RANDY MARION FORD LINCOLN DEALERSHIP - RANDY MARION FORD LINCOLN PLANS-NCDENR SET-012319-SEALED

UPDUMPSTERSN02°23'55"E211.83 S79°40'47"E39.53S79°40'47"E50.48S79°35'36"E229.87N79°35'36"W609.35L6L7L8L13Fox Avenue#4744-63-7354L14 Fox AvenueGateway Crossing Drive
EXIST.SIGNPADEX. 30" RCPEX. 18" RCPEXIST.SIGNPOLEInterstate 77
SOUTHBOUND LANE
NORTHBOUND LANEPROPOSED FORD BUILDING(57,597 SF)COMPACTOR
FUTURE BUILDING(10,458 SF)EX. HEADWALL30" INV. = 915.9118" INV. = 916.58DIRECTIONAL SIGNDIRECTIONAL SIGNDIRECTIONAL SIGNDIRECTIONAL SIGNCOVERCOVER SHEETEXC-1EXISTING CONDITIONS AND DEMOLITION PLANS-2.0 OVERALL SITE PLANS-2.1 SITE PLAN (SOUTH)S-2.2 SITE PLAN (NORTH)S-2.3SITE DETAILSEC-3.0PHASE 3 EROSION CONTROL PLANEC-3.1EROSION CONTROL DETAILSEC-3.2EROSION CONTROL DETAILSEC-3.3EROSION CONTROL & GRADING SPECIFICATIONSGR-4.0 OVERALL GRADING AND STORM PLANGR-4.1-GR-4.3STORMWATER PLAN AND PROFILESGR-4.4GRADING AND STORM DETAILSGR-4.5GRADING AND STORM DETAILSUG-6.0UNDERGROUND CONTROL STRUCTURE DETAILSUG-6.1-UG-6.6UNDERGROUND DETENTION SCM DETAILSDA-7.0EXISTING DRAINAGE PLANDA-7.1 ONSITE INLET DRAINAGE PLANDA-7.2UNDERGROUND DETENTION DRAINAGE PLANL-8.0 LANDSCAPING/PLANTING PLANL-8.1LANDSCAPE DETAILSU-9.0 UTILITY PLANU-9.1UTILITY PROFILESU-9.2-U-9.3UTILITY DETAILSU-9.4-U-9.6PUMP STATION DETAILSSTATESVILLE, NCPOWER:STATESVILLE ELECTRIC UTILITIESROCKY MARTIN704-878-3564TELEPHONE:AT & T1 [phone]WATER:CITY OF STATESVILLE PUBLIC WORKSPUBLIC WORKS DEPARTMENT301 SOUTH CENTER STREETSTATESVILLE, NC 28216Mr. DEREK SLOCUM(704) 878-3567SEWER:CITY OF STATESVILLE PUBLIC WORKSPUBLIC WORKS DEPARTMENT301 SOUTH CENTER STREETSTATESVILLE, NC 28216Mr. DEREK SLOCUM [phone]GAS:PSNC ENERGY P.O. BOX 100256COLUMBIA, SC 292021 [phone]Know what'sbelow.before you dig.CallRUtilities Protection:NORTH CAROLINA ONE Call811 OR [phone]IF YOU DIG NORTH CAROLINA...CALL US FIRST!811 or 1-800-632-494901 - 09 - 19.0.5
L6L7L8
L11L12 L13Fox Avenue#4744-63-7354L14 EX SSMH FFL 1064RIM=916.92(916.6 COS)INV=898.76(COS)EX SSMH FFL 1074RIM=930.15(928.61 COS)INV=901.3(COS)EXIST.WOODSEXIST.WOODSEXIST.WOODSEXIST.GRAVELEXIST.GRAVELEX-SSMH-1RIM: 935.97INV.:924.22Fox AvenueGateway Crossing Drive
EXIST.SIGNPADEX. 30" RCPEX. 18" RCPEXIST.SIGNPOLEInterstate 77
SOUTHBOUND LANE
NORTHBOUND LANE EXIST.WOODSREMOVE APPROX. 2046± SFOF EXISTING CONCRETE PADEXISTING ASPHALTPAVEMENT IN THIS AREATO REMAIN INTACTREMOVE AND RELOCATE747± LF OF EXISTINGCHAIN LINK FENCEREMOVE 14,019± SF OFEXIST. CONCRETE PVMT.REMOVE EXISTINGASPHALT PAVEMENTREMOVE APPROX. 56,706± SFOF EXISTING GRAVELREMOVE AND RELOCATE739± LF OF EXISTINGCHAIN LINK FENCEREMOVE WOODS FOR EROSIONCONTROL BASIN INSTALLATION(SEE SHEET EC-3.0)REMOVE WOODS FOR EROSIONCONTROL BASIN INSTALLATION(SEE SHEET EC-3.0)REMOVE WOODS AREA ONLY ASNEEDED FOR EROSION CONTROLACCESS (SEE SHEET EC-3.0)REMOVE 523± LF OFEXISTING CHAIN LINK FENCEREMOVE ANY REMAINING POWERLINES RELATING TO OLD STRUCTUREREMOVE EXISTING LIGHT POLES ANDCOORDINATING POWER LINESEXIST. POWER POLETO REMAIN INTACTEXIST. BILBOARD SIGN/POLETO REMAIN INTACT. SEESHEET EC-3.0 FORPROTECTION FENCINGEXISTING CHAIN LINKFENCE TO REMAINEXIST. BILBOARD SIGN/POLE/FOUNDATIONTO REMAIN INTACT. SEE SHEET EC-3.0 FORPROTECTION FENCINGEXIST. POWER POLETO REMAIN INTACTREMOVE EXISTING LIGHT POLES ANDCOORDINATING POWER LINESEXISTING CHAINLINK (WIRE) FENCETO REMAINEXISTING PHONEPEDESTAL/LINESTO REMAINBENCHMARK #1 TOP OF SAN.SEWER MANHOLE (RIM=935.97)EX. HEADWALL30" INV. = 915.9118" INV. = 916.58Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRGENERAL PUBLIC UTILITY EASEMENTPROPERTY LINEEXISTING CURB LINERIGHT-OF-WAY LINEPROPOSED CONCRETE SIDEWALKDEMOLITION LEGENDDETAIL SYMBOLDETAIL DESCRIPTIONPROPOSED BUILDINGEXISTING GRAVELEXISTING CONCRETE PAVINGEXISTING BUILDINGPROPOSED DEMOLITION LINEPROPOSED DEMOLITION AREA0
