Hyman Robey, PC - USAMLS.net

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INV.CLDCUL. 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INV.70706.65G57946.90G71313.03G79377.26CLR6235 84490.00EDGEOF CREEK51303.91WDSLND/40475904.64DIT8159-99999.00lc8157-99999.00lc75897.24CLR79324.81DIT79347.40CLR79294.88DIT8168-99999.00lc8017-99999.00lc75914.656095 8309DIT6094 83084.604.47CUL. INV.CLD79364.72DIT71523.6132A*404 LINE51314.30WDSLND/40470057.08G79334.87DIT70067.527931CL7.5510F DIRT PATHCLR79304.93DIT79287.57CLR79264.97DIT8172-99999.00lc82080.00TP PT71066.95G70696.69G75934.79DIT75927.17CLR79257.60CLR8016-99999.00lc69854.52G79235.13DIT57877.28G75944.80DIT70087.47CL 10F DIRT PATH70806.97 70795.01CLD6.66TB79275.02DIT79227.47CLR69866.69G71362.21G75964.95DIT70076.998003 G-99999.00lc6236 84500.00EDGE OFCREEK70097.297920 CL 10F DIRT PATH5.29DIT8186-99999.00lc70427.20TB 70434.247041CLD7.21TB79245.17DIT75957.11CLR8018-99999.00lc70727.09G8156-99999.00lc75974.95DIT79197.32CLR8173-99999.00lc51323.58WDSLND/40469873.62G79215.32DIT57957.17G75995.10DIT79167.26CLR71532.8233A*404 LINE80128015-99999.00-99999.00lclc75987.04CLR70037.15G70107.45CL 10F DIRT PATH79175.45DIT707707570787.097.176.33TB 7076 TBBEGIN 7.09 CLDTB70117.48CL 10F DIRT PATH70747.16G76005.10DIT79185.47DIT70146.92G58007.19G51333.39WDSLND/40469894.25G70046.93G79107.30CLR79145.61DIT8185-99999.0070127911lc 7.645.67CL 10F DIRT PATHDIT8155-99999.00lc70717.02G79137.29CLR8014-99999.00lc76025.25DIT81870.007915lc5.62DIT76016.98CLR8174-99999.00lc76035.25DIT79125.67DIT7909 6087 83016088 8302 5.755.677.45 DITCLD6089 8303TOB7.46EOR6090 830479077.757.32CLRCLR6091 83057.69EOR6092 83067.717908 6093 8307TOB5.755.82DITCLD57867.13G71372.07G69885.62G70137.79CL 10F DIRT PATH70397.11 7040TB 4.56CLD70386.97TB8154-99999.00lc7605 6117 83315.33 5.216116DITCLD 83307.01TOB 6115 83296.57EOR6114 832876047.156.91CLRCLR6113 83276.82EOR6112 83267.047606TOB 6111 83255.335.02DITCLD7999-99999.00lc70736.81G70157.29G79047.31CLR79055.60DIT8184-99999.00lc58167.335818TB 4.45CLD 58177.23TB70166.90G57966.95G58287.27G8153-99999.00lc71542.6434A*404 LINE8011-99999.00lc8000-99999.00lc790679895.59-99999.00DIT lc8175-99999.00lc51343.23WDSLND/40476085.15DIT76077001 6.856.88 CLRG79025.45DIT69904.16G76095.18DIT8001-99999.00lc8010-99999.00lc79017.20CLR8013-99999.00lc79035.42DIT70327.38CL 10F DIRT PATH78995.30DIT70306.77G70027.04G78987.09CLR76114.98DIT8183-99999.00lc7035 703770346.696.836.56TB 7036 TBBEGIN CLD6.69TB76106.78CLR76125.03DIT8002-99999.00lc70177.22G57857.01G69913.82G79005.26DIT51377138 1.692.15 SWAMPG51353.16WDSLND/4047986-99999.00lc78965.15DIT57997.03G78956.98CLR71392.577155G2.3335A*404 LINE76144.80DIT76136.72CLR76154.88DIT78975.10DIT69923.86G7957-99999.00cld8009-99999.00lc69995.52G70186.54G79907991-99999.00 -99999.00lclc7988-99999.00lc8176-99999.00lc58207.26TB58194.58 5821CLD 7.13TB70286.56G78926.87CLR78937033 5.007.27 DITCL 10F DIRT PATH8182-99999.00lc51363.63WDSL58277.13G686T61 8361 833.93.799CLCU-99lc784.9DIT76G5837.3G100NREFERENCENOW168CHES.& ALB. RRSR 1229SR 1222SITEVICINITY MAPNTSGRAPHIC SCALE#1000OR FORMERLYRAYMOND LEE JONESD.B. 259, PG. 31ZONING:( IN FEET )1 inch = 100 ft.LEGENDRSHINGLELANDING50 100 200BENCHMARKSET IRONFOUNDREBARMONUMENTCONCRETE MONUMENT9.50 REQUIRED LOT ELEVATIONS08°41'22"EL39102.01'CALCULATEDSTREETWETLANDSBOUNDARY LINEPROPERTY LINEDRAINAGE EASEMENTR/W LINEPROPERTYEXTENSIONFLOOD ZONEWETLANDS DELINEATIONEXISTING DITCHS16°20'21"E 173.90'POINTADDRESSCREEKN42°42'24"W 200.29'9.16'BOUNDARY LINE FOLLOWSNORTHWESTL40D.B. 654, PG. 125NNOTE:LINES A-B-C &LINES D-ESCALED FROM AERIALPHOTOGRAPHYCREEK BANKS65°59'08"W 155.49'SHEET 4SHEET 5SEE SHEET 1 OF 6 FOR NOTES AND CERTIFICATESSEE SHEET 2 OF 6 FOR CURVE TABLESEE SHEET 3 OF 6 FOR LINE TABLESHINGLE LANDING CREEK (A.K.A MOYOCK CREEK)S22°43'18"W 236.76'S14°51'12"W 305.52'S39°12'02"W 176.99'N16°58'05"EN07°12'52"W35.69'78.37'NOW OR FORMERLYMARY P. STOKES& CATHERINE P. GILLIKIND.B. 62, PG. 3622827,649 SFZONING: RPRIMARY CONSERVATION404 WETLANDS LIMITS48.35'L14622.11 ACRES(CONSERVATION EASEMENT)5N65°32'20"E 192.36'7.002940,270 SF34,086 SF43SECONDARYAREADoDITCH INV. = 3.0023410' LF DRAINAGE2" SDR-21DITCH INV. = 3.90200 EASEMENTPSI PVC WATERMAIN7.00#202N89°38'18"E 288.12'59.58'N88°06'31"WS67°05'46"W 207.22'94.25'S77°50'12"WL16L152" BLOW-OFFASSEMBLYCREEKVIEW CIRCLESTA. 1+25.00(SEE DETAIL)4N24°10'24"W40,000 SF.CL ELEV. = 15.50- 6" TEE#203S79°28'22"E94.07'BOUNDARYSHINGLE LANDING CREEK (A.K.A MOYOCK CREEK)LOCATE 27 10' OFF15' DRAINAGEPROPERTY LINEEASEMENT 29,402 40,000 SF SF.3026,162 SF3140,954 SF 49,496 SF43,216 SF25' REAR7.00SETBACK#113(TYP)EX. DITCH TO BE FILLED4HP553.74' 14.69'N61°08'27"W89.17'N70°16'30"E40.03'5N42°28'150.82EX. INV. = 1.5241+251 - 6" GATE VALVEHP1 - 6"x2" DITCH TAPPED HIGH PLUG POINT1 - 2" GATE INV. = VALVE 4.815' NON ACCESSBUFFERN42°28'55"E 134.91'N19°43'30"W87.62'68.90'33.41' 128S81°28'04"WL25132.98'13.73'85.70'N49°02'32"E5CREEKVIEWCIRCLE0.45CREEKSIDE DRIVESTA. 