Revised 10-4-19 (1)*PECAN20823 SFTREE20440 SFVICINITY 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 SCALEWWW20'D.E.STRUCTURES THERE IN ,SO AS TO MAINTAINHARNETT20'D.E.HECTORS'S CREEKOF TRANSPORATION APPROVED20' D.E.20' D.E.OLD HEADGRID NORTH NAD 83WAYRA-30WS-IVMINERAL SPRINGS LANE (50'PUBLIC & UTILITY EASEMENT)STRUCTURES ARE TO BETHE INTEGRITY OF THE DRAINAGEFINAL MAJOR SUBDIVISIONOLD HEAD WAY (50')CONSTRUCTED ON PUBLICSYSTEMS AND INSURE POSITIVE DRAINAGE.RIGHT OF WAYSHEET 2 OF 3ALL DRAINAGE EASEMENTS SHALL BEDEED REFERENCESITEFUTURE DEVELOPMENTDEED BOOK 3659,PAGE 801DEDICATED AS PUBLIC AND IT SHALL BEFUTURE DEVELOPMENT19266BSTORMWATERMAP REFERENCEPONDPHASE IIIBTO BE MAINTAINEDMAP NO.2018-20THE RESPONSIBILITY OF THE PROPERTYPHASE IIIABY HOAMAP NO.2018-382AVERY POND DR.SHEET 2 TO BE USED IN CONJUNCTION WITH SHEETS 1 AND 3MAP NO. 2018-321SR 1427OWNERS TO MAINTAIN THE DRAINAGEUS 401 NMRBMRBRVB80'80'NORFORK & SOUTHERN RR.40'0653-34-4823.000AVERY POND SUBDIVISION PHASE IIICEASEMENTS AND ANY DRAINAGE(PUBLIC & UTILITY EASEMENT)ONLY NORTH CAROLINA DEPARTMENT080654 0090 03MINERAL 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 SALES0L AN D SURVEYORE
ENORTHCAROLINA
No. 1514SEALM IC K EYR.BENNETTPROFESSIONA L 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 THATWWWWWWWWWWWW W W W
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WWW W0.469 AC.0.478 AC.21137 SF0.475 AC.20690 SF0.510 AC.22213 SF20703 SF21835 SF0.501 AC.20528 SF0.504 AC.20172 SF.0.471 AC.0.463 AC.0.469 AC.20233 SF0.464 AC.21502 SF0.494 AC.23871 SF21288 SF0.548 AC.0.489 AC.23445 SF0.538 AC.0.475 AC.0.485 AC.21650 SF0.497 AC.20045 SF0.460 AC.S 20°48'31"E120.00'N 69°28'54"E178.00'117.00'100.00'
S 29°00'35"E
112.58'
40.30'N 67°51'25"E184.81'94.51'S 04°37'21"ES 73°26'39"W149.19'33.51'126.48'
37.88'117.67'N 74°54'41"E179.32'N 73°38'39"E203.82'119.33'N 04°37'21"W90.00'92.06'90.00'N 78°54'40"E290.07'S 56°51'52"W74.64'S 80°23'26"W254.11'45.34'N 87°24'35"W
74.82'30 .32 '80.00'N 22°24'56"W71.99'S 80°41'38"W256.73'123.52'S 29°23'41"W114.22'N 62°46'07"W
49.36'44.05'25.00'N 5 9°26 '06 "W
1 19 .99 '90.04'N 48°21'49"W31.26'S 85°22'39"W201.41'51.28'N 81°37'00"E241.07'84.05'138.11'N 65°18'44"E191.08'S 25°22'04"E
58.99'102.00'S 62°29'43"W223.30'N 08°45'41"W112.28'S 04°37'21"ES 85°22'39"W241.80'90.00'S 04°37'21"E90.00'85.00'S 85°22'39"W244.29'N 85°22'39"E243.04'90.01'79.99'84.19'90.01'N 85°22'39"E245.47'N 03°49'40"W85.01'99.62'S 42°00'52"E S 14°28'51"E78.79'22.00'S 22°39'25"W165.67'S 35°05'51"W108.76'S 55°40'55"W304.95'N 28°11'17"W
149.30'
N 25°22'04"W
44.71'N 03°49'40"WN 04°37'21"W82.29'N 87°15'20"E199.37'50.25'S 09°04'25"E105.93'S 03°18'45"E100.00'S 05°23'22"ES 19°48'35"WC1A25.00'C2C2AC530.77'C1A 50.00'C2A28.87'63.29'S 30°38'30"W59.15' S 53°50'25"EC6AC6C3C6A50.00'CURVE RADIUS LENGTH CHORD CH.BEARING41.33' 40.16' N 19°03'31"EC4C750.00' 41.15'21938 SF40.00'C1N 66°19'05"E255.00' 78.85' 78.53' N 16°30'34"W
C1 255.00'C2
C3C413.48'C 5C713.48'C6N 06°08'13"WCURVE RADIUS LENGTH CHORD CH.BEARING205.00' 68.74' 68.42' S 15°45'43"E50.00'205.00'50.00'7.60'5.49'65.25'7.59'5.49'60.72'S 61°33'04"W