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Home My WebLink AboutSW6191006_Plan (Revised Sheets)_20200706X XXXXX X XXXXXXLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSPECIAL TACTICSTEAM BUILDINGHUMAN PERFORMANCETRAINING CENTERSOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS CS101OVERALL LAYOUT PLAN KJ WSF MHC WSF SHEET CS102 SHEET CS103 135.74'76.56'77.35'40.65' 39.41'42.86'55.67' SHEET CS102 SHEET CS103 LANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI N W912PM18C0013 CONTRACTORPARKINGLEGEND:LIMITS OF DISTURBANCEPROJECT LIMITSFILE NAME: TMKH_003_003_CS101.DWG CATEGORY CODE: 141 DESCRIPTIONMARK DATE LOD30' VEGETATEDBUFFERANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-3 (16/12/19)3 ASI-3 16/12/19 16.00'19.63'9.00' 20.12' 18.00' 24.00' 25.00'24.00'45'R45'R69'R5'R5'R10'R10'R83.41' 67.47' X X X X X45'R69'RXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXX12.00'12.00'114.00'12.00'XX14.00'L1C1C2L215.00'15.00'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD216.33'121.33'19.12'129.28'14SOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS CS102LAYOUT PLAN KJ WSF MHC WSFSPECIAL TACTICS TEAM BUILDING(REFER TO ARCHITECTURAL DRAWINGS FORFINAL BUILDING DIMENSIONS)1112244556810141616171717181920202121222229MATCHLINE SEE SHEET CS1032323222325262711152414141428 LANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI N W912PM18C0013 PAVEMENT LEGEND:ASPHALT PAVING (SEE DETAIL CS501)CONCRETE PAVING (SEE DETAIL CS501)141414CONTRACTOR PARKINGCONSTRUCTIONLIMITSFCFACE OF CURBLAYOUT ABBREVIATIONSRRADIUSLAYOUT NOTES:1.ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISENOTED.2.SEE ARCHITECTURAL AND STRUCTURAL FOUNDATION DRAWINGS FOR FINALAND EXACT BUILDING DIMENSIONS, BUILDING SHOWN HEREON IS FORREFERENCE ONLY AND IS NOT TO BE USED FOR BUILDING CONSTRUCTION.3.PARKING SPACES SHALL BE MARKED WITH 4" WHITE LINES.4.ALL CONCRETE SHALL BE CLASS A-3 AIR ENTRAINED (3,500 PSI) OR GREATERUNLESS OTHERWISE NOTED.5.THE CONTRACTOR SHALL ADHERE TO ALL POPE AIR FIELD AND FAA SAFETYREGULATIONS AND GUIDELINES REGARDING CRANES ON THE PROJECTSITE; THE CONTRACTOR IS TO COORDINATE ACCORDINGLY.6.ALL PARKING SPACES ARE TO MEASURE 9'x18'.7.IF HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THECONTRACTOR SHALL STOP WORK IMMEDIATELY IN THE VICINITY AND NOTIFYTHE CONTRACTING OFFICER.8.PROPOSED CONCRETE STAIRWELL AND CONCRETE RETAINING WALLLOCATED ALONG THE EXISTING RAILROAD TRACKS ARE TO BECONSTRUCTED DURING A PERIOD OF TIME THAT THE RAIL LINE WILL BEINACTIVE. IF CONSTRUCTED DURING PERIOD OF TIME WHEN RAIL IS IN USETEMPORARY SHORING MAY BE REQUIRED, CONTRACTOR TO COORDINATEWITH CONTRACTING OFFICER.391514141414XKEY NOTES:1.CONTRACTOR TO PROVIDE NEW 6' TALL CHAIN LINK FENCE WITH 12"BARBWIRE OUTRIGGING; COORDINATE WITH FENCE MANUFACTURE TOPROVIDE FENCE DETAIL MATCHING EXISTING PERIMETER