Telecommunications Reliability Facility - Fort Bragg - (2) PN81894_Telecom_NCDEQ_SWM_Plan_Set (2)

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NJ
DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersG-001COVER SHEET US Army Corpsof Engineers®PN 81894FT. BRAGG, NORTH CAROLINATELECOMMUNICATIONS RELIABILITY FACILITY, SOTFSOLICITATION NO.: W912PM-18-B-0002CONTRACT NO.: ISSUE DATE: 08 JUNE 2018WILMINGTON District801 JONES FRANKLIN ROAD, SUITE 300RALEIGH, NC 27606-3394(919)851-6866(919) 851-7024 FAXLICENSE # F-0672LOCATION MAPROCKINGHAMLAURINBURGFAYETTEVILLEFORT BRAGGVICINITY MAPPROJECT SITEARCHITECTURALMECHANICALELECTRICALCIVILSTRUCTURALFIRE PROTECTION 6/7/20186-8-2018
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SXXXXXXXXXXXXXGAS MARKER AND TRACERWIRE TO BE RELOCATEDSheetReferenceNumber:Drawn By:
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Checked By:
Reviewed By:
Description DateRev.
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Drawing Number:
NJ
DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersNEXISTING CONDITIONS PLANSCALE: 1"=30'1VF101030'30'90'1"=30'VF101EXISTING CONDITIONS PLAN SHEET NOTES:1.EXISTING TOPOGRAPHIC INFORMATION IS FROM A FIELD SURVEY BYSTANTEC PERFORMED ON JUNE AND OCTOBER, 2017. HORIZONTALDATUM IS NAD83 NSRS 2007. VERTICAL DATUM IS NAVD88.2.SURFACE EVIDENCE OF UTILITIES HAS BEEN LOCATED BY THIS SURVEY.HOWEVER, UNDERGROUND UTILITY LINES INCLUDING WATER, SANITARYSEWER, STORM SEWER, ELECTRICAL, TELEPHONE, CABLE TELEVISIONAND OTHERS MAY EXIST ON THIS PROPERTY THAT HAVE NOT BEENLOCATED. PRE-EXISTING UTILITY PAINT (IF ANY) WAS LOCATED DURINGTHE COURSE OF THE SURVEY. NO UNDERGROUND UTILITIES WEREMARKED SPECIFICALLY FOR THIS SURVEY. UTILITIES DEPICTED FROMGIS INFORMATION (IF ANY) ARE APPROXIMATE.3.THE FOLLOWING CONTROL POINTS HAVE BEEN ESTABLISHED BYSURVEY CREW:4.REFER TO SHEET CG101 FOR EROSION CONTROL MEASURES.5.REFER TO SHEET C-001 FOR LEGEND AND ABBREVIATIONS6.CONTRACTOR SHALL FILE A SERVICE REQUEST TO FORT BRAGG DPW AT910-396-0325 TO HAVE UNDERGROUND UTILITIES LOCATED AND DIGGINGPERMIT(S) PRIOR TO DIGGING.CONTROL REBAR, #2N= 510,288.460'E= 1,976,514.410'EL= 312.89'EUGEUNDERGROUND ELECTRICAL LINETREE LINEGRAVELASPHALTLEGEND EXISTING:320XX318WWGASGASSSSSSDSDFENCE LINETREESMAJOR GROUND CONTOURMINOR GROUND CONTOURWATER LINEGAS LINESANITARY SEWERSTORM DRAINAGEFIRE HYDRANTPOWER POLELIGHT POLEWATER VALVESURVEY CONTROL POINTDISTORM DROP INLETSANITARY SEWER MANHOLESFHELBETREHHELECTRIC METERELECTRIC HAND HOLEELECTRICAL BOXTRANSFORMEREMREHHELBTRANSLP 39GAS MARKER WITH TRACERPOST INDICATOR VALVESTREET LIGHTEELBELECTRIC BOXEMRELECTRIC METERABBREVIATIONS EXISTINGEHHELECTRIC HAND HOLELLPLIGHT POLETTRANSTRANSFORMERTHHTELECOMMUNICATIONHAND HOLEFFHFIRE HYDRANTTELECOMMUNICATION HAND HOLETHHTHHSSSMHSANITARY SEWER MANHOLESSSANITARY SEWERCCMPCONCRETE METAL PIPEPPVCPOLYVINYL CLORIDEIINV.INVERTWMWMRWATER METERWMWMRAASPHASPHALT
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ROADLONGSTREET ROADLAMONT ROADLAMONT ROADLONGSTREET ROADLAMONT ROADLAMONT ROADCH161CG100CG1021CG100CG1031CG100CG1041CG100CG1061CG100CG1051CG100CG1071CG100CG1081CG100CG1091CG100CG1101CG100CG1011CG100CG1111CG100CG112SheetReferenceNumber:Drawn By:
Designed By:
Checked By:
Reviewed By:
Description DateRev.
