HomeMy WebLinkAbout09-22-2025 City Council Work Session Agenda Packet
CITY OF FAIRHOPE
CITY COUNCIL WORK SESSION AGENDA
Monday, September 22, 2025 - 4:30 PM
City Council Chambers
Council Members
Kevin G. Boone
Jack Burrell
Jimmy Conyers
Corey Martin
Jay Robinson
Business License Code, Chapter 8; Section 22. License Classifications
Next City Council Work Session, Monday, October 13, 2025, 4:30 p.m.
Fairhope Municipal Complex
Council Chambers
161 North Section Street
Page 1 of 52
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1803
FROM: Kim Creech, City Treasurer
SUBJECT: Review FY2026 Utilities Budget
AGENDA
DATE:
September 22, 2025
RECOMMENDED ACTION:
Kim Creech, City Treasurer, to review FY2026 Utilities Budget to City Council.
BACKGROUND INFORMATION:
FY2026 Utilities Budget
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 2 of 52
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1804
FROM: Jennifer Olmstead, Revenue Manager
SUBJECT:
AGENDA
DATE:
RECOMMENDED ACTION:
BACKGROUND INFORMATION:
The Code of Ordinance, City of Fairhope, Alabama,
Section 22 is hereby amended to reflect the addition of
the following NAICS codes with fee schedule. CODE
NAICS TITLE; SUGGESTED
LICENSE GROUPING
SCHEDULE
459991 Tobacco, Electronic
Cigarette, and other Smoking
Supplies Retailer
C
424940 Tobacco Product and
Electronic Cigarette Merchant
Wholesaler
E
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 3 of 52
ORDINANCE NO. ____
AN ORDINANCE TO AMEND ORDINANCE NO. 1233,
KNOWN AS THE BUSINESS LICENSE CODE
OF THE CITY OF FAIRHOPE
SCHEDULE OF LICENSES AND FEES
BE IT ORDAINED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE,
ALABAMA, AS FOLLOWS:
AMENDING CHAPTER 8
Section 22. License classifications.
By amending/adding the following:
The Code of Ordinance, City of Fairhope, Alabama, Section 22 is hereby amended to reflect
the addition of the following NAICS codes with fee schedule.
CODE NAICS TITLE; SUGGESTED LICENSE GROUPING SCHEDULE
459991 Tobacco, Electronic Cigarette, and other Smoking Supplies Retailer C
424940 Tobacco Product and Electronic Cigarette Merchant Wholesaler E
The Balance of Chapter 8 – Article 1. – Business License Code, Taxes and Regulations,
(Sections 8-1 through 8-29) remains as written and codified in the City of Fairhope Code of
Ordinances.
Severability. The sections, paragraphs, sentences, clauses and phrases of this ordinance are
severable, and if any phrase, clause, sentence, paragraph or section of this ordinance shall be
declared unconstitutional by a court of competent jurisdiction, then such ruling shall not
affect any other paragraphs and sections, since the same would have been enacted by the
municipality council without the incorporation of any such unconstitutional phrase, clause,
sentence, paragraph or section.
Effective Date. This ordinance shall take effect immediately upon its due adoption and
publication as required by law.
ADOPTED AND APPROVED THIS 22ND DAY OF SEPTEMBER, 2025
_________________________________
Jack Burrell, Council President
ATTEST:
_________________________________
Lisa A. Hanks, MMC
City Clerk
ADOPTED AND APPROVED THIS 22ND DAY OF SEPTEMBER, 2025
________________________________
Sherry Sullivan, Mayor
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Page 31 of 52
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1805
FROM: Jennifer Olmstead, Revenue Manager
SUBJECT: Discussion regarding the City of Fairhope Vape Product Excise Tax
Ordinance.
AGENDA
DATE:
September 22, 2025
RECOMMENDED ACTION:
Discussion regarding the City of Fairhope Vape Product Excise Tax Ordinance.
BACKGROUND INFORMATION:
WHEREAS, pursuant to Title 11, Chapter 51, Article 2 of the Code of Alabama, 1975,
municipalities are granted the authority to license and tax businesses operating within
their jurisdiction; and
WHEREAS, the City of Fairhope desires to establish an excise tax on consumable
vapor product wholesalers and retailers; and a gross-receipts-based business license
requirement for wholesalers and retailers of consumable vapor products, in accordance
with current state law;
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 32 of 52
ORDINANCE NO. _____
AN ORDINANCE TO LEVY A LOCAL EXCISE TAX AND REQUIRE
BUSINESS LICENSES FOR THE SALE OF CONSUMABLE VAPOR
PRODUCTS IN THE CORPORATE LIMITS AND POLICE JURISDICTION
OF THE CITY OF FAIRHOPE
WHEREAS, pursuant to Title 11, Chapter 51, Article 2 of the Code of Alabama, 1975,
municipalities are granted the authority to license and tax businesses operating within
their jurisdiction; and
WHEREAS, the City of Fairhope desires to establish an excise tax on consumable
vapor product wholesalers and retailers; and a gross-receipts-based business license
requirement for wholesalers and retailers of consumable vapor products, in accordance
with current state law;
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY OF FAIRHOPE, ALABAMA AS FOLLOWS:
SECTION 1. Definitions.
The following terms, as used in this article, shall have the respective meanings as
follows:
a. "City" shall mean the City of Fairhope, an Alabama municipal corporation.
b. "Person" shall include every individual, partnership, limited liability company,
association, limited liability partnership, or other form of organization engaged in any
for-profit or not-for-profit activity.
c. “Consumable Vapor Product” shall mean and have the same meaning as the term
is defined in Section 40-23-1, Code of Alabama 1975
d. “Vapor Product” shall mean and have the same meaning as the term is defined in
Section 40-23-1, Code of Alabama
e. “Wholesaler” shall mean any person or business entity who sells consumable vapor
products to retailers and not to end-users.
f. “Retailer” shall mean any person or business entity who sells consumable vapor
products to individual consumers or to the end-user, whether from a storefront or
online, and regardless of location.
g. “Gross Receipts” shall mean the total revenue received from the sale of
consumable vapor products from all sources and before deductions.
h. “Milliliter (mL)” shall mean one thousandth of a liter, which is typically the unit
of measure used for the volume of consumable vapor products sold or distributed.
i. “Business license” shall mean an annual license issued by the City for the privilege
of doing any kind of business, trade, profession, or any other activity in the City.
SECTION 2. Excise Tax Imposed.
Every person who sells consumable vapor products, whether as a retailer, wholesaler,
or both, shall pay an excise tax to the City, which is hereby fixed and established as
follows:
Page 33 of 52
Ordinance No. _____
Page -2-
• Ten cents ($0.10) per milliliter (mL) of consumable vapor products sold or
delivered by them within the corporate limits of the City; and
• Five cents ($0.05) per milliliter (mL) of consumable vapor products sold or
delivered by them outside the corporate limits but within the City's police
jurisdiction.
SECTION 3. Exemptions from subsequent Excise Tax.
The excise tax established in Section 2 of this Ordinance shall only be charged one
time on each unit of a consumable vapor product, thus, if a Wholesaler or Retailer
purchases consumable vapor products from a Wholesaler who has already paid the
City the excise tax as outlined in Section 2 above, no additional excise tax on the re-
sale of such consumable vapor products shall be owed. However, to qualify for this
exemption, such person must submit a sworn written statement to the Revenue
Director or their designee by the 20th of each month, detailing:
• All purchases of consumable vapor products made by such person in the
preceding calendar month (Wholesaler’s name, address, date of purchase,
description of products, quantity of products); and
• Proof of the payment of the excise tax for the consumable vapor products by
the Wholesaler to the City.
SECTION 4. Monthly Statement of Sales Required.
Each Wholesaler or Retailer of consumable vapor products shall submit a sworn
written statement to City or its designee by the 20th day of each month, providing:
1. The quantity in milliliters (mL) of all consumable vapor products sold or
delivered by them within the corporate limits of the City; and
2. The quantity in milliliters (mL) of all consumable vapor products sold or
delivered by them outside the corporate limits but within the police jurisdiction
of the City;
SECTION 5. Required Business Licenses.
Each person desiring to engage in the wholesale or retail sale of consumable vapor
products in the City and/or in its police jurisdiction must first obtain a business license
from the City under the applicable category:
• Retailers of consumable vapor products must be licensed under NAICS
459991: Tobacco, Electronic Cigarette, and other Smoking Supplies Retailer
with license fee calculated based on Schedule C of Chapter 8, Section 8-23,
Code of Fairhope, Alabama.
• Wholesalers of consumable vapor products must be licensed under NAICS
424940: Tobacco Product and Electronic Cigarette Merchant Wholesaler with
license fee calculated based on Schedule E of Chapter 8, Section 8 -23, Code
of Fairhope, Alabama.
The license must be renewed annually and remains subject to all provisions of the
City’s general business licensing ordinance.
Page 34 of 52
Ordinance No. _____
Page -3-
SECTION 6. Out-of-City Wholesalers or Retailers.
Wholesalers or Retailers without a physical business location in the City or in its police
jurisdiction who sell or deliver consumable vapor products within the police
jurisdiction or corporate limits of the City must first obtain the required Fairhope
business license and must fully comply with the filing and tax remittance requirements
of the Code of Fairhope, Alabama.
SECTION 7. Failure to File or Submitting False Statements.
Any person who fails to file the required monthly statement, submits false information,
or who fails to first obtain a business license before selling or distributing consumable
vapor products shall be subject to a fine of $500 per offense. Each day the person is in
violation shall constitute a separate offense. In addition, such person shall be subject
to their business license being revoked (if they have one) or not issued until all fines,
penalties, and interest have been paid.
SECTION 8. Payment Deadlines and Penalties.
The excise tax imposed by this ordinance is due on the 1st day of each month and must
be paid no later than the 20th day of the same month. Failure to file and/or pay on time
shall be considered a continuing offense, and each day shall constitute a separate
offense. A penalty of fifteen (15) percent shall be added to any delinquent tax payment
and interest shall be charged to any delinquent tax payment computed at the same rate
as provided by Section 40-1-44, Code of Alabama 1975.
SECTION 9. Duty to permit inspection and produce records.
Upon demand, it shall be the duty of all persons selling or distributing consumable
vapor products in the corporate limits or police jurisdiction of the City to:
(a) Permit the designee of the City to enter and to inspect all portions of their
place or places of business for the purposes of enabling said municipal
designee to gain such information as may be necessary or convenient for
determining the proper license classification, determining the correct
amount of the excise tax, and/or determining their compliance with City
ordinances, codes, and regulations;
(b) Furnish information, during reasonable business hours, at the person's place
or places of business, all books of account, invoices, papers, reports and
memoranda containing entries showing amount of purchases, sales receipts,
inventory and other information from which the correct license tax
classification of such person may be ascertained and the correct amount of
excise tax to which they are subject may be determined, including exhibition
of bank deposit books, bank statements, copies of sales tax returns to the
State of Alabama, copies of Alabama income tax returns and federal income
tax returns. Refusal to provide these documents is a violation of this
ordinance.
SECTION 10. Penalties for Violations.
Any person violating any of the provisions of this article shall, upon conviction, be
punished by a fine not to exceed $500.00 for each offense, or by imprisonment for a
period not exceeding six months, or by both such fine and imprisonment, pursuant to
the Section 1-8, Code of the City of Fairhope, Alabama with each day constituting a
separate offense.
Page 35 of 52
Ordinance No. _____
Page -4-
SECTION 11. No Impact on General Business License Ordinance.
This ordinance does not repeal any part of the City’s existing Business License
Ordinance. Taxes established herein are additional and cumulative to any other
applicable license requirements.
SECTION 12. No Retroactive Effect.
This ordinance does not affect violations committed under prior ordinances or the
validity of any bond or deposit made under prior rules. All such obligations remain in
effect for their prescribed terms.
SECTION 13. Severability
The sections, paragraphs, sentences, clauses and phrases of this ordinance are
severable, and if any phrase, clause, sentence, paragraph or section of this ordinance
shall be declared unconstitutional by a court of competent jurisdiction, then such ruling
shall not affect any other paragraphs and sections, since the same would have been
enacted by the municipality council without the incorporation of any such
unconstitutional phrase, clause, sentence, paragraph or section.