FENCING AROUNDSOF COMPOUND.2.CONTRACTOR TO TIE INTO EXISTING CHAIN LINK FENCING.3.PROVIDE NEW AUTOMATIC SLIDING GATE WITH KEY PAD; PROVIDE A KNOXOVERRIDE INSTALLED ALONG SIDE THE GATE KEY PAD.4.PROVIDE 6' WIDE CONCRETE WALK.5.PROVIDE 6' WIDE CONCRETE WALK, PROVIDE 36" SEPARATION FROMPROPOSED BUILDING.6.PROVIDE 6'x8' CONCRETE PAD FOR BICYCLE RACK.7.NOT USED8.PROVIDE 6' WIDE CONCRETE WALK AND STAIRS, SEE DETAIL CS504.9.PROVIDE PRECAST CONCRETE RAILROAD CROSSING.10.PROVIDE SWING GATE WITH CIPHER LOCK.11.PROVIDE 7" STEP IN CONCRETE WALK.12.PROVIDE DUMPSTER PAD & ENCLOSURE WITH INSIDE MEASUREMENT OF 23'WIDE x 13' DEEP; REFER TO ARCHITECTURAL PLANS FOR ADDITIONALINFORMATION.13.TIE NEW ASPHALT INTO EXISTING ASPHALT PARKING LOT.14.PROVIDE BOLLARDS PAINTED "MISSION BROWN" AS PER FT. BRAGG IDG.15.PROPOSED PROJECT CLEARING LIMITS.16.PROVIDE CAST IN PLACE CONCRETE RETAINING WALL.17.PROVIDE 24" CURB & GUTTER18.PROVIDE CONCRETE WHEEL STOP19.PROVIDE 7'x7' CONCRETE TRANSFORMER PAD.20.PROVIDE 16" RAILROAD LINE PER NCDOT STANDARD DETAIL 1205.21.PROVIDE CROSSBUCK ASSEMBLY WITH YIELD SIGN PER MUTCD FIGURE8B-2.22.PROVIDE DOUBLE YELLOW LINE ALONG CENTERLINE OF EXISTING GENASTREET, SOLID DOUBLE LINE TO BE IN ACCORDANCE WITH NCDOTSTANDARD DETAIL 1205 FOR A YELLOW CENTER LINE, LINES TO BE 4" WIDESPACED 6" APART.23.PROVIDE RAISED PAVEMENT MARKERS @ 40' O.C. IN ACCORDANCE WITHNCDOT STANDARD DETAIL 1250, MARKERS TO BE SNOWPLOWABLE PERNCDOT STANDARD DETAIL 1253.24.PROVIDE 24" STOP LINE PER NCDOT STANDARD DETAIL 1205.25.PROVIDE MUTCD STOP SIGN R1-1 (MIN. 30"x30").26.ALL WORK TAKING PLACE WITHIN THE LIMITS OF GENA STREET SHALLUTILIZE THE NCDOT STANDARD 1101.02 DETAIL FOR TEMPORARY LANECLOSURES ON A 2 LANE, 2 WAY ROAD.27.CAST IN PLACE CONCRETE STAIRWELL, SEE DETAIL CS504.28.STRIPE EXISTING PARKING SPACES TO PROVIDE PEDESTRIAN ACCESS.29.PROPOSED MODULAR BLOCK RETAINING WALL.30.REVERSE CURB AND GUTTER PAN.FILE NAME: TMKH_003_003_CS102.DWG CATEGORY CODE: 141 DESCRIPTIONMARK DATE141ASI-1 06/06/191130' V E G E T A T E D BUF F E R ANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-3 (16/12/19)3 ASI-3 16/12/197307 7 ASI-7 06/04/20 SOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS CS501LAYOUT NOTES & DETAILS KJ WSF MHC WSF 12" GALVANIZED STEELBOLLARD CONCRETEFILLEDBOLLARD TO BE PAINTED"MISSION BROWN" PERFT. BRAGG IDGFINISHED SECTION PERPLANS48"48" (MIN.)6"24"12" BOLLARD DETAILN.T.S.8" CRUSHED STONEASPHALT PAVEMENT SECTIONN.T.S.COMPACTED SOIL SUBBASE*ALL PAVEMENT SECTIONS SHOULD BE VERIFIED BY AN ONSITE GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.*ALL PAVEMENT SECTIONS SHOULD BE VERIFIED BY AN ONSITE GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.4" 3500 PSI CONCRETECONCRETE WALK SECTIONN.T.S.COMPACTED SUBGRADE6' BUMPER BLOCK w/ UNDER DRAINSN.T.S.24" CURB & GUTTERN.T.S.1":1"12"24"6"3"R3"R7" MIN.