42 EAST COAST DR PPRI21-0013 Ahearn Mixed use - civil.Vicinity MapN.T.S.GENERAL PROJECT INFORMATIONCALL 48 HOURSBEFORE YOU DIGIT'S THE LAW!DIAL 811SUNSHINE STATE ONE CALL OF FLORIDA, INC.Know what's below.Call before you dig.GENERALCity Development Number-Concurrency Application Number-Property Appraiser Number (RE #)169728 0000Zoning DesignationCBDPUD Ordinance Number-FIRM - Community - Panel12031C0409JFlood Zones (Show in Plans)"X"Base Flood Elev. (Show in Plans)-Vertical Datum Used for Project-JEA Availability Number-SUBDIVISIONPSD Number-City or Private Inspection-Public or Private Roads-Subdivision ("911") Disk Provided?-NON-SUBDIVISIONNorth American Industry ClassificationSystem (NAICS)-Impervious Area (Sq. Ft.)-42 East Coast DriveAtlantic Beach, Florida 32223AHEARN MIXED USEBUILDINGCommercial DevelopmentSurveyorArchitectGPS Holding Group, LLCOwnerLandscape ArchitectCivil EngineerBaker Design Build219 N. Newnan Street, 2nd FloorJacksonville, FL 32202Ph: (904) 356-8520Fx: (904) 559-2678Charles Porter & Associates, Inc.2465 Stockton Drive, Fleming Island, FL 32003Ph: (904)234-5574Zona Architecture2600 Belfort RoadJacksonville, Florida 32216Ph: (904) 371-2790500 3rd StreetJacksonville Beach, Florida 32250Janet WhitmillPO Box 5212Jacksonville, FL 32247Cover SheetC1.0THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWINGSHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C. AS INDICATED BY A ( ).ENGINEER OF RECORD:THIS ITEM HAS BEEN DIGITALLYSIGNED AND SEALED BY:PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED.THE SIGNATURE MUST BE VERIFIEDON THE ELECTRONIC DOCUMENTS.KYLE F. DAVIS, P.E.BAKER DESIGN BUILD219 N. NEWNAN STREET, 2ND FLOORJACKSONVILLE, FLORIDA 32202LICENSESheet List TableSheet Sheet Number Sheet TitleC1.0 Cover SheetC1.1 General Site Notes--SurveyC2.01Demo-Tree Mitigation PlanC3.01Site Geometry PlanC4.01Water & Sewer PlanC5.01Grading & Drainage PlanC6.0Pre Development Drainage MapC6.1Post Development Drainage MapC7.01Sediment & Erosion Control PlanCD1.0 Site DetailsCD1.01 Site DetailsCD2.0 JEA Std. WaterMain DetailsCD2.01JEA Std. Sanitary Sewer DetailsCD3.0Grading & Drainage DetailsCD3.0CD3.0 Grading & Drainage DetailsCD3.01CD3.01 Grading & Drainage DetailsCD3.02CD3.02 Grading & Drainage Details (StormTech)CD4.0 Sediment & Erosion Control DetailsC8.0 Stormwater Pollution Prevention PlanC8.1 Stormwater Pollution Prevention FormsC9.0 Maintenance of Traffic PlanL-1Landscape PlanRevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach ResubmittalPROJECT SITECity of Atlantic BeachCODES-ABC, INC.Reviewed for Code ComplianceFrederick “Art” BarthlowBU1701/PX115509/28/2021 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."LICENSEDigitally signed by Kyle F DavisDN: CN=Kyle F Davis, OU=A01410D0000017397099FF40000BF73, O=Unaffiliated, C=USReason: I am the author of this documentDate: 2021.10.06 17:43:52-04'00'By Toni Gindlesperger at 9:47 am, Oct 12, 2021
GENERAL SITE NOTESGeneralSite NotesC1.1RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
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A H E R N S T R E E TDemo-TreeMitigation PlanC2.01SCALE: =0 5' 10'20'1"10'-0"RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
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A H E R N S T R E E TUPUPUPUPUPSite GeometryPlanC3.01SCALE: =0 5' 10'20'1"10'-0"RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
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A H E R N S T R E E TUPUPUPUPUPWater & SewerPlanC4.01SCALE: =0 5' 10'20'1"10'-0"RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
