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HomeMy WebLinkAbout02-02-2026 Planning Commission Agenda 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 February 2, 2026 – 5:00 PM 1. CALL TO ORDER Lee Turner, Chairman Paul Fontenot Rebecca Bryant, Vice Chairman Kim McCormick Cindy Beaudreau, Secretary John Worsham Harry Kohler Erik Cortinas Hollie MacKellar Jimmy Conyers (CC) (CC) City Council Representative 2. CONSENT AGENDA • Approval of Minutes – January 5, 2026 3. REGULAR AGENDA 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 of Fairhope Village, LLC, for an extension of one year for final plat approval. 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 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 4. ADJOURN January 5, 2026 Planning Commission Minutes The Planning Commission met Monday, January 5, 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; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas; Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager; Payton Rogers, Planning and Zoning Manager; Chris Williams, City Attorney and Cindy Beaudreau, Planning Clerk. Absent: none Chairman Turner called the meeting to order at 5:00 PM. Consent Agenda • Approval of the Minutes November 6, 2025 John Worsham 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; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas 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. SR 25.08 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. PPIN #: 14359 Mike Jeffries, Development Services 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. Jeffries shared the zoning map and aerial map. Staff recommends approval of SR 25.08 to City Council with the following recommendations: 1. Approval of the associated Multiple Occupancy Project case SD 25.16. 2. Revision of the utility plans to reflect the minimum 78” x 75” transformer pad. 3. The Architect shall certify at the time of building permit that all mechanical equipment is at or below 40’. January 5, 2026 Planning Commission Minutes John Worsham made a motion to recommend SR 25.08 to the City Council with staff recommendations. Hollie Mackellar seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: Rebecca Bryant C. SD 25.16 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. PPIN #: 14359 Mike Jeffries, Development Services Manager, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. Mr. Jeffries shared the zoning map and aerial map. Staff recommends approval of SD 25.16 with the following recommendations: 1. Approval of the associated Site Plan case SR 25.08 by the Fairhope City Council. 2. Revision of utility plans to reflect the minimum 78” x 75” transformer pad. 3. The Architect shall certify at the time of building permit that all mechanical equipment is at or below 40’. Ryan Baker, Walcott Adams Verneuille, thanked staff for their good recommendations and will ensure that all are met. Jimmy Conyers asked about the percentages for the roof top terrace. Mr. Baker explained that 66% would be used for the restaurant and event uses. Hollie MacKellar is concerned about the temporary use versus permanent use. Mr. Baker reiterated that the space would only be used on a temporary basis. Rebecca Bryant asked who enforces the accessory use. Mr. Baker explained that the accessory use would be used by boarding house residents along with being an accessory use for events. Ms. Bryant stated that she is struggling with allowing 300 people on the roof top terrace. Chris Williams stated that the city has an enforcement arm which looks at violations of the Zoning Ordinance every day throughout the city. If the full-time manager moved out of the boarding house and the city inspected and confirmed that, the city could take the position that the boarding house has to be shut down until a full-time manager is back in because that is what the Zoning Ordinance requires. Mr. Williams continued that in terms of the accessory use, there is not a level of people or number set forth in the accessory use, and stated the accessory provision in the Zoning Ordinance very clearly does say that it does not create levels of noise, odors, vibration and lighting, or degrees of traffic congestion, dust or pollutants, in a greater amount than is customarily created by principle use. If they have an event January 5, 2026 Planning Commission Minutes there, every once in a while and maybe there are some complaints, maybe that’s a gray area, but if you are talking about an event up there every week that is regularly causing noise, pollution, traffic congestion, and problems that the city is regularly having a problem with, then it is within the city’s enforcement ability to step in and potentially take action if it becomes a recurring problem. Erik Cortinas stated that the developer addressed his issues at the last meeting. Erik Cortinas made a motion to approve SD 25.16 with staff recommendations. John Worsham seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: Rebecca Bryant New Business D. SD 25.18 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the owners, FST Washington Square Condominium Development, Inc., for final plat approval of Washington Square, an 8-unit Multiple Occupancy Project. The property is zoned R-5 – High Density Dwelling Residential District. The property is approximately 1.74 acres and is located on the west side of Bishop Rd. just north of Morphy Ave. PPIN #: 108443 Hunter Simmons, Planning and Zoning Director, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the owners, FST Washington Square Condominium Development, Inc., for final plat approval of Washington Square, an 8-unit Multiple Occupancy Project. The property is zoned R-5 – High Density Dwelling Residential District. The property is approximately 1.74 acres and is located on the west side of Bishop Rd. just north of Morphy Ave. Mr. Simmons shared the zoning map and aerial map. Staff recommends approval of SD 25.18 with the following conditions: 1. Recording of the final Operations & Maintenance Plan in Baldwin County Probate Court. Chairman Turner opened the public hearing at 5:30pm. Having no one present to speak, the public hearing was closed at 5:30pm. John Worsham made a motion to approve SD 25.18 staff recommendations. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None January 5, 2026 Planning Commission Minutes E. SD 26.01 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST Benessere Partners LP and Benessere Partners II LP and Lomas Partners LLC, for preliminary plat approval of Eastern Shore Village Center MOP, a 15-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 7.28 acres and is located on the southeast corner of Greeno Road and Fairhope Avenue. PPIN #: 397862 Mike Jeffries, Development Services Manager, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST Benessere Partners LP and Benessere Partners II LP and Lomas Partners LLC, for preliminary plat approval of Eastern Shore Village Center MOP, a 15-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 7.28 acres and is located on the southeast corner of Greeno Road and Fairhope Avenue. Mr. Jeffries shared the zoning map and aerial map. Staff recommends approval of the following waiver requests: 1. Stormwater Requirements of Article V, Section F, the drainage plan as required by Article IV, Section C(1)(h). 2. Greenspace Requirements of Article V, Section C. Staff recommends approval of SD 26.01 with the following recommendations: 1. Approval of the aforementioned waiver requests by the Planning Commission. 2. The tenant spaces shall conform to the requirements for building square footage and seating requirements as shown in the revised parking study. 3. Recording in Baldwin County Probate Court the revised Shared Parking Agreement, if approved by Fairhope City Council. Chairman Turner opened the public hearing at 5:37pm. Having no one present to speak, the public hearing was closed at 5:37pm. Paul Fontenot stated that although the site development was put in before the Tree and Landscape Ordinance, he would like the site to be brought into compliance. Mr. Simmons replied that the building sits within 20’ of the ROW and the only way to accomplish that would be to tear the building down. The Tree Ordinance and Parking Ordinance are not able to be met due to the amount of real estate on site. Rebecca Bryant asked if the parking lot is consistently full. Mr. Simmons that that this project is using a shared parking agreement. Ms. Bryant stated that she would like to add more tree wells. Discussion continued about the Tree and Landscape Ordinance and Parking Agreement and the possibility of utilities being in the ROW. Chris Williams, City Attorney, reminded the Planning Commission that only the City Council can change the Parking Agreement. Paul Fontenot made a motion to approve SD 26.01 with staff recommendations, with one additional recommendation: 4. Ask the horticulturist to explore opportunities to bring site more into compliance with the Tree and Landscape Ordinance. January 5, 2026 Planning Commission Minutes Rebecca Bryant seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Adjournment John Worsham made a motion to adjourn. AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Adjourned at 5:58pm. _______________________ ________________________ 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. Preliminary and Final Plat approval of a 2-lot Minor Subdivision Payton Rogers City of Fairhope Planning Commission February 2, 2026 SD 26.03 -Twin Beech Subdivision Proiect Name: Twin Beech Subdivision Site Data: 13.71 acres Proiect Tv,:,e: Jurisdiction: Fairhope Planning Jurisdiction Zoning District: R-1 , Low Density Single-Family PPIN Number: 3747 General Location: Southwest of intersection of Twin Beech Road and Section Street Surve~or ol Record: Jade Consulting , LLC Engineer of Record: Jade Consulting , LLC Owner L Develoe.er: Sandra Bonner School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Pre~ared b~: -Road D Parcel Zoning: C]PUD C]R-1 C2Z]TR N * . W E s N ~ WWE SD 26.03 – Twin Beech Subdivision February 2, 2026 Page 1 of 5 SUMMARY OF REQUEST 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. SITE HISTORY At its meeting on October 6, 2025 the Planning Commission recommended approval to the City Council of a request for Conditional Annexation to R-1, Low Density Single-Family Residential District (ZC 25.09) for the subject site. As such, at its meeting on November 20, 2025 the City Council approved the Applicant’s request for Conditional Annexation to R-1, Low Density Single-Family Residential District. There have been no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS The purpose of this request is to create two (2) legal lots of record from one (1) existing metes-and-bounds parcel in order to subdivide a portion of the subject site which contains an existing telecommunications tower (Lot 1) from the remainder of the site (Lot 2). The site will be served by Fairhope Utilities for Water, Sewer, and Gas. Riviera Utilities will provide Electric and AT&T will provide Telecommunications. As proposed, both Lots 1 & 2 will have frontage on Twin Beech Road, an arterial street illustrating a compliant 80-foot right-of-way (ROW) on the preliminary plat, which should be retained on the Final Plat, if approved. As proposed, Lot 2 has additional frontage along Calyx Circle, a local street with a 40-foot ROW. Calyx Circle is not illustrated as a public road on the preliminary plat and does not illustrate the approved 40-foot ROW. As such, if approved, the Final Plat should be revised to illustrate Calyx Circle as a public road with a 40-foot right- of-way. 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; or provision of a table on the Final Plat with the same information will suffice. Additionally, the preliminary plat illustrates a 40-foot front yard setback along all street frontages, 10-foot side yard setbacks, and 35-foot rear yard setbacks 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. All setbacks as illustrated should be retained on the Final Plat. Various utility and drainage easements are depicted on the preliminary plat. If approved, 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. Utilities No new utilities are being proposed as part of this application. However, it should be noted that all future work and connections within Baldwin County rights-of-way require permitting from the Baldwin County Highway Department. SD 26.03 – Twin Beech Subdivision February 2, 2026 Page 2 of 5 Drainage As proposed, drainage for the 2-lot subdivision is not being altered from the pre-development levels for storm water runoff. However, the applicant has not provided any information from an engineer certifying this. As such, if approved, the applicant should provide a drainage letter from an engineer verifying that drainage for the subject site will not be altered as a result of this application. Wetlands The Applicant submitted a wetland report prepared by Ecosolutions which details a wetland feature on the east side of Lots 1 and 2. The report states that it is the opinion of Ecosolutions that this feature is an isolated wetland feature and is likely not jurisdictional wetlands. The Applicant did not provide a formal delineation from the Army Corps of Engineers (USACE) confirming any jurisdictional wetlands and instead has elected to voluntarily include a 30-foot wetland buffer in accordance with Article V Section F.4. of the Subdivision Regulations. The preliminary plat illustrates the wetland buffer adjacent to the wetland area located on Lot 2, however the plat does not illustrate this buffer for the wetland area located on Lot 1. As such, if approved, the Final Plat should be revised to illustrate a 30-foot wetland buffer adjacent to the entirety of the wetland areas located on both Lots 1 and 2. Pedestrian Connectivity The subject site has an existing sidewalk on the south side of Twin Beech Road abutting the subject site. SD 26.03 – Twin Beech Subdivision February 2, 2026 Page 3 of 5 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 26.03 Twin Beech Subdivision with the following conditions: 1. Revision of the Final Plat to illustrate Calyx Circle as a public road with a 40-foot right-of-way; 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; and 4. Revision of the Final Plat to illustrate a 30-foot wetland buffer adjacent to the entirety of the wetland areas located on both Lots 1 and 2. EXHIBITS SD 26.03 – Twin Beech Subdivision February 2, 2026 Page 4 of 5 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 R/A 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ R-1 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a R-1a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ R-1b 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ R-1c 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ EXHIBITS SD 26.03 – Twin Beech Subdivision February 2, 2026 Page 5 of 5 Preliminary Plat ra N l l t A C H U £ . ZI C . i ~ P,0. 8 ( 1 1 1' 1 6 r. - a t . . N. . J6 5 . l l - PO , N l Of N8 91 75 1 ° E 5- 1 7 .34' m( ~ 510. 2 . r - - - - - - - - - • f r:: : ~ : : : ~ ~ ~ = _ ; ; ; c , ; ; ; .; : .; . ; ; ; ; . ~" " ' M 7 ~ - ~ - :: : : :: : ~ i f 1 l i, ~ i l _; :I e, ! I I :i l 1: F ! ! ~ TW I N BE E C H RO A D ~ ~ S0 0 ' 0 6 ' o n " ·" ' 80 ' R/ W _ " " "' 1 • ) ~ . P A W ( ' 66 4 0 1 W N 1 ( [ 0 1 ~ FM i H : H , . l l l . Jl : M 2 "" ' " " 58 9 " 5 3 ' 5 9 - w 1,1 1~J J ' $l. / l f l l l l i M T K ' ' l ( I . C f l l J r U , W: ' "" ' " " ' " " " rN l l ! ( t t . 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' em MC f f J « I O ' t ' 11 : c L M ) l[ N > C f l S ~ t $' Y S ID I (f ' ~ f' ( ) I I T M I U [ , W: / 2 Twin Beech Subdivision Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type: D Village Subdivision D Preliminary Plat ~ Minor Subdivision D Informal (No Fee) □ Final Plat D Multiple Occupancy Project Attachments: ~ Articles oflncorporation or List all associated investors Date of Application: _1_2_/1_7_1_2_5 ____ _ Property Owner / Leaseholder Information Name of Property Owner:Sandra D. Bonner Phone Number: 786-286-8165 Address of Property Owner: 259 Washington Ave. Apt. 205 City: Miami Beach State: FL Zip: 33139 Proposed Subdivision Name: No. Acres in Plat: _1_3_.7_1 ________ No. Lots/Units: Parcel No: 05-46-09-30-0-000-021.000 Current Zoning: _R_1 ______ _ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Name of Authorized Agent:JADE Consulting, LLC Phone Number:251-928-3443 Address: 208 N. Greeno Rd., Ste. c City: Fairhope State: AL Zip: _3_65_3_2 __ _ Contact Person: William Graham, PE Surveyor /Engineer Information Name of Firm: Wattier Surveying, Inc. Phone Number: (251) 342-2640 Address: 318 Downtowner Loop North, Suite H City: Mobile State: AL Zip: _3_66_0_9 __ _ Contact Person: Mark Wattier Plat Fee Calculation: Reference: Ordinance 1269 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 . Perry C. Jinright, 111, PE as agent Property Owner/Leaseholder Printed Name 1/2/26 Date Signature NA Fairhope Single Tax Corp. (If Applicable) NOTARIZED AUTHORIZATION OF OWNER I/We, Sandra Bonner as the sole or joint fee simple title holder(s) of the property described as parcels 05-46-09-30-0-000-02 l .000 in the City of Fairhope, County of Baldwin, State of Alabama, authorize and JADE Consulting, LLC and/or their consultants to act as our agent to seek plan/development plan approval, DOT approvals, and lor all regulatory approvals in connection therewith, on the above referenced property. Company: xf~x2~ By: Sandra Bonner As Its: Owner Address: 259 Washington Ave. Apt. 205 Miami Beach, FL 33139 STATE OF _f{Dridq COUNTY OF IJ4+a.111,_t_' 12#£ The forgoing instrument was acknowledged before me this L/__ day or-fM:Ju.S \io2s by Sandra Bonner ~pl- as its_....;::O'-'-w"--'n=e::..r _ _,, who is personaJly known to me or who has produced (type of ID) as identification and who did not take an oath. /j~' ~-:~\ REBECCA SANCHEZ Ii~ ;iJ Notary PllbUc • State of Flor1da \~°""'cf./ C0111mtssl0n II HH 573959 .......... My Comm. uptres May 21 , 2026 STATE OF l_,; fE:@:CC~ .'2'f!V!Jiiez NAME OF NOTARY -TYPED OR PRINTED COMMISSION NO•lltf 6 '15?! .J==j FLOOD CERTIFICATE: Tl,[ PROPERTY DESCRIBED HEREON IS SHOWN ON Tl,[ FEMA FLOOD INSURANCE RATE MAP NUMBERS 01003C0643 M AND 01003C0644 M, DA TED 04 /19 /2019, AND IS SHOWN TO BE IN FLOOD ZONE "X-UNSHADED. SITE DATA CURRENT ZONING, LINEAR FEET OF STREETS, NUMBER OF LOTS, SMALLEST LOT SIZE, AVERAGE LOT SIZE, COMMON AREAS, TOTAL AREA, R-1 0 LF 2 99,962 SF 29B,659 SF D AC 13.713 AC LOT UTILITY & DRAINAGE EASEMENTS FRONT & REAR, 15' ~D[ 15' (7.5' EACH SIDE) REQUIRED SETBACKS FRONT: 40'* REAR, 35'• SIDE: 10'* SIDE SlREET: 20'* • OR AS SHOWN UTILITIES WATER, SEWER & GAS, FAIRHOPE PUBLIC UTILITIES 555 sourn SECTION ST., FAIRHOPE, AL 36532 JAY WHITMAN (251) 928-8003 ELECTRICAL, Rl~ERA UTILITIES 413 E. LAUREL AVE, FOUEY, AL 36536 SCOTT SLIGH (251) 943-5001 TEUEPHONE, AT&T 2155 OLD SHELL ROAD, MOBILE, AL 36607 WADE MITCHELL (251) 471-8361 SURVEYOR: WATllER SURVEYING, INC. 4318 DOWNTOWNER LOOP N □Rrn, STE H MOBILE, AL 36609 251-342-2640 DEVELOPER/OWNER: ACHEE PROPERTIES 19252 HIGHWAY 181 FAIRHOPE, AL 36532 251-379-6218 o' 60 ~-L- CRF(1) CRF(2) CRF(3) CRF(4) CRF(5) Olf BSI. -x-x-x- -1111..B-'ol..ll- --WETLAND-- 120 1" 60' LEGEND CAPPED REBAR FOUND (WATTIER) CAPPED REBAR FOUND (HMR) CAPPED REBAR F'OUND (FAIRH<PE) CAPPED REBAR FOUND (R&C) CAPPED REBAR FOUND (IL1£GIBL£) OPEN TOP PIPE FOUND BLUDING SETBACK LINE 'MREFENCE \tETLAND BUFFER LINE \t£fl.AND DELINEATION LINE 180 z g d TWIN BEECH ROAD ~ • S00'06'01"E 41.51' N8917'51"E 547.34' BO' R/W ~ CRF(I) -----------."!. ~ -:i LIGON, LASHAUN D. 3807 DOE RUN ROAD LOT 2 497,355± S.F. 11.418± ACRES N PRINCE GEORGE, VA 23860 UNZONED \FENCELINE IS ON-LJNE \FENCE LINE IS 0.6' =iHDFLINE SURVEYOR'S CERTIFlCA TE STATE OF ALABAMA COUNTY OF BAUD\\IN \ N89'41'56"W 541.09' FENCE LINE IS o.:r NORTl-lOFLINE /CRF(2) FENCELINEIS0.4'/ NORlH OF LINE TEACHERS RETIREMENT SY'SlEM OF ALABAMA 135S UNIONST MONTG().4ERY, AL 36130 UNZCJ,IED POINTJ.JBIL.£E,LLC 512 WALNUT ST NEW ORLEANS, LA 70118 UNZ~ED I, MARK A. WATllER, A LICENSED SURVEYOR IN rnE STATE OF ALABAMA, HEREBY CERTIFY rnAT I HAVE SURVEYED THE PROPERTY OF TWO HANDS DESIGN & DEVELOPMENT, LLC, 9TUATED IN BALDWIN COUNTY, ALABAMA AND DESCRIBED AS FOLLOWS, CDMMENONG AT lHE NOllHEAST CORNER DF SECTION 30, TOIINSHIP 6 srurn, RANGE 2 EAST BAUDWN ODUNTY, IJNJAMA AS SHDIIN ON SURVEY BY GEO-SURVE~NG, ~c. DATED 11/08/9~ rnENCE RUN srurn 89'-53'-59" WEST ALONG rnE Nrnrn LINE OF SAD SECTION 30 A ~STANCE OF 1,115.33 FEET: MNCE sourn 00'-06'-01" EAST A ~STANCE OF 41.51 FEET TO A CAPPED REBAR (WATTIER) ON TI-£ SOJlH ~GH-OF-WAY LINE OF l\\1N BEECH ROAD (8~ R/IIJ AND lHE PONT OF 11:GNNING OF lHE FOLLOWNG DESffilBED PAROE..: rnENCE RUN SOJlH 03'-D8'-50" \\EST A DISTANCE OF 16~57 FEET TO A CAPPED REBAR (WATTIER): Tl,ENCE RUN SOUlH 87-16'-D8" EAST A ~STANCE OF 209.00 FEET TO A CAPPED REBAR (WATTIER): lHENCE RUN SOUlH 40'-15'-32" EAST A DISTANOE DF 28.00 FEET TO A 1/2" OPEN TOP ~P8 Tl,ENOE RUN NORlH 84'-29'-43" EAST A DISTANCE OF 167.50 FEET TO A I" OPEN TOP PP8 lHENCE RUN NORlH 89'-36'-27" EAST A DISTANOE OF 232.03 FEET TO A CAPPED REBAR (R&C): lHENCE RUN srurn 00'-05'-46" EAST A DISTANOE OF 42&55 FEET TO A CAPPED REBAR (WATTIER); lHENCE RUN SOJlH 89'-51-54" WEST A DISTANCE OF 165.27 FEET TO A CAPPED REBAR (rnRHOPE) AT lHE NOlHAST CORNER OF Hill TOP SUOCl~90N, PHASE 00 AS RECCIDED IN SUJE 2893-F OF rnE RECORCS IN lHE OFFCE OF rnE ,lJIJGE OF PROOAlE, BAUDWN COUNTY, IJNJAMA; lHENOE RUN SOJlH 89'-19'-43" WEST ALONG H NOllH LINE OF SAD SUBDl~90N A DISTANCE OF 457.58 FEET TO A CAFml REBAR (HMR) AT lHE NrnrnllEST crnNER OF S~D S1Jlll~90N: lHENOE RUN NORrn 89'-41'-56" IIEST A ~STANCE OF 541.09 FEET TO A CAPPED REBAR (WATTIER): rnENCE RUN NrnlH 00'-03'-42" IIEST A DISTANCE OF 603.45 FEET TO A CAPPED REBAR (IUUEGII.£) ON H SOJlH RIGiT-OF-WAY UNE DF lWN lfl(}i ROAD: rnENCE RUN NrnlH 89"-11-51" EAST A DISTANCE OF 547.34 FEET TO lHE PClNT OF BrnNNING. lHE DESCRIIEJ PAROEL CONTftJNS 13.71 ACRES, MORE OR LIESS, AND IS H SAME PAROEL AS DESCRIBED IN H STATIJTrnY WARRANTY DEED RECORDED AS INSlRUMENT 1873518 OF H RECORDS IN H OFFCE OF H JJDGE OF PROOAlE, BAUDWN COUNTY, IJNJAMA. AND rnAT Tl,[ PLAT OR MAP CONTAINED HEREON IS A TRUE AND CORRECT MAP SHO\\ING THE SUBDlvlSION INTO WHICH THE PROPERTY DESCRIBED IS Dl~DED, Gl~NG Tl,[ LENGrn AND BEARINGS OF rnE BOUNDARIES OF EACH LOT AND EASEMENT AND ITS NUMBER, AND SHO\\ING THE STREETS, ALLEYS AND PUBLIC GROUNDS, AND GlvlNG rnE BEARINGS, LENGrn, \\IDrn AND NAMES OF rnE STREETS. SAID MAP FURrnER SHOWS Tl,[ RELATION OF Tl,[ LAND so PLAmD TO rnE GOVERNMENT SURVEY, AND THAT PERMANENT MONUMENTS HAVE BEEN PLACED AT POINTS MARKED mus (0) AS HEREON SHOWN. I FURrnER CERTIFY rnAT All PARTS OF rnIs SURVEY AND DRA\\ING HAVE BEEN COMPLETED IN ACCORDANCE \\Ill, Tl,[ CURRENT REQUIREMENTS DF THE STANDARDS OF PRACTICE FOR SURVEYING IN Tl,[ STATE OF ALABAMA TO Tl,[ BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. \\ITNESS MY HAND rnIs THE DAY OF -----~ 20~ SURVEYOR __________ _ J.O. NO. ~-=~ COMP. FILE 308_!_, DWG. NO. 6S-2E-30-11 F.B. NO. N/A ALABAMA LICENSE #20364 LA'Ml:ENCE, PAULINE 6840TWINBEECHROAD FAIRHOPE, Al 36532 UNZONED S89'53'59"W 1,115 33' STARLIGHT DEVELCPMENT, LLC 2 L(lrlGI..EAf ORCLE F'AIRHOPE,AL365J2 UNZONED LA\ffiENCE,PAULINE 6840 TWIN BEECH ROAD FAIRHOPE, Al 36532 UNZONED / \, CRF(3) ' S89'57'54"W 165.27' CRF(I) Hill TOP SUBDIVISION, PHASE 00 SLIDE 289J-F ( \ NOTES: MANLEY, RICHARD A. & KATHLEEN K. 699J MONTGOtr.lERY ROAD a.OVER, SC 29710 UNZONED I. FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. 