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Home My WebLink AboutSW1191201_Plan (Prop. Site)_20200518XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCLASSROOMBUILDING119411801187120212181198118111961174118611951199120412041214121212121209 12241156 116211631198118011941 2 1 41226 12 4 1 12311196124812281212119712221206122 8 12271228122512231219121912201230122 912261222121912 1 812131207120012121216121812171218 1 2 2 9 1231123012281226122612271229123012291230122712281225122612341 2 1 71219 122612241228122912381236123412221202119 4 11 9 1 122211991 1 9 6 1 2 0 9 122212061213122011961202120912121188119412011198119011901185117911981205121712191225123012351234 12111206121012151237 12371219121712071205 12011195 1190118811841183118811901206120211961190 118211781170120512091210121012131238123712351232120912041207120212051197120211951200119512001190119011951188119312001170117511881192119712031205120712151203122312271233 1221122012221223122412241225122512351208 1206123212 3 1 12 2 9 12 2 81229 122812311235122912271229123512301228122812271225122412231221 1 2 3 1 1209120812061204120312011199119611941193119111891186118512401245124712151225121012051200119512331232123112291228122712261225122412231221122012191218121712161215121412131211 1212 1 2 1 0 1 2 0 8 1 2 0 7 1 2 0 6 1 2 0 5 1 2 0 4 1 2 0 3 1 2 0 2 1 2 0 1 1 2 0 0 1226122712281224122312221221121912181217121612141212121112091208120712041203120212011199124512401235123012251220121512101206WSSSANSANSANOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSUFOUFOUGTWWUGTUGTUFOUGTUGTUGTUGTUGTUGTUGTUGTUGTXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT WWWWTTXXGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSGGGGGUGTUGTUGTUGTWWXUCATVUCATVS1 STORYMOBILETRAILERDUKEENERGYPROGRESSSUBSTATION~DoC1-STORYBRICKBUILDINGWESTERN AVE(60-FT NCDOT ROW)DoCOFFICETRAILEREX.BASKETBALLCOURTSTORAGEBUILDINGSTORAGEBUILDINGHVAC (2)HVAC (2)EX.1-STORYFRAMEBUILDINGEX.1-STORYTELECOMBUILDINGEX. 8" DIPEX.BASKETBALLCOURTDoC1-STORYBRICKBUILDINGDoC1-STORYBRICKBUILDINGDoC1-STORYBRICKBUILDINGDoC1-STORYBRICKBUILDINGDoC1-STORYBRICKBUILDINGDoC1-STORYBRICKBUILDINGSTORAGEBUILDINGSANSANSANSANSANSANSANWUFOWWWWWWWWWWWWWWWWWWWWWXOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION L IM ITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEXISTINGPAVILIONR/W LINEOHPOHPOHPOHPPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINECONSTRUCTIONLIMITSOWNER INFORMATIONROSS, CHRISTOPHER;ROSS, CYNTHIA WPIN NO. 2701345209STATE OF NORTH CAROLINAB.M. 1133, PG. 891OWNER INFORMATIONGOINS, JOSHUA RPIN NO. 2701547620STATE OF NORTH CAROLINAB.M. 2394, PG. 576N29°59'04"W977.98'N66°39'04"W 1810.00'RDRDRDDDRDRDRD12241209 12071196119812041202119412011199121211911212 119212141216 12121212 1213121812111213121212161217121812171217 1 2 2 312231219D DRDRDRDRDRDRDRDRDRDRDRDRDRDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1225122512101225 122512201220122012301225121312271213 12241238 1222122412221211 12271226122112191229123212211223122712271226122812351220122312331227122312301225 RDRDRD1209 DD122012171218122112101214121512131214 1220 1 2 2 612251222122312201221122412241226 1 2 2 6 12261 2 2 7 1 2 2 8 123012291229 13301 2 2 6 12151212 12311232122712261226 1225 1227 1227122612251224 122512261226122612261226 1225 1226 1226 1225 122 6 1 2 2 6 1 2 2 6 12261226122612261225122412231222122112201219122012201219122012191219122 1 122 2 122 3 122 4 12191218 12181219122012191 2 2 5 1 2 2 4 1 2 2 3 12 2 2 1221 1 2 2 5 1 2 2 4 1 2 2 3 1222121912151216 1 2 2 51224 122512261 2 2 612251223 1224122412211222121912181218122012191217121812191220122112221223122412251219122012211222122412251218121812231216121512141213121212111210121312121211 