since only the Peak Hour Warrant is met, the school peak hour traffic volumes can be handled by a traffic control officer if intersection delays are exceptionally long during school dismissal. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 32 of 33 7. Conclusions and Recommendations The Bertolla residential development is proposed to be located on State Highway 104 in Fairhope, Alabama. The project site includes approximately 149 acres of vacant land. The proposed development includes a total of approximately 416 single-family homes. The development will have a new roadway connection to State Highway 104, which will be generally aligned with Gallery Boulevard. In addition, cross-access is proposed on State Highway 181 via Threshing Boulevard, which is an access to the Harvest Green East development (currently under construction) located to the north of the Bertolla residential project site. The analyses presented in this report indicate that the proposed development will generate a manageable amount of new vehicular traffic to the study area. In total, the project is expected to generate approximately 3,495 daily trips, 262 AM peak hour trips, 330 PM peak hour trips, and 349 Saturday midday peak hour trips. Capacity analyses indicate that the study intersections and site access points will generally operate acceptably following completion of the proposed residential development. Based on the analyses presented in this study and review of the study area and proposed development information, the following is recommended in order to accommodate the proposed development and provide for efficient traffic operations and safety: State Highway 104 and Site Access Boulevard/Gallery Boulevard • Provide an eastbound left turn lane on State Highway 104 with approximately 295 feet of storage plus 180 feet of bay taper and 330 feet of shifting taper if the widening is symmetrical or as approved by ALDOT. • Provide a westbound right turn lane on State Highway 104 with approximately 295 feet of storage plus 180 feet of bay taper or as approved by ALDOT. • As shown on the preliminary concept plan, the Site Access should be designed a boulevard with two entering lanes and two exiting lanes at its intersection with State Highway 104. The two (2) southbound approach lanes should be designated as one (1) shared left turn/through lane and one (1) right turn lane. • Install a Cross Road Intersection warning sign (W2-1) with a 45-mph advisory speed plaque on the westbound approach of State Highway 104 approximately 600 feet in advance of the Site Access and Gallery Boulevard. • Install a traffic signal with protective/permissive left turn signal phasing for the eastbound and westbound approaches of State Highway 104 and permissive left turn signal phasing for the northbound approach of Gallery Boulevard and the southbound approach of the Site Access Boulevard. State Highway 104 and Lawrence Road/St Michael Way The analysis in this study shows that a westbound right turn deceleration lane is warranted and the Peak Hour (Traffic Signal Warrant 3) criteria is met during the school dismissal period for this intersection. The westbound right turn lane is warranted under 2024 Existing conditions. Although the proposed development will add through traffic along State Highway 104, it was determined that it is St Michael Catholic school traffic and not the traffic expected to be generated by the Bertolla residential project that triggers both of these warrants for improvement. Therefore, these improvements are not included in the recommended improvements for this development but should be considered by others. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 Page | 33 of 33 Internal Street Network As shown on the preliminary concept plan, the street network should connect to the Harvest Green East subdivision to the north to provide secondary access via the intersection of State Highway 181 and Threshing Boulevard. If this connection is not made, other secondary access will be needed to serve the proposed residential development. Based on the analyses presented in this report, no further improvements are recommended in association with the proposed Bertolla residential development. BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 APPENDIX C ALDOT COUNT DATA & HISTORICAL ANALYSIS BURCH TRANSPORTATION Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 BURCH TRANSPORTATION 1. 