2. CAPPED REBARS (WATllER) SET AT ALL CORNERS UNLESS Qll,ER\\ISE NOTED. .ENKINS, SHELLY ETUX DELANEY ELLEN DALE J98SINGL£SIDEST FAIRHOPE,ALJ65J2 UNZONED FAIRHOPE A'w£NI.JE TWIN BEECH ROAD I OLD BATnfSROAD VICINITY MAP CERTIFICATION OF OWNERSHIP AND DEDICATION THIS IS TO CERTIFY THAT ACHEE PROPERTIES IS rnE OWNER OF THE LAND SHOWN AND DESCRIBED HEREON, AND rnAT THE SAME HAS CAUSED SAID LAND TO BE SURVEYED AND SLIBDlvlDED AS INDICATED HEREON, FOR rnE USES AND PURPOSES HEREIN SET FORTH, AND DO HEREBY ACKNOWUEDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITUE HEREON INDICATED: AND GRANT ALL EASEMENTS AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED, TOGETl,ER Will, SUCH RESTRICTIONS ANO COVENANTS NOTED BELOW OR ATTACHED IN A SEPARATE LEGAL DOCUMENT. DATED ms DAY OF ______ 20 OWNER CERTIFICATION BY NOTARY PUBLIC STATE OF ALABAMA COUNTY OF BALD\\IN ___________ A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, HEREBY CERTIFY THAT __________ WHOSE NAME AS _______ _ OF AHCEE PROPERTIES, OWNER, IS SIGNED TO THE FOREGOING INSTRUMENT, ANO WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY, rnAT BEING INFORMED OF Tl,[ CONTENTS OF rnE INSTRUMENT, AND AS SUCH OFFlCER AND 111TH FULL AUTHORITY, EXECUTED rnE SAME VOLUNTARILY FOR ANO AS rnE ACT OF SAID CORPORATION. QVEN UNDER MY HAND AND NOTORIAL SEAL ms DAY OF ______ 20_~ NOTARY PUBLIC CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE PLANNING COMMISSION rnE \\ITHIN PLAT OF rnE T\\1N BEECH SUBDl~SION, FAIRHOPE, ALABAMA IS HEREBY APPROVED BY rnE aTY OF FAIRHOPE PLANNING AND ZONING COMMISSION, THIS THE _____ DAY OF _____ _ 20 CHAIRMAN, PLANNING COMMISSION CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES: rnE UNDER~GNED, AS AUrnORIZED BY Rl~ERA UTILITIES, HEREBY APPROVES Tl,[ \\ITHIN PLAT FOR RECORDING OF SAME IN Tl,[ PROBATE OFFICE OF BALD\\IN C()JNTY, ALABAMA, ms Tl,[-----DAY OF ------20 __ . AUTl,ORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES: rnE UNDERSIGNED, AS AUrnDRIZED BY FAIRHOPE PUBLIC UTILITIES, HEREBY APPROVES THE Wlll,IN PLAT FOR RECORDING OF SAME IN rnE PROBATE OFFlCE OF BALD\\1N COLINTY, ALABAMA, rnIs THE ----- DAY OF ______ 20_~ AUrnDRIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY AT&T: rnE UNDERSIGNED, AS AUrnORIZED BY AT&T, HEREBY APPROVES THE \\lll,IN PLAT FOR RECORDING OF SAME IN rnE PROBATE OFFICE OF BAUD\\IN COUNTY, ALABAMA, rnIs Tl,[ -----DAY OF ______ 20_~ AUrnDRIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY BALDWIN COUNTY 911: rnE UNDERSIGNED, AS AUrnDRIZED BY BAUD\\IN COUNTY 911, HEREBY APPROVES rnE \\ITHIN PLAT FOR RECORDING OF SAME IN rnE PROBATE OFFlCE OF BALD\\IN COLINTY, ALABAMA, THIS rnE ----- DAY OF ______ 20_~ AUrnORIZED REPRESENTATIVE JANUARY 14, 2026 TWIN BEECH SUBDIVISION PLAT OF SUBDIVISION WATrIER SURVEYING, INC, PROFESSIONAL LAND SURVEYORS 4318 Downtowner Loop N., Suite H ~obile, Alabama 36609 251-342-2640 P.O. Box 361 Montrose, AL 36559 251.621.5006 EcoSolutionsinc@bellsouth.net December 31, 2024 Chris Achee acheebuilders@gmail.com RE: Wetlands Delineation of PPIN 3747 (Parcel Number: 05-46-09-30-0-000-021.000) Mr. Achee, EcoSolutions Inc. was hired to conduct a wetland delineation of a parcel located in Baldwin County, AL. The wetland delineation fieldwork was conducted on December 17, 2024. The site is parcel with Parcel Number: 05-46-09-30-0-000-021.000 and PPIN 3747. The site is located on the south side of Twin Beech Road, north of the city limits of Fairhope. The vegetation, soil characteristics, and hydrology of the site were evaluated based on the U.S. Army Corps of Engineers (USACE) 1987 Wetland Delineation Manual, amendments, regional supplements, and other applicable guidance documents. A portion of the parcel at the east side meets the definition of a wetland. The wetlands on the parcel appear to be a non-contiguous wetland area that is a portion of a Grady pond that extends off the parcel to the east and north, but a formal Jurisdictional Determination from USACE is needed to be certain. The total area of the parcel is 14.0 acres. Approximately 1.1 acres throughout the parcel has met the definition of a wetland. The wetlands are located at the east property line and extend off the parcel to the east and north. The wetlands drain from south to north. The wetland area has a tree layer that contains Chinese Tallow (Triadica sebifera) and Water Oak (Quercus nigra), a shrub/sapling layer with younger, immature Chinese Tallow (Triadica sebifera), a herbaceous layer that contains American Wisteria (Wisteria frutescens) and Swamp smartweed (Polygonum hydropiperoides), and no vine layer. Approximately 12.9 acres of the parcel is uplands. The uplands on the site have a tree layer that contains Camphor (Cinnamomum Camphora) and Water Oak (Quercus nigra), a shrub/sapling layer with Chinese Privet (Ligustrum sinense) and immature Camphor (Cinnamomum camphora), a herbaceous layer that contains Hen’s Eye (Ardisia crenata) and American Beautyberry (Calicarpa americana), and a vine layer that includes Lanceleaf Greenbriar (Smilax smallii) and Japanese Climbing Fern (Lygodium japonicum). The soils within the parcels consist of Grady Soils, Local Alluvial land, Malbis fine sandy loam, Orangeburg fine sandy loam, and Sunsweet fine sandy loam. During our field work on the site we found sandy and loamy soils consistent with the mapped soils. The hydrology of the wetland area was ground water driven. olutions Wetland Delineation report for PPIN 3747 2 The wetlands on east portion of the parcel are part of a Grady Pond and appear to an isolated wetland area. The wetlands on the site are not likely under the jurisdiction of USACE, but a formal Jurisdictional Determination from USACE is needed to be certain. The wetland area is likely under the jurisdiction of Baldwin County. Jurisdictional wetlands require permitting from the federal, state and local agencies before any construction, impact, or fill activities can take place in these areas. Impact and fill activities include but are not limited to the addition of sand, gravel, soil, sod or any other permanent building material into the wetlands areas or the removal for tree stumps or soils from the wetlands areas. EcoSolutions has helped many builders and land owners with permitting and compliance assistance over our more than 20 years of business. We are happy to provide more information on permitting options upon request. All comments are based on the professional judgment of the inspector and the conditions that existed on the site at the time of the inspection. Please give us a call (251-621-5006) or email Lewis@EcoSolutionsinc.net if you have any questions or need any additional information. Best regards, Lewis Cassidey EcoSolutions, Inc. r PPIN 3747 Estimated Boundary Wetland Line Wetlands Uplands Uplands Uplands KCS, Baldwin County, Pictometry ¯0 200 400 600 800100 FeetP.O. Box 361 Montrose, AL 36559 Phone: 251-621-5006 Fax: 251-621-5058 Project: Achee Twin Beech Applicant(s): Chris Achee T-6-S, R-2-E, Sect. 30 Fairhope, AL The data referenced in this document has been assembled from a variety of public data sources. Property boundaries are estimated based on available information and measurements are approximate. No warranty or representation is made as to accuracy of information. Maps are for permitting only and should not be used for construction. 1 inch equals 200 feet Legend: Estimated Parcel Boundary Wetland Line Wetland Area Payton Rogers City of Fairhope Planning Commission February 2, 2026 SD 26.04 -The Preserve at Point Clear Project Name: The Preserve at Point Clear Site Data: 11.41 acres Project Ty_e_e: Preliminary plat approval of 13-lot subdivision Jurisdiction: Fairhope Planning Jurisdiction Zoning District: R-1, Low Density Single-Family Residential District PPIN Number: 3747 General location: Southwest of intersection of Twin Beech Road and Section Street Survey_or otRecord: Jade Consulting, LLC Engineer ot Record: Jade Consulting, LLC Owner L Develoe_er: Sandra Bonner School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Pre~ared bl£: -Road D Parcel Zoning: C]PUD C]R-1 C2Z]TR ~ "" f--------r--~ '--~-: IN ·BEEl,H •RD N * . W E s N ~ WWE SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 1 of 8 SUMMARY OF REQUEST 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 Major 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. SITE HISTORY At its meeting on October 6, 2025 the Planning Commission recommended approval to the City Council of a request for Conditional Annexation to R-1, Low Density Single-Family Residential District (ZC 25.09) for the subject site. As such, at its meeting on November 20, 2025 the City Council approved the Applicant’s request for Conditional Annexation to R-1, Low Density Single-Family Residential District. There have been no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS It is important to note that this application has been submitted concurrently with SD 26.03 – Twin Beech Subdivision, a 2-lot Minor Subdivision requesting Preliminary and Final Plat approval. Review of this application (SD 26.04) by the Planning Commission is dependent upon, and requires the approval of, the aforementioned Twin Beech Subdivision. As such, the following report is written based on the assumption that the Final Plat for Twin Beech Subdivision has been tentatively approved by the Planning Commission pending completion of any and all conditions of approval. The purpose of this request is to create 13 legal lots of record from one (1) existing legal lot (Lot 2 Twin Beech Subdivision). The site will be served by Fairhope Utilities for Water, Sewer, and Gas. Riviera Utilities will provide Electric and AT&T will provide Telecommunications. Lot Standards All 13 lots will have frontage on Emory Lane, a newly proposed local street illustrating a compliant 50-foot right-of-way (ROW) on the Preliminary Plat, which if approved, should be retained on the Final Plat. As proposed, the south terminus of Emory Lane connects with Calyx Circle, a public road with a required 40-foot ROW. However, the preliminary plat does not illustrate Calyx Circle as a public road, nor does it illustrate its 40-foot ROW. As such, if approved, the Final Plat should be revised to illustrate Calyx Circle as a public road with a 40-foot ROW width. The preliminary plat illustrates a compliant minimum lot width for all proposed lots and provides lot area for all lots in both square feet and acres in a data table. If approved, this information should be retained on the Final Plat. Additionally, the preliminary plat illustrates a 40-foot front yard setback along all street frontages, 10-foot side yard setbacks, and 35-foot rear yard setbacks for all proposed lots, in compliance with Section V.E.4.a of the Subdivision Regulations and Section III.C.1. of the Zoning Ordinance. All setbacks as illustrated should be retained on the Final Plat. Various sidewalk, utility, and drainage easements are depicted on the preliminary plat, however not all of them are clearly labeled. If approved, the Final Plat should be revised to label all easements and include a note stating that no structures shall be constructed in any easement without permission of the easement holder. SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 2 of 8 Utilities All work and connections within Baldwin County ROW require permitting from the Baldwin County Highway Department. Gas service installation for the subdivision will be determined based on 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. As proposed, water infrastructure will be tied into Fairhope Utilities at Twin Beech Road and sewer infrastructure will be split between low pressure SSFM and gravity sewer. Lots 5 – 9 are proposed to be connected by 518± feet of low pressure SSFM up to an existing 12” SSFM on the north side of Twin Beech Road. Lots 1 – 3 and 10 – 13 are proposed to be connected by 460± feet of gravity SSFM to an existing 8” sanitary sewer at the north end of Calyx Circle. Traffic A Traffic Verification letter was submitted with the application and is attached to this packet. As proposed the 13-lot subdivision is estimated to generate 10 trips during peak AM hours and 13 trips during peak PM hours. As such, no further traffic study was required or conducted. Stormwater & Drainage The storm water runoff is designed to be collected by five (5) bio-retention swales and directed into one (1) dry detention pond. The Storm Water Report submitted with the application indicates that the runoff from the post-development catchment will be routed through the dry detention pond at lower rates than that of pre- development. The report goes on to state that no adverse effects will be created by this project. As proposed, the five (5) bio-retention swales will be utilizing low-impact development methods to control the runoff characteristics of the site by infiltrating as much storm water runoff into the ground as the area will naturally allow. Additionally, the applicant has requested a waiver from Section V.F.9.e of the City of Fairhope Subdivision Regulations limiting storm water detention from being located within the ROW. Wetlands The Applicant submitted a wetland report prepared by Ecosolutions which details a wetland feature on the east side of Common Area #2. The report states that it is the opinion of Ecosolutions that this feature is an isolated wetland feature and is likely not jurisdictional wetlands. The Applicant did not provide a formal delineation from the Army Corps of Engineers (USACE) confirming any jurisdictional wetlands and instead has elected to voluntarily include a 30-foot wetland buffer in accordance with Section V.F.4. of the Subdivision Regulations. The preliminary plat illustrates the wetland buffer adjacent to the wetland area located on Common Area #2 which, if approved, should be retained on the Final Plat. Pedestrian Connectivity The subject site has an existing sidewalk on the south side of Twin Beech Road . The pedestrian connectivity plan connects this existing sidewalk to sidewalks along Calyx Circle by proposing new sidewalks on the interior of the subdivision along the West and South sides of Emory Lane. The pedestrian plan also illustrates proposed sidewalks along the North and East sides of Emory Lane adjacent to Lots 10 – 14. There is a portion of the East side of Emory Lane extending 400± feet south of Twin Beech Road where a sidewalk is not being proposed due to topographical constraints at the intersection of Twin Beech Road and Emory Lane as well as desired tree preservations within the Twin Beech Road ROW. Per Section V.D.7.a(4)(b), it is within the Commission’s authority to exempt a development from the requirement to install all, or portions of, sidewalks at their discretion. They may do so if the sidewalks will not serve the intended purposes due to the absence of other sidewalks or due to topographical conditions. In so SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 3 of 8 doing, however, the Planning Commission shall require sidewalk easements along the margin of lots adjacent to the ROW to accommodate the installation of sidewalks in the future. Due to the topographical constraints affecting the specified portion of sidewalk and given that omitting sidewalk installation enables the applicant to advance additional City objectives such as tree preservation, staff is in support of this exemption. If approved, the Final Plat should be revised to provide a sidewalk easement along the margin of lots where no sidewalk is being provided adjacent to the ROW in order to accommodate the installation of sidewalks in the future. Tree & Landscaping The Tree and Landscape Plan illustrates compliant street trees in the ROW as required by Section V.D.5.a(8) of the Subdivision Regulations. Greenspace On the east side of the subject site within Common Area #2 the submitted Greenspace Plan includes a portion of wetlands within the Preserve greenspace area being proposed. Section V.C.3.c of the Subdivision Regulations does not allow federally protected “jurisdictional” wetlands to be counted toward any provided greenspace area. As the applicant has not provided a formal delineation from USACE confirming any jurisdictional wetlands staff has elected not to include these areas in our greenspace calculations. As such, if approved, the applicant should coordinate with staff to revise the Greenspace Plan adjusting total gross area and greenspace area for compliance. The subject site has a Net Density of 1.5 Dwelling Units / Acre (DU/A) and as such a minimum of 10% (1.14± AC) greenspace area is required. Accounting for the subtraction of 0.18± AC of wetland area from the total gross area of the subdivision, the amount of provided greenspace area per staff calculations is 1.7± AC. SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 4 of 8 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Section 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.” Section VII.A. of the Subdivision Regulations details the standards for approving waiver requests stating that waivers may be granted where the Planning Commission finds that the following conditions exist: 1. An extraordinary hardship may result from strict compliance with these Regulations due to unusual topographic or other physical conditions of the land or surrounding area not generally applicable to other land areas. 2. The condition is beyond the control of the Subdivider. 3. The requested waiver will not have the effect of nullifying the purpose and intent of the Regulations, the Zoning Ordinance, or the Comprehensive Plan. 4. The waiver is the minimum deviation from the required standard necessary to relieve the hardship; 5. The waiver shall not have an adverse effect on adjacent landowners, or future landowners, or the public; 6. The waiver is necessary so that substantial justice is done. Recommendation: Staff supports the following waiver requests: i. Article V, Section F.9.e of the City of Fairhope Subdivision Regulations limiting storm water detention from being located with the ROW. Staff recommends APPROVAL of SD 26.04 – The Preserve at Point Clear preliminary plat with the following conditions: 1. Approval of SD 26.03 – Twin Beech Subdivision by the Planning Commission and completion of the Subdivision process by addressing 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-foot right-of-way width; 5. Revision of the Final Plat to label all easements and include a note stating that no structures shall be constructed in any easement without permission of the easement holder ; SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 5 of 8 6. Revision of the Final Plat to provide a sidewalk easement along the margin of lots where no sidewalk is being provided adjacent to the ROW to accommodate the installation of sidewalks in the future; and 7. Coordinate with staff to revise the Greenspace Plan adjusting total gross area and greenspace area for compliance. EXHIBITS SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 6 of 8 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 R/A 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ R-1 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a R-1a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ R-1b 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ R-1c 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ EXHIBITS SD 26.04 – The Preserve at Point Clear February 2, 2026 Page 7 of 8 Preliminary Plat "" 1 0 ) 1 - - l ~ ~ e . ~ a :. . "' ~ 2! TWI N B EE CH RO AD 11 8 9 l 7 ' 5 1 ' t 510. 2 3 ' oo · R/ W <U \ ~ ~ • ~ L I i ~ L2 (? , ? (i lo '~ 4 - - - - - - - 1 ; ~ _£ [ ~ ~ ~ ~ -; - _- __ - t j ~ t- ,{; - 1- - • r - • r ; _ _ .. . . _ __ _ _ _ .. . ; . _ _ _ _ -, - • 7 f; I t CO MMO N Ak e . A t J . J I I I I i ·J I I ~. : ~ I I f : <i d !$ ! I 9 I / /j ,8 '< 1 "i I& i I / ; iJ I /C l' i l : / / / , I ,' r: V . ~ P A I . U C A« l f W I E U t l l ~ ,~ , , 1 , 1 . . ~ '" ' " " " ' ! . 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(· _·.:_· "~ ' \ \~ Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type: Village Subdivision Minor Subdivision Informal (No Fee) Preliminary Plat Final Plat Multiple Occupancy Project 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 Subdivision Name: ________________________________________________ No. Acres in Plat: _______________________ No. Lots/Units: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Surveyor/Engineer Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Plat Fee Calculation: Reference: Ordinance 1269 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. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) □ □ □ □ □ □ □ Perry C . .J'inright, Ill, PE t2'J8Q~ JINRIGHT & ASSOCIATES DEVELOPMENT ENGINEERS January 15, 2026 Mr. Hunter Simmons City of Fairhope 51 Pecan Ave Suite 200, Fairhope, AL 36532 RE: The Preserve at Point Clear Subdivision Stormwater Detention Waiver Letter Dear Mr. Simmons: We respectfully request a waiver to the City of Fairhope Subdivision Regulations Article V, Section F.9.e be granted for the referenced property along a portion of Emory Lane. As part of the drainage design of The Preserve at Point Clear, we have proposed the use of road-side swales and bio-retention swales as LID techniques for stormwater treatment. two of the bio-retention swales, Bio-Retention Swales D and E, are proposed within the right-of-way of Emory Lane. These swales are intended as low impact and natural device for treating for water quality prior to reaching the main detention pond of the subdivision. There will be a small amount of detention in these bio-swales during and directly after rain events as water is allowed to infiltrate into the sand filters and into the designed underdrains of the swales. We respectfully request that these swales be allowed to remain in their proposed locations in order to achieve the water quality treatment and LID techniques intended with the stormwater design. Respectfully , ~ULTING, LLC William Graham, PE Project Manager Enclosure WG\sr POST OFFICE BOX 1929 • FAIRHOPE, ALABAMA 36533 TELEPHONE {251) 928-3443 WWW.JADENGINEERS .COM NOTARIZED AUTHORIZATION OF OWNER I/We, Sandra Bonner as the sole or joint fee simple title holder(s) of the property described as parcels 05-46-09-30-0-000-02 l .000 in the City of Fairhope, County of Baldwin, State of Alabama, authorize and JADE Consulting, LLC and/or their consultants to act as our agent to seek plan/development plan approval, DOT approvals, and lor all regulatory approvals in connection therewith, on the above referenced property. Company: xf~x2~ By: Sandra Bonner As Its: Owner Address: 259 Washington Ave. Apt. 205 Miami Beach, FL 33139 STATE OF _f{Dridq COUNTY OF IJ4+a.111,_t_' 12#£ The forgoing instrument was acknowledged before me this L/__ day or-fM:Ju.S \io2s by Sandra Bonner ~pl- as its_....;::O'-'-w"--'n=e::..r _ _,, who is personaJly known to me or who has produced (type of ID) as identification and who did not take an oath. /j~' ~-:~\ REBECCA SANCHEZ Ii~ ;iJ Notary PllbUc • State of Flor1da \~°""'cf./ C0111mtssl0n II HH 573959 .......... My Comm. uptres May 21 , 2026 STATE OF l_,; fE:@:CC~ .'2'f!V!Jiiez NAME OF NOTARY -TYPED OR PRINTED COMMISSION NO•lltf 6 '15?! .J==j .-----r -BALDWIN COUHTY, ALABAMA JUDGE ADRIAN T. JOHNS Flled/ce,t, 2/23/2009 10:55 AM TDrAL S &D.OD a Pagu """\ .. -· ---&.. ~ CA:» --.a ~ ARTICLES OF INCORPORATION OF C. P. ACHEE BUILDERS, INC. IIIR~lliiw.Jlif The undersigned, for the purpose of forming a corporation . under Section 10-2B-1.0l, Code of Alabama·, (1975), do hereby file the following Articles of !