14+07.00CL ELEV. = 6.64EX. INV. = 2.703216+000.30SLOPE2-50 LF 18" CMPSINV. 10' IN DRAINAGE= 4.14INV. EASEMENTOUT = 4.14USE0.33SLOPE0.613SECONDARY CONSERVATION AREA7.00DITCH INV. = 4.97#2006CREEKVIEW CIRCLE - 50' R/WCREEKVIEW CIRCLE - 50' R/W7.00#201C15' DRAINAGEEASEMENTN77°54'46"E70.70'5' NON ACCESSBUFFERHPN83°36'06"E 222.39'38,932 SFDYH0+0015+0017+00575 LF 6" EASEMENTSDR-21#123 42,169200 PSI PVC WATERMAIN2626,365 SF7226,834 SF14+0040,000 SF.41,492LINE FOLLOWSNORTHWEST CREEK BANK1 - 6" TEE28,369 SF2 - 6" GATE VALVES7.0047,255CREEKSIDE #125DRIVESTA. USE 21+70.00 45° BENDS ASCL ELEV. NECESSARY = 7.17TOMAINTAIN COVER2-50 LF 18" CMPS25INV. IN = 4.50INV. OUT = 4.4028,728 SF73CREEKSIDE DRIVESTA. 74 18+62.78CL ELEV. = 7.01DITCH 25,000 HIGH SF POINTINV. IN = 4.67StACREEKSIDE DRIVE1 TO - 6" BE TEE DEDICATED TOCURRITUCK COUNTY 56,205 STA. 22+28.961 - 6" GATE VALVE(BOAT RAMP) CL ELEV. = 7.201 - FIRE HYDRANT3.76 AC1 -(1.58 6"x2" AC TAPPED UPLAND) PLUG25,000 SF58,363 SFDITCH INV. = 4.9347,252, 7.50 SF52,908AaACL ELEV. = 6.82EX. INV. = 3.527.00DITCH HIGH POINT7.5041,892 SFINV. = 5.32#111 33#108WATER SERVICE6,., , ,..45° BENDS ASNECESSARYMAINTAINN62°39'01"E 287.98'L41 L42L3N38°31'31"EL416.47'50' R/WSS33°39'44"E 273.28'TOCOVER65.61'N34°11'44"E 183.96'.87.18'S39°38'36"E 160.79'26,802 SF4PT = 17+18.8313+0020' DRAINAGE7.0019+00PK NAIL25,000 SFELEV.=6.75CREEKSIDE 21 DRIVE LF 6" SDR-21 7.50STA. 16+42.53200 PSI PVC WATERMAIN#118CREEKVIEW CIRCLE10' STA. x 70' 0+00.00NCDOT CL ELEV. SIGHT= 6.000.32SLOPEHP'56"E 261.87'HPS88°20'10"W82.21'6EX. INV. = 3.017.000.30SLOPE7.50#116125.64'96.78'#1216HP561 - 6" TEEPC = 13+12.490.35SLOPE0.33SLOPE7125,261 SF24INV. = 5.517.50CREEKSIDE CREEKSIDE DRIVE DRIVE -- 50' 50' R/W R/WTBML13S39°38'36"E 198.51'TRIANGLE (TYP.)S50°21'24"W 264.97'N50°21'24"E 264.97'88.18'1 - 6" GATE VALVE1 - FIRE HYDRANT5.44 AC.HP15' DRAINAGEEASEMENT242.19'N62°32'58"E147.95'HPEX. INV. = 3.4910' DRAINAGEEASEMENT7.5020' DRAINAGEEASEMENT #114DITCH INV. = 4.30HP117.03'N59°37'59"W 211.74'L43S33°22'59"E 233.29'233.29'119.05'S52°11'47"W 211.18'#120N39°38'36"W 210.00'102.36'34.81'L1212+0087.69' 122.23'L4457.74'S25°26'07"E 0.47SLOPE234.98'21+00PC = 19+83.800.30SLOPE7025,000 SF75EX. INV. = 3.9145OPEN SPACE "E"±3.75 AC.22+0077MOYOCK LANDING 10' x 70' DRIVESTA. 48+59.05 NCDOT SIGHTCL ELEV. = 7.28TRIANGLE (TYP.)70 LF 18" CMP5' NON ACCESSBUFFERINV. OUT = 4.60WATER SERVICELOCATEEX. DITCH TO BE FILLEDS39°08'00"W 209.79'HP0.35SLOPE0.31SLOPEEX. BOAT RAMP10+006(1.91 AC UPLANDS)10' OFFPROPERTY LINE (TYP)N39°38'36"W 210.00'HP20' DRAINAGEEASEMENT96.27'L45L46HP1.9 AC.7.50BEGIN #122 SWALEINV. = 6.00FLOOD ZONE "AE (EL 5.4)"EX. DITCH BEGININV. = 6.336925,000 SFCREEKSIDE DRIVESTA. 10+16.7276H25,694 SFDY2326,186 SFMOYOCK LANDING DRIVE #131STA. 48+87.520.33SLOPE70.30SLOPE6825,000 SF24+00200 PSI15PVC WATERMAIN27,030 SFELEV.=7.45USE 20' 45° CORNERBENDS AS#238NECESSARY SETBACKTOMAINTAIN(TYP)COVER0.30SLOPEBEGIN SWALE#235INV. = 6.757.50 7.50#112S50°52'00"E 379.93'L47N33°57'30"W 207.45'S50°21'24"W 310.16'S39°08'00"W HP209.54'48+87.52FLOOD ZONE "SHADED X"119.24'119.38'N50°52'00"W 379.93'#110S10°39'35"E 235.32'S48+00L5HPS50°44'51"E 405.47'119.24'S31°38'28"W82.10' 119.05' 109.00'132.10'T2L7N46°46'44"E 252.83'HPTBMPK NAIL0.31SLOPE71425,000 SF67,454 SF7.00662 LF 6" SDR-21200 PSI PVC WATERMAIN#2367725,000 SF620' DRAINAGEEX. INV. = 4.56EASEMENT70.30SLOPES39°08'00"W 209.29'HPLOCATE7.00PT = 47+78.26TB708110' DRAINAGEEASEMENT112 LF 6" SDR-21HPEX. DITCH TO BE FILLED10' OFFPROPERTY LINEHP7.000.27SLOPE(TYP)6735,000 SF22SHEET 4SHEET 3LOCATE 10' OFF21DITCH INV. = 3.7026,919 SFPROPERTY LINE25,732 SF7.00 CREEKSIDE USE DRIVE 45° BENDS ASSTA. 24+88.45 NECESSARY TO7.00CL ELEV. = 65,578 6.87#133MAINTAIN COVERDITCH HIGH POINT #13571.7 AC.HPN46°46'44"E 240.15'9.01'46+00S03°17'53"E 211.47'7.50#233HPS67°30'46"W 223.41'58'45"W 205.36'S88°14'38"E122.03'91.45'HPEX.525+00HPPC = 45+31.2545+00N45°38'57"E 240.00'790.83'78325,000 SF440,630 SF1325,000 SFDITCH BEGININV. = 6.567.50#231S40°29'44"E 148.10'S16°02'42"E 125.64'DITCH INV. = 3.00HPINV. = 5.37HPS05°08'31"W 200.22'7.50S49°44'17"W 225.20'85.26'34.81'#2340.72SLOPE0.65SLOPEHP79725,000 SF604 LF 2" SDR-2116200 PSI PVC WATE77EX. INV. = 4.4525,594 SF71225,000 SFLOCATE 10' OFF 7.50MOYOCK LANDING DRIVEPROPERTY LINESTA. 