12141213121612171216121212091208 11991198119711961195119412101205 1202 1215120112101205119612001202119612001205120812081205120011951190 1208 1177120212011195118511801190120012051208120512081208120512001202122012181220122012191218 1 2 2 6 1 2 2 6 1 2 2 6 12 2 6122512241224 1227 1227 122712291228 1226 1226 1226 1226 1226 1226 1217 122612261 2 2 6 122612251221122412231222122412231222122212231215121412131212121112101209120812071206120512051213121212111214121512241218121 912171212 1 2 2 9 122512101210 122112221224122512251222122712261228121512101205121512101207120312041205 1200120112021203120412051206120712051200 119512001190 119511901185 1226 1205 1210 1215 1220 1226122512241224122012 0 5 1 2 0 0 12211220121512131224122312211225 1 2 1 01215 1224 1225 1226 1227 1228 12 2 0 12 1 5 12 1 0 12 0 5 120 0 11 9 7 122712271227 1227 122212211223 1222 122112251226122312221221122012151210120511981205121012151220122612261 2 2 6DD D122612261201120111971200119712001196SANSAN SANSANSANSANSANSANSANSANSANSANS A N W6''W6''WGGGGGGGWSANWUCATVUFOUFOGUGPUGPSANSANSANSANSANSANSSSS2" GAS SERVICES8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W 6''W 6'' W 6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WOHPOHPOHPOHP8''W8''W8''W8''W8'' W 8''W 8'' W 8''W8''W8''W8''WWSAN6''WSSSSSSSSSANSANSANSSSSWESTERN AVE(60-FT NCDOT ROW)N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R S E A LN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y, I I ISheet Number:Date:Drawn by:Project Number:2020 APR 07FSRevisionsNo.DateNC LICENSE NUMBER C-1652 Timmons Group Attn: Frank Slinsky, PE 5210 Trinity Road; Suite 102 Raleigh, NC 27607 Phone: 919.866.4505 Fax: 919.859.5663 DPS - NORTH CAROLINA NATIONAL GUARD MORGANTON REGIONAL READINESS CENTER (NC CONNECT) SCO#: 16-14394-02B Phase II: New Construction MILCON Project #: MDT714 5155 Western Avenue, Morganton, NC 286551711-B2020 FEB 1222020 APR 073C4.0OVERALLGRADING &DRAINAGE PLANSCALE 1"=50'100'50'0N A D 8 3 AREA 'A': DRAWING C4.1DoC MAINTENANCE ANDLAUNDRY BUILDINGUNHEATED STORAGEBUILDINGDETACHED GENERALPURPOSE TRAININGBAYWASHBAYWETPONDSCMMORGANTONREGIONALREADINESSCENTERMOVPARKINGLOTPOV PARKING LOTPOVPARKINGLOTFUTUREADDITIONFUTUREADDITIONGUARDLOADING RAMPSEXISTSHELTERFUTURE HELIPADFUTURE PT FIELD HOUSEPT TRACKAREA 'C': DRAWING C4.3AREA 'B': DRAWING C4.2AREA 'D': DRAWING C4.4FUTUREWEAPONSCLEANINGMOVPARKINGLOTFUTUREADDITIONENTRYPLAZADISPLAYPAD KEY NOTESNOTESABBREVIATIONSWGXUGPUGTUFOSANRDWUGPXUGTGUCATVUFOSANRDFHCOLPMHPPFHDIDWVSDMHLPPPMHDICOWVSDDMHLEGENDINLINE DRAINTRENCH DRAINCAST IRON DOWNSPOUT BOOTAND PIPE CONNECTIONSTANDARD CLEANOUT1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHASTANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER),PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY.MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE.DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/ORTHEIR OWNER'S ONGOING OPERATIONS.3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROMTHE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVEBEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THETO EACH PAY APPLICATION.4.OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,OFF-HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.5.DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTIONAND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILESAND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THELAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBINGACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THESAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBINGACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTIONCONTROL ACT.6.SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FORREQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITYINSTALLATION.7.REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITEAND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.8.MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT INACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTEDBY THE NCDEQ AND CIVIL ENGINEER.9.FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURESFOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSHOUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.10.IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.PROVIDE DOCUMENTATION ON THE TOPSOIL.11.ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%.12.ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPEIN ANY DIRECTION.13.INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TOCROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.14.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESSINDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.15.PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOFDRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC).16.JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERECONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARDSURFACES.17.REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.18.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALLUTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENTBASIN.19.REFER STORM SEWER SCHEDULE ON DRAWING C7.2.20.FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE ISNO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB).STORM SEWER TRENCHESCONCRETE DROP INLETDRAINAGE MANHOLEFLARED END SECTIONTC = TOP OF CURB ELEVATIONBC = BOTTOM OF CURB ELEVATIONTS = TOP OF STEP ELEVATIONBS = BOTTOM OF STEP ELEVATIONTW = TOP OF WALL ELEVATIONBW = BOTTOM OF WALL ELEVATIONEP = EDGE OF PAVEMENT ELEVATIONFG = FINISH GROUND ELEVATIONFFE = FINISH FLOOR ELEVATIONRCP = REINFORCED CONCRETE PIPE6" DIP = DUCTILE IRON PIPEPVC = POLYVINYL CHLORIDE PIPESCH = SCHEDULEHP= HIGH POINT ELEVATIONLP = LOW POINT ELEVATIONSW = SIDEWALK ELEVATIONFL = FLOW LINETH = TOP OF HOODTG = TOP OF GRATETL = TOP OF LIDCONCRETE ENDWALL (WITHEXTENDED WINGWALLS)CONCRETE CATCH BASINPERFORATED UNDERDRAINSTORM PIPEFENCEGAS LINEPOWER LINETELEPHONE LINEWATER LINEFIBER OPTIC LINECABLE TV LINELIGHT POLESITE BOLLARDUTILITY POLESANITARY SEWER MANHOLEDROP INLETFIRE HYDRANTWATER VALVETELECOM BOXSANITARYSEWER LINESTORM SEWER MANHOLECLEANOUT (SANITARY ORSTORM)ROOF DRAIN PIPETHRUST BLOCKINGSANITARY SEWER STRUCTURE ID:CONSTRUCTION LIMTSEXISTINGPROPOSEDDRAINAGE STRUCTURE ID:A1A12C8.103C8.104C8.105C8.106C8.107C8.108C8.109C8.106C8.97C8.91C8.10SANSANSANSANSANSANSANSANSANSANSANSANW6''W6''W6''WGGGGGGGGGGGG8" SCH 40 PVC 8" SCH 40 PVC 8" SCH 40 PVC8" SCH 40 PVC8" SCH 40 PVC SANSANSANSANSANSANSANSANSANSANSANSANSANSSSS8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6'' W 6''W 6'' W 6''W6''W6''W6''W6''W6''W6''W6''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8'' W 8''W8''W8''W8''W8''W8''WUGPUGPUGPU G P U G P U G P U G P UGPEEU G P U G P U G P UGPUGP6''WSSSEEEEETTEETEETTTTEEUGPUGPUGPEU G P UGPUGPWSSANSANSANSANSANSANSANSW11941180118712021218119811811196118611951199120412041212 1212120912241156 1198118011941 2 1 41226 12 4 1 123111961248122812121222122 81228 122512231219121912201230122 91226122212191 2 1 81213120712001 2 1 8 12 2 9 12311228122911901188118411831188119012021196119011821178120512091210120412071202120511971202119512001195120011901190119511881193120011701175118811921197120312051207 12291235123012281228122712251224122312211209120812061204120312011199119611941193 1191118911861185124012451247124512401235123012251220121512101206OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEX. 12" DIPEX. 