~corporation with the Probate Judg~ of the county in which • the -initial registered office of the corporation will be located and affirm that the facts stated in these Articles of Incorporation are true and correct: ARTICLE ONE The name of the corporation is C. P. ACHEE BUILDERS, INC. ARTICLE TWO DURATION The duration of existence of the . corpor'ation is perpetual. ARTICLE THREE PURPOSE The purposes for which the corporation is organized are as follows: A. To acquire by purchase, exchange, lease, • hire or otherwise, real property 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 lesso~ or sublessor, and mortgage .sue~ property; to sell an and exchange · said property and interest ip said property; and to . corpcrations\cpachee builders.art obtain, use, dispose of and deal in and with such property in ~very other manner, either alone or in conjunction with others, as partners, joint ventures or otherwise. B. To engage in the business of constructing residential custom homes. . C. The Coxporation is organized with a general b~s_iness purpose and may transact any other lawful; business or activity for which Corporations may be organized ih the State of Alabama. be incorporated under the Laws of the State of Alabama. AR'l!ICLB FOTJR REGISTERED OFFICE The address of the registered office of the corporation shall be 319 Magnolia Avenue, Fairhopa, Alabama 36532. ARTICLE FlVI RBGISTBRBD AGENT The initial registered agent of the corporation at that address is WM. DANIEL CALHOUN, ATTORNEY AT LAW. ARTICLE SIX CAPITAL STOCK The total number of shares which the corporation has the authority to issue is ONE THOUSAND (1,000) all of which shall be common stock with a par value of ONE AND 00/100 DOLLAR ($1.00) per share. corporations\cpachee builders .art ARTICLE SEVEN DIRECTORS The number of directors cons ti tu.ting . the initial Board of . Directors of the corporation is one (l} . . The.name and address of the person ~ho is to serve as directqr ' until the first annual meeting of the sh~reholders or until such successors is elected ·and ·qualified is: • GHRIS "ACHEE · P. 0 .. BOX 904 ~ONTR0SE, ALABJ\MA 36559 ARTICLE E:IGHT INCORPORA'l'ORS The name and address of the Incorporator is: CHRIS ACHEE ' P. 0. BOX 904 MONTROSE, ALABAMA 3 65·5 9_ I, the undersigned, day of fa:rluan0 . I has subscribed my_ n~e on this the I 2009. THIS INSTRUMENT PREPARED BY: DUCK, CALHOUN & STONE Wm. D.aniel Calhoun Attorney at Law • Post Office Box 1188 Fairhope, Alabama 36533 Telephone: (251) 928-2191 corporations\cpachee builders .art /~ &HRIS ACHEE _. ~---------. BALDWIN COUNTY, ALABAMA -' HARRY D'OLIVE, JR. PROBATE JUDGE ex:» FHed/cert. 11125/2020 3:34 PM --.a sTATE oF Bl oho.rot;. COUNTY OF a o.J d w ; N ) TOTAL S 16.00 C:-:. 2Pages ~ -ex:» > llll~i~i~~-~111111 STATUTORY WARRANTY DEED ' Know all men by these presents, that I, SANDRA BONNER, Personal Representative of the Estate of Bobbie Jea~ Bonner, deceased, Case No. 37384, Probate Court, Baldwin County, Alabama, the Grantor, in consideration of her appointment as Personal Representative of said estate, do hereby GRANT, BARGAIN, SELL and CONVEY unto SANDRA BONNER, a single woman (herein referred to as "Grantee"} the following described real property situated in Baldwin County, Alabama and described as follows: From the Northeast comer of Section 30, run West 1,115 feet and south 2~ feet to the Point of Beginning, thence run South 179 feet to a point, thence run East 209 feet to a point, thence run South 28 feet to a point, thence run Northeast 180 feet to a point, thence run East 223 feet to a point, thence run South 411 feet to a point. thence run West 1,115 feet to a point, thence run North 620 feet to a point, thence run East 515 feet to the Point of Beginning, said lands lying in Section 30, Township 6 South, Range 2 East, Baldwin County, Alabama. Subject to the following: 1. Grant of Easement recorded in the Office of the Judge of Probate of Baldwin County, Alabama as Instrument No. 1065888; 2. Assignment of Lease for existing cellular telephone tower lease (a memorandum of which is recorded at REial Property Book 663, Page 1480) recorded in the Office of the Judge of Probate of Baldwin County, Alabama as Instrument No. 1065889. 3. The lien of real property taxes. To have and to hold unto the said Grantee, her heirs, successors and assigns forever. Grantor, in her individual capacity and, if applicable, in their capacity as Personal Representative of the Estate of Bobbie Jean Bonner, Deceased, makes no warranty or covenant respecting the nature of the quality of the title to the property hereby conveyed other than that the Granters have neither permitted or suffered any lien, encumbrance or adverse claim to the property described herein since the date of acquisition thereof by the Grantor. The Personal Representative agrees with Grantee that she is lawfully the Personal Representative of the Estate of Bobbie Jean Bonner, Deceased, and has power to convey as aforesaid. The Personal Representative further covenants that she · has in all respects made this conveyance pursuant to the authority granted by the Last Will and Testament of Bobbie· Jean Bonner, Deceased, and that she has not done or suffered any act since she was appointed personal Representative as aforesaid whereby the above­ granted premises, or any part thereof, now are, or at any time hereafter, shall or may be impeached, charged, or encumbered in any manner whatsoever. In witness whereof, the Grantor has hereunto set her hand and seal this the . I day of " C-Jo btR.. , 2020. _f · • ') __ Jll ____ o~=-----.......___,;;;;<D ___ ~ ____ _ I srArE oF B l0vbo..ro°" couNrv oF Bn Jd w J' ,J SANDRA BONNER Personal Representative of the Estate of Bobbie Jean Bonner, deceased Personally appeared before me, the undersigned authority in and for said State and County, SANDRA BONNER, who is known to me, acknowledged before me on this day that being informed of the contents of the conveyance she executed the same in her capacity as Personal Representative , of the Estate of Bobbie Jean Bonner, deceased, on the day the same bears date. Given under my hand and seal this the 2 ~ day of dCit' 2020. GRANTEE'S ADDRESS : Sandra Bonner 259 Washington Ave. ~t 205 Miami Beach, Florida 33139 NOT~~ Fairhope Public Utilitie s ~ Mayor Sherry Sullivan Counc,/ Members Kevin C. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson January 5, 2026 Re: The Preserve at Point Clear, Parcel 05-46-09-30-0-000-021.000, 13 lots 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. Sewer: Based upon a review of the proposed development, 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. Sincerely, Wes Boyett Natural Gas Superintendent DarYI Morefield Water/Wastewater Superintendent Ben Patterson Electric Superintendent 555 S . SECTION STREET, FAIRHOPE, ALABAMA 3 6 532 • 251.928.8003 • FAIRHOPEAL.G OV Fairhope Public Utilities Ma y or S he rry S u lliv a n Counc il Members Andrea Faust Booth Jack Burrell, ACMO Jimmy Conyers .Joshua Gammon Jay Robinson December 18 , 2025 RE: Tax Parcel ID 05-46-09-30-0-000-021.000 / Proposed 13 lot subdivision To Whom It May Concern, 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. New gas service is available to the property, subject to the completion of all necessary application processes and payment of any applicable fees. Sincerely, 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 Morefield Water/Wastewater Superintendent Ben Patterson Electric Superintendent 555 5. SECTION STREET, FAIRHOPE , A L ABAMA 36532 • 251.928.8003 FAIRHOPEAL.GOV RIVIERA UTILITIES 413 East Laurel Avenue - Foley, AL 36535 Phone (251) 943-5001 December 17, 2025 Will Graham, P.E. Jade Consulting 208 Greeno Road North, Suite C Fairhope, AL 36532 RE: The Preserve at Point Clear This letter is to confirm based on the site plan received; Riviera Utilities is willing and able to provide electric service to the above referenced property. Riviera Utilities requires a 10’ easement along all side property lines and a 15’ easement along all front and rear property lines. Please ensure all property plats reflect the easements. Upon final design, Riviera Utilities will provide estimates for service fees and system installation requirements to meet all Riviera specifications. Please contact the following Riviera employees concerning costs and requirements. Name Department Email Wes Abrams Electric wabrams@rivierautilities.com If you have any questions or comments, contact Riviera Utilities at 251-943-5001. Thank you, Tony L. Schachle Jr. JINRIGHT & ASSOCIATES DEVELOPMENT ENGINEERS December 19, 2025 City of Fairhope Mike Jeffries 555 S. Section St Fairhope, AL 36532 RE: The Preserve at Point Clear Traffic Generation Twin Beech Rd. Fairhope, AL Dear Mr. Jeffries: Please accept the below information in regards to the trip generation figures for the proposed subdivision The Preserve at Point Clear. Standard traffic generation characteristics compiled by the Institute of Transportation Engineers (ITE) in their report entitled Trip Generation Manual, 9th Edition was applied to the proposed land use in order to estimate the daily vehicle trips and peak hour vehicle trips for the development. A vehicle trip is defined as a one-way vehicle movement from point of origin to point of destination. The traffic volumes for The Preserve at Point Clear, listed in the below Table 1, are well below the trip counts that would require a full Traffic Study per the City of Fairhope Subdivision Regulations, Article IV, Section C.1.h. Table 1 Trip Generation Table. TRIP GENERATION VOLUME SUMMARY TOTAL TRIP GENERATED ITE 24 AM PEAK HOUR PM PEAK HOUR CODE LAND USE UNIT HOUR ENTER EXIT TOTAL ENTER Single-Family 210 Detached 13 129 3 7 10 Housing Note: Daily Trips= 9.91 * 13= 128.83 total Trips. AM Peak Hour= 0.77 * 13= 10.01 total Trips. PM Peak Hour= 1.02 * 13= 13.26 total Trips. Respectfully, POST OFFICE BOX 1929 • FAIRHOPE, ALABAl\lIA 36533 TELEPHONE (251) 928 -3443 • FACSIMILE (251) 928 -3665 8 EXIT TOTAL 5 13 OWNER: JADE PROJECT NO.:25-1971.20 PROJECT:THE PRESERVE AT POINT CLEAR DATE:9/16/2025 ITEM #ITEM DESCRIPTION UNIT PLAN QTY UNIT PRICE TOTAL AMOUNT 1 SAWCUT & REMOVE EXIST. SIDEWALK (206-C)SY 225 $5.00 $1,125.00 2 8" SDR 26 PVC GRAVITY SEWER MAIN (645-A)LF 668 $70.00 $46,760.00 3 3" PE 3408 IPS, DR 11 HDPE SANITARY SEWER FORCE MAIN (645-A)LF 75 $13.90 $1,042.50 4 SANITARY SEWER MANHOLE, 48" DIA. (645-H)EA 3 $7,608.08 $22,824.24 5 4" SANITARY SEWER LATERAL CONNECTION W/ LATERAL AND CLEANOUT (645-E) EA 5 $1,895.00 $9,475.00 6 SEWER MAIN VIDEO LF 668 $6.50 $4,342.00 7 LIFT STATION ACCESS ROAD SY 285 $27.60 $7,866.00 8 LIFT STATION (INCLUDING WET WELL, PIPING, ELECTRICAL, AND PUMPS)LS 1 $200,000.00 $200,000.00 9 WOODEN PRIVACY FENCE LF 148 $50.00 $7,400.00 10 20' WIDE WOODEN DOUBLE SWING GATE EA 1 $3,500.00 $3,500.00 $304,334.74 ITEM #ITEM DESCRIPTION UNIT PLAN QTY UNIT PRICE TOTAL AMOUNT 1 3" PVC SDR 21 LOW PRESSURE SANITARY SEWER FORCE MAIN (645-A)LF 506 $20.00 $10,120.00 2 1.5" PE 3608 CTS LOW PRESSURE SEWER SERVICE - SHORT RUN (645-A)EA 5 $1,650.00 $8,250.00 3 3" GATE VALVES (645-A) EA 1 $1,622.00 $1,622.00 JADE CONSULTING, LLC SEWER COST COMPARISON ACHEE PROPERTIES TOTAL GRAVITY SEWER FOR LOTS 5-9 LOW PRESSURE FORCE MAIN FOR LOTS 5-9 Page 1 of 4 ITEM #ITEM DESCRIPTION UNIT PLAN QTY UNIT PRICE TOTAL AMOUNT 4 FLUSHING STATION ASSEMBLY FOR SANITARY SEWER EA 1 $3,782.00 $3,782.00 $23,774.00 $304,334.74 $23,774.00 1280% PROJECT MANAGER GRAVITY SEWER TOTAL LOW PRESSURE FORCE MAIN TOTAL GRAVITY SEWER IS MORE EXPENSIVE BY TOTAL PRICE COMPARISON I certify the cost estimate to be correct. Page 2 of 4 CERTIFICATION OF OWNERSHIP AND DEDICATION THIS IS TO CERTIFY THAT ACHEE PROPERTIES IS THE OWNER OF THE LANO SHOWN AND DESCRIBED HEREON, AND THAT THE SAME HAS CAUSED SAID LAND TO BE SURVEYED AND SUBDIVlDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH, AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGN AND mLE HEREON INDICATED; AND GRANT ALL EASEMENTS AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED, TOGETHER 111TH SUCH RESTRICTIONS AND COVENANTS NOTED BELOW OR ATTACHED IN A SEPARATE LEGAL DOCUMENT. DATED THIS __ DAY OF ______ 20 __ OWNER CERTIFICATION BY NOTARY PUBLIC STATE OF ALABAMA COUNTY OF BALDWIN I, ___________ A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, HEREBY CERTIFY THAT ---------~ WHOSE NAME AS ________ OF ACHEE PROPERTIES, 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, AND AS SUCH OFFICER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY FOR AND AS THE ACT OF SAID CORPORATION. GIVEN UNDER MY HAND AND NOTORIAL SEAL THIS __ DAY OF ______ 20 __ _ NOTARY PUBLIC CERTIFICATE OF APPROVAL BY TIHE CITY OF FAIRHOPE PLANNING COMMISSION THE WITHIN PLAT OF THE PRESERVE AT POINT CLEAR, FAIRHOPE, ALABAMA IS HEREBY APPROVED BY THE CITY OF FAIRHOPE PLANNING AND ZONING COMMISSION, THIS THE _____ DAY OF _____ _ 20 __ _ CHAIRMAN, PLANNING COMMISSION CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES: THE UNDERSIGNED, AS AUTHORIZED BY RIVlERA UTILITIES, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE _____ DAY OF ------20 __ . AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES: THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE PUBLIC UTILITIES, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE ____ _ DAY OF ______ 20 ___ . AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY AT&T: THE UNDERSIGNED, AS AUTHORIZED BY AT&T, HEREBY APPROVES THE \\1THIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE _____ OAY OF ------20 __ . AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY BALDWIN COUNTY 911: THE UNDERSIGNED, AS AUTHORIZED BY BALDWIN COUNTY 911, HEREBY APPROVES THE \\1THIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE OAY OF 20_. AUTHORIZED REPRESENTATIVE J.O. NO. 25-1206 COMP. FILE 3081, DWG. NO. 6S-2E-30-12 F.B. NO. N/A I NOTES: 1. FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. 2. A PROPERTY O'IINERS ASSOCIA]ON (POA) IS REQUIRED TO BE FORMED. THE POA IS REQUIRED TO MAINTAIN ANY AND ALL STORM WATER FACILITIES AND STRUCTURES LOCATED OUTSIDE OF THE PUBLICLY ACCEPTED RIGHT-OF-WAY. 3. STORM WATER DETENTION AREAS ARE NOT THE RESPONSIBILITY OF BALDWIN COUNTY OF THE CITY OF FAIRHOPE TO MAINTAIN. 4. THERE IS A DEDICATED DRAINAGE, UTILITY, AND MAINTENANCE EASEMENT OVER THE ENTIRETY OF COMMON AREAS 1 & 2. 5. CAPPED REBARS (WATTIER) HAVE BEEN SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 6. THE HOMEOWNER'5 ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE, IF APPLICABLE, AND ENERGY COSTS OF THE STIREET LIGHTS. SURVEYOR'S CERTIFICATE STATE OF ALABAMA COUNTY OF BALD\\1N I, MARK A. WATTIER, A LICENSED SURVEYOR IN THE STATE OF ALABAMA, HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY OF ACHEE PROPERTIES, SITUATEO IN BALDWIN COUNTY, ALABAMA AND DESCRIBED AS FOLLOWS, LOT 2, l'MN BEECH SUBDl~90N, AS REcmJED IN SUOE ---OF mE RECORDS IN mE OFFCE OF mE .J.JDGE OF PROBATE, BALDWN C(JJNTY, ALABAMA. mE DESCR(E]) PARCEL CONTAINS 11.42 ACRES, MORE OR LESS. AND THAT THE PLAT OR MAP CONTAINED HEREON IS A TRUE ANO CORRECT MAP SHOWING THE SUBDIVISION INTO WHICH THE PROPERTY DESCRIBED IS DIVlDED, GIVlNG THE LENGTH AND BEARINGS OF THE BOUNDARIES OF EACH LOT AND EASEMENT AND ITS NUMBER, AND SHOWING THE STREETS, ALLEYS AND PUBLIC GROUNDS, AND GIVING THE BEARINGS, LENGTH, WIDTH AND NAMES OF THE STREETS. SAID MAP FURTHER SHOWS THE RELATION OF THE LAND SO PLAffiD TO THE GOVERNMENT SURVEY, AND THAT PERMANENT MONUMENTS HAVE BEEN PLACED AT POINTS MARKED THUS (0) AS HEREON SHOWN. I FURTHER CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRA'l!NG HAVE BEEN COMPLETED IN ACCORDANCE 111TH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. \\1TNESS MY HAND THIS THE __ DAY OF ______ 20_ SURVEYOR ___________ _ ALABAMA LICENSE #20364 ENGINEER'S CERTIFICATE STATE OF ALABAMA COUNTY OF BALD\\1N I, THE UNDERSIGNED, A REGISTERED ENGINEER IN THE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER ____ , HEREBY CERTIFY TI,AT I HAVE DESIGNED THE \\1THIN IMPROVEMENTS IN CONFORMITY '/!TH APPLICABLE CODES AND LAWS AND WITH THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF THE \\1THIN 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. PROJECT ENGINEER DATE THE PRESERVE AT POINT CLEAR PLANS WHICH ARE CERTIFlED CONSIST OF PAGE _ THRU _, EACH OF WHICH BEARS BY SEAL AND SIGNATURE. FAIRHOPE A\£NUE SITE TWIN BEECH ROAD tj ~·~~ /§/ 7t--c8 Jt -::::m; ~ BATTUS r.vAD ~I N w ♦, OLD BATTLISROAD s NOTTO SCALE VICINITY MAP FLOOD CERTIFICATE: THE PROPERTY DESCRIBED HEREON IS SHO'IIN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBERS 01003C0643 M ANO 01003C0644 M, DATED D4/19/2019, AND IS SHOWN TO BE IN FLOOD ZONE "X-UNSHADED. SITE DATA CURRENT ZONING, LINEAR FEET OF STREETS, NUMBER OF LOTS, SMALLEST LOT SIZE, AVERAGE LOT SIZE, COMMON AREAS, TOTAL AREA, R-1 1,017 LF 13 15,000 SF 19,423 SF 4.353 AC 11.418 AC LOT UTILITY & DRAINAGE EASEMENTS FlRONT & REAR, SIDE, 15' 15' (7.5' EACH SIDE) REQUIRED SETBACKS FlRONl 40' REAR, 35' SIDE, 10' SIDE STREEl 20' UTILITIES WATER, SEWER & GAS, FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION ST., FAIRHOPE, AL 36532 JAY WHITMAN (251) 928-8003 ELECTRICAL, RIVlERA UTILITIES 413 E. LAUREL AVE, FOLEY, AL 36536 SCOTT SLIGH (251) 943-5D01 TELEPHONE, AT&T 2155 OLD SHELL ROAD, MOBILE, AL 36607 WADE MITCHELL (251) 471-8361 ENGINEER: JADE CONSULTING, LLC. P.O. BOX 1929; FAIRHOPE, AL 36533 251-928-3443 SURVEYOR: WATTIER SURVE~NG, INC. 4318 DOWNTOWNER LOOP NORTH, STE H MOBILE, AL 36609 251-342-2640 DEVELOPER/OWNER: ACHEE PROPERTIES 19252 HIGHWAY 181 F Al RH OPE, AL 36532 251-379-6218 THE PRESERVE AT POINT CLEAR PLAT OF SUBDIVISION ~ ~ JANUARY 14, 2026 WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS 4318 Downtowner Loop N., Suite H SHEET 1 OF 2 Mobile, Alabomo 36609 251-342-2640 145 6 2 10 7 12 13 9 3 8 11 COMMON AREA #1 COMMON AREA #2 CO M M O N AR E A # 2 45 2 10 12 13 3 11 CO M M O N AR E A # 2 CRF(5) z 0 2l -----<Vi .; .. 0, 0 !--' /;;_ FENCE LINE IS 0.6' /SOUlH OF LINE TWIN BEECH ROAD N8917'51"E 510.23' 80' R/W 402.35' CRF(1) LAYIRENCE, P.4.ULINE 6840 T'MN BEECH ROAD FAIRHCflE, AL 36532 UNZONED STARLIGHT OE\flOPMENT, LLC 2 LONGLEAF CIRa..E FAIRHOPE,AL36532 UNZONED LOT1 TWIN BEECH SUBDI\/ISION SLIDE????? LAYIRENCE, PAWNE 6840 TWIN BEEa-1 ROM! FAIRHOPE, AL 36532 UNZONED \FENCE LINE IS ON-LINE \ N89'41'56"W 541.09' / CRF(2) S89'W43"W 457.58', CRF(3)-'-S89'57'54'W 165.27' CRF(1) .FENCELINEISO.J' NORTI, OF LINE Erner !INF IS 04' NORTHOFLINE o· 60 ~---120 1" 60' LEGEND CRF(1) CAPPED REBAR FOUND (WATllER) CRF(2) CAPPED REBAR FOUND (HMR) CRF(J) CAPPED REBAA FOUND (FAIRHOPE) CRF(5) CAPPED REBAR FOUND (lliGIBLE) WIRE FENCE 180 J.O. NO. ~,:_!206 COMP. FILE 308!_, DWG. NO. 6S-2E-30-12 F.8. NO. N/A LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 C.A. 1 C.A. 2 TEACHERS RETIREMENT SYSTEM OF AI..A8At.lA 135S UNIONST MONTGOMERY. AL 36130 UNZONED AREA DATA 26,741 SF 0.614 AC 16,399 SF 0.377 AC 15,000 SF 0.344 AC 15,000 Sf 0.34+ AC 21,261 SF 0.-468 AC 25,858 SF 0.59+ AC 18,901 SF 0.43+ AC 19,7+6 SF 0.453 AC 22,960 SF 0.527 AC 17,452 SF 0.401 AC 16,000 SF 0.367 AC 16,000 SF 0.367 AC 21,155SF 0.486 AC 141,988 SF 3.260 AC +7,651 SF 1.094 AC LINE LI L2 L3 L4 LS L6 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 POINT JUBILEE, LLC 512 WALNUT ST NEW ORLEANS. LA 70118 UNZONED LINE DATA BEARING DISTANCE S89'17'51"W 7.88' S89'17'51"W 55.DO' S89'17'51"W 45.00' S00"42'09"E 34.05' S00'42'09"E 17.13' S00'42'09"E 17.13' S00'16'30"W 6.27' s00·15•3o•w 6.03' S89"19'43"W 15.61' S89'19'43"W 35.43' N00'42'09'W 33.37' N6817'02"W 3.15' NOD12'53'W 7.00' S68'17'02"E 15.66' S89"47'07"W 20.01' N89'47'07"E 29.85' N67'51'16"E 25.17' N89'47'07"E 18.02' S89"47'07"W 18.02' S67'51'16"W 12.67' S89'47'07"W 20.01' S00"16'30"W 5.00' N89'43'30"W 1.00' S89'19'43"W 5.39' CALYX CIRCLE CURVE DELTA ANGLE C1 26"52'28" C2 26"52'28" C3 89'30'44" C4 90"29'23" cs 90'00'00" C6 90'00'00" Cl 25'50'31" CB 25'50'31" C9 8'30'02" C10 25'50'31" C11 47"45'07" C12 137'15'50" C13 89"30'44" C14 139'06'59" C15 90"29'23" C16 48'37'36" C17 12'38'47" C18 8'48'52" C19 1"57'42" C20 23"52'49" C21 1'47'00" C22 21"55'15" C23 2"08'16'' C24 12'51'45" C25 34·53'21" MANLEY, RICHARD A. & KATHLEEN K. 6993 MOOTGOMERY ROAD CLO'vtR,SC29710 UNZONED CURVE DATA RADIUS ARC LENGlli CHORD BEARING 246.00' 115.39' N12'44'05"E 254.00' 119.14' N12'44'05"E 80.00' 124.98' N45'27'31"W 70.00' 110.55' N44"58'11"W 25.00' 39.27' N4417'51"E 25.00' 39.27' N45'42'09"W 280.00' 126.29' N1213'06"E 230.00' 103.74' N1213'06"E 220.00' 32.64' N20'53'21"E 270.00' 121.78' N1213'06"E 25.00' 20.84' N2310'24"E 50.00' 119.79' N21 '34'58"W 30.00' 46.87' N45"27'31"W 50.00' 121.40' N20'39'23"W 30.00' 47.38' N44"58'11"W 25.00' 21.22' N24'35'18''E 25.00' 5.52' N06'02'53"W 25.00' 3.85' N06'35'25"E 230.00' 7.87' N0016'42"E 230.00' 95.86' N1311'57"E 270.00' 8.40' S2414'52'W 270.00' 103.30' s12·23•44•w 270.00' 10.07' S00'21'59"W 25.00' 5.61' N05'43'43"E 25.00' 15.22' N29'36'17"E CHORD LENGlli 114.33' 118.05' 112.65' 99.42' 35.36' 35.36' 125.22' 102.86' 32.61' 120.75' 20.24' 93.13' 42.25' 93.70' 42.61' 20.59' 5.51' 3.84' 7.87' 95.17' 8.40' 102.67' 10.07' 5.60' 14.99' .£NKINS. SHELLY ETUX DELANEY ELLEN DALE 398SINGLESIDEST FAIRHOPE, AL 36532 UNZOOED CURVE DATA CURVE DELTA ANGLE RADIUS ARC LENGlli CHORD BEARING C26 2413'58" 50.00' 21.15' S34"55'58"W C27 74'22'20" 50.00' 64.90' S14"22'11"E C28 38'39'32" 50.00' 33.74' S70'53'07"E C29 87'53'56" 50.00' 76.71" N4615'55"W C30 36'23'17" 50.00' 31.75' N15'52'42"E C31 14'49'46" 50.00' 12.94' N41"29'13"E C32 49'27'51" 25.00' 21.58' S65'58'14"E C33 40'32'09" 25.00' 17.69" S20'58'14"E C34 42'01'15" 25.00' 18.34" S20'18'28"W C35 8"32'45" 38.50' 5.74' N03'34'13"E C36 25'50'31" 276.00' 124.48' N12"13'06"E C37 25'50'31" 224.00' 101.03' N12"13'06"E C38 21'55'51" 39.00' 14.93' S7914'58"E C39 21'55'51" 46.00' 17.61' N7914'58"W C40 8"55'40' 39.00' 6.08' N72'44'53"W C41 3·55'40• 39.00' 6.08' S72'19'07"W C42 21'55'47" 66.00' 25.26' S78'49'10"W C43 107·34'43" 36.00' 67.59' N36'25'32"W C44 12'42'53" 50.00' 11.10' N29'03'50"W C45 9219'11' 29.00' 46.73' S44"03'17"E C46 21'55'51" 59.00' 22.58' N78'49'12"E C47 90'29'23" 29.00' 45.80' S44'58'11'E C48 26'03'09'' 61.50' 27.96' S7711'19"E C49 5"43'07" 50.00' 4.99' S87'21 '20"E C50 40'32'09" 25.00' 17.69" S20"32'35"W CHORD LENGlli 20.99' 60.44' 33.10' 69.40' 31.22' 12.91' 20.92' 17.32' 17.93' 5.74' 123.43' 100.18' 14.84' 17.50' 6.07' 6.07' 25.11' 58.09' 11.07' 41.83' 22.45' 41.19' 27.72' 4.99' 17.32' I , I I I I 7 SIDEWALK EASEMENT EXHIBIT THE PRESERVE AT POINT CLEAR PLAT OF SUBDIVISION JANUARY 14, 2026 WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS 4318 Downtowner Loop N., Suite H SHEET 2 OF 2 Mobile, Alobomo 36609 251-342-2640 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E C C C C C G G G G G G G G GV C C C C WW W W W W C C C C C C C C CC EE C E C OH E OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OH E OH E OH E OHE SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM W W W W W W W W W W W W W W W W W W W OH E OH E OH E OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLB WLB WLB WL B WL B WLB WLB WLB WLB WLB WLB S 11 75' HIGHWAY CONSTRUCTION SETBACK 10 100 95 90 85 81 85 90 90 95 10 5 10 5 10 5 105 10 5 100 95 90 85 85 85 90 95 10 0 105 87 86 85 84 83 82 95 93 94 929190 89 88 8786 86 87 88 89 90 91 92 93 86 87 88 88 87 86 85 84 83 82 83 84 84 83 82 85 86 87 90 89 88 87 86 85 84 83 84 83 82 82 83 84 85 86 87 107 106 105 108 105 105 104 103 104 104 10 6 107 10 5 105104 102 99 98 97 96 98 98 99 106105 95 96 97 98 99 10 0 10 1 10 2 103 10 4 105 105 106 10 8 109 109 108 107 105 105 10 6 107 10 8 109 10 9 109 110 109 108 107 106 10 1 99 98 97 9694 9392 91 908988 8786 85 84 83 83 8485 86 87 88 89 90 91 92 93 94 95 96 97 97 96 94 93 92 91 90 89 88 88 89 90 91 92 93 94 95 86 87 88 89 91 92 93 94 96 97 98 99 101 102 103 104 106 100 99 98 97 96 9594 93 92 91 90898887 8685 84 83 82 83 81 8485 81 84 83 82 8687 88 89 89 90 82 82 83 84 99 98 97 88 88.5 88.588 87 86 85 83 82 84 85 . 5 85 . 5 107 108 107 10 8 10 6 10 5 104 10 2 10 1 10 0 99 98 97 97 98 99 10 0 10 1 102 102 10 1 100 10 1 102 TREE SAVE TREE SAVE TRE E S A V E TRE E S A V E TREE SAVE TREE SAVE TREE SAVE TREE S A V E TREE S A V E TREE S A V E TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE S A V E TREE SAVE TREE SAVE TR E E S A V E TREE S A V E TREE S A V E TREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVE TREE SAV E TREE S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE S A V E TREE SAVE TR E E S A V E TR E E S A V E TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TRE E S A V E TREE SAVE TREE SAVE TREE SAVE TREE SAVE TRE E S A V E TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TR E E S A V E TREE SAVE TRE E S A V E TRE E S A V E TRE E S A V E TREE SAVE TREE SAVE TR E E S A V E TREE S A V E TREE S A V E TREE SAVE TREE SAVE TREE S A V E TREE SAVETREE SAVE TR E E S A V E TREE SAVE TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TREE S A V E TREE S A V E TREE S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SA V E TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TR E E S A V E TR E E S A V E TRE E S A V E TR E E S A V E TREE SAVE TR E E S A V E TR E E S A V E TREE SAVETREE SAVE TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TREE SAVE TREE S A V E TWIN BEECH ROAD Tree Protection Fence (typ.) Tree to be Removed (typ.) Tree Protection Fence (typ.) Tree to be Removed (typ.) SHEET L1.2SHEET L1.2 SHEET L1.3SHEET L1.3 SH E E T L 1 . 