45+00.00#232CL ELEV. = 7.26104.17'DITCH HIGH POINTINV. = 5.7644+00HP10' DRAINAGEEASEMENTS44°21'03"E 132.95'60.21'7.500.33SLOPE0.30SLOPE5.99 #229 AC.N45°38'57"E 240.00'S25°57'04"E1.277.00#12672.74'15.35'S45°38'57"W 225.00'111.11'105.02' 106.53' 104.17' 104.17' 145.83'38.9N51°23'52"W116.02'L1110' DRAINAGE EASEMENT119.38'L10DS04°26'43"E 214.16'70.57'N49°58'53"W115.37'211.47'104.17'N44°21'03"W 857.38'69.32'N77°50'50"W78.78'95.92'24.25'125S58°14'19"W 250.07'S66°09'13"E103.18'HPN45°38'57"E 240.00'11.67'14.88'LOCATEEX.80HP0.2HPWATER SPROPERINV.35,000 SF7.50#22710' DRAINAGEEASEMENTS19°33'34"N14°09'21S45°38'57"111.12'N73°2EX. DITCH TO BE FILL1N10' DRAINAGEEASEMENTDATE: DRAWN:Hyman & Robey, PCLandConsultingSurveyors EngineersROCAHJHS07-02-07T20L I NSENORPRELIMINARYCHECKED: APPROVED:S IOFANPRO10SALES, OR RECORDATION.DO NOT USE FOR CONSTRUCTION,ETHETHALSEALSCALE: PROJECT #RL-2690040316 FP1"=100'DRAWING #0SURV EY O150 A US HWY 158 E, J R.LAND040316FINAL PLATFORSHINGLE LANDINGMOYOCK TOWNSHIPCURRITUCK COUNTY4Camden, North Carolina 27921(252) 338-2913(252) 335-1888EDWARDSHEET #4 OF 6COPYRIGHT R 2006NORTH CAROLINAT. HY MAN

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CLDINV.8157-99999.00lc75027.01CLR74457.13CLR74493.94DIT73804.92DIT551455136.985.91 5516TBBEGIN 6.73 CLD5515TB6.27TB75005.06DIT8134-99999.00lc75045.12DIT73797.20CLR74997.05CLR74487.05CLR74474.14DIT75015.06DIT55765.945575 TB55743.152.31TB5573CLD2.995572 TOE5598 5.775.84 TBG73814.86DIT74974.96DIT74523.74DIT74967.12CLR55117.21 5512TB 5.06 5510CLD 6.91TB58017.06G74503.94DIT73775.23DIT 73745.29DIT74516.97CLR74553.54DIT74984.96DIT73767.22CLR 73737.22CLR58766.16G74944.82DIT73785.20DIT73755.26DIT58516.64TB 58533.915852CLD6.74TB74546.88CLR74533.74DIT8152-99999.00lc8106-99999.00lc 8107-99999.00lc4934 65886.93EIR55196.06TB55183.415517CLD5.31TB74937.21CLR74583.34DIT74954.82DIT74914.67DIT58157.28 5813TB 4.24CLD58147.08TB58456.81G746174656174 83883.313.416.19DITDITEIR/CONTROL6207 84212.41 6206 84207460CLD5.886.80TOBCLR81406205 8419-99999.006.37lc8133 6208 84225567EOR-99999.002.525.97 6204 84185568lc CUL. INV. 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TB CL/D58377.16G555055367.303.55TBCLD55358.095534 TB7.345533TB AT POND3.64TOE AT POND55394.05 5538WATER 3.72 5537 LEVELTOE AT 7.16 PONDTB AT POND55413.685540 TOE AT POND6.67TB AT POND58737.24G58946.95TB 58953.78CLD58936.77TB73604.77DIT73587.32CLR73594.77DIT8141-99999.00lc549781306.73-99999.00 5498 TBlc3.78TOE550054993.532.805501 TOECLD INTX5.95TB 55023.66CLD 55036.33TB55267.21G49776.95NL58877.11G59596.40G54566.085462 TB 54583.72 3.93 5457TOE 5459 CLD 6.165460 3.30TB3.44 CLD INTX5461 TOE7.20TB73574.55DIT8150-99999.00lc73557.34CLR69674.81 69666.74 CL/DTB73564.55DIT695769597.173.82 TBCL/D69587.21TB8149-99999.00lc55257.27G55237.52G58787.21G54556.005453TB4.435454CLD6.26TB73544.32DIT8176-99999.00lc59437.12G8128-99999.00lc58577.355859TB4.715858CLD7.36TB73537.35CLR58437.28G8142-99999.00lc8148-99999.00lc8146-99999.00lc8143-99999.00lc59476.84G69684.6969697.02CL/DTB5837.3G8147-99999.00lc54506.465452TB4.105451CLD6.51TB56549T5495 3.803.35 TOE5494CLD3.645496TOE7.05TB73524.09DIT69817.15GNOW OR FORMERLYRAYMOND LEE JONESD.B. 259, PG. 31NREFERENCE168ZONING: RNOW OR FORMERLYWILLIAM K. RICHARDSON, JR.& DEBORAH RICHARDSOND.B. 427, PG. 533ZONING: RBNOW OR FORMERLYRAYMOND LEE JONES72/E/22ZONING: RS40°41'45"E 253.41'CHES.& ALB. RRSR 1229SR 1222SITEVICINITY MAPNTS73.90'S13°28'51"W 239.16'S55°39'56"W 311.90'S14°01'53"E 195.50'S14°34'47"WSHINGLE149.57'LANDINGCREEK155.91'S61°36'23"EDo4NOTE:LINES A-B-C &LINES D-ESCALED FROM AERIALPHOTOGRAPHYD.B. 654, PG. 125NSHEET 4SHEET 5L20L213171.23'404 WETLANDS LIMITSN81°22'41"EN50°07'57"EC/L RUN87.46'N04°32'35"EN15°32'44"E 126.81'456.58'34#100N14°55'53"E 126.01'N06°23'19"E 123.20'N38°57'51"E70.23'53S80°47'32"W 135.73'84.24'94.73'40.83'82.37'46432,715 SF34542,256 SF#13740,000 SF.5N44°14'31"EDITCH INV. = 3.00640,000 SF.65S45°12'32"E 0.85SLOPE182.03'39,026 SFNOW6EASEMENTDITCH INV. = 4.567.007.00#136LEGEND10' DRAINAGEEASEMENT15' DRAINAGEAPPLEWOOD DRIVESTA. 24+19.79CUL-DE-SACELEV. = 6.86HP477.00#1352OR FORMERLYMARGARET D. JARVISD.B. 97, PG. 227ZONING:BENCHMARKSET51,611 sfA24+19.79SECONDARY CONSERVATION AREA4443,451 sf36,862 SF4835,681 SFSECONDARY CONSERVATION AREA325' REAR7.00 MAINTAIN COVER7.50 7.50SETBACK#113(TYP)EX. DITCH TO BE FILLEX. INV. = 1.5243INV. = 5.0540,000 35,162 SF.2" BLOW-OFFSF552 LF 2" SDR-21DITCH HIGH POINT200 PSI PVC WATERMAININV. = 5.0515' DRAINAGE20' CORNEREASEMENT SETBACK4IRON REBAR0.30FOUND MONUMENTCALCULATED POINTCONCRETESTREETBOUNDARY LINEPROPERTY LINEDRAINAGE EASEMENTR/W37.99'N62°48'43"E 239.04'S88°36'12"W 103.19'145.17'91.24'N70°02'38"EL19LINEHP0.647HPMONUMENT9.50 REQUIRED LOT ELEVATIONWETLANDSS01°43'55"E 306.31'125.00'79.77' 23.42'S46°58'13"E 178.57'ADDRESSN43°45'46"E85.24'140.58'PROPERTY EXTENSIONFLOOD ZONEWETLANDS DELINEATIONEXISTING DITCHN19°20'06"E 108.61'5337.00#1347.00#133N58°35'23"W N53°40'01"W94.84'S70°45'44"E16N24°10'24"W13.87'489.17'621.72' 68.07'(TYP)45DITCH INV. = 3.00HPDITCH HIGH POINTASSEMBLY(SEE DETAIL)0.38SLOPE0.38SLOPETB 56096EX. DITCH TO BE FILLEDN45°43'32"E 0.48SLOPE 244.18'35,000 SF40,000 SF.7.00Wa1 - 6" GATE VALVE7.0040,000 SF.