12" DIPEX. 12" DIPL48L47L46L45L44L43L42L41L40L39L38L37L36L35L34L33L32L31L30L28L27L26L25L24L23L22L21L20L19L18L17L16WWWWWWWWWWWWWWWOODSWOODSCONSTRUCTION LIMITSCONSTRUCTION LIMITS CONSTRUCTION L IM ITSR/W LINECLEARING LIMITCLEARING LIMITCONSTRUCTIONLIMITSUNHEATED STORAGE BUILDINGFFE:1227.00'SERVICEAREAPATIOXXXXXXXXMOV LOTPOV LOTFUTURE 30'x40'WEAPONSCLEANINGBUILDINGPATIOPOV LOTMORGANTONREGIONALREADINESS CENTERFFE: 1227.00TOTALPOV SPACES(506 CAR SPACES AND8 MOTORCYCLE SPACES)WET PONDSTORMWATER CONTROL MEASURE(REFER TO C4.1, 6.1, 8.14)FUTURE BUILDINGADDITIONFUTURE BUILDINGADDITIONENTRYPLAZASERVICEVEHICLEPARKINGAREADUMPSTERAREARDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPRDRDRDD10' WIDE EMBANKMENT ELEVATION 12086' WIDE AQUATIC BENCH (SEE C6.1)6' WIDE AQUATIC BENCH (SEE C6.1)FOREBAY145' LF OF 24" BARREL @ 17.2% SLOPER C PRCPRCPRCPRCPRCP RCPRCPRCPRCPRCP RCP RCPRCPRCPRCPRCPR C P8" SCH. 40 PVCRCPRCP1 0 " D I P RCPRC P RCP 8" D IP SCH. 40 PVC6" D I P 8" DIPRCP10" SCH. 40 PVC 12" DIP1 0 " D I P 8" S C H . 4 0 P V C8" SCH. 40 PVC8" SCH. 40 PVC8" SCH. 40 PVC8" SCH. 40 PVC8" SCH. 40 PVC12" DIP6" DIP6" SCH. 40 PVC10" SCH. 40 PVC8" S C H . 4 0 P V C 8" SCH.40 PVC8" S C H . 4 0 P V C 8" S C H . 4 0 P V C 8" S C H . 4 0 P V C 8" S C H . 4 0 P V C 12" DIP1220121712181221122 0 1 2 2 61225122212231220122112241 2 2 4 12261 2 2 6 1215 1225 1 2 2 6 1 2 2 6 12261226122612261225122412231222122112201219122012201219122012191219122 1 122 2 122 3 122 4 121 9 121 8 12181219122012191 2 2 5 1 2 2 4 1 2 2 3 1 2 2 2 1 2 2 1 1 2 2 5 1 2 2 4 1 2 2 3 122 2121912151216 1 2 2 51224 122512261 2 2 612251223 1224122412221220121911991198119711961195119412101205 1202 1215120112101205119612001202119612001205120812081205120011951190 1208 1177120212011195118511801190120012051208120512081208120512001202 1220121812201 2 2 0 1 2 1 9 1218 1 2 2 6 1 2 2 6 1 2 2 6 12 2 6122512241224 1217 122612261 2 2 61221 12 2 4 1223 1222 1224122312221222122312151214121312121211121012091208120712061205120512131212121112141210 12211222122412251222121512101205121512101207120312041205 120012011202120312041205119512001190 119511901185 122612261 2 2 6 6" SCH 40 PVC ROOFDRAIN INV: 1220.0010" SCH 40 PVC ROOFDRAIN INV: 1220.0010" SCH 40 PVC ROOFDRAIN INV: 1220.00DDEXTEND DRAIN LINE TOELEVATOR PIT UNDERDRAININV OUT: 1222.88" DIP INV IN: 1216.28" PVC INV IN: 1219.78" DIP INV OUT: 1217.3SEASONAL HIGHWATER TABLEBELOWELEV 1192.006" DIPDEWATERINGPIPE (REFER TOSHEET C8.14)10' WIDEEMERGENCYSPILLWAYELEV = 1206.5BARREL INV ELEV = 11716" D I P 1 0 " D I P D122612266' WEIRELEV = 1200WETPOND SCMNORMAL POOL ELEV = 1201.5BOTTOM SUMP ELEV = 1196(SEE SHEET C8.14)120112011197120011971200 7C8.10A4Y9B12B5A9A3B8Y4B4A8Y10B13Y6B26C8.96C8.96C8.96C8.96C8.96C8.96C8.96C8.96C8.97C8.10Y57C8.107C8.101C8.101C8.107C8.107C8.103C8.103C8.10B36C8.9Y87C8.103C8.103C8.103C8.103C8.102C8.10TD-25 FT x 6.5 FT x 1 FTDEEP CLASS BRIPRAPTD-92C8.10A106C8.92C8.10TD-6TD-82C8.103C8.101C8.10B71C8.10B164C8.10A56C8.9A61C8.101C8.10A7C11C8.10F31C8.10F21C8.10G2F1G1Y7Y37C8.10Y2Y117C8.107C8.104C8.102C8.10TD-12C8.10TD-12 FTDEEPCLASS B RIPRAP2 FT DEEPCLASS BRIPRAP2C8.102C8.101C8.10B16ATD-4TD-3ALTERNATEC-1OUTLETSTRUCTURE2C8.10TD-4RETAININGWALL (SEESTAKING PLAN,SPOT GRADEPLAN, ANDDETAILS)8C8.108C8.108C8.107C8.10Y137C8.10Y147C8.10Y15PERMANENT OUTLETPROTECTION24" THICK CLASS 1 RIPRAPD50 13"5 FT x 6.5 FT x 1 FTDEEP CLASS ARIPRAP3C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.103C8.10A27C8.9EW2B14C8.10C1A4C8.101196 N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R S E A LN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y, I