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DUMPSTERSSERVICE STAGINGMECHANICALUNITSN02°23'55"E211.83 S79°40'47"E39.53S79°40'47"E50.48S79°35'36"E229.87N79°35'36"W609.35L6L7L8L13Fox Avenue#4744-63-7354L14 EX SSMH FFL 1064RIM=916.92(916.6 COS)INV=898.76(COS)EX SSMH FFL 1074RIM=930.15(928.61 COS)INV=901.3(COS)EX-SSMH-1RIM: 935.97INV.:924.22Fox AvenueGateway Crossing Drive
EXIST.SIGNPADEX. 30" RCPEX. 18" RCPEXIST.SIGNPOLEDRIVE THRU LANEPRIVATE DRIVEInterstate 77
SOUTHBOUND LANE
NORTHBOUND LANE1'-6" CURB ANDGUTTER (TYP.)PROPOSED FORDBUILDING(57,597 SF)40'26'PROPOSED PAVEDINVENTORY STORAGEPARKING AREASERVICE STAGINGSERVICE STAGINGSERVICE STAGINGCOMPACTORSCREENING FENCECOMPACTORCONC. DUMPSTERPAD8' FRONTGATED ACCESSPROPOSED PAVEDINVENTORY STORAGEPARKING AREAPROPOSED PAVEDINVENTORY STORAGEPARKING AREA57'24'12.79'14.5'WASTEAREASIGNAGE &LANDSCAPINGMECHANICAL UNITS
SERVICE ENTRYFLAGPYLON SIGNAPPROXIMATE ALIGNMENT WITH ACCESS TO FOX AVENUECOMMERCIALSERVICE ENTRYCOMMERCIAL
SERVICE ENTRY
PYLON SIGNDUMPSTER ACCESSFROM MAIN DRIVESERVICE ENTRYPROPOSED LINCOLN DEALERSHIP(APPROXIMATE CONFIGURATION)POSSIBLE LOCATION OFCOVERED WALKWAY -10'-0" MIN CLEARANCE26'26'27'30'26'38'26'38'26'38'26'38'26'38'19'12'57'24'57'24'57'24'57'24'57'24'57'24'19.53'26.61'38'26'38'36'19'19'19'19'26'38'26'38'26'38'26'38'29.8'FUTURE BUILDING(10,458 SF)R50'R10'R50'R45'BILLBOARDBILLBOARD13'12.5'12.79'25.5'LOADING ZONE35' x 35' SITETRIANGLE (TYP.)30'54' UTIL. ESMT.8'
27'10.33'10.33'29.85'
18.5'
13.5'15'30.5'5.5'19.5'
9.5'
8'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R14.5'R14.5'R3.5'R3.5'R4.5'R51.5'R48.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R14.5'R3.5'R3.5'R9.5'R9.5'R9.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R9.5'R9.5'R3.5'R3.5'R9.5'R9.5'R9.5'R9.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R5.5'R5.5'R5.5'R5.5'R9.5'R9.5'R3.5'R3.5'R9.5'R3.5'R3.5'R3.5'R3.5'R4.0'R4.0'R4.0'R3.5'R14.5'R9.5'R9.5'R9.5'R74'R14.5'R14.5'R3.5'R9.5'R3.5'R10.5'R5.5'R5.5'R5.5'R7.5'R5.5'R5'166.98'149.49'329.61'
330.05'171.05'106.97'304.46'
43.2'
68.07'33'37.17'
31.55'
44.42'
25.46'
53.42'27.75'26'
29.44'
FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE
FIRELANE
38.38'24'30.29'
24'
24.66'PERM. STORMWATERAND ACCESS ESMT.PERM. STORMWATERAND ACCESS ESMT.EX. HEADWALL30" INV. = 915.9118" INV. = 916.58117 LF OF BLOCKRETAINING WALL292 LF OF BLOCKRETAINING WALLHEAVY-DUTY PAVEMENT (TYP.)(SEE SECTION ON SHT. S-2.3)HEAVY-DUTY PAVEMENT (TYP.)(SEE SECTION ON SHT. S-2.3)REQ'D. PARKING (137 SPs)PROV. PARKING (137 SPS)121029216554' UTIL. ESMT.76'(UTIL. ESMT.)DIRECTIONAL SIGNDIRECTIONAL SIGN10'10'TDIRECTIONAL SIGNDIRECTIONAL SIGNUP60'9'19'
9'
9'
9'20.5'40'26'40'36'20.5'26'40'26'40'24'19'19'24'19'9'9'
9'
9'
9'
9'
9'
9'HEAVY-DUTY PAVEMENT (TYP.)(SEE SECTION ON SHT. S-2.3)Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRI:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\2017-06-10-BASE-NCDENR-012319.dwg, 1/23/2019 5:11:48 PM, DWG To PDF.pc3
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01 - 09 - 19
DUMPSTERSL8
EXIST.SIGNPADCOEXIST.SIGNPOLEMATCH LINE SHEET S-2.1MATCH LINE SHEET S-2.240'PROPOSED PAVEDPARKING AREACOMPACTOR 8' FRONTGATED ACCESSPROPOSED PAVEDPARKING AREA57'24'12.79'14.5'WASTEAREA26'26'27'30'12'57'24'57'24'57'24'57'24'57'24'57'24'19.53'26.61'38'26'38'36'19'19'19'FUTURE BUILDING(10,458 SF)R50'R45'PROP. 8" GRAVITY SEWER10.33'29.85'
18.5'
13.5'15'30.5'5.5'19.5'
9.5'
8'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R14.5'R14.5'R3.5'R3.5'R4.5'R51.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R14.5'R3.5'R3.5'R9.5'R9.5'R9.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R9.5'R9.5'R3.5'R3.5'R9.5'R9.5'R9.5'R9.5'R3.5'R14.5'R14.5'R3.5'R9.5'R3.5'R10.5'166.98'149.49'329.61'
43.2'
68.07'
29.44'FIRELANEFIRELANEFIRELANE
38.38'24'30.29'
24'
24.66'PROPOSED FORD BUILDING(57,597 SF)117 LF OF BLOCKRETAINING WALLHEAVY-DUTY PAVEMENT (TYP.)(SEE SECTION ON SHT. S-2.3)1021CO
COF.F. ELEV. = 930.00TDIRECTIONAL SIGNDIRECTIONAL SIGNUP60'40'26'40'36'20.5'26'40'26'40'24'19'19'24'19'9'9'
9'