Scale:
Date:
Project Number:
Drawing Number:
NJ
DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersEROSION AND SEDIMENT CONTROL PLAN - OVERALLSCALE: 1"=500'1CG100CG100EROSION AND SEDIMENT CONTROL
PLAN - OVERALLN0500'500'1500'1"=500'NOTES:1.LIMITS OF DISTURBANCE SHOWN ALONG TELECOMMUNICATIONS LINE ISFOR GRAPHICAL PURPOSES ONLY. TRUE LOD IS AS FOLLOWS: 7 FEET WIDEMAXIMUM WIDTH ALONG TRENCH AND 2 FEET FROM EDGE OFHANDHOLE/MANHOLE.2.ALL TELECOMMUNICATIONS TRENCHING OUTSIDE OF THE LOD SHOWN ONSHEET CG101 (BUILDING SITE) SHALL RECEIVE PERMANENT SEEDING ONLYPER FORT BRAGG SEEDING SPECIFICATIONS ON SHEET G-005.3.SEDIMENT FENCE LOCATION ALONG TRENCHING AS SHOWN ON SHEETSCG102-CG112 IS FOR GRAPHICAL PURPOSES ONLY. TELECOMMUNICATIONSCONTRACTOR SHALL PLACE TRENCH EXCAVATION ON HIGH SIDE OFTRENCH AND SEDIMENT FENCE ON LOW SIDE OF TRENCH FOR AREASOUTSIDE OF THE BUILDING SITE SHOWN ON CG101.4.EXISTING CONDITIONS SHOWN ON SHEETS CG102 THRU CG112 ARE FROMGIS DATA FURNISHED BY FORT BRAGG DPW OCTOBER 2017.5.THIS PROJECT DRAINS TO CYPRESS CREEK (WS-III), A PART OF THE UPPERCAPE FEAR RIVER BASIN HUC# 03030004DISTURBED AREA = 2.832 ACRES 6/7/2018
XXXXXXXXXXXXXXXXPROPOSEDBUILDING1,931 SFFFE = 322.0EXISTING ASPHALT PARKINGASPHALTASPHALT315315320
320325RELOCATEDGASMARKER321319321318
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SheetReferenceNumber:Drawn By:
Designed By:
Checked By:
Reviewed By:
Description DateRev.
Scale:
Date:
Project Number:
Drawing Number:
NJ
DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersGRADING AND DRAINAGE PLANSCALE: 1"=10'1CG113CG113GRADING AND DRAINAGE PLAN
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010'10'30'1"=10'KEY NOTES:PLACE 4 INCHES OF PEA GRAVEL ON FILTER CLOTH IN AREASBETWEEN BUILDING AND SIDEWALK. ALL OTHER AREAS TO BESODDED OR SEEDED SEE CG101.INSTALL SIDEWALK SLOPED AT 12:1 H:V FOR 6 FEET.12 6/7/2018
SheetReferenceNumber:Drawn By:
Designed By:
Checked By:
Reviewed By:
Description DateRev.