*ALL PAVEMENT SECTIONS SHOULD BE VERIFIED BY AN ONSITE GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.4" 3500 PSI CONCRETE8" CRUSHED STONETRANSFORMER PADN.T.S.COMPACTED SUBGRADE18"1.5" TYPE S-9.5B1.5" TYPE S-9.5B4" TYPE 1-19.0B8" CRUSHED STONELINEBEARINGDISTANCEL1S 48°47'57" E45.00'L2S 39°06'49" E270.76'L3S 50°51'50" W46.46'L4N 39°06'49" W212.47'CURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC138.73'57.00'38°55'36"S 68°15'45" E37.99'C248.36'57.00'48°36'45"S 63°25'11" E46.92'C389.51'57.00'89°58'38"S 05°52'31" W80.59'C465.09'59.00'63°12'42"S 19°15'28" W61.84'C521.02'45.00'26°45'56"S 25°43'51" E20.83'N: 516,086.86E: 1,997,936.52N: 515,460.58E: 1,998,296.83DRIVE AISLE GEOMETRYCURVE TABLELINE TABLEN: 515,934.19E: 1,997,810.59N: 516,041.15E: 1,997,918.84N: 516,035.40E: 1,997,951.27N: 516,101.10E: 1,998,008.79FENCE GEOMETRYSTT BUILDING LOCATIONN: 515,948.90E: 1,998,034.85N: 515,872.36E: 1,997,940.70N: 515,781.05E: 1,998,171.32N: 515,704.50E: 1,998,077.18N: 515,715.74E: 1,998,268.72N: 515,661.07E: 1,998,201.48N: 515,586.94E: 1,998,373.44N: 515,532.27E: 1,998,306.20HPTC BUILDING LOCATIONSTARTENDMUTCD SIGN DETAILSN.T.S.MUTCD RAIL CROSSING DETAILN.T.S.N=515,886.36E=1,998,176.07N=515,890.99E=1,998,181.76N=515,873.66E=1,998,195.85N=515,869.03E=1,998,190.16CONCRETE STAIRWELLLANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI W912PM18C0013 FILE NAME: TMKH_003_003_CS501.DWG CATEGORY CODE: 141 DESCRIPTIONMARK DATEANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-7 (06/04/20)24" CURB & GUTTER (REVERSED)N.T.S.12"24"6"3"R3"R6" MIN.18"1/4":12"77 ASI-7 06/04/20 221225230235237226226229 231232238232231233234235236 2 3 7238 238229230231232233 234 236238 23 9 2 4 0 241242243244245230235237238 247246245 244 243 242 2 4 1 240 X X XXXXXXX 237246246246247248248247 247247246247 248249250251252253246245245246247248249250247247238239 241 240 242 243 244 245237238239 240 242243 241 244244237 XX XSPECIAL TACTICSTEAM BUILDINGHUMAN PERFORMANCETRAINING CENTERSOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS CG201OVERALL DETAILED GRADING PLAN KJ WSF MHC WSF SHEET CG102 SHEET CG103 SHEET CG202 SHEET CG203 LANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI N W912PM18C0013 FILE NAME: TMKH_003_003_CG201.DWG CATEGORY CODE: 141 DESCRIPTIONMARK DATE30' VEGETATEDBUFFERANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-3 (16/12/19)3 ASI-3 16/12/1937 7 ASI-7 06/04/20 221225230235237226226229 231232238232231233234235 2362 3 7238 238229230231232 233 234 236238230235237XXXX XXXXXXXXXXX TC=248.40'MATCH EXTC=248.23MATCH EXCONC=238.32'CONC=238.32'CONC=238.00'FG=238.00'EP=238.30'EP=237.74'FG=237.54'TC=237.69'TC=237.74'TC=237.72'FG=238.42'FG=238.42'FG=238.04'FG=238.42'FG=238.50'FG=238.00'FG=238.40'FG=238.42'FG=238.42'FG=238.04'FG=237.54'TC=237.45'EP=237.07'237238 