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A H E R N S T R E E TUPUPUPUPUPGrading &Drainage PlanC5.01SCALE: =05'10'20'1"10'-0"RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
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A H E R N S T R E E TRevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach ResubmittalPre DevelopmentDrainage MapC6.0SCALE: =0 5' 10'20'1"10'-0"
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A H E R N S T R E E TUPUPUPUPUPRevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach ResubmittalPostDevelopmentDrainage MapC6.1SCALE: =0 5' 10'20'1"10'-0"
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A H E R N S T R E E TUPUPUPUPUPSediment &Erosion ControlPlanC7.01SCALE: =0 5' 10'20'1"10'-0"RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
RAMP CURB OPTIONSSECTION A-AAATRUNCATED DOMEPLAN VIEWPLAN VIEWSECTION B-BSECTION A-APLAN VIEWPLAN VIEWCOMPACT SPACE ONLYBBAASite DetailsCD1.0RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
HUNTCOSITE FURNISHINGS× 2THERAMBLERCONSTRUCTION/MATERIAL2” Sch. 40 Round Steel Pipe(shown)2" × 2" Square Steel Tubing(Pipecutter Proof)5/8" x 2 1/2" SteelFlat Bar (Pipecutter Proof)– Steel Flanges (Varies)DIMENSIONS– 14.4" Length– 5.5" Width– 36" HeightMOUNTING OPTIONSFlange Mount (Shown)(6) .63" Mounting HolesIn-Ground11" Leg ExtensionsFINISH OPTIONST304 Stainless Steel#4 Satin FinishHot Dipped GalvanizedPowder Coating#Thermoplastic Coating#ADDITIONAL OPTIONSFlange Cover (available atadditional cost on roundpipe only)CONTRACTOR:JOB:NOTES:Manufactured in thePacific NorthwestFlange or In-GroundFlat Bar & Flange36”47”GRADE14.4”.63”5.5”Tradition & InnovationPHONE 503.224.8700FAX 503.274.2055EMAIL Sales@Huntco.comWEB Huntco.comTWITTER @HuntcosupplyMAIL P.O. Box 10385Portland, Or. 97296-0385Square Tubing & FlangeRECOMMENDED LAYOUTNOTES:"Bike" is 70"# Minimum Spacing(#) Recommended SpacingBike racks, lockers, benchesand architectural site furnishingssince 1980.Our top-selling range, theRambler is one of our mostelegant and flexible racks.We can custom build it to yourspecs in a variety of lengths.48"48" 36"
132"Site DetailsCD1.01RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
WATER
Grading &Drainage DetailsCD3.0RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
Grading &Drainage DetailsCD3.01RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
SIDE VIEWSECTION A-AAANOTE:PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS.CONTACT STORMTECH FOR MORE INFORMATION.CHAMBERMAX DIAMETER OFINSERTA TEEHEIGHT FROM BASE OFCHAMBER (X)SC-3106" (150 mm)4" (100 mm)SC-74010" (250 mm)4" (100 mm)DC-78010" (250 mm)4" (100 mm)MC-350012" (300 mm)6" (150 mm)MC-450012" (300 mm)8" (200 mm)INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPSGASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON(X)INSERTA-TEE SIDE INLET DETAILCONVEYANCE PIPEMATERIAL MAY VARY(PVC, HDPE, ETC.)INSERTA TEECONNECTIONPLACE ADS GEOSYNTHETICS 315 WOVENGEOTEXTILE (CENTERED ON INSERTA-TEEINLET) OVER BEDDING STONE FOR SCOURPROTECTION AT SIDE INLET CONNECTIONS.GEOTEXTILE MUST EXTEND 6" (150 mm)PAST CHAMBER FOOTINSERTA TEE TO BEINSTALLED, CENTEREDOVER CORRUGATIONDO NOT INSTALLINSERTA-TEE ATCHAMBER JOINTS6AABBSECTION A-ASECTION B-BFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSUNDERDRAIN DETAILSTORMTECH CHAMBERSTORMTECH END CAPOUTLET MANIFOLDADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH END CAPADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH CHAMBERDUAL WALLPERFORATEDHDPEUNDERDRAINNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS5SC-740 TECHNICAL SPECIFICATIONSPART #STUB ABCSC740EPE06T / SC740EPE06TPC6" (150 mm) 10.9" (277 mm)18.5" (470 mm)---SC740EPE06B / SC740EPE06BPC---0.5" (13 