Scale:
Date:
Project Number:
Drawing Number:
NJ
DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersC-501SITE CIVIL DETAILS EXISTINGROADWAY12' MIN.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THATSEDIMENT IS NOT TRACKED ONTO THE EXISTING PAVEDSTREET. THE ENTRANCE / EXIT SHALL BE MAINTAINED IN ACONDITION WHICH WILL PREVENT TRACKING OR FLOW OFMUD ONTO PUBLIC STREETS OR RIGHTS-OF-WAY. THISMAY REQUIRE PERIODIC TOP DRESSING WITH NCDOTCLASS A STONE, AS CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAPSEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED,OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYSOR INTO STORM DRAINS SHALL BE REMOVED IMMEDIATELY.PLANMAINTENANCE:TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT DETAILCONSTRUCTION SPECIFICATIONS(TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT)1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTSAND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONSSHOWN ON THE PLANS, AND SMOOTH IT.3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OROTHER SUITABLE OUTLET.4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OFTHE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE ORHIGH WATER TABLE.5. IF CONSTRUCTION ON THE SITES AREA SUCH THAT THE MUD ISNOT REMOVED BY THE CONSTRUCTION ENTRANCE, TIRESOF THE VEHICLES MUST BE WASHED BEFORE LEAVING THE SITE.3NOT TO SCALECROSS SECTION6" MIN.50' MIN.50' MIN.NEW CONSTRUCTIONNCDOT CLASS A STONEFABRIC UNDER STONECG101C-501WARNING SIGN DETAILWARNING SIGNTREE PROTECTION AREADO NOT ENTERHIGH - TENSILE STRENGTH,ORANGE, UV RESISTANT,GRADEWIRESINTERMEDIATEMIN. 12-1/2 GA.SIDE VIEWSTEEL POST (1.33 LB/FT)WOVEN WIRE FABRICWARNING SIGNORANGE, UV RESISTANT,HIGH - TENSILE STRENGTH,POLY BARRICADE FABRIC(TYPICAL)GRADE2'-0"3'-0"
26"DO NOT ENTERTREE PROTECTION AREA40"4"3"4"3"4"
18"LINE WIRESMIN. 10 GA.5'-0" O.C. MAXPOLY BARRICADE FABRIC (TYPICAL)FRONT VIEWNOTES:WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.PLACE A SIGN AT EACH END OF LINEAR TREE PROECTION AND 50' ON CENTER THEREAFTER.FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGNPER PROTECTION AREA.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.1.2.3.4.5.6.7.CONSTRUCTION SPECIFICATIONS:MAINTENANCE:PLACE BARRIERS TO PREVENT THE APPROACH OF EQUIPMENT WITHIN THE DRIP LINE OF TREES TO BERETAINED.DO NOT NAIL BOARDS TO TREES DURING BUILDING OPERATION.DO NOT CUT TREE ROOTS INSIDE THE TREE DRIP LINE.DO NOT PLACE EQUIPMENT, CONSTRUCTION MATERIALS, TOPSOIL, OR FILL DIRT WITHIN THE LIMIT OFTHE DRIP LINE OF TREES TO BE SAVED.IF A TREE MARKED FOR PRESERVATION IS DAMAGED, REMOVE IT AND REPLACE IT WITH A TREE OFTHE SAME OR SIMILAR SPECIES, 2-INCHES CALIPER OR LARGER, FROM BALLED AND BURLAPEDNURSERY STOCK WHEN ACTIVITY IN THE AREA IS COMPLETE.DURING FINAL SITE CLEANUP, REMOVE BARRIERS AROUND