9'
9'
9'
9'
9'
Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007GENERAL PUBLIC UTILITY EASEMENTPROPERTY LINEEXISTING CURB LINERIGHT-OF-WAY LINEPROPOSED CONCRETE SIDEWALKSITE LEGENDDETAIL SYMBOLDETAIL DESCRIPTIONPROPOSED BUILDINGEXISTING GRAVELEXISTING CONCRETE PAVINGEXISTING BUILDINGPROPOSED HEAVY-DUTY PAVEMENTEXISTING PLAYGROUND AREAKnow what'sbelow.before you dig.CallRPDA SurveyExisting PoleSteve LayoutBillboard PoleI:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\2017-06-10-BASE-FINAL-010919.dwg, 1/9/2019 10:26:34 AM, DWG To PDF.pc3
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N.T.S.LIGHT DUTY ASPHALT PAVINGN.T.S.HEAVY DUTY ASPHALT PAVINGN.T.S.CURB & GUTTER DETAILSN.T.S.CONCRETE SIDEWALKN.T.S.TYPICAL CONCRETE ISLANDN.T.S.PRIVATE DRIVE SECTIONN.T.S.ACCESSIBILITY PARKING DETAILSN.T.S.ROOF DRAIN CONNECTIONN.T.S.SIGN WITH BOLLARDN.T.S.ROOF DRAIN CONNECTION PLANN.T.S.CURB TRANSITIONN.T.S.CONCRETE PAVING - DUMPSTER PADSuite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007
I:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\CONST PLANS\2017-06-10-FINAL DETAILS.dwg, 1/9/2019 10:53:13 AM, DWG To PDF.pc3
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STORM Alignment 1 PROFILE9109159209259309359409459109159209259309359409450+00919.871+00924.31926.20
2+00928.05
928.69
3+00932.09
928.24
4+00933.73
927.57
5+00934.54
927.71
6+00936.41
927.73
7+00937.79
929.05
8+00110.36' of 18" R.C.P. @ 1.50%DI-2
STA 6+77.17
RIM: 928.50
INV IN: 924.34 (CI-1)
INV OUT: 923.84 (DI-3)128.00' of 18" R.C.P. @ 0.50%DI-3
STA 5+49.17
RIM: 927.22
INV IN: 923.20 (DI-2)
INV OUT: 923.00 (DI-4)128.00' of 24" R.C.P. @ 0.55%DI-4
STA 4+21.17
RIM: 927.22
INV IN: 922.30 (DI-3)
INV OUT: 922.10 (DI-5)193.89' of 30" R.C.P. @ 0.52%DI-5
STA 2+27.28
RIM: 927.54
INV IN: 921.10 (DI-4)
INV OUT: 920.90 (CI-6)130.74' of 30" R.C.P. @ 0.54%CI-6STA 0+96.54RIM: 926.05INV IN: 920.20 (DI-5)INV OUT: 919.70 (CI-7)54.00' of 36" R.C.P. @ 0.56%CI-7STA 0+42.54RIM: 925.28INV IN: 919.40 (CI-6)INV OUT: 919.20 (WW-8)39.92' of 36" R.C.P. @ 0.50%WW-8STA 0+02.62RIM: 921.79INV IN: 919.00 (CI-7)
CI-1
STA 7+87.53
RIM: 930.28
INV OUT: 926.00 (DI-2)PROPOSED GROUNDEXISTING GROUND-2.0:1-2.9:1-0.53%-2.51%-2.69%
-2.44%-2.92%-10.05%
-1.99%-2.00%-0.94%-2.20%-2.13%-2.90%-2.46%-2.00%-2.00%-1.52%-1.08%
-3.05
%
-
3
.
7
2%-4.48%-2.79%-2.00%-0.87%-2.26%
-3.98
%
-2.00%-2.3
1
%
-2.33%
-3.66%1.00%-42.74%-43.19%-2.94%-4.24%-3.
9
1
%
-2.00%
-1.99%
-1.97%-3.60%-28.56%
-2.83
%
-3.01%-2.80%-2.26%
-17.51%-8.86%-4.80%-1.00%-1.00%-1.00%-2.00%DUMP
ST
E
R
S SERVICE STAGINGMECHANICALUNITSS79°40'47"E39.53S79°40'47"E50.48S79°35'36"EN79°35'36"W609.35L6L7L13L14930928929931932
933
934931932933CI-6CI-736" RCP
EX SSMH FFL 1074RIM=930.15(928.61 COS)INV=901.3(COS)935940932933934936937938939EP: 2+93.02EX-SSMH-1RIM: 935.97INV.:924.22Gateway Crossing DriveEXIST.SIGNPADEX. 30" RCPEX. 18" RCPWW-836" RCP2:1 SLOPEInterstate 779309319
3
2
9
3
2932932932
935933934936937938930929EX-SSMH-1PROPOSED FORDBUILDING(57,597 SF)SERVICE STAGINGSERVICE STAGINGSERVICE STAGINGCOMPACTORSIGNAGE &LANDSCAPINGMECHANICAL UNITSSERVICE ENTRYFLAGPYLON SIGNCOMMERCIALSERVICE ENTRYDUMPSTER ACCESSFROM MAIN DRIVEBILLBOARDDI-2DI-3DI-4DI-530" RCP935930928928929931931931932930930930928928929929930935931932933934
936LOADING ZONE30" RCP30" RCP24" RCP18" RCPBUILDING(57,597 SF)920925925924
HPCI-118" RCP930935935934EX. HEADWALL30" INV. = 915.9118" INV. = 916.589309289289299299319309299299
2
9
929931HP40.00'926921 926927928928929929929929
COCOCOCOCOCOCOCOCOCOCO CO0+00 1+002+003+004+005+006+007+007+88REQ'D. PARKING (137 SPs)PROV. PARKING (137 SPS)122965F.F. ELEV. = 930.00DIRECTIONAL SIGNDIRECTIONAL SIGN921
WWWW496± LF OF 6" ROOFDRAIN @ 0.5% MIN.235± LF OF 6" ROOFDRAIN @ 0.5% MIN.Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRSTORM PLAN (CI-1 to WW-8)PROP. 3" PVCDOMESTIC WATER LINEPROP. 8" PVCFIRE LINECONFLICT: INSTALLWATER LINES UNDERSTORM WITH DIP0