SECTION 14. Effective Date
This ordinance shall become effective on October 1, 2025 following its adoption and
lawful publication.
ADOPTED AND APPROVED THIS 22ND DAY OF SEPTEMBER, 2025
________________________________
Jack Burrell, Council President
ATTEST:
_______________________________
Lisa A. Hanks, MMC
City Clerk
ADOPTED AND APPROVED THIS 22ND DAY OF SEPTEMBER, 2025
________________________________
Sherry Sullivan, Mayor
Page 36 of 52
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1810
FROM: Richard Johnson, City Engineer
SUBJECT:
AGENDA
DATE:
RECOMMENDED ACTION:
BACKGROUND INFORMATION:
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 37 of 52
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BANCROFT CORNER
SITE IMPROVEMENTS
CITY OF FAIRHOPE, ALABAMA
APRIL 2025
SHEET INDEX
Existing Conditions Survey..........................................................
Demolition....................................................................................
Grading Plan.................................................................................
Hardscape Plans and Details ......................................................
Irrigation Plans and Details..........................................................
Landscape Plans and Details......................................................
Landscape Lighting and Details..................................................
1.PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT SITE AND THOROUGHLY
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND WITH THE
CONTRACT DOCUMENTS ANY QUESTIONS OR DISCREPANCIES REGARDING
THE NATURE OR INTENT OR THE WORK SHALL BE DIRECTED TO THE
ARCHITECT AND/OR LANDSCAPE ARCHITECT PRIOR TO BIDDING.
2.ALL DEMOLITION AND REMOVAL WORK SHALL BE EXECUTED IN
CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL
GOVERNING AUTHORITIES.
3.CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY ON THE PROJECT, AND
SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN SAFE WORKING
CONDITIONS. SITE SHALL BE SECURED, AS REQUIRED, TO PREVENT
UNAUTHORIZED ACCESS TO THE WORK.
4.CARE SHOULD BE TAKEN AT INTERFACE BETWEEN DEMOLITION AND
EXISTING CONSTRUCTION TO REMAIN. THIS CARE IS TO AVOID ANY
DAMAGE TO EXISTING CONSTRUCTION TO REMAIN, AND TO UTILITIES,
WHICH SERVES THAT CONSTRUCTION. THE CONTRACTOR SHALL
CORRECT ALL DAMAGE CAUSED BY HIS WORKMEN, AT NO ADDITIONAL
COST TO THE OWNER.
5.THE CONTRACTOR SHALL NOTIFY, COORDINATE, SCHEDULE AND RECEIVE
PERMISSION FROM THE OWNER PRIOR TO ANY SHUT DOWN OF THE SITE
AND/OR BUILDING UTILITIES AS REQUIRED TO COMPLETE THE WORK.
NOTIFICATION SHALL INCLUDE THE LENGTH OF TIME REQUIRED TO SHUT
DOWN, LENGTH OF TIME SERVICE WILL BE DISCONNECTED, AND TIME
REQUIRED TO RECONNECT SERVICES.
6.THE CONTRACTOR SHALL CONFORM TO THE CITY OF FAIRHOPE
REQUIREMENTS FOR THE PROTECTION OF ALL TREES TO REMAIN ON SITE.
7.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BY THE CITY OF
FAIRHOPE, INCLUDING BUT NOT LIMITED TO SIGNAGE AND TREE
TRIMMING/REMOVAL PERMITS.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS,
INCLUDING SHORING, BRACING, AND SEQUENCING NECESSARY FOR
PROPER COMPLETION OF THE PROJECT.
GENERAL NOTES:
STORM WATER EROSION CONTROL NOTE:
THE CONTRACTOR MUST OBTAIN AND SIGN A STORM
WATER EROSION CONTROL AGREEMENT WITH THE CITY
OF FAIRHOPE. THE CONTRACTOR IS RESPONSIBLE FOR
ABIDING BY ADEM REGULATIONS THROUGHOUT THE
CONSTRUCTION OF THE PROJECT, AND MUST
UNDERSTAND THAT THE CITY WILL ISSUE A STOP WORK
ORDER AT ANY TIME THESE MEASURES ARE NOT IN
COMPLIANCE UNTIL THE SITE IS IN COMPLIANCE. THE
CONTRACTOR SHOULD OBTAIN A COPY OF THESE PRIOR
TO BID, SO THAT REQUIREMENTS ARE KNOWN.
ES1.0
D1.0
C1.0
H1.0 - H3.1
I1.0 - I2.0
L1.0 - L2.0 (N.I.C.) FOR REFERENCE ONLY
LV1.0 (N.I.C.) FOR REFERENCE ONLY
TRAFFIC CONTROL, SAFETY ITEMS
CONTRACTOR SHALL ENSURE AND MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES
THROUGH THE SPACE. CONTRACTOR SHALL ERECT ALL WARNING SIGNS, AND
PROVIDE THE APPROPRIATE PERSONNEL, IF REQUIRED, AND ALL OTHER ITEMS
REQUIRED TO SAFELY HANDLE VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH
WORK AREA. CONTRACTOR MUST COORDINATE THIS ACTIVITY WITH THE CITY OF
FAIRHOPE. TRAFFIC CONTROL DEVICES SHALL BE PROVIDED BY THE
CONTRACTOR. TRAFFIC CONTROL DEVICES PROVIDED MUST COMPLY WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.
CONTRACTOR SHALL UNDERTAKE AND MAINTAIN ADEQUATE SAFETY MEASURES
AS AND WHEN NECESSARY TO PROTECT EXISTING ROADS, STREETS, AND
WALKWAYS FROM DAMAGE BY VEHICULAR TRAFFIC AND/OR HEAVY EQUIPMENT.
FAIRHOPE AVE
MAGNOLIA AVE
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FAIRHOPE AVENUE 80 FT. PUBLIC R/W
Civil
Engineering
& Surveying
PROJ MGR
OFSHEET
FILE
PROJECT
SCALE
DED
11
20251508.DWG
20251508
1" = 10'
CHKD.JDG
DRAWN JAF
THE CITY OF FAIRHOPE
SURVEYOR'S CERTIFICATELEGEND:
TOPOGRAPHIC SURVEY
N
0 5 10 20
10 SCALE
SURVEYOR'S NOTES:
N
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B AAMALA
HL
D E.DIEDAVI
FAIRHOPE SINGLE TAX &
9969 WINDMILL ROAD
FAIRHOPE, AL 36532
(251) 990-6566
(CA-1167)
GR
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*THIS IS NOT A PROPERTY BOUNDARY SURVEY*
Page 39 of 52
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EXISTING CONDITIONS
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8 24
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(9) TREES TO BE REMOVED (9) TREES TO BE REMOVED
FOUNTAIN TO BE
REMOVED AND STORED
AT OWNER'S WAREHOUSE
TREE TO BE REMOVED
LIGHT POLE TO BE REMOVED AND
GIVEN TO THE CITY
LIGHT POLE TO BE REMOVED
AND GIVEN TO THE CITY
LIGHT POLE TO BE
REMOVED AND GIVEN
TO THE CITY
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DEMOLITION PLAN
LEGEND
ASPHALT TO BE
REMOVED (247 SF)
LANDSCAPE MATERIAL TO BE
REMOVED (1791 SF)
PAVERS TO BE
REMOVED (2725 SF)
THE CONTRACTOR SHALL ACCURATELY
OUTLINE ALL AREAS TO BE REMOVED -
WITH WASHABLE SPRAY PAINT - FOR
APPROVAL FROM CITY PRIOR TO
REMOVING ANY SURFACES.
COMMUNICATION NOTE:
ACCESS TO BUSINESSES DURING
CONSTRUCTION IS PARAMOUNT. THE
CONTRACTOR SHALL ENSURE THAT EVERY
BUSINESS THAT IS IMPACTED BY THIS
PROJECT IS ABLE TO BE ACCESSED FROM
ONE DIRECTION OR THE OTHER. THE
CONTRACTOR SHALL NOTIFY THE OWNER'S
REPRESENTATIVE 72 HOURS PRIOR TO ANY
MAJOR WORK BEING DONE THAT MAY IMPACT
THESE SURROUNDING PROPERTIES. THE
CONTRACTOR SHALL NOTIFY THE OWNERS
REPRESENTATIVE 7 CALENDAR DAYS IN
ADVANCE OF WORK BEING DONE THAT MAY
DISRUPT DELIVERIES TO ANY ONE
BUSINESS/PROPERTY.
EXISTING ELECTRICAL NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REMOVAL OF AND COORDINATION WITH
THE CITY ON EXISTING ELECTRICAL
COMPONENTS.
CONCRETE TO BE
REMOVED (86 SF)
CURB TO BE REMOVED (217 LF)
NORTH
0 feet16
1/8" = 1'-0"
8 24
THE CONTRACTOR IS RESPONSIBLE FOR DAILY
CLEANUP AFTER MAJOR SITE DEMOLITION
AND/OR CONCRETE CONCRETE SAW-CUT
ACTIVITY TO PROVIDE PATRONS AND BUSINESS
OWNERS A CLEAN AND SAFE WALKWAY
THROUGHOUT THE DURATION OF THE PROJECT.
Page 41 of 52
FAIRHOPE AVENUE 80 FT. PUBLIC R/W
PUBLIC ANGLE PARKING
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RIBBON CURBRIBBON CURB
118.57
118.62 118.62
118.67
118.58
118.53
118.58
118.63
118.53
118.48
118.53
118.58
118.43
118.38
118.43
118.48
118.38
118.33
118.38
118.43
118.60
118.67 118.67
118.73
118.57
118.46
118.35
118.46118.77
118.71
118.65
118.71
118.75
118.82 118.82
118.88
118.80
118.86 118.86
118.92
119.22
119.17
118.97
119.00
118.92 118.82
118.85 118.77
118.72
119.19119.29119.36
119.51119.60119.73
118.51 118.47
118.42 118.32
118.27
118.72
118.74
118.05
118.26
117.84
118.23
118.20
118.14
117.98
117.94
117.92
117.89
117.90
118.40
118.40
118.52
118.18
118.00
117.89
118.21
SHEET
C01
20251508
JJM
DRAWN
DATE
SCALE
JOB No.
6/30/25
1"=10'
SE
A
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Know what's below.
before you dig.Call
GR
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PL
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SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THE
EXISTING BUILDING.
THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN.
ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL
RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN.
EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE
PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER
GRADING & DRAINAGE NOTES
STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR
ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I.
AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR &
GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES
BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE
WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE.
ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO
GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER
INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED.
THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING
CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET.
ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC
SAFETY ADJACENT TO THE CONSTRUCTION SITE.
LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL
THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,
HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
COMPANY OR EQUAL.
AND HIGHWAYS, LATEST EDITION.
MATERIALS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
MAXIMUM CUT OR FILL SLOPE IS 3H:1V
CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END
OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.
THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT
CONDITIONS FOR THE DEVELOPMENT OF THE SITE.
ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.
PROPOSEDEXISTING
GRADING & DRAINAGE PLAN LEGEND
CONTOURS
SPOT ELEVATION
XXX
+ XXX.XX
XXX
XXX.XX
HIGH POINT HP
DROP INLET (DI)
6/
3
0
/
2
5
CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING
REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED
TO THE RIGHT OF WAY.
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Page 42 of 52
EJ EJ
EJ EJ
EJ
EJEJ
EJ
EJ
EJ
EJ
EJ
EJ EJ
EJ EJ
EJ
EJ EJ
EJ
EJ
EJ
EJ
EJ EJ
EJ
EJ EJ
EJ
EJ
EJEJEJ EJ EJ
EJ EJ EJ
EJEJ
EJ
EJ
EJ
EJ
EJ
EJ
EJEJ
H1.0
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NORTH
HARDSCAPE PLAN
ADA REQUIREMENTS FOR ALL PAVED PEDESTRIAN SURFACES AND WALKWAYS:
MAXIMUM OF 2% CROSS SLOPE AND A MAXIMUM OF 5% RUNNING SLOPE. IF SPOT
ELEVATIONS OR SLOPES ARE AMBIGUOUS, OR SHOWN TO EXCEED THIS
AMOUNT, CONTACT THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO
PROCEEDING WITH THE WORK.