237238FG=238.00'FG=238.00'CONC=238.50'CONC=238.50'CONC=238.50'CONC=238.50'CONC=238.32'CONC=237.74'FG=237.50'FG=237.50'FG=237.50'238 237 236 237 238TW=221.0'TW=228.0'TW=227.0'TW=229.0'TW=228.0'TW=230.0'TW=230.0'TW=229.0'FG=236.19'FG=235.22'EP=235.79'CONC=235.91'EP=236.46'CONC=236.58'TC=233.37'TC=229.49'EP=231.30'TC=231.55'EP=232.94'TC=233.10'TC=235.55'GRADE BREAKGRADE BREAKGRADE BREAKXXSOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS CG202DETAILED GRADING PLAN KJ WSF MHC WSF KEY NOTES:1.SLOPE HARDSTAND AREA @ 2% MAX.2.SEE CG502 FOR DETAILED GRADING OF STAIRS.3.SEE CS504 FOR DETAILED GRADING OF CAST IN PLACE CONCRETESTAIRWELL.4.BASE OF WALL TO FOLLOW EXISTING GRADE; SEE DETAIL CS503.XSPECIAL TACTICS TEAM BUILDINGFINISHED FLOOR ELEVATION=238.50'MATCHLINE SEE SHEET CG203111324 GRADING NOTES:1.NO BORROW PIT IS LOCATED ON FORT BRAGG, THE CONTRACTOR SHALLOBTAIN ALL FILL FROM SOURCES OUTSIDE OF THE FORT BRAGGINSTALLATION.2.SELECT MATERIAL IS REQUIRED FOR FILL AND BACKFILL UNDER PARKINGLOTS, FOOTINGS, AND STRUCTURES; ALL FILL SHOULD BE PLACED INACCORDANCE WITH THE RECOMMENDATIONS OF THE ON-SITEGEOTECHNICAL ENGINEER.3.CONCRETE WALKS ARE TO HAVE NOT GREATER THAN A 2% CROSS SLOPE.4.ALL DRIVE AISLE CROSS SLOPES SHALL NOT EXCEED 2%.5.ALL FILL SLOPE TO BE 3:1 OR LESS.LANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI N W912PM18C0013 TCTOP OF CURBGRADING ABBREVIATIONSFCFACE OF CURBEPEDGE OF PAVEMENTFGFINISHED GRADECONCCONCRETETWTOP OF WALLFILE NAME: TMKH_003_003_CG202.DWG CATEGORY CODE: 141 DESCRIPTIONMARK DATE 30' V E G E T A T E D BUF F E R ANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-3 (16/12/19)3 ASI-3 16/12/197 7 ASI-7 06/04/20 X X XGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASXXXXXXXX GAS XGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GASWWWWWWWWWWWWWWWWWWW WW WW WWWWWWWWWWWWWWWWWWWWWWWWWWW UCUCUCUCW UCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUCUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUCUCUCUCUCUCUCUCUCUCSOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS CU101STORM SEWER SYSTEM KJ WSF MHC WSF STORM SEWER NOTES:1.STORM STRUCTURES, STORM SEWER PIPE AND BEDDING SHALL CONFORMTO THE MOST CURRENT VERSION OF THE NORTH CAROLINA DEPARTMENTOF TRANSPORTATION STANDARD SPECIFICATIONS AND PROVISIONS.2.ALL MANHOLES AND DRAINAGE STRUCTURES DEEPER THAN 36" SHALLINCORPORATE STEPS FOR ACCESS.3.ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE ASTM C76 CLASS IIIWITH C443 CASKETS UNLESS OTHERWISE NOTED.4.ALL PLASTIC PIPE SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC OR ADSTYPE HP STORM HIGH PERFORMANCE POLYPROPYLENE (PP) PIPE FORGRAVITY-FLOW STORM DRAINAGE APPLICATIONS.5.ALL PIPE JOINTS SHALL BE INSTALLED AND CONNECTED TO DRAINAGESTRUCTURES IN ACCORDANCE WITH THE MANUFACTURERECOMMENDATIONS AND PROJECT SPECIFICATIONS.7.ALL STORM SEWER PIPE BEDDING IS TO CONFORM WITH NCDOTSTANDARDS AND SPECIFICATIONS