TREES.IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES,REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEMIMMEDIATELY.REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEMWITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSEDROOTS.REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THECUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.CUT OFF ALL DAMAGED TREE LIMITS ABOVE THE TREE COLLAR AT THE TRUNKOR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING PARK FROMHEALTHY AREA OF TREES.NOT TO SCALEC-5012TREE PROTECTION FENCE DETAILCG1011FILL SLOPEGROUND LINE4" MIN.8" MINCOMPACTED FILL (8" MIN.)8' W/STANDARDFABRIC WITHWIRE FENCEMIN. 14 GAUGEWIRE FENCE6' W/HIGHSTRENGTHFABRIC WITHOUTWIRE FENCE3'-0"STEELPOSTANCHOR FILTERFABRIC MIN. 8" DEEPAND KEY IT IN 4"HORIZONTALLY1'-6" MINNOT TO SCALE2'-0" MIN.5' LONG MIN.FILTER FABRICELEVATIONSECTIONNOTES:1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH ISCERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.SYNTHETIC FILTER FENCE SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE AMINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120DEG F.2. STEEL POSTS SHALL BE 5'-0" MIN. IN HEIGHT, 1.33 LB/LINEAR FT STEEL AND SHALL HAVE PROJECTIONS TOFACILITATE FASTENING TO FABRIC.3. WIRE FENCE SHALL BE MINIMUM 14 GAUGE AND MAXIMUM MESH SPACING OF 6 INCHES, FOR USE WITHSTANDARD STRENGTH FILTER FABRIC.MAINTENANCE1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIREDREPAIRS IMMEDIATELY.2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE REPLACED IMMEDIATELY.4. REMOVE SEDIMENT DEPOSITS AS NECESSARY AND AT A MINIMUM WHERE ACCUMULATIONS REACH 1/2"ABOVE GROUND HEIGHT AT SEDIMENT FENCING TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXTRAINFALL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURINGCLEANOUT.5. REMOVE ALL SEDIMENT FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TOGRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, ONLYAFTER THE PROJECT INSPECTOR HAS APPROVED THE SEDIMENT FENCING REMOVAL.CONSTRUCTION NOTES FOR SEDIMENT FENCE FABRIC1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTERFABRICS.2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUNDSURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THESTRUCTURE.)3. CONSTRUCT THE FILTER FABRIC FROM CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOIDJOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT SUPPORT POST WITH 4FEET MINIMUM OVERLAP TO THE NEXT POST.4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDEOF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIREREINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIESSHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTSSHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORTFENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVEMINIMUM 50 POUND TENSILE STRENGTH.7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OFPOSTS AND UPSLOPE FROM THE BARRIER.8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGHCOMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.C-501CG101SEDIMENT FENCESTEEL POST 6/7/2018