mm)SC740EPE08T /SC740EPE08TPC8" (200 mm) 12.2" (310 mm)16.5" (419 mm)---SC740EPE08B / SC740EPE08BPC---0.6" (15 mm)SC740EPE10T / SC740EPE10TPC10" (250 mm) 13.4" (340 mm)14.5" (368 mm)---SC740EPE10B / SC740EPE10BPC---0.7" (18 mm)SC740EPE12T / SC740EPE12TPC12" (300 mm) 14.7" (373 mm)12.5" (318 mm)---SC740EPE12B / SC740EPE12BPC---1.2" (30 mm)SC740EPE15T / SC740EPE15TPC15" (375 mm) 18.4" (467 mm)9.0" (229 mm)---SC740EPE15B / SC740EPE15BPC---1.3" (33 mm)SC740EPE18T / SC740EPE18TPC18" (450 mm) 19.7" (500 mm)5.0" (127 mm)---SC740EPE18B / SC740EPE18BPC---1.6" (41 mm)SC740EPE24B*24" (600 mm) 18.5" (470 mm)---0.1" (3 mm)ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)CHAMBER STORAGE45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)WEIGHT75.0 lbs.(33.6 kg)*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERSPRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE-CORED END CAPS END WITH "PC"90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHBUILD ROW IN THIS DIRECTIONAACB51.0"(1295 mm)30.0"(762 mm)45.9" (1166 mm)12.2"(310 mm)29.3"(744 mm)OVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END2SC-740 6" (150 mm) INSPECTION PORT DETAILCONCRETE SLAB8" (200 mm) MIN THICKNESS* THE PART# 2712AG6IPKIT CAN BEUSED TO ORDER ALL NECESSARYCOMPONENTS FOR A SOLID LIDINSPECTION PORT INSTALLATION6" (150 mm) INSERTA TEEPART# 6P26FBSTIP*INSERTA TEE TO BE CENTERED ONCORRUGATION CRESTFLEXSTORM CATCH ITPART# 6212NYFXWITH USE OF OPEN GRATEPAVEMENTCONCRETE COLLARCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS12" (300 mm) NYLOPLAST INLINE DRAINBODY W/SOLID HINGED COVER OR GRATEPART# 2712AG6IP*SOLID COVER: 1299CGC*GRATE: 1299CGS6" (150 mm) SDR35 PIPESC-740 CHAMBER18" (450 mm) MIN WIDTH4SC-740 CROSS SECTION DETAILACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILLMATERIALS.4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONEWITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIALREQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE.2,318"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm) MINDCBA12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN51" (1295 mm)6"(150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 5)SC-740 END CAPSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)30"(762 mm)DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN1INSPECTION & MAINTENANCESTEP 1) INSPECT ISOLATOR ROW FOR SEDIMENTA. INSPECTION PORTS (IF PRESENT)A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ONMAINTENANCE LOGA.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL)A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B. ALL ISOLATOR ROWSB.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE ISPREFERREDB. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC. VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVALBASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE ISNECESSARY.SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)CATCH BASINOR MANHOLESC-740 END CAPOPTIONAL INSPECTION PORTSC-740 CHAMBERCOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATES24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSELEVATED BYPASS MANIFOLDSC-740 ISOLATOR ROW DETAIL3ADVANCED DRAINAGE SYSTEMS, INC.STORMTECH CHAMBER SPECIFICATIONS1. CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310.2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTPANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATIONREQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVELOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLEPRESENCES.5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARDSPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS".7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBERMANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVALBEFORE DELIVERING CHAMBERS TO THE PROJECT SITE:a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATESTHAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATESTHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12,ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED ASPART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HASCOMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THESITE DESIGN ENGINEER.9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THESUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED INACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTIONGUIDE".3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND ISNOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDERTHE STORMTECH STANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FORCONSTRUCTION EQUIPMENT.Grading &Drainage DetailsCD3.02RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
SEDIMENT & EROSION CONTROL NOTESSediment &Erosion ControlDetailsCD4.0RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
StormwaterPollutionPreventionPlanC8.0RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
StormwaterPollutionPreventionFormsC8.1RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
PEDESTRIANWALKWAYPEDESTRIANWALKWAYSIDEWALKCLOSEDSIDEWALKCLOSEDDETOURDETOURDETOURSIDEWALK CLOSEDAHEADCROSS HEREDETOURDETOURDETOURSIDEWALK CLOSEDAHEADCROSS HERESIDEWALKCLOSEDSIDEWALK CLOSEDUSE OTHER SIDESIDEWALK CLOSED
USE OTHER SIDESIDEWALKCLOSEDDETOUR
DETOURROADWORKAHEADROADWORKAHEADROADWORKAHEADROADWORKAHEADDETOUR
DETOURDETOURDETOUR’ Maintenance ofTraffic PlanC9.0RevisionDateSheet NumberProject NumberNo.REVISIONS219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202p 904 356 8520f 904 559 2678 bakerdesign.buildC.A No. 32489DESIGNER EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS WITHIN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, COPIED OR USED INANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT OF BAKER DESIGN BUILD, LLC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN CONSENT.Kyle F. Davis, P.E.FL Reg. 6307119/24/20City of Atlantic Beach Submittal19-0425Sheet NameCommercial DevelopmentAHEARN MIXED USE BUILDING42 East Coast DriveAtlantic Beach, Florida 32223GPS Holding Group, LLC---------------------22/12/21City of Atlantic Beach Resubmittal33/26/21City of Atlantic Beach Resubmittal44/14/21City of Atlantic Beach Resubmittal
E A S T C O A S T D R I V EA H E R N S T R E E T
90' WEST 6' X 2' WOOD FENCE20' NORTH
TREE BARRICADE TYP.
PALMS TO BE PRESERVED
LIMB UP TO 8' CLEAR TRUNK
TREE BARRICADE TYP.
PALMS TO BE PRESERVED
LIMB UP TO 8' CLEAR TRUNK
4 SP
7 MC
END OF 6' X 2' WOOD FENCE
23 CONFEDERATE JASMINE
36" ESPALIER MIN 3 GAL
FULL 4'OC. MATCHED
*PLANT LIST LEGEND:N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008,
OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST)
SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR
SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE)
SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL
PALM TO BE PRESERVED W/ BARRICADE
TREE TO BE REMOVED
LEGEND
PALM TO BE PRESERVED W/ BARRICADE
SHRUB PLANTING DETAIL
E A S T C O A S T D R I V EA H E R N S T R E E T
M
SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS
Two Rain Bird 1401 bubbler 4 x2 360 30 2 x .25 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird 1812 with GPH Irrigation Products GDFN 1
Area to Receive Dripline
Rain Bird XFD-09-12 30 s.f.
In-Line Pressure Compensating Landscape Dripline with
Built-In Check Valve. 1.0GPH emitters at 12.0" O.C.