I ISheet Number:Date:Drawn by:Project Number:2020 APR 07FSRevisionsNo.DateNC LICENSE NUMBER C-1652 Timmons Group Attn: Frank Slinsky, PE 5210 Trinity Road; Suite 102 Raleigh, NC 27607 Phone: 919.866.4505 Fax: 919.859.5663 DPS - NORTH CAROLINA NATIONAL GUARD MORGANTON REGIONAL READINESS CENTER (NC CONNECT) SCO#: 16-14394-02B Phase II: New Construction MILCON Project #: MDT714 5155 Western Avenue, Morganton, NC 286551711-B2020 FEB 1222020 APR 0730SCALE 1"=30'60'30'NAD 8 3 C4.1GRADING &DRAINAGE PLANAREA 'A'MATCH LINE DRAWING C4.2MATCH LINE DRAWING C4.3 KEY NOTESNOTESABBREVIATIONSWGXUGPUGTUFOSANRDWUGPXUGTGUCATVUFOSANRDFHCOLPMHPPFHDIDWVSDMHLPPPMHDICOWVSDDMHLEGENDINLINE DRAINTRENCH DRAINCAST IRON DOWNSPOUT BOOTAND PIPE CONNECTIONSTANDARD CLEANOUT1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHASTANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER),PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY.MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE.DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/ORTHEIR OWNER'S ONGOING OPERATIONS.3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROMTHE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVEBEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THETO EACH PAY APPLICATION.4.OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,OFF-HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.5.DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTIONAND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILESAND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THELAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBINGACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THESAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBINGACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTIONCONTROL ACT.6.SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FORREQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITYINSTALLATION.7.REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITEAND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.8.MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT INACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTEDBY THE NCDEQ AND CIVIL ENGINEER.9.FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURESFOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSHOUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.10.IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.PROVIDE DOCUMENTATION ON THE TOPSOIL.11.ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%.12.ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPEIN ANY DIRECTION.13.INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TOCROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.14.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESSINDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.15.PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOFDRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC).16.JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERECONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARDSURFACES.17.REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.18.