HomeMy WebLinkAbout2022-02-25 Smith Social Hall Site PlansC-141COVER SHEET
CAD FILE: D:\CCS\Projects\2021\21012-Dan Smith Fuquay Varina\ LAYOUT: Cover
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Consulting Services, PLLCPROJECT NO.:ISSUED FORPERMITTINGJACJACN.T.S.2101202/25/2242 NEIL SMITH ROAD
FUQUAY VARINA, NORTH CAROLINA
KIPLING EVENT BUILDING KIPLING EVENT BUILDING42 NEIL SMITH ROADFUQUAY VARINA, NORTH CAROLINAFORNTSVICINITY MAPPREPARED FOR:DAN SMITH42 NEIL SMITH ROADFUQUAY VARINA, NORTH CAROLINASHEETDESCRIPTIONC-1 COVERC-2 EXISTING CONDITIONSC-3 SITE & UTILITY PLAND-1DETAILSCRUMPLERConsulting Services, PLLC2308 Ridge RoadRaleigh, North Carolina 27612Ph. 919-413-1704P-1533PREPARED BY:NOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BYMAULDIN-WATKINS SURVEYING, PA DATED MAY 25, 2021.2.THE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720064200J DATEDOCTOBER 3, 2006.3.ONSITE STREAMS OR WETLANDS HAVE BEEN IDENTIFIED WITHIN THEPROJECT OR PARCEL AS SHOWN.4.THIS DRAWING IS NOT FOR RECORDATION.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALLCITY OF RALEIGH STANDARDS AND SPECIFICATIONS.CALL 48 HOURSBEFORE YOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SITE PLANS
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EXISTING CONDITIONS PLAN
CAD FILE: D:\CCS\Projects\2021\21012-Dan Smith Fuquay Varina\ LAYOUT: Existing
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Consulting Services, PLLCPROJECT NO.:ISSUED FORPERMITTINGLEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING ABUTTING PROPERTY LINEEXISTING EDGE OF PAVEMENTEXISTING CONTOUR MAJOREXISTING CONTOUR MINOREXISTING SANITARY SEWEREXISTING WATER MAINEXISTING STORM SEWEREXISTING CATCH BASINEXISTING STORMWATER MANHOLEEXISTING SANITARY SEWER MANHOLENORFOLK & SOUTHERN R.R.100' PUBLIC R/WNEIL SMITH ROAD60' PUBLIC R/W
KIPLING CHURCH ROAD60' PUBLIC R/WEXISTING5,013 SFBUILDING100.00'C-242JACJAC1" = 20'2101202/25/22N0202010SCALE: 1 INCH = 20 FEET42 NEIL SMITH ROAD
FUQUAY VARINA, NORTH CAROLINA
KIPLING EVENT BUILDING EXISTING PARKING AND DRIVEWAYEXISTING CONCRETEEXISTINGGRAVELTO BEREMOVEDEXISTING DRIVETO REMAINEXISTING CANOPYENCROACHMENTTO REMAINAPPROXIMATE LOCATIONOF EX. WATER MAINCONTRACTOR TO VERIFYLOCATION AND SIZEEX. OVERHEAD UTILITIESEX. CONCRETE PAVEMENTAND SIDEWALKTO BE REMOVEDEX. 58" WATER METER AND SERVICETO BE REPLACEDEX. UTILITY POLE21.62'EX. EOP35.00'FRONTSETBACK25.00'REARSETBACKEX. EDGE OF PAVEMENT60.00'EX. ROW60.00'EX. ROWEXISTING CENTERLINEOF RAILROADNOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BYMAULDIN-WATKINS SURVEYING, PA DATED MAY 25, 2021.2.THE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720064200J DATEDOCTOBER 3, 2006.3.ONSITE STREAMS OR WETLANDS HAVE BEEN IDENTIFIED WITHIN THEPROJECT OR PARCEL AS SHOWN.4.THIS DRAWING IS NOT FOR RECORDATION.10.00'SIDE SETBACK10.00'SIDE SETBACKEXISTING DRIVETO REMAIN
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C-343SITE & UTILITY PLAN
CAD FILE: D:\CCS\Projects\2021\21012-Dan Smith Fuquay Varina\ LAYOUT: Site