CONCRETE BANDING CONTROL JOINT NOTE:
CONTROL JOINTS SHALL OCCUR WHERE
SHOWN ON THE PLAN AS "CJ" OR WHERE
CONCRETE BANDING POURED. THIS COULD
INCLUDE (BUT IS NOT LIMITED TO) , CONCRETE
CURBS, CONCRETE BANDS, AND RIBBON
CURBS. CONTROL JOINTS SHALL NEVER BE
FURTHER THAN 8'-0" APART. ALL CONCRETE
BAND EDGE RESTRAINTS SHALL HAVE A
CONTROL JOINT NO MORE THAN 4'-0" ON
CENTER AND AT EACH BANDING
INTERSECTION. BANDING JOINTS SHALL BE
LAID OUT BY CONTRACTOR FOR APPROVAL BY
LANDSCAPE ARCHITECT.
CONCRETE EXPANSION JOINT NOTE:
EXPANSION JOINTS SHALL OCCUR WHERE
SHOWN ON THE PLAN AS "EJ" OR WHERE
CONCRETE IS TO BE POURED AGAINST ANY
EXISTING SURFACE OR ABUTMENT. THIS
COULD INCLUDE (BUT IS NOT LIMITED TO)
SEAT WALLS, CONCRETE CURBS OR BANDS,
AND BUILDING WALLS. EXPANSION JOINTS
SHALL NEVER BE FURTHER THAN 24'-0"
APART.
EXCAVATION NOTES:
ALL EXCAVATION WORK WITHIN THE DRIPLINE OF A
TREE SHALL BE INSTALLED WITH AN "AIR SPADE"
AND BY HAND TO AVOID ALL DAMAGE TO ROOTS.
NO MACHINERY SHALL BE USED WITHIN THE
DRIPLINE. THE CONTRACTOR SHALL NOT HARM
THE TREE OR THE TREES' ROOTS IN ANY WAY
SHAPE OR FORM. IF ANY HARDSCAPE ELEMENTS
CONFLICT WITH TREE ROOTS, THE CONTRACTOR
SHALL COORDINATE WITH THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION FOR
PROPOSED ADJUSTMENTS.
6
H2.0
1
H2.0
2
H2.0
4
H2.0
5
H2.0
32-01
P-102
03-31
RAISED PLANTER
FLUSH PLANTER
ORNAMENTAL ALUMINUM
FENCE @ 5' HT.
SCULPTURE BY
OTHERS
7
H2.0
0 feet16
1/8" = 1'-0"
8 24
1/
8
"
=
1
'
-
0
"
8
H2.0
3
H2.1
6
H2.0
4
H2.0
ADA TRUNCATED DOME
PAVERS
5
H2.0
8" CONCRETE BAND WITH 24"
ROUND BRONZE PLAQUE -
ARTWORK TO BE PROVIDED
BY CITY.
BRICK PAVER WITH
CONCRETE BAND
PLANTER SEATWALL
S-102
S-101
ALTERNATE CONCRETE
PAVING
2
H2.1
CODE DESCRIPTION QTY DETAIL
Cast-In-Place Concrete
6" CONCRETE CURB
3500 PSI
SMOOTH TROWEL FINISH
REINFORCEMENT: #3 REBAR CONT.
36 LF 5/H2.0
ALTERNATE CONCRETE PAVING
4000 PSI
THICKNESS: 4"
FINISH: REF. DETAIL
515 SF 2/H2.1
32 Exterior Improvements
AMENDED BED AREA
DEPTH 6"
COMPOSITION: LOAMUS - SUBMIT SAMPLES FOR APPROVAL
FERTILIZER: 12:6:8 @ 7LBS/1000SF
PRE-EMERGENT: GRANULAR (TREFLAN) @ 3.5LBS/1000 SF
MULCH: REF DETAIL
3 530 SF 1/L2.0
Demolition
CURB TO BE DEMOLISHED 185 LF
LANDSCAPE MATERIAL TO BE DEMOLISHED 1 021 SF
Fence
ORNAMENTAL ALUMINUM FENCE
HEIGHT: 5'
COLOR: TBD
200 LF 7/H2.1
Paving
BRICK PAVER
BASE MATERIAL: CONCRETE
PAVER MFG: PINEHALL BRICK
PAVER TYPE: ENGLISH EDGE
PAVER SIZE: 4" X 8" X 2.25"
PAVER COLOR: FULL RANGE
PATTERN: 45D HERRINGBONE
JOINT TYPE: BUTT JOINT
JOINT SIZE: PER MFG.
JOINT IN-FILL TYPE: SEK POLYMERIC SAND
JOINT IN-FILL COLOR: TAN
SEALER: SEK SB-5000
3 439 SF 2/H2.0
12" CONCRETE BAND 706 LF 1/H2.0
Site Furnishings
LANDSCAPE FORMS BRAVO BISTRO TABLE
FREESTANDING TABLE WITH STAINLESS STEEL AND CARBON
STEEL COMPONENTS.
TABLE: BLUE ASH POWDERCOAT ARCHITECTURAL SERIES
4
LANDSCAPE FORMS BRAVO BISTRO CHAIR
MADE WITH STAINLESS STEEL AND CARBON STEEL
COMPONENTS.
CHAIR: BLUE ASH POWDERCOAT ARCHITECTURAL SERIES
8
Wall
PLANTER SEAT WALL
FOOTING SIZE: 24"W X 12"D
CMU SIZE: 8"X8"X16"
REINFORCEMENT: PER DETAIL
WALL FINISH TYPE: BURLINGTON MODULAR - COLUMBUS BRICK
MORTAR FINISH: GRAPEVINE
MORTAR TYPE: TYPE N
MORTAR COLOR: T.B.D.
WALL CAP TYPE: PRECAST
AVG. WALL HEIGHT: REF DETAIL
109 LF 6/H2.0
MASONRY SEAT WALL
FOOTING SIZE: 24"W X 12"D
CMU SIZE: 8"X8"X16"
REINFORCEMENT: PER DETAIL
WALL FINISH TYPE: BURLINGTON MODULAR - COLUMBUS BRICK
MORTAR FINISH: GRAPEVINE
MORTAR TYPE: TYPE N
MORTAR COLOR: T.B.D.
WALL CAP TYPE: PRECAST
AVG. WALL HEIGHT: REF DETAIL
19 LF 9/H2.0
03-31
03-32
32-01
D-102
D-103
F-301
P-102
P-103
S-101
S-102
W-101
W-102
REFERENCE NOTES SCHEDULE
NOTE: QUANTITIES SHOWN IN THE "HARDSCAPE SCHEDULE" ARE SOLELY FOR THE CONVENIENCE
OF THE LANDSCAPE CONTRACTOR. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE
"HARDSCAPE PLAN" AGAINST THOSE SHOWN IN THE "HARDSCAPE SCHEDULE", AND INSTALL THOSE
QUANTITIES SHOWN ON THE "HARDSCAPE PLAN".
Page 43 of 52
H2.0
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BRICK PAVER WITH CONCRETE BAND PLAZA DETAIL
1/16" = 1'-0"
ADJACENT PAVING
6" TH. LIMESTONE BASE
(A BASE LIMESTONE - COMPACTED 95%
STANDARD PROCTOR)
12" WIDE 10" DEEP CONCRETE BAND
WITH TROWEL FINISH AT 4000 PSI -
REF CIVIL DRAWINGS
NOTE:
PAVER SHALL BE A FAIRHOPE RED BRICK. THE
CONTRACTOR SHALL SUBMIT A COLOR CHART AND
PROVIDE A MOCK-UP PAVER PATTERN FOR OWNER AND
OWNER'S REPRESENTATIVE'S APPROVAL
SEE EXPANSION JOINT
DETAIL ON SAME SHEET
1" SAND SETTING BED
COMPACTED SUBGRADE -
COMPACTED TO 95%
STANDARD PROCTOR
APPROVED GEO-TEXTILE
FABRIC
HERRINGBONE INFILL
60mm TH. FAIRHOPE RED BRICK
- FULL RANGE - SUBMIT
SAMPLES FOR APPROVAL
TECHNI-SEAL GATOR SAND
OR APPROVED EQUAL
1
P-CO-BAN-02
BRICK PAVER WITH CONCRETE BAND PLAZA PLAN DETAIL
1/16" = 1'-0"
12" CONCRETE BAND
HERRINGBONE PATTERN INFILL
FAIRHOPE RED BRICK FULL
RANGE - SUBMIT SAMPLES
FOR APPROVAL
HAND-TOOLED
CONTROL JOINTS -
4' ON CENTER.
EXPANSION JOINTS
24' ON CENTER
BRICK BORDER
2
P-CO-BAN-03
ADA RAMP SECTION W/ TRUNCATED DOME PAVERS
1/16" = 1'-0"
STREET
PAVING
VARIES
REF. PLAZA DETAILS
NTS
1" SAND SETTING
BED
FAIRHOPE RED BRICK PAVERS
SET ON 1" SAND SETTING BED
(SEE PLAN H1.0)
NOTE:
CONTRACTOR SHALL VERIFY ALL SLOPES
PRIOR TO CONSTRUCTING RAMPS. ADA
RAMPS WILL NOT EXCEED 1" RISE FOR ANY
12" DISTANCE.
REF ENGINEERING PLANS
24"
ADA TRUNCATED
PAVERS
CURB RETURN -
REF PLANS.
TECHNISEAL GATOR SAND JOINTS
(OR APPROVED EQUAL)
6x6 WELDED WIRE MESH
4" TH. CONCRETE BASE - 4,000 PSI
COMPACTED SUBGRADE
- COMPACT TO 95%
STANDARD PROCTOR
WWW.PAVESTONEATLANTA.COM, "ADA PAVER",
OR APP'D. EQ., SUBMIT COLOR CHART FOR
APPROVAL. PAVERS ARE TO BE SET ON 1" SAND
SETTING BED W/1/2" JOINTS
CHARCOAL ADA PAVERS
4
P-CO-BAN-05
2% SLOPE
PLANTING BED
(2) #4 REBAR
4,000 PSI CONCRETE CURB
COMPACTED SUBGRADE
#4 REBAR @ 16" O/C
SAW CUT EXISTING ASPHALT
AND PATCH WITH APPROVED
METHODS WHERE NECESSARY
CRUSHED AGGREGATE BASE
COURSE (825 - A), PLANT
MIXED, 5" COMPACTED
THICKNESS) SHALL MEET ASTM
D 698, 98% COMPACTION (SYIP)
(301 - A).
CURB FINISH AND PROFILE TO
MATCH EXISTING CURB(S).
COORDINATE WITH LA IN THE
FIELD ON TRANSITIONS
10
"
ROADBED PROCESSING,
MODIFIED ROADBED, (TOP
6" MUST MEET ASTM D-698)
(95% COMPACTION)
(230-A).
CONCRETE CURB AT STREET
1/8" = 1'-0"
6"MATCH TO EXISTING
4.
4
"
5
P-CO-BAN-06
1/2" EXPANSION JOINT
12" CONCRETE BAND - 10" THICK
3'
#4 REBAR @ 12" O.C. (TYP.)
#4 REBAR @ 12" O.C. (TYP.)
4,000 PSI CONCRETE
FOOTING (TYP.)
1" SAND SETTING BED
STRETCHER COURSE
BRICK VENEER
PLANTING BED
HEADER COURSE
1'
#4 REBAR @ 16" O.C.
8" CONCRETE BLOCK,
FILL CELLS WITH CONCRETE
FAIRHOPE RED BRICK- SUBMIT
SAMPLES FOR APPROVAL
4" SOCK PIPE - TIE INTO
DRAINAGE SYSTEM
#57 LIMESTONE
WATERPROOF MEMBRANE
9"
MIN.
FILTER FABRIC
WEEP HOLES @ 3' O/C
REF. DETAIL 4, H3.0
COMPACTED SUBGRADE -
COMPACT TO 95%
STANDARD PROCTOR
6" TH. COMPACT LIMESTONE BASE
- COMPACT TO 95% STANDARD
PROCTOR.
