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HomeMy WebLinkAboutSite PlansFnB2 OcAFnB2FxC3StStSt96TH STRANDALL DR CARMEL CREEKWeSITE GRAY RD SITE96TH STRANDALL DR TOM WOODCONSTRUCTION PLANS4610-B EAST 96TH STREETCARMEL, INDIANADEVELOPER:ENGINEER:ROGER WARD ENGINEERING, INC.6555 CARROLLTON AVENUEINDIANAPOLIS, IN 46220317-251-1738Fax-251-1923Contact: ROGER WARDemail: rward@rw-engineeering.comCONSTRUCTION NOTES1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN INDIVIDUAL LOTPERMIT.2. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OFSUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALLUTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.C100JOB#: TWI.013COVER SHEET DATE: 03/21/2023 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:DEVELOPMENT SUMMARY4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION AUDI SERVICE ADDITIONTOM WOOD INC.9820 ASSOCIATION COURTINDIANAPOLIS, IN 46280317-574-0143Fax-573-9895Contact: JOE FELTMANemail: jfeltman@tomwood.comOPERATING AUTHORITY - CITY OF CARMEL, INEXISTING BUILDING = 33,378 SFBUILDING ADDITION = 14,071 SFSITE AREA = 4.61 AC+/-DISTURBED AREA = 0.83 AC+/-ZONING = B-3FRONT SETBACK: 30' PER PLATSIDE SETBACK: 0' PER PLATCOVERAGE RATIO = 74%ALLOWED COVERAGE = 80%PZ-2023-00117 ADLS AMEND E6258RIM:739.60'6259RIM:739.75'200RIM:741.24'INV IN: SE-730.55'(8" PVC)INV IN: NE-730.55'(8" PVC)209RIM:739.92'INV IN: S-731.44'(PVC Pipe)INV OUT: NW-731.32'(8" PVC)202RIM:739.10'INV IN: N--0.43'(8" PVC)INV IN: SE-730.79'(8" PVC)INV OUT: W-729.09'(8" PVC)201RIM:740.56'INV IN: NE-730.14'(PVC Pipe)INV OUT: S-730.25'(8" PVC)210RIM:739.67'INV OUT: E-735.47'(12" RCP)6262RIM:739.94'INV IN: W-733.71'(18" CPP)INV OUT: S-733.53'(18" CPP)62636260RIM:740.13'INV IN: SW-734.41'(18" CPP)INV OUT: E-733.91'(18" CPP)6261RIM:740.18'INV IN: S-734.66'(12" CPP)INV IN: W-735.25'(8" PVC)INV OUT: NE-734.59'(18" CPP)C1JOB#: TWI.013SITE DEMOLITION PLAN DATE: 03/21/22 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION EXISTING CONDITIONS &PROJECT BENCHMARK: HAMILTON COUNTYGEODETIC CONTROL DISK (STATION NAME HCBR246) SET ON THE NORTHWEST CONCRETE BRIDGEABUTMENT OF THE 96TH STREET (COUNTY LINEROAD) BRIDGE OVER WHITE RIVER.ELEV.=745.66 (NGVD 29) 745.24 (NAVD 88)BENCHMARK NOTEEXISTING BUILDING = 33,378 SFSITE AREA = 4.61 AC+/-DISTURBED AREA = 0.83 AC+/-ZONING = B-3FRONT SETBACK: 30' PER PLATSIDE SETBACK: 0' PER PLATEX. DEVELOPMENT SUMMARYHORIZONTAL DATUM NOTETHE HORIZONTAL DATUM FOR THE TOPOGRAPHYIS BASED UPON INDIANA STATE PLANECOORDINATES (NAD83). EC101JOB#: TWI.013DATE: 03/21/2023 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION SITE PLANEXISTING BUILDING = 33,378 SFBUILDING ADDITION = 14,071 SFSITE AREA = 4.61 AC+/-DISTURBED AREA = 0.83 AC+/-ZONING = B-3FRONT SETBACK: 30' PER PLATSIDE SETBACK: 0' PER PLATCOVERAGE RATIO = 74%ALLOWED COVERAGE = 80%PARKING CHANGES SUMMARY:EXISTING TOTAL SPACES = 279PROPOSED TOTAL SPACES = 248(210 UNTOUCHED, 22 ADDED BACK AND 16RE-CONFIGURED SPACES)ON-SITE PARKING PROVIDED:DISPLAY VEHICLES: 197SERVICE / OVERFLOW:15EMPLOYEE:20CUSTOMER:14ACCESSIBLE SPACES: 2TOTAL: 248PR. DEVELOPMENT SUMMARYPart of Lots 1 and 3 in East 96th Street Auto Park, an addition in the City of Carmel, in Hamilton County, Indiana, as per platthereof recorded as Instrument Number 200100000285 in the Office of the Recorder of Hamilton County, Indiana, beingmore particularly described as follows:Beginning at the northwest corner of Lot 1 in said subdivision, said point also being the southwest corner of Lot 3; ThenceNorth 06 degrees 44 minutes 21 seconds East along the west line of Lot 3 a distance of 135.91 feet; Thence leaving said westline South 89 degrees 58 minutes 44 seconds East parallel with the south line of said Lot 3 a distance of 352.20 feet; ThenceSouth 00 degrees 01 minutes 16 seconds West a distance of 134.95 feet to the northeast corner of said Lot 1, Thence on andalong the east line of said Lot 1 the