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALLUTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENTBASIN.19.REFER STORM SEWER SCHEDULE ON DRAWING C7.2.20.FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE ISNO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB).STORM SEWER TRENCHESCONCRETE DROP INLETDRAINAGE MANHOLEFLARED END SECTIONTC = TOP OF CURB ELEVATIONBC = BOTTOM OF CURB ELEVATIONTS = TOP OF STEP ELEVATIONBS = BOTTOM OF STEP ELEVATIONTW = TOP OF WALL ELEVATIONBW = BOTTOM OF WALL ELEVATIONEP = EDGE OF PAVEMENT ELEVATIONFG = FINISH GROUND ELEVATIONFFE = FINISH FLOOR ELEVATIONRCP = REINFORCED CONCRETE PIPE6" DIP = DUCTILE IRON PIPEPVC = POLYVINYL CHLORIDE PIPESCH = SCHEDULEHP= HIGH POINT ELEVATIONLP = LOW POINT ELEVATIONSW = SIDEWALK ELEVATIONFL = FLOW LINETH = TOP OF HOODTG = TOP OF GRATETL = TOP OF LIDCONCRETE ENDWALL (WITHEXTENDED WINGWALLS)CONCRETE CATCH BASINPERFORATED UNDERDRAINSTORM PIPEFENCEGAS LINEPOWER LINETELEPHONE LINEWATER LINEFIBER OPTIC LINECABLE TV LINELIGHT POLESITE BOLLARDUTILITY POLESANITARY SEWER MANHOLEDROP INLETFIRE HYDRANTWATER VALVETELECOM BOXSANITARYSEWER LINESTORM SEWER MANHOLECLEANOUT (SANITARY ORSTORM)ROOF DRAIN PIPETHRUST BLOCKINGSANITARY SEWER STRUCTURE ID:CONSTRUCTION LIMTSEXISTINGPROPOSEDDRAINAGE STRUCTURE ID:A1A12C8.103C8.104C8.105C8.106C8.107C8.108C8.109C8.106C8.97C8.91C8.10SANSAN8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W8''W8''W8''WWWWSANSANUGPUGPSANSANSAN6''WEETTEEUGPUGPUGPUGPUGPESS12281212119712221206122712311230122812261226122712291 2 0 9 1222120612131220119612021209121211881194120111981190119011851179119812051217122912271231 1215122512101205120011951 2 1 0 1 2 0 8 1 2 0 7 1 2 0 6 1226122712281224122312221221121912181217121612141212121112091208120712041203120212011199XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXL57WOODSWOODSOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCONSTRUCTION LIMITSCONSTRUCTION LIMITS PROPERTY LINEPROPERTY LINEPROPERTY LINECLEARING LIMITCLEARING LIMITOWNER INFORMATIONROSS, CHRISTOPHER;ROSS, CYNTHIA WPIN NO. 2701345209STATE OF NORTH CAROLINAB.M. 1133, PG. 891N66°39'04"W 1810.00'UNHEATED STORAGE BUILDINGFFE:1227.00'DETACHED GENERALPURPOSE TRAINING BAY FFE: 1228.00'WASH BAY FFE: 1227.00'FUTUREBUILDINGADDITIONXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXMOV LOTFUTURE HELIPADFUTURE BUILDINGADDITIONMOV LOTRDRDRDRDRDRDRDRDRDRDRDRDRDDRCP RCP6" DIP6" DIP RCPRCP6" SCH. 40 PVC6" SCH. 40 PVC8" SCH. 40 PVC6" SCH. 40 PVC12" DIP6" DIP6" DIP12271227 1227122612251224 1225122612261226122612261225 1226 1226 122512261226 12261226 1227 1227 1227 1226 1226 1226 1226 1226 12261226 1225 1226 1205 1210 1215 1220 1226122512241220121512131224122312251227 12271227 1227 1222122112261221122012151210120511981205121012151220B8B9B151C8.104C8.101C8.102C8.10TD-52C8.10TD-53C8.103C8.101C8.10B141C8.10D31C8.10E21C8.10E3E19C8.109C8.109C8.109C8.109C8.101C8.10B102C8.10TD-12C8.10TD-48C8.108C8.108C8.108C8.108C8.108C8.108C8.10RETAINING WALL(SEE STAKING PLAN,SPOT GRADE PLAN,AND DETAILS)COMPACT AREA WITHINDASHED LINES TO 95%STANDARD PROCTORDENSITY (ASTM D-698 )7.5 FT x 9 FT x 2 FTDEEP CLASS BRIPRAP3C8.103C8.103C8.103C8.103C8.103C8.10ALTERNATEA-6PLUGPIPE IFALT A-6NOTACCEPTEDN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R S E A LN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y, I I ISheet Number:Date:Drawn by:Project Number:2020 MAR 04FSRevisionsNo.DateNC LICENSE NUMBER C-1652 Timmons Group Attn: Frank Slinsky, PE 5210 Trinity Road; Suite 102 Raleigh, NC 27607 Phone: 919.866.4505 Fax: 919.859.5663 DPS - NORTH CAROLINA NATIONAL GUARD MORGANTON REGIONAL READINESS CENTER (NC CONNECT) SCO#: 16-14394-02B Phase II: New Construction MILCON Project #: MDT714 5155 Western Avenue, Morganton, NC 286551711-B2020 FEB 1222020 MAR 0430SCALE 1"=30'60'30'NAD 8 3 C4.2GRADING &DRAINAGE PLANAREA 'B'MATCH LINE DRAWING C4.1MATCH LINE DRAWING C4.3 KEY NOTESNOTESABBREVIATIONSWGXUGPUGTUFOSANRDWUGPXUGTGUCATVUFOSANRDFHCOLPMHPPFHDIDWVSDMHLPPPMHDICOWVSDDMHLEGENDINLINE DRAINTRENCH DRAINCAST IRON DOWNSPOUT BOOTAND PIPE CONNECTIONSTANDARD