3 1
2" TH. PRE-CAST CONC. CAP -
SUBMIT SHOP DRAWINGS AND
SAMPLES FOR APPROVAL
DOWEL CAP TO WALL EVERY 18"
COLORED MORTAR ON JOINTS FOR PRECAST
CAP - SUBMIT SAMPLE FOR APPROVAL - SEAL
WITH APPROVED SILICONE SEALANT LAST
QUARTER INCH OF EVERY JOINT.
1/2"
CMU NOTE:
THE NUMBER OF BLOCKS
REQUIRED TO BUILD THE
WALL TO THE ELEVATIONS
ON THE CIVIL PLAN IS TO
BE DETERMINED BY THE
CONTRACTOR PRIOR TO
PRICING
HT. OF WALL DICTATED BY GRADING PLAN.
18" MIN. HT. ABOVE GRADE
FOR WALLS TALLER THAN 3.5' -
REF. CIVIL SITE WALL SECTIONS
24" MAX. HT. ABOVE GRADE
BRICK NOTE:
VENEER BRICK: BURLINGTON MODULAR BRICK
- COLUMBUS BRICK OR APPROVED EQUAL
MORTAR COLOR: BUFF
1. CONTRACTOR SHALL PROVIDE A 2'X2X6'
MOCK UP OF BRICK AND MORTAR FOR
OWNER'S REVIEW AND APPROVAL PRIOR TO
INSTALLING ANY BRICK ON THE PROJECT
SITE.
12x12 PAVER BORDER - SUBMIT
SAMPLES FOR APPROVAL
COMPACTED SUBGRADE -
COMPACT TO 95%
STANDARD PROCTOR
APPROVED
GEO-TEXTILE FABRIC
TECHNISEAL PLYSAND JOINTS
- SUBMIT COLOR CHART FOR
APPROVAL (TYP)
4000 PSI
PLANTER SEATWALL DETAIL
1" = 20'
1'-4"
1'-7"
MORTAR GAP
1" CHAMFER TOP 1
4" OF JOISTS TO BE SEALED WITH
DOWSIL PRODUCT. SUBMIT COLOR
CHART AND SPEC FOR APPROVAL
2"
1'-6"
10"10"16"
6
P-CO-BAN-07
60" HT. ORNAMENTAL
ALUMINUM FENCE. SUBMIT
SAMPLES FOR APPROVAL.
INSTALL PER
MANUFACTURES
SPECIFICATIONS.
6' x 2' x 2' MASONRY COLUMN.
SEE DETAIL ON H2.0
MASONRY COLUMN AND FENCING LAYOUT ELEVATION
3/4" = 1'-0"
EXISTING CURB
5"
10"
1.00'2'-8"
10"
15
"
HEADER COURSE
5'
-
6
"
P-CO-BAN-10
8
1/2" EXPANSION JOINT
12" CONCRETE BAND - 10" THICK
3'
#4 REBAR @ 12" O.C. (TYP.)
#4 REBAR @ 12" O.C. (TYP.)
4,000 PSI CONCRETE
FOOTING (TYP.)
1" SAND SETTING BED
STRETCHER COURSE
BRICK VENEER
PLANTING BED
HEADER COURSE
1'
#4 REBAR @ 16" O.C.
8" CONCRETE BLOCK,
FILL CELLS WITH CONCRETE
SEE SCHEDULE FOR BRICK TYPE-
SUBMIT SAMPLES FOR APPROVAL
9"
MIN.
REF. DETAIL 4, H3.0
COMPACTED SUBGRADE -
COMPACT TO 95%
STANDARD PROCTOR
6" TH. COMPACT LIMESTONE BASE
- COMPACT TO 95% STANDARD
PROCTOR.
3 1
2" TH. PRE-CAST CONC. CAP -
SUBMIT SHOP DRAWINGS AND
SAMPLES FOR APPROVAL
DOWEL CAP TO WALL EVERY 18"
COLORED MORTAR ON JOINTS FOR PRECAST
CAP - SUBMIT SAMPLE FOR APPROVAL - SEAL
WITH APPROVED SILICONE SEALANT LAST
QUARTER INCH OF EVERY JOINT.
1/2"
CMU NOTE:
THE NUMBER OF BLOCKS
REQUIRED TO BUILD THE
WALL TO THE ELEVATIONS
ON THE CIVIL PLAN IS TO
BE DETERMINED BY THE
CONTRACTOR PRIOR TO
PRICING
HT. OF WALL DICTATED BY GRADING PLAN.
18" MIN. HT. ABOVE GRADE
24" MAX. HT. ABOVE GRADE
SAILER BRICK BORDER - SUBMIT
SAMPLES FOR APPROVAL
COMPACTED SUBGRADE -
COMPACT TO 95%
STANDARD PROCTOR
APPROVED
GEO-TEXTILE FABRIC
TECHNISEAL PLYSAND JOINTS
- SUBMIT COLOR CHART FOR
APPROVAL (TYP)
4000 PSI
SEATWALL DETAIL
1" = 20'
1'-4"
1'-7"
MORTAR GAP
1" CHAMFER
TOP 1
4" OF JOISTS TO BE SEALED WITH
DOWSIL PRODUCT. SUBMIT COLOR
CHART AND SPEC FOR APPROVAL
2"
1'-6"
10"10"16"
P-CO-BAN-11
9
EXPANSION JOINT - 3/8";
PRE-MOLDED FILLER W/
SILICONE SELF LEVELING
SEALANT (890-SL FOR
STANDARD CONCRETE
AREAS : 790-SL CUSTOM
COLOR FOR ALL THEMED
CONCRETE AREAS) (BY DOW
CORNING OR APPROVED
EQUAL) AND BACKER ROD
EXPANSION,
JOINTS WHERE SHOWN ON
DRAWINGS.
HAND-TOOLED JOINT -
1/4" W. x 1" D,
1/4"RADIUS; LAYOUT AS
PER PLANS
EXPANSION JOINT
CONTROL JOINT
SEALANT NOTE:
THE CONTRACTOR SHALL PRESENT
AVAILABLE JOINT SEALANT COLOR OPTIONS
TO MATCH ADJACENT PAVEMENT COLORS
(MULTIPLE COLORS SHALL BE REQUIRED
FOR THE VARIOUS PAVEMENT AREAS) FOR
SELECTION AND APPROVAL PRIOR TO ANY
LAYOUT OR CONSTRUCTION OF CONCRETE
SURFACES.
TYP. JOINT ON PLANS
WITH NO CALL-OUT
JOINT TYPE NOTED ON
PLANS WITH "EJ"
DOWELED EXPANSION JOINT
#5 REBAR (36" LENGTH
ON 2' CENTERS)
CONCRETE TURNDOWN
NOTE: DOWEL JOINTS SHALL OCCUR ON
THE EDGES OF ALL CONCRETE POURS IN
LARGE AREAS WHERE MULTIPLE POURS
ARE REQUIRED. CONTRACTOR SHALL
SUBMIT A DOWEL JOINT PLAN TO THE
ARCHITECT, ENGINEER AND LANDSCAPE
ARCHITECT FOR APPROVAL PRIOR TO THE
INSTALLATION OF ANY CONCRETE WORK.
REF. SPEC SECTION 321300 FOR
INSTALLATION SPECIFICS. (REFERRED TO
AS ISOLATION JOINT)
JOINT SEALANT SHALL BE A SILICONE SELF
LEVELING PRODUCT BY DOW CORNING (890-SL
FOR STANDARD CONCRETE AREAS : 790-SL
CUSTOM COLOR FOR ALL THEMED CONCRETE
AREAS) OR APPROVED EQUAL. JOINT COLOR
SHALL BE APPROVED PRIOR TO CONCRETE
LAYOUT OR INSTALLATION.
BACKER ROD AND PRE-MOLDED
FILLER REQUIRED AT JOINTS CALLED
OUT AS EXPANSION JOINTS.
DOWEL - REF. SPECS FOR
INSTALLATION
HALF ROUND KEY JOINT
1ST POUR2ND POUR
.2t
SEALANT RESERVOIR
AND SEAL - REF. ALL
SEALANT NOTES IN THIS
DETAIL.
CONSTRUCTION JOINT
CONSTRUCTION JOINTS
SHALL BE REQUIRED
BETWEEN ALL CONCRETE
POURS SEPARATED BY 30
MINUTES TIME.
TYPICAL JOINT DETAIL
1/2" = 1'-0"
3
P-CP-CP-26
BRICK NOTE:
VENEER BRICK: MODULAR, SMOOTH FACE
MORTAR COLOR: BUFF
1.CONTRACTOR SHALL PROVIDE A 2' x 2' x 5'-6"
MOCK UP OF BRICK AND MORTAR FOR
OWNER'S REVIEW AND APPROVAL PRIOR TO
INSTALLING ANY BRICK ON THE PROJECT
SITE.
CMU NOTE:
THE NUMBER OF BLOCKS
REQUIRED TO BUILD THE WALL TO
THE ELEVATIONS ON THE CIVIL
PLAN IS TO BE DETERMINED BY THE
CONTRACTOR PRIOR TO PRICING
MASONRY COLUMN DETAIL
NOT TO SCALE
1/2"
1'-8"
9"
M
I
N
.
5'
-
6
"
8" CONCRETE BLOCK, FILL
CELLS WITH CONCRETE
1'
-
0
"
FINISH GRADEFINISH GRADE
#4 REBAR @ 16" O.C.
#4 REBAR @ 12" O.C.
(TYP)
4000 PSI CONCRETE
FOOTING (TYP)
COMPACTED SUBGRADE -
COMPACT TO 95%
STANDARD PROCTOR
ROWLOCK BRICK
COLUMN CAP
STRETCHER COURSE
BRICK VENEER
#4 REBAR TO SECOND
TO LAST CMU BLOCK
3 1
2" TH. PRE-CAST CONC. CAP -
SUBMIT SHOP DRAWINGS AND
SAMPLES FOR APPROVAL
2"
MORTAR GAP
3'-8"
3"
3" TURNDOWN IN
FOOTING
7
P-CO-BAN-09
Page 44 of 52
H2.1
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6
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A
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SE
P
2
0
2
5
DA
T
E
:
STATE OF A A A
A
L B
M
A A
ARR
R
EGISTE
E E
E
D L NDSC P
CHI
C
T
T
PRE
L
I
M
I
N
A
R
Y
P
L
A
N
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
OR EQUAL SUBSTITUTE. SUBMIT CUT
SHEET FOR APPROVAL
- 60" HT
CITY PLAQUE PANEL INLAY SECTION
NOT TO SCALE
(2) #4 STEEL REBAR, TYP.
COMPACTED SUBGRADE -
COMPACT TO 95% STANDARD
PROCTOR
BRICK PAVERS REFERENCE
DETAIL ON H2.0
8" CONCRETE RIBBON WITH
TROWEL FINISH AT 4000 PSI
24" x 24" x 2" CUSTOM MONUMENT
BY OTHERS
1'-0"5'-8"8"2'-1"8"1'-0"
6x6x10 WWM #4 STEEL REBAR, CONT. TYP.TYPE N GROUT JOINT.
SUBMIT COLOR CHART
FOR APPROVAL
NOTE:
PAVER SHALL BE A FAIRHOPE RED BRICK.
THE CONTRACTOR SHALL SUBMIT A COLOR
CHART AND PROVIDE A MOCK-UP PAVER
PATTERN FOR OWNER AND OWNER'S
REPRESENTATIVE'S APPROVAL
5'-8"
12" WIDE 10" DEEP CONCRETE BAND
WITH TROWEL FINISH AT 4000 PSIADJACENT PAVERS
REF DETAIL 1/H2.0
HERRINGBONE INFILL
60mm TH. FAIRHOPE RED BRICK
- FULL RANGE - SUBMIT
SAMPLES FOR APPROVAL
P-CO-BAN-12
1
EXISTING CONCRETE
4" TH. CONCRETE AT 3,500 PSI
EXPANSION JOINT - SEE
TYPICAL DETAIL
6 X 6 WELDED
WIRE MESH
BROOM FINISH WITH PICTURE
FRAME JOINTS. SEE PLAN FOR
SCORING DIMENSIONS
COMPACTED SUBGRADE -
COMPACT TO 95% STANDARD
PROCTOR
NEW CONCRETE PAVING
NOT TO SCALE
2
P-CO-MCC-05
173 4"
Varies
With
Height
(6', 7', 8' only)
Base Material
Uniform Zinc Coating
(Hot Dip)
Zinc Phosphate Coating
Epoxy Primer
INDUSTRIAL FLAT
MOUNT BRACKET
Acrylic Topcoat
Bracket Options
RAKING DIRECTIONAL ARROW
Welded panel can be raked
30" over 8' with arrow pointing down
grade.