following four (4) calls: 1) along a tangential curve having a radius of 78.00 feet, theradius point which bears South 89 degrees 58 minutes 44 seconds East; Thence along said curve an arc distance of 101.98feet, the chord of which bears South 37 degrees 26 minutes 02 seconds East a chord distance of 94.87 feet; 2) along atangential curve having a radius of 368.00 feet, the radius point which bears North 15 degrees 06 minutes 41 seconds East;Thence along said curve an arc distance of 38.47 feet, the chord of which bears South 77 degrees 53 minutes 01 seconds Easta chord distance of 38.45 feet ; 3) along a tangential curve having a radius of 39.00 feet, the radius point which bears South09 degrees 07 minutes 18 seconds West; Thence along said curve an arc distance of 55.15 feet, the chord of which bearsSouth 40 degrees 22 minutes 11 seconds East a chord distance of 50.67 feet; 4) South 00 degrees 08 minutes 20 secondsWest a distance of 201.41 feet; Thence leaving said east line North 89 degrees 58 minutes 44 seconds West parallel with thenorth line of said Lot 1, a distance of 499.61 feet to a point on the west line of said Lot 1; Thence on and along the west lineof said Lot 1 the following two (2) calls: 1) North 00 degrees 01 minutes 16 seconds East a distance of 291.04 feet; 2) North06 degrees 44 minutes 21 seconds East a distance of 32.53 feet to the point of beginning, containing 4.61 acres, more or less.3.49 acres being in Lot 1 and 1.12 acres being in Lot 3.LAND DESCRIPTION EFFE 741.15FFE 741.10FFE 741.08FFE 741.07FFE 741.08FFE 741.12200RIM:741.24'INV IN: SE-730.55'(8" PVC)INV IN: NE-730.55'(8" PVC)209RIM:739.92'INV IN: S-731.44'(PVC Pipe)INV OUT: NW-731.32'(8" PVC)202RIM:739.10'INV IN: N--0.43'(8" PVC)INV IN: SE-730.79'(8" PVC)INV OUT: W-729.09'(8" PVC)201RIM:740.56'INV IN: NE-730.14'(PVC Pipe)INV OUT: S-730.25'(8" PVC)210RIM:739.67'INV OUT: E-735.47'(12" RCP)6262RIM:739.94'INV IN: W-733.71'(18" CPP)INV OUT: S-733.53'(18" CPP)62636260RIM:740.13'INV IN: SW-734.41'(18" CPP)INV OUT: E-733.91'(18" CPP)6261RIM:740.18'INV IN: S-734.66'(12" CPP)INV IN: W-735.25'(8" PVC)INV OUT: NE-734.59'(18" CPP)C102JOB#: TWI.013UTILITY PLAN DATE: 03/21/2023 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITIONIF IT WILL BE NECESSARY TO RELOCATEEXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. ALL UTILITY POLES SHALL BELOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.UTILITY RELOCATION NOTECONTRACTOR TO MAINTAIN UNINTERRUPTEDUTILITY SERVICE (WHENEVER POSSIBLE) TOBUILDING DURING CONSTRUCTION. VERIFY WITHPROJECT'S MEP THAT ALL EXISTING UTILITYSERVICE CONNECTIONS ARE SUFFICIENT FORTHE PROPOSED BUILDING IMPROVEMENTS.UTILITY SERVICES NOTEDAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BERESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF THE CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.RIGHT-OF-WAY NOTEPR. DEVELOPMENT SUMMARYEXISTING BUILDING = 33,378 SFBUILDING ADDITION = 14,071 SFSITE AREA = 4.61 AC+/-DISTURBED AREA = 0.83 AC+/-ZONING = B-3FRONT SETBACK: 30' PER PLATSIDE SETBACK: 0' PER PLATCOVERAGE RATIO = 74%ALLOWED COVERAGE = 80% E740740741741740739739738738740739 740741740 740740200RIM:741.24'INV IN: SE-730.55'(8" PVC)INV IN: NE-730.55'(8" PVC)209RIM:739.92'INV IN: S-731.44'(PVC Pipe)INV OUT: NW-731.32'(8" PVC)202RIM:739.10'INV IN: N--0.43'(8" PVC)INV IN: SE-730.79'(8" PVC)INV OUT: W-729.09'(8" PVC)210RIM:739.67'INV OUT: E-735.47'(12" RCP)6262RIM:739.94'INV IN: W-733.71'(18" CPP)INV OUT: S-733.53'(18" CPP)62636260RIM:740.13'INV IN: SW-734.41'(18" CPP)INV OUT: E-733.91'(18" CPP)6261RIM:740.18'INV IN: S-734.66'(12" CPP)INV IN: W-735.25'(8" PVC)INV OUT: NE-734.59'(18" CPP)C103JOB#: TWI.013DATE: 03/21/2023 DRAWN BY: XX (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTSTHE SITE DOES LIE PARTIALLY WITHIN THE FEDERALLY DESIGNATEDFLOOD ZONE AE PER FLOOD INSURANCE RATE MAP (FIRM) #18057C0236 F, EFFECTIVE FEBRUARY 19, 2003 AND REVISED VIA LOMR WITHEFFECTIVE DATE OF 07/19/15.THE BASE FLOOD ELEVATION FOR THE BUILDING RENOVATION IS740.42 FEET PER THE FEMA APPROVED LOMR DATED 07/19/15.SITE FLOOD INFOPROJECT BENCHMARK: HAMILTON COUNTY GEODETICCONTROL DISK (STATION NAME HCBR 246) SET ON THENORTHWEST CONCRETE BRIDGE ABUTMENT OF THE 96THSTREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER.ELEV.