CLEANOUT1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHASTANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER),PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY.MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE.DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/ORTHEIR OWNER'S ONGOING OPERATIONS.3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROMTHE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVEBEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THETO EACH PAY APPLICATION.4.OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,OFF-HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.5.DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTIONAND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILESAND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THELAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBINGACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THESAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBINGACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTIONCONTROL ACT.6.SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FORREQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITYINSTALLATION.7.REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITEAND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.8.MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT INACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTEDBY THE NCDEQ AND CIVIL ENGINEER.9.FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURESFOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSHOUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.10.IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.PROVIDE DOCUMENTATION ON THE TOPSOIL.11.ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%.12.ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPEIN ANY DIRECTION.13.INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TOCROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.14.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESSINDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.15.PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOFDRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC).16.JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERECONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARDSURFACES.17.REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.18.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALLUTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENTBASIN.19.REFER STORM SEWER SCHEDULE ON DRAWING C7.2.20.FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE ISNO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB).STORM SEWER TRENCHESCONCRETE DROP INLETDRAINAGE MANHOLEFLARED END SECTIONTC = TOP OF CURB ELEVATIONBC = BOTTOM OF CURB ELEVATIONTS = TOP OF STEP ELEVATIONBS = BOTTOM OF STEP ELEVATIONTW = TOP OF WALL ELEVATIONBW = BOTTOM OF WALL ELEVATIONEP = EDGE OF PAVEMENT ELEVATIONFG = FINISH GROUND ELEVATIONFFE = FINISH FLOOR ELEVATIONRCP = REINFORCED CONCRETE PIPE6" DIP = DUCTILE IRON PIPEPVC = POLYVINYL CHLORIDE PIPESCH = SCHEDULEHP= HIGH POINT ELEVATIONLP = LOW POINT ELEVATIONSW = SIDEWALK ELEVATIONFL = FLOW LINETH = TOP OF HOODTG = TOP OF GRATETL = TOP OF LIDCONCRETE ENDWALL (WITHEXTENDED WINGWALLS)CONCRETE CATCH BASINPERFORATED UNDERDRAINSTORM PIPEFENCEGAS LINEPOWER LINETELEPHONE LINEWATER LINEFIBER OPTIC LINECABLE TV LINELIGHT POLESITE BOLLARDUTILITY POLESANITARY SEWER MANHOLEDROP INLETFIRE HYDRANTWATER VALVETELECOM BOXSANITARYSEWER LINESTORM SEWER MANHOLECLEANOUT (SANITARY ORSTORM)ROOF DRAIN PIPETHRUST BLOCKINGSANITARY SEWER STRUCTURE ID:CONSTRUCTION LIMTSEXISTINGPROPOSEDDRAINAGE STRUCTURE ID:A1A12C8.103C8.104C8.105C8.106C8.107C8.108C8.109C8.106C8.97C8.91C8.10SANSANSANSANSANSANSANSANSANS A N S A N S A N SANWGGWUCATVUFOUFO4" SCH 40 PVC 8" S C H 4 0 P V C BUILDING #1FFE:1225.734" SCH 40PVC3" TYPE - KCOPPER SERVICE(SEE PLUMBINGDRAWING)4" SCH 40 PVC SERVICEINV IN: 1222.80(SEE PLUMBING DRAWING)4" SCH 40 PVC SERVICEINV. IN 1222.80 (SEE PLUMBINGDRAWING)8" SCH 40 PVC COINV. 