Revised 10-4-19 (3)S 29°00'35"E
99.63'126.48'
45.34'123.53'90.04'37.88'
S 42°00'52"E S 14°28'51"E66.05'165.67'25.00'33.51'S 09°04'25"ES 03°18'45"E105.93'*PECANTREEVICINITY MAPSURVEYED BY:DRAWN BY:SCALE: 1"=CHECKED & CLOSURE BY:DRAWING NO.FIELD BOOKTOWNSHIPSTATE: NORTH CAROLINADATE:SURVEY FOR:COUNTY1662 CLARK RD.,LILLINGTON,N.C. 27546(910) 893-5252WATERSHED DISTRICTPIN #ZONEDBENNETT SURVEYSF-1304PID #NOT TO SCALEHARNETTHECTORS'S CREEKOLD HEADGRID NORTH NAD 83WAYRA-30WS-IVFINAL MAJOR SUBDIVISIONOLD HEAD WAY (50')19266USTORMWATERPONDTO BE MAINTAINEDBY HOA20' D.E.SHEET 3 OF 3DEED REFERENCESITE20'D.E.20' D.E.DEED BOOK 3659,PAGE 801MINERAL SPRING LANE (50'PUBLIC & UTILITY EASEMENT)20' D.E.MAP REFERENCEPHASE IIIBMAP NO.2018-20PHASE IIIASHEET 3 TO BE USED IN CONJUNCTION WITH SHEETS 1 AND 2MAP NO.2018-382AVERY POND DR.PROPOSED 20'D.E.(50' PUBLIC & UTILITY EASEMENT)MAP NO. 2018-321SR 1427US 401 NMRBMRBRVB80'80'NORFORK & SOUTHERN RR.40'AVERY POND SUBDIVISION PHASE IIICMINERAL SPRINGDEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSPROPOSED SUBDIVISION ROADCONSTRUCTION STANDARDS CERTIFICATIONAPPROVEDDISTRICT ENGINEERDATENORTH CAROLINA HARNETT COUNTYmy supervision(deed description recorded in Book ,that the ratio of precision as calculated is 1:10000;that this platwas prepared in accordance with G.S. 47-30 as amended.WitnessMICKEY R.BENNETTL - 1514indicated as drawn from information found in Book ,Page ,Page ,etc) that the boundaries not surveyed are clearlymy original signature,registration number and seal thisI,Mickey R.Bennett,PLS do certify that this plat was drawn underSEESEEREF.REF.day of .A.D. 2019.LEGENDLINES SURVEYEDEIP------EXISTING IRON PIPEECM------EXISTING CONCRETE MONUMENTPKNS------P.K.NAIL SETELS------EXISTING LIGHTWOOD STAKEEIS------EXISTING IRON STAKENMN------NEW MAGNETIC NAILERRS------EXISTING RAILROAD SPIKEEMN------EXISTING MAGNETIC NAILECS------EXISTING COTTON SPINDLENRRS------NEW RAILROAD SPIKEECM/PKN/ECS (CONTROL CORNERS)NCS------NEW COTTON SPINDLEEPKN------EXISTING P.K.NAILEIP/EIS---(CONTROL CORNERS)LINES NOT SURVEYED--------------CB&D--CHORD BEARING AND DISTANCED.E.---DRAINAGE EASEMENTEX.-----EXISTINGAC.--- ACRESNIP--NEW IRON PIPENIS--NEW IRON STAKEC/L--CENTER LINECP--CALCULATED POINTN/F--NOW OR FORMALLYR/W--RIGHT OF WAYPRELIMINARY PLATNOT FOR RECORDATIONCONVEYANCES OR SALES0LA N DSURVEYORE
ENORTHCAROLINA