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Consulting Services, PLLCPROJECT NO.:ISSUED FORPERMITTINGLEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING ABUTTING PROPERTY LINEEXISTING EDGE OF PAVEMENTJACJAC1" = 20'EXISTING CENTERLINE OF STREAMEXISTING TOP OF STREAM BANKEXISTING 50' RIPARIAN BUFFER2101202/25/22EXISTING EASEMENTPROPOSED SIDEWALKPROPOSED ROADWAYN0202010SCALE: 1 INCH = 20 FEET42 NEIL SMITH ROAD
FUQUAY VARINA, NORTH CAROLINA
KIPLING EVENT BUILDING
NORFOLK & SOUTHERN R.R.100' PUBLIC R/WNEIL SMITH ROAD60' PUBLIC R/W
KIPLING CHURCH ROAD60' PUBLIC R/WEXISTING5,045 SFBUILDINGPROPOSEDGRAVELPARKINGPROPOSEDPARKING100.00'PROPOSED PAVED PARKINGPROPOSED GRAVEL PARKINGPROPOSED SIDEWALKNORFOLK & SOUTHERN R.R.100' PUBLIC R/WNEIL SMITH ROAD60' PUBLIC R/W
KIPLING CHURCH ROAD60' PUBLIC R/WEXISTING5,013 SFBUILDING100.00'EXISTING DRIVETO REMAINEXISTING CANOPYENCROACHMENTTO REMAINAPPROXIMATE LOCATIONOF EX. WATER MAINCONTRACTOR TO VERIFYLOCATION AND SIZEEX. OVERHEAD UTILITIESPROPOSED 1.5"WATER METER AND SERVICEEX. UTILITY POLE21.62'EX. EOP35.00'FRONTSETBACK25.00'REARSETBACKEX. EDGE OF PAVEMENT60.00'EX. ROW60.00'EX. ROWEXISTING CENTERLINEOF RAILROAD24.00'9'TYP.18'TYP.30'22.72'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R10.00'R10.00'R5.00'R5.00'24.00'PROPOSED SEPTIC AREA(DESIGN AND LAYOUT BY OTHERS)PROPOSED REPAIR SEPTIC AREA(DESIGN AND LAYOUT BY OTHERS)EXISITNGSIDEWALKPROPOSED SEPTIC TANKBY OTHERSPROPOSED HVAC UNITSSUMMARY INFORMATIONDEVELOPMENT NAME: KIPLING EVENT BUILDINGSITE ADDRESS: 42 NEIL SMITH ROAD FUQUAY VARINA, NORTH CAROLINAPIN NUMBER: 0652-39-5267JURISDICTION: HARNETT COUNTYCURRENT ZONING DISTRICT: RA-30PROPOSED ZONING DISTRICT: COMMERCIALTOTAL ACREAGE: 1.30 ACRES (56,628SF)TOTAL EXISTING IMPERVIOUS SURFACE: 11,242SF (19.85%)TOTAL PROPOSED IMPERVIOUS SURFACE: 17,708 (31.28%)MAXIMUM ALLOWABLE IMPERVIOUS SURFACE: 36%TOTAL NET EXISTING BUILDING: 5,013SFTOTAL NET PROPOSED BUILDING: 5,013SFBUILDING SETBACKS:FRONT-35'SIDE-0'REAR-25'PARKING CALCULATIONS:REQUIRED PARKING: 1 SPACE PER 200 GROSS FLOOR AREATOTAL REQUIRED PARKING SPACES: 25 SPACESTOTAL PROVIDED PARKING SPACES: 29 SPACES (2 ADA VAN ACCESSIBLE)OWNER/DEVELOPER:DAN SMITH42 NEIL SMITH ROADFUQUAY VARINA, NORTH CAROLINAENGINEER:CRUMPLER CONSULTING SERVICES, PLLCCONTACT: JOSH CRUMPLER, PE2308 RIDGE ROADRALEIGH, NC 27612(919) 413-170418.00'9.00'9.00'NOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BYMAULDIN-WATKINS SURVEYING, PA DATED MAY 25, 2021.2.THE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720064200J DATEDOCTOBER 3, 2006.3.ONSITE STREAMS OR WETLANDS HAVE BEEN IDENTIFIED WITHIN THEPROJECT OR PARCEL AS SHOWN.4.THIS DRAWING IS NOT FOR RECORDATION.EXISTING DRIVETO REMAINPROPOSED ROLL OUTSOLID WASTE STORAGELOCATIONEXISTING 6" STEP INSIDEWALKPROPOSED ADARAMPPROPOSED FIRE HYDRANT ASSEMBLYTO BE INSTALLED BY HARNETT COUNTYPROPOSED BOLLARDS(TYP.)APPROXIMATE LOCATIONOF EX. WATER MAINCONTRACTOR TO VERIFYLOCATION AND SIZE
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C-454LANDSCAPING PLAN
CAD FILE: D:\CCS\Projects\2021\21012-Dan Smith Fuquay Varina\ LAYOUT: Landscaping