#1311 - 6" TEE38,932 SF40,000 7.00SF.7.0040,000 SF.#127SEE SHEET 1 OF 6 FOR NOTES AND CERTIFICATESSEE SHEET 2 OF 6 FOR CURVE TABLESEE SHEET 3 OF 6 FOR LINE TABLE32EX. INV = 3.2615' DRAINAGEEASEMENTEX. INV = 4.67EX. INV. = 2.70423326,802 SF413429,196 SF40,000 #125 SF.3526,489 SF48,563 SF7.0048,203 SF#123 40,000 SF.45,225 SF51,656 SF35,000 SFEX. 728 40,000 INV. LF #101 6" = SF. SDR-212.19200 PSI PVC WATERMAIN1003765,281 SFPROPERTY LINE35,000 SFAPPLEWOOD DRIVE7.00STA. 19+00.6740,000 SF.15' SIDECL ELEV. = 6.95#12840SETBACKDITCH HIGH POINT(TYP)INV. = 5.3535,303 SF43,339 SFEX. INV. = 3.26CREEKSIDE DRIVE7.00STA. USE 3+25.0045° BENDS AS39CL NECESSARYELEV. = 6.70 TO#1263-50 MAINTAIN LF 42" COVER CMPS5' NON ACCESSWATER SERVICE35,000 SFINV. IN = 2.70BUFFERDITCH INV. = 4.44LOCATE 10' OFFINV. OUT = 2.70LOCATE 10' OFF7.0049PROPERTY LINE (TYP)PROPERTY LINE#1243836,890 SF22+0010' DRAINAGEDITCH WATERINV. SERVICE = 4.40EASEMENT #130LOCATE 20' OFFEX. DITCH BEGININV. = 10' 4.26 DRAINAGE 1 - FIRE HYDRANTEASEMENT 1 - 6"x2" TAPPED PLUGDITCH INV. = 3.00136.44'S56°46'37"E33.41' 128.83'N42°28'12"W 162.25'S49°14'13"E 127.74'16.63'S45°43'32"W 209.60'N62°39'01"E 28757.000.33SLOPE15' DRAINAGEEASEMENT#132N44°16'28"W 412.66'543APPLEWOOD APPLEWOOD APPLEWOOD DRIVE DRIVE - 50' - DRIVE 50' R/W R/W - 50' R/W60.30SLOPE0.30SLOPEHPD0.45SLOPEYH7.00#11166.07' 46.11'N51°09'44"WS44°16'28"E 328.99'50638,240 SFEX. INV. = 1.83EX. DITCH BEGININV. = 5.186DITCH INV. = 3.00#129EX. INV. = 3.52EX. DITCH TO BE FILLED20+00HPN41°41'56"E 261.87'S59°06'18"E 253.88'158.25'132.72'115.52' 155.77' 113.10'57.70'N41°10'24"WA152.98'88.74' 10.96'S19°03'50"E130.72'N18°10'00"W 182.96'S45°43'32"W 250.10'N45°43'32"E 237.87'162.21'167.47'S31°04'03"E20.75'EX. INV = 1.29PT = 19+72.135119+00APPLEWOOD DRIVESTA. 18+50.00CL ELEV. = 6.97DITCH7.00INV. = 5.45HPHP#10910' DRAINAGEEASEMENTS45°43'32"W 266.58'N40°31'00"E 314.35'99.48'N47°21'21"W67.43' 14.53'N67°10'08"WL3879.00'HIGH POINT37,324 SFN39°08'00"E 242.19'N50°15'16"W56.48'76PC = 18+90.617HP57.00EX. DITCH TO BE FILLED18+000.30SLOPE453 LF 6" SDR-215236,819 SF12+007200 PSI PVC WATERMAINHPHPN39°29'53"E 330.73'#107108.29' 12.25'S40°28'19"E73.33'263.27'N43°51'12"E 276.00'7.50HPHPEX. INV. = 4.511 STA. - 6" 0+00.00TEEAPPLEWOOD DRIVE2 - 6" GATE VALVESSTA. 15+73.8720' DRAINAGECL ELEV. = 7.12EASEMENT 53EX. DITCH BEGININV. = 6.030.30SLOPEHPEX. INV. = 20' 2.47 DRAINAGECREEKSIDE0.31SLOPEEX. DITCH TO BE FILLED38,559 SF5#10560.30SLOPEEASEMENTDRIVE10+00200 PSI PVC WATERMAINLOCATE 10' OFFEX. INV. = 4.4336 PROPERTY LINE56DITCH INV. PK = 4.50 NAILELELV.=7.427.50#112HPHPN50°52'00"W 379.93'S50°52'00"E 379.93'N39°08'00"E 239.27'98.29'N29°34'38"W12.74'N29°24'49"EN50°30'07"W 266.74'TBMHPS50°30'07"E 433.30'N39°29'53"E 294.39'N39°08'00"E 275.08'S39°29'53"W 319.65'123.05' 44.39' 101.24' 47.30'N67°40'44"W 167.44' N65°03'23"W 148.54'L37C/L DITCH'119.24'119.38'38.95'87.69' 122.23' 103.83' 66.17'52.27'S39°08'00"16+00EX. DITCH TO BE FILLED69+005452,318 SFEX. INV. = 3.4125,000 SFGRAPHIC SCALE068DYHEX. DITCH TOPC = 3+80.56638+00BE FILLEDEX. INV. = 3.9135,000 SF0+00 1+00 3+004+00767CREEKSIDE DRIVESTA. 10+16.72CL ELEV. = 6.82DITCH HIGH POINT7.5041,892 SFINV. = 5.32#108WATER SERVICE940 LF 6" SDR-217.00PT = 9+32.5740' DRAINAGEEASEMENT7.00APPLEWOOD DRIVE268 LF 6" SDR-21STA. 13+98.00200 PSI PVC WATERMAINCL ELEV. = 7.18HP#103#122S77DITCH HIGH POINTINV. = 5.67#1101 - 6" TEE1 - 6" GATE VALVE1 - FIRE HYDRANT7.000.40SLOPEHPN75°08'37"E 340.31'S45°43'05"E 335.80'65.64'111.11'89.99'97.49' 117.56' 140.40' 77.85'L36L35L18L17FLOOD ZONE23.36'17.30'"AE (EL 5.4)"FLOOD ZONE"SHADED X"L34108.91'L33111.50'S39°29'53"W 310.35'N39°29'53"E 255.84'0.41SLOPEPT = 14+57.3114+007EX. DITCH BEGININV. = 5.917750 100 200( IN FEET )1 inch = 100 ft.D5+00USE NCDOT 45° BENDS SIGHTAPPLEWOOD ASDRIVEMAINTAIN COVERCL ELEV. = 7.1250 LF 18" CMP0.82SLOPE0.72SLOPEHPFLOOD ZONE"AE (EL 5.4)"LOCATE 10',..., , ,.S39°29'53"W 330.56'OFFPROPERTY LINE (TYP)DITCH INV. #120 = 4.62CREEKSIDE CREEKSIDE DRIVE DRIVE - - 50' 50' R/W R/W1.64 AC.N79°35'42"W 195.43'L32T3L31S39°08'00"W 209.29'275.73'115.39'10' x 70'TB 55627.50HPFLOOD ZONE"SHADED X"N39°29'53"E 330.56'TRIANGLE (TYP.)NECESSARY TO STA. 15+50.00L81 - 8.00 6" TEE1 - 6" GATE VALVE1 -#121FIRE HYDRANTL30S49°58'45"W 205.36'20' DRAINAGEEASEMENT5' NON ACCESSBUFFER272.02' 40.08' 18.46'L2954.83'L28INV. IN = 4.55INV. OUT = 4.46L22'YH6735,000 SF7.506+006620' FRONTSETBACK35,000 SF(TYP)6435,000 SFEX. INV. = 2.7713+00DITCHINV. = 6.75HP6HP30 LF 15" CMPINV. IN = 4.55INV. OUT = 4.45HPS30°00'35"W 289.21'HPN18°56'32"E 155.51'#106N45°51'11"W97.75'L52(TIE)40°29'44"E 148.10'69.32'78.78'HIGH POINTS69°07'40"W 207.58'7N50°30'07"W 173.43'7.50#104HPHP7.50#100EX. DITCH TO BE FILLEDEX. INV. = 4.456535,000 SFEX. INV. = 