Revised 10-12-18L A N D SURVEYORE
ENORTHCAROLINA
No. 1514SEALM I C K EYR.BENNETTPROFESSION A 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 THAT22 .90'2 2.01 'ZZ
100106104101190105102182183103SEE NOTE 72VICINITY 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 #N 02°08'48"E22.02'S 67°24'34"W263.65'O LD H E A D W A Y (50')SR 1429 US 401 N(PU B LIC & UTIL ITY EASEM E N T)HARNETTNORFORK & SOUTHERN R/RRONALD HALLHECTOR'S CREEKPOND1" = 100'NOTE:THIS AREA BETWEEN CULDESAC R/WRA-30AVERY POND DR.20'D.E.DEED REFERENCEWS-IVDB:1164,PG:709 PARCEL THREE20'D.E.SEPTEMBER 12,2018SQUIRE ST.20'D.E.DEED BOOK 3328,PAGE 980ROWLAND0653-35-6516.000AND NEW R/W WILL BE COMBINED WITHDR.MINERALTRALEE CT.(50')DEED BOOK 3578,PAGE 937080654 0090 02SPRING LN.THIS MAP TO BEP LA N T E R B U F F E R
AVERY POND SUBDIVISION PHASE IIIALOT 14 AVERY POND I.MAP REFERENCEUSED IN CONJUCTIONMAP NO.2017-379(20010 SF)MAP NO. 2016-141MAP NO. 2016-14120' UTILITY EASEMENTWITH SHEET 1 OF 1MAP NO. 2018-20(20011 SF)20' UTILITY EASEMENTRONALD HALL(20006 SF)NOTE 72:(PUBLIC & UTILITY EASEMENT)DB:1164,PG:709 PARCEL THREETHIS LOT SIDE BUILDINGMINERAL SPRING LANE 50' R/W (PUBLIC & UTILITY EASEMENT)GRID NORTH (NAD 83)SETBACK SHALL BE 25'MAP NO. 2018-20SQUIRE STREET 50'R/W (PUBLIC & UTILITY EASEMENT)FUTURE PHASE IIIBFROM CENTER LINE OF 8"FUTURE PHASE IIICAVERY POND IAVERY POND I18237SED.POND #3MRBMRBEASEMENTWATERMAIN.RVB100'100'PROPOSED 20'D.E.SITE5025'FINAL MAJOR SUBDIVISIONSR 1427PAGE 2 OF 225'100 0 100 200 300GRAPHIC SCALE - FEETNORTH 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. 2018.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 WAY0109N C S R 1 4 29(C H A L Y B E A T E R D )20' D.E.20' D.E.20' D.E.20' D.E.20' D.E.23200779619929132197741851927219873991977516288076195248215268110818321891912519187186194311419317982079188302718422107196W WWWWWWWWW W W W W W
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10'PUBLIC UTILITY EASEMENT0.462 AC.0.462 AC.0.536 AC.0.544 AC0.488 AC.0.461 AC.0.463 AC.0.4594 AC.0.483 AC.0.4594 AC.0.462 AC.0.4594 AC.0.669 AC.0.479 AC.0.591 AC.0.629 AC.N 67°24'33"E254.47'132.13'
S 02°08'48"WS 22°30'08"E20.00'N 67°24'43"E71.08'114.44'S 43°42'01"E207.87'N 23°3 2'16 "W S 13°39'56"WN 67°24'43"ES 2 3°3 2'16 "E
N 67°24'43"E
50.01'23.00'253.83'N 13°39'56"E
23.00'65.50'S 67°24'42"WN 67°24'42"E69.48'250.43'N 32°27'21"E70.65'77.54'S 63°37'22"W206.23'50.00'S 50°02'30"W188.82'N 55°59'23"W276.98'40.00'142.38'N 78°35'07"E207.70'141.98'N 88°56'01"W199.04'151.10'S 73°53'59"E232.01'145.80'S 20°48'31"E120.00'11 7.00 'N 25°22 '0 4"W
100.00'S 69°28'54"W178.00'S 2 9°00 '35 "E1 12.58'138.15'S 65°18'44"W191.08'102.00'N 08°45'39"W112.28'S 88°33'21"W192.38'N 22°35'18"W225.35'159.85'S 14°49'33"W120.56'S 22°40'16"E249.57'83.30'80.30'N 22°35'18"W250.10'80.50'S 67°24'42"W80.50'N 22°35'18"W250.10'80.50'N 22°35'18"W250.10'79.84'N 67°24'43"ES 22°35'18"E250.10'80.30'80.50'80.50'S 22°35'18"E250.10'80.50'N 18 °15 '05 "W
25 0.4 4'N 67°24'42"E173.48'S 25°22 '0 4"E
10 5.00'S 51°07'58"WC149.00'C3513.00'255.00'C13255.00'47.06'205.00'46.03'13.00'58.15'11.58'10.08'S 46°21'25"E13.00'58.02'13.00'17.52'10.08'N 17°04'36"W12.48'24.44'C32N 12°32'00"E16.40'N 74°22'26"W50.00'S 69°09'22"WS 32°00'35"EC10C20C2N 37°15'12"E49.00'20.42'255.00'C36C12205.00'21.05'47.06'97.67'205.00'C15N 77°29'35"E14.72'97.07'48.45'21.00'14.71'50.00'N 00°25'43"E48.34'(TIE LINE)C33S 65°21'19"W15.33'13.00'13.00'255.00'S 77°40'15"W18.38'(TIE LINE)C318.83'12.00'71.30'205.00'C3756.83'C19S 48°27'10"WC2211.58'12.48'255.00'71.07'10' PUPLIC UTILITY EASEMENT133.37'12.00'S 41°32'50"EN 75°52'10"EC34 N 75°25'19"E15.04'N 21°01'19"E131.03'C35C3615.04'N 50°33'31"WS 04°58'18"EC37C17N 65°43'20"EC3813.00'50.00'C4N 09°54'11"W53.82'255.00'C3850.00'255.00'11.58'80.04'C 1
C74.49'C2 C2862.45'20.45'79.71'50.00'S 25°53'55"E4.49'N 20°53'34"EC11N 36°39'42"E64.69'52.94'N 83°56'13"E18.36'C4 50.50'C813.00'C25C5C9N 55°06'36"W255.00'58.47'C918.41'C1481.80'C34C10C3 255.00'13.00'C2962.33'13.00'C5 81.45'50.00'N 39°30'48"E62.33'60.27'62.17'N 54°50'35"E49.47'S 42°26'32"WN 50°29'12"W62.17'C6N 20°40'03"E47.48'C21C18N 20°40'03"EC620.42'S 66°12'45"W205.00'C2420.39'19.79'255.00'C8CURVE RADIUS LENGTH CHORD CH.BEARING90.53'C16C3089.79'50.00'50.00'13.00'S 26°18'58"W49.00'C1150.00'C27 13.00'47.06'17.93'C26C12C718.38'12.00'S 09°47'35"W205.00'47.83'C2312.00'17.61'11.58'87.06'S 39°26'29"WS 68°58'41"EC31N 51°13'42"W86.41'50.00'