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STORM Alignment 2 PROFILE9109159209259309359109159209259309350+00920.33920.331+00920.30920.302+00921.05921.05 98.98' of 15" R.C.P. @ 1.31%117.00' of 18" R.C.P. @ 1.71%22.51' of 18" R.C.P. @ 0.89%CI-10STA 1+39.51RIM: 924.12INV IN: 919.20 (CI-9)INV OUT: 919.00 (CI-11)CI-11STA 0+22.51RIM: 922.61INV IN: 917.00 (CI-10)INV OUT: 915.20 ()UNDERGROUNDWQ/DETENTIONINV. = 915.00PROPOSED GROUNDEXISTING GROUNDCI-9STA 2+38.49RIM: 925.45INV OUT: 920.50 (CI-10)-0.15%-4.99%-4.02%-4.02%-0.94%-4.84%-2.92%-4.14%-3.80%-49.23%-2.17%-4.12%-3.57%-2.85%-1.41%-5.57%-4.06%HW-UGCI-9CI-1015" RCP926927CI-1118" RCP2:1 SLOPE18" RCP24" RCPEXIST.SIGNPOLE Interstate 77925921922923924926927928 920920925926 SOUTHBOUND LANENORTHBOUND LANE913.0018" RCPPYLON SIGNSERVICE ENTRYPROPOSED LINCOLN DEALERSHIP(APPROXIMATE CONFIGURATION)FUTURE BUILDING(10,458 SF)BILLBOARD 915920922 CS-UG274.18'182.0'24" RCP COCOCO CO 0+00 1+002+002+38SSCO-59219219290+00PROP. UNDERGROUNDWQ/DETENTION (SCM)STONE BOT ELEV. = 914.5BOT ELEV. =915.00TOP ELEV. = 917.50STONE TOP ELEV. = 918.50CO
STORM DR STORM Alignment 3A PROFILE9109159209259309359109159209259309350+00922.63
922.63
1+00923.85
923.85
2+00925.14
925.14
3+00927.72
927.72
4+00931.40
931.40
5+00930.48
930.48
6+0030.65' of 18" R.C.P. @ 0.65%CI-13
STA 4+96.22
RIM: 924.82
INV IN: 920.30 (CI-12)
INV OUT: 920.10 (CI-14)87.17' of 18" R.C.P. @ 0.57%CI-14
STA 4+09.05
RIM: 926.46
INV IN: 919.60 (CI-13)
INV OUT: 918.90 (CI-15)150.59' of 24" R.C.P. @ 0.53%CI-15
STA 2+58.47
RIM: 928.12
INV IN: 918.10 (CI-14)
INV OUT: 917.90 (CI-16)119.68' of 24" R.C.P. @ 0.50%CI-16
STA 1+38.79
RIM: 928.67
INV IN: 917.30 (CI-15)
INV OUT: 916.80 (CI-17)117.05' of 24" R.C.P. @ 1.03%CI-17
STA 0+21.74
RIM: 927.92
INV IN: 915.60 (CI-16)
INV OUT: 915.40 ()44.29' of 24" R.C.P. @ 0.90%PROPOSED GROUNDEXISTING GROUNDCI-12
STA: 5+26.88
RIM: 924.77
INV OUT: 920.50 (CI-13)UNDERGROUNDWQ/DETENTIONINV. = 915.00-2.3:1-1.91%
-1.
8
3
%-2.23%-1.66%-1.65%-2.37%-1.02%
-0.53%-2.63%-1.50%
-0.43%-2.43%-0.15%-4.99%-4.02%-4.02%-0.94%
-0.60%
-2.00%
-2.00%-2.23%-2.18%
-4
.84%
-2.92%-4.14%-1.00%
-
1
.
4
1%
-
1
.
3
9%
-3.80%-49.23%-1.41%-2.38%-2.17%-4.12%
-3.5
7
%-1.20%-0.80%
-2.
8
5
%
-2.68%
-2.23%-1.00%-1.00%-3.06%1.00%-1.00%-1.41%-5.57%-4.06%DUMP
ST
E
R
S
925926925924926CI-9CI-1015" RCP
927928929926
927
923924CI-1118" RCP 2:1 SLOPE18" RCP24" RCP 9259219229239249269279289
2
7
92
8920920919921925 92618" RCPCOMPACTORMECHANICAL UNITSAPPROXIMATE ALIGNMENT WITH ACCESS TO FOX AVENUECOMMERCIALSERVICE ENTRYCOMMERCIALSERVICE ENTRYSERVICE ENTRYPROPOSED LINCOLN DEALERSHIP(APPROXIMATE CONFIGURATION)POSSIBLE LOCATION OFCOVERED WALKWAY -10'-0" MIN CLEARANCE2+003+004+005+006+007+007+05FUTURE BUILDING(10,458 SF)BILLBOARD930928929931932 933934932
928925925930929930935CI-13CI-1218" RCP CI-1518" RCPLOADING ZONE9259
3
1
93
2CI-1624" RCP24"
RCP925922922922923924926927LPHPCS-UG274.18'182.0'24" RCPCI-20ACI-14CI-17CO
COCOCO COCO24" RCP
24" RCP0+002+38
0+00
1+002+003+004+005+005+27
0+001+001+43SSCO-4SSCO-5UP917926
9279289
2
90+001+001+96CI-1924" RCPCI-18PROP. UNDERGROUNDWQ/DETENTION (SCM)STONE BOT ELEV. = 914.5BOT ELEV. =915.00TOP ELEV. = 917.50STONE TOP ELEV. = 918.50COSuite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRSTORM PLAN (CI-12 to UG-DET)STORM PLAN (CI-9 to UG-DET)0
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GE PROFILESSTORM Alignment 4B PROFILE9109159209259309359109159209259309350+00918.45918.451+00916.33916.332+00CI-18STA 1+95.53
RIM: 921.88
INV OUT: 916.80 (CI-19)106.72' of 24" R.C.P. @ 0.56%CI-19STA 0+88.81RIM: 920.81INV IN: 916.20 (CI-18)INV OUT: 916.00 (JB-20)88.81' of 24" R.C.P. @ 0.90%JB-20STA 0+07.68RIM: 921.70INV IN: 915.40 (CI-20A)INV IN: 915.20 (CI-19)INV OUT: 915.20 ()PROPOSED GROUNDEXISTING GROUNDUNDERGROUNDWQ/DETENTIONINV. = 915.00-1.91%
-1
.
8
3
%-2.23%-1.66%-1.65%-2.37%-1.50%
-0.43%-0.15%-4.99%-4.02%-2.18%-4.84%-2.92%-4.14%-1.00%
-
1
.
4
1%
-
1
.