4.797S25°57'04"E 148.10'125.63'7.50#102FLOOD ZONE"SHADED X"FLOOD ZONE"AE (EL 5.4)"45.83'EX.22.47'S89°20'28"W 206.57'N70°21'15"W 205.64'OPEN SPACE "B"EX.SHEET 5857.38'10' DRAINAGEEASEMENT7.72 ACRESS11°24'25"E 148.10'75,242 SFSHEET 611+0050,7EX. DITCH TO BE FILLEDS45°38'57"W 166.33'143.66'VARIABLE WIDTHDRAINAGE EASEMENTDITCH INV. = 5.20' DRAINAG10' EASEMENTDRAINAGEEASEMENTLOCATEEX. DITCH TO BE FILLED35.54'EX. INVDITCH BEGININV. = 6.0754.15' 93.95'0.30SLOPES03°08'15"W 148.10'NS17°40'54"W 148.100.3010' OPROPERTY LISS45°39'09"E 242S65°52'57"E 423.36'C/L DITCHEX. INV. = 3.8112.56'14DATE: DRAWN:Hyman & Robey, PCLandConsultingSurveyors EngineersROCAHJHS07-02-07T20L I NSENORPRELIMINARYCHECKED: APPROVED:S IOFANPRO10SALES, OR RECORDATION.DO NOT USE FOR CONSTRUCTION,ETHETHALSEALSCALE: PROJECT #RL-2690040316 FP1"=100'DRAWING #0SURV EY O150 A US HWY 158 E, J R.LAND040316FINAL PLATFORSHINGLE LANDINGMOYOCK TOWNSHIPCURRITUCK COUNTY55Camden, North Carolina 27921(252) 338-2913(252) 335-1888EDWARDSHEET #OF 6COPYRIGHT R 2006NORTH CAROLINAT. HY MAN

58377.16G550.30B537 LEVELT .16 PONDB AT PONDD58737.24G58946.95TB 58953.78CLD58936.77TB73604.77DIT73587.32CLR73594.77DIT8141-99999.00lc549781306.73-99999.00 5498 TBlc3.78TOE550054993.532.805501 TOECLD INTX5.95TB 55023.66CLD 55036.33TB55267.21G49776.95NL58877.11G54506.465452TB4.105451CLD6.51TB54556.0054535959TB4.436.405454CLDG6.26TB54566.085462 TB 54583.72 3.93 5457TOE 5459 CLD 6.1654635460 3.30TB7.183.44 CLD INTX5461GTOE7.20TB73574.55DIT8150-99999.00lc73557.34CLR69674.81 69666.74 CL/DTB73564.55DIT695769597.173.82 TBCL/D69587.21TB8149-99999.00lc55257.27G55237.52G58787.21G73544.32DIT8176-99999.00lc59437.12G8128-99999.00lc58577.355859TB4.715858CLD7.36TB73537.35CLR58437.28G8142-99999.00lc8148-99999.00lc8146-99999.00lc8143-99999.00lc59476.84G69684.6969697.02CL/DTB58387.38G8147-99999.00lc54926.675493 TB5495 3.803.35 TOE5494CLD3.645496TOE7.05TB73524.09DIT69817.15G58977.04TB 58964.33CLD 58987.08TB55247.56G73517.36CLR59586.73G58727.41G73503.87DIT8127-99999.00lc73487.36CLR69807.16G58867.27G8177-99999.00lc58797.32G59427.20G58627.305860TB4.655861CLD7.31TB54496.875447TB4.51CLD 54486.82TB59486.86G57847.26NL54667.14G54446.945446TB4.795445CLD7.14TB54657.31GTOB DIT7.09EOR6072 82867.24 7865CLR 7.055764CLR5.406073 82875763 CLD7.215762 5.19EOR6.43 ENDCLDTB6074 82887.39576157606075 8289TOB6.6878666.855.09TB5.27TBCLDDIT81795766-99999.007.50lcCL10FT.DIRTPATH586758686.736.18TB 5869TB5866 6.555.64 TBBEG.CLD73105.22DIT59557.33G 54387.4273085440TB7.404.795439CLRCLD7.09TB6173 83875.166172 8386CLD73097.635.238122TOBDIT-99999.006171 8385lc7.35EOR73136170 838481105.297.18-99999.00DITCLRlc6169 83837.14 6168 8382EOR7.266167 8381TOB73114.927.40CLDCLRD78447.52CLR6052 82667.36EOR6053 82677.63TOB6054 8268 78454.104.22CLD 6055 8269 DIT4.31CUL. 6056 8270INV.4.27CUL. INV.6057 82714.18 6058 8272CLD72927.154.24TOBDIT6047 82616046 82607944 79744.223.95-99999.00CLD6048 8262CUL.INV.cldlc6.87TOB6049 82637.30EOR78434.136050 8264DIT7.75CLR6051 82657.56EOR72897.56 7841CLR 7.56CLR59377.27G78426059 82734.237.39DITEOR 6060 82747.50CLR59526061 82757.3372907.27G7.53EORCLR72916062 82764.337.19DITEOR6063 82777.34 6064 8278TOB4.40CLD6065 82794.50CUL. INV.6068 82827.62EOR6067 82817.80TOB6066 82804.23CLD78394.38DIT6030 8244603163277801 77984.61 824563237.224.8479424.83CLD 4.784.676032TBDIT-99999.00CUL. 8246 INV.6322DITCLDcld7.3677957.43TOB4.88TBDIT6033 824763187.447.73EORCL 10FT DIRT PATH7799 77967.487.496034 8248CLR CLR7.79CLR779363287.547.29CLRTB 6321 6035 82494.77 63527.6363516354CLD 4.656320EOR7.6063507.37INV. 18" METAL PIPE6348 TB7.3363197.266355TB4.34TB63497.95TB5.146036 82506.756353INV. 18" METAL CL PIPE DITCHCL 7.79 10FT DIRT PATHTB7.257800TB7797TOB6037 82514.844.836038 82524.78DIT DIT4.62CUL. INV.7794CLD4.88DIT546453617.408.0073435356G73384976CL 10F DIRT PATH3.877.397.43 53578.53DITCLR5355 TB 4.427.33EIR/CONTROLCLD 5358TB7.56648053545349TB7.877.4553597.3353435256535253405348 TB7.865360GTB4.217.5973394.5453533.76TB 5346CLD INTX53847.937.72G3.94TOE53424.06INV 36" METAL 8.03 PIPE 4.55CL 10F DIRT PATH73415351TB53417.625347DITCLD 5350CL 8F DIRT PATH TOE73467.393.983.44TB 53454.2152557.443.79CLRTOEINV 4.43CLD 36" METAL PIPE6.72TBDIT5344 TOEG7.55524352518.2452495254 5253TB7.30CL 10F DIRT PATH5.85G 5252 5.98 7.27G73427.84INV G 15" METAL PIPE3.875244GDIT54797.795245 TB73447.657.38G4.525246CLRTOE3.7654185247CLD52347.054.48525052488.16TB 5419TOE5.544.327.71CL 10F DIRT PATH5417CLDINV 15" METAL PIPE6175 838952336176 83906.96TB3.447.573.347345TB5232 TB7950 CLDCUL. 