2 SH E E T L 1 . SH E E T L 1 . 3 SH E E T L 1 . SH E E T L 1 . 3 SH E E T L 1 . SHEET L-1.4 SHEET L-1.2 SHEET L-1.3 Existing 'Heritage' Trees Exist. See detail for protection during construction as required by City of Fairhope Ordinance No. 1444 Sec.20.5-6 No site disturbance shall occur without properly installing the required tree protection. Tree Protection Notes: Confirm ALL tree removal with owner prior to ANY site disturbance. (Typ.) NOTES: 1. All areas disturbed by construction shall be sodded or mulched unless otherwise noted. 2. Any sod in Right of Way shall be hand watered until established. 3. NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 4. See sheet L-1.2-L-1.5 for details & schedule. 5. Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. Erecting Barriers is essential to protecting trees during construction. The Subdivider shall provide construction fences around all significant trees. Allow one foot of space from the trunk for each inch of trunk diameter. The intent is not merely to protect the above ground portion of the trees, but also the root systems. The fenced area shall be clear of building materials, waste, and excess soil. No digging, trenching or other soil disturbance shall be allowed in the fenced area. Fines for not complying with the City of Fairhope’s Ordinance 1193, tree protection, will be levied in accordance to the City of Fairhope’s restitution table. EXISTING TREE INVENTORY LEGEND: DATE CHECKED BY PROJECT NO. DRAWN BY SHEET DESIGNED BY FILE NAME Tw i n B e e c h R o a d TH E P R E S E R V E A T P O I N T C L E A R SHEET TITLE Fa i r h o p e , A L 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. SEAL NORTHNOTES: 1. BASE SURVEY PROVIDED BY JADE CONSULTING. 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: feet50100150 1" = 50' OVERALL 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-321 '/ 1. I \ • ~-~- / / ( / I I -~--I-r , I I /;;., ('/ -1----,J ' -i:., ( --_.____,_------, , - ) ;-- ,,., r i ,: ) WOODED ' I I I I, Ji I! I .. I' 1 ,11 :, ,, r I jl 1 1 Ii '1 1 '' I 'I J ~t 'I • ---.L. ! - ' I I I ( I I '. I 'I ,I I I ./., , I I I I I I LIVE OAK PECAN OAK PINE CHERRY 0 CAMPHOR n..n...r7..--r7 ~ ESPALIER landscape architecture Espalier, LLC . P.O. Box 1247 Fairhope , Alabama 36533 P, lS 1.454,3500 espalierdesign.com ISSUED/REVISED Permittin 12 22 25 Permitting 1 ;1 4;26 JC PRESPCLA 2585 12/18/25 OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E C C C C C C OHE OHE OHE OHE OHE OHE SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM W W W W W W W W W 7 9 8 SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM COMMON AREA 1 COMMON AREA 2 11 75' HIGHWAY CONSTRUCTION SETBACK 10 81 85 90 10 0 95 90 85 85 85 90 95 10 0 87 86 85 84 83 82 88 84 83 82 82 83 84 85 86 87 99 98 97 96 98 98 99 10 1 99 98 97 9694 9392 91 90 8988 86 85 84 83 83 8485 86 87 86 87 88 89 91 92 93 94 96 97 98 99 101 102 103 100 99 98 97 96 9594 93 92 91 90898887 8685 84 83 82 83 81 84 81 84 83 82 8687 88 89 89 90 82 82 83 84 99 98 97 88 88.5 88.588 87 86 85 83 82 84 10 6 10 5 104 10 2 10 1 10 0 99 98 97 97 98 99 10 0 100 10 1 TREE SAVE TREE SAVE TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TREE SAVE TRE E S A V E TRE E S A V E TRE E S A V E TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TRE E S A V E TREE SAVE TREE SAVE TR E E S A V E TREE S A V E TREE S A V E TREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVETREE SAVE TREE SA V E TREE S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVETREE SAVE TR E E S A V E TREE SAVE TREE SAVE TR E E S A V E TRE E S A V E TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TWIN BEECH ROAD SHEET L1.2SHEET L1.2 SHEET L1.3SHEET L1.3 SH E E T L 1 . 2 SH E E T L 1 . 1 L1.1 1 L1.1 1 L1.1 1 L1.1 1 L1.1 Chinese Pistache 30 gal 2 Pond Cypress 30 gal 3 Chinese Pistache 30 gal 2 SOD SOD SOD SOD SOD SOD SOD SO D SO D SOD SOD SOD SOD SOD 16 3 gal White Cloud Muhly Grass 3 3 gal. Silver Saw Palmetto 7 3 gal Henry's Garnet Sweetspire Silver Saw Palmetto 3 gal. 5 White Cloud Muhly Grass 3 gal 13 Purple Coneflower 1 gal. 52 Yellow Creeping Daisy 1 gal. 52 Heavily Pinestraw Sand Filter Bed (Typ.) POND F BIO-RETENTION SWALE A NOTES: 1. All areas disturbed by construction shall be sodded or mulched unless otherwise noted. 2. Any sod in Right of Way shall be hand watered until established. 3. NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 4. See sheet L-1.2-L-1.5 for details & schedule. 5. Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. NORTH NOTES: 1. BASE SURVEY PROVIDED BY JADE CONSULTING. 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. 0 SCALE: feet204060 1" = 20' DATE CHECKED BY PROJECT NO. DRAWN BY SHEET DESIGNED BY FILE NAME Tw i n B e e c h R o a d TH E P R E S E R V E A T P O I N T C L E A R SHEET TITLE Fa i r h o p e , A L 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. SEAL 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 PLAN ;-.,_~--... .,;;;,.::-:..: 2---..;.,-.= ~"~ f _ ~-·_ ~-_ -:._._ L _ !' _ ~ -..,;;;_ -.......-.-_-_ ,-. ~-~ _ -"""" --: ~ -~-___ ..;,.__ s, -r -= ----\-\ __ , ___ __..,.L1 __ =::':::,_~__.C7~--..1.--~~/_)<, __________ ~----------::-::---',...---• --~-..-----~, -; --~-: --;·,. ~ r -~ \----1.\--..--, "7 t \ l -\ ----uoc ;r -= JOO· - --r f rll \ I WOOOED I \ • ii ~ ;s--0 • _·.· (! § \ I . I I ·.,. (:-~ ---2"--= --·-- .______ ---:TT , --~) - --r -z-; -+-I f -~ 1,1 ~_)__ WOODED / -,\ 1 1--• --, ~"'~ / \ I : ( -1 1 I ) 1 , 'i -,- 1"' / 1 I ----, I __ L _ _;_ _______ N~·1 _2.__+<t I I \-I 1-l/ ~ ~ I I ) \'-" \ I I I I y I \ I I I I I /I ~ ~ ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope , Alabama 36533 P: 251.454.3500 es pal ierd esign .com ISSUED/REVISED Permitting 12/22/25 Permittinq 1 /14/26 JC PRESPCLA 12/18/25 45 6 7 3 1110 100 95 90 85 90 90 95 10 5 10 5 10 5 10 0 95 95 93 94 929190 89 88 8786 86 87 88 89 90 91 92 93 86 87 8 8 88 87 86 85 84 83 82 83 84 84 83 82 85 86 87 90 89 88 87 86 85 84 83 84 83 82 83 84 85 86 87 104104 104 105104 10 2 106105 95 96 97 98 99 10 0 10 1 10 2 10 3 10 4 105 10 1 99 98 97 9694 9392 91 90 8988 87 86 85 84 83 83 8485 86 87 88 89 90 91 92 93 97 96 94 93 92 91 90 89 88 88 89 90 91 92 93 94 95 85 . 5 85 . 5 10 1 102 102 10 1 10 1 10 2 TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE S A V E TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TRE E S A V E TREE SAV E TREE SAV E TREE SAV E TREE SAV E TRE E S A V E TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE S A V E TREE SAVE TREE SAVE TRE E S A V E TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TR E E S A V E TR E E S A V E TREE SAVETREE SAVE TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE SHEET L1.2SHEET L1.2 SHEET L1.3SHEET L1.3 SH E E T L 1 . 2 SH E E T L 1 . SH E E T L 1 . 3 SH E E T L 1 . SH E E T L 1 . 3 SH E E T L 1 . 1 L1.1 1 L1.1 1 L1.1 1 L1.1 1 L1.1 1 L1.1 Pond Cypress 30 gal 3 Chinese Pistache 30 gal 2 SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SO D 3 3 gal. Silver Saw Palmetto 10 3 gal Henry's Garnet Sweetspire 17 3 gal White Cloud Muhly Grass 5 3 gal. Silver Saw Palmetto 131 1 gal. Yellow Creeping Daisy 37 1 gal. Purple Coneflower Purple Coneflower 1 gal. 42 Yellow Creeping Daisy 1 gal. 136 17 3 gal Henry's Garnet Sweetspire 5 3 gal. Silver Saw Palmetto 5 30 gal Pond Cypress Tom`s Dwarf Waxmyrtle 3 gal 8 White Cloud Muhly Grass 3 gal 16 2 3 gal. Silver Saw Palmetto 11 3 gal Tom`s Dwarf Waxmyrtle 6 3 gal. Silver Saw Palmetto Silver Saw Palmetto 3 gal. 3 White Cloud Muhly Grass 3 gal 22 Heavily Pinestraw Sand Filter Bed (Typ.) Heavily Pinestraw Sand Filter Bed (Typ.) Silver Saw Palmetto 3 gal. 3 Henry's Garnet Sweetspire 3 gal 3 POND F BIO-RETENTION SWALE B SO D POND F NOTES: 1. All areas disturbed by construction shall be sodded or mulched unless otherwise noted. 2. Any sod in Right of Way shall be hand watered until established. 3. NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 4. See sheet L-1.2-L-1.5 for details & schedule. 5. Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. NORTH NOTES: 1. BASE SURVEY PROVIDED BY JADE CONSULTING. 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. 0 SCALE: feet204060 1" = 20' DATE CHECKED BY PROJECT NO. DRAWN BY SHEET DESIGNED BY FILE NAME Tw i n B e e c h R o a d TH E P R E S E R V E A T P O I N T C L E A R SHEET TITLE Fa i r h o p e , A L 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. SEAL 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-1.3 PLAN \ \ I / /;- ~ I 11 I I ,1 I I), 'I I I > I I 1< I, I I I I I I I I( I \ I , I I 20" I 21 ' I~ ~ .~ I I I I I I I ~ ~ ESPALIER la nd scape architecture Espalier, LLC P.O. Box 1247 Fairhope , Alabama 36533 P: 251.454.3500 es pal ierd esign .com ISSUED/REVISED Permitting 12/22;25 Permitting 1 ;1 4;26 JC PRESPCLA 2585 12/18/25 OH E OH E OH E OH E OH E C C CC EE C E C OH E OH E OH E OU T P A R C E L 12 12 13 3 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL B WL B WL B WL B WL B WLB WLB WLB WLB WLB WLB S 11 10 5 10 5 105 107 106 105 108 105 105 104 103 104 10 6 107 10 5 105 10 6 10 8 109 109 108 107 105 105 10 6 107 10 8 109 10 9 10 9 108 107 106 107 108 107 10 8 TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TR E E S A V E TREE SAVE TRE E S A V E TR E E S A V E TRE E S A V E TREE SAVE TREE SAVE TR E E S A V E TREE S A V E TREE S A V E TREE SAVE TREE SAVE TREE S A V E TR E E S A V E TR E E S A V E TRE E S A V E TREE S A V E TRE E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TREE SAVE TREE SAVE TREE S A V E TREE SAVE TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TR E E S A V E TREE SAVE TREE SAVE TREE SAVE TRE E S A V E SHEET L1.2 SHEET L1.3 SH E E T L 1 . 2 SH E E T L 1 . SH E E T L 1 . 3 SH E E T L 1 . SH E E T L 1 . 3 SH E E T L 1 . 1 L1.1 1 L1.1 1 L1.1 1 L1.1 1 L1.1 2 30 gal Chinese Pistache Pond Cypress 30 gal 6 SOD SOD SOD SOD SOD SOD SO D SOD SOD SOD SOD SOD Heavily Pinestraw Sand Filter Bed (Typ.) 16 1 gal. Yellow Creeping Daisy 15 1 gal. Purple Coneflower 12 3 gal White Cloud Muhly Grass 135 1 gal Society Garlic Purple Coneflower 1 gal. 44 Silver Saw Palmetto 3 gal. 3 White Cloud Muhly Grass 3 gal 19 Yellow Creeping Daisy 1 gal. 16 Heavily Pinestraw Sand Filter Bed (Typ.) Heavily Pinestraw Sand Filter Bed (Typ.) Heavily Pinestraw Tree Ring (Typ.) BIO-RETENTION SWALE E BIO-RETENTION SWALE D BIO-RETENTION SWALE C SO D SO D NOTES: 1. All areas disturbed by construction shall be sodded or mulched unless otherwise noted. 2. Any sod in Right of Way shall be hand watered until established. 3. NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 4. See sheet L-1.2-L-1.5 for details & schedule. 5. Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. NORTH NOTES: 1. BASE SURVEY PROVIDED BY JADE CONSULTING. 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. 0 SCALE: feet204060 1" = 20' DATE CHECKED BY PROJECT NO. DRAWN BY SHEET DESIGNED BY FILE NAME Tw i n B e e c h R o a d TH E P R E S E R V E A T P O I N T C L E A R SHEET TITLE Fa i r h o p e , A L 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. SEAL 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-1.4 PLAN ' ) J ~'-, ' I ✓ L -'l I' , I I\ ( ' J-\ '---'--.) I 20" \ \ \ 11 \ r-- \/ :) / 23" I I I I I I 11 I I I 22" LOT , I' I I I I I I I I J ,; /'~ ,-._,_ I I\ I \ ---4---- \ I \ r \ I \ I "-I I ( ) I I \ ! \,) 20" WOODED 20" ~ / \ J \ / ,/ 20" I r \ ) I ~ . I r I ; • ,l . \ .: ESPALIER WOODED landscape architecture I., ., ,,.,,.,'; Espalier, LLC P.O. Box 1247 \. Fairhope , Alabama 36533 ( P: 251.454.3500 \ I· es pal ierd esign .com , \ I .,,.-, t \/ J I I I I I ' 26" . I I ,r [, . \ \, \~ I \ '-'I \ ' I ( \ \ ) '-; I A\ I \ ) \ / 20" WOODED --. I / / / I ISSUED/REVISED Permitting 12/22/25 Permittina 1 /14/26 JC PRESPCLA 12/18/25 APPROVED NURSERIES: 1. GREEN FOREST NURSERY 2. FLOWERWOOD NURSERY 3. CHERRY LAKE NURSERY Other nurseries may he approved at the discretion of the landscape architect. NOTES: 1. LONG LEAF PINESTRAW ALL TREE RINGS & 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. USE WOODACE FERTILIZER TABS IN ALL PLANTING PITS. SEE NOTES. 4. PREP. PLANTING PITS & GROUNDCOVER AREAS WITH PLANTING MIX. SEE NOTES. 5. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY. 6. SEE LANDSCAPE NOTES.CITY OF FAIRHOPE SUBDIVISION LANDSCAPE REQUIREMENTS: One (1) tree per 50' of lot frontage = 1373 / 50 = 27 Street Trees Required 7 R.O.W. Tree Credits: 27 - 7 = 20 Street Trees Required. EXISTING STREET TREE CREDITS: #1-72" Live Oak /8 = 9 7 No more than 7 credits allowed for one tree. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPECS REMARKS TREES CP 8 Pistacia chinensis Chinese Pistache 30 gal 8-10' Ht. 1.5" Cal. Min.Gerald Foret Nursery, Approve Photo with LA. TA 17 Taxodium ascendens Pond Cypress 30 gal 8-10' Ht. 2" Cal. Min.Gerald Foret Nursery 337-365-4858 Specimen, Approve Photo with LA. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING REMARKS SHRUBS IV 37 Itea virginica 'Henry's Garnet' Henry's Garnet Sweetspire 3 gal 48" o.c. MW 115 Muhlenbergia capillaris `White Cloud` White Cloud Muhly Grass 3 gal 36" o.c. DW 19 Myrica cerifera `Tom`s Dwarf` Tom`s Dwarf Waxmyrtle 3 gal 48" o.c. SC 38 Serenoa repens 'Cinerea'Silver Saw Palmetto 3 gal.72" o.c. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING REMARKS GROUND COVERS CT 113,262 sf Cynodon dactylon `Tif 419`419 Bermuda Grass sod Contractor shall verify quantity. EP 190 Echinacea purpurea Purple Coneflower 1 gal.24" o.c. TV 135 Tulbaghia violacea Society Garlic 1 gal 24" o.c. WT 351 Wedelia trilobata Yellow Creeping Daisy 1 gal.30" o.c. PLANT SCHEDULELANDSCAPE 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-161 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-023 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-034 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 DATE CHECKED BY PROJECT NO. DRAWN BY SHEET DESIGNED BY FILE NAME Tw i n B e e c h R o a d TH E P R E S E R V E A T P O I N T C L E A R SHEET TITLE Fa i r h o p e , A L 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. SEAL 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-1.5 DETAILS Qi---------- 0------0------ Qi----------Q,-.------- 0 0 0 0 0 l:.·:c:;i.:J ~ ~ L':%1 ~ ESPALIER la nd scape architecture Espalier, LLC P.O. Box 1247 Fairhope , Alabama 36533 P: 251.454.3500 es pal ierd esign .com ISSUED/REVISED Permitting 12/22;25 Permittin 1 14 26 Permitting 1 /15/26 JC PRESPCLA 2585 12/18/25 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E GV WW W W W W W EE PRESERVE LN (50' R.O.W. PUBLIC ) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB S 11 75' HIGHWAY CONSTRUCTION SETBACK POND A POND B POND C PR E S E R V E L N ( 50 ' R . O . W . PU B L I C ) 10 PRESERVE AREA - 1.43 AC PRESERVE AREA - 0.46 AC Jinright & Associates Development Engineers 208 Greeno Road N., Ste. C Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com DA T E : 1 2 / 1 9 / 2 0 2 5 ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 GREENSPACE EXHIBIT THE PRESERVE AT POINT CLEAR TWIN BEECH ROAD FAIRHOPE, ALABAMA LEGEND GREENSPACE AREA TOTAL PROJECT AREA: 11.41 AC TOTAL R.O.W. AREA: 1.27 AC TOTAL WETLAND AREA: 0.18 AC TOTAL GROSS AREA: 10.12 AC NET DENSITY: 13 LOTS / 10.12 AC = 1.28 LOTS/AC REQUIRED GREENSPACE: 1.14 AC (10%) PROVIDED GREENSPACE: 1.89 AC (16.6%) TABLE 4-1 ELLIGIBLE GREENSPACE TYPES (GREENSPACE AREA): CA#1 - PRESERVE (1.43 AC) CA#2 - PRESERVE (0.46 AC) SITE DATA TABLE STATE OF ALABAMA COUNTY OF BALDWIN CITY OF FAIRHOPE TAX PARCEL ID:05-46-09-30-0-000-021.000 EXISTING ZONING:R-1 - CITY OF FAIRHOPE TOTAL TRACT ACREAGE:±11.41 ACRES LOT DATA: PROPOSED RES. LOTS:13 PROPOSED NET DENSITY:1.14 LOTS/AC AVERAGE RES. LOT SIZE:19,423 SF SMALLEST RES. LOT SIZE:15,000 SF STREET DATA: R.O.W. WIDTH:50' LINEAR FEET OF NEW STREETS:1,017 LF SIDEWALK WIDTH:5' BUILDING SETBACKS: FRONT:40' SIDE:10' SIDE (CORNER LOT):20' REAR:35' COMMON AREA REQUIREMENTS: REQUIRED:PROVIDED: TOTAL COMMON AREA:-4.36 AC USEABLE OPEN SPACE:1.14 AC (10%) 1.89 AC (16.6%) STORMWATER MANAGEMENT AREA:-1.30 AC WETLAND AREA:-0.18 AC 24" 0 ~ TWIN BEECH ROAD 80' R/W I 00 i 25• • • • I x· ......... i \ ......... ·1 ......... 1 . -. . . . .. - D 27" TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S Ji n r i g h t & A s s o c i a t e s D e v e l o p m e n t E n g i n e e r s PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N 20 8 G r e e n o R o a d N o r t h F a i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 F a i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 F a x : ( 2 5 1 ) 9 2 8 - 3 6 6 5 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM 6796 TWIN BEECH RD., FAIRHOPE, AL 36532 JANUARY 2026 VICINITY MAP NOT TO SCALE THE PRESERVE AT POINT CLEAR A SINGLE-FAMILY RESIDENTIAL DEVELOPMENT ACHEE PROPERTIES 19252 HIGHWAY 181 FAIRHOPE, AL 36532 ACHEEBUILDERS@GMAIL.COM WWW.ACHEEBUILDERS.COM (251)-379-6218 PREPARED FOR: NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY/COUNTY. NOTE: UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL) OR BY CONTACTING LOCAL UTILITY COMPANIES WATER & SEWER: FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION ST., FAIRHOPE, AL, 36532 DARYL MOREFIELD (251)928-8003 GAS: FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION ST. FAIRHOPE, AL, 36532 WES BOYETT (251)928-8003 POWER: RIVIERA UTILITIES 413 E. LAUREL AVE, FOLEY, AL, 36535 STEPHEN TIRADOR (251)943-5001 TELEPHONE: AT&T 2155 OLD SHELL ROAD, MOBILE, AL, 36607 WADE MITCHELL (251)471-8361 C1.0 C1.1-C1.2 C2.0 C3.0 C4.0 C5.0 C6.0 C7.0 C8.0 C9.0 C10.0 C11.0 C12.0 C13.0-C13.1 C14.0 C15.0-C15.1 C16.0 C17.0-C17.7 C18.0 C19.0-C19.3 L-1.1 - L-1.5 CIVIL COVER SHEET PRELIMINARY PLAT EXISTING CONDITIONS/DEMOLITION PLAN GENERAL LAYOUT TYPICAL ROADWAY SECTION ROADWAY ALIGNMENT PLAN SITE PLAN UTILITY PLAN GRADING PLAN DRAINAGE PLAN SANITARY AND STORM NETWORK TABLES PLAN AND PROFILE - EMORY LANE PLAN AND PROFILE - SANITARY SEWER NETWORK PLAN AND PROFILE - STORM NETWORK EROSION CONTROL PLAN EROSION CONTROL DETAILS CIVIL CONSTRUCTION NOTES CIVIL CONSTRUCTION DETAILS TRAFFIC CONTROL PLAN CROSS-SECTION - EMORY LANE LANDSCAPE PLAN INDEX TO SHEETS: SHEET DESCRIPTION EMORY LANE POSTED SPEED LIMIT TWIN BEECH RD POSTED SPEED LIMIT SITE mville lly Nelson Twin Beech Rd Battles Rd FAIRHOPE, AL Fairland Ave j lloydln '2 Echoln HOUSTONVILLE Twin Beech Rd ' BanlettAve Craftsman Ave Battles Rd. Spring @l Gree/Jo l.n @l Twin Beech Rd Dove{n FarringdonBlvd Manley Rd Sol.lU'\alldPI SPEED LIMIT 35 SPEED LIMIT 25 w~ 0~ •"'fB'A"",,,,,, .. /4,..'-...... ,., ., I ~••,c N 'if:•."1 •• ... ... \ ~ PROFi:~~ j * J \ oH~·U. _: "' z . ~tG1NE.~~--s:,ttJI ':'!f~;~~ c:.~~---••' LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR EXIST. GRADE SPOT ELEVATION TO BE REMOVED TO BE REMOVED TO BE REMOVED TREE PROTECTION TP TP TP TP OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E C C GV WW W W W W W W C C CC EE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM WW W WWW W OH E SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB PARCEL 1 2.30 ± AC PARCEL 2 11.41 ± AC S REQD., SAWCUT EX. ASPHALT EDGE TO PROVIDE SMOOTH TRANSITION AT PROPOSED STREET CONNECTION RE Q D . , C L E A R A N D G R U B E X I S T I N G VE G E T A T I O N W / I N H A T C H E D A R E A , S T O C K P I L E ST R I P P E D T O P S O I L F O R F U T U R E U S E 75' HIGHWAY CONSTRUCTION SETBACK REQD., SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP RE Q D . , C L E A R A N D G R U B E X I S T I N G VE G E T A T I O N W / I N H A T C H E D A R E A , S T O C K P I L E ST R I P P E D T O P S O I L F O R F U T U R E U S E REQD., SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK REQD., SAWCUT AND REMOVE EXISTING RIBBON CURB TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP EX I S T I N G C O N D I T I O N S / D E M O L I T I O N P L A N C2.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. 1" = 50' 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS. NOTES: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. EXISTING UTILITIES DISCLAIMER: 1. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. TREES FOR REMOVAL ARE MARKED WITH A DEMOLITION "X". 3. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAY FOOTPRINTS. DEMOLITION NOTE: ACCORDING TO THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP NO. 01003C0757 L, DATED APRIL 19, 2019, THE ABOVE DESCRIBED PROPERTY IS LOCATED IN FLOOD HAZARD AREAS "X-UNSHADED" AS DETERMINED BY GRAPHIC SCALING. FLOOD ZONE NOTE: ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 SURVEY PROVIDED BY: :.;: I ITT 0 "' 0 0 "' N 90 oz 0::J __, 0 <( wlI U O (I) ~ 6 <tj Q_,.., - 1Z a, 0 o'-' I ::J <O v I ITT 0 0 -~, ~' :3\ bl ', ~\ ,' ·, 11'\ \\f' ,\ I ~I (' / N0041'16"E 28.59' EX.15"RCP INV(W)=95.45 INV(E)=96.34 24" 0 v, I <O v I LO 0 EX.18"RCP INV(W)=104 24 INV(E)=105.-16 Ovi I <O v I ITT 0 05-46-09-PARCEL 30-0-000-02 FEN,c t-0>:'i'.SJ;,N,~E AND 0.000 O.B NDRTH":iilil:JN E EAST OF CORNER 00 I__, <O <( ..,-cc I LO 0 I 05-46-09-ft~CEL STARLIGHT DEVtOOP00-019.000 MENT LLC FENCE LINE IS 1.7' NORTH OF CORNER I 1 ~R.,709 \ . ' "}\ r '-- ~ OcRs 0 ,;;, i;i rn 9 ~ X -'VVVVV'v- L 7 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E GV WW W W W W W W EE EMORY LN (50' R.O.W. PUBLIC ) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB S 11 75' HIGHWAY CONSTRUCTION SETBACK EM O R Y L N ( 50 ' R . O . W . PU B L I C ) 10 LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB PROPOSED 12" CONCRETE RIBBON CURB EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W PROPOSED TYPICAL BUILDUP ASPHALT PROPOSED COUNTY BUILDUP ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED DRIVEWAY LOCATION GE N E R A L L A Y O U T TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. C3.0 1" = 50' 1. ALL ADA RAMPS AND CROSSWALK STRIPING WITHIN THE R.O.W., AS WELL AS ALL SIDEWALKS SHALL BE CONSTRUCTED AT THIS TIME. SIDEWALK & RAMP NOTES: ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 SITE DATA TABLE STATE OF ALABAMA COUNTY OF BALDWIN CITY OF FAIRHOPE TAX PARCEL ID:05-46-09-30-0-000-021.000 EXISTING ZONING:R-1 - CITY OF FAIRHOPE TOTAL TRACT ACREAGE:±11.42 ACRES LOT DATA: PROPOSED RES. LOTS:13 PROPOSED NET DENSITY:1.14 LOTS/AC AVERAGE RES. LOT SIZE:19,421 SF SMALLEST RES. LOT SIZE:15,000 SF STREET DATA: R.O.W. WIDTH:50' LINEAR FEET OF NEW STREETS:1,017 LF SIDEWALK WIDTH:5' BUILDING SETBACKS: FRONT:40' SIDE:10' SIDE (CORNER LOT):20' REAR:35' COMMON AREA REQUIREMENTS: REQUIRED:PROVIDED: TOTAL COMMON AREA:-4.35 AC USEABLE OPEN SPACE:10%≈1.87 AC (13.6%) STORMWATER MANAGEMENT AREA:-1.30 AC WETLAND AREA:-0.18 AC :.;: I ITT 0 "' 0 0 c-i N 90 oz 0::J __, 0 <( wlI U O (I) ~ 6 <tj Q_,.., 1-Z a, 0 o'-' I ::J <O v I ITT 0 24" 0 R 00 i I ffi - ------ 27" N0041'16~E 28.59' 0 v, I <O v I LO 0 TWIN BEECH ROAD 80' R/W 01/) I <O v I ITT 0 S89"53'5£ 05-4 6 _09 PARCEL -30-0 LAWRENCE 02ioo20.ooc PAULINE l I _ BR703 ----; R725 - • • -BR709 ~ • • 26" • \ : i I ~ OcRs 0 F---:-7 t..:_:_;:1_J D TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS 4.0% SUBGRADE BASE NOTE: 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL. 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER. 3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. 5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) TYPE M-2 (ALDOT) 12" RIBBON CURB ACCESS DRIVE W/IN SECTION ST. R.O.W. COUNTY ASPHALT BUILDUP ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY GEOCON ENGINEERING & MATERIALS TESTING, INC. DATED DECEMBER 30, 2025 PROJECT NO. DL 5149-25. 1. SUBGRADE SOILS BELOW THE ROADWAYS AND 2' BEYOND THE PAVEMENT OR CURB LINE SHALL BE UNDERCUT TO A DEPTH THAT WILL ALLOW FOR PLACEMENT OF 18" OF STRUCTURAL FILL BELOW THE BOTTOM OF BASE ELEVATION. 2. THE FULL WIDTH OF THE TYPICAL SECTION, FROM TIE POINT TO TIE POINT, SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION WITH CITY OF FAIRHOPE. 3. SOLID SOD SHALL BE PROVIDED BETWEEN THE BACK OF CURB AND THE SIDEWALK AND IN ROADSIDE SWALES. 4. EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL RADII POINTS ALONG THE CONCRETE RIBBON CURB, COMBINATION CURB & GUTTER AND SIDEWALKS. EXPANSION JOINT MATERIAL ALSO PROVIDED WHERE CURB ADJOINS CURB INLETS AND WHERE SIDEWALK AND CURB RAMPS ADJOIN EACH OTHER. TYPICAL SECTION NOTES: CONCRETE FOR ALL RIBBON CURB, COMBINATION CURB & GUTTER, AND SIDEWALKS SHALL BE MIN. 3,000 PSI. CONCRETE NOTE: TYPICAL ROADWAY SECTION EMORY LANE STA 2+06 TO STA 10+27 4.0% 4 1 1.5% 1 3 2 4 5 7 9 10 11 1112 13 6 8 TY P I C A L R O A D W A Y S E C T I O N C4.0 1.5% 4 1 4.0%4.0% * THERE IS NO SIDEWALK ON THE RIGHT SIDE OF THE ROADWAY FROM STA 5+05 TO STA 10+27 4.0% 4 1 1.5% 1 3 2 4 5 7 9 1011 1112 136 1.5% 4 1 4.0%4.0% TYPICAL ROADWAY SECTION EMORY LANE STA 0+10 TO STA 2+06 >-I ~ u... 01 RIGHT OF WAY 50' I- :I: (.!) a:': 16' 34' 5' 5' 2' g• g• 1· 4' 20' 18' PAVEMENT EXISTING GROUND/' FINISHED GRADE (NOT TO SCALE) ~I I~ 01 lo I- :I: (.!) a:': -~-w l-~-----------------~~~~~~----~--------------~i3 34' 16' [i:': 5' 5' 20· 4' 1· g• g• 5' 18' PAVEMENT FINISHED GRADE (NOT TO SCALE) I>-~ u... lo I- :I: (.!) a:': 5' 5' 5' /~EXISTING GROUND 24" 24" 5" (OR APPROVED EQUAL) ITEM 424-A, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 3/4" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B, (220 LB/SY) (PER SQ. YD.) ITEM 401-A, BITUMINOUS TREATMENT, TYPE 'A', PRIME COAT(0.25 GAL/SY) (PER SQ. YD.) ITEM 821-A, UPPER GRANULAR SOIL BASE COURSE, TYPE A, ROAD MIXED, 4" MINIMUM COMPACTED THICKNESS (PER SQ. YD.) ITEM 821-A, LOWER GRANULAR SOIL BASE COURSE, TYPE A, ROAD MIXED, 4" MINIMUM COMPACTED THICKNESS, SHALL EXTEND 2' MINIMUM BEYOND BACK OF VALLEY GUTTER (PER SQ. YD.) @ ITEM 230-A, IMPROVED ROADBED PROCESSING (PER STATION) @ ITEM 618-A, CONCRETE SIDEWALK. 5' WIDE. 4" THICKNESS, MINIMUM 3,000 PSI (PER SQ. YD.) (j) ITEM 623-B, CONCRETE RIBBON CURB, 12" WIDE, MINIMUM 3,000 PSI (PER LINEAR FT.) @ ITEM 623-C, CONCRETE COMBINATION CURB & GUTTER, 24" WIDE, MINIMUM 3,000 PSI (PER LINEAR FT.) ITEM 654-A, SOLID SODDING (PER SQ. YD.) ITEM 650-B, TOPSOIL FROM STOCKPILES, MINIMUM 4" COMPACTED THICKNESS (PER CU. YD.) ITEM 210-A, UNCLASSIFIED EXCAVATION (PER CU. YD. IN PLACE) ITEM 210-D, BORROW EXCAVATION, SELECT SAND STRUCTURAL FILL (18" THICK)(PER CU. YD. IN PLACE) AS REQUIRED BY GEOTECHNICAL ENGINEER REPORT DL 5149-25 @ ITEM 210-D, BORROW EXCAVATION, SELECT FILL FROM ON-SITE CUTS (PER CU. YD. IN PLACE) AS REQUIRED BY GEOTECHNICAL ENGINEER REPORT DL 5149-25 4' GRASS SHOULDER / \ ), /, \ 4' \ ' y' ' /. ✓ ✓ .\ 1.15" ALDOT SECTION 424A, SUPERPAVE BITUMINOUS CONCRElE WEARING SURFACE, ~ INCH MAXIMUM AGGREGATE SIZE, ESAL RANGE B (125LB/SY) TACK COAT SECllON 405 (0.10GAL/SY) 2" ALDOT SECTION 4248, SUPERPAVE BITUMINOUS BINDER SURFACE, ~ INCH MAXIMUM AGGREGATE SIZE, ESAL RANGE B (220LB/SY) BITUMINOUS TREAlMENT, SECTION 401-A (0.25GAL/SY) ALDOT SECTION 821 GRANULAR SOIL BASE MAlERIAL. TYPE •A•, ROAD MIXED (100,C STANDARD DENSITY) I I /;..;....--24" A-2-4 STRUCTURAL FILL, (TOP 5• COMPAClED TO 100,; STANDARD DENSITY) (OR APPROVED EQUAL) ALIGNMENT CURVE DATA CURVE # C1 C2 C3 C4 RADIUS 70.00' 80.00' 254.00' 246.00' DELTA ANGLE 90°29'23" 89°30'44" 26°52'28" 26°52'28" CHORD LENGTH 99.42' 112.65' 118.05' 114.33' CHORD BEARING N44°58'11.39"W N45°27'31.13"W N12°44'04.57"E N12°44'04.57"E ARC LENGTH 110.55' 124.98' 119.14' 115.39' TANGENT 70.60' 79.32' 60.69' 58.77' PC STATION 1+51.19 5+08.08 7+27.54 8+46.68 PT STATION 2+61.75 6+33.06 8+46.68 9+62.07 LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB PROPOSED 12" CONCRETE RIBBON CURB EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W PROPOSED TYPICAL BUILDUP ASPHALT PROPOSED COUNTY BUILDUP ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED DRIVEWAY LOCATION OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E GV WW W W W W W W EE EMORY LN (50' R.O.W. PUBLIC ) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB S BEGIN PAVEMENT: EMORY LANE STA 0+10.02 STA=0+00 STA=1+00 STA = 2 + 0 0 ST A = 3 + 0 0 ST A = 4 + 0 0 ST A = 5 + 0 0 STA= 6 + 0 0 STA=7+00 STA=8+ 0 0 STA=9+0 0 STA=10+00 STA=10+38 C1 C2 C3 C4 11 75' HIGHWAY CONSTRUCTION SETBACK EM O R Y L N ( 50 ' R . O . W . PU B L I C ) TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP END PAVEMENT: EMORY LANE STA 10+27.17 10 PC: 1+51.19 PC : 5 + 0 8 . 0 8 PC: 7+27.54 PT: 2+61.75 PT: 6+33.06 PT: 9+62.07 PRC: 8 + 4 6 . 6 8 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. DIMENSION NOTE: DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. AASHTO INTERSECTION SIGHT DISTANCE EMORY LANE TURNOUT REQUIRED @ 35 MPH DESIGN SPEED LEFT-TURN 390' (PER TABLE 9-7) RIGHT-TURN 335' (PER TABLE 9-9) PROVIDED LEFT-TURN >450' RIGHT-TURN >550' 1" = 50' ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 RO A D W A Y A L I G N M E N T P L A N C5.0 :.;: I ITT 0 "' 0 0 "' N 90 oz 0::J __, 0 <( wlI U O (I) ~ 6 <tj Q_,.., 1-Z a, 0 o'-' I ::J <O v I ITT 0 I ~b.' w \ I \ \ N0041'16"E 28.59' R 00 i 0 -- 22' 21· ,---------~-- ' I I I-----! ------ ' I I I ~----- ' I t1'\ !\A L~~---------Rso• r ----! ______ / I " / ! \ I ' : /' \ ,/ / /' ,// ,,1' 27" 24" 26" I I . I- I 13.71± ACRES I I I I I I I I I I I i ' -: 2-,, ~25" -J_ ----0---2~" BR711 0 v, I <O v I LO 0 TWIN BEECH ROAD 80' R/W Ovi I <O v I ITT 0 S89"53'59''W 1,115.33' o- 1 :l <O <( ..,-rn I LO 0 I 05-4 6 _09 PARCEL -30-0 LAWRENCE 02ioo20.ooo PAULINE NORTHEAST 180' (R) N84'29'43~E 167.50' (A) I I I fl i O o : l'i'~ I ,, : • 05-46-0 9 _ft~CEL STARLIGHT DEV~-000-019.000 LOPMENT LLC I 1BR709 . . 20· 26" • -X • • • • • =J ----•••• 4 '{?!;,/, \-.-"7----•• 20·\ ......... ~ OcRs □ . ' . ~ D D LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB PROPOSED 12" CONCRETE RIBBON CURB EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W PROPOSED TYPICAL BUILDUP ASPHALT PROPOSED COUNTY BUILDUP ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED DRIVEWAY LOCATION OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E GV WW W W W W W W EE EMORY LN (50' R.O.W. PUBLIC ) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB S 11 75' HIGHWAY CONSTRUCTION SETBACK BIO - R E T E N T I O N SW A L E A BI O - R E T E N T I O N PO N D B POND F EM O R Y L N ( 50 ' R . O . W . PU B L I C ) TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP 10 REQ'D., PEDESTRIAN CROSSWALK 2' WIDE MARKINGS (WHITE) REQ'D., STOP BAR (CLASS 2, TYPE A) AND 36" STOP SIGN (R1-1) REQ'D., "25 MPH" SPEED LIMIT SIGN (R2-1) REQ'D., H/C RAMP W/ ADA TILE REQ'D., H/C RAMP W/ ADA TILE REQ'D., 5' CONCRETE SIDEWALK REQ'D., 5' CONCRETE SIDEWALK REQ'D., 5' CONCRETE SIDEWALK REQ'D., PEDESTRIAN CROSSWALK 2' WIDE MARKINGS (WHITE) REQ'D., H/C RAMP W/ ADA TILE REQ'D., H/C RAMP W/ ADA TILE REQ'D., STOP BAR (CLASS 2, TYPE A) AND 36" STOP SIGN (R1-1) REQ'D., 24" CONCRETE COMBINATION CURB & GUTTER REQ'D., 24" CONCRETE COMBINATION CURB & GUTTER REQ'D., 12" RIBBON CURB REQ'D., 12" RIBBON CURB REQ'D., 5' CONCRETE SIDEWALK STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. REQD., COUNTY ASPHALT BUILDUP FOR PAVEMENT W/IN SECTION ST. R.O.W. REQ'D., 6' TRANSITION FROM CURB & GUTTER TO RIBBON CURB REQD., 1 - "EMORY LANE" SIGN (D-3) MOUNTED ON TOP OF STOP SIGN POST W/ BRACKET REQD., 1 - "EMORY LANE" SIGN (D-3) MOUNTED ON TOP OF STOP SIGN POST W/ BRACKET DRIVEWAY LOCATION, TYP. BIO-RETENTION SWALE C BI O - R E T E N T I O N S W A L E D BIO-RETENTION SWALE E SI T E P L A N C6.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. POSTED SPEED LIMIT PRESERVE LANE (R2-1) 1. ALL STOP BARS AND PAVEMENT STRIPING SHALL BE WHITE, CLASS 2, TYPE A, THERMOPLASTIC MARKINGS. STRIPING NOTE: PROPER SIGNAGE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AS ADOPTED BY THE ALDOT SHALL BE INSTALLED PRIOR TO RECEIVING FINAL PLAT APPROVAL, AND MAINTAINED IN ALL SUBDIVISIONS, UNTIL SUCH TIME AS ROADS ARE ACCEPTED FOR MAINTENANCE BY THE CITY OF FAIRHOPE PLANNING COMMISSION. ALL PROPOSED SIGNAGE SHALL BE SHOWN AND DETAILED ON THE CONSTRUCTION PLANS. THE FOLLOWING MINIMUM STANDARDS SHALL BE ADHERED TO: 1. R1-1 STOP SIGN - DIAMOND GRADE- MINIMUM 0.080" THICK 36" FOR ALL STREET INTERSECTIONS 2. STREET NAME SIGN - 9" ALUMINUM EXTRUDED BLADE, HIGH INTENSITY PRISMATIC, 6" TALL WHITE CAPITAL AND 5" TALL LOWER CASE LETTERING ON GREEN BACKGROUND BRACKETS - VULCAN TYPE VS-8 VANDAL PROOF OR APPROVED EQUIVALENT; 3. ALL OTHER SIGNS - HIGH INTENSITY PRISMATIC OR BETTER - MINIMUM 0.080" THICK; 4. POSTS FOR STREET SIGNS - 2-1/4" x 2-1/4" GALVANIZED SQUARE POST WITH PRE-DRILLED HOLES (MINIMUM LENGTH 14 FEET) OF APPROPRIATE HEIGHT EMBEDDED NOT LESS THAN 3 FEET BELOW THE FINISHED GRADE ELEVATION, COMPLYING WITH MINIMUM 7 FOOT CLEARANCE BETWEEN GRADE LEVEL AND THE BOTTOM OF THE SIGN. IN NO CASE SHALL THE STREET SIGN BE ATTACHED DIRECTLY TO THE STOP SIGN, BUT INSTEAD IT MUST BE ATTACHED TO THE POST OF THE STOP SIGN ON A SEPARATE BRACKET. NO DECORATIVE SIGN POSTS SHALL BE PERMITTED. SIGNAGE NOTES: 1. ALL ADA RAMPS WITHIN THE R.O.W., AS WELL AS ALL SIDEWALKS SHALL BE CONSTRUCTED AT THIS TIME. SIDEWALK & RAMP NOTES: CONCRETE FOR ALL COMBINATION CURB & GUTTER, RIBBON CURB AND SIDEWALK SHALL BE MIN. 3,000 PSI. CONCRETE NOTE: 1" = 50' ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 :.;: I ITT 0 "' 0 0 "' N 90 oz 0::J __, 0 <( wlI U O (I) ~ 6 <tj Q_,.., 1-Z a, 0 o'-' I ::J <O v I ITT 0 0 R 00 i N0041'16~E 28.59' ~2·•~ ,----! ------------ ' I I-----! ------ ' I I I ~----- ' I t1'\ !\A L ~~--------- ! ______ / ,--9 0• ----i '2" / I I I I I \ ' /' ,/ / /' ,// ,,/' - ------ 27" 24" 26" ~ I I I I . I- 0 v, I <O v I LO 0 Ovi I <O v I ITT 0 o- 1 :l <O <( ..,-rn I LO 0 D-3 STRER NAME COCOR.S : LEGEND BACKGROONO 1::~~ ::~~~~g:; S89"53'59''W 1,115.33' I ! c ~: ~~ TWIN BEECH ROAD 80' R/W 05-4 6 _09 PARCEL -30-0 LAWRENCE 02ioo20.ooo PAULINE L~LU"-------------- ,-------­ I I 21· • 29" 23" -J_ ----0--2~" BR711 r----~ I ------ 1 05-46-0 9 _ft~CEL STARLIGHT DEV~-000-019.000 LOPMENT LLC ( ( __,( w U< er <( ( I CL, ( ( _ BR703 ----: R725 - • • 26" • \ : > i I ~ OcRs □ . . ~ D D ~ ~ D LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB PROPOSED 12" CONCRETE RIBBON CURB EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W PROPOSED TYPICAL BUILDUP ASPHALT PROPOSED COUNTY BUILDUP ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED DRIVEWAY LOCATION OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E C C GV WW W W W W W W C C CC EE EMORY LN (50' R.O.W. PUBLIC ) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM WW W WWW W OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB S 11 75' HIGHWAY CONSTRUCTION SETBACK BIO - R E T E N T I O N SW A L E A BI O - R E T E N T I O N PO N D B POND F EM O R Y L N ( 50 ' R . O . W . PU B L I C ) TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP 10 STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. REQD., SCO-1, 268LF 8" SDR 26 PVC @ 0.40% REQD., SCO-2, 193LF 8" SDR 26 PVC @ 0.40% REQD., SSMH-1, 48" DIA. MANHOLE RIM ELEV (MATCH PAVING) APPROX= 103.57 (E)8" SDR 26 PVC INV (OUT): 98.23 REQD., SSMH-2, 48" DIA. MANHOLE RIM ELEV (MATCH PAVING) APPROX= 105.79 (W)8" SDR 26 PVC INV (IN): 97.16 (S)8" SDR 26 PVC INV (OUT): 97.06 REQD., 1" TYPE 'K' WATER SERVICE W/ 1"x3 4" BRANCH CONNECTOR, TYP. REQD., FIRE HYDRANT ASSEMBLY REQD., 4" SANITARY SEWER LATERAL W/ CLEANOUT REQD., 2 EA. 8" 22.5° BEND REQD., 1" TYPE 'K' WATER SERVICE W/ 1"x3 4" BRANCH CONNECTOR, TYP. REQD., 1" TYPE 'K' WATER SERVICE W/ 1"x3 4" BRANCH CONNECTOR, TYP. REQD., 1" TYPE 'K' WATER SERVICE W/ 1"x3 4" BRANCH CONNECTOR, TYP. REQD., 4" SANITARY SEWER LATERAL W/ CLEANOUT REQD., 4" SANITARY SEWER LATERAL W/ CLEANOUT REQD., FIRE HYDRANT ASSEMBLY REQD., FIRE HYDRANT ASSEMBLY REQD., 2 EA. 8" 45° BEND REQD., 8" 90° BEND REQD., 8" 22.5° BEND REQD., 8" 22.5° BEND REQD., 2 EA. 8" 45° BEND REQD., 3" GATE VALVE & FLUSHING STATION ASSEMBLY REQD., 3" PVC SDR 21 LOW PRESSURE SSFM REQD., 1.5" PE 3608 CTS LOW PRESSURE SSFM, TYP. REQD., 1.5" PE 3608 CTS LOW PRESSURE SSFM, TYP. REQD., 3" PVC SDR 21 LOW PRESSURE SSFM REQD., CORE DRILL AND CONNECT TO EXIST. SSMH W/ JACK-IN-BOOT CONNECTOR INV: 96.29 REQD., CONNECT TO EX. 8" WATER MAIN W/ 8"x8" TAPPING SLEEVE & 8" TAPPING VALVE (COORD. W/ FAIRHOPE UTILITIES) REQD., CONNECT TO EX. 12" SSFM W/ 12"x3" TAPPING SLEEVE & 3" TAPPING VALVE (COORD. W/ FAIRHOPE UTILITIES) REQD., HORIZONTAL DIRECTIONAL DRILL FOR 3" PVC SDR 21 LOW PRESSURE SSFM REQD., CONNECT TO EX. 8" WATER MAIN W/ 8"x8" TAPPING SLEEVE & 8" TAPPING VALVE (COORD. W/ FAIRHOPE UTILITIES) REQD., 8" WATER LINE RAN UNDER STORM PIPE, MAX. CROWN ELEV. 93.45' REQD., 8" WATER LINE RAN UNDER STORM PIPE, MAX. CROWN ELEV. 94.30' BIO-RETENTION SWALE C BI O - R E T E N T I O N S W A L E D BIO-RETENTION SWALE E REQD., 20 LF SECTION OF D.I. CL 52 PIPE AT STORM CROSSING UT I L I T Y P L A N C7.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. EXISTING UTILITIES DISCLAIMER:NOTES TO CONTRACTOR: 1. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 2. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 4. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 5. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDERS. UTILITY WATERLINE NOTES: 1. ALL FIRE HYDRANTS SHALL HAVE A BLUE REFLECTIVE PAVEMENT MARKER (TYPICAL) PLACED ON THE PAVEMENT IN FRONT OF THE HYDRANTS. 2. THE WATER LINE AND SERVICES ARE TO BE INSTALLED WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. THE WATER LINE IS LOCATED 2' BEHIND THE BACK OF SIDEWALK (TYPICAL) OR WHERE SHOWN ON PLAN AND WATER SERVICE METER BOX IS LOCATED 3' OFF THE BACK OF SIDEWALK OR 5' OFF THE BACK OF SIDEWALK WHEN UTILITY LINE IS BEHIND SIDEWALK (TYPICAL). THE SERVICE SYMBOLS ARE NOT SHOWN TO SCALE. 3. ALL WATER LINE MATERIAL TO BE 8" D.I. CLASS 350. WATER SERVICE LINE TO BE 1" TYPE "K" COPPER WITH DOUBLE SERVICE CONNECTION 1" x 3 4" COPPER TO IRON PIPE BRANCH CONNECTOR. 4. WATER LINE BURY DEPTH SHALL BE MIN. 36", WITH MIN. 48" BURY DEPTH UNDER PAVEMENTS. 5. MINIMUM 18 LF OF RESTRAINED PIPE SHALL BE INSTALLED IN EACH DIRECTION FROM ALL VALVES AND FITTINGS. ALL FIRE HYDRANT LEADS SHALL BE 6" RESTRAINED MJDIP FROM MAIN LINE FITTING TO HYDRANT. 6. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL WATER SERVICES, CONNECTIONS, AND FITTINGS. 7. CONTRACTOR SHALL PROVIDE MARKINGS STAMPED INTO THE CURB INDICATING THE WATER SERVICE AND WATER VALVE LOCATIONS. UTILITY SANITARY SEWER NOTES: 1. THE GRAVITY SANITARY SEWER LINE AND SERVICES ARE TO BE INSTALLED WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. THE 4' SANITARY SEWER LATERAL CLEANOUT IS LOCATED 5' OFF THE BACK OF RIGHT-OF-WAY OR 2' OFF THE BACK OF SIDEWALK WHEN SIDEWALK IS BEYOND RIGHT-OF-WAY(TYPICAL). THE SERVICE SYMBOLS ARE NOT SHOWN TO SCALE. 2. GRAVITY SANITARY SEWER LINE MATERIAL TO BE 8" SDR 26 PVC, GREEN IN COLOR. SANITAY SEWER LATERAL MATERIAL TO BE 4" SDR 26 PVC, GREEN IN COLOR. SANITARY SEWER FORCE MAIN MATERIAL TO BE 3" SDR 21 PVC, BLACK IN COLOR W/ GREEN STRIPES. 3. SANITARY SEWER LINE BURY DEPTH SHALL BE PER PLAN, WITH LATERAL MIN. 48" BURY DEPTH. 4. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL SANITARY SEWER SERVICES, CONNECTIONS, AND FITTINGS. 5. CONTRACTOR SHALL PROVIDE MARKINGS STAMPED INTO THE CURB INDICATING THE SEWER LATERAL LOCATIONS. BALDWIN COUNTY R.O.W. UTILITY NOTES: 1. ALL UTILITIES SHALL CONFORM TO THE BALDWIN COUNTY UTILITY MANUAL. 2. ALL UTILITIES INSTALLED WITHIN EXISTING BALDWIN COUNTY RIGHT OF WAYS SHALL REQUIRE A SEPARATE BALDWIN COUNTY UTILITY PERMIT. 3. IRRIGATION BORES TO ISLANDS SHALL BE TYPE 'K' COPPER OR ENCASED AS REQUIRED IN THE BALDWIN COUNTY UTILITY MANUAL. 4. ALL NEW ELECTRICAL SERVICE SHALL BE INSTALLED UNDERGROUND. 5. UTILITY BURY DEPTHS SHALL BE MINIMUM 30" IN ROAD SHOULDERS, 36" UNDER DITCHES, AND 48" UNDER PAVEMENT. 1" = 50' ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50STREET LIGHT NOTE: 1. ALL STREET LIGHTS SHALL COMPLEY WITH THE CITY OF FAIRHOPE 15 FOOT MAXIMUM HEIGHT REQUIREMENT. :.;: I ITT 0 "' 0 0 "' N 90 oz 0::J _, 0 <( wlI U O (I) ~ 6 <1j Q_,,, 1z a, 0 o'-' I ::J '° .,. I ITT 0 N89"41'56''W 15.78' N0041'16~E 28.59' 22' -- 21· !'--_::--::_--_::--::_--_::--::_~----~ I I I I I I I ~-~• ~-~-• ~-~~-~=--- 1 I I I L .. -••- t----: , .. -•--· ! . . - -=------' r e "'· ---i : ~---~ ~~~L 1 I • I I I I I \\ - ---- 27" .);-~"~--------'~- 0 v, I CD .,. I ITT 0 Ovi I '° .,. I ITT 0 o- 1 :l '° <( .,. rn I ITT 0 S89"53'59''W 1,115.33' 05-46-0 9 PARCEL -30-0-LAWRENCE 02i0020.000 PAULINE I BR703 R725 05-46-0 9 _ft~CEL STARLIGHT DEVt000-019.000 OPMENT LLC I I ·'-----------T ______ -:_-~ -. a~s 7: 1· ;;. i i 1! 20" ~ 20· ~ OcRs □ ' ' ~ D D ~ ~ D LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB PROPOSED 12" CONCRETE RIBBON CURB EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W PROPOSED TYPICAL BUILDUP ASPHALT PROPOSED COUNTY BUILDUP ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED DRIVEWAY LOCATION 160.50 T.O.C. 160.00 EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR EXIST. GRADE SPOT ELEVATION PROPOSED 1 FOOT CONTOUR PROPOSED 5 FOOT CONTOUR 159 160 FINISHED GRADE ELEVATION (TOP OF CURB) FINISHED GRADE ELEVATION DRAINAGE DIRECTION PROPOSED RIP RAP W/ FILTER BLANKET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E C C GV WW W W W W W W C C CC EE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM WW W WWW W OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB 878685848382 95 93 94 929190 89 88 8786 86 87 88 89 90 91 92 93 86 87 8 8 88 87 86 85 84 83 82 83 84 84 83 82 85 86 87 90 89 88 87 86 85 84 83 84 83 82 82 83 84 85 86 87 107 106 105 108 105 105104103 104 104 10 6 107 10 5 105104 10 2 99 98 97 96 98 98 99 106105 99 98 97 S 11 MATCH EXIST. +/- 97.61 75' HIGHWAY CONSTRUCTION SETBACK BIO - R E T E N T I O N SW A L E A BI O - R E T E N T I O N PO N D B POND F 81.47 88 88.588.588878685 8382 84 85 . 5 85 . 5 107 108107 10 8 TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP 10 REQD., 4:1 SLOPE ELEV. 88.5'-82' REQD., 4:1 SLOPE ELEV. 88.5'-82' REQD., 4:1 SLOPE ELEV. 93'-85.5' REQD., 3:1 SLOPE ELEV. 106'-97' 10 6 10 5 104 10 2 10 1 10 0 99 98 97 97 98 99 10 0 10 1 102 102 10 1 100 10 1 102 88.50 T.O.B. 88.50 T.O.B. T.O.C. 103.00 102.50 T.O.C. 102.24 101.74 T.O.C. 102.13 101.63 MATCH EXIST. +/- 95.53 MATCH EXIST. +/- 99.41 105.20 106.64 MATCH EXIST. +/- 107.59 MATCH EXIST. +/- 107.62 MATCH EXIST. +/- 107.61 10 7 . 8 3 H P BIO-RETENTION SWALE C BI O - R E T E N T I O N S W A L E D BIO-RETENTION SWALE E REQD., GRASS SWALE W/ 4:1 SIDE SLOPES REQD., GRASS SWALE W/ 4:1 FORESLOPE & 3:1 BACKSLOPE 103 103 103 10 0 10 0 10 3 10 5 10 4 10 3 10 2 10 1 99 98 10 1 10 0 10 6 10 7 ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 GR A D I N G P L A N C8.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. DRAINAGE NOTE: 1. FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE ACTUAL EDGE OF PAVEMENT ELEVATION. 2. MANHOLE STEPS SHALL BE PROVIDED FOR ALL STRUCTURES OVER 4' DEEP. STEPS MUST BE EASILY ACCESSIBLE FROM MANHOLE ACCESS. 3. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL STORM NETWORK STRUCTURE ELEVATIONS AND PIPE INVERTS. 4. THE GRADING PLAN AND ELEVATIONS SHOWN ARE PART OF THE APPROVED DRAINAGE PLAN AND SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION WITH THE CITY OF FAIRHOPE. NOTES TO CONTRACTOR: 1. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 2. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THESE SYSTEMS AND SUBMIT VIDEO TO THE ENGINEER FOR REVIEW. 3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 4. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 5. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDERS. SURVEY PROVIDED BY: BALDWIN COUNTY NOTES: 1. ALL MATERIAL USED FOR BACKFILL WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL BE PLACED IN 8" LIFTS AND MECHANICALLY COMPACTED TO 95% RELATIVE DENSITY. 2. ALL EXPOSED/DISTURBED SOILS WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL HAVE SOLID SOD INSTALLED TO PROVIDE PERMANENT STABILIZATION. 1" = 50' EX.15"RCP INV(W)=95.45 INV(E)=96.34 24" EX.18"RCP INV(W)=104 24 INV(E)=105 .. 16 I /_ I . . . . : .. i . 1 · ~ OcRs 0 ~ ~ D LEGEND BENCHMARK R.O.W. W SS GAS RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. COMMUNICATIONS VAULT EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL OHE GUY CAPPED ROD SET WL EXIST. WETLAND LINE WLB EXIST. WETLAND BUFFER LINE EXIST. MAILBOX PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB PROPOSED 12" CONCRETE RIBBON CURB EXIST. POWER POLE EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT W PROPOSED TYPICAL BUILDUP ASPHALT PROPOSED COUNTY BUILDUP ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED DRIVEWAY LOCATION 160.50 T.O.C. 160.00 EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR EXIST. GRADE SPOT ELEVATION PROPOSED 1 FOOT CONTOUR PROPOSED 5 FOOT CONTOUR 159 160 FINISHED GRADE ELEVATION (TOP OF CURB) FINISHED GRADE ELEVATION DRAINAGE DIRECTION PROPOSED RIP RAP W/ FILTER BLANKET OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E C C GV WW W W W W W W C C CC EE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM WW W WWW W OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB 878685848382 95 93 94 929190 89 88 8786 86 87 88 89 90 91 92 93 86 87 88 88 87 86 85 84 83 82 83 84 84 83 82 85 86 87 90 89 88 87 86 85 84 83 84 83 82 82 83 84 85 86 87 107 106 105 108 105 105104103 104 104 10 6 107 10 5 105104 10 2 99 98 97 96 98 98 99 106105 99 98 97 S 11 75' HIGHWAY CONSTRUCTION SETBACK BIO - R E T E N T I O N SW A L E A BI O - R E T E N T I O N PO N D B POND F MH-1 REQD., 4'x4' JUNCTION BOX RIM ELEV = 105.55 (S)18" RCP INV (IN): 101.55 (E)18" RCP INV (IN): 101.26 (W)18" RCP INV (OUT): 100.93 CB-3 REQD., 24" DOME GRATE INLET RIM ELEV = 103.00 (E & W)8" PVC UNDERDRAIN INV (IN): 100.00 (SW)18" RCP INV (OUT): 100.00 MH-3 REQD., 4'x4' JUNCTION BOX RIM ELEV = 98.50 (E)22"x14" RCAP INV (IN): 95.32 (S)22"x14" RCAP INV (IN): 94.02 (W)22"x14" RCAP INV (OUT): 94.02 MH-2 REQD., 4'x4' JUNCTION BOX RIM ELEV = 101.00 (E)EXIST. 18" RCP INV (IN): +/- 98.58 (W)22"x14" RCAP INV (OUT): 97.00 CB-8 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 101.70 (E)24" RCP INV (IN): 92.10 (S)24" RCP INV (IN): 93.45 (N)18" RCP INV (IN): 93.87 (W)30" RCP INV (OUT): 91.00 END-2 REQD., 4:1 30" PIPE END TREATMENT & 15 SY CL II RIP-RAP, 24" THICK W/ FABRIC INV. 85.91 END-6 REQD., 4:1 36" PIPE END TREATMENT & 43 SY CL II RIP-RAP, 24" THICK W/ FABRIC INV. 81.30 END-5 REQD., 4:1 18" PIPE END TREATMENT & 5 SY CL II RIP-RAP, 24" THICK W/ FABRIC INV. 81.47 CB-5 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 102.00 (E)24" RCP INV (IN): 94.88 (N)24" RCP INV (OUT): 94.88 CB-4 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 103.70 (NE)18" RCP INV (IN): 99.74 (E)18" RCP INV (IN): 97.70 (W)24" RCP INV (OUT): 97.20 CB-2 REQD., 24" DOME GRATE INLET RIM ELEV = 105.25 (S)8" PVC UNDERDRAIN INV (IN): 102.00 (N)18" RCP INV (OUT): 102.00 CB-9 REQD., 24" DOME GRATE INLET RIM ELEV = 97.00 (N)22"x14" RCAP INV (OUT): 94.13 CB-10 REQD., 30" DOME GRATE INLET RIM ELEV = 98.00 (E)8" PVC UNDERDRAIN INV (IN): 94.00 (S)18" RCP INV (OUT): 94.00 END-3 REQD., 4:1 22"x14" PIPE END TREATMENT INV. 92.54 CB-1 REQD., 24" DOME GRATE INLET RIM ELEV = 106.00 (E & SW)8" PVC UNDERDRAIN INV (IN): 102.00 (W)18" RCP INV (OUT): 101.98 OS-1 REQD., 72" DIA. OUTFALL STRUCTURE RIM ELEV = 86.00 (S)18" RCP INV (IN): 81.41 (N)36" RCP INV (OUT): 81.41 CB-6 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 100.00 (S)18" RCP INV (OUT): 96.00 MH-4 REQD., 4'x4' JUNCTION BOX RIM ELEV = 91.50 (E)30" RCP INV (IN): 86.50 (W)30" RCP INV (OUT): 86.00 OS-2 REQD., 72" DIA. OUTFALL STRUCTURE RIM ELEV = 86.00 (N)36" RCP INV (OUT): 81.41 END-7 REQD., 4:1 36" PIPE END TREATMENT INV. 81.30 REQD., CO-18, 44LF 36" RCP @ 0.25% CB-11 REQD., 30" DOME GRATE INLET RIM ELEV = 86.25 (E)8" PVC UNDERDRAIN INV (IN): 82.50 (NW)24" RCP INV (OUT): 82.49 END-8 REQD., 4:1 24" PIPE END TREATMENT & 10 SY CL II RIP-RAP, 24" THICK W/ FABRIC INV. 82.40 REQD., CO-19, 44LF 24" RCP @ 0.20% REQD., CO-8, 158LF 18" RCP @ 0.50% REQD., CO-9, 31LF 24" RCP @ 2.00% REQD., CO-10, 180LF 30" RCP @ 2.50% REQD., CO-6, 57LF 24" RCP @ 2.50% REQD., CO-5, 154LF 24" RCP @ 1.50% REQD., CO-4, 53LF 18" RCP @ 0.50% REQD., CO-2, 45LF 18" RCP @ 1.00% REQD., CO-3, 215LF 18" RCP @ 1.50% REQD., CO-17, 44LF 36" RCP @ 0.25% REQD., CO-16, 11LF 18" RCP @ 0.50% REQD., CO-7, 213LF 18" RCP @ 1.00% REQD., CO-12, 28LF 22" x 14" RCAP @ 6.00% REQD., CO-14, 99LF 22" x 14" RCAP @ 1.50% REQD., CO-1, 71LF 18" RCP @ 1.00% REQD., CO-13, 22LF 22" x 14" RCAP @ 0.50% REQD., CO-11, 35LF 30" RCP @ 0.25% 88 88.588.588878685 8382 84 85 . 