MONTAGE II RAIL
Specially formed high strength
architectural shape.
TM
PROFUSION WELDING PROCESS
No exposed welds,
Good Neighbor profile - Same
appearance on both sides
TM
E-COAT COATING SYSTEM
BX301BX302/303BX304
INDUSTRIAL UNIVERSAL
BOULEVARD BRACKET
INDUSTRIAL SWIVEL
BRACKET
NOTES:
1.) Post size depends on fence height and wind loads.
See MONTAGE II specifications for post
sizing chart and setting dimensions.
2.) Third & Forth rail optional.
3.) Available in Flush Bottom.
TM
13 4" MONTAGE II Rail
(See Cross- Section Below)
TM
Post size varies with Height
(See MONTAGE II Post-Sizing chart)TM
1
1" 14ga Picket
8' O.C. Nom.
Varies
With
Height
2" Nom.
Standard Heights
3', 31 2', 4', 5',
6', 7', 8'
8"
2
3
2
36" Min.
Footing Depth
TYPICAL334"
13 4"
13 4"
MONTAGE II RAILTM
1
Values shown are nominal and not to be used for
installation purposes. See product specification
for installation requirements.
MONTAGE II GENESIS FENCE
N.T.S.
3
P-MR-FEN-01
Page 45 of 52
R25.00'
R3.0
0
'
R5.00'
R8.33'R7.33'
R5.00'R4.00'
R9.
3
3
'
R8.09
'
R7.8
3
'
R8.33'R8.33'R8.33'R8.33'
81.68'
8.35'18.03'18.20'18.20'18.20'
18.20'18.20'18.20'18.20'
10.
6
2
'
14
.
5
9
'
18.04'20.25'9.01'23.00'22.26'
22
.
9
6
'
8.
8
6
'
3.
4
0
'
3.
3
9
'
17.27'
8.
4
5
'
1.
0
0
'
17.70'
21
.
0
3
'
11
.
6
9
'
9.
8
2
'
9.
7
9
'
12
.
1
2
'
12.93'
6.00'
8.
8
3
'
13
.
4
0
'
17
.
4
2
'
R3.48'
R9
.
2
8
'
14
.
4
3
'
10
.
3
4
'
11
.
2
9
'
11
.
3
1
'
9.
8
6
'
R4.00'
R3.00'
2.
0
0
'
2.00'
1.00'
1.00'
1.00'
20
.
0
0
'
20
.
0
0
'
24
.
8
4
'
24
.
8
0
'
R8.33'
6.
8
9
'
1.
4
8
'
0.56'
0.53'
2.
0
0
'
2.84'
P.O.B.
4.87'
H3.0
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A
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:
SE
P
2
0
2
5
DA
T
E
:
STATE OF A A A
A
L B
M
A A
ARR
R
EGISTE
E E
E
D L NDSC P
CHI
C
T
T
PRE
L
I
M
I
N
A
R
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P
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A
N
NOT
F
O
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S
T
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U
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T
I
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N
LAYOUT PLAN
GENERAL LAYOUT NOTES
·CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EARTHWORK AND GRADING TO
MAKE SMOOTH TRANSITIONS TO HORIZONTAL OR VERTICAL SURFACES IN
ORDER TO ACHIEVE POSITIVE DRAINAGE THROUGHOUT THE PROJECT.
·ALL DIMENSIONS AND DEGREES ARE APPROXIMATE AND SUBJECT TO CHANGE
WITH THE LANDSCAPE ARCHITECT’S APPROVAL.
·ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE.
·ALL HARDSCAPE ELEMENTS ARE TO BE STAKED IN THE FIELD BY CONTRACTOR
FOR APPROVAL BY THE OWNER BEFORE BEGINNING CONSTRUCTION. 48 HOURS
NOTICE IS REQUIRED BY THE CONTRACTOR TO NOTIFY THE OWNER.
·THE CONTRACTOR WILL NOT MAKE CHANGES IN THE FIELD WITHOUT NOTIFYING
THE OWNER.
·SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES, NOTIFY THE LANDSCAPE
ARCHITECT AND THE OWNER PRIOR TO CONSTRUCTION.
·THE CONTRACTOR WILL LOCATE ANY UTILITIES IN THE FIELD AND BE
RESPONSIBLE FOR ANY DAMAGE DONE TO THEM OR ANY OTHER EXISTING
STRUCTURES ON THE SITE.
·THE CONTRACTOR IS TO SUBMIT SAMPLES FOR APPROVAL AS REQUESTED BY
THE LANDSCAPE ARCHITECT OR OWNER.
·LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR JOB SAFETY OR FOR THE
MEANS AND METHODS OR APPROPRIATENESS OF THE INSTALLATION
PROCEDURES.
·CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND ADHERING TO
ORDINANCES CONCERNING THIS WORK AND COMPLYING WITH SAFETY.
1/
8
"
=
1
'
-
0
"
NORTH
0 feet16
1/8" = 1'-0"
8 24
Page 46 of 52
A
ZI
F
A
F
4" SLEEVE
4" SLEEVE
4" SLEEVE 4" SLEEVE
RS
C
M
1
7.491"
12"
12"
12"3 4"
12"
12"
12"
3 4"
1" ML
4" SLEEVE
I1.0
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BA
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A
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SC
A
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:
SE
P
2
0
2
5
DA
T
E
:
STATE OF A A A
A
L B
M
A A
ARR
R
EGISTE
E E
E
D L NDSC P
CHI
C
T
T
PRE
L
I
M
I
N
A
R
Y
P
L
A
N
NOT
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
NORTH
IRRIGATION PLAN
IR
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
:
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD VALVE KIT XCZ-100-IVM 1"
WIDE FLOW IVM DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESBIVM SMART
VALVE W/ FACTORY INSTALLED IVM-SOL 0.3-20 GPM AND 1"
PRESSURE REGULATING 40PSI FLOW-INDICATING BASKET
FILTER 0.3-20 GPM
1 3/I2.1
PIPE TRANSITION POINT IN DRIP BOX
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING WITH RISER IN 6" DRIP BOX.
12 2/I2.1
LANDSCAPE PRODUCTS DRIP FLUSH VALVE
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
2 6/I2.1
LANDSCAPE PRODUCTS DRIP AIR RELIEF VALVE 2 7/I2.1
RAIN BIRD ZONE INDICATOR OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6" FOR
CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A
MINIMUM OF 20PSI. INCLUDES 16" OF 1/4" DISTRIBUTION
TUBING WITH CONNECTION FITTING PRE-INSTALLED.
1 5/I2.1
AREA TO RECEIVE DRIPLINE
RAIN BIRD DRIPLINE XFD-06-18
XFD ON-SURFACE PRESSURE COMPENSATING
LANDSCAPE DRIPLINE. 0.6 GPH EMITTERS AT 18" O.C.
DRIPLINE LATERALS SPACED AT 24" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV
RESISTANT. SPECIFY XF INSERT FITTINGS.
1 121 LF 4/I2.1
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
DOUBLE CHECK VALVE
CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES
AND ORDINANCES TO INSTALLATION AND VENTING OF
BACKFLOW PREVENTION DEVICE. COORDINATE WITH
LOCAL WATER AUTHORITY FOR REQUIRED MOUNTING
HEIGHT OF DOUBLE CHECK VALVE (DCV) PRIOR TO
INSTALLATION. (SEE DETAIL)
1 2/I2.0
RAIN BIRD ESP-9V1 (1 ZONE BATTERY OPERATED CONT.)
1 ZONE, 9V BATTERY-OPERATED CONTROLLER. INSTALL
WITH (TBOSPSOL) 9V., DC LATCHING SOLENOID. USE
(TBOSADAPP OR TBOSADAPB) ADAPTERS FOR NON-RAIN
BIRD PLASTIC/BRASS VALVES.
1
RAIN BIRD RSD-BEX (WIRED RAIN SENSOR)
LOCATION SHOWN ON DRAWING IS A GENERAL
REFERENCE. FINAL LOCATION TO BE DETERMINED WITH
LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE IN
THE FIELD.
1 8/I2.0
WATER METER 1"1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1/2"182.9 LF
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 3/4"53.8 LF
IRRIGATION MAINLINE: PVC SCHEDULE 40 1"4.1 LF
PIPE SLEEVE: PVC SCHEDULE 40 73.9 LF
F
A
ZI
C
RS
M
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
IRRIGATION INSTALLATION NOTES:
ALL IRRIGATION WORK WITHIN THE DRIPLINE OF A TREE SHALL BE INSTALLED
WITH AN "AIR SPADE" AND BY HAND TO AVOID ALL DAMAGE TO ROOTS. NO
MACHINERY SHALL BE USED WITHIN THE DRIPLINE. THE CONTRACTOR SHALL
NOT HARM THE TREE OR THE TREES' ROOTS IN ANY WAY SHAPE OR FORM. IF
IRRIGATION LINES OR HEADS MUST BE REROUTED TO AVOID CONFLICTS WITH
ROOTS, THE CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION FOR PROPOSED ADJUSTMENTS.
IRRIGATION NOTES
1. The irrigation system is diagrammatic based upon the information provided by the owner or the owner's representative. The successful
contractor is responsible to install a system that will properly cover all areas indicated on the design. Actual layout of piping, sprinkler
heads, valves, controllers and other related equipment shall be determined on site. Minor field changes shall be made at no additional cost
to the owner.
It is the responsibility of the irrigation contractor to be familiar with all grade differences, locations of walls, structures and utilities and
make the necessary adjustments to accommodate the irrigation system as shown on the drawings. There may be times when it is obvious in
the field that unknown obstructions, grades or dimensions that exist might not have been considered in the engineering, such obstructions
should be brought to the attentions of the owner's authorized representative. In the event that this notification is not performed, the
irrigation contractor shall assume full responsibility for any revisions and costs that occur.
2. This system shall be installed using accepted and quality installation standards as used in the industry. All manufacturers specifications
will be followed.
3. Mainline shall be buried a minimum of 12" of cover and a maximum of 18" of cover. Lateral line piping a minimum of 12" of cover. All
backfill surrounding the pipe shall be cleaned of materials larger than 1" in size. Backfill shall be added in 6" increments and mechanically
tamped.
4.There will be no substitutions or changes to the irrigation design allowed without direct, written approval from the Irrigation Consultant.
5. System design is based on pressure and flow information provided by others, static pressure of 35 psi and the size of the point of
connection (P.O.C.) is as indicated on the drawing. The irrigation contractor shall verify water pressures prior to construction. Report
differences between requirements and the actual readings to the owner's representative so that any zone adjustments can be made prior
to installation.
6. Piping shown in paved area without sleeve is diagrammatic and shall be located inside of the planted area or turf area approximately 1'
from any hardscape.
7. All valves shall be placed in valve boxes as shown in the details and all electrical connections shall be sealed with waterproof connectors.
Control wire shall be solid copper wire U.L. approved for direct burial in the ground. See details.
8. Controllers, meters, taps and backflow locations are as shown on the plan or as stated in the details and legend. All information is to be
verified prior to any installation of the project.
9. The Irrigation Contractor is responsible for all clean up associated with his work.
10. Irrigation contractor shall all provide the first winterization, spring turn on, head adjustments and controller maintenance in bid.
11. Costs associated with irrigation meter(s) and water tap shall be the responsibility of the irrigation contractor and shall be included in
his/her bid.