3
9%
-2.0:1 -3.80%-1.41%-2.38%-2.17%-4.12%-1.20%-0.80%-2.85%-2.68%-2.23%-1.00%-1.00%-3.06%1.00%-1.00%-1.41%925926925924926927928926JB-2024" RCP 9259219229239249269279289
2
7920920919921915.29
APPROXIMATE ALIGNMENT WITH ACCESS TO FOX AVENUECOMMERCIALSERVICE ENTRYSERVICE ENTRYPROPOSED LINCOLN DEALERSHIP3+004+005+006+007+007+05FUTURE BUILDING(10,458 SF)928929CI-1518" RCPCI-1624" RCP24" RCP925922922922923924926927LPHPHP274.18'24" RCPCI-20ACI-14CI-1724" RCP
24" RCP0+00 1+002+003+004+000+001+001+37915920PERM. CLASS 'B'RIP-RAP (6'x16')926
9279289290+001+001+96CI-1924" RCPCI-1824" RCPPROP. UNDERGROUNDWQ/DETENTION (SCM)STONE BOT ELEV. = 914.5BOT ELEV. =915.00TOP ELEV. = 917.50STONE TOP ELEV. = 918.50COSTORM DRAINAGE PRO STORM Alignment 4A PROFILE9109159209259309359109159209259309350+00918.66
918.66
1+00920.00
920.00
2+00CI-20A
STA 1+37.19
RIM: 919.88
INV OUT: 916.10 (JB-20)129.50' of 24" R.C.P. @ 0.54%7.68' of 24" R.C.P. @ 2.60%PROPOSED GROUNDEXISTING GROUNDUNDERGROUNDWQ/DETENTIONINV. = 915.00JB-20
STA 0+07.68
RIM: 921.70
INV IN: 915.40 (CI-20A)
INV IN: 915.20 (CI-19)
INV OUT: 915.20 ()-0.15%-4.99%-4.02%
-2.18%
-4
.84%
-2.92%-4.14%-2.0:1
-3.80%-2.17%-4.12%
-3.57
%-1.20%-2.
8
5
%-2.68%-2.23%
-3.06%1.00%-1.00%-1.41%-5.57%-4.06%CI-10926
CI-1118" RCP 18" RCPJB-2024" RCP
9259219229239249269279289209209199219
1
5
.
2
9
18" RCPAPPROXIMATE ALIGNMENT WITH ACCESS TO FOX AVENUESERVICE ENTRY6+007+007+05FUTURE BUILDINGBILLBOARDCI-1624"
RCP922922LPCS-UG274.18'182.0'24" RCPCI-20ACI-1724" RCP
0+000+001+000+00
1+001+37915920PERM. CLASS 'B'RIP-RAP (6'x16')91792892
9 0+001+00CI-1924" RCP24" RCPPROP. UNDERGROUNDWQ/DETENTION (SCM)STONE BOT ELEV. = 914.5BOT ELEV. =915.00TOP ELEV. = 917.50STONE TOP ELEV. = 918.50COSuite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRSTORM PLAN (CI-20A to UG-DET)STORM PLAN (CI-18 to UG-DET)0
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Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007
I:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\CONST PLANS\2017-06-10-FINAL DETAILS.dwg, 1/9/2019 10:47:13 AM, DWG To PDF.pc3
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N.T.S.CHANNELINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessary application oflime, fertilizer, and seed.2.Begin at the top of the channel byanchoring the RECPs in a 6"(15cm)deep X 6"(15cm) wide trench withapproximately 12"(30cm) of RECPsextended beyond the up-slope portionof the trench. Use ShoreMax mat at thechannel/culvert outlet as supplementalscour protection as needed. Anchor theRECPs with a row of staples/stakesapproximately 12"(30cm) apart in thebottom of the trench. Backfill andcompact the trench after stapling. Applyseed to the compacted soil and fold theremaining 12"(30cm) portion of RECPsback over the seed and compacted soil.Secure RECPs over compacted soilwith a row of staples/stakes spacedapproximately 12" apart across thewidth of the RECPs.3.Roll center RECPs in direction of waterflow in bottom of channel. RECPs willunroll with appropriate side against thesoil surface. All RECPs must besecurely fastened to soil surface byplacing staples/stakes in appropriatelocations as shown in the staple patternguide.4.Place consecutive RECPs end-over-end(Shingle style) with a 4"-6" overlap. Usea double row of staples staggered 4"apart and 4" on center to secureRECPs.5.Full length edge of RECPs at top of sideslopes must be anchored with a row ofstaples/stakes approximately 12"(30cm)apart in a 6"(15cm) deep X 6"(15cm)wide trench. Backfill and compact thetrench after stapling.6.Adjacent RECPs must be overlappedapproximately 2"-5" (5-12.5cm)(Depending on RECPs type) andstapled.7.In high flow channel applications astaple check slot is recommended at 30to 40 foot (9 -12m) intervals. Use adouble row of staples staggered4"(10cm) apart and 4"(10cm) on centerover entire width of the channel.8.The terminal end of the RECPs must beanchored with a row of staples/stakesapproximately 12" (30cm) apart in a6"(15cm) deep X 6"(15cm) wide trench.Backfill and compact the trench afterstapling.Drawn on: 3-16-11Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)62412"(30cm)6"(15cm)6"(15cm)4"-6"(10-15cm)86"(15cm)574"(10cm)31ABCABC NOTES:*Horizontal staple spacing should bealtered if necessary to allow staples tosecure the critical points along the channelsurface.**In loose soil conditions, the use of stapleor stake lengths greater than 6"(15cm) maybe necessary to properly secure theRECP's. CRITICAL POINTSA. Overlaps and SeamsB. Projected Water LineC. Channel Bottom/Side Slope Vertices4"(10cm)6"(15cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-772-2040www.tensarnagreen.comDITCH MATTING INSTALLATION DETAILSuite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007
I:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\CONST PLANS\2017-06-10-FINAL DETAILS.dwg, 1/9/2019 10:48:30 AM, DWG To PDF.pc3
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N.T.S.3.0'N.T.S.N.T.S.2.0'3.0'4'-4"4'-4"SECTION-ASECTION-BPLANCONTROL STRUCTURE UG-CS-1FLOWFLOWFLOWFLOWUNDERGROUND WATERQUALITY ANDDETENTION FACILITYUNDERGROUND WATERQUALITY ANDDETENTION FACILITYSuite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007
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9 UNDERGROUND WATERQUALITY ANDDETENTION FACILITY
KELLY HEFNER
704-215-0743
[e-mail]
©2013 ADS, INC.
PROJECT INFORMATION
ADS SALES REP:
ENGINEERED
PRODUCT
MANAGER:
PROJECT NO:
ADVANCED DRAINAGE SYSTEMS, INC.
R
RANDY MARION
STATESVILLE, NC
BRAD SUND
704-507-4524
[e-mail]
S083737
DC-780 STORMTECH CHAMBER SPECIFICATIONS
1.CHAMBERS SHALL BE STORMTECH DC-780.
2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE
COPOLYMERS.
3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD
IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.
5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE
THAT 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 CONSIDERATION
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,
"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)
MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.
7.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING
STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS
THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN
SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION
DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM
REFLECTIVE GOLD OR YELLOW COLORS.
8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN
ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:
·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT 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 SECTIONS 3 AND 12.12 OF THE AASHTO
LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN
EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.
9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE DC-780 CHAMBER SYSTEM
1.STORMTECH DC-780 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.
2.STORMTECH DC-780 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION 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 THE SITE DESIGN
ENGINEER.