3 % 2 . 3 % 2. 0 % 0. 2 % 1 . 2 % 1 . 7 % 1. 4 % 1. 1 % 3. 8 % 1 4 . 2 % -0 . 8 % 1. 3 % -0 . 5 % 0 . 7 % 20 1 3 20 1 4 ST O Z 20 1 6 60 5 2 0 06 t E 39 0 0 05 6 S T 10 0 2 0 17 2 9 0 98 7 0 20 1 7 -0 . 3 % 60 3 4 7 -. 9 9 33 1 9 3. 7 % 40 4 3 0. 0 % Et 6 S T 1. 6 % 58 T O T 91 0 17 3 0 2 -3 . 2 % 95 5 5 20 1 8 6. 6 % 64 3 1 4 20 % S8 E E 2. 0 % 41 2 4 5. 3 % 16 7 9 1 2 . 7 % 10 4 6 2 5. 3 % 1 8 2 2 3 18 . 6 % 11 3 2 9 2 0 1 9 -3 . 8 % 61 8 9 8 18 . 5 % 40 1 2 73 . 7 % 71 6 3 -1 0 . 9 % 14 9 6 7 0 0 % 65 W T -1 3 . 6 % 15 7 4 2 -1 5 . 7 % 95 5 5 20 2 0 2. 4 % 63 4 0 2 4. 9 % 42 0 8 5. 8 % 75 8 2 1. 6 % 15 2 0 9 1 . 6 % 10 6 2 8 1. 6 % 15 9 9 7 2. 3 % 97 7 8 20 2 1 -1 . 3 % 62 5 6 4 2. 8 % 43 2 6 1. 1 % 76 6 6 -4 . 2 % 14 5 7 2 -2 . 8 % 10 3 3 3 1. 0 % 1 6 1 6 0 -2 . 8 % 95 0 7 20 2 2 2. 7 % 64 2 8 0 -0 . 8 % 42 9 2 -0 . 9 % 76 0 0 3 . 3 % 8t 0 S T 4 9 % LE S 0 T 2. 4 % 16 5 5 0 4. 7 % 99 5 3 20 2 3 Ye a r Hi g h w a y 18 1 Hi g h w a y 1 8 1 tO T AB M S H Lo c a t i o n Gr o w t h G r o w t h Gr o w t h Gr o w t h Gr o w t h Gr o w t h Gr o w t h TO T A L An n u a l % An n u a l % A n n u a l % An n u a l % A n n u a l % A n n u a l % An n u a l % St r e e t 14 5 14 4 60 3 54 9 65 9 66 8 St a t i o n N o . AL D O T C o u n t S t a t i o n D a t a H i s t o r i c a l G r o w t h A n a l y s i s ( A A D T ) St a t e Hi g h w a y 1 8 1 No r t h o f G a y f e r Ro a d E x t e n s i o n 6- y e a r A n n u a l A v g G r o w t h 3- y e a r A n n u a l A v g G r o w t h Ga y f e r R o a d E x t We s t o f S t a t e St a t e H i g h w a y 1 8 1 No r t h of S t a t e St a t e Hi g h w a y 10 4 We s t o f St a t e St a t e Hi g h w a y 10 4 Ad j a c e n t to P r o j e c t Si t e Co u n t y R o a d 1 3 So u t h o f Mo s l e y Ro a d Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 APPENDIX E BACKGROUND PROJECT DISTRIBUTION FIGURES BURCH TRANSPORTATION eed XX% - Enter (XX%) - Exit (Not to Scale) SR 104 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y (3 0 % ) (2 5 % ) (5 % ) 30% 5% 25 % 20% (20%) (10%) 10 % (2 5 % ) 25 % (1 0 % ) (1 5 % ) 10% 15 % (10%) 10% (3 0 % ) 15 % (15%) (30%) 30 % 30 % (10%) 10% Figure E1: Background Project Traffic Distribution (Harvest Green East) Harvest Green East Site Revised 8/25/2025Bertolla Mixed-Use (Traffic Impact Study - Burch #24-1107) t I 1 1 eed XX% - Enter (XX%) - Exit (Not to Scale) SR 104 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Figure E2: Background Project Traffic Distribution (Harvest Green West) 10% (10%) 65 % (6 5 % ) 25 % 10% 30% (3 0 % ) (2 5 % ) (1 0 % ) 10% (10%) 15 % 10% (1 0 % ) (1 5 % ) 25 % (2 5 % ) 10 % (20%) (10%) 20% Harvest Green West Site Revised 8/25/2025Bertolla Mixed-Use (Traffic Impact Study - Burch #24-1107) 1 1t I 1 1 eed XX% - Enter (XX%) - Exit (Not to Scale) SR 104 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Figure E3: Background Project Traffic Distribution (Rockwell Place Apartments - 93% Remaining) (2 5 % ) (2 0 % ) 25% 5% (5%) (5%) 20 %5% (2 5 % ) 25 % 10 % (10%) 10% 20% (20%) (10%) 10 % (2 5 % ) 25 % (1 0 % ) (1 5 % ) 10% 15 % (10%) 10% (10%) Rockwell Site Revised 8/25/2025Bertolla Mixed-Use (Traffic Impact Study - Burch #24-1107) 1 1 1 1 eed XX% - Enter (XX%) - Exit (Not to Scale) SR 104 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Figure E4: Background Project Traffic Distribution (WaWa - Primary Traffic) 17 . 5 % (1 7 . 5 % ) 30 %5% (5%) (5%) 30% 5% (3 0 % ) (3 0 % ) 10 % (10%) (15%) (10%) 15% 15 % 10% (1 0 % ) (1 5 % ) (5 % ) 12.5% (12.5%) 10 % 30 % 5% (5 % ) (3 0 % ) 5% 12.5% (12.5%) WaWa Site Revised 8/25/2025Bertolla Mixed-Use (Traffic Impact Study - Burch #24-1107) 4 t 1 1 eed XX% - Enter (XX%) - Exit (Not to Scale) SR 104 Mosley Rd Gayfer Rd Ext Falling Water Blvd Threshing Blvd CR 1 3 SR 1 8 1 Ga l l e r y B l v d La w r e n c e R d St M i c h a e l W a y Figure E5: Background Project Traffic Distribution (The Estates at the Verandas) 25 % 40% (25%) (40%) (25%) 25 % 10 % (10%) (20%) (10%) 20% 10 % (2 5 % ) 25 % (1 0 % ) (1 5 % ) 10% 15 % (2 5 % ) 25 % (10%) 10% 10% 90% (9 0 % ) (1 0 % ) Estates at the Verandas Site Revised 8/25/2025Bertolla Mixed-Use (Traffic Impact Study - Burch #24-1107) 4 1 4 1 1 Bertolla / Colony Village (Traffic Impact Study – Burch #24-1107) Revised 1/16/2026 APPENDIX F TRIP GENERATION CALCULATIONS BURCH TRANSPORTATION ! 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