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
Unknown RAIN BIRD VALVE KIT XCZ-100-IVM 1"Unknown
VALVE SCHEDULE
NUMBER MODEL TYPE PRECIP SUN TUE THU IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY
C1 RAIN BIRD PEB TURF ROTARY 0.82 in/h 25 min 25 min 25 min 1 73 1 331 444
C2 RAIN BIRD PEB TURF ROTARY 0.93 in/h 22 min 22 min 22 min 1 65 1 615 538
C3 RAIN BIRD VALVE KIT XCZ-150-LCS AREA FOR DRIPLINE 0.57 in/h 35 min 35 min 35 min 1 105 1 437 479
C4 RAIN BIRD VALVE KIT XCZ-150-LCS AREA FOR DRIPLINE 0.45 in/h 45 min 45 min 45 min 1 134 4 172 1 391
TOTALS:127 127 127 377 8 556 2 852
PROPOSED WATERING SCHEDULE - POST CONSTRUCTION
0 feet16
1/8" = 1'-0"
8 24
1/
8
"
=
1
'
-
0
"
TEMPORARY WATERING: THE CONTRACTOR SHALL INCLUDE TEMPORARY
WATERING MEASURES IN THEIR BASE BID TO ADEQUATELY ESTABLISH
PLANT MATERIAL AND KEEP IN A THRIVING STATE DURING
CONSTRUCTION AND FOR NO LESS THAN THREE MONTHS AFTER THE
PROJECT IS DEEMED SUBSTANTIALLY COMPLETE.
WATER TAP:
IRRIGATION TAP TO BE LOCATED IN FIELD.
CONTRACTOR TO VERIFY FINAL TAP LOCATION
WITH OWNER BEFORE INSTALLING.
Page 47 of 52
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DA
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:
STATE OF A A A
A
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A A
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E E
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D L NDSC P
CHI
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PRE
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A
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P
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NOT
F
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:
WALL /
NOTES:
1. IQ ESP-LXD CONTROLLER COMES WITH 50 STATIONS AVAILABLE. TWO
ADDITIONAL 75 STATION ESPLXD-SUM75 MODULES MAY BE ADDED TO
EXPAND THE CONTROLLER UP TO 200 TOTAL STATIONS.
2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 4O PVC CONDUIT FOR
BELOW GRADE CONDITIONS.
3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND
RESISTANCE OF 10 OHMS OR LESS.
POST
ESP-LXD TWO-WIRE CONTROLLER
NOT TO SCALE
1
2
3
4
5
6
TWO-WIRE DECODER CONTROLLER;
RAINBIRD IQ ESP-LXD SATELLITE TWO-WIRE DECODER
CONTROLLER WITH OPTION TO ADD STATIONS, PROVIDE IQ NCC
ETHERNET CARTRIDGE IN PLASTIC CABINET WITH WALL MOUNT.
INSTALL CONTROLLERS AND CABINET ON WALL PER
MANUFACTURE'S RECOMMENDATIONS.
1
JUNCTION BOX2
1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY3
POWER SUPPLY WIRE4
2-INCH CONDUIT AND FITTINGS FOR TWO-WIRE CABLE5
MAXICABLE TWO-WIRE PATH TO DECODERS; USE A DIFFERENT
CABLE JACKET COLOR FOR EACH PATH.
6
NOTE: PROVIDE AND INSTALL APPROPRIATE GROUND RODS AND WIRING
FOR EACH CONTROLLER(S) AS NECESSARY AND AS RECOMMENDED BY
MANUFACTURE.
P-CP-IRRI-07
1
CD
E
B
1
2
3
4
5
6
7
INSTALL IN JUMBO METER BOX1
FEBCO 850 DOUBLE CHECK
VALVE SIZED ACCORDING TO
LOCAL WATER AUTHORITY
2
SCH. 40 NIPPLE T.O.E.3
PLASTIC OR C.M.P. PIPE4
FINISH GRADE5
SCH. 40 NIPPLE T.O.E.6
WASHED PEA GRAVEL7
NOTE: COORDINATE W/ LOCAL WATER AUTHORITY
FOR REQUIRED MOUNTING HEIGHT OF DOUBLE
CHECK VALVE (DCV) PRIOR TO INSTALLATION.
NOTE: CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN
REFERENCE TO INSTALLATION AND VENTING OF BACKFLOW PREVENTION DEVICE.
DIMENSIONS (INCHES)
SIZE B C D E WIDTH
3/4"
1"
1-1/2"
2"
12-1/4"
13-3/4"
16-3/4"
17-3/4"
6-7/8"
6-7/8"
9-7/8"
9-7/8"
4"
4-3/8"
5-1/3"
6-3/8"
2-7/8"
2-7/8"
4-7/8"
4-7/8"
2-3/4"
2-3/4"
4-1/4"
4-1/4"
DOUBLE CHECK VALVE
NOT TO SCALE P-CP-IRRI-09
2
3" MIN.
PEB-PRS-D ELECTRIC REMOTE CONTROL VALVE
NOT TO SCALE
1
2
3 4
5
6
7
8
9
10
11
1213141516
30-INCH LINER LENGTH OF WIRE, COILED1
WATERPROOF CONNECTION RAIN BIRD
SPLICE-1 (1 OF 2)
2
ID TAG: RAINBIRD VID SERIES3
REMOTE CONTROL VALVE; PEB-PRS-D4
VALVE BOX WITH COVER: RAIN BIRD VB-STD5
FINISH GRADE/TOP OF MULCH6
PVC SCH. 80 NIPPLE (CLOSE)7
PVC SCH. 40 ELL8
PVC SCH. 80 NIPPLE
(LENGTH AS REQUIRED)
9
BRICK (1 OF 4)10
PVC MAINLINE PIPE11
SCH. 80 NIPPLE (2-INCH LENGTH, HIDDEN)
AND SCH. 40 ELL
12
PVC SCH. 40 TEE OR ELL13
PVC SCH. 40 MALE ADAPTER14
PVC LATERAL PIPE15
3-INCH MINIMUM DEPTH OF 3/4-INCH
WASHED GRAVEL
16
P-CP-IRRI-10
3
DRAIN VALVE
NOT TO SCALE
2"
M
I
N
.
PLACE DRAIN VALVE AT THE LOWEST POINT
OF EACH CIRCUIT/STATION, VERIFY IN FIELD.
1
2
3
4
5
6
7
FINISH GRADE1
VALVE BOX WITH COVER; MIN 6" SIZE2
PVC SCH. 40 TEE3
PVC LATERAL PIPE4
FILTERED DRAIN VALVE:
RAIN BIRD 16A-FDV-075
5
BRICK (1 OF 2)6
MIN. 12"x12"x12", 3/4-INCH WASHED GRAVEL
BED
7
P-CP-IRRI-11
4
1
2
3
ANY HARD EDGE SURFACE1
FINISH GRADE2
ANY HEAD3
ANY HEAD
NOT TO SCALE P-CP-IRRI-12
5 12-INCH POP-UP WITH RISER
NOT TO SCALE
6"
NOTE: RISER LENGTH IS
SPECIFIED ON IRRIGATION PLAN
(I.E. RISER 24")
1
2
3
4
5
6
7
8
POSITION OF RISER WHEN SYSTEM IS "ON"1
SHRUB MASS2
POSITION OF RISER WHEN SYSTEM IS "OFF" COORDINATE
WITH LANDSCAPE ARCHITECT PRIOR TO IONSTALLING
RISERS NEXT TO WALKWAYS, CURBS, OR OTHER HARD
SURFACES.
3
RISER OR 6" EXTENSION4
HEAD TO BE AT THE ELEVATION OF THE MULCH IN
PLANTING BED
5
12" POP-UP6
SWING JOINT (SEE SPECS)7
LATERAL8
6 WR2 SENSOR LOCATION
NOT TO SCALE
WR2WIRELESS SENSOR
1
2
2
2
3
3
3 RAINBIRD CONTROLLER
WITH WR2 CONTROLLER
INTERFACE
1
RAINBIRD WR2 SENSOR
RECOMMENDED MOUNTING
SITE
2
SITES NOT RECOMMENDED
FOR MOUNTING WR2
SENSOR
3
7
P-CP-IRRI-26
RSD-BEX RAIN SENSOR
NOT TO SCALE
1 2
3
4
5
6
EAVE OF BUILDING1
RAIN SENSOR: RAIN BIRD RSD-BEX2
WIRE TO IRRIGATION CONTROLLER3
PLASTIC TIE-DOWN STRAP4
MOUNTING BRACKET5
SECURE WIRE WITH CABLE TIE
BRACKET (1 OF 2)
6
8
P-CP-IRRI-27
Page 48 of 52
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E E
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D L NDSC P
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:
20 GPH DRIPLINE RING-0.9 GPH @ 12" O.C.
NOT TO SCALE
DRIPLINE TO LATERAL "XPANDO"
ADAPTER CONNECTION DETAIL
NOTE:
PLACE TIE DOWN STAKES EVERY 3 FT. IN SAND, 4 FT.
IN LOAM, AND 5 FT. IN CLAY, AS WELL AS AT ALL
CHANGE OF DIRECTION SUCH AS AT TEES OR ELLS.
1
13
12
11
3
10
9
3
1 2
8 3
3
4
5
7
PVC LATERAL SUPPLY PIPE, SIZE AS PER PLAN
WITH MINIMUM SIZE 1 1/2" DIAMETER.
1
DRIPLINE CONNECTION TO BELOW GRADE
LATERAL PIPE, SEE DRIPLINE TO LATERAL
"XPANDO" ADAPTER CONNECTION DETAIL.
2
1/2" PLOYETHYLENE BLANK TUBING, AS
REQUIRED.
3
BARB CROSS INSERT FITTING.4
BARB TEE INSERT FITTING.5
6
PLANT TRUNK.7
8
DRIPLINE BARBED INSERT ELL.9
RATCHET CLAMP AT ALL BARBED CONNECTIONS,
ANTELCO PART NO. 44345.
10
INSERT ADAPTER, ANTELCO "XPANDO" 13MM X
14MM, PART NO. 45595.
11
13MM ANTELCO "CAPO: RUBBER GROMMET, NO.
45735.
12
DRILL 5/8" HOLE IN PVC LATERAL PIPE
WHERE REQUIRED. YOU MUST USE A
"FORSTNER" DRILL BIT FOR DRILLING INTO PVC.
REMOVE ANY EXCESS BURRS OR ROUGH
EDGES.
13
8
TYPICAL ANTELCO ASTA TIE-DOWN STAKE, SEE
NOTES.
6
AT-GRADE DRIPLINE, INNER RING 12" FROM
PLANT, OUTTER RING 30" FROM PLANT.
DRIPLINE TO BE 0.9GPH EMITTERS AT 12" O.C.
30"
12"
P-CP-IRRI-18
1 17 MM EZ-ID CV DRIPLINE RISER ASSEMBLY
NOT TO SCALE
1
PVC SUPPLY HEADER1
2
PVC TEE SxSxT2
3
LANDSCAPE PRODUCTS 17MM DRIPLINE MALE ADAPTER3
4
LANDSCAPE PRODUCTS 17MM BLANK TUBING4
5
LANDSCAPE PRODUCTS 17MM EZ-ID CV COLOR CODED DRIPLINE5
6
LANDSCAPE PRODUCTS 17MM DRIPLINE INSERT TEE6
7
LANDSCAPE PRODUCTS 17MM DRIPLINE INSTER COUPLING7
8
LANDSCAPE PRODUCTS 17MM 2-WAY MALE ADAPTER
8
10
INLINE DRIP EMITTER
9
11
FINISH GRADE
10
12
MULCH
11
9
12
LANDSCAPE PRODUCTS 17MM DRIPLINE ELBOW
2'
-
4
"
P-CP-IRRI-20
2 DRIP ZONE KIT IN VALVE BOX
NOT TO SCALE
1
FINISH GRADE1
2
LANDSCAPE PRODUCTS JUMBO VALVE BOX
WITH COVER
2
3
VALVE ID TAG3
4
30-INCH LENGTH OF COILED WIRE4
5
LANDSCAPE PRODUCTS DRIP KIT
(INCLUDES VALVE, FILTER & PRESSURE
REGULATOR)
5
6
PVC SUPPLY HEADER TO DRIPLINE6
7
PVC SCH 80 FEMALE ADAPTER OR REDUCER7
8
PVC SCH 80 ELL8
9
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)9
10
PVC SCH 80 TEE OR ELL10
11
12
PVC MAINLINE11
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL12
13
PVC SCH 80 STREET ELL13
14
MANUAL FLUSH POINT14
P-CP-IRRI-21
3
PVC MAINLINE.