6177 8391INV.3.794.60-99999.006.68DIT5231 TOEcldTOB3.8452306178 8392CLD53254.5252357.107.395229 TOE8.31EOR53936179 8393TB 53267.42CL 10F DIRT PATH7.607.484.34 5327TBG5236CLRTOE 4.04 5328734754817.916180 8394CLD 4.316181 6183TB51867.378395 83977.315239TOE 532969717.268.58CLR6.60 3.50G4.677.503.646970EOR 54256182 8396TOBCLD5240CL 10F DIRT PATHTBTOE6.424930 6584CL/D 6.5354204.1154233.465238TB8.525187TB4.175331CLD3.98CUL. INV.4.62EIRCLD8.0754225426TOE3.92 5385533452375333TOE5421TB3.946.56INV 18" RCP 7.75 5330 6.727.626972 79497.45 53353.7051885424 TOETBCL 8F DIRT 4.10GTBG 5332 5.45PATH3.36 -99999.00CLD INTX533751904.797.43INV 18" RCP518969737.01 G CL/D cldINTX.5336 7.014.19TOETB53384.207.47G6.12 G51917.065339CLD CLD INTXTBG4.61G7.0451935194 5192GTOE7.764.95 7.28TBCLD TB519552885.637.64EIRG51998.30WDSLN52877.687349G3.87DIT52287.58G53927.65G69456946 6.373.77 TB6947 CL/D6.37TB8124-99999.00lc73403.94DIT69797.53G69506.8369486949TB6.396.88TBBEG. CL/D54896.94END CL 8F DIRT PATH59007.19TB 59014.53CLD 58997.26TB58397.02G59576.93G58427.20G73374.09DIT8129-99999.00lc54887.40CL 8F DIRT DRIVE69567.206952TB69514.837.11CL/DTB73357.40CLR58717.23G73344.24DIT8178-99999.00lc73364.09DIT69753.826974CL/D7.33TB8123-99999.00lc58857.31G73327.40CLR73314.39DIT58807.30G73334.24DIT8126-99999.00lc73297.40CLR73284.54DIT81890.00CONTROL73304.39DIT53147.0953195318531753076955 5302TB7.514.434.56531553894.2353067.487.425303 5304TBCLD 5316 INTXCLD 7.26 7.83 7.11 TBTBINV 18" RCP 4.306953 7.20 TB4.686954CL 8F TB DIRTINV 5305PATHTBCLD 18" RCP4.65 7.516.95CL/D TBTB4933 65877.30EIR54877.20WDSLN54867.435484 G8.54TB54854.63CLD54838.45TB58637.145865TB 4.85CLD 58647.18TB59417.32G59497.15G73267.40CLR54917.46G73254.69DIT54157.185414TB4.38CLD 54166.80TB53887.55CL 8F DIRT PATH54907.33G7.297869CL10FTPATH5.15DIT59037.26TB 59024.545904CLD 7.37TB73274.54DIT58416.91G8120-99999.00lc6977 794869763.92-99999.006.58 6978 CL/D cldTB 4.04CL/D73237.40CLR59567.13G73224.84DIT54827.77G54437.185441TB4.63 5442CLD 7.00TB8125-99999.00lc73244.69DIT73207.40CLR73194.99DIT53877.81CL 8F DIRT PATH58707.11G54677.26G73214.84DIT73177.40CLR57676.90G78627.16CLR8119-99999.00lc58817.27G58847.35G78635.12DIT73165.14DIT73184.99DIT53085310 7.055.29 TB5309 CLD7.08TB57654.53CLD73147.40CLR78645.11DIT54687.41G53247.52TB 53234.19 5322TOE 3.95 5321CLD 4.42TOE 53207.28TB59407.30G73155.14DIT78604.97DIT54127.335413TB4.635411CLD6.86TB53907.36G59507.34G54807.25G78597.25CLR73125.29DIT53867.63CL 8F DIRT PATH78614.95DIT57777.67CL10FT.DIRTPATH59067.434.80CLD 59057.42TB7978-99999.00lc78574.82DIT58827.36G73075.06DIT57767.04G78567.30CLR78584.78DIT73057.41CLR8121 7304-99999.004.89lc DIT53137.195311TB5.025312CLD7.30TB78544.67DIT73065.08DIT78537.36CLR53917.50G58837.45G73027.43CLR78554.62DIT73014.73DIT73034.93DIT54707.36G57787.93CL10FT.DIRTPATH78514.52DIT72997.46CLR54097.345408TB4.89CLD54107.03TB78507.415779CLR7.27G590959107.657.62TB5911 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54025.26CLD7.39TB53638.12CL 10F DIRT PATH52787.36WDSLN52797.18G54757.51G78344.62DIT52807.48G64547.71G78304.83DIT52817.57G-99999.00cldlc8114-99999.00lc528352847.435.55TB5282CLD7.15TB59337.07G78297.52CLR52857.59G53817.805380TB4.845379CLD7.95TB52867.60G78314.78DIT62417.43TB 62424.80 6240CLD 7.31TB62487.07G78274.98DIT59347.36G7970-99999.00lc78267.51CLR8117 7824-99999.005.02lc DIT78284.94DIT78237.51CLR54737.54G64557.34G78254.99DIT78215.13DIT78207.50CLR54007.33 5401TB 5.42CLD53997.28TB59357.27G78225.10DIT8115-99999.00lc7972-99999.00lc62497.45G646064567.794.256459 6457 TBINV. 18" METAL PIPE64627.53 4.78 5.19TB INV. 18" 6461CLD METAL PIPE6.745364TB7.91CL 10F DIRT PATH6250 625362517.095.98TB 62527.16BEG.CLD7.51TBTB7818 53945.28 7.955396 DIT5397 CL 10F DIRT PATH7.67 53957.60TB 6.15TB5398BEGIN 6.93 CLDTB52777.32G78177.49CLR52767.55G78195.26DIT53777.91TB 53764.965378CLD7.60TB52757.36G8116-99999.00lc78155.43DIT54747.34G52267.505224TB5.225225CLD7.49TB52277.80G79696336-99999.007.02lcG78165.42DIT6039 82535.826040 8254CLD7.266041 8255TOB78147.277.48EORCLR6042 82567.53CLR6043 82577.56EOR6044 82587.736045 8259TOB5.25CLD59317.19G623879717.28-99999.00TB 6237lc4.64 6239CLD 7.10TB62597.06G78125.44DIT53657.84CL 10F DIRT PATH78117.47CLR78135.44DIT63357.18G52217.12 5223TB52226.157.21CLDTB62587.19G64587.70G78095.29DIT78087.46CLR53747.52TB 53755.21 5373CLD 7.05TB78105.29DIT63347.20G59306.90G7968-99999.00lc62576.96G62567.23TB 62544.80 6255CLD 7.19TB78065.14DIT78057.45CLR78075.14DIT63337.27G53688.00CL 10F DIRT PATH7966-99999.00lc53678.13CL 10F DIRT PATH5370 53717.46 7.44TB 5369TB6.11BEGIN CLD53727.66TB53667.87CL 10F DIRT PATH63317.226332TB 6.05BEGIN CL DITCH632963307.387.28TB TB52427.92G78034.99DIT78027.44CLR52417.66G78044.99DIT63376.84G59976.35999TB 4.35CLD 59986.48TB52747.70G52737.70G7967-99999.00lc64637.55G52727.59G52205218 7.3852195.84 TB7.34CLDTB62606.60G63107.12G52717.54WDSLN52687.86TB 52695.475270 CLD8.66TB52167.53 521752155214 TB 6.257.177.18 BEGIN CLDTBTB63387.37G64657.556466TB5.206464CLD7.39TB52137.48G62617.24G5196519851974.847.506.65CLDTBTB5203 5200 520152027.79 4.85 7.217.68TB