Dripline laterals spaced at 16.0" apart, with emitters offset
for triangular pattern. Install dripline on both sides of plant material.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Hunter NODE-BT-100-VALVE in a 12" Valve Box 1
Install SC-PROBE in landscape area
Wilkins 975XL 1" Backflow Preventer 1
Water Meter 34" (by others)1
Irrigation Lateral Line: PVC Class 160 30 l.f.
Irrigation Mainline: PVC Schedule 40 1" 20 l.f.
Pipe Sleeve: PVC Schedule 40
IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF
M
IRRIGATION_SCHEDULE
UNDERGROUND IRRIGATION SPECIFICATIONS
B. Installation of Plastic Pipe:
1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by
Manufacturer.
2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18")
inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches
based on finish grade
3. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads
immediately adjacent to mowing strips, walks or curbs shall be one (1") inch below top of
mowing strip, walk or curb and have a minimum of one (1") inch clearance between head and
mowing strip, walk or curb.
4. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain
approval of Landscape Architect prior to proceeding with work. 5. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will result. 6. Make solvent weld joints in the following manner: a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to each. b. Apply uniform coat of 711 solvent to outside of pipe. c. Apply solvent to fitting in similar manner. d. Reapply a light coat of solvent to pipe and quickly insert into fitting. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe
is inserted to full depth of fitting socket.
f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint.
g. Wipe off solvent appearing on outer shoulder of fitting.
h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the
inside of pipe.
i. Allow joints to set at least 24 hours before applying pressure to PVC pipe.
7. Tape threaded connection with teflon tape.
C. Control Valves and Controller: 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to applicable electrical code. 2. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. 3. Install remote control valves in valve boxes positioned over valve so all parts of valve can be reached for service. Set cover of valve box even with finish grade. 4. Install all valve boxes over nine (9") inches of gravel for drainage.
D. Sprinkler Heads:
1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush
out system.
2. Set sprinkler heads perpendicular to finish grade.
3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade.
E. Dripline:
1. Install RD-12-NP drip zone indicator head next to each control valve with closed nozzle.
2. Stake dripline every eight feet along dripline laterals.
3.3 ADJUSTMENT AND CLEANING:
A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without
appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no
additional charge to the Owner.
B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building.
C. Adjust watering time of valves to provide proper amounts of water to all plants.
3.4 DEMONSTRATION:
A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance.
END OF SECTION
1.0 GENERAL
1.1 SUMMARY: Includes but not limited to:
A. Furnishing and installing sprinkler system as described in Contract Documents complete with
accessories necessary for proper functioning.
1.2 SYSTEM DESCRIPTION:
A. Design Requirements:
1. Layout of Irrigation Heads:
a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as
is required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc.
1.3 QUALITY ASSURANCE: A. Regulatory Requirements: 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. B. Pre-Installation Conference: 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements
prior to commencing work of this Section.
C. System Adjustments:
1. Minor adjustments in system will be permitted to avoid existing fixed obstructions.
2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be
with landscape area. Mainline, laterals and valves to be installed as far away from existing and
new specimen trees as possible.
D. 1. Documentation and submittal of actual water supply performance prior to commencing installation.
1.4 SUBMITTALS:
A. Record Drawings:
1. Prepare an accurate as-built drawing as installation proceeds to be submitted prior to final
inspection. Drawing shall include:
a. Detail and dimension changes made during construction.
b. Significant details and dimensions not shown in original Bidding Documents.
2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and
relevant shop drawings.
3. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of
the Landscape Architect and Owner.
4. As-built drawing shall be clearly drawn.
5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller.
6. Final payment for system will not be authorized until accurate and complete submittals are delivered to the Landscape Architect.
B. Instruction Manual:
1. Provide instruction manual which lists complete instructions for system operation and
maintenance.
1.5 PRODUCT STORAGE:
A. During construction and storage, protect materials from damage and prolonged exposure to sunlight.
1.6 WARRANTY:
A. Standard one (1) year warranty stipulated in General Conditions shall include: 1. Completed system including parts and labor. 2. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one (1) year following final acceptance. 3. System adjustment to supply proper coverage to areas to receive water.