PIPE.
3/4" PVC LATERAL
TYPICAL
COMPRESSION
FITTING.
AIR RELIEF VALVE AT
HIGH POINT, AS
INDICATED.
CENTER FEED EXAMPLE
LATERAL FLOW PER 100 FT (GPM)
END FEED EXAMPLE
GRID PRECIPITATION RATES (IN/HR)MAXIMUM FLOW PER ZONE
MAXIMUM LATERAL LENGTH (FEET)
TYPICAL FPT ADAPTER AND
COMPRESSION COUPLER.
DRIP VALVE / FILTER /
REGULATOR.
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTED
AREA.
DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED
POLYGON SHAPED "C" SHAPED ODD SHAPED
TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS
N.T.S.
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM
PLANTED AREA.
PVC SCH 40 TEE OR ELL.
EASY FIT COMPRESSION
ADAPTER.
EASY FIT COMPRESSION COUPLING:
RAIN BIRD MDCFCOUP.
DRIPLINE SPACING AS
NOTED. EMITTERS
OFFSET FOR
TRIANGULAR SPACING.
POLYETHYLENE OR PVC HEADER
MANIFOLD, SIZE AS PER "MAXIMUM
FLOW PER ZONE" CHART.
MA
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.
P-CP-IRRI-22
4 XFD ON-SURFACE OPERATION INDICATOR
NOT TO SCALE
1
2
3
4
MULCH1
FINISH GRADE2
OPERATION INDICATOR
RAIN BIRD MODEL: OPERIND
3
ON-SURFACE DRIPLINE:
RAINBIRD XF SERIES DRIPLINE
POTABLE: XFD SERIES
NON-POTABLE: XFDP SERIES
4
5
P-CP-IRRI-23
17MM DRIPLINE FLUSH VALVE
NOT TO SCALE
1
DRIPLINE PER SPECIFICATIONS1
2
LANDSCAPE PRODUCTS 12051270 17MM DRIPLINE SHUT OFF VALVE2
3
6" VALVE BOX3
4
FINISH GRADE4
5
BRICKS FOR SUPPORT5
6
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL6
P-CP-IRRI-31
6 17MM DRIPLINE AIR RELIEF VALVE
NOT TO SCALE
1
DRIPLINE PER SPECIFICATIONS1
2
17MM DRIPLINE TEE ADAPTER2
3
3/4" x 1/2" REDUCER BUSHING3
4
LANDSCAPE PRODUCTS 12001240 1/2" AIR RELIEF VALVE4
5
6" VALVE BOX5
6
FINISH GRADE6
7
BRICK FOR SUPPORT7
8
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL8
NOTES:
1.AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINTS ON THE DRIPLINE.
7
P-CP-IRRI-32
7
Page 49 of 52
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(12) Emerald Goddess Liriope
(12) Emerald Goddess Liriope
(12) Emerald Goddess Liriope
(12) Emerald Goddess Liriope
(8) Emerald Goddess Liriope
(12) Emerald Goddess Liriope
(12) Pugster® Butterfly Bush
(17) Shishi Gashira Camellia
(4) Shishi Gashira Camellia
(12) Emerald Goddess Liriope
(4) Shishi Gashira Camellia
(12) Emerald Goddess Liriope
(9) Shishi Gashira Camellia (18) Pugster® Butterfly Bush
(12) Emerald Goddess Liriope
(9) Dahoon Holly
(8) Seasonal Color
(7) Japanese Yew
(138) Seasonal Color
(52) Seasonal Color
(105) Seasonal Color
(6) Japanese Yew
(6) Japanese Yew
(8) Japanese Yew
(8) Japanese Yew
(13) Formosa Indica Azalea(6) Japanese Yew
(6) Japanese Yew
(7) Japanese Yew (7) Japanese Yew
(1) Japanese Zelkova
(1) Japanese Zelkova
(1) Bosque Lacebark Elm
(5) Japanese Zelkova
(12) Emerald Goddess Liriope
(1) Japanese Zelkova
L1.0
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:
STATE OF A A A
A
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A A
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E E
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D L NDSC P
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NOT
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NORTH
LANDSCAPE PLAN
QTY BOTANICAL / COMMON NAME CONT CAL SIZE TRUNK TYPE
TREES
9 ILEX CASSINE / DAHOON HOLLY 100 GAL.2" MIN.6` CLEAR TRUNK / 12` MINIMUM HEIGHT SINGLE TRUCK
1 ULMUS PARVIFOLIA `UPMTF` TM / BOSQUE LACEBARK ELM 100 GAL.3.5" CAL 6` CLEAR TRUNK / 12` MINIMUM HEIGHT SINGLE TRUCK
DECIDUOUS TREES
8 ZELKOVA SERRATA / JAPANESE ZELKOVA 100 GAL.3" CAL 12`-14` H X 8`-9` W SINGLE TRUCK
QTY BOTANICAL / COMMON NAME CONT MAINTANANCE SIZE SPACING TYPE SPACING
SHRUB AREAS
13 AZALEA INDICA 'FORMOSA' / FORMOSA INDICA AZALEA 3 GAL.CONTINUOUS HEDGE / MASSING 24"-32" H X 24"-32" W TRIANGLUAR 48" o.c.
30 BUDDLEJA X 'SMNBDL' / PUGSTER® BUTTERFLY BUSH 3 GAL.CONTINUOUS HEDGE / MASSING 24"-32" H X 24"-32" W TRIANGULAR 24" o.c.
34 CAMELLIA HIEMALIS `SHISHI GASHIRA` / SHISHI GASHIRA CAMELLIA 3 GAL CONTINUOUS HEDGE / MASSING 12"-18" H X12"-18" W TRIANGULAR SPACING 36" o.c.
61 PODOCARPUS MACROPHYLLUS / JAPANESE YEW 15 GAL CONTINUOUS HEDGE / MASSING 6` HEIGHT RECTANGULAR SPACING 30" o.c.
QTY BOTANICAL / COMMON NAME CONT MAINTENANCE SIZE SPACING TYPE SPACING
GROUND COVERS
303 - / SEASONAL COLOR 6" POTS TRIANGULAR SPACING 12" o.c.
EVERGREEN GROUND COVER
116 LIRIOPE MUSCARI `EMERALD GODDESS` / EMERALD GODDESS LIRIOPE 1 GAL CONTINUOUS HEDGE / MASSING 12"-18" H X 12"- 18" W RECTANGULAR SPACING 16" o.c.
PLANT SCHEDULE
FOR COORDINATION PURPOSES
ONLY. CITY TO INSTALL SOIL
PREP AND PLANT MATERIAL
NOTE: QUANTITIES SHOWN IN THE "PLANT SCHEDULE" ARE SOLELY FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE "PLANTING PLAN" AGAINST THOSE SHOWN IN THE "PLANT SCHEDULE", AND
PLANT THOSE QUANTITIES SHOWN ON THE "PLANTING PLAN".
PLANTS: LANDSCAPE CONTRACTOR SHALL SUBMIT PHOTOS WITH SCALE REFERENCES OF ALL PLANTS & TREES TO THE LANDSCAPE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO HAVING THEM DELIVERED TO THE SITE.
GENERAL PLANTING NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONTRUCTION IN ORDER TO ACQUAINT
HIMSELF/HERSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY PLANT QUANTITIES FROM THE PLAN AND REPORT DIFFERENCES TO THE OWNER'S REPRESENTATIVE
FOR ADJUSTMENTS.
3. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNERS REPRESENTATIVE AT THE JOB SITE.
4. CONTRACTOR SHALL LAYOUT ALL PLANT MATERIAL FOR REVIEW BY OWNER'S REPRESENTATIVES APPROVAL PRIOR TO PLANTING.
A MINIMUM 48 HOURS NOTICE SHOULD BE GIVEN AND ANTICIPATED BY THE CONTRACTOR FOR THIS REVIEW.
5. CONTRACTOR SHALL AMEND ALL PLANTING AREAS WITH 60% APPROVED ORGANIC SOIL MIX AND 40% APPROVED SANDY LOAM TOPSOIL
PROPER DRAINAGE SHALL BE OBTAINED IN ALL AREAS. DO NOT BACK FILL HOLES WITH EXISTING SUBGRADE.
6. PLANTS SHALL BE WELL FORMED, VIGORUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE
FREE FROM INJURY, INSECTS AND DESEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF
NURSERY "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC.
7. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED.
8. ALL PLANTING PITS SHALL BE DOUBLE THE SIZE OF THE ROOT BALL OR CONTAINER.
9. PROVIDE A WATER PERCOLATION TEST FOR ALL TREE PITS. FILL EACH TREE PIT WITH WATER, IF THE WATER DOES NOT PERCOLATE
OUT WITHIN 12 HOURS, PROVIDE TREE PIT DRAINAGE. AUGER A 8" DIAMETER HOLE 36" DOWN AT THE BOTTOM OF THE TREE PIT AND
FILL WITH CRUSHED STONE. TEST AGAIN FOR PROPER PERCOLATION.
10. FRONT ROW OR SHRUBS SHALL BE PLANTED A MINIMUM OF 24" BEHIND BED LINE AT LAWNS OR WALKS AND MINIMUM 36" BACK OF
CURB AT PARKING AREAS.
11. BACK ROW OF SHRUB PLANTING SHALL BE PLANTED 36" OFF FACE OF BUILDING WALL. GROUND COVERS SHALL BE 12" OUT FROM
BUILDING AS REQUIRED BY PLANT SPECIFICATIONS.
12. EXCAVATE EDGE OF ALL PLANTING BEDS TO 4" DEPTH TO FORM A NEAT CRISP DEFINITION.
13. PLANTING BEDS SHALL BE 6-8" ABOVE SOD GRADE.
14. ALL PLANTING BEDS AND TREE PITS SHALL BE MULCHED WITH A 3" SETTLED LAYER OF APPROVED MULCH ON LEVEL AREAS
AND APPROVED MULCH ON SLOPES.
15. GRADE ALL AREAS FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE SODDING.
16. SEASONAL COLOR SHALL BE PLANTED IN FLOWERING STATE.
17. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS FOR ONE FULL YEAR FROM DATE OF WRITTEN
SUBSTANTIAL COMPLETION. (REFERENCE SPECIFICATIONS)
18. ALL TREES SHALL BE STAKED AND TIED IN THE FIELD BY AN APPROVED METHOD. REMOVE ALL GUY WIRES AND STAKES AT THE
END OF THE GUARANTEE PERIOD.
19. TOPSOIL: TOPSOIL SHALL BE FERTILE, FRIABLE, SANDY LOAM AND A NATURAL SURFACE SOIL OBTAINED FROM WELL AREAS
REVIEWED BY THE LANDSCAPE ARCHITECT AND POSSESSING CHARACTERISTICS OF REPRESENTATIVE SOILS IN THE PROJECT VICINITY
THAT PRODUCE HEAVY GROWTHS OF CROPS, GRASS OR OTHER VEGETATION.
- TOPSOIL SHALL BE FREE OF SUBSOIL, BRUSH, ORGAINIC LITTER OR OBJECTIONABLE WEEDS, CLAY, CLOTS, STUMPS, STONES,
ROOTS OR OTHER MATERIAL HARMFUL TO PLANT MATERIALS. SHOULD REGEERATIVE MATERIALS BE PRESEINT IN THE SOIL,
CONTRACTOR SHALL ERADICATE AND REMOVE SUCH GROWTH, BOTH SURFACE AND ROOT, WHICH MAY APPEAR IN THE IMPORTED
MATERIAL WITHIN ONE YEAR FOLLOWING ACCEPTANCE OF THE WORK.
- TOPSOIL SHALL NOT BE HANDLED IN A FROZEN MUDDY CONDITION. THE ACIDITY RANGE SHALL BE BETWEEN 5 AND 7, INCLUSIVE.
THE MECHANICAL ANALYSIS OF THE SOIL SHALL BE AS FOLLOWS:
SIEVE SIZE PERCENT PASSING
1 INCH MESH 99-100%
1/4 INCH MESH 97-99%
NO. 100 MESH 40-60%
NO. 200 MESH 20-40%
20. STOCKPILE MATERIAL THAT DOES NOT MEET THE REQUIREMENTS MAY, AT THE OPTION OF THE CONTRACTOR, BE IMPROVED BY
SCREENING AND THE ADITION OF ORGANIC MATTER AND CHEMICAL ADMIXTURES.