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Consulting Services, PLLCPROJECT NO.:ISSUED FORPERMITTINGLEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING ABUTTING PROPERTY LINEEXISTING EDGE OF PAVEMENTJACJAC1" = 20'EXISTING CENTERLINE OF STREAMEXISTING TOP OF STREAM BANKEXISTING 50' RIPARIAN BUFFER2101202/25/22EXISTING EASEMENTPROPOSED SIDEWALKPROPOSED ROADWAYN0202010SCALE: 1 INCH = 20 FEET42 NEIL SMITH ROAD
FUQUAY VARINA, NORTH CAROLINA
KIPLING EVENT BUILDING
NORFOLK & SOUTHERN R.R.100' PUBLIC R/WNEIL SMITH ROAD60' PUBLIC R/W
KIPLING CHURCH ROAD60' PUBLIC R/WEXISTING5,045 SFBUILDINGPROPOSEDGRAVELPARKINGPROPOSEDPARKINGPROPOSED PAVED PARKINGPROPOSED GRAVEL PARKINGPROPOSED SIDEWALKNORFOLK & SOUTHERN R.R.100' PUBLIC R/WNEIL SMITH ROAD60' PUBLIC R/W
KIPLING CHURCH ROAD60' PUBLIC R/WEXISTING5,013 SFBUILDINGPROPOSED SEPTIC AREA(DESIGN AND LAYOUT BY OTHERS)PROPOSED REPAIR SEPTIC AREA(DESIGN AND LAYOUT BY OTHERS)EXISTING DRIVETO REMAIN15.00'TYP. ABUFFEREXISTING DRIVETO REMAINLANDSCAPING REQUIREMENTSTYPE 'A' BUFFERREQUIREMENT: 1 SHRUB PER 4'-6'LF=170LF/25LF=8 SHRUBS1 SHADE TREE PER 30LF=170LF/30LF=6 TREESKEYQUA.BOTANICAL NAMECOMMON NAMEHEIGHTSPREADROOTCALIPERSHADE TREESNO6QUERCUS NUTTALLIINUTTALL OAK10'B&B2"SHRUBSWH30LONICERA FRAGRANTISSIMAWINTER HONEYSUCKLE18"5 GAL.15.00'TYP. ABUFFER
D-144DETAILS
CAD FILE: D:\CCS\Projects\2021\21012-Dan Smith Fuquay Varina\ LAYOUT: Details
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Consulting Services, PLLCPROJECT NO.:ISSUED FORPERMITTINGJACJACN.T.S.2101202/25/2242 NEIL SMITH ROAD
FUQUAY VARINA, NORTH CAROLINA
KIPLING EVENT BUILDING PAVEMENT SECTIONNO SCALE6" COMPACTED SUBGRADE6" NCDOT TYPE ABC;AGGREGATE BASE COARSE2" NCDOT TYPE SF9.5ABITUMINOUS SURFACE COARSENOTES:1. WATER METER AS MANUFACTURED BY SENSUS, OR SCHLUMBERGER. 2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN 16" LINE,3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVEDEASEMENT ADJACENT TO R/W.4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BEUSED TO ADJUST TO GRADE. COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES.5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1-1/4" STEELUPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FORCURB STOP OPERATION.CONCRETE BRICKUNDER CORPORATIONCOCK FOR SUPPORTCORPORATION COCKMAINBRASS CURB STOP45BACKFILL, TAMPEDIN 6" LIFTS3" #67 STONELOCKABLE VALVE TOP OF VALVE NEEDSTO BE 12" BENEATHTOP OF METER BOX LID.SIDEWALKROADWAYCURB STOP BOX12"SEE DETAIL W-25FOR METER BOXPLUG LOCK5/8" METERDUAL CHECK VALVEBACKFLOW PRE-VENTION DEVICESTANDARD 3/4"OR 1" SERVICESIZEUNDISTURBED SOIL 3' TYPE K SOFT COPPER,CRIMP SERVICE AT END5/8"x 12" COPPERSETTER METER YOKESET BOX ON CONCRETE BLOCKS3/4" OR 1" TYPE "K"SOFT COPPER PIPE,NO JOINTS ORCOUPLINGSCONCRETE SIDEWALKNO SCALENOTES:1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTH OF RADIUSCURB RETURNS), AND IN THE HANDICAP RAMPS.0.02'/FTPROPOSED SIDEWALKRIGHT OF WAY LINEGRASSED UTILITY STRIP2'-6" CURB AND GUTTERPLAN VIEWTRANSVERSE EXPANSION JOINTTYPICAL SECTION5'-0"5'-0"VARIES5'-0"MAXIMUM GRASSED UTILITY STRIP2'-6" CURBAND GUTTERPROPOSED SIDEWALK(CONCRETE 3,000 P.S.I.)COMPACTED TO A DENSITYOF NO LESS THAN 95%4"1/2"1/4"SIDEWALK SURFACEJOINT FILLER18" RADIUSCURB RAMPNO SCALEMIN. DROPCURBCURBTRANSITIONMIN. RAMPWIDTHNOTES:1.RAMPS WITH FLARED SIDES WILL BE USED WHEN NEEDED FOR PEDESTRIAN CIRCULATION (SEE DETAIL ABOVE).2.RAMPS WITH RETURNED CURB WILL BE USED WHEN FLARED SIDES ARE NOT NEEDED FOR PEDESTRIAN CIRCULATION (SEE DETAIL BELOW).3.DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR.4.DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT SEQUENCE.