1.7 MAINTENANCE: A. Extra Materials: 1. In addition to installed system, furnish Owner with the following items at close-out: a. Two sprinkler head bodies of each size and type.
b. Two nozzles for each size and type.
c. Two adjusting keys for each sprinkler head cover type.
2.0 PRODUCTS:
2.1 PIPE, PIPE FITTINGS, AND CONNECTIONS:
A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type,
and working pressure.
B. Pipe:
1. Pressure Lines: as indicated on plans.
2. Lateral Lines: as indicated on plans.
3. Risers: sch. 80 PVC, gray
C. Fittings:
1. Schedule 40 PVC.
D. Sleeving:
1. Schedule 40 PVC.
2.2 SPRINKLER HEADS:
A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge.
2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, color coded copper conductor direct burial size 14. Use 3M-DBY waterproof wire connectors at splices and locate all splices within valve boxes. Use white or gray color forcommon wire and other colors for all other wire.
2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Automatic Controller: 1. Make and model shown on Drawings.
2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of valves.
3.0 EXECUTION:
3.1 PREPARATION: A. Protection: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense.
3.2 INSTALLATION:
A. Trenching and Backfilling:
1. Over-excavate trenches by two (2") inches and bring back to indicated depth by filling with fine,
rock-free soil or sand.
2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In
no case shall there be less than two (2") inches of rock-free soil or sand surrounding pipe.
HUNTER PROS-12 WITH GDFN
PVC EXHAUST MANIFOLD, OR DRIPLINE
16" MAX. SPACING
SHRUB HEDGE
DRIPLINE TO BE INSTALLED UNDER MULCH LAYER
SUPPLY LINE
PVC SUPPLY MANIFOLD, INSTALLED BELOW GRADE
DRIPLINE START CONNECTION MALE ADAPTER
DIPLINE LAYOUT
SCALE: NTS
FINISH GRADE
UNDISTURBED/STABILIZED SOIL
SURFACE WITH SOIL STAPLES
LATERAL LINE PVC PIPE TOBUBBLER, 18" DEPTH
K FLEX
PLANT TO BE IRRIGATED,SEE IRRIGATION PLANS
PCT BUBBLER, LOCATE WITHINSAUCER2 - 180° APART
PLANTING SAUCER,CONTINUOUS
EACH BUBBLER INDIVIDUALLYTIED INTO FLEX PIPE
K FLEX PIPE
SECURE K FLEX AND BUBBLERS TO SOIL
NOTES:1. BUBBLERS SHALL BE PLACED ON THE UPHILL SIDE OF ANY SLOPES & ON THEOPPOSING SIDES OF EACH ROOTBALL WITHIN THE SAUCER2. BUBBLERS TO BE INSTALLED ADJACENT TO ROOTBALL PERIMETER, DO NOTINSTALL BUBBLER ON TOP OF ROOTBALL OR NEXT TO TRUNK3. REFER TO PLANS FOR BUBBLER FLOW VOLUME AND BUBBLER QUANTITIESPER TREE OR PALM
IRRIGATION DETAIL
BUBBLER APPLICATION
DETAIL LEGEND:
12
11
2
3
9
10
7
68
HUNTER IRRIGATION CONTROLLER(NODE-BT) AND MOUNTINGHARDWARE PER PLAN
HUNTER SOIL MOISTURE PROBE(SC-PROBE) INSTALLED AT 50% OFROOT DEPTH
SC-PROBE CABLE TO CONTROLLER
HUNTER VALVE PER PLAN
VALVE BOX PER PLAN
MAIN LINE PER PLAN
MAIN LINE RISER PER PLAN
1
2
3
4
5
6
LATERAL LINE PER PLAN
GRAVEL BASE, DEPTH ASSPECIFIED
FILTER FABRIC
BRICK
FINISHED GRADE
8
9
10
11
7
5
12
1 4
IRRIGATION DETAIL
NODE BT