Hyman Robey, PC - USAMLS.net

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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. TB6.893.38 55645569CLR7462TOE 5.96 6203 84172.383.315570 5565 TB6.85CLDDIT3.04 3.10EOR6201 8415795255665571 TOETOE6.46-99999.0055612.625.58TOB cld6200 84145.10CLDINTXTB2.653.21CLD5563CLD 5.385889TB5.816202 84167951G2.61-99999.00 5890CUL. INV.7457cld5.156.80TBCLR589158925.252.77TBCLDINTX74593.34DIT74563.54DIT74907.20CLR74643.41DIT8132-99999.007372 6184 8398lc5.65 5.31DIT 6185 8399CLD7.21TOB6186 84007.21EOR73706187 84017.247.40CLRCLR6188 84027.386189 8403EOR7.237371 6190 8404TOB5.66 5.29DITCLD74884.51DIT55207.04G58297.20G74673.46DIT74924.67DIT55087.11 5507TB 4.75 5509CLD 6.98TB57957.17G583674877.167.20GCLR58747.04G8063-99999.00lc74854.37DIT74636.85CLR73685.45DIT74703.62DIT74666.87CLR73677.26CLR74824.21DIT73695.45DITlc74733.77DIT8108-99999.00lc7489 81514.51 -99999.00DIT lc74847.20CLR74794.07DIT74763.92DIT74696.95CLR55497.165548TB3.44CLD5546 55477.493.73TB AT TOE POND/TBAT 55456.625544TB AT POND2.71TOE AT POND74817.19CLR74683.46DIT55433.855542TOE AT POND6.81TB AT POND74727.02CLR74787.16CLR74757.09CLR59455.87G8109-99999.00lc74864.37DIT58007.19G74713.62DIT73647.28CLR73655.23DIT55217.30G73665.23DIT74834.21DIT552969617.547.435530 TB/WDSLN6960TB3.423.67CLD CL/D696255317.3955328.093.28 TB/TB AT PONDTOE AT POND8144-99999.007474lc 3.77DIT55287.14G8154-99999.00lc8145-99999.00lc74804.07DIT58886.61G74773.92DIT58567.17TB 58544.23CLD58557.20TB8131-99999.00lc55057.07 5506TB 4.79 5504CLD 6.90TB58777.01G59446.52G73617.30CLR73625.00DIT55277.06G73635.00DIT58167.335818TB 4.45CLD 58177.23TB58447.25G58287.27G8153-99999.00lc59466.66G55227.24G69646.446963 6965TB6.07 6.55BEG. 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