9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
NOTES FOR CONSTRUCTION EQUIPMENT
1.STORMTECH DC-780 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".
2.THE USE OF CONSTRUCTION EQUIPMENT OVER DC-780 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
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 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 AN
ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH
STANDARD WARRANTY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.
FOR STORMTECH
INSTRUCTIONS,
DOWNLOAD THE
INSTALLATION APP
0040'80'SHEET
OFDATE: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 ULTIMATERESPONSIBILITY 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 BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R2 65-9-18S083737SMACRWDSTATESVILLE, NCRANDY MARIONDATEDRWNCHKDDESCRIPTION1-17-2019NSLRWDCHANGED TO DC-780 CHAMBERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityPLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER
FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
18" PREFABRICATED END CAP, PART# SC740EPE18T
TYP OF ALL DC-780 18" TOP CONNECTIONS
24" PREFABRICATED END CAP, PART# SC740EPE24B
TYP OF ALL DC-780 24" CONNECTIONS AND ISOLATOR ROWS
PROPOSED LAYOUT
1400 STORMTECH DC-780 CHAMBERS
135 STORMTECH DC-780 END CAPS
6 STONE ABOVE (in)
9 STONE BELOW (in)
40 % STONE VOID
115,392 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)
51,017 SYSTEM AREA (ft²)
934 SYSTEM PERIMETER (ft)
PROPOSED ELEVATIONS
929.50 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)
919.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)
919.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
919.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)
919.00 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
918.00 TOP OF STONE
917.50 TOP OF DC-780 CHAMBER
915.42 18" TOP MANIFOLD/CONNECTION INVERT
915.42 30" X 18" MANIFOLD (18" PIPE)
915.01 48" X 24" MANIFOLD (24" PIPE)
915.01 24" ISOLATOR ROW CONNECTION INVERT
915.00 BOTTOM OF DC-780 CHAMBER
914.84 30" X 18" MANIFOLD (30" PIPE)
913.94 48" X 24" MANIFOLD (48" PIPE)
914.25 BOTTOM OF STONE
NOTES
·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE.
·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE
NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.
·THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER
COVER REQUIREMENTS ARE MET.
·THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING
CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND
PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED
ONCE THIS INFORMATION IS PROVIDED.
·THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS
OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY.
PROPOSED OUTLET CONTROL STRUCTURE [RELOCATED]
MAXIMUM OUTLET FLOW 64.0 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
ISOLATOR ROW
(SEE DETAIL / TYP 3 PLACES)
PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD
MAXIMUM INLET FLOW 16.8 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
18" X 18" ADS N-12 TOP MANIFOLD
INVERT 5.0" ABOVE CHAMBER BASE
(SEE NOTES)
18" ADS N-12 TOP CONNECTION
INVERT 5.0" ABOVE CHAMBER BASE
(SEE NOTES)
PROPOSED STRUCTURE W/WEIR
MAXIMUM INLET FLOW 33.6 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
30" X 18" ADS N-12 CONCENTRIC MANIFOLD
18" INVERT 5.0" ABOVE CHAMBER BASE
30" INVERT 1.9" BELOW CHAMBER BASE
30" X 18" ADS N-12 CONCENTRIC MANIFOLD
18" INVERT 5.0" ABOVE CHAMBER BASE
30" INVERT 1.9" BELOW CHAMBER BASE
18" ADS N-12 TOP CONNECTION
INVERT 5.0" ABOVE CHAMBER BASE
(SEE NOTES)
PROPOSED STRUCTURE W/WEIR
MAXIMUM INLET FLOW 50.4 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
48" X 24" ADS N-12 CONCENTRIC MANIFOLD
24" INVERT 0.1" ABOVE CHAMBER BASE
48" INVERT 12.7" BELOW CHAMBER BASE
(TYP 2 PLACES)
48" X 30" ECCENTRIC REDUCER
18" ADS N-12 BOTTOM CONNECTION
INVERT 1.6" ABOVE CHAMBER BASE
(SEE NOTES / TYP 2 PLACES)
END CAP TO END ISOLATOR ROW
0030'60'SHEET
OFDATE: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 ULTIMATERESPONSIBILITY 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 BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R3 65-9-18S083737SMACRWDSTATESVILLE, NCRANDY MARIONDATEDRWNCHKDDESCRIPTION1-17-2019NSLRWDCHANGED TO DC-780 CHAMBERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality122.59'37.19'30.08'185.00'96.75'
281.75'
279.75'5.84'179.37'172.41'185.21'4.96'180.25'
SHEET
OFDATE: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 ULTIMATERESPONSIBILITY 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 BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R4 65-9-18S083737SMACRWDSTATESVILLE, NCRANDY MARIONDATEDRWNCHKDDESCRIPTION1-17-2019NSLRWDCHANGED TO DC-780 CHAMBERSACCEPTABLE FILL MATERIALS: STORMTECH DC-780 CHAMBER SYSTEMS
PLEASE 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 9" (230 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 COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.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 MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2.DC-780 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550
LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm)
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE 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 LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER
ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
18"
(450 mm) MIN*
12'
(3.7 m)
MAX
51" (1295 mm)
6" (150 mm) MIN
6"
(150 mm) MIN
D
C
B
A
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN
30"
(762 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
SC-740/DC-780
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality
SHEET
OFDATE: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 ULTIMATERESPONSIBILITY 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 BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R5 65-9-18S083737SMACRWDSTATESVILLE, NCRANDY MARIONDATEDRWNCHKDDESCRIPTION1-17-2019NSLRWDCHANGED TO DC-780 CHAMBERSINSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.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 ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.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 PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 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.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART #: SC740EPE24B
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR MANHOLE
OPTIONAL: COVER ENTIRE ISOLATOR ROW WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
DC-780 CHAMBER
DC-780/SC-740 END CAP
DC-780 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality
SHEET
OFDATE: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 ULTIMATERESPONSIBILITY 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 BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R6 65-9-18S083737SMACRWDSTATESVILLE, NCRANDY MARIONDATEDRWNCHKDDESCRIPTION1-17-2019NSLRWDCHANGED TO DC-780 CHAMBERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityPART #STUB A B C
SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)
18.5" (470 mm)---
SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm)
SC740EPE08T / SC740EPE08TPC 8" (200 mm)12.2" (310 mm)
16.5" (419 mm)---
SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm)
SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)
14.5" (368 mm)---
SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm)
SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)
12.5" (318 mm)---
SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm)
SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)---
SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm)
SC740EPE18T/ SC740EPE18TPC 18" (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 OF
THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT
1-888-892-2694.