* RAMP WIDTH WILL MATCHSIDEWALK WIDTHCURBTRANSITIONBASECTION A-AISOMETRIC VIEWSECTION D-DSECTION C-CCCDDDETECTABLE WARNINGDOMES12" EXPANSION JOINTDETECTABLEWARNINGSURFACE5'4'5'2'-0"BASE DIAMETER0.9"R TO 1.4"RTOP DIAMETER 50-65%OF BASE DIAMETER0.65 MIN.1.6"-2.4"0.2"SIDEWALKTOP OF CURBGUTTER12:1 MAX. SLOPE4' MIN *2'12" EXPANSION JOINTDETECTABLEWARNINGSURFACECONSTRUCTROUNDEDCORNERSEXISTING, PROPOSED, ORFUTURE SIDEWALK (5' STD.)2' DETECTABLEWARNING SURFACE12:1 MAX. RAMP SLOPE4"TOP OF CURBGUTTER6" CURB6" CURB4'SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVERADVERSE SOIL CONDITIONS, IF AVAILABLE.2.RIP THE ENTIRE AREA TO SIX INCHES DEEP.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVINGSURFACE REASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER AN SUPERPHOSPHATE UNIFORMLYAND MIX WITH SOIL (*SEE BELOW).5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORMSEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITHSEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS ORRESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULDBE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME,FERTILIZER AND SEEDING RATES.*APPLY:a.AGRICULTURAL LIMESTONEa.a.LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE, OR PER SOIL TESTa.b.HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE, OR PER SOIL TESTb.FERTILIZER - 10-10-10 ANALYSIS @ 900 LBS/ACREc.SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSISd.MULCH - 2 TONS (+/- 80 BALES) STRAW/ACREe.ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE OR EMULSIFIED ASPHALT @ 300 GALS/ACRE OR WOOD & PAPER FIBER HYDROMULCHES @ 125-175 LBS/ACRE OR GUAR AND STARCH BASED TACKIFIERS @ 100-200 LBS/ACRE OR CRIMPING/PUNCHING W/ BLADES SPACES @ MAXIMUM 8"CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FORADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OFDENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELLUNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.*NURSE CROP/TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FORDESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROWOVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.GROUND STABILIZATION (DWQ)SITE AREA STABILIZATION EXCEPTIONSDESCRIPTION TIME FRAMEPERIMETER DIKES 7 DAYS NONESWALES, DITCHES,AND SLOPESHIGH QUALITY 7 DAYS NONEWATER (HQW)ZONESSLOPES STEEPER 7 DAYS IF SLOPES ARE 10' ORTHAN 3:1 LESS IN LENGTH AND ARE NO STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPESFLATTER GREATER THAN 50' IN LENGTHALL OTHER AREAS 14 DAYS NONE (EXCEPTWITH SLOPES FOR PERIMETERSFLATTER THAN 4:1 AND HQW ZONES)SEEDING SCHEDULENO SCALE9.5' TYP.8' TYP. VANACCESSIBLE18' TYP.ADA SIGN AND POST (SEE DETAIL)TYPICAL ADA STALLNO SCALERESERVED*VANACCESSIBLE*PARKING ACCESSIBLE SPACES)INCREASE TO 84" WHENPEDESTRIAN PATH FROMCAR TO WALK PASSES BYOR UNDER SIGN.WHITE BACKGROUNDWHITE SYMBOLBLUEGREENR7-81"18"12"60"
6"WHITE BACKGROUNDGREENR7-8P (ONLY AT VAN