=745.66 (NGVD 29) 745.24 (NAVD 88)THESE PLANS UTILIZE THE NGVD 29 DATUM TO COINCIDEW/ THE FEMA LOMR.BENCHMARK NOTE4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION GRADING & DRAINAGE PLAN AUDI 1.0731.1061.127C103AJOB#: TWI.012FLOODPLAIN MITIGATION PLAN DATE: 11/01/22 DRAWN BY: JTB (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS-TOM WOOD JAGUAR LAND ROVER VOLVO EMPLOYEE PARKING & OVERFLOW PARKING C103BJOB#: TWI.012DATE: 11/01/22 DRAWN BY: JTB (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS-TOM WOOD JAGUAR LAND ROVER VOLVO EMPLOYEE PARKING FLOODPLAIN MITIGATION PROFILE & OVERFLOW PARKING CARMEL CREEK TGVGVC104JOB#: TWI.013DATE: 03/21/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION SWPP PLANTHE SITE DOES LIE PARTIALLY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE AE PER FLOOD INSURANCE RATEMAP (FIRM) #18057C 0236 F, EFFECTIVE FEBRUARY 19, 2003AND REVISED VIA LOMR WITH EFFECTIVE DATE OF 07/19/15.THE BASE FLOOD ELEVATION FOR THE BUILDINGRENOVATION IS 739.79 FEET PER THE RECENTLY FEMAAPPROVED LOMR DATED 07/19/15.SITE FLOOD INFO C105JOB#: TWI.013SWPP DETAILS DATE: 03/21/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION C106JOB#: TWI.013SWPP DATE: 03/21/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION SPECIFICATIONSMR. JOE FELTMANTOM WOOD, INC.9820 ASSOCIATION COURTINDIANAPOLIS, IN 46280317-574-0143 E740740741741740739739738738740739740741740 740740FFE 741.15FFE 741.10FFE 741.08FFE 741.07FFE 741.08FFE 741.12200RIM:741.24'INV IN: SE-730.55'(8" PVC)INV IN: NE-730.55'(8" PVC)209RIM:739.92'INV IN: S-731.44'(PVC Pipe)INV OUT: NW-731.32'(8" PVC)202RIM:739.10'INV IN: N--0.43'(8" PVC)INV IN: SE-730.79'(8" PVC)INV OUT: W-729.09'(8" PVC)201RIM:740.56'INV IN: NE-730.14'(PVC Pipe)INV OUT: S-730.25'(8" PVC)210RIM:739.67'INV OUT: E-735.47'(12" RCP)6262RIM:739.94'INV IN: W-733.71'(18" CPP)INV OUT: S-733.53'(18" CPP)62636260RIM:740.13'INV IN: SW-734.41'(18" CPP)INV OUT: E-733.91'(18" CPP)6261RIM:740.18'INV IN: S-734.66'(12" CPP)INV IN: W-735.25'(8" PVC)INV OUT: NE-734.59'(18" CPP)C601JOB#: TWI.013SANITARY & STORM SEWER DRAWN BY: RCW PLAN & PROFILE 4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS DATE: 03/21/23PROJECT BENCHMARK: HAMILTON COUNTY GEODETIC CONTROL DISK (STATIONNAME HCBR 246) SET ON THE NORTHWEST CONCRETE BRIDGE ABUTMENT OFTHE 96TH STREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER.ELEV.=745.66 (NGVD 29) 745.24 (NAVD 88)BENCHMARK NOTE C801JOB#: TWI.013DATE: 03/21/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITIONBIKE RACK DETAIL C802JOB#: TWI.013DATE: 03/21/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION Bedding12"42"Gravel BackfillUndisturbed SoilU.S. Patent No. 6524473 and other Patent PendingPipe couplingby Contractor.12" long Stub-outby Manufacturer.* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.InletRiser68"VentRim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.32" ODGrade (Rim)Manhole Frame andCover by Manufacturer.(See Details)Swirl Inlet/Outletø 54"AArchedBafflesSection A-AArched BafflesOctagonal Base PlatePlan View1:20JTDDate:Document:Drawn By:Scale:04/18/06AS-4 STDAqua-Swirl Concentrator Model AS-4 CFD Standard Detail104"VentSTANDARD NOTE: www.aquashieldinc.comSTORMWATER TREATMENT SOLUTIONS66"2733 Kanasita Drive, Suite B, Chattanooga, TN 37343 Phone (888) 344-9044 Fax (423) 826-21121. System shall be designed for the following capacities: Peak Treatment Flow: 3.2 cfs Sediment Storage: 32 ft³ Oil/Debris Storage: 190 gal.™VariesSTORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Outlet18" OD Max66"ARiserConcreteFrameCoverSoilConcreteGravel BackfillSoilManhole Frame & Cover DetailFor Non-Traffic Areas Only1/2"1/2"NTS1/2"4"Bollards shall be placed around accessriser(s) in non-traffic areas to preventinadvertent loading by maintenancevehicles.Place small amount ofconcrete to support andlevel manhole frame. DONOT allow manhole frameto rest upon HDPE riser.Gravel BackfillGravel Backfill shall extend atleast 3.5 feet outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)4 1/2" [114 mm]Gravel BackfillPaving1/2" [13 mm]Manhole Frame & Cover DetailNTSFor H-20 Traffic Loading Areas CoverFrameRiser1/2" [13 mm]ConcreteGravel BackfillPaving3" [76 mm] Typ.10" [254 mm]Concrete1/2" [13 mm]If traffic loading (H-20) is required oranticipated, a concrete pad must beplaced over the entire StormwaterTreatment System. Sample details ofconcrete pad available upon request.MANHOLE & INLETSSTORM SEWER C901JOB#: TWI.013SPECIFICATIONS DATE: 03/21/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION C902JOB#: TWI.013AND PAVING POLICY DRAWN BY: RCW4610-B EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA-SERVICE ADDITION (317) 251-1738 (FAX) 251-1923 CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 6555 CARROLLTON AVENUE INDIANAPOLIS, INDIANA 46220 www.rw-engineering.com CARMEL CONCRETE CURB DATE: 03/21/23 ©2013 ADS, INC.PROJECT INFORMATIONADS SALES REP:ENGINEEREDPRODUCTMANAGER:PROJECT NO:ADVANCED DRAINAGE SYSTEMS, INC.RTOM WOOD AUDIINDIANAPOLIS, INDIANA45471 (PREVIOUS)JOE ROGERS(317) 417-0385JOE.ROGERS@ADS-PIPE.COMJOHN ADAMS(317) 506-1838J.ADAMS@HANCOR.COMSTORMWATER CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-740, SC-310, OR APPROVED EQUAL.2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THATWOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FORTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICEFOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALLSUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THEPROJECT SITE:a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETYFACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTMF2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOADFACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEPMODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATIONTO 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 HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTIONGUIDE".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 THE SITE DESIGNENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER 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/SC-780 CONSTRUCTIONGUIDE".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 IN ACCORDANCE WITHTHE "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 CONSTRUCTION GUIDE".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 IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SHEETOFDATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION TOM WOOD AUDI INDIANAPOLIS, INDIANA 3-17-14 SKR 454712 5GFI 00 15'30' 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 105.34' 94.13'EX. INSPECTION PORT6" ADS N-12 DUAL WALLPERFORATED HDPE UNDERDRAIN(SIZE TBD BY ENGINEER)PROPOSED ELEVATIONSMAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):743.64MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):737.64MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):737.14MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):737.14MINIMUM ALLOWABLE GRADE (TOP OF REINFORCED CONCRETE PAVEMENT):737.14TOP OF STONE:736.14TOP OF CHAMBER:735.6415" TOP FEEDING MANIFOLD INVERT:733.8918" OUTLET MANIFOLD INVERT:733.2724" ISOLATOR ROW INVERT:733.15BOTTOM OF CHAMBER:733.14UNDERDRAIN INVERT:732.64BOTTOM OF STONE:732.64EX. ISOLATOR ROWPROPOSED ADDITIONAL CHAMBER LAYOUT(26) STORMTECH SC-740 CHAMBERS(4) STORMTECH SC-740 END CAPSINSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% STONE VOIDEXISTING OUTLET CONTROL STRUCTURE(DESIGN BY ENGINEER / PROVIDED BY OTHERS)TWO (2) ADDITIONAL ROWSOF CHAMBERS PROPOSEDEX. SYSTEM SHEETOFDATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION TOM WOOD AUDI INDIANAPOLIS, INDIANA 3-17-14 SKR 454713 5GFI 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE 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" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.5.