SheetReferenceNumber:Drawn By:
Designed By:
Checked By:
Reviewed By:
Description DateRev.
Scale:
Date:
Project Number:
Drawing Number:
NJ
DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersC-503SITE CIVIL DETAILS 8'8'4"8" MIN.4" MIN.3'-0"3'-0"3'-0"3'-0"8'8'PLAN VIEWSECTION4'4'GROUND LINESTEEL POST2x43'3'NOTES:1.SEDIMENT FENCE SHALL BE INSTALLED OUTSIDE TOE OFEARTHFILL EMBANKMENTS.2.WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALLHAVE A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING.3.FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH ANDSHALL BE FASTENED SECURELY TO THE WIRE.4.THE FILTER FABRIC SHALL MEET THE FOLLOWINGREQUIREMENTS:A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO. 70B) GRAB STRENGTH 90-120 LBC) CONFORM TO ASTM D-1682 OR ASTM D-1775.STEEL POSTS SHALL BE 6'-0" IN HEIGHT AND BE OFSELF-FASTENER ANGLE STEEL TYPE.MAINTENANCE:1.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.2.SEDIMENT MUST BE REMOVED WHEN HALF OF STONEOUTLET IS COVERED.3.ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINEDOR TOPPED MUST BE REPLACED IMMEDIATELY.#57 WASHED STONE OVERCLASS B RIP RAP FRONTSIDE/ CLASS B RIP RAPONLY BACK SIDETOP STRANDMIN. NO. 10GAUGEBOTTOM STRANDMIN. NO. 10 GAUGE12" MAX WEIRHEIGHTFLOWDIRECTIONEXTRA LAYER FILTERFABRIC @ SEDIMENTFENCE OUTLETANCHOR FILTER FABRIC MIN. 8"DEEP AND KEY IT IN 4"HORIZONTALLY EACH SIDECOMPACTED FILL EACH SIDEFLOWDIRECTIONSEDIMENT FENCE OUTLET DETAIL NOT TO SCALE3CG101C-5032. AN EXPANSION JOINT SHALL BE PLACED TO SEPARATE THE NEW CONCRETE WALK FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION UNLESS NOTED OTHERWISE.1. SIDEWALK TOOLED JOINT (1 1/4" DEEP) SPACING SHALL BE COMPACTEDNOTES:3000 P.S.I. CONCRETESUB-GRADE2% CROSS SLOPE (TYP.)4"JOINT FILLERSIDEWALK SURFACETRANSVERSE EXPANSION JOINT4"1/2"1/4"3. GRADE TO DRAIN AWAY FROM BUILDING.1 CONCRETE SIDEWALK SECTIONCS101C-503 5'-0" MAXIMUM, WITH AN EXPANSION JOINT BEING EVERY 20'.„" RADIUS5' UNLESS SHOWN OTHERWISE ON PLANSNOT TO SCALEVARIES MIN.12"MATCH EXISTING GRADE#57 STONE(COMPACTED IN PLACE AND PROOF-ROLLED)GEOTEXTILE FABRIC MIRAFI 500X OR EQUIVALENT2C-503GRAVEL PARKING AND DRIVEWAY DETAILNOT TO SCALECS101COMPACTED SUBGRADE, MINIMUM 95% MODIFIEDPROCTOR MAXIMUM DRY DENSITY6"
4'-0"4'-0"1'-6"MIN. DIA.SLOPEFILL WITH CONC. & ROUND OFFTOP WITH GROUT PLUGTOP FINISHED CONC.FINISHED GRADECONC. ENCASEMENT1/4" X 2" X 10" BENT PLATE(2 REQD), WELDED TO PIPE4C-503CS1016" SCH 40 STEEL PIPE. GRIND SMOOTHALL ROUGH AREAS AND EDGESBOLLARD SHALL BE PAINTED MISSIONBROWN FEDERAL SPECIFICATIONCOLOR NUMBER 200593"PERMANENT BOLLARDNOT TO SCALECLEAN, WASHED SAND, 6" DEEPTRENCH 4 FEET DEEP1.5-2.5 INCH DIAMETER CLEAN STONEFLOWOVERFLOW