CLD TB WDSLN4931 65857.64EIR63427.37G63117.49G5204 5206 5205 52077.72 5.03 7.06 7.34TB CLD TB WDSLN52107.13TB52115.13CLD INTX5208 52097.63 7.49TB TB5257 5259 52587.77 5.89 6.69TB CLD TB52127.77WDSLN52607.46WDSLN63097.39G64787.56G52617.89WDSLN526652675.56 52658.44CLD 9.12TBTB5264 52625.20 5.325263 CLD EIR INTX9.17TB63417.63G62627.57G62647.486265TB4.856263CLD7.66TB63397.09G63267.56325TB 4.88 6324CLD 7.42TB63127.20G63177.85CL 10FT DIRT PATH63087.50G63137.64 6314TB 4.65CLD 63157.55TB63167.89CL 10FT DIRT PATH77907.59CLROW77915.18DIT77925.18DIT63407.29G64688.15G63077.39G7.54TB62707.82G62967.63G63057.60 6306TB 4.85CLD63047.79TB63037.85CL 10FT DIRT PATH63597.73G51858.63CL 10F DIRT PATH51847.87TB51834.75 5182TOE 4.19CLD 51815180 4.767.30 TOETB51798.20WDSLN77895.33DIT77877.65CLROW77885.33DIT64677.76G64817.69G64797.81G64777.75G62977.65G62697.83G62987.59G59837.80TB5980 598259814.78 4.3059844.45 TOE EIR/CLD8.09TOETB62677.656268TB4.64CLD 62667.82TB62997.74 6300TB 4.546301CLD 7.73TB63027.92CL 10FT DIRT PATH6343634763574.407.2963467.12INV. 18" METAL PIPE TB6344 63586.82TBTB6345 4.71 5.116.706356INV. 18" CLD METAL PIPETB7.23TB63607.50G77865.48DIT77847.71CLROW77855.48DIT77835.63DIT77817.76CLROW77825.63DIT6278627362767.846272 62774.864.54TB62757.06 4.20TOE TOE4.42TB CLDINTX6274 TOE7.25TB7780 77775.78DIT62957.74G7778 77757.82CLROW7779 77765.78DIT51728.61CL 10F DIRT PATH51738.045174 TB5.065175TOE4.51CLD 51764.995177TOE7.52TB51788.24WDSLN62948.17G64697.746470TB5.546471CLD7.67TB5024 59798.46 7.91TALL EIP BENT PIPE4945 659962798.298.10EIR6280TB6283 62886281 4.844.624.71 TOE 6282 7.86CLDINTX 6284TOE 4.72 TB4.05 6287TOE 62856286INV.15"RCP7.827.797.42 TB6292TBTB7.886289 6291TB7.93 7.65 62936388CL10FT.DIRT TB 4.22 PATH62905.30INV.15"RCP6.91CLDTB64768.02G69288.69CL/10FT. DIRT RD.69277.89TB69393.986940 CL/D7.01TB69417.43WD77745.93DIT77727.88CLROW77735.93DIT64758.01G64747.83G77716.08DIT77697.94CLROW64728.42G77706.08DIT63878.21CL 10FT DIRT PATH63917.62TB63894.17CLD 63907.63TB63857.84G63867.69G82108.08EIR CONTROL82090.00BOGUS64737.79G77686.23DIT77667.99CLROW77676.23DIT77656.38DIT77638.05CLROW77646.38DIT69258.78CL/10FT. DIRT RD.69268.06TB69384.64CL/D69377.14TB63658.02G63647.79G77626.53DIT63617.476363 TB5.106362CLD7.45TB77608.08CLROW77616.53DIT63667.566368TB5.536367CLD7.57TBNTSF655,000 SFSFLEDEX. INV. = 4.4525°57'04"E 148.10'25.63'8'7.50#102NV. = 4.79OD ZONE(EL 5.4)"45.83' 145.83' 145.83'857.38'22.47'OPEN8"W 206.57'5"W 205.64'FLOOD ZONESHADED X"EX.SHEET 510' DRAINAGEEASEMENT75,242 SFSHEET 6SPACE "B"7.72 ACRESS45°38'57"W 166.33'143.66'S11°24'25"E 148.10'VARIABLE WIDTHDRAINAGE EASEMENT11+00DITCH BEGININV. = 6.0754.15' 93.95'50,797 SF0.30SLOPEDITCH INV. = 5.1520' DRAINAGE10' EASEMENTDRAINAGEEASEMENTEX. DITCH TO BE FILLEDS03°08'15"W 148.10'S45°39'09"E 242.01'43,520 SFEX. INV. = 4.516140,000 SF.35,000 SF6235,000 SF8.00EX. INV. = 20' 3.30DRAINAGE#112 EASEMENTLOCATE 10' OFFPROPERTY LINE"E 423.36'ITCH35.54'112.56'S17°40'54"W 148.10'EX. INV. = 3.82N45°38DITCH 20' INV. DRAINAGE = 5.25EASEMENTEX. INV. = 4.71,...10+00EX. INV. = 4.33, , ,.PC = 8+71.93EX. INV. = 4.6976035,000 SF43,439 8.00 SF9+007.5035,000 SF44,746 SF40,532 SF35,000 SFSEE SHEET 1 OF 6 FOR NOTES AND CERTIFICATESSEE SHEET 2 OF 6 FOR CURVE TABLESEE SHEET 3 OF 6 FOR LINE TABLE82NECESSARY TOMAINTAINEX. INV. = COVER 3.36EX. INV. = 4.04EX. INV. = 4.56EX. DITCH BEGININV. = 5.64EX. DITCH BEGININV. = 6.3959EX. INV. = 4.63MOYOCK MOYOCK MOYOCK LANDING LANDING LANDING DRIVE DRIVE DRIVE - 50' - R/W 50' - 50' R/W R/WSETBACK EX. INV. = 4.5420' DRAINAGE(TYP)EASEMENT58EX. INV. = 3.95EX. INV. = 4.6335,000 SFEX. DITCH BEGININV. = 6.12EX.DITCH INV. = 5.2057APPLEWOOD DRIVE35,000 STA. SF 0+29.59CL ELEV. = 7.49YEX. INV. = 5.29HNOW OR FORMERLYMARGARET D. JARVISD.B. 267, PG. 231ZONING: A35,000 SF46,803 SFDITCH BEGIN #220INV. = 836 5.19LF 6" SDR-21AtLOCATE 10' OFFRo535,000 SF35,000 SF35,000 SF50,621 SF7.50EX. 8.00 DITCH BEGIN#101WATER SERVICEINV. = 6.3440,000 SFLOCATE 10' OFF DITCH 5' NON INV. ACCESS = 5.50LOCATE 10' OFFPROPERTY LINE (TYP) (36,104 SF)BUFFEREX. DITCH BEGINPROPERTY LINEINV. = 6.15369 LF 6" SDR-2155EX. INV. = 5.01200 PSI PVC WATERMAINOPEN SPACE "D"APPLEWOOD APPLEWOOD DRIVE DRIVE - 50' - R/W 50' R/WEX. INV. = 4.6349,916 SFEX. INV. = 4.21EX. DITCHINV. = 5.785635,000 SFOPEN SPACE "A"25.55 ACRESBEGINEX. INV. EASEMENT= 4.90EX. INV. = 5.06HYD4EX. INV. = 4.84EX. INV. = 4.9631 - 6" TEEEX. DITCH BEGIN1 - 6" GATE VALVEINV. = 5.631 - FIRE HYDRANTEX. INV. = 4.96EX. INV. = 3.84235,000 SFEX. INV. = 5.22135,000 SF40,000 SF.EX. INV. = 4.6410' DRAINAGEEASEMENTEX.EX. DITCH TO BE FILLED EX. DITCH TO BE FILLEDEX. DITCH TO BE FILLEDEX. DITCH TO BE FILLEDEX. DITCH TO BE FILLEDEX. DITCH TO BE FILLEDEX. DITCH TO BE FILLED EX. DITCH TO BE FILLEDEX. DITCH TO BE FILLEDEX. DITCH TO BE FILLED7APPLEWOODSTA. 