1222.70COINV. 1222.208" SCH 40PVCFIRETRUCK6" DIP6" DIPFIRETRUCKSANSANSANSANSW8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WOHPOHPOHPOHPOHP4" SCH 40PVC8''WUGPUGPUGPU G PESSSTTEEETTT TTTEU G PUGPUGPUGPUGPUGPUGP UGPEESS12041204121412121212 12161 2 1 8 121712251 2 1 71219 1226122412191211120612101215 1219121712071205 1201 1195119012101213120912 1 5 12031223 122112201222122312241224122512251208 1206OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXWWWWWUGT-RXXEX. 12" DIPEX. 12" DIPL31L30L29L28L27L26WWWWWWWWWWWCONSTRUCTION LIMITSWEX. 10" DIPXXXXXXXGUARDHOUSEPOV LOTPOV LOTRDRDRDRDRDDDDOHPOHPOHPOHPOHPOHPOHPOHP122512251210 122512251220122012201225121312271213 122412221224122212111 2 2 71226 122112191221122312 2 71227 122612281220 1223122712231225RDRD1209 RCPRCPRCPRCPRCPRCPR C P RCPRCPRCPRCPRCPRCP RCP8" SCH. 40 PVC12" SCH 40 PVC10"SCH 40 PVCRCPRCP6" SCH 40 PVC1210121412 1 5 1213 1 2 1 4 12221223122012211212 12261226 122512211222121912181218 121912171218121912201221122212231224122512191220122112221224122512181218122312161215121412131212121112101213 12121211 1214 1213 12 1 6 12171216 1212 1209120812251224122412241223122212221223120512051213121212111214 12151224121 8 121 9 1217 1212 122512101210 12251226120412051206120712051200 D8" SCH. 40 PVC8" DIP INV IN: 1216.26C8.96C8.91C8.10B5C2C4C6B2C96C8.96C8.96C8.96C8.9B36C8.9C76C8.92C8.10TD-62C8.10TD-72C8.10TD-71C8.10B76C8.9B6C86C8.91C8.10C121C8.10C56C8.9C3H16C8.9H26C8.9H36C8.9H46C8.9C10B116C8.99C8.10Y127C8.10Y17C8.108C8.107C8.9EW1ALTERNATEA-3PLUG PIPE IFALTERNATE A-3NOT ACCEPTEDB14C8.104.5 FT x 7.5 FT x 1 FTDEEP CLASS ARIPRAPSANSANUGPUGPCOINV. 1227.004" PVC (SCH 40) @ 1% SLOPE MINWYE CONNECTION TOEXISTING SEWER LATERAL4" PVC (SCH 40)MINIMUM 2-FT OFCOVER OVER TOPOF PIPEUGPE1229123012291230122712281225122612221202119 4 1 1 9 1 122211991 1 9 6 1 2 0 9123212311229122812291228123112331232123112291228122712261225122412231221122012191218121712161215121412131211 1212 1 2 1 0 1 2 0 8 1 2 0 7 1 2 0 6 1 2 0 5 1 2 0 4 1 2 0 3 1 2 0 2 1 2 0 1 1 2 0 0XXXXXXXXXXXX XXXXXXXXXXXXXL1WXOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPCONSTRUCTION LIMITSOHPOHPOHPOHPOHPOHPOHPOHPPROPERTY LINEOWNER INFORMATIONGOINS, JOSHUA RPIN NO. 2701547620STATE OF NORTH CAROLINAB.M. 2394, PG. 576N29°59'04"W977.98'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXMOV LOT1231 RCP1226 12261227122812301229 1229 133012311232122712261226 122912281 2 2 9122712261228 122412201 2 0 5 1 2 0 0 122112211 2 1 0 12151224 1225 1226 1227 1228 12 2 0 12 1 5 121 0 12 0 5 120 0 11 9 7 12271223 1222 122112251226122312222C8.10TD-51C8.10D2D19C8.107.5 FT x 9 FT x 2 FTDEEP CLASS BRIPRAP1C8.10C11N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R S E A LN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y, I I ISheet Number:Date:Drawn by:Project Number:2020 MAR 04FSRevisionsNo.DateNC LICENSE NUMBER C-1652 Timmons Group Attn: Frank Slinsky, PE 5210 Trinity Road; Suite 102 Raleigh, NC 27607 Phone: 919.866.4505 Fax: 919.859.5663 DPS - NORTH CAROLINA NATIONAL GUARD MORGANTON REGIONAL READINESS CENTER (NC CONNECT) SCO#: 16-14394-02B Phase II: New Construction MILCON Project #: MDT714 5155 Western Avenue, Morganton, NC 286551711-B2020 FEB 1222020 MAR 0430SCALE 1"=30'60'30'NAD 8 3 C4.3GRADING &DRAINAGE PLANAREAS 'C' & 'D'MATCH LINE DRAWING C4.2MATCH LINE DRAWING C4.3 (ABOVE) MATCH LINE DRAWING C4.3 (BELOW)MATCH LINE DRAWING C4.1AREA 'C'AREA 'D'