5 85 . 5 107 108107 10 8 10CB-7 REQD., 24" DOME GRATE INLET RIM ELEV = 100.79 (N)18" RCP INV (IN): 93.21 (W)24" RCP INV (OUT): 92.71 10 6 10 5 104 10 2 10 1 10 0 99 98 97 97 98 99 10 0 10 1 102 102 10 1 100 10 1 102 REQD., 8" PERFORATED PVC UNDERDRAIN REQD., 8" CLEAN OUT INV. 82.75 REQD., WASHED COARSE SAND, 30" THICK REQD., 2 EA. 8" CLEAN OUT INV. 82.75 REQD., 8" PERFORATED PVC UNDERDRAIN REQD., 4 EA. 8"x8" TEE WYE REQD., 8" CLEAN OUT INV. 82.60 REQD., 8" CLEAN OUT INV. 82.60 REQD., ENERGY DISSIPATOR POOL, MIN. INVERT 82.00 W/ 285 SY CL III RIP-RAP, 32" THICK AND FABRIC REQD., 45 SY CL II RIP-RAP CHECK DAM & FABRIC TOP OF DAM ELEV. 86.50 REQD., 8" PERFORATED PVC UNDERDRAIN REQD., 8" CLEAN OUT INV. 102.05 REQD., 8" PERFORATED PVC UNDERDRAIN REQD., 8" CLEAN OUT INV. 102.05 REQD., 8" CLEAN OUT INV. 102.05 REQD., 8" PERFORATED PVC UNDERDRAIN REQD., 8" CLEAN OUT INV. 100.05 REQD., 8" CLEAN OUT INV. 100.05 REQD., WASHED COARSE SAND, 30" THICK REQD., WASHED COARSE SAND, 30" THICK REQD., WASHED COARSE SAND, 30" THICK REQD., WASHED COARSE SAND, 30" THICK BIO-RETENTION SWALE C BI O - R E T E N T I O N S W A L E D BIO-RETENTION SWALE E REQD., 8" CLEAN OUT INV. 94.10 REQD., 8" CLEAN OUT INV. 94.10 REQD., 8" PERFORATED PVC UNDERDRAIN 103 103 103 10 0 10 0 103 10 5 10 4 10 3 10 2 10 1 99 98 10 1 10 0 10 6 10 7 ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 DR A I N A G E P L A N C9.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. DRAINAGE NOTE: 1. FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE ACTUAL EDGE OF PAVEMENT ELEVATION. 2. MANHOLE STEPS SHALL BE PROVIDED FOR ALL STRUCTURES OVER 4' DEEP. STEPS MUST BE EASILY ACCESSIBLE FROM MANHOLE ACCESS. 3. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL STORM NETWORK STRUCTURE ELEVATIONS AND PIPE INVERTS. 4. THE GRADING PLAN AND ELEVATIONS SHOWN ARE PART OF THE APPROVED DRAINAGE PLAN AND SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION WITH THE CITY OF FAIRHOPE. NOTES TO CONTRACTOR: 1. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 2. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THESE SYSTEMS AND SUBMIT VIDEO TO THE ENGINEER FOR REVIEW. 3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 4. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 5. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDERS. SURVEY PROVIDED BY: BALDWIN COUNTY NOTES: 1. ALL MATERIAL USED FOR BACKFILL WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL BE PLACED IN 8" LIFTS AND MECHANICALLY COMPACTED TO 95% RELATIVE DENSITY. 2. ALL EXPOSED/DISTURBED SOILS WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL HAVE SOLID SOD INSTALLED TO PROVIDE PERMANENT STABILIZATION. 1" = 50' ,--'--'-""'-,~- l o,>""' .) d EX.18"RCP INV(W)-1 04.24 INV(E)= 1 05.1 6 I t~i-1.':k : ,o:'S-1(v ~ OcRs ~ L_:2_] D ----1!!0- WATIIER SURVE PROFESSIONAL LA YING, INC. ND SURVEYORS 4318 Downtowner L N , Moblle, Alabcma 36= ., Suite H 251-342-2640 STRUCTURE TABLE STRUCTURE NAME: END-2 END-3 END-5 END-6 END-7 END-8 DETAILS: INV IN = 85.91 INV IN = 92.54 INV OUT = 81.47 INV IN = 81.30 INV IN = 81.30 INV IN = 82.40 PIPES IN: CO-11, 30" RCP INV IN =85.91 CO-14, 22" RCAP INV IN =92.54 CO-17, 36" RCP INV IN =81.30 CO-18, 36" RCP INV IN =81.30 CO-19, 24" RCP INV IN =82.40 PIPES OUT CO-16, 18" RCP INV OUT =81.47 STRUCTURE TABLE STRUCTURE NAME: CB-1 CB-2 CB-3 CB-7 CB-9 CB-10 CB-11 MH-1 MH-2 MH-3 MH-4 OS-1 OS-2 DETAILS: RIM = 106.00 INV OUT = 101.98 RIM = 105.25 INV OUT = 102.00 RIM = 103.00 INV OUT = 100.00 RIM = 100.79 INV IN = 93.21 INV OUT = 92.71 RIM = 97.00 INV OUT = 94.13 RIM = 98.00 INV OUT = 94.00 RIM = 86.25 INV OUT = 82.49 RIM = 105.55 INV IN = 101.55 INV IN = 101.26 INV OUT = 100.93 RIM = 101.00 INV OUT = 97.00 RIM = 98.50 INV IN = 95.32 INV IN = 94.02 INV OUT = 94.02 RIM = 91.50 INV IN = 86.50 INV OUT = 86.00 RIM = 86.00 INV IN = 81.41 INV OUT = 81.41 RIM = 86.00 INV OUT = 81.41 PIPES IN: CO-8, 18" RCP INV IN =93.21 CO-2, 18" RCP INV IN =101.55 CO-1, 18" RCP INV IN =101.26 CO-12, 22" RCAP INV IN =95.32 CO-13, 22" RCAP INV IN =94.02 CO-10, 30" RCP INV IN =86.50 CO-16, 18" RCP INV IN =81.41 PIPES OUT CO-1, 18" RCP INV OUT =101.98 CO-2, 18" RCP INV OUT =102.00 CO-4, 18" RCP INV OUT =100.00 CO-9, 24" RCP INV OUT =92.71 CO-13, 22" RCAP INV OUT =94.13 CO-8, 18" RCP INV OUT =94.00 CO-19, 24" RCP INV OUT =82.49 CO-3, 18" RCP INV OUT =100.93 CO-12, 22" RCAP INV OUT =97.00 CO-14, 22" RCAP INV OUT =94.02 CO-11, 30" RCP INV OUT =86.00 CO-17, 36" RCP INV OUT =81.41 CO-18, 36" RCP INV OUT =81.41 STRUCTURE TABLE STRUCTURE NAME: CB-4 CB-5 CB-6 CB-8 DETAILS: THROAT = 103.70 INV IN = 99.74 INV IN = 97.70 INV OUT = 97.20 THROAT = 102.00 INV IN = 94.88 INV OUT = 94.88 THROAT = 100.00 INV OUT = 96.00 THROAT = 101.70 INV IN = 92.10 INV IN = 93.45 INV IN = 93.87 INV OUT = 91.00 PIPES IN: CO-4, 18" RCP INV IN =99.74 CO-3, 18" RCP INV IN =97.70 CO-5, 24" RCP INV IN =94.88 CO-9, 24" RCP INV IN =92.10 CO-6, 24" RCP INV IN =93.45 CO-7, 18" RCP INV IN =93.87 PIPES OUT CO-5, 24" RCP INV OUT =97.20 CO-6, 24" RCP INV OUT =94.88 CO-7, 18" RCP INV OUT =96.00 CO-10, 30" RCP INV OUT =91.00 STRUCTURE TABLE STRUCTURE NAME: SSMH-1 SSMH-2 DETAILS: RIM = 103.57 INV OUT = 98.23 RIM = 105.79 INV IN = 97.16 INV OUT = 97.06 PIPES IN: SCO-1, 8" SDR 26 PVC INV IN =97.16 PIPES OUT SCO-1, 8" SDR 26 PVC INV OUT =98.23 SCO-2, 8" SDR 26 PVC INV OUT =97.06 SA N I T A R Y A N D S T O R M N E T W O R K T A B L E C10.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. N/A SANITARY NETWORK TABLESTORM NETWORK TABLESTORM NETWORK TABLE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHE OHE OHEOHE C C GV W W W W W C C C EM O R Y L N ( 50 ' R . O . W . PU B L I C ) OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE SS F M SS F M SS F M SS F M SS F M SS F M SS F M W W WW 1 4 5 6 2 7 12 13 9 3 8 SS F M SS F M SS F M SS F M SS F M SS F M SS F M CO M M O N A R E A 2 S ST A = 0 + 0 0 ST A = 1 + 0 0 STA = 2 + 0 0 STA=3+00 STA=4+00 STA=5+00 ST A = 6 + 0 0 ST A = 7 + 0 0 ST A = 8 + 0 0 ST A = 9 + 0 0 ST A = 1 0 + 0 0 ST A = 1 0 + 3 8 C1 C2 C3 C4 11 BEGIN PAVEMENT: EMORY LANE (MAIN) STA 0+10.02 END PAVEMENT: EMORY LANE (MAIN) STA 10+27.17 75' HI G H W A Y C O N S T R U C T I O N S E T B A C K BIO-R E T E N T I O N SWAL E A EMORY LN (50' R.O.W. PUBLIC ) 10 REQD., CB-1 REQD., MH-1 REQD., CB-2 REQD., CB-4 REQD., CB-3 REQD., CB-5 REQD., CB-8 REQD., MH-2 REQD., CB-7 REQD., CB-6 REQD., MH-3 REQD., CB-10 REQD., CB-9 REQD., END-3 PC: 1+51.19 PC: 5+08.08 PC : 7 + 2 7 . 5 4 PT: 2+61.75 PT : 6 + 3 3 . 0 6 PT : 9 + 6 2 . 0 7 PR C : 8 + 4 6 . 6 8 BI O - R E T E N T I O N S W A L E C BIO-RETENTION SWALE D BI O - R E T E N T I O N S W A L E E 80 85 90 95 100 105 110 115 120 80 85 90 95 100 105 110 115 120 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+38 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+38 1.50%-0.90% -1.70% -0.50% -1.13% -1.15% -0.50% -0.90% -2.00% 2.00% GRADE BREAK STA = 0+10.05 EL = 107.59 GR A D E B R E A K S T A = 1 0 + 2 7 . 1 7 EL = 9 7 . 6 1 VPI STA = 2+61.75 EL = 104.76 L = 50.00' K = 41.67 G1 = -1.70% G2 = -0.50% VPI STA = 6+88 EL = 101.18 L = 30.00' K = 46.24 G1 = -1.15% G2 = -0.50% VPI STA = 10+12.50 EL = 97.32 L = 25.00' K = 6.26 G1 = -2.00% G2 = 2.00% VPI STA = 1+30 EL = 107.00 L = 40.00' K = 50.29 G1 = -0.90% G2 = -1.70% VPI STA = 4+63 EL = 103.76 L = 30.00' K = 47.29 G1 = -0.50% G2 = -1.13% VPI STA = 5+30 EL = 103.00 L = 30.00' K = 2087.68 G1 = -1.13% G2 = -1.15% VPI STA = 7+74 EL = 100.75 L = 30.00' K = 75.00 G1 = -0.50% G2 = -0.90% VPI STA = 8+95 EL = 99.66 L = 50.00' K = 45.65 G1 = -0.90% G2 = -2.00% VPI STA = 0+30.62 EL = 107.90 L = 25.00' K = 10.39 G1 = 1.50% G2 = -0.90% HP S T A = 0 + 3 3 . 7 2 EL = 1 0 7 . 8 3 LP S T A = 1 0 + 1 2 . 4 9 EL = 9 7 . 4 4 VP C S T A = 1 + 1 0 EL = 1 0 7 . 1 8 VP T S T A = 1 + 5 0 EL = 1 0 6 . 6 6 VP C S T A = 4 + 4 8 EL = 1 0 3 . 8 3 VP T S T A = 4 + 7 8 EL = 1 0 3 . 5 8 VP C S T A = 5 + 1 5 EL = 1 0 3 . 1 7 VP T S T A = 5 + 4 5 EL = 1 0 2 . 8 2 VP C S T A = 7 + 5 9 EL = 1 0 0 . 8 2 VP T S T A = 7 + 8 9 EL = 1 0 0 . 6 2 VP C S T A = 8 + 7 0 EL = 9 9 . 8 9 VP T S T A = 9 + 2 0 EL = 9 9 . 1 6 VPC STA = 0+18.12 EL = 107.71 VPT STA = 0+43.12 EL = 107.79 VP C S T A = 2 + 3 6 . 7 5 EL = 1 0 5 . 1 9 VP T S T A = 2 + 8 6 . 7 5 EL = 1 0 4 . 6 4 VP C S T A = 6 + 7 3 EL = 1 0 1 . 3 5 VP T S T A = 7 + 0 3 EL = 1 0 1 . 1 0 VPC STA = 10+00 EL = 97.57 VPT STA = 10+25 EL = 97.57 FINISHED GRADE CB-1 REQD., 24" DOME GRATE INLET RIM ELEV = 106.00 (W)18" RCP INV (OUT): 101.98 REQD., CO-1, 71LF 18" RCP @ 1.00% MH-1 REQD., 4'x4' JUNCTION BOX RIM ELEV = 105.55 (S)18" RCP INV (IN): 101.55 (E)18" RCP INV (IN): 101.26 (W)18" RCP INV (OUT): 100.93 REQD., CO-3, 2 1 5 L F 1 8 " R C P @ 1 . 5 0 % CB-4 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 103.70 (NE)18" RCP INV (IN): 99.74 (E)18" RCP INV (IN): 97.70 (W)24" RCP INV (OUT): 97.20 REQD., CO-5, 154LF 24" RCP @ 1.50% CB-5 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 102.00 (E)24" RCP INV (IN): 94.88 (N)24" RCP INV (OUT): 94.88 REQD., CO-6, 57LF 24" RCP @ 2.50% CB-8 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 101.70 (E)24" RCP INV (IN): 92.10 (S)24" RCP INV (IN): 93.45 (N)18" RCP INV (IN): 93.87 (W)30" RCP INV (OUT): 91.00 REQD., CO-7, 213LF 1 8 " R C P @ 1 . 0 0 % CB-6 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 100.00 (S)18" RCP INV (OUT): 96.00 [CROSSING PIPE: 99LF 22"x14" RCAP @ 1.50%] STA 10+15.50 TOP: 95.02 BOTTOM: 93.37 8" D.I. WATER LINE ALIGNMENT CURVE DATA CURVE # C1 C2 C3 C4 RADIUS 70.00' 80.00' 254.00' 246.00' DELTA ANGLE 90°29'23" 89°30'44" 26°52'28" 26°52'28" CHORD LENGTH 99.42' 112.65' 118.05' 114.33' CHORD BEARING N44°58'11.39"W N45°27'31.13"W N12°44'04.57"E N12°44'04.57"E ARC LENGTH 110.55' 124.98' 119.14' 115.39' TANGENT 70.60' 79.32' 60.69' 58.77' PC STATION 1+51.19 5+08.08 7+27.54 8+46.68 PT STATION 2+61.75 6+33.06 8+46.68 9+62.07 PL A N A N D P R O F I L E - E M O R Y L A N E C11.0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' DRAINAGE NOTE: 1. FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE ACTUAL EDGE OF PAVEMENT ELEVATION. 2. MANHOLE STEPS SHALL BE PROVIDED FOR ALL STRUCTURES OVER 4' DEEP. STEPS MUST BE EASILY ACCESSIBLE FROM MANHOLE ACCESS. 3. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL STORM NETWORK STRUCTURE ELEVATIONS AND PIPE INVERTS. 4. THE GRADING PLAN AND ELEVATIONS SHOWN ARE PART OF THE APPROVED DRAINAGE PLAN AND SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION WITH THE CITY OF FAIRHOPE. H:1"=50' / V:1"=5' 30 V @ - - - V :i . - c ' ' \ \ ' \ ' J / t " ) \ ' \ • .. . . . . , _ J _ ", .. ,« - . . "" ~ ; • .. ,, , . ., , . - - , ; ~ ) - - - - - - / • ; \ i~ : l ( ; ~~ ~ ~ \ ~~ ;. . : :t - - !i i i i : r ~: ~§ ~a : q ·! - 1 . c, : ~g \ ") · · ~ ) ( I: ~' J ~ ~ . t t I ·~ ~ . : : ~ U) 0 Ji 0 S8 9 ' 5 3 ' 5 9 " W 1, 1 'n " ' ~ = , ~ n c - - - - ' - - - 80 ' R, / W 05 - 4 6 - 0 9 PA R C E L - 3 0 - 0 - 0 0 0 LA W R E N C E AN D 0 2 0 . 0 0 0 PA U L I N E ~ - r 7 ' , ~ , - , - - - t - - , I ;' r // / ,, // / _, / I ,_ / ( / ·1 ( I ) , , ( v• J, I / I L ,, c _ _ _ _ _ _ : c c - - -- l _ \ \ .J ,, ', , , - , , - - - - - - - - - ' , _ , -" / ' T ~- ~ ; ; ~ = - ~ - ~ : = : = : ~ -- . 6 - Y _ ~ ; ) . ' . ) -1 - -i- + - ! - - , i . - - t : 'l ! H , ( / ~ ( '· / r \. - _ r __ _ _ _ _ _ :: f ~ ~ - - • " I I • .. • " r ) ., _·J ~, - 2 0 " • :; -- \ 2• · -~ ~ Pl , ( f t ' ' ~ ' - / \ : ' ( > f S< 3 ~ \ t , J ' 1· 2' ' ~ . . L . - - . . . , - ~ - - · , , r _ , / \ ~--< l " t ,· \ ~ Y . .. :. , . _ .. , _ i - - - t h l ~ " w1 · / • - ~ _ ' _ . ' • ': ' · - • • • c C . w .. : : . . . . . . ~ \~ ~ - ✓ ' - ~ v/ _ , _ - , _ , ; · • __ S : •• -. __ -½ i j: E } f f : ' j i £ 4 ~ ~ \ / -. ! \ ·, \ • / 1 ' .,_ ,I i ' -- i ·: • \ \ · - L~ , ) ·. ' ' ,, u \ / ·- - ' :, \ <' ; 2 , · _- _ - r· - - 1 • .I ' ( ' i I , " • " ' ( ( ._ · ! / , - - : ) - - _.- · .! .· :: ~ I / ( ' I J I ( ' , / , . • - - I ' \o . . _ ,, ,i j / 0 -- •! I • : ~g 1 i -2 ' ' / ! " . {, · 46 " \ j -; : - c c - ' - - j - - L - - : : . ~ - J / ~ - \1 , ~ \\ - - - - C ~ , _, _ , _ ~ 22 " M -: - ~ 1 : . . . . - -- = .; : , " _- - - " ~ ~ 0. . . /) C ! . - L '" " " " " - - - ~ ,. , '1 7" '- ) \ \ ; -- - ·_ 1 \' • - , / / \ / i I 1di I I I :1 I '• ( I I) ~ ~ ~- t- + - I I I I I I I I -- - ; - - - - - , ; , -- \ \ / ~ 1f -ll I \ iw ± I E E II ll + H- - - ± IE E _. ) i II I f r fE - f H m -- - , ,J:k / /~ . I + f H I ~ .. i + ] f f C l- OH E OH E C CC EE EMORY LN (50' R.O.W. PUBLIC ) OU T P A R C E L 145 6 2 7 12 13 3 WL WL WL WL WL B WL B S 11 EM O R Y L N ( TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP 10 REQD., SSMH-1 REQD., SSMH-2 ST A = 0 + 0 0 ST A = 1 + 0 0 ST A = 2 + 0 0 STA=3+0 0 STA=4+0 0 STA=4+92 85 90 95 100 105 110 115 85 90 95 100 105 110 115 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+92 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+92 FINISHED GRADE REQD., SSMH-1, 48" DIA. MANHOLE RIM ELEV (MATCH PAVING) APPROX= 103.57 (E)8" SDR 26 PVC INV (OUT): 98.23 REQD., SSMH-2, 48" DIA. MANHOLE RIM ELEV (MATCH PAVING) APPROX= 105.79 (W)8" SDR 26 PVC INV (IN): 97.16 (S)8" SDR 26 PVC INV (OUT): 97.06 REQD., SCO-1, 268LF 8" SDR 26 PVC @ 0.40% REQD., SCO-2, 193LF 8" SDR 26 PVC @ 0.40% (N)8" SDR 26 PVC INV (IN): 96.29 REQD., CORE DRILL AND CONNECT TO EXIST. SSMH W/ JACK-IN-BOOT CONNECTOR [CROSSING PIPE: 53LF 18" RCP @ 0.50%] STA 0+69.57 TOP: 101.51 BOTTOM: 99.60 [CROSSING PIPE: 71LF 18" RCP @ 1.00%] STA 2+95.50 TOP: 103.05 BOTTOM: 101.14 (MINIMUM 18" SEPARATION AT CROSSING) REQD., 20 LF D.I. CL 52 @ 0.40% TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' PL A N A N D P R O F I L E - S A N I T A R Y S E W E R C12.0 H:1"=50' / V:1"=5' t S< -;t-1L1--(+-c~ • ,) i 1 I 'l' I f . , \ \ X .. ---/ / 20' ~ 20· ,f' ~ ,, ' ____ -"--_/ '··-, 20", · • ·, -._// ~ CC 50 ' R . O . W . ) 1 2 12 13 107 106 105 10 8 105 106 107 105 S ST A = 0 + 0 0 ST A = 1 + 0 0 ST A = 1 + 6 5 10 7 10 8 10 7 108 TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP REQD., CB-1 REQD., MH-1 REQD., CB-2 10 5 . 2 0 10 6 . 6 4 MA T C H E X I S T . +/ - 1 0 7 . 6 2 107.83 HP BI O - R E T E N T I O N S W A L E C BIO-RETENTION SWALE D 106 107 85 90 95 100 105 110 115 120 85 90 95 100 105 110 115 120 0+00 0+50 1+00 1+50 0+00 0+50 1+00 1+50 MH-1 REQD., 4'x4' JUNCTION BOX RIM ELEV (MATCH PAVING) APPROX= 105.55 (S)18" RCP INV (IN): 101.55 (E)18" RCP INV (IN): 101.26 (W)18" RCP INV (OUT): 100.93 REQD., CO-2, 45LF 18" RCP @ 1.00% CB-2 REQD., 24" DOME GRATE INLET RIM ELEV = 105.25 (S)8" PVC UNDERDRAIN INV (IN): 102.00 (N)18" RCP INV (OUT): 102.00 FINISHED GRADE EMO R Y L N ( 50' R . O . W . PUB L I C ) 4 12 3 10 5 105 104 103 104 104 105 104 106 11 ST A = 0 + 0 0 ST A = 1 + 0 0 ST A = 1 + 1 4 TP TP TP TP TP TP TP TP REQD., CB-4 REQD., CB-3 T.O. C . 1 0 3 . 0 0 102. 5 0 BIO- R E T E N T I O N S W A L E E 10 3 85 90 95 100 105 110 115 85 90 95 100 105 110 115 -0+250+000+501+001+25 -0+250+000+501+001+25 FINISHED GRADE CB-3 REQD., 24" DOME GRATE INLET RIM ELEV = 103.00 (E & W)8" PVC UNDERDRAIN INV (IN): 100.00 (SW)18" RCP INV (OUT): 100.00 REQD., CO-4, 53LF 18" RCP @ 0.50% CB-4 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 103.70 (NE)18" RCP INV (IN): 99.74 (E)18" RCP INV (IN): 97.70 (W)24" RCP INV (OUT): 97.20 [CROSSING PIPE: 268LF 8" D.I. CL 52 @ 0.40%] STA 0+70.44 TOP: 98.70 BOTTOM: 97.99 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' DRAINAGE NOTE: 1. FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE ACTUAL EDGE OF PAVEMENT ELEVATION. 2. MANHOLE STEPS SHALL BE PROVIDED FOR ALL STRUCTURES OVER 4' DEEP. STEPS MUST BE EASILY ACCESSIBLE FROM MANHOLE ACCESS. 3. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL STORM NETWORK STRUCTURE ELEVATIONS AND PIPE INVERTS. 4. THE GRADING PLAN AND ELEVATIONS SHOWN ARE PART OF THE APPROVED DRAINAGE PLAN AND SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION WITH THE CITY OF FAIRHOPE. PL A N A N D P R O F I L E - S T O R M N E T W O R K C13.0 H:1"=50' / V:1"=5' " -=::qp i! <.::£r---.. // t \ A-/ I Vertical Scale: 1" = 5' 65 70 75 80 85 90 95 100 105 110 65 70 75 80 85 90 95 100 105 110 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+48 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+48 REQD., CO-10, 180LF 30" RCP @ 2.50% END-2 REQD., 4:1 30" PIPE END TREATMENT & 15 SY CL II RIP-RAP, 24" THICK W/ FABRIC INV. 85.91 CB-8 REQD., NEENAH R-3067 CURB INLET THROAT ELEV = 101.70 (E)24" RCP INV (IN): 92.10 (S)24" RCP INV (IN): 93.45 (N)18" RCP INV (IN): 93.87 (W)30" RCP INV (OUT): 91.00 REQD., CO-9, 31LF 24" RCP @ 2.00% CB-7 REQD., 24" DOME GRATE INLET RIM ELEV = 100.79 (N)18" RCP INV (IN): 93.21 (W)24" RCP INV (OUT): 92.71 REQD., CO-8, 158LF 18" RCP @ 0.50% CB-10 REQD., 30" DOME GRATE INLET RIM ELEV = 98.00 (E)8" PVC UNDERDRAIN INV (IN): 94.00 (S)18" RCP INV (OUT): 94.00 FINISHED GRADE REQD., CO-11, 35LF 30" RCP @ 0.25% MH-4 REQD., 4'x4' JUNCTION BOX RIM ELEV = 91.50 (E)30" RCP INV (IN): 86.50 (W)30" RCP INV (OUT): 86.00 8" D.I. WATER LINE 3" PVC SSFM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E EMORY LN (50' R.O.W. PUBLIC ) 6 7 12 13 9 8 COMMON AREA 1 COMMON AREA 2 878685848382 86 87 88 89 90 91 92 93 86 87 88 88 87 86 85 84 83 82 83 90 89 88 87 86 85 84 83 84 83 82 82 83 84 85 86 87 105 105104103 104 104 10 6 105104 10 2 99 106105 99 11 ST A = 0 + 0 0 ST A = 1 + 0 0 ST A = 2 + 0 0 STA=3+00 STA=4+00 STA=4+48 BIO - R E T E N T I O N SW A L E A BI O - R E T E N T I O N PO N D B POND F EM O R Y L N ( 50 ' R . O . W . PU B L I C ) 88 88.588.588878685 8382 84 85 . 5 85 . 5 TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP 10 REQD., MH-1 REQD., CB-2 REQD., CB-3 REQD., CB-5 REQD., CB-8 REQD., CB-7 REQD., CB-6 REQD., CB-10 REQD., MH-4 REQD., END-2 REQD., CB-11 REQD., OS-1 REQD., END-6 REQD., OS-2 REQD., END-8 REQD., END-5 REQD., END-7 10 6 10 5 104 10 2 10 1 99 98 97 97 98 99 10 0 10 1 102 102 10 1 100 10 1 10 2 BIO-RETENTION SWALE E 103 103 103 10 0 10 0 103 10 5 10 4 10 399 98 10 1 10 0 TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' DRAINAGE NOTE: 1. FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE ACTUAL EDGE OF PAVEMENT ELEVATION. 2. MANHOLE STEPS SHALL BE PROVIDED FOR ALL STRUCTURES OVER 4' DEEP. STEPS MUST BE EASILY ACCESSIBLE FROM MANHOLE ACCESS. 3. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL STORM NETWORK STRUCTURE ELEVATIONS AND PIPE INVERTS. 4. THE GRADING PLAN AND ELEVATIONS SHOWN ARE PART OF THE APPROVED DRAINAGE PLAN AND SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION WITH THE CITY OF FAIRHOPE. PL A N A N D P R O F I L E - S T O R M N E T W O R K C13.1 H:1"=50' / V:1"=5' -------- ,,., 0 0 "' N 00 I !i ~ ')\t \\' ;; ~~~.. .··· ' 1 ,~,,\}~, it . 1~1:, 21~n) 05-46-09- LAV, OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E C C GV WW W W W W W W C C CC EE EMORY LN (50' R.O.W. PUBLIC ) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM WW W WWW W OH E OU T P A R C E L 145 6 2 7 12 13 9 3 8 SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM COMMON AREA 1 COMMON AREA 2 COMMON AREA 2 WL WL WL WL WL WL WL WL WL WL WL B WL B WLB WLB S *SEE LANDSCAPE PLAN FOR FINAL PLANTING SCHEDULES 11 *SEE LANDSCAPE PLAN FOR FINAL PLANTING SCHEDULES 75' HIGHWAY CONSTRUCTION SETBACK BIO - R E T E N T I O N SW A L E A BI O - R E T E N T I O N PO N D B POND F EM O R Y L N ( 50 ' R . O . W . PU B L I C ) TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TPTPTPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP 10SEED AND MULCH DISTURBED AREAS BIO-RETENTION SWALE C BI O - R E T E N T I O N S W A L E D BIO-RETENTION SWALE E \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ IP IP IP IP IP IP IP IP IP OP SOLID SOD B/T SIDEWALK AND CURBS SOLID SOD SWALES SOLID SOD POND SLOPES OP IP OP SBA CWA DC SOLID SOD POND SLOPES SOLID SOD POND SLOPES RS SOLID SOD B/T SIDEWALK AND CURBS SOLID SOD B/T SIDEWALK AND CURBS SOLID SOD POND SLOPES SOLID SOD SWALES SOLID SOD SWALES SOLID SOD SWALES WATTLEIP TBB TBB SBA IP CEP SBA SBA SDB SDB OP CD EROSION CONTROL LEGEND CD - CHECK DAM GS - GRASS SWALE IP - INLET PROTECTION OP - OUBST PROTECTION DC - DEBRIS CONTAINMENT CWA - CONCRETE WASHOUT AREA TP TP WTL - WATBS TP - TREE PROTECTION SBA - SEDIMENT BARRIER (SILT FENCE, TYPE A) SDB - STORMWATER BASIN CEP - CONSTRUCTION EXIT PAD ECB - EROSION CONTROL BLANKET SS - SOLID SOD/SEED AND MULCH ALL AREAS REQD TO BE PERMANENTLY STABILIZED OP/RS - RIP RAP OUTLET PROTECTION/RIP RAP LINED SWALE TBB - TEMPORARY BRUSH BERM\\\\\\\\\ ER O S I O N C O N T R O L P L A N TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. 1" = 50' ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 5050 50 RAINFALL INSPECTION NOTE: SITE CONSTRUCTION DEBRIS DISPOSAL NOTE: PHASE ONE ·INSTALL CONSTRUCTION ENTRANCE/EXIT ·CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT ·INSTALL SILT FENCE (SBA) PHASE TWO ·CONSTRUCT AND STABILIZE WATER QUALITY PONDS/SEDIMENT BASINS ·WATTLES, INLET, AND OUTLET PROTECTION TO BE INSTALLED PHASE THREE ·DEMOLITION AND REMOVAL OF DEMO DEBRIS ·CLEAR/GRUB REMAINING SITE AREAS PHASE FOUR ·INSTALL STORM DRAINAGE MEASURES ·GRADE SITE TO ROUGH GRADES PHASE FIVE ·CONSTRUCT UTILITIES (WATER, SEWER) PHASE SIX ·CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS) PHASE SEVEN ·STABILIZE DISTURBED AREAS WITH SOLID SOD ·INSTALL PERMANENT LANDSCAPING PHASE EIGHT ·CONVERT SEDIMENT BASINS TO PERMANENT FUNCTION BIO-RETENTION PONDS BY REMOVING CAPTURED SEDIMENT AND REPLACING THE TOP 6" OF FILTER MEDIA INSTALLED IN PHASE TWO WITH 6" OF CLEAN SAND ·REMOVE BMP MEASURES PHASE NINE ·REMOVE SILT FENCE ·PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION CONSTRUCTION PHASE SEQUENCE: EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST ADEM STANDARDS. 2. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 13 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING. 3. ALL SLOPES SHALL BE TRACKED PERPENDICULAR TO THE SLOPE. 4. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. 5. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED, AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. 6. ALL DISTURBED AREAS WILL BE PROPERLY STABILIZED. CONTRACTOR TO COORDINATE WITH LANDSCAPE PLAN FOR FINAL PLANTING REQUIREMENTS. 7. 4" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED AREAS PER ADEM REQUIREMENTS. 8. BMP'S SHALL BE CLEANED OUT WHEN THEY REACH 1 3 FULL. 9. INACTIVE PROJECTS (MORE THAN 7 DAYS) SHALL BE MULCHED IF INACTIVE FOR LESS THAN 60 DAYS. IF PROJECT TO REMAIN INACTIVE FOR MORE THAN 60 DAYS, PROJECT SHALL BE SEEDED AND MULCHED. 10. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST GENERATION DUE TO CONSTRUCTION ACTIVITIES. A DUMPSTER OF SUITABLE SIZE SHALL BE ON-SITE DURING ALL PHASES OF CONSTRUCTION ACTIVITIES AND EMPTIED AT A SUITABLE PERMITTED DISPOSAL SITE AND REPLACED AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT. ALL DISPOSAL SHALL MEET ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. ALL EROSION CONTROLS SHALL BE INSPECTED BY A QUALIFIED PERSON WITHIN 24 HOURS OF A RAINFALL EVENT OF 3/4 INCH OR GREATER AND REPAIRED AS NEEDED. TEMPORARY & PERMANENT SEEDING RATES (REQUIRED POUNDS PER ACRE OF PURE LIVE SEED) DATE OF PLANTING SEPT. 1 TO FEB. 29 MAR. 1 TO AUG. 31 MAR. 1 TO AUG. 31 ANNUAL RYEGRASS 10 HULLED BERMUDAGRASS 18 UNHULLED BERMUDAGRASS 30 12 12 PENSACOLA BAHIA GRASS 47 NOTES 1,2 3 3 REQUIRED PERMANENT PLANT BERMUDAGRASS *ANNUAL RYEGRASS PLANTED FOR TEMPORARY VEGETATION SHALL BE OVER SEEDED IN STUBBLE FOR THE ESTABLISHMENT OF PERMANENT VEGETATION DURING THE FOLLOWING MONTH OF MARCH *SEEDING, MULCH, AND FERTILIZER APPLICATION TO MEET REQUIREMENTS OF ALDOT SECTION 860 BALDWIN COUNTY NOTES: 1. ALL MATERIAL USED FOR BACKFILL WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL BE PLACED IN 8" LIFTS AND MECHANICALLY COMPACTED TO 95% RELATIVE DENSITY. 2. ALL EXPOSED/DISTURBED SOILS WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL HAVE SOLID SOD INSTALLED TO PROVIDE PERMANENT STABILIZATION. C14.0 :.;: I ITT 0 "' 0 0 c-i N 90 oz 0::J __, 0 <( wlI U O (I) ~ 6 <tj Q_,.., - 1Z a, 0 o'-' I ::J <O st I ITT 0 I ' ~ ' 05-46-04-iA~CEL g 4 -000-035.000 24" A I (-··..