No. 1514SEALM I C K E YR.BENNETTPROFESSIONA L MINIMUM BUILDING SETBACKSFRONT YARD ---- 35'REAR YARD ----- 20'SIDE YARD ----- 10'MAXIMUM HEIGHT --- 35'CORNER LOT SIDE YARD-20'I,MICKEY R.BENNETT,DO HEREBY CERTIFYTHAT THIS SURVEY CREATES A SUBDIVISIONOF LAND WITHIN THE AREA OF A COUNTY ORREGULATES PARCELS OF LANDMUNICIPALITY THAT HAS AN ORDINANCE THATC3UC3UC4U UTILITIES & UTILITY EASEMENTS1219685979578841191008610283919912593123120808281101771261221249492987990888789WWWWWWWWWWWWWWWWW/VW/MW/VW/MOW/MOOOOOW/MW/MW/MW/MW/MEX.2"WATERLINEW/MOOOO W/VEX.2" WATERLINEB/OEX.6WATERMAINW/MW/MOOOOEX.FIREW/MW/MEX.6 WATER MAINHY.W/MOW/MOW/MW/VW/MOEX.6 WATER MAINOOOOOW/MOUUU
W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W
WWWWW
WW WW
W WWWW
WWWWN 69°28'54"E178.00'N 69°28'54"E10.04'N 67°51'25"E184.81'S 73°26'35"W149.19'N 22°24'56"W71.99'196.19'N 74°54'41"E179.32'3 0 .3 2'N 6 2 °46 '0 7 "W
4 9 .3 6 'N 83°13'17"E292.20'N 87°24'35"W74.82'S 80°23'28"W254.11'S 56°51'55"W74.64'92.06'S 80°41'36"W256.73'S 29°23'32"W114.22'N 04°37'21"W510.21'N 48°21'49"W31.26'S 85°22'49"W201.41'N 81°37'09"E241.07'N 25°22'04"W 156.10'N 73°38'44"E203.82'119.33'S 04°37'21"E510.21'84.05'S 25°22'04"E 156.45'
N 65°18'44"E10.00'N 65°18'44"E191.08'S 25°22'04"E 155.99'S 62°29'43"W223.30'N 59°2 5 '5 7 "W119.99 'S 85°22'48"W241.80'S 04°37'21"E439.50'S 85°22'46"W244.29'N 85°22'47"E243.04'90.01'84.19'N 03°49'40"W90.01'N 86°32'45"E245.52'N 03°49'40"W85.01'78.79'S 22°39'25"WS 35°05'51"W108.76'S 55°40'55"WN 28°11'17"W
149.30'
N 25°22'04"W 157.30'44.71'N 03°49'40"WS 05°23'22"EN 87°15'20"E199.37'N 04°37'21"W439.50'C6A255.00'C2A 205.00'(TOTAL)(TOTAL)(TOTAL)78.85'5.49'(TOTAL)C578.53'50.00'5.49'N 16°30'35"W(TOTAL)63.29'(TOTAL)59.15'CURVE RADIUS LENGTH CHORD CH.BEARING(TOTAL)S 53°50'25"E205.00'(TOTAL)74.22'C3C673.82'50.00'S 14°59'43"E41.33' 40.16' N 19°03'31"EC1AC1CURVE RADIUS LENGTH CHORD CH.BEARINGC2C6AC4C750.00'C1U 265.00'41.15'95.95'40.00'95.43'N 66°19'05"ES 14°59'43"E51.28'C2U 195.00'C1AC1 255.00'
C1A 70.60'C2A 50.00'70.22'92.33'C1
C1U
C2
C2U 65.25'C3N 14°59'43"W91.82'CURVE RADIUS LENGTH CHORD CH.BEARINGC460.72'C5N 14°59'43"WS 19°48'35"WC3UC660.00'C7CURVE RADIUS LENGTH CHORD CH.BEARING262.35'205.00'50.00'97.98'74.22'7.60'N 59°21'30"W7.59'73.82'S 61°33'04"WS 14°59'43"EC4U 15.00'255.00'C2C2A25.00'18.46'13.48'30.77'17.32'13.48'28.87'N 30°38'30"EN 06°08'14"WS 30°38'30"WUTILITY CURVES