9+50.17DRIVECL ELEV. = 7.3178+003-50 LF 36" CMPSINV. IN = 3.30INV. OUT = 3.307DITCH HIGH POINTINV. = 6.8012.3 AC.7.500.30SLOPE N45°38'57"E 843.66'140.00'S44°21'03"E 250.00'8.00#110HP#225N45°38'57"E 240.00'S44°21'03"E 250.00'60.85'#108HP#22310' DRAINAGEEASEMENT0.30SLOPEBEGIN0.30SLOPESWALEINV. = 6.75USE 45° BENDS AS8.00S44°21'03"E 250.00'140.00'5.83'HPDITCH INV. = 5.96N45°38'57"E 240.00'#1066+001069.93'0.30SLOPE25' REARAPPLEWOOD DRIVE - 50' R/W7EX. 18" CMP8+00S44°21'03"E 250.00'5+00INV. IN = 4.30INV. OUT = 4.230.303.2 AC.HP8.00#104129.63'4+0037+0010' DRAINAGEEASEMENTS44°21'03"E 250.00'HP985 LF 6" SDR-21MOYOCK LANDING DRIVESTA. 34+21.66CL ELEV. = 7.48USE 45° BENDS AS50 LF 24" CMPNECESSARY TOINV. IN = 4.15MAINTAIN COVERTBINV. 5907OUT = 4.058.00 70 LF 18" CMPINV. IN = 4.25#102 INV. OUT = 4.153+00APPLEWOOD DRIVESTA. 3+85.08CL ELEV. = 7.34DITCH200 PSI PVC WATERMAINHP0.33SLOPE0.30SLOPE332.65'S45°38'57"W 821.93'15' DRAINAGE EASEMENT0.33SLOPEINV. = 5.33N45°38'57"E 821.93'S45°38200 PSI PVC WATERMAIN129.63'1397.00'S44°21'03"E 250.00'0.29SLOPEHPHIGH POINT7.501 - 6" TEE2 - 6" GATE VALVESPROPERTY LINE35+001+00HPS45°38'57"W 270.0129.63'., , ,...,0+00., , .. ,,.DITCH INV. = 3.15MOYOCK LANDING DRIVE#216STA. 34+11.326APPLEWOODSTA. 0+00.0010' x 70'89 LF 6" NCDOT SDR-21SIGHTTB5433200 PSI PVC WATERMAINTRIANGLE (TYP.)8.00#103N44°21'03"W 250.00'TBMPK NAILELEV.=7.81HP1 - 6" TEE1 - 6" GATE 20' DRAINAGEVALVE1 - FIRE EASEMENTHYDRANT140.00'506.73' 115.54'61.08'140.00'140.00'140.00'140.00'199.67' 140.00'140.00'140.00'FLOOD ZONE "AE (EL 5.4)"FLOOD ZONE "SHADED X"T17.50#21834+0036.3 AC.DRIVECL ELEV. = 7.50BEGIN SWALEINV. = 6.50EX. 36"0.33SLOPES44°21'03"E 227.06' 0.28SLOPE87CMPINV. IN = 3.440.33SLOPE33+00INV. OUT = 3.767.50S45°38'57"W 270.00'129.63'N44°21'03"W 250.00'(TO BE DEDICATED TO THE COUNTY OF CURRITUCK)#100C/L DITCH225.00'1 - 8"x6" REDUCER0.30SLOPECOMMUNITYTB5404MAILN45°38'57"E 340.20'10' DRAINAGEBOXHP8DITCH INV. = 3.070.23 ACRESMOYOCK LANDING DRIVESTA. 29+72.61CL ELEV. = 7.41DITCH HIGHINV. = 5.513.72 AC.LEGEND40' DRAINAGEEASEMENTS45°38'57"W 270.00'129.63'199.67' 61.71' 78.82'#214SET IRON REBARFOUND129.63'BENCHMARKCONCRETE31+00MONUMENTHPPT = 31+34.25MONUMENTPOINTEX. 18" CMP70.30SLOPEINV. IN = 4.787.5030+00INV. OUT = 4.259.50 REQUIRED LOT ELEVATIONL2L23CALCULATEDWETLANDS33.67'1132.17'POINTSTREET ADDRESSBOUNDARY LINEPROPERTY LINEDRAINAGE EASEMENTR/W LINEPROPERTY EXTENSIONFLOOD ZONEWETLANDS DELINEATIONEXISTING DITCHS73°30'43"E 1193.94'129.63'S45°38'57"W 270.00'L24#212HPFLOOD ZONE "SHADED X"FLOOD ZONE "AE (EL 5.4)"108.78'20' DRAINAGEEASEMENT7#2101,344 LF 8" SDR-21EX. 200 DITCH PSI PVC BEGIN WATERMAININV. = 5.98FLOOD ZONE "SHADED X"FLOOD ZONE "AE (EL 5.4)"70.32SLOPE0.29SLOPEMOYOCK LANDING DRIVESTA. 27+29.91CL ELEV. = 7.4450 LF 18" CMPSINV. IN = 4.78BEGININV. OUT = 4.78SWALEINV. = 6.5010' DRAINAGEEASEMENT7.50S36°16'30"W 263.84'S52°25'18"E 701.53'(TIE)FLOOD ZONE "AE (EL 5.4)"FLOOD ZONE "SHADED X"115.55'HPCONTROLCORNERS22°54'50"W 231.67'28+00EX. DITCH BEGININV. = 6.11EX. INV. = 5.208EIREX. INV. = 4.19EX. DITCH BEGININV. = 6.250.25SLOPEPC = 27+46.04ZONING: RFLOOD ZONEPROPOSEDENTRANCEINSTALL78USE77"AE (EL 5.4)"FLOOD ZONE"AE (EL 5.4)"45° BENDS ASREMOVE EX. 18" CMPINV. IN = 4.65INV. OUT= 4.348EX. INV. = 4.85EX. INV. = 5.13SHEET 3SHEET 6EX. INV. = 4.85NECESSARY TO MAINTAINCOVERJUTEMAT (SEE DETAIL)25' DRAINAGE(TYP)27+00 L6TBM PKZONING: GB25' DRAINAGEEASEMENT10.58' 94.15'L26S06°01'08"W 631.77' N06°01'08"E 458.11'19.37'L1PROPOSEDENTRANCEFLOOD ZONE"SHADED X"SIGNFLOOD ZONE"SHADED X"EASEMENT85.36'N07°20'41"E 539.26'EIROVER WATERMAINPT = 26+41.30SIGNEX. INV. = 4.6526+00NAIL ELEV.7.87EX. INV. = 5.2078587EX. 18"EX. INV. = 4.19NOW OR FORMERLYCASP, INC.D.B. 446, PG. 871D.B. 654, PG. 125NZONING: LM100NREFERENCEEX. INV. = 5.11EX. INV. = 5.546CMPINV. IN = 4.718INV. OUT = 4.4025+00EIR168N64°23'30"W161.36'7NOW OR FORMERLYPC = 24+00.19CHES.& ALB. RRCTXZONING:24+00NOW19.99 ACGBOR FORMERLYCTXZONING: GB22.94 ACEX. INV = 4.20EIP IN CONCRETEGRAPHIC SCALE0SR 1229SR 1222(TALL EX. PIPE-WITNESSINV = 4.62MARKER)SITEVICINITY MAP7NTSEX. 15" RCPINV. IN = 4.22INV. OUT = 4.050.30SLOPE8850 100 200( IN FEET )1 inch = 100 ft.SHEET 6SHINGLEN76°46'56"WSHEET 2LANDINGEX. INV. = 4CREEKEXMOYOSTA.CL ELDITCHLOCATE WATERMINV. =OFF EDGE OF PA22+00328.68N87°49'22"W 3850.30SLOPE S87°49'22"E 3858S80°53'22DATE: DRAWN:Hyman & Robey, PCLandConsultingSurveyors EngineersROCAHJHS07-02-07T20L I NSENORPRELIMINARYCHECKED: APPROVED:S IOFANPRO10SALES, OR RECORDATION.DO NOT USE FOR CONSTRUCTION,ETHETHALSEALSCALE: PROJECT #RL-2690040316 FP1"=100'DRAWING #0SURV EY O150 A US HWY 158 E, J R.LAND040316FINAL PLATFORSHINGLE LANDINGMOYOCK TOWNSHIPCURRITUCK COUNTY6Camden, North Carolina 27921(252) 338-2913(252) 335-1888EDWARDSHEET #6 OF 6COPYRIGHT R 2006NORTH CAROLINAT. HY MAN