--··--,-/~:'/i·1··- ' ' '~ >~ ~r -;,~;,~-=-~ I 0 v, I <O st I LO 0 7 - - - - S89"53'59''W 1, 115_33' 0 5 _46 _0 PARCEL 9-30-0-000 LAWRENCE AND020.000 PAULINE I 05-46-09-ft~CEL STARLIGHT DEV~L-OOP00-019.000 MENT LLC . (. I I ... ) . · 1 f" 0 0 ER O S I O N C O N T R O L D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTSCURRENT ALABAMA DEPARTMENT OF TRANSPORTATION AND THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS, VOLUMES 1 & 2 C15.0 I o. cJL -r : HXc)l _.,,_:,, : :::;:: ::~~·:~?"':,';:,::\: :':::.·; :'' ,,':·: '~ ',:·: ', , ,;;_" A Lc i L ,.,,:, ]\ TM[ S eF S CJF, S•]_[. -;JS ~ :~--~;;::~~[:7'~ l: n~:;-<·,p~;,; ~ :,. ~TC,"T T ~T 'C e-.~n ,_[ ro, T C ,, ~ Id 'l 1 !'11 'I ' IN 'IEFESE,cs , ... ,,-·,..., ~ "" liJh SPECIFICATIONS ER O S I O N C O N T R O L D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS AA CONCRETE WASHOUT SIGN DETAIL STAPLE DETAIL PLAN SECTION A-A STORM SEWER PIPE <1% GRADE d d 0.4 (6xd) + d 6 x d PLAN VIEW SIDE VIEW 6 x d 12" MIN. 3 x d CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION AND THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS, VOLUMES 1 & 2 C15.1 oo.,,;,,u"JE•·"''1 ,occ1·1c, SfLU O WC T.'-1.le<lSl ............_---......_ C'QTHTLE -l.61HC _.,,-HT I ,.,.--.,.,­ :·. TO"l'-l'EMTUU .CJTT 1 1110 -o'cr Tl (!COO :-.S:D Gl:0-[!TIL("'\IU SII I.LL Bl:t"LlJ[Olll/J,Tl [Sl CJL)[O[L [VHICH IH *" ,O:>C.ll<C<L LY >LSC-OT I OI.[ TCCLCOO l -,_,.,., ,n , , "',,,. '" '""'"' ""'""' ,• .. • '-''"' rn""" '°""""*" """ ,_.,, ..... _.., LLJILXIIL_,-c>oU•C' <IL ,OI L<l.;;.OCU I H l >L,.LIL"'" IIML >0, 'ICi Tn ~ ,.,_, TO r 1. 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"" ',_,,_. ,,,, WOOD OR METAL STAKES (2 PER BALE) STRAW BALES (2 BALES HIGH MAX) GRAVEL-FILLED BAGS IN CORNERS l- PLASTIC LINER STRAW BALES WOOD OR MET AL STAKES WEDGE LOOSE i::i n STRAW BETWEEN u BALES 0 ~------~~---~_j'--'=l--GRAVEL-FILLED 0 0 l..._a ___ _._l_a ___ a_,I...._ __ _._ ___ _, BAGS IN CORNERS PLYWOOD 4'-0N X 2'-0" PAINTED WHITE BLACK LETTERS 6N HEIGHT ~•1 SCREWS 0 i:cln 16 GAUGE L~ fsrrEL 'MRE TEMPORARY CONCRETE WASHOUT FACILITY ROCK BERM FILTER BLANKET OR FABRIC RIPRAP OUBST PROTECTION NTS DOZER TREADS CREA TE GROVES PERPENDICULAR TO TI-iE SLOPE (ON GRADE) SURFACE ROUGHENING NTS SPECIFICATIONS CI V I L C O N S T R U C T I O N N O T E S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. N/A 1.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERAL LAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS AND REGULATIONS HAVE BEEN MET. 2.THE CONTRACTOR SHALL NOTIFY JADE CONSULTING'S RESPECTIVE TESTING COMPANY AND ANY LOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OF ANY SUBSEQUENT PHASE OF CONSTRUCTION. 3.THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR ERRORS DISCOVERED IN THE PLANS. 4.THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ONE-CALL LINE LOCATE CENTER FOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL RENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OF THE PROJECT. THE CURRENT CONFIRMATION NUMBER SHALL BE ON PROJECT SITES AT ALL TIMES. 5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY AND ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS. HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR IS TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE. 7.ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBLIC UTILITIES. 8.ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBLIC UTILITIES. 9.ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEET ABOVE GRADE. 10.THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT IS OSHA COMPLIANT. 11.THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THAT ANY REQUIRED ADJUSTMENT MAY BE MADE. 12.ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. 13.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND INVERTS OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK ITEM. THE PROJECT ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 14.CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITY PROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORK STARTING. 15.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALL IMPROVEMENTS. 16.CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT THEIR EXPENSE. 17.THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF ALABAMA TO RESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT THEIR EXPENSE. 18.ALL PRESSURE PIPE FITTINGS, WATER AND SEWER SHALL BE DUCTILE IRON. 19.CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT. 20.NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO BE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING. 21.CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICAL REPORTS FOR ALL GRADING, BACKFILLING, AND PAVING REQUIREMENTS. ALL RESPECTIVE TASKS SHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE. 22.THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER. 23.ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLE BENDS AT JOINTS. 24.ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND COVER, OR APPROVED EQUAL, FOR ACCESS. 25.SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT. 26.THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTORS RESPONSIBILITY. SITE NOTES: PROJECT NOTES: 1.ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2.ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE CITY OF FAIRHOPE PUBLIC WORKS DEPARTMENT AND THE BALDWIN COUNTY HIGHWAY DEPARTMENT. 3.NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART IV. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR TRAFFIC CONTROL REQUIREMENTS. 4.ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATEST EDITION. TRAFFIC CONTROL NOTES: 1.ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE "ALABAMA HANDBOOK FOR EROSION CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS". 2.ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES SHALL BE IN PLACE AND INSPECTED PRIOR TO ANY LAND DISTURBING ACTIVITY. 3.ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE LEFT UNATTENDED FOR 13 DAYS. 4.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR. 5.CONSTRUCTION ENTRANCE/EXIT PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT. (NO DIRECT PAYMENT) 6.THE APPROVED BEST MANAGEMENT PRACTICES PLAN SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBING ACTIVITY HAS BEGUN. 7.SILT FENCE AND/OR EROSION CONTROL NETTING SHALL BE PLACED ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUCTION. 8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 9.WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY AND RAIN EVENT TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. CONTRACTOR SHALL PROPERLY MAINTAIN ALL BMP'S IN ACCORDANCE WITH THE "HANDBOOK". 10.CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY FUNCTIONING BMP. 11.ANY SILT IN THE DETENTION POND SHALL BE REMOVED AS DIRECTED BY THE PROJECT ENGINEER OR LOCAL AUTHORITY. THE DETENTION POND SHALL ALSO BE REGRADED TO FINAL DESIGN PRIOR TO FINAL ACCEPTANCE OF PROJECT. THERE IS NO DIRECT PAYMENT FOR THIS ACTIVITY. 12.ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH THE HANDBOOK PRIOR TO FINAL ACCEPTANCE. 13.CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT ACCUMULATION FROM THE PROJECTS DRAINAGE STRUCTURES AS REQUIRED BY PROJECT ENGINEER AND/OR LOCAL AUTHORITY. 14.CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT CONTROL AND STORMWATER MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY OF ANY FAILING BMP. SEDIMENT CONTROL & STORMWATER MANAGEMENT NOTES:CONSTRUCTION PHASE SEQUENCE: PHASE ONE ·INSTALL CONSTRUCTION ENTRANCE/EXIT ·CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT ·INSTALL SILT FENCE (SBA) PHASE TWO ·CONSTRUCT AND STABILIZE WATER QUALITY PONDS/SEDIMENT BASINS ·WATTLES, INLET, AND OUTLET PROTECTION TO BE INSTALLED PHASE THREE ·DEMOLITION AND REMOVAL OF DEMO DEBRIS ·CLEAR/GRUB REMAINING SITE AREAS PHASE FOUR ·INSTALL STORM DRAINAGE MEASURES ·GRADE SITE TO ROUGH GRADES PHASE FIVE ·CONSTRUCT UTILITIES (WATER, SEWER) PHASE SIX ·CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS) PHASE SEVEN ·STABILIZE DISTURBED AREAS WITH SOLID SOD ·INSTALL PERMANENT LANDSCAPING PHASE EIGHT ·CONVERT SEDIMENT BASINS TO PERMANENT FUNCTION BIO-RETENTION PONDS BY REMOVING CAPTURED SEDIMENT AND REPLACING THE TOP 6" OF FILTER MEDIA INSTALLED IN PHASE TWO WITH 6" OF CLEAN SAND ·REMOVE BMP MEASURES PHASE NINE ·REMOVE SILT FENCE ·PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION BALDWIN COUNTY UTILITY NOTES: 1. ALL UTILITIES SHALL CONFORM TO THE BALDWIN COUNTY UTILITY MANUAL. 2. ALL UTILITIES INSTALLED WITHIN EXISTING BALDWIN COUNTY RIGHT OF WAYS SHALL REQUIRE A SEPARATE BALDWIN COUNTY UTILITY PERMIT. 3. IRRIGATION BORES TO ISLANDS SHALL BE TYPE 'K' COPPER OR ENCASED AS REQUIRED IN THE BALDWIN COUNTY UTILITY MANUAL. 4. ALL NEW ELECTRICAL SERVICE SHALL BE INSTALLED UNDERGROUND. 5. UTILITY BURY DEPTHS SHALL BE MINIMUM 30" IN ROAD SHOULDERS, 36" UNDER DITCHES, AND 48" UNDER PAVEMENT. BALDWIN COUNTY NOTES: 1. ALL MATERIAL USED FOR BACKFILL WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL BE PLACED IN 8" LIFTS AND MECHANICALLY COMPACTED TO 95% RELATIVE DENSITY. 2. ALL EXPOSED/DISTURBED SOILS WITHIN THE BALDWIN COUNTY RIGHT OF WAY SHALL HAVE SOLID SOD INSTALLED TO PROVIDE PERMANENT STABILIZATION. C16.0 CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS LOT GRADING - TYPE "A" GENERAL NOTES LOT GRADING - TYPE B" MINIMUM GRADING STANDARDS FOR RESIDENTIAL LOTS PLAN ELEVATION NOTE: LEGEND NTS CONTRACTION JOINT EXPANSION JOINT TYPICAL SIDEWALK JOINT DETAILS PLAN NTS CONCRETE SIDEWALK JOINT DETAILS CONCRETE WALK SECTION TYPICAL CONCRETE WALK DETAILS NTS 1. IN ADDITION TO THE 40' MAXIMUM SPACING, EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL RADII POINTS ALONG SIDEWALKS AND WHERE SIDEWALKS ADJOINS CURB INLETS. SIDEWALK EXPANSION JOINT NOTES: 1. IN ADDITION TO THE 40' MAXIMUM SPACING, EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL RADII POINTS ALONG SIDEWALKS AND WHERE SIDEWALKS ADJOINS CURB INLETS. SIDEWALK EXPANSION JOINT NOTES: 5' WIDE CONCRETE SIDEWALK PERPENDICULAR CURB RAMP ISOMETRIC VIEW NTS CONCRETE CURB RAMP DETAIL FOR SIDEWALK NTS 4.5% MAX. RUNNING SLOPE 1.5% MAX. CROSS SLOPE 1.5% MAX. SLOPE IN ALL DIRECTIONS IN LANDING AREA GUTTER AT STREET CROSSING 4.5% MAX. RUNNING SLOPE 1.5% MAX. CROSS SLOPE 8.33% MAX. RUNNING SLOPE 1.5% MAX. CROSS SLOPE 5' WIDE CONCRETE SIDEWALK MINIMUM 4'x4' LANDING RAMP GRASS PLANTING OR OTHER NON-WALKING SURFACE VALLEY GUTTER/FLUSH CURB 2'x4' ADA COMPLIANT DETECTABLE WARNING SURFACE FLOW LINE 1. DETECTABLE WARNING SURFACE TO BE WET-SET. NO BOLT ON OR GLUE ON SURFACES ALLOWED. ADA SURFACE NOTES: C17.0 POSITIVE OUTFALL {SEE NOTE 1) PROPOSED RESIDENCE a• MIN. (IF SODDED) 1 o· MIN. (NO SOD)J F.F.E. F.G.E. NTS VARIATIONS IN GRADING ARE ACCEPTABLE IF GRADING DRAINS TO A POSITIVE OUTIFALL. ----------" / :,; <-f ~\ B"'I /,:1 \ \ ; t l \ ~ ........ ~ I'\__ F.G.E. CONTOUR I 1 Q' MINIMUM / <--I :PICAL) ::~~~~~~ --> I I ~~ \ <-1\ / t "' ) -....... ----- NTS F.F.E. -FINISH HABITABLE FLOOR ELEVATION F.G.E. -FINISH GRADE ELEVATION .._ __ -STORMWATIER FLOW DIRECTION ARROW 1. A POSITIVE DRAINAGE OUTIFALL IS A CONVEYANCE SYSTIEM (DRAINAGE EASEMENT, ROADWAY ~TIH A DRAINAGE SYSTIEM SUCH AS CURB AND GUTTIER OR A DITCH WHICH CONTAINS, CONTROLS AND TRANSMITS STORMWATER RUNOFF TO A CREEK, STREAM, RIVER, BAY, GULF, OCEAN OR OTIHER COUNTY /STA TE DRAINAGE SYSTEM. 2. FINISH FLOOR ELEVATION (F.F.E.) MUST BE 8"-10" MINIMUM ABOVE TIHE FINISH GRADE ELEVATION (EXCLUDING BASEMENT ELEVATIONS). 3. TIHESE ARE MINIMAL REQUIREMENTS AND DO NOT RELIEVE TIHE BUILDER FROM PROVIDING ADDITIONAL GRADING TO DIRECT STORMWATER TO A POSITIVE OUTIFALL DRAINAGE SYSTEM. ALL DRAINAGE TO STREET DRAINAGE TO STREET AND REAR LOT LINE NTS 4" 3000 PSI CONCRETE PAVEMENT FINISHED GRADE 1 :6D (UNLESS OTHERWISE SHOWN) 6"x6"-W1 .4 WELDED WIRE FABRIC 5' / TOOLED OR SAWCUT / GREY FLEXIBLE SELF-LEVELING JOINT FILLER {DOW 890SL, CRAFCO ROADSAVER SIUCONE OR APPROVED EQUAL) l 1-----,-----,-,·J]K.~, •I j:c;· lJ I . ' ' • •. ·, . . . .r THICK, PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) ¼" THICK, PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) -~ ... 4: :· :· ; ' ~ ... -f • • < , CONSRETE ~l~EW~K, 4, : ~.r: :~. ,, .... 40'-o• {MAXIMUM) . I CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS NON-WOVEN GEOTEXTILE FABRIC WRAPPED PIPE JOINT DETAIL PIPE DIAMETER/RISE PIPE DIAMETER/RISE PI P E D I A M E T E R / R I S E N.T.S. C17.1 7/16" l___•,j YJELOTNG ;'Qfff ,~ST ALLA TIQN (SIT GE!--C i:<.AL Norn h'J) U-CIT/\'<lsTL SIG'J POST __ oo (OUTSJUL) 1 , .. ,,:;:~M1~1' ELEVA n o NV1Ew YIELDING POST INSTALLATION D~ift'?c~~t-}~AD t------36 3/4"-------~ t-------35 3/4" FRAME 35 1/4" GRA TE ------~ FREE OPEN AREA : 1.6 SQ. FT ~OMPONENT NO'S FRA ME 3067-2000, GRATE 3290-3004 CURB BOX 3067 -0003 Fl~~=:'A\OTC~~~N~;;y IRON AS TM A-46, CLASS 358 • WE IGHT: FRAME 204 LBS., GRATE 176 LBS., CURB BOX 114 LBS 1;a·=1 · R-3067 FRAME, TYPE "C" GRA TE & CURB BOX om: 10-14-20 10 , I [;::::Jlllll :::I I';'/,";' o=.;mox '2" l" zp -•5· ~"i~" BOL TS & N UTS-STEEL J r ",LLllE-_\,,,UCAUlY A _;H O> 1/JLL '\l~JJ;~f&#m~Y-J!/1~1W&1~LK ~(~i;:t;~;!~~:!~~:!::;~::!t:;i~~~gR CONCRETE TOP W/ #4 BARS AT 9" O.C. GROUT INVERT 4'-0" CONCRETE BOTTOM W/ #4 BARS AT g• O.C. s·· USE BRICK TO RAISE MANHOLE CASTING TO GRADE AND TO SET GRADE OF CASTING TO SLOPE OF FINISHED GRADE. STORM SEWER MANHOLE RING AND COVER WALLS SHALL BE 5• THICK, PRECAST OR REINFORCED CONCRETE W/ #4 BARS AT g" O.C. POURED-IN-PLACE SEE PLAN JUNCTION BOX DETAILS NTS CONCRETE BOTTOM W/ #4 BARS AT g• O.C. STORM SEWER MANHOLE RING AND COVER SEE PLAN CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS POND BOTTOM ELEV. SEE PLAN WASHED, COARSE SAND 8" DIA. PERFORATED SDR 35 PVC SHALL CONFORM TO ASTM F-758. PERFORATIONS ON BOTTOM ONE-THIRD OF PIPE CIRCUMFERENCE FACING DOWNWARD. * 6" WASHED COARSE SAND INSTALLED DURING PHASE 2 CONSTRUCTION REMOVED AND REPLACED IN PHASE 7 NTS POND UNDERDRAIN AND SAND FILTER DETAIL (BIO-RETENTION POND B, BIO-RETENTION SWALES A, C, D & E) 4 1 4 1 *8" PERFORATED SDR 35 UNDERDRAINS EMBEDDED IN STONE, SEE DRAINAGE PLAN FOR CLEANOUT INVERT ELEVATIONS WASHED, COARSE SAND NON-WOVEN FILTER FABRIC WRAPPED AROUND 30" LAYER OF WASHED, COARSE SAND 90 LB MIN. GRAB TENSILE STRENGTH 8" OF CLEAN #57 CRUSHED AGGREGATE NTS DRAIN BASIN DETAIL W/ DOME GRATE LID AND FRAME MUST BE SUPPORTED BY CAST-IN-PLACE CIRCULAR REINFORCED CONCRETE COLLAR 4 1 24" EAST JORDAN GRATE ASSEMBLY, RIM EL. SEE PLAN REINFORCED CONCRETE SEE PLAN FOR SIZE #4 BARS @ 9" O.C. 6" 6" MIN. NTS EAST JORDAN DOME GRATE DETAILS C17.2 3700 O Grate c----,-,, I 4"DIA ci/8" g 7/8" 7/8" ?' ,'l/4"11 SECTION VIEW 7 '.>/~" LJIA 1 1/4' 3/4" ProductNull'IIHlr 003700il3 :~:.Futuru Graylnm(Cl.3(,B) -I_=~ ~~ -ez.,~ -iDNlgMtNM.-oaSurlaot E.Urnat.dw.lght ·Grott:107LBS ~~ion -0.nlryuro,ynuM CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS 4:1 S L O P E 2' 2'1' MIN. CAST-IN-PLACE CONCRETE ANTI-SEEPAGE COLLARS AT EVERY PIPE JOINT, TYP. ANTI-SEEPAGE COLLAR DETAIL (NTS) C17.3 44 LF 36" RCP @ 0.25% CONTECH CONSTRUCTION PRODUCTS, INC PYD-72 TRASH RACK OR APPROVED EQUAL 72" DIA. OUTFALL STRUCTURE RIM: 86.00 4:1 S L O P E TOP OF BERM ELEV: 88.50 TOP OF CLAY CORE ELEV: 88.00 (NTS) POND C OUTFALL DETAIL (OS-1 & OS-2) 11 LF OF 18" RCP @ 0.25% (OS-1 ONLY) TOP OF BERM ELEV: 88.50 1:1 S L O P E 36" RCP INV. 81.41 18" RCP INV. 81.41 (OS-1 ONLY) ANTI-FLOTATION COLLAR IMPERVIOUS CLAY CORE IN DAM BOTTOM OF CLAY CORE ELEV: 78.50 4:1 PIPE END TREATMENT INV: 81.30 CL II RIP-RAP, MIN. 24" THICKNESSFILTER FABRIC 4:1 PIPE END TREATMENT INV: 81.47 (OS-1 ONLY) CL II RIP-RAP, MIN. 24" THICKNESS (OS-1 ONLY) FILTER FABRIC (OS-1 ONLY) 100-YR HIGH WATER ELEV: 87.45 ~------- PYRAMID RACKS FOR CONCRE TE PIPE PART NO. PY0-24 PYD -36 PY0-48 PIPE 1.D. PIPE 0 .0 A B C 24 30 33 12 12 1 2 1534 36 44 43 1212 19 14 48 58 57 12 1 2 PYO-72 72 PYD -96 96 -U"l'r~u· -n ■a.vn CON5TllUCTl0N PIIODUCTS INC· "". ·'"·,V -t~i.,,,,., © COPYRIGHT 11J " CUSTOMER: PYRAMID STRUCTURES (STAN DARD SIZES) DIMENSIONS IN INCHES TO TH E NEAREST 1/4" *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALL Y• HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING TO: nnnnnn n-nnn n nr-r-nnn □□□□□□ O _j OD □D D □u□□D □□□□□□ 0 7 D □□D D □□□□D 12J5,18 33 1 2 24,30 43 36,42 57 18 48 68 1 2 18 60 84 2 31 2 NA 9412 2312 DRAWN BY: 211 4 2434 2534 26 33 38 CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS 7 CU. FT. OF #57 STONE FOR DRAIN SUMP BURY LINE IS 1" ABOVE GROUND 5-1/4" PUMPER CONNECTION FACING ROAD 4. 5 ' THRUST BLOCK MINIMUM DISTANCE 5' 18 " M I N . 24 " M A X . 24" X 4" THICK CONCRETE SLAB 24" x 6" THICK CONCRETE COLLAR CAST IRON VALVE BOX. BACK OF CURB OR EDGE OF PAVEMENT WATERMAIN TYPICAL FIRE HYDRANT SETTING NOTES: HYDRANT VALVE ANCHORING TEE W/INTEGRALLY CAST STANDARD MJ GLAND ON 6" PLAIN END BRANCH 6" MECHANICAL JOINT VALVE STANDARD MJ GASKETS STANDARD MEGA-LUGS 11.75" - 8" x 6" TEES 13.75" - 10" x 6" TEES 14.75" - 12" x 6" TEES 17.75" - 16" x 6" TEES 19.75" - 20" x 6" TEES 21.75" - 24" x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~:----------------------------------------::------------------------~~---------------------------------=:C:O:PP:E:R-L:OC:A:TO_R_\\1_R_E_W_/ __ RE-IN-FO_R_C_ED _____________________________________________________ r--------- PROTECTIVE EXTERIOR COATING (12 GA., SOLID, BLUE COLOR, BRASS SPLJT BOLT CONNECTORS) TEE BRANCHES PLUGS AND CAPS (FOR ALL CIRCUMSTANCES) o ___ -$\l G) BEND SIZE A B C D VOLUME (FT) (FT) (IN) (FT) (CU.YD.) .. 1.0 2.0 7• 1.0 0.04 .. 1.0 2.0 7• 1.0 0.05 ,, x· 12" 1.0 2.0 ,,. 2.0 0.1 .. 1.0 2.0 7• 1.0 0.05 .. 1.0 2.0 7" 2.0 0.1 22 l!" 12· 2.0 3.0 ,,. 2.0 0.3 .. 1.5 2.0 7• 1.5 0.11 .. 2.0 3.0 7• 2.0 0.3 45" 12" 2.0 4.0 ,,. 3.0 0.7 .. 1.75 2.5 7" 2.0 0.2 .. 2.0 3.0 7• 3.0 0.4 9CT 12" 4.0 6.0 ,,. 4.0 2.1 Jr II 1 • i~~~~o~~KN~s s~~~ VERIFIED BY ENGINEER BEFORE PRESSURE IS LESS UCTED WHERE SOIL BEARING AREA SIW..L BE INC=Ei0,.:p~~~TE1r:,usr BLOCK BEARING 2. AL.1.. CONCRETE SHALL BE CL.ASS A. 4000 p .S.I. ~------ ~ BEND SIZE VOLUME "A" (CU. YD.) NO. OF VERT. BARS REQ'D. .. 0.3 2 .. 0.5 2 11)\" 12· 1.4 2 .. 0.7 .. 1.2 22 )!· 12· 2.7 .. 1.2 .. 2.2 45" 12" 4.9 .. 1.8 2 .. 3.1 2 9CT 12· 7.0 3 ~ ~ BEND SIZE A B (FT) (FT) . . 1.0 2.0 .. 1.0 2.0 1114· 12· 1.0 2.0 . . 1.0 2.0 .. 1.0 2.0 22 )rt 12" 2.0 3.0 . . 1.5 2.0 .. 2.0 3.0 45· 12· 2.0 4.0 . . 1.75 2.5 .. 2.0 3.0 9CT 12· 4.0 6.0 INSTALL APPROVED BACKFILL IN 5• LIFTS O 85% cm.1PACTI0N STANDARD PROCTOR. ' IN.STAL1-APPROVED BACKFILL IN + LIFTS O 85% cm.1PACTI0N STANDARD PROCTOR TO a· AeoVE I I I I I I I I I I I ' I ' C D VOLUME -i-- (IN) (FT) (CU. YO.) ' 7• 1.0 0.04 I 7" 1.0 0.05 ,,. 2.0 0.1 I 7• 1.0 0.05 7" 2.0 0.1 ,,. 2.0 0.3 7• 1.5 0.11 7• 2.0 0.3 ,,. 3.0 0.7 7• 2.0 0.2 7• 3.0 0.4 ,,. 4.0 2.1 CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS WATERLINE SEWER LINE WATERLINE SEWER LINE VERTICAL CLEARANCE HORIZONTAL CLEARANCE CROSSINGS DETAIL SEWER LINE WATERLINE REQUIRED WATER AND SEWER SEPARATION DETAILS NOTES: 1. WATERLINES MORE THAN 18" OVER SEWER LINE SHALL REQUIRE NO SPECIAL ACTION. 2. WATERLINES LESS THAN 18" OVER SEWER LINE SHALL CENTER 10 L.F. OF DUCTILE IRON PIPE WATERLINE ON CROSSING POINT. 3. WATERLINES UNDER SEWER LINE SHALL CENTER 10 L.F. DUCTILE IRON PIPE WITHIN ENCASEMENT ON CROSSING POINT. 36" MIN. NOTES: 2' (TYP) 30" WATER MAIN SIDEWALK TYPICAL ROADWAY SECTION AT SERVICE LINE CROSSING 48" MIN. 3/4" TYPE "K" COPPER THREADED CORPORATION STOP (TYP) OR 1" TYPE "K" COPPER WHERE INDICATED (SEAMLESS, JOINTLESS) METER BOX TO BE SET 3' OFF BACK OF R.O.W. IN UTILITY EASEMENT " " TO BE STAMPED INTO CONCRETE CURB/GUTTER NORMAL TO THE SERVICE BOX LOCATION W 48" UNDER PAVEMENT 1. WATER MAINS TO BE MIN. 36" BELOW GRADE AND 48" BELOW ROADWAYS. 2. CURB STOP TO BE LOCATED APPROX. 3 FOOT OUTSIDE OF RIGHT-OF-WAY. 3. SERVICE LINE TO BE MIN. 30" BELOW GRADE AND MIN. 48" UNDER PAVEMENT. 4. METER BOXES TO BE BLACK PLASTIC WITH HINGED FLUSH COVER MARKED "WATER METER" WITH HINGED CI READER EYE, CARSON MODEL 1015-1093 OR APPROVED EQUAL. 5. WATER METERS SHALL BE MANUFACTURED BY SENSUS OR NEPTUNE. 3/4" X 1" Y-BRANCH FOR 1" SERVICE LINE THAT WILL HANDLE 2 EACH LOTS SIDEWALK METER BOX TO BE SET 3' OFF BACK OF R.O.W. IN UTILITY EASEMENT SEWER GATE VALVESEWER TAPPING SLEEVE & VALVE ASSEMBLY FORCE MAIN TRENCH DETAIL C17.5 SERVICE SADDLE: ROMAG 202 NS NYLON COATED DUCTILE IRON SERV ICE SADDLE WI STA INLESS STEEL DOUBLE STRAP W ITH NEOPRENE GASKET OR EQUAL {IF REQU IRED) CITY OF FAIRHOPE --CORPORAT ION STOP -FORD BALLCORP FB1000 (SEE NOTE NO. 2) WATER MAIN CITY OF FAIRHOPE PUBLIC UTILITIES 55S SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 2S1 .928.8003 ELEVATION VIEW N.T.S N.T.S. WATER METER MATERIA L SCHEDULE 1 CURB STOPS SHALL BE DES IGNED FOR MINIMUM PRESSURE OF 175 PS I AND SU ITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQU IVALENT CURB STOP SH ALL HAVE PAD LOC K W ING AND "365" DEGREE VALVE OPERATION WITH NO STOPS 2 CORPORAT ION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON INLET AS SPECIFIED BY AWWA CBOO AND COPPER TUB ING S IZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1 000 SERIES W ITH GRIP NUT OR APPROVED EQU IVALENT CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE 3 WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWV'/A SPEC IFICAT ION C700 LATEST REVISION , AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURN ISHED . METERS MAY BE EITHER NUTATING DISC POS ITIVE DISPLACEMENT , OR OSCILLAT ING PISTON FROST PROTECTION WILL NOT BE REQU IRED REG ISTERS SHALL BE HERMETICALLY SEALED MAGNETIC DR IVE, WITH STRAIG HT READ ING IN U.S GALLONS. SERIAL NUMBER W ILL BE IMPRINTED ON THE CASE AS WELL AS ON TH E REG ISTER BOX LID MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700 4. METER BOX ANO COVER A BOXES WILL BE PLAST IC WIT H IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICI ENT SIZE TO HOUSE THE METER ANO CURB STOP WATER DETAILS 12-07-20 TYPICAL l" WATER SERVICE METER DETAIL W-1 N.T.S. N.T.S. t DUCTILE IRON DUCTILE IRON ~ ~l'-3. "'--*IF CLEARANCE IS -1 LESS THAN 18" INSTALL APPROVED BACKFILL IN 6-LIFTS O 85" COMPACTION, STANDARD PROCTOR. INSTALL APPROVED BACKFILL IN 4-LIFTS O 85" COMPACTION, STANDARD PROCTOR TO 6" ABOVE CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS C17.6 WATER SERVICE DETAIL TYPICAL DOUBLE SERVICE CONNECTION 1" X 3/4 " COPPER TO IRON PIPE BRANCH CONN ECTOR MUELLER H-15362-08 IRON PIPE TO IRON PIPE CURB STOP WITH LOCK WIN GS (BRASS) (TYP) SERVIC E LINE 1" TYPE 'K' COPPER STANDARD SERV I CE IRON PIPE TO IRON PIPE CURB STOP WITH LOCK WINGS (BRASS) (TYP) N.T.S. WITH EXCEPTION OF DROP CONNECTION MANHOLE CONSTRUCTION SIMILAR TO STANDARD SEWER MANHOLE RELINER INS IDE sflt?tl~~~ SS .BOLTS SEAL FLEX IBLE BOOT CONNECTOR TO MANHOLE WITH NON-SHRINK PRECISION GROUT. W ITH EXC EPT ION OF DROP CONNECTION MANHOLE CONSTRUCTION SIMILAR TO _, ~ ~TAN DARO SEWER MANHOLE D.I. TEE 61/4" BE PLACED AT 2" O.C (SE E PIPE SUPPORT DETAIL THIS SHEET) *DROP CONNECTION REQU IRED WHEN TH IS DIMENS ION IS GREATER THAN 24" PVC PI PE *DROP CONNECTION REQU IRED WH EN THIS DIM ENS ION IS GREATER THAN 24" ---'-0 .1. PIPE ____ LONG RAD IUS -ELL (PVC) ~'-L~----"'==-'__j__'~ DETAIL OF DRO P CONNECTION INSIDE OF MANHOLE NOTE INS IDE DROP CONNECT ION IS PREFERRED . CONTRACTOR SHALL OBTAIN APPROVAL FOR OUTS IDE DROP CONNECT ION FRO M FAIRHOPE UTILITIES PR IOR TO CONSTRUCTION. ,-1-Y,"Xtj 6"316S.S ~ /4-----~~,.-/ PIPE SUPPOR T CLAMP. ~--I \\_,.,_ OR };/3 16S.S. U-BOLT 1.