* 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 NOMINAL
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)
CHAMBER STORAGE 46.2 CUBIC FEET (1.30 m³)
MINIMUM INSTALLED STORAGE*78.4 CUBIC FEET (2.20 m³)
WEIGHT 75.0 lbs.(33.6 kg)
*ASSUMES 6" (152 mm) STONE ABOVE, 9" (229 mm) BELOW,
AND 6" (152 mm) BETWEEN CHAMBERS
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
DC-780 TECHNICAL SPECIFICATION
NTS
90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
BUILD ROW IN THIS DIRECTION
START END
A A
C
B
51.0"
(1295 mm)
30.0"
(762 mm)
45.9" (1166 mm)
29.3"
(744 mm)
12.2"
(310 mm)
N02°23'55"E211.83 S79°40'47"E39.53S79°40'47"E50.48N02°23'55"E301.41
N19°
5
2
'
0
1
"
E
41.0
6N69°43'27"W18.96N23
°
1
1
'
3
9
"
E
52.7
1
S19°
2
2
'
1
3
"
W
87.3
0 S79°35'36"E229.87N79°35'36"W609.35L6L7L8
L11L12 L13Fox Avenue#4744-63-7354L14 EX SSMH FFL 1064RIM=916.92(916.6 COS)INV=898.76(COS)EX SSMH FFL 1074RIM=930.15(928.61 COS)INV=901.3(COS)EX-DA-2286,993 SF (6.59 AC.)Q10 = 16.28 CFSEX-DA-439,790 SF (0.92 AC.)Q10 = 3.15 CFSEX-DA-5271,070 SF (6.22 AC.)Q10 = 17.85 CFSEXIST.WOODSEXIST.WOODSEXIST.WOODSEXIST.GRAVELEXIST.GRAVELTc

L
INE
300 FT. SHEETFLOW @ 1.53%Tc

L
I
N
E300 FT. SHEETFLOW @ 2.27%73 FT. SHALLOWFLOW @ 2.21%130 FT. SHALLOWFLOW @ 6.36%51 FT. SHALLOWFLOW @ 5.71%EX-SSMH-1RIM: 935.97INV.:924.22Fox AvenueGateway Crossing Drive
EXIST.SIGNPADEX. 30" RCPEX. 18" RCP2:1 SLOPE
EXIST.SIGNPOLEInterstate 77
SOUTHBOUND LANE
NORTHBOUND LANE EXIST.WOODSEX. HEADWALL30" INV. = 915.9118" INV. = 916.58EX-DA-187,049 SF (2.00 AC.)Q10 = 5.09 CFSTc LINE254 FT. SHEETFLOW @ 5.60%EX-DA-323,120 SF (0.53 AC.)Q10 = 0.75 CFS300 FT. SHEETFLOW @ 6.24%235 FT. SHALLOWFLOW @ 3.84%Tc LINE
Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRI:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\2017-06-10-BASE-NCDENR-012319.dwg, 1/23/2019 5:18:05 PM, DWG To PDF.pc3
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-2.0:1-2.3:1-2.9:1-1.91%
-1.83%-2.23%-1.66%-1.65%-2.37%-1.02%-0.53%-2.63%-1.50%
-0.43%-2.43%-0.15%-4.99%-4.02%-4.02%-2.51%-2.69%
-2.44%-2.92%-10.05%
-1.99%-2.00%-0.94%-2.20%-2.13%-2.90%-2.46%-2.00%-2.00%-1.52%-1.08%
-3.05
%
-3.72%-4.48%-2.79%-2.00%-0.87%-2.26%
-3.98%
-2.00%
-2.3
1
%
-2.33%
-3.66%1.00%-42.74%-43.19%-2.94%-4.24%-3.91%
-0.60%
-2.00%
-2.00%-2.23%-2.18%
-1.99%
-1.97%-3.60%-4
.84%
-28.56%
-2.83
%
-3.01%-2.80%-2.26%
-2.92%-4.14%-1.00%
-17.51%-8.86%-4.80%
-1.41%
-
1
.
3
9%
-2.0:1
-3.80%-49.23%-1.41%-2.38%-1.00%-1.00%-1.00%-2.00%-2.17%-4.12%
-3.5
7
%-1.20%-0.80%
-2.
8
5
%
-2.68%
-2.23%-1.00%-1.00%-3.06%1.00%-1.00%-1.41%-5.57%-4.06%HW-UGN02°23'55"E211.83 S79°40'47"E39.53S79°40'47"E50.48N02°23'55"E301.41
N19°
5
2
'
0
1
"
E
41.0
6N69°43'27"W18.96N23
°
1
1
'
3
9
"
E
52.7
1
S19°
2
2
'
1
3
"
W
87.3
0 S79°35'36"E229.87N79°35'36"W609.35L6L7L8
L11L12 L13L14 -3.08%935.37-2.69%-3.43%2.85%930928929931932933934 931932933-2.92%925926925924926-5.29%CI-6CI-736" RCP CI-9CI-1015" RCP EX SSMH FFL 1064RIM=916.92(916.6 COS)INV=898.76(COS)EX SSMH FFL 1074RIM=930.15(928.61 COS)INV=901.3(COS)927928929935940932933934936937938939926
927 922923924EX-SSMH-1RIM: 935.97INV.:924.22Fox AvenueGateway Crossing Drive
EXIST.SIGNPADEX. 30" RCPEX. 18" RCPCI-1118" RCP
WW-83
6
"

R
C
P
2:1 SLOPE 18" RCPJB-2024" RCP
EXIST.SIGNPOLEInterstate 77
2.64%9259219229239249269279289309319
3
2
9
32
932932
932935933934936937938930927928929
-0.77%0.28%920920919921925926EX-SSMH-1F.F. ELEV.= 930.0SOUTHBOUND LANE
NORTHBOUND LANE
9
1
5
.
2
9
9
1
3
.