BERMELEVATION 317.5'2" PEA GRAVEL LAYERELEVATION 317.34'WRAP GEOTEXTILE ALL SIDESWATER QUALITY VOLUMENOTES:1.5 ACRE MAXIMUM DRAINAGE AREA.2.GEOTEXTILE TO BE PE TYPE INON-WOVEN5C-503STORMWATER MANAGEMENT INFILTRATION TRENCH #1NOT TO SCALECG101CG113TYPICAL SECTIONNOT TO SCALE16" LONG 12 " DIAMREBAR ANCHOR14"x14" 18 " STAINLESS STEELFOOT PLATE4" PERF. PVC W/REMOVABLE CAPPERFORATIONS TO BE 12 " DIAM.AT 3" MIN. VERTICAL SPACINGCLEAN, WASHED SAND, 6" DEEP(OR FILTER FABRIC EQUIVALENT)TRENCH 4 FEET DEEP1.5-2.5 INCH DIAMETER CLEAN STONEFLOWOVERFLOW BERMELEVATION 321.0'2" PEA GRAVEL LAYERELEVATION 320.84'WATER QUALITY VOLUME6C-503STORMWATER MANAGEMENT INFILTRATION TRENCH #2NOT TO SCALECG101CG113TYPICAL SECTIONNOT TO SCALEWRAP GEOTEXTILE ALL SIDES16" LONG 12 " DIAMREBAR ANCHOR14"x14" 18 " STAINLESS STEELFOOT PLATE4" PERF. PVC W/REMOVABLE CAPPERFORATIONS TO BE 12 " DIAM.AT 3" MIN. VERTICAL SPACINGNOTES:1.5 ACRE MAXIMUM DRAINAGE AREA.2.GEOTEXTILE TO BE PE TYPE INON-WOVEN 6/7/2018
XXXXXXXXXXXXXXXXXPROPOSEDBUILDING1,931 SFFFE = 322.0320
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DS
RD
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606-3394
[phone]
[phone] FAX
LICENSE # F-0672FOR OFFICIAL USE ONLYFOR OFFICIAL USE ONLYTELECOMMUNICATIONS
RELIABILITY FACILITY, SOTF
FORT BRAGG, NORTH CAROLINA
AS SHOWNISSUED FOR CONSTRUCTION08 JUNE 2018
PN-81894
U.S. ARMY CORPS OF ENGINEERS
69 DARLINGTON AVE
WILMINGTON DISTRICT
WILMINGTON, NORTH CAROLINA
DS
®US Army Corpsof EngineersSTORMWATER MANAGEMENT DRAINAGE AREA MAP SCALE: 1"=10'1SWM101SWM101STORMWATER MANAGEMENT PLAN
N
010'10'30'1"=10'LEGENDSEDIMENT FENCETREE PROTECTIONLIMITS OF DISTURBANCE/LIMITS OFCONSTRUCTIONEXISTING WATER LINEEXISTING TREE LINENEW TREE LINETIME OF CONCENTRATION FLOW PATHSTORMWATER MANAGEMENTINFILTRATION BASINDRAINAGE AREAIMPERVIOUS AREATPTPSFSFLODLODPROJECT AREA FORBUA = 0.665 ACRESWWDRAINAGE AREA 1:TOTAL AREA: 9395 SFIMPERVIOUS AREA: 3791 SFDRAINAGE AREA 2:TOTAL AREA: 6040 SFIMPERVIOUS AREA: 2720 SFDRAINAGE AREA SUMMARYSWM INFILTRATION BASIN #1:SURFACE AREA: 131 SFDEPTH: 4.67 FTEISA STORM VOLUME: 115 CFEISA VOLUME PROVIDED: 157CFSWM INFILTRATION BASIN #2:SURFACE AREA: 174 SFDEPTH: 4.67EISA STORM VOLUME: 104 CFEISA VOLUME PROVIDED: 208 CFSWM SUMMARYDISTURBED AREA: 0.665 ACRAINFALL DEPTH: 1.8 INEXISTING CN: 36PROPOSED CN: 55EISA VOL. SITE TARGET: 8 CFEISA VOL. PROVIDED: 365 CFEISA SUMMARY1PROJECT TOTAL DISTURBEDAREA = 2.832 ACRES1.THE PROJECT AREA (LOD) IS SHOWN ON THIS SHEET FORPURPOSES OF CALCULATING THE BUILT UPON AREA (BUA)FOR STORMWATER PERMITTING. FOR EROSION ANDSEDIMENT CONTROL PERMIT DISTURBANCE AREA(PROJECT DISTURBED AREA) SEE CG SHEETS.2.THERE ARE NO WETLANDS WITHIN THE LIMITS OFDISTURBANCE OR WITHIN THE VICINTY OF THE PROJECT ASSHOWN ON THIS PLAN.SHEET NOTESAREA STABALIZED WITHVEGETATION = 94,438 SF( 2.168 ACRES)STORMWATER CONTROL MEASURES 9/27/2018