AND ARE TO BE OBSERVED BY APROFESSIONAL GEOTECHNCIAL ENGINEER DURING CONSTRUCTION.8.WHEN CONNECTING TO DRAINAGE STRUCTURES ALL PIPES MUST BEINSTALLED IN ACCORDANCE WITH ASTM AND NCDOT STANDARDS TOELIMINATE THE POTENTIAL FOR SHEAR FAILURE, TO BE SOIL TIGHT, ANDLEAK RESISTANT.LANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI N W912PM18C0013SPECIAL TACTICSTEAM BUILDINGHUMAN PERFORMANCE TRAININGCENTER19205B5A687910111212A13141516171818A2211A1B2343A3B1D1E1F1G1H1I1J9A9B9C9D16A16B16C16D232425262728FILE NAME: TMKH_003_003_CU101.DWG CATEGORY CODE: 141 LEGEND:STORM SEWER STRUCTUREXDESCRIPTIONMARK DATE513AOLDCASTLESTORMWATER TANK #1OLDCASTLESTORMWATERTANK #21 ASI-1 06/06/1930' VEGETATEDBUFFERANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-3 (16/12/19)3 ASI-3 16/12/1937 7 ASI-7 06/04/20 X XXXXXXX SPECIAL TACTICSTEAM BUILDINGHUMAN PERFORMANCETRAINING CENTERSOLICITATION NO.: DESIGNED BY:1ASIZE: SUBMITTED BY: CONTRACT NO.:CHECKED BY: DRAWN BY: ISSUE DATE:SHEET IDBCDEFG2345678910®US Army Corpsof EngineersU.S. ARMY CORPS OF ENGINEERS DA101OVERALL DRAINAGE MAP KJ WSF MHC WSFLANDTECH RESOURCES, INC. ENGINEERING & SURVEYING CONSULTANTS LRI N W912PM18C0013 FILE NAME: TMKH_003_003_DA101.DWG CATEGORY CODE: 141 DESCRIPTIONMARK DATEANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES DRAINAGE AREA #1 (STS)TOTAL DRAINAGE AREA = 1.58 ACRES% IMPERVIOUS COVER = 65.2%PRE-DEVELOPMENT WEIGHTED CN = 58PRE-DEVELOPMENT TC = 15.6 Min.POST-DEVELOPMENT WEIGHTED CN = 77POST-DEVELOPMENT TC = 5 Min.DRAINAGE AREA #2 (HPTC)TOTAL DRAINAGE AREA = 1.96 ACRES% IMPERVIOUS COVER = 66.6%PRE-DEVELOPMENT WEIGHTED CN = 58PRE-DEVELOPMENT TC = 14.9 Min.POST-DEVELOPMENT WEIGHTED CN = 78POST-DEVELOPMENT TC = 5 Min.DRAINAGE AREA #3 (DRIVEWAY)TOTAL DRAINAGE AREA = 0.13 ACRES% IMPERVIOUS COVER = 89.3%PRE-DEVELOPMENT WEIGHTED CN = 59PRE-DEVELOPMENT TC = 16.7 Min.POST-DEVELOPMENT WEIGHTED CN = 92POST-DEVELOPMENT TC = 5 Min.D.A. 3BUILT UPON AREA TABLEBASIN INFORMATIONDRAINAGE AREA 1DRAINAGE AREA 2DRAINAGE AREA 3RECEIVING STREAM NAMETANK CREEKTANK CREEKTANK CREEKSTREAM CLASSCCCSTREAM INDEX NUMBER18-23-2718-23-2718-23-27TOTAL DRAINAGE AREA (sf)68801854075671ON-SITE DRAINAGE AREA (sf)68801618495671OFF-SITE DRAINAGE AREA (sf)0235580PROPOSED IMPERVIOUS AREA (sf)44870333185062% IMPERVIOUS (total)65.266.689.3BUILT UPON AREA TABLE (cont.)IMPERVIOUS SURFACEAREADRAINAGE AREA 1DRAINAGE AREA 2DRAINAGE AREA 3ON-SITE BUILDINGS (sf)28721174590ON-SITE STREETS (sf)13072132534468ON-SITE PARKING (sf)394814425ON-SITE SIDEWALKS (sf)26331742169OTHER ON-SITE (sf)50500FUTURE (sf)000OFF-SITE (sf)0235580EXISTING BUA (sf)000TOTAL (sf)448705687650623 ASI-3 16/12/19 7 ASI-7 06/04/20 ANSI D W912PM-17-R-0007 01-04-19 WILMINGTON, NC 28403-1343 69 DARLINGTON AVE WILMINGTON DISTRICT TMKH 003 003 FT. BRAGG, NC SOF STS OPERATIONS FACILITIES100% IFC SET / ASI-7 (06/04/20)7