0
018" RCPPROPOSED FORDBUILDING(57,597 SF)FUTURE BUILDING(10,458 SF)DI-2DI-3DI-4DI-530" RCP922930928929931932933934932928925 925930929930935930928928929931931931932930930930928928929929930935931932933
934936 CI-13CI-1218" RCP
CI-1518" RCP30" RCP30" RCP24" RCP18" RCP915920PERM. STORMWATERAND ACCESS ESMT.PERM. STORMWATERAND ACCESS ESMT.F.F. ELEV. = 930.00PROPOSED FORDBUILDING(57,597 SF)920925925924HP 931932CI-118" RCP930935935934
EX. HEADWALL30" INV. = 915.9118" INV. = 916.58930928928929929931930929929929929931
HP40.00'CI-1624" RCP24"
RCP925922922922923924926927LPHPHPCS-UG274.18'182.0'24" RCP926
921926927928928929929929929 CI-20ACI-14CI-17COCOCOCOCOCOCOCOCOCOCOCO COCOCOCOCO24" RCP24" RCP920921922
915920SSCO-4SSCO-5F.F. ELEV. = 930.00PERM. CLASS 'B'RIP-RAP (6'x16')921 921 917926927
92892
9 CI-1924" RCPCI-1824" RCPPROP. UNDERGROUNDWQ/DETENTION (SCM)STONE BOT ELEV. = 914.5BOT ELEV. =915.00TOP ELEV. = 917.50STONE TOP ELEV. = 918.50126± LF OF 8"ROOF DRAIN @0.5% MIN.179± LF OF 6" ROOFDRAIN @0.5% MIN.169± LF OF 6" ROOFDRAIN @ 0.5% MIN.496± LF OF 6" ROOFDRAIN @ 0.5% MIN.235± LF OF 6" ROOFDRAIN @ 0.5% MIN.201± LF OF 6" ROOFDRAIN @ 0.5% MIN.250± LF OF 6" ROOFDRAIN @ 0.5% MIN.CO115± LF OF 12" ROOFDRAIN @ 1.0% MIN.AREA DI-2AREA: 1.16 AcreC: 0.80TOC: 5 MIN.AREA CI-1AREA: 0.15 AcreC: 0.75TOC: 5 MIN.AREA DI-3AREA: 0.99 AcreC: 0.79TOC: 5 MIN.AREA DI-4AREA: 1.95 AcreC: 0.83TOC: 5 MIN.AREA CI-6AREA: 0.16 AcreC: 0.94TOC: 5 MIN.AREA CI-7AREA: 0.41 AcreC: 0.95TOC: 5 MIN.AREA CI-10AREA: 0.38 AcreC: 0.96TOC: 5 MIN.AREA DI-5AREA: 1.31 AcreC: 0.82TOC: 5 MIN.AREA CI-9AREA: 0.60 AcreC: 0.96TOC: 5 MIN.AREA CI-20AAREA: 1.21 AcreC: 0.97TOC: 5 MIN.AREA CI-19AREA: 1.74 AcreC: 0.96TOC: 5 MIN.AREA CI-15AREA: 0.44 AcreC: 0.98TOC: 5 MIN.AREA CI-14AREA: 0.62 AcreC: 0.95TOC: 5 MIN.AREA CI-18AREA: 1.30 AcreC: 0.91TOC: 5 MIN.AREA CI-16AREA: 0.92 AcreC: 0.97TOC: 5 MIN.AREA CI-12AREA: 0.09 AcreC: 0.90TOC: 5 MIN.AREA CI-13AREA: 0.79 AcreC: 0.70TOC: 5 MIN.AREA CI-17AREA: 0.11 AcreC: 0.92TOC: 5 MIN.AREA CI-11AREA: 0.44 AcreC: 0.95TOC: 5 MIN.Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallR0
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FES-UGN02°23'55"E211.83 S79°40'47"E39.53S79°40'47"E50.48N02°23'55"E301.41
N19°
5
2
'
0
1
"
E
41.0
6N69°43'27"W18.96N23
°
1
1
'
3
9
"
E
52.7
1
S19°
2
2
'
1
3
"
W
87.3
0 S79°35'36"E229.87N79°35'36"W609.35L6L7L8
L11L12 L13L14 -3.08%935.37-2.69%-3.43%2.81%930928929931932933934 931932933-2.92%925926925924926-5.29%CI-6CI-736" RCP CI-9CI-1015" RCP EX SSMH FFL 1064RIM=916.92(916.6 COS)INV=898.76(COS)EX SSMH FFL 1074RIM=930.15(928.61 COS)INV=901.3(COS)927928929935940932933934936937938939926
927 922923924EX-SSMH-1RIM: 935.97INV.:924.22Fox AvenueGateway Crossing Drive
EXIST.SIGNPADEX. 30" RCPEX. 18" RCPCI-1118" RCP
WW-83
6
"

R
C
P
2:1 SLOPE 18" RCPJB-2024" RCP
EXIST.SIGNPOLEInterstate 77
2.43%9259219229239249269279289309319
3
2
9
32
932932
932935933934936937938930927928929
-0.77%0.28%920920919921925926F.F. ELEV.= 930.0SOUTHBOUND LANE
NORTHBOUND LANE
9
1
5
.
2
9
9
1
3
.
0
018" RCPPROPOSED FORDBUILDING(57,597 SF)FUTURE BUILDING(10,458 SF)DI-2DI-3DI-4DI-530" RCP922930928929931932933934932928925 925930929930935930928928929931931931932930930930928928929929930935931932933
934936 CI-13CI-1218" RCP
CI-1518" RCP30" RCP30" RCP24" RCP18" RCP915920F.F. ELEV. = 930.00920925925924HP 931932CI-118" RCP930935935934
EX. HEADWALL30" INV. = 915.9118" INV. = 916.58930928928929929931930929929929929931
HP40.00'CI-1624" RCP24"
RCP925922922922923924926927LPHPHPCS-UG274.18'191.50'24" RCP926
921926927928928929929929929 CI-20ACI-14CI-17COCOCOCOCOCOCOCOCOCOCOCO COCOCOCOCO24" RCP24" RCP920921922
DA
DADADADA DA DA DA DA DA DA DA DA DA DA DADADADADADADADADADADADADADADADADADADADADADADADADADADADADADADA DA DA DA DADADADADADADADADADADA915920PERM. CLASS 'B'RIP-RAP (6'x16')921 921 917926927
92892
9 CI-1924" RCPCI-1824" RCPPROP. UNDERGROUNDWQ/DETENTION (SCM)STONE BOT ELEV. = 914.5BOT ELEV. =915.00TOP ELEV. = 917.50STONE TOP ELEV. = 918.50COD.A. #2(Undetained)285,709 SF(6.56 AC.)929.60D.A. #3(Undetained)21,564 SF(0.50 AC.)DADADADADADADADADA
DA
DADADA DA DA DA DA DA DA DADADADADADADADADADADADADADADADADADADADADADA DA DA DADADADADADADADADADADADADADADADADADADADADADADADADADADADADADADADADADA
DA
DA
DA DA DA DA DA #1(SCM)377,525 SF(8.67 AC.)D.A. #423,225 SF(0.52 AC.)Suite 101 Westfield Center , 125 East Plaza Drive
Mooresville, North Carolina 28115
Phone:[phone] Fax:[phone] www.pdapa.com
NCBELS License #: C-1007Know what'sbelow.before you dig.CallRI:\Engineering\1-Projects\2017\2017-06-10-Randy Marion Ford Statesville\DWG\2017-06-10-BASE-NCDENR-012319.dwg, 1/23/2019 5:56:21 PM, DWG To PDF.pc3
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