~~~11 PIPE SUPPORT DETAILS N.T.S DETAIL OF DROP CONNECTION INSIDE OF MANHOLE SECTION INTERMEDIATE STRAPS TO BE PLACED AT 2' O.C. CITY OF FAIRHOPE CITY OF FAIRHOPE PUBLIC UT ILIT IES SSS SOUTH SECTION STREET FA IRHOPE, ALABA MA 36532 251.928 .8003 STANDARD SANITARY SEWER DETAILS PRECAST MANHOLE DETAILS STANDARD MANHOLE DROP CONNECTIONS l l /25/20 5-4 RING TOP VIEW N.T.S TWO NON-PENETRATING PICl<HOLES RANGE OF WEIGHTS FRAME -230 LB (M IN)-260 LB (MAX) COVER -118 LB (M IN)-130 LB (MAX) TOTAL -348 LB {MIN)-390 LB {MAX) COVER TOP VIEW N.T.S f--------25"---------.e f-------23"--------, f-------22 3/4"------, ~ 20 3/4" ~ ~ ~ c~--~r" I 9" / -------~" 101 /4 " L //a ~/. I ,//////11 ~ ---,-----2s·----------cl f------------36"--------------, RING SECTION VIEW CITVOF FAIRHOPE CITY OF FAIRHOPE N.T.S CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREIT FAIRHOPE, ALABAMA 36532 251.928.8003 PSX ASSEMBLY AS MANUFACTURED BY PRESS-S EAL GASKET CORPORATI ON OR APPROVED EQUAL TYPICAL "BOOT" DETAIL CITY OF FAIRHOPE PUBLIC UTILITIES SSS SOUTH SECTION STREET FAIRHOPE, ALABAMA 36S32 2Sl .928.8003 NOTES· COVER SECTION VIEW N.T.S 1. MAN HOLE RING AND COVER SHALL BE USF-355 WITH TYPE LB-PB COVER AS MANUFACTURED BY US FOUNDRY OR ENGINEER-APPROVED EQUAL 2. SHALL MEET ASTM -A48 GRAY IRON CLASS-35B. 3. SHALL BE H-20 TRAFF IC RATED STANDARD SANITARY SEWER DETAILS PRECAST MANHOLE DETAILS STANDARD MANHOLE FRAME AND COVER MANHOLE JOINT DETAIL N.T.S STANDARD SANITARY SEWER DETAILS PRECAST MANHOLE DETAILS MANHOLE BOOT AND MANHOLE JOINT DETAILS ll/25/20 5-3 BUTYL RUBBER SEAL RAM-NEK OR ENGINEER APPROVED EQUAL 11 /25 /20 5-5 CI V I L C O N S T R U C T I O N D E T A I L S TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS C17.7 NOTE: 1. THE SADDLE SHALL BE USED ASA TEMPLATE TO TRACE THE AREA OF CIPP LINE R TO BE REMOVED, 2. A HOLE SAW WITH THE SAME DIAMTER AS THE SERV ICE LATERAL SHALL BE USED TO CUT THE ACCESS HOLE IN THE CIPP LIN ER. 3. THE HOLE IN THE SADDLE SHALL BE PROPERLY ALIGNED WITH THE HOLE IN THE CIPP LINER. 4. THE EXCAVATION SH/\LL BE BACKFILLED IN ACCORDANCE WITH THE BOARD'S STANDARD SPECIFICAT IONS. 5. FOR LATERAL REPLACEMENT OF EXISTING REMOTE CUT SERVICE CON NECTION , THE ABOVE NOTEES ANO DETAIL SHALL BE APPLIED. SERVOCE SADDLE: ROMAG 202 NS NYLON COATED DUCT ILE IRON SERVICE SADDLE WI STAINLESS STEEL DO UBLE STRAP W IT H NEOPRENE GASKET OR EQUAL BRASS NIPPLE 1-1 /2"' TAPER PIPE THREADS (NPT) FORD CORP STOP FB1700-6NL OR EQUIVALENT METER BOX WITH GREEN LIO FORD C84-66-N L 1 1-2" PE 3608 COUPLING 1-112" MALE X CTS-SEWER TUBING 1-112" COMP RESSION FAIRHOPE UTILITIES LOW PRESSURE SEWER SERVICE STAINLESS STEEL BAND CLAMP /SERVICE LAT ERAL (LOCATION VARIES) \ "MISS ION T-FLEX" SEWER SADDLE OR ENGINEERS APPROVED EQUAL APPLY SIKAFLEX 11 FC POLYURETHANE ADHESIVE/SEALENT (OR ENG INEER-APPROVED EQUAL} AROU ND LATERAL CONNECTION HOLE BETWEEN THE SADDLE AND THE STAINLESS STEE L SHEAR APRO OVER RUBBER GASKET ALL SO IL ANO DEBRIS SHALL BE REMOVED FROM THE GIPP LINER PRIOR TO INSTALLATION OF THE SADDLE CITY OF FAIRHOPE CITY OF FAIRHOPE PUBLIC UTILIES 555 SOUTH SECTION ST REE T FAIRHO PE, ALABAMA 36532 251.928.8003 GIPP PRIOR TO IN STALLING T HE SADDLE . SURFACES CONTACTED BY THE AD HESI VE/SEALENT SHALL BE PREPARED AS RECOMMENDED BY THE MANUFACTURER. REMOVE HOST PIPE FROM CIPP (DO NOT DAMAG E CIPP LIN ER) STANDARD SANITARY SEWER DETAILS SERVICE CONNECTION TO CIPP-LINED SANITARY SEWER MAINS DATE ISSUED 11/25/20 SHEET NO. S-7 CAS1~~~~5~~~Xl;'1s~·~\ 2~~ -\ I /,,------R/W. PROPERTY, OR EASEMENT LINE INSTirLAfttfs~ 1f8 6~~~ \ II,/ ,-SANITARY SEWER \ ,-TEE WYE / LATERAL \___ I l~:Jt O (~~ '-.."-CAP \~ BEND \_ STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY TH E OWNER ;-CAST IRON MONUMENT BOX I EJIW 1566 Wl "S'' STAMP / OR APPROVED EQUAL / INSTALL FLUSH TO GRADE 1411 TYP. / ,-SOR 26 SEWER CLEANOUT FINISHED--, //// W/ 2'' RECESSED NUT CAP GRADE ", /.I -- ~: I ,-: : -MIN.4"TH ICKGRAVELBASE I I I : i -SDR26RISER TRENCH ~~, I \ ! 1 45' MINIMU M • r rm~~EEWER .// H~~i~;jj;f i~~[f i~:~: I / ~ / ~ ~ PROHIBIT ROTATION OF THE :/ ~ ,n --------rr/ -s RISERSECTION ~ / ) 1 1 ' "'-Ml.9 1 ~I_ ,,",~s□R26CAP ','-._ SOR 26 BEND N -,(I ·/"°"'''--(MAX. 45') 1 \, ''----~tiiKa~F\9~ b~tT~Ai,~Tt~b~~~i~o~tNs i'(ax' > \ TH E OWNER L -~: _ _j ", \.__ STACK SHALL REST ON UNDISTURBED SOIL ~TEE\/'NE ELEVATION VIEW N.T.S NOTES 1 SANITARY SEWER LATERALS SHALL BE 4" SOR 26 UNLESS DIRECTED OT HERWISE BY TH E OWNER 2 DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOR THE BRANCH CONNECTION ANO GASKETED PUSH-ON JOINTS FOR THE RUN CONNECTIONS. 3 NON-SEIZE GREASE SU ITABLE FOR USE W ITH PVC FITTINGS SHALL BE APPLIED ~~:HE THREADS OF THE CLEANO UT 4 W HERE THE SANITARY SEWER MAIN IS PVC C900, THE TEE-WYE SHALL BE GASKETED C-900 5 CLEANOUTS SHALL BE INSTALLED AS ~f~r.ili'N1rt_1N~~tpRi:s~:~· i RA CLEANO UT IS TO BE INSTALLED WH ERE SIDEWALK IS EI THER EXISTING OR PROPOSED, IT SHALL BE PLACED BETWEEN THE SI DEWALK AND TH E R1W LINE WHERE PRACTICAL. IF THE SIDEWALK IS INSTALLED AT THE RNI §1rfw1~~ ~~~A~lg~0~tt~~~ET~tt'CEO EDGE OF PAVEMENT IMMEDIATE LY AD JACE NT TO THE SIDEWALK. THE CLEANOUT SHALL NOT BE PLACED IN THE SID EWALK OR A PAVED DR IVEWAY UNLESS APPROVED IN WR ITIN G BY THE FAIRHOPE UTILITIES AND THE CITY OF FAIRHOPE 6 NO HORIZONTAL BENDS SHALL BE ALLOWED BETWEEN THE MAIN AND THE CLEANOUT UNLESS APPROVED IN WR ITI NG BY THE CITY OF FA IRHOPE W HERE HORIZONTA L BE NDS ARE ALLOWED, AN ADDITIONAL CLEANOUT SHALL BE INSTALLED AT EACH BEND 7 PVC LATERALS SHALL BE MARKED WITH 14-GAUGE COATED COPPER W IRE BURIED 3 TO 6 INCHES ABOVE THE TOP OF THE PIPE IN ACCORDANCE WITH SECTION400.07 OF FAIRHOPE UTILI TIES' STANDARD SPECIFICATIONS. THE END OF THE LOCATE WIRE SHALL STUB-UP AT TH E CLEANOUT INTO THE MONUMENT BOX. CITYOF FAIRHOPE CITY OF FAIRHOPE PUBLIC UTILITIES SS 5 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 STANDARD SANITARY SEWER DETAILS TYPICAL SANITARY SEWER LATERAL CONNECTION 11/25/20 S-6 A • CITY OF FAIRHOPE A NOTES 1 DISTANCE BET'NEEN INVERT O F PIPE AND OUTSIDE OF BE LL DETER MINES THE ELEVATION OF TOP OF 8" CONCRETE SLAB 2 MANHOLE STEPS SHALL BE STEEL RODS ENCASED IN POLYPROPYLENE PLASTIC AND SHAU. BE TYPE "PS-1-B" AS MANUFACTURED BY M.A. INDUSTRIES, INC ., OR AN APPROVED EQUAL 3 ALL PIPES IN OR OUT OF MANHOLE SHALL BE FLUSH W ITH INS IDE WALL OF .A. 4 FOR DEAD ENO MANHOLES THE FLOW CHANNEL SHALL EXTEND THE WIDTH OF SHOULDER REQ'D. ONLY WHEN RUNNING BOARD USE D THE MANHOLE 5 MANHOLES WITH A FORCE MA IN DISCHARGE SHALL BE LINED IN ACCORDANCE WITH SECTION 405 OF THE STANDARD SPEC IFICATIONS FOR FRAME A ND COVER ~, SECTION C-C NOTE ALL MAN HOLES SHALL HAVE A FLAT TOP WH ERE TOTAL DEPTH IS 4-FT OR LESS DETAIL, SEE THIS SHEET "-__ ._·,,-~---j--,-'!-_ MANHOLE WITH THREE OR MORE PIPES AT INVERT LADDER RU NGS 1'-0" CC VERTICALLY PLACED FIRST RUNG PLACED BETWEEN TOP AND SECOND BR ICK COURSE CITY OF FAI RHO PE PU BLIC UTILI TIES 555 SOUTH SECTION STREET FA IRHOPE, ALA8AMA 3653 2 251.928 .8003 RUNN ING BOARDS -1 WHERE REQU IRED ~----~-----~ ',,,_CONCRETE SLAB SECTION A-A N.T.S STANDARD SANITARY SEWER DETAILS 11/25/20 PRECAST MANHOLE DETAILS PIPE DIAMETERS LESS THAN 24 -INCH S-1 TR A F F I C C O N T R O L P L A N TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. NTS 1. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE CITY OF FAIRHOPE PUBLIC WORKS DEPARTMENT AND THE BALDWIN COUNTY HIGHWAY DEPARTMENT. 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART IV. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR TRAFFIC CONTROL REQUIREMENTS. 4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATEST EDITION. TRAFFIC CONTROL NOTES: C18.0 REFERENCE FISCAL SHEET TEMPOR ARY TRAFFIC CONTROL PLAN SH EET PROJECT NO YEAR NO Htr;H -INT[NSIH ROTA T!HC.F LASHING, 0SCJLLATING,ORS TR0B£llGHT i0PtR I.TI HGJ IF THE CONTRACTOR CHOOSES TO SPLI CE Tf-E POS TS FOR THE REOU I REO POST i'OJN TEO CONS TRUCT ION SIGNS, Tl-£YSHA LL8E SPLICEOASSHOWNONDRAW!NGIHS-7!0-23, TYPICAL METHOD FOR INS TA L LING OR REM OVI NG CO NS TRUC TI ON SIGNS HEIGH T AND L ATERA L L OCATIO N OF POS T MOUN TED CONSTR UCTION SIGNS DETA I L FOR DRUM MOUN TED CONSTR UCTION SIGNS 0ES IGNBUREIIUSPE CIALORAWJ~ STANDAR D DETA ILS FOR TRA FFI C CONTRO L PL ANS 0RAWN 6Y• 0>1TE0RAWN1..D..6ll2L20.l9 SPEC I AL PR OJE CT DET AIL SHEET T I TLE 200 1A REFEREN CE FlSCAL SHE ET TEMP OR ARY TRA FF IC CON TROL P LAN S HEET PROJECT NO "'-'" R2 -I Rl 6 -3a TYP I CAL PL ACEMENT F OR ADVANCE G20-2 WA RN I NG SIG NS ~ cm 500' 500 ' 500' +-• BEGI N OR END ... .... WORK STATION f 250' 250' 250 ' 250' Rl 6-3 WZ0 -1 l'/3 -5b W20 -I WZ0 -1 1. AL LAIJV ......C EWARN I NG SIG N S RE □UI REDATTf-EBEGINNINGANOENOOFPROJECTSHALLBEPOSTf-O U N TEO . ALL S I GNSREQUIREO FOR THE LANE CLOS URE SHAL L BETEWORARYHOU\JTEO. SHALLSHO\,'THESPEEO I NTlt\,/ORKZONE. SIGNIYYlSHALLBEUSED I FSPEEDRED UC T I ONRE □U I RESTWOSJ G NS. S !GN(lZlSHALLSH01,'THE POSTEOSPEEDOUTSIOETHE 1,'0RKZONE , WORK AREA I I I I I !it INT ER SEC TING SIDE ROAD I I I I I I :I 1 TR AFFIC CONTRO L FOR IN T ERSE CTI NG SIDE ROA DS WITHIN ~ '11 20 -7 WORK AREA NOTE, THE\120-1 S !GN TO BEUSEOO N I NTERSECTING F!OAOSSHALLBEJ6'X36' IN5 I ZE, THE TEWORARY r-OUN TED\/20 -l SI GNSHO\/N ON Tl-£ SIOE ROA D, WI LL NOT BERE OUIREOIF ONE ISALRE AOYP OST MJU NTEO ON Tl-lE SIOE STR EE T. SEE TABL E 6E-1 OF THE MU TCD PART 6 FOR DISTANCE OF FLAGGER STATION JN ADVANCE OF THE \'/ORK AREA 500' ~ WZ0 -4 W20 -7 250' 50 0' ~TAPER SHALL BE FORMED BY PLAC I NG ONE CONE PER FOOT OF LA NE WIDTH. T WO LANE HIGHWA Y ONE LAN E CLOS URE W20 -7 250' 500' NOT TO SCALE G20-I REQU IRED SJGN SI ZES G20-I G20 -2 RZ-1 W3 -5b RIG-3 Rl6 -3a \\'20-1 W20 -4 W20 -7 48'X 24' 48'X 24 ' 24'x 30" 48"x 48 ' 48'X60" 48'X 48' 48'X 48' 48'X 48' 48'X 48' l£lliill fE TEMPORARY MOUNTED SI GN POS T MOUN TED SI GN .& CONES ~ FLAGGER 122ZZJ WORK AR EA l<O\COI.ISl:Ulo BOl!l[V~RO OES I GNBUREAU SPEC !ALORAW I NG DETA I LS FOR TR AFFI C CONTRO L FOR TWO LANE HI GH WAYS SP ECI AL PROJ ECT DETAIL SHEE T TITLE ,o 2002 ROUTE El e v a t i o n Offset (ft. from CL) STA = 0+50.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 1+00.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 1+50.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 2+00.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 2+50.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 3+00.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 7 . 7 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 7 . 9 0 ' Gr a d e B r e a k O f f s e t : 1 5 . 0 0 ' R El e v = 1 0 8 . 1 0 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 8 . 1 8 ' Gr a d e B r e a k O f f s e t : 2 3 . 8 2 ' R El e v = 1 0 8 . 5 6 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 7 . 5 4 ' Gr a d e B r e a k O f f s e t : - 1 2 . 0 0 ' L El e v = 1 0 8 . 0 2 ' Gr a d e B r e a k O f f s e t : - 1 9 . 5 0 ' L El e v = 1 0 5 . 5 2 ' Gr a d e B r e a k O f f s e t : - 2 6 . 0 0 ' L El e v = 1 0 7 . 3 1 ' Gr a d e B r e a k O f f s e t : - 3 0 . 0 0 ' L El e v = 1 0 7 . 4 7 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 7 . 2 7 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 7 . 4 5 ' Gr a d e B r e a k O f f s e t : 1 5 . 0 0 ' R El e v = 1 0 7 . 6 5 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 7 . 7 3 ' Gr a d e B r e a k O f f s e t : 2 0 . 9 0 ' R El e v = 1 0 7 . 8 2 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 7 . 0 9 ' Gr a d e B r e a k O f f s e t : - 1 2 . 0 0 ' L El e v = 1 0 7 . 5 6 ' Gr a d e B r e a k O f f s e t : - 1 9 . 5 0 ' L El e v = 1 0 5 . 0 6 ' Gr a d e B r e a k O f f s e t : - 2 6 . 0 0 ' L El e v = 1 0 6 . 4 9 ' Gr a d e B r e a k O f f s e t : - 3 0 . 0 0 ' L El e v = 1 0 6 . 6 5 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 6 . 6 6 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 6 . 8 4 ' Gr a d e B r e a k O f f s e t : 1 5 . 0 0 ' R El e v = 1 0 7 . 0 4 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 7 . 1 2 ' Gr a d e B r e a k O f f s e t : 2 0 . 5 2 ' R El e v = 1 0 7 . 0 6 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 6 . 4 8 ' Gr a d e B r e a k O f f s e t : - 1 2 . 0 0 ' L El e v = 1 0 6 . 9 5 ' Gr a d e B r e a k O f f s e t : - 1 9 . 5 0 ' L El e v = 1 0 4 . 4 5 ' Gr a d e B r e a k O f f s e t : - 2 6 . 0 0 ' L El e v = 1 0 5 . 8 4 ' Gr a d e B r e a k O f f s e t : - 3 0 . 0 0 ' L El e v = 1 0 6 . 0 0 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 5 . 8 1 ' Gr a d e B r e a k O f f s e t : 1 4 . 7 7 ' R El e v = 1 0 6 . 1 1 ' Gr a d e B r e a k O f f s e t : 1 7 . 3 7 ' R El e v = 1 0 6 . 2 7 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 5 . 6 3 ' Gr a d e B r e a k O f f s e t : - 1 2 . 0 0 ' L El e v = 1 0 6 . 1 0 ' Gr a d e B r e a k O f f s e t : - 1 6 . 8 4 ' L El e v = 1 0 5 . 1 6 ' Gr a d e B r e a k O f f s e t : - 2 0 . 8 4 ' L El e v = 1 0 5 . 5 6 ' Gr a d e B r e a k O f f s e t : - 2 4 . 0 6 ' L El e v = 1 0 5 . 6 1 ' Gr a d e B r e a k O f f s e t : - 2 6 . 1 8 ' L El e v = 1 0 5 . 6 4 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 4 . 9 8 ' Gr a d e B r e a k O f f s e t : 1 0 . 1 3 ' R El e v = 1 0 5 . 1 8 ' Gr a d e B r e a k O f f s e t : 1 2 . 5 8 ' R El e v = 1 0 5 . 3 3 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 4 . 8 0 ' Gr a d e B r e a k O f f s e t : - 1 5 . 4 6 ' L El e v = 1 0 5 . 3 4 ' Gr a d e B r e a k O f f s e t : - 2 0 . 4 7 ' L El e v = 1 0 5 . 4 2 ' Gr a d e B r e a k O f f s e t : - 2 1 . 8 5 ' L El e v = 1 0 5 . 2 8 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 4 . 5 7 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 4 . 7 5 ' Gr a d e B r e a k O f f s e t : 2 2 . 0 0 ' R El e v = 1 0 5 . 2 3 ' Gr a d e B r e a k O f f s e t : 3 0 . 0 0 ' R El e v = 1 0 5 . 5 5 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 4 . 3 9 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 5 . 0 6 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 5 . 1 4 ' Gr a d e B r e a k O f f s e t : - 2 6 . 9 5 ' L El e v = 1 0 4 . 5 4 ' 8" SDR 26 PVC 18" RCP 18" RCP 18" RCP 8" SDR 26 PVC 8" SDR 26 PVC 8" SDR 26 PVC 18" RCP 8" SDR 26 PVC 8" SDR 26 PVC CR O S S - S E C T I O N - E M O R Y L A N E TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. 1" = 5' C19.0 ~+--I-~-+--+-+-+----,--+-+­ ~+--I-~-+--+- +--- +--­ +--- -C----L-LJ_J__-+-_j_-1-------,_-+-+-- -C----L-LJ_J__-+- '---­ +-- -C----L_j___j_J__-+--l--1------,--+-+-- ~+--I-~-+--+- +-- '---­ +--- L.,-,..,.-.,---,,------,r--r-r-,7-T-·-- I-I--- 1-h ...-· t--~ -1--1----'--+---, t--~ -1--1----,--+---, ~~ Ll--+-+-+-- ~~ Ll--+-+-+-- V ...., l/ ... .... ... ,_ □ . '-, El e v a t i o n Offset (ft. from CL) STA = 3+50.00 95 100 105 110 115 120 95 100 105 110 115 120 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 4+00.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 4+50.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 5+00.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 5+50.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 6+00.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 Gr a d e B r e a k O f f s e t : - 2 2 . 1 4 ' L El e v = 1 0 5 . 0 0 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 4 . 8 9 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 4 . 8 1 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 4 . 1 4 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 4 . 3 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 4 . 5 0 ' Grade Break Offset: 22.00' R Elev = 104.98' Gr a d e B r e a k O f f s e t : 3 0 . 0 0 ' R El e v = 1 0 5 . 3 0 ' Gr a d e B r e a k O f f s e t : - 2 1 . 5 4 ' L El e v = 1 0 4 . 6 9 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 4 . 6 4 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 4 . 5 6 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 3 . 8 9 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 4 . 0 7 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 4 . 2 5 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 4 . 3 7 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 2 . 9 5 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 1 0 2 . 9 5 ' Grade Break Offset: 30.00' R Elev = 104.23' Grade Break Offset: -30.00' L Elev = 105.29' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 4 . 3 9 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 4 . 3 1 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 3 . 6 4 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 3 . 8 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 4 . 0 0 ' Grade Break Offset: 22.00' R Elev = 104.46' Gr a d e B r e a k O f f s e t : 3 0 . 0 0 ' R El e v = 1 0 4 . 7 8 ' Grade Break Offset: -30.00' L Elev = 104.80' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 3 . 9 0 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 3 . 8 3 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 3 . 1 6 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 3 . 3 4 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 3 . 5 2 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 3 . 6 4 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 2 . 1 4 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 1 0 2 . 1 4 ' Grade Break Offset: 30.00' R Elev = 103.63' Grade Break Offset: -30.00' L Elev = 103.08' Gr a d e B r e a k O f f s e t : - 2 8 . 9 7 ' L El e v = 1 0 3 . 0 5 ' Gr a d e B r e a k O f f s e t : - 2 2 . 6 1 ' L El e v = 1 0 2 . 4 6 ' Gr a d e B r e a k O f f s e t : - 1 8 . 2 1 ' L El e v = 1 0 2 . 5 1 ' Gr a d e B r e a k O f f s e t : - 1 4 . 2 0 ' L El e v = 1 0 2 . 5 6 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 2 . 7 7 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 2 . 9 5 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 3 . 0 7 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 1 . 5 7 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 1 0 1 . 5 7 ' Grade Break Offset: 30.00' R Elev = 103.07' Grade Break Offset: -30.00' L Elev = 102.40' Gr a d e B r e a k O f f s e t : - 2 5 . 7 9 ' L El e v = 1 0 1 . 8 5 ' Gr a d e B r e a k O f f s e t : - 1 1 . 1 7 ' L El e v = 1 0 2 . 0 4 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 2 . 1 9 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 2 . 3 7 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 2 . 4 9 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 0 . 9 9 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 1 0 0 . 9 9 ' Grade Break Offset: 30.00' R Elev = 102.49' 18" RCP 24" RCP 24" RCP 18" RCP 18" RCP 24" RCP 24" RCP 8" SDR 26 PVC 8" SDR 26 PVC 8" SDR 26 PVC CR O S S - S E C T I O N - E M O R Y L A N E TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. 1" = 5' C19.1 ---H--+---1-l --'--H --+---1--l- -C-- -t-- ' - / I o' 11 __ t--n-r1111ttt--ttt-f-+++-++~-+--H---+---+j___J_---lLLJ --t--r-t--+---l-+ I f---+-+---1--Ll _t--r-t--+---1--l­ f---+--+---1--Ll --t--r-t--+-+--l- ' -~---- \ '- [\J!=1~j=j==EfJ_;;;;J_q_j_ =_fL ::J_J :=fi.L,_LlJ....LLJ_j_J_L L.IT=iill=t:t_:t_t= __ ::j_ -=--:t-_:i::_;::1 __ =---=!:-=I==--=--~-- \ r -/ I/ \ IC" \ _! I-- - ~~~t--t-H-+---+---1- ~~~t--t-H-+---+---1- ~~--HH-+---1---1- r- I ~~ f------ ---- ----- -~~ -- ----, ' ../ I )-J u ----- \ -------- ' -- __ t-- t---+--++---1-__J_ ------l-+-+---1-- -- f-----~ f------ I El e v a t i o n Offset (ft. from CL) STA = 6+50.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 7+00.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 7+50.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 8+00.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 8+50.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 El e v a t i o n Offset (ft. from CL) STA = 9+00.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 Gr a d e B r e a k O f f s e t : - 2 1 . 4 1 ' L El e v = 1 0 2 . 2 2 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 2 . 1 8 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 2 . 1 1 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 1 . 4 4 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 1 . 6 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 1 . 8 0 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 1 . 9 2 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 1 0 0 . 4 2 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 1 0 0 . 4 2 ' Grade Break Offset: 30.00' R Elev = 101.92' Gr a d e B r e a k O f f s e t : - 2 2 . 3 0 ' L El e v = 1 0 1 . 8 2 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 1 . 6 9 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 1 . 6 1 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 0 . 9 4 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 1 . 1 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 1 . 3 0 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 1 . 4 2 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 9 9 . 9 2 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 9 9 . 9 2 ' Grade Break Offset: 30.00' R Elev = 101.42' Gr a d e B r e a k O f f s e t : - 2 1 . 2 5 ' L El e v = 1 0 1 . 4 1 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 1 . 4 4 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 1 . 3 6 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 0 . 6 9 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 0 . 8 7 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 1 . 0 5 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 1 . 1 7 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 0 ' R El e v = 9 9 . 6 7 ' Gr a d e B r e a k O f f s e t : 2 4 . 0 0 ' R El e v = 9 9 . 6 7 ' Grade Break Offset: 30.00' R Elev = 101.17' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 0 . 5 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 0 . 7 0 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 0 . 8 2 ' Gr a d e B r e a k O f f s e t : 3 0 . 0 0 ' R El e v = 9 8 . 8 2 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 1 0 0 . 3 4 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 1 . 0 1 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 1 . 0 8 ' Gr a d e B r e a k O f f s e t : - 2 3 . 6 4 ' L El e v = 1 0 1 . 3 5 ' Grade Break Offset: -29.65' L Elev = 101.50' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 0 . 6 3 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 0 . 5 6 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 9 9 . 8 9 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 1 0 0 . 0 7 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 1 0 0 . 2 5 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 1 0 0 . 3 7 ' Gr a d e B r e a k O f f s e t : 3 0 . 0 0 ' R El e v = 9 8 . 3 7 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 9 9 . 5 2 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 9 9 . 7 0 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 9 9 . 8 2 ' Gr a d e B r e a k O f f s e t : 2 0 . 0 5 ' R El e v = 9 9 . 0 5 ' Gr a d e B r e a k O f f s e t : 2 8 . 5 4 ' R El e v = 9 8 . 0 0 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 9 9 . 3 4 ' Gr a d e B r e a k O f f s e t : - 1 6 . 0 0 ' L El e v = 1 0 0 . 0 1 ' Gr a d e B r e a k O f f s e t : - 2 1 . 0 0 ' L El e v = 1 0 0 . 0 8 ' Gr a d e B r e a k O f f s e t : - 3 0 . 0 0 ' L El e v = 1 0 0 . 9 8 ' 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP CR O S S - S E C T I O N - E M O R Y L A N E TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. 1" = 5' C19.2 f-f-- r- / --.- )-___, r, \ I \ \ ---c--+-+-+-- -f-- ,-... ---f--+-+-+-- f­ -f- -f- -- f-- -- C-f-­ C-f-- / _/ / / ----! = ~ t ==!=t==:i=::-+--l_----1---+----l--_J f-- ' -! / 1------------- ', ' \ 1---_ ---H-+----1---~ f-f---HH----1--+ f--- ... ---H-+--+--1 ' '----H---1----1--+ '---- -- --- ~'----H-+----1--+ ---H-+----1----1 -- f--- r H--+--1-1----+ --t---t--t--+-+-----l--_j_ _ _J t-+-t--+-1----+ -~ t-_ ---j---t---_ -_ --+-+---_++--_ ---i--_ -_ ---IJ-_ -_ _j_+ -_ -_ f--- ----------- r--H +--+-+-+-+--++---l---t-+-+---t-+--+----l---_J t-+-+--+--1-_J_ -~ t-_--j_-_-_-_+t----_+l----_(-1----_-_-l-.)...-_-_lc _-_ - f--- ... H ----1----1-L_J_ ->---t----t----1-­ H----1-----1---L_J_ __ t----t----1---- -=== f--- - --- El e v a t i o n Offset (ft. from CL) STA = 9+50.00 90 95 100 105 110 115 90 95 100 105 110 115 0 5 10 15 20 25 300-5-10-15-20-25-30 Grade Break Offset: -30.00' L Elev = 99.81' Gr a d e B r e a k O f f s e t : - 2 4 . 7 5 ' L El e v = 9 9 . 2 8 ' Gr a d e B r e a k O f f s e t : - 1 9 . 7 5 ' L El e v = 9 9 . 2 1 ' Gr a d e B r e a k O f f s e t : - 9 . 0 0 ' L El e v = 9 8 . 3 8 ' Gr a d e B r e a k O f f s e t : 0 . 0 0 ' El e v = 9 8 . 5 6 ' Gr a d e B r e a k O f f s e t : 9 . 0 0 ' R El e v = 9 8 . 7 4 ' Gr a d e B r e a k O f f s e t : 1 3 . 0 0 ' R El e v = 9 8 . 8 6 ' Gr a d e B r e a k O f f s e t : 1 8 . 0 0 ' R El e v = 9 7 . 8 6 ' Gr a d e B r e a k O f f s e t : 2 2 . 0 0 ' R El e v = 9 7 . 8 6 ' Gr a d e B r e a k O f f s e t : 2 6 . 0 0 ' R El e v = 9 8 . 8 6 ' Grade Break Offset: 30.00' R Elev = 100.20' CR O S S - S E C T I O N - E M O R Y L A N E TH E P R E S E R V E A T P O I N T C L E A R AC H E E P R O P E R T I E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1971.20 JAN 2026 BS, WMG 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 01 - 1 4 - 2 0 2 6 DR C C O M M E N T S 1. 1" = 5' C19.3 --L___~-_L__I---- ------ -l----1---L__t-- -I---1----i------ . r-