22. MAINTAIN ALL LANDSCAPE WORK FOR 30 DAYS AFTER SUBSTANTIAL COMPLETION FOR THE ENTIRE PROJECT HAS BEEN PROVIDED
21. APPROVED PRE-EMERGENT WEED CONTROL SHALL BE SPREAD PER MANUFACTURER'S RATES AFTER
ALL PLANTINGS HAVE BEEN INSTALLED, IN ALL PLANTED AREAS PRIOR TO MULCHING WITH PINE STRAW.
23. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF APPROPRIATENESS OF THE INSTALLATION
PROCEDURES UNDERTAKEN BY ANY CONTRACTOR AND IS NOT RESPONSIBLE FOR JOB SAFETY.
IN WRITING TO THE OWNER FROM THE PROJECT ARCHITECT.
0 feet16
1/8" = 1'-0"
8 24
1/
8
"
=
1
'
-
0
"
Page 50 of 52
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TREE BALL DIA.
OR CONTAINER
TOP DIAMETER
B&B OR
CONTAINER
DO NOT CUT MAIN LEADER
NEW REINFORCED RUBBER
HOSE (MIN. 1/2" DIA.)
DOUBLE 12GA. GALV. WIRE
TWIST TO TIGHTEN
POSITION OF T-POST
STAKE AFTER TIGHTENING
POSITION OF T-POST PRIOR TO
TIGHTENING
WRAP W/TREAT. TREE WRAP FROM
BALL TO FIRST BRANCHES
8" DIA. (TO EX. SUBGRADE) AUGERED HOLE @ C/L
OF TREE LOCATION, FILL W/ WASHED RIVER ROCK
LAY 18" X 18" FILTER CLOTH OVER HOLE
EXCAVATED TREE
PIT
PREPARED SOIL MIX
PREPARED SOIL
LIGHTLY COMP. PREPARED
SOIL MIX (6" MIN.)
TREE PIT IS 12"
WIDER ALL AROUND
TREE BALL (TYP.)
SEE NOTE #5 OF
NOTE:
ALL ROOTBALLS ARE TO SIT
A MINIMUM OF 2" ABOVE
FINISHED GRADE AND ARE
NOTE:
ALL PLANTING BEDS SHALL HAVE A
2% SLOPE TO PROVIDE POSITIVE
DRAINAGE AWAY FROM ALL STRUCTURES
AND AWAY FROM PLANT MATERIAL
GEN. PLANTING NOTES
TO NOT BE COVERED BY ANY SOIL.
METAL T-POST
PAINTED BLACK
APPROVED EROSION CONTROL MATTING
UNDER MULCH ON SLOPES GREATER
THAN 3:1 (TYP.) - SUBMIT CUT SHEETS
CONTRACTOR TO INSTALL
FOR APPROVAL
WITH WASHED STONE
WHERE SHOWN ON PLANS
AUGURED HOLE FILLED
TYPICAL PLANTING SECTION IN BED AREAS
NOT TO SCALE
12
"
M
I
N
.
12
"
M
I
N
.
8"8"
+/- 6"
3” DOUBLE GROUND BROWN
MULCH WITH 2” PINE STRAW
COVERING
1
NOTES:
1. SEE PLANTING PLAN FOR BED LAYOUTS.
2. ROWS SHALL BE STRAIGHT & PARALLEL UNLESS
BED AREA FOR PARTICULAR PLANT IS SHOWN
IN A CIRCULAR OR IRRREGULAR AREA, THEN
AS DIRECTED BY LANDSCAPE ARCHITECT.
3. SEE "PLANT USE LIST" FOR PLANT SPACING.
PLANT SPACING DETAIL
NOT TO SCALE
XX
X/2 X/2 X/2 X/2
X X
2
3" DOUBLE GROUND BROWN MULCH
COMPACTED SUBGRADE
LAWN
NOTE: TRENCH EDGE TO BE LOCATED BETWEEN
PLANTING BEDS AND ALL LAWN AREAS.
WITH 2" PINESTRAW COVERING
TRENCH BED EDGE DETAIL
NOT TO SCALE
3"
7"
1"
4"
3
#57 LIMESTONE
WATERPROOF MEMBRANE
FILTER FABRIC
COMPACTED SUBGRADE -
COMPACT TO 95%
STANDARD PROCTOR
3" DOUBLE GROUND BROWN MULCH
W/ 2" PINE STRAW COVERING
REF. SEATWALL DETAIL
REF. PLAZA DETAILS
SOCK PIPE PER
ENGINEER'S PLANS
ROOT BARRIER - WHERE
SHOWN ON PLAN
APPROVED SOIL MIX
(3)#4 REBAR PUSHED
THROUGH ROOTBALL - WITH
12-16" STICKING OUT ON
EITHER SIDE.
4" SOCK PIPE. CONNECT
TO MAIN DRAIN LINE
WASHED #57 LIMESTONE
FILTER FABRIC, TYP.
RAISED PLANTER DETAIL
1/16" = 1'-0"
4
P-CO-BAN-01
DETAILS ON THIS SHEET ARE FOR
COORDINATION PURPOSES ONLY.
CITY TO INSTALL SOIL PREP AND
PLANT MATERIAL
Page 51 of 52
GFCI
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T
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NORTH
LOW VOLTAGE LIGHTING PLAN
0 feet16
1/8" = 1'-0"
8 24
1/
8
"
=
1
'
-
0
"
2
1
2
3
3
4
5
4
6
5
6
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1
7
FX LUMINAIRE EX TRANSFORMER. MOUNT TO
WALL WITH STAINLESS STEEL SCREWS.
GFI PROTECTED 120V POWER WITH
WATERPROOF OUTLET COVER
4 X 4 [9 CM X 9 CM] REDWOOD POST MOUNTED
IN A CONCRETE FOOTING. PROVIDE 1/2" [13 MM]
CHAMFER AT TOP OF POST.
INSTALL LOW VOLTAGE CABLES INSIDE 1.5"
[4 CM] DIA. GRAY PVC CONDUIT UNTIL CABLE IS
12" [30 CM] BELOW FINISHED GRADE.
FINISHED GRADE
CONCRETE FOOTING
TRANSFORMER POWER CABLE AND PLUG
DETAIL LEGEND:
A.FX LUMINAIRE EX
TRANSFORMER. SEE LIGHTING
PLAN FOR WATTAGE, SIZE AND
SWITCHING TYPE.
B.ALL METAL PARTS MUST BE
GROUNDED IN ACCORDANCE TO
NEC GUIDELINES.
C.BOTTOM OF TRANSFORMER
CABINET TO BE A MINIMUM OF 12"
[30 CM] ABOVE FINISHED GRADE.
D.MOUNT BEHIND PLANT MATERIAL
OR BOULDERS TO OBSCURE A
DIRECT VIEW OF THE
TRANSFORMER. LOCATE AWAY
FROM SPRAY OF IRRIGATION
HEADS.
E.ALWAYS REFER TO FX PRODUCT
INSTALLATION NOTES PRIOR TO
INSTALLATION.
NOTES:
12" MIN.
[30 CM MIN.]
12" MIN.
[30 CM MIN.]
12" DIA.
[30 CM DIA.]
18" MIN.
[46 CM MIN.]
FX-EX MOUNTING - POST MOUNT
NOT TO SCALE
1
P-MR-LVL-13
FX
PONTENZA X 300 (PX300) TRANSFORMER
N.T.S.
2 P-MR-LVL-01
1
2
3
1
2
3
4
5
4
5
5
FX LUMINAIRE WS WALL WASH FIXTURE.
SEE PLAN LEGEND FOR WATTAGE, BEAM
SPREAD AND ACCESSORIES.
AIM FIXTURE A MINIMUM OF 10° OFF
VERTICAL TO ALLOW WATER AND DIRT TO
DRAIN OFF LENS CAP.
FX LUMINAIRE SUPER SLOT SPIKE MOUNT.
FINISHED GRADE.
DIRECT BURY, UF/UL, COPPER, LOW
VOLTAGE CABLE WITH WATERPROOF
CONNECTION. LEAVE 18" [46 cm] MINIMUM
WIRE LOOP COILED BELOW FIXTURE FOR
SERVICE.
DETAIL LEGEND:
A.INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
B.ACCEPTS 10-15 VOLTS - AC OR DC.
C.SEE PLAN LEGEND FOR LED BOARD
OPTION, BEAM SPREADS, AND
ACCESSORIES.
D.ALWAYS REFER TO FX PRODUCT
INSTALLATION NOTES PRIOR TO
INSTALLATION.
NOTES:
WS WALL WASH - SSS MOUNT
N.T.S.
3
P-MR-LVL-05
REFLECTORE STELLATO (RS) - SSS MOUNT
N.T.S.
4
P-MR-LVL-02
TRANSFORMER TO BE
INSTALLED ON A 4"X4"
PEDESTAL
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
FX LUMINAIRE WS
VARIABLE HEIGHT RISER FOR EACH FIXTURE
ORDER CODE: WS, ALUMINUM, (BZ) BRONZE METALLIC,
3-PRONG SPIKE
LAMP: 35W G4 LED, 2.4W / 2.6VA, BEAMSPREAD: WIDE
FLOOD
2 3/LV1.0
FX LUMINAIRE RS
DIE-CAST ALUMINUM UP LIGHT. 2.4IN. DIA X 6.5IN. H.
ORDER CODE: RS, ZINC, (BZ) BRONZE METALLIC,
SUPER SLOT SPIKE
LAMP: 35W MR-16 LED WARM FLOOD, 5W / 5.4VA, 2700K,
BEAMSPREAD: FLOOD
ACCESSORIES: (VHRUL) VARIABLE HEIGHT RISER FOR
UPLIGHTS
36 4/LV1.0
FX LUMINAIRE PX-300 (POST MOUNT)
ANALOG TIMER
110V-15 AMP OUTLET REQUIRED AT EACH
TRANSFORMER
1 2/LV1.0
#10 - COPPER AWG - LOW-VOLTAGE DIRECT-BURIAL 519 LF
T
LIGHTING SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
PIPE SLEEVE: PVC SCHEDULE 40 2"146 LF
SLEEVE SCHEDULE
CODE DESCRIPTION QTY
26 Electrical
DUPLEX OUTLET - WEATHER PROOF COVER PER CODE 3026-02
REFERENCE NOTES SCHEDULE
LOW VOLTAGE LIGHTING NOTES:
●MARK THE LOCATIONS OF LOW-VOLTAGE TRANSFORMERS/POWER
SUPPLIES FOR APPROVAL BY LANDSCAPE DESIGNER/OWNER PRIOR
TO INSTALLATION.
●POWER SUPPLY TO BE MOUNTED WOOD PEDESTAL MOUNT PER
DETAIL
●ALL LIGHTING WIRE SHALL BE 12-2 DIRECT BURY UNLESS NOTED
OTHERWISE.
●ALL LOW-VOLTAGE LIGHTING EQUIPMENT SHALL BE INSTALLED
ACCORDING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
●CONSULT WITH THE OWNER ON TIMER PREFERENCES FOR ON/OFF
CIRCUIT TIMES.
●INSTALL 2" SCHEDULE 40 PVC SLEEVE FOR ALL LV LIGHTING WIRE
WITHIN SAME IRRIGATION SLEEVE LOCATIONS
●USE MIN. 12" RISER WHEN NECESSARY FOR FIXTURES LOCATED
WITHIN PLANT MATERIAL, ALL FIXTURES TO BE CLEAR OF
VEGETATION.
RECESS OUTLET IN BRICK
WALL AT RAISED PLANTERS
OUTLETS TO BE INSTALLED
AT THE BASE OF ALL TREES
26-02
2" SCH. 40 SLEEVE
10 ga. LV LIGHTING WIRE
MOUNTING HEIGHT: PER CODE
POSITION: VERTICAL
LOAD: 15A
TYPE:STANDARD
PLATE STYLE: WEATHERPROOF
PLATE/OUTLET FINISH: GRAY
Page 52 of 52