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.6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.7.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 STONE, NOMINAL SIZEDISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)AASHTO 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 STONE, NOMINAL SIZEDISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)AASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 5)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP6" (150 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) TYP51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE TO BE DETERMINEDBY DESIGN ENGINEER 6" (150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm). SHEETOFDATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION TOM WOOD AUDI INDIANAPOLIS, INDIANA 3-17-14 SKR 454714 5GFI 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualityINSPECTION & 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 ON MAINTENANCE 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 IS PREFERREDB.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 INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.SC-740 CHAMBER18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESSPAVEMENTFLEXSTORM CATCH ITPART# 6212NYFX12" (300 mm) NYLOPLAST INLINEDRAIN BODY W/SOLID HINGEDCOVER OR GRATEPART# 2712AG10NSOLID COVER: 1299CGCGRATE: 1299CGSCONCRETE COLLAR10" (250 mm) INSERTA TEEPART#10N12ST74SIINSERTA TEE TO BE CENTEREDON CORRUGATION CRESTSC-740 INSPECTION PORT DETAILNTS10" (250 mm) ADS N-12HDPE PIPESUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)24" (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 STRIPSCATCH BASINORMANHOLECOVER ENTIRE ISOLATOR ROWWITH ADS GEOSYNTHETICS601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDE STRIPSC-740 CHAMBERSC-740 END CAPSC-740 ISOLATOR ROW DETAILNTSOPTIONAL INSPECTION PORT SHEETOFDATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION TOM WOOD AUDI INDIANAPOLIS, INDIANA 3-17-14 SKR 454715 5GFI 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualityPART #STUBABCSC740EPE06T6" (150 mm)10.9" (277 mm)18.5" (470 mm)---SC740EPE06B---0.5" (13 mm)SC740EPE08T8" (200 mm)12.2" (310 mm)16.5" (419 mm)---SC740EPE08B---0.6" (15 mm)SC740EPE10T10" (250 mm)13.4" (340 mm)14.5" (368 mm)---SC740EPE10B---0.7" (18 mm)SC740EPE12T12" (300 mm)14.7" (373 mm)12.5" (318 mm)---SC740EPE12B---1.2" (30 mm)SC740EPE15T15" (375 mm)18.4" (467 mm)9.0" (229 mm)---SC740EPE15B---1.3" (33 mm)SC740EPE18T18" (450 mm)19.7" (500 mm)5.0" (127 mm)---SC740EPE18B---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 760 mm X 2170 mm)CHAMBER STORAGE45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)WEIGHT75 lbs.(33.6 kg)*ASSUMES 6" (150 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERSSTUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"SC-740 TECHNICAL SPECIFICATIONNTS90.7" (2300 mm) ACTUAL LENGTH85.4" (2170 mm) INSTALLED LENGTHOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)BUILD ROW IN THIS DIRECTIONSTART ENDAACB51"(1295 mm)30"(760 mm)PLAIN END CAPPREFABRICATEDEND CAPACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTIONPORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO10" (250 mm) USE INSERTA TEE CONNECTION CENTEREDON A CHAMBER CREST CORRUGATIONUNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-BNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSOUTLET MANIFOLDSTORMTECHEND CAPSTORMTECHCHAMBERSSTORMTECHCHAMBERSTORMTECHEND CAPDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSINTENTIONALLYLEFT BLANK