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HomeMy WebLinkAboutACC Ph 9 Sect 1-4_Prelim map (2)I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN GRANTED PRELIMINARY APPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD PURSUANT TO THE REGULATIONS SET FORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE MARSHAL, PLANNING, AND PUBLIC UTILITIES OF HARNETT COUNTY, N.C., SUBJECT TO RECORDATION IN THE HARNETT COUNTY OFFICE OF REGISTER OF DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW. DEVELOPMENT REVIEW BOARD CHAIRMAN DATE TITLE REFERENCE BEING A PORTION OF THAT TRACT DESCRIBED IN DEED BOOK 1346 PAGE 98 TAX PARCEL # 0505-86-8897.000 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE Li N8T33A561V 60.00 L102 N8706'16"W 48.07 L203 Na -31'55"E 155.00 L2 I 58303'2514 125 .00' 1_103 N30'221V 84' 9856' 1_204 NO728'05'W 33.86 1_3 57600188E 125.00 [104 S2T59531V 151.65' 61.05 SOT28'05"E 75.00' 1_4 58658'32 125.00 L105 N74'0804"E 125.00' -115700' -ED 1_208 $82'3755 155. 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R505705"E 8.06' 1_251 N28-42.37 20.00 L50 S66`47'44 -E 33.78' L151 582-4839"W 253.85 1_252 52642'37 100.00' L57 SI7'16'05 125.00 LI 52 523-12'16'W 26.94' 1253 S61'1723 85.00 L52 N054723"E 12&DO' 7153 N2312'16"E 7723'- 1254 S61-1 23 70.00' L53 N05'41'19'W 125.00p L154 5664 44"E 404.25' L255 5264237 E 125.00' L54 _§l__710017E 125.00 1_755 5235212'W 99.72' L256 N61'17'23 60.00 LS5 S2 3E 725.00 1_756 -N69'4744 85.78' 1_257 5617723 71.56' 1_56 N61'1723"E 69.60 L157 N664744�N 70.00' L258 S2842'37"E 125.00' 1_57 581'1723 70.00 1_158 52312167E 125.00' L259 N61 -17.237E 102.51 L5B 526473 E '125 00 [758 ST647'44'E 61.92' L260 N61 -17'23 'E 43.12 1_59 56t'17'23W 69.60' 1_760 _664744 70:00' L261 5770532 106.61' L60 N61 -17'23`E 70.00 Li61 N8647'44W 70.00 1_262 3T0 N 904 161.55' L61 N61'17'23"E 70.00 1_162 52312'16'00 125.00 1_263 N87'0719 120.92' L62 N2642'37 125.00' 1_163 566474470.00' 9547 22' . 1_264 517t4'54"E 164.86' L63 N87'1723 E 70.00 L164 N66'4744"W 70.00' 065 58555'33 732.57 L64 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56607'48'E 73.39' L280 56823987E 5.D4' 1_79 526423 70.00 Li W S66-67 48'E 70.00' 1_281 568'29'33 38.07' LBO N61'iT23"E 125-00 L161 S660748 70.00' L282 N662933 _T13027E 70.00' 1_87 528'42'37 100.34 1_782 523'5212 128.26 1_283 32'00 125.00' 1_82 NMS22`E 71.84 Liss N66474400 70.00' L284 S6629'33 101.26' L83 1_84 §4308'W'E _97-T06 4_4'9 10354 141.53 L184 1_785 N6647'44 W -W6-6'47'4417 70.00' 70.00' 1_2&5 1_286 50728'059/ 5072808 45.73' 24.27' Les 5104 53 100.05' L186 52352'12'W 127.45' L287 N82'31'S5"E 125.00' LB 57047'53E 89.32 L187 56607'48"E 70.00 1_288 N072805 104.58' 1.67 S87'1 5:19-W 772.83 L78B 56607'48"E 70.00' L289 58629'33 80.88' 1_8 542'3TOO"W 163.89' 1_789 5235212'00 726.63' 1290 80728'08"E 55.26 LB N4600'tO 90.83 1_790 S664744E 70:00' 1.291 §07'2805 70.00 L9 -W56-2500'00 100.73 1191 56647'44E 70-W L292 S0T28'O5 70.00 L91 N7658 00 99.71 L192 N2352 12'E 12552' L293 N8731'55 125.00' L' 52645'10 160.17' L193 S660T48E 70.00' L294 SOT2805 70.00 514'53'20^5 aT1 T 1_794 966074819 80. W' 1_295 §OT2805 34.33' L9 N8T44'15 95.00 1_195 52352 72 125.01" 1_296 §82'31' 125.00' 10 SOt'O7'31`W 131.88 [196 966'4T44'E 55.29' L297 SOT28'05 34.33' L9 5&835-21'00 93.02 1_797 823'52'1219 60.00' 1_298 N8735'23'E 125.00 L9 N773417'W 75.97 1_198 52352'12'00 39.38' L299 57632'47"E - 125.00 L N772638 134.24 1_799 52352'72"E 16.33' L300 585237787E 5.04' 1_g 57733227E 2.00 1_200 N6607'46'W 148.70' 1 5864744 E 77.24' L1 0 877332200 69.84 1_201 50728'05 60.00' 1_302 523-5212'W CURVERADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 495.00' 36.09 36.09' 5002044 4'1040" C2 52.96 65.59' 61.48' §361143'00 705755" C3 495.00' 562.01 532.37' N34'1610 6503'08" C4 535.00 65.74' 65.70' 51027'48"E T0277- 02 77"C5 05 660.00 81.10' 61.05 N1M2748'W T 27- C6 0.-00 81.10 81.05 -N-1750 �15 702'27' C7 536.00' 65.74' 85.70 Ni73095'W T0227" GB -9-35 _00' 85.74' 65.70 524732 42 702 2 C9 660.00 81.10' 81.05 N24'3742'W 70227- 710 660.00 81.10' 81.05' N31'35'08"5 70227' C11 535.00 65.74' 65.70' 53135087E 70-2'27- 02 27C12 C12 660.00 81.10' 81.05 §3637 '35E 702'27" C13 535.00 65.74' 9.70 5363735"E 70227' C14 860.00 81.10' 61.05 S45'40'02'E 70227" C75 535.00 65.74' 65.70 §:i'40'02'E 70227' 718 680.00 81.10 81.05 55742'29'E 702'27 C77 7535 �00 _65 �74 65.70 N5742'29"W 702'27" C18 535.00 65.74 65.70 N59'4455 702'27" 719 -iso -o0 81.10 81.05' N59'44'55 702 27" C20 -9g5 00 40.62' 40-62 56501'S6"E 3'31'35" C21 535.00 32.93' 32.92' 56507 567E 331'35 C22 970.00 10.75' 10.75' SW2841"E 038'06" C23 25.00 39.28' 35.36' _N21-08 43W 90 01 '50' C24 25.00' 37.83' 34.33' N772904 8642'33" C25 970.00 66.98' _66 �97 564749 02 57236 T5723- 6 2500 43.37' _S8 -13' 07334'02"E 99'23'39" C27970.00 105.26' 705.21' §553737'E 61303" C2B 1030.00' 129.52' 129.43 NS4.0714"W 71216- C29 25.00 35.60' 32.67 N7655'35'W 8735'34" C30 25.00' 3898' 35.15' 56832'7 b'E 89'2004 C31 315.00 32.64' _T2 �62 SIBW4549 E 55611" C32 315.00' 63.11' 63.00 5762616E 11'28'42" C33 440.00 4559 4557 569'4549 55611" C34 440.00 88.75 - 88.00 5762816"E 71'28'42" C35 440.00 88.15' 88.00 58756 58"E _Fl'28 42 C36 315.00' 63.11 63.00' SF956'5 11'28'42" C37 315.00 63.71 63 -OB 5763420E 11'28'42' C38 440.00 88.15' 88.00 N7634'20'E 11'2842 C39 440.00 6825' 88.10 N6T05'14`E 11'29'30" C40 375.00' 63.07 62.96' N6705'51"E 11'28'16" C41 175.00' 19.28' 19.27' 5360803 W 61839" C42 175.00 58.81 58.33' N4523D5 19'1117" -el C43 -360 �00 33.04' _S3 �03 _ N5608'03"E 8 39" C44 300.00' -1-0047 100.00 N45'23'05E 199197- C45 300.00' 100.47 100.00 N2611'48"E 171117- C46 175.00' 58.61 58.33 N26 -11.49-E 19'1197" C47 175.00' 48.60' 48.45 - N563647"E 1554'44" 048 175.00' 10.01 10.00' 50056 51^5 316 33" C49 -300 �O0 100.47 100.00 S0T00'31 19'11 17' C50 300.00 700.47 100.00 NlZlV47W 1911117 C51 775.00 58:61 58.33 N1710'471V 19'11'17 C52 175.00 21.19 21.17' 5251431 65812" C53 5W.0�0 36.32' 36.30' N251IV31'W 656.12" C54 25.00 41.66' 37.00 N7701 39"E 952 32" C55 205.00 127.07 125.04' S84'41'11"E 3530'53" C56 25.00' 35.55 32.63' 926 11'20"W 81'28'49- 057 50.00' 125.38 95.02' T17'17'W 14340'44" C58 .60.00 46.79 45.10 N2470350 5337'02 C59 50.00 3750' 36.63 824'1352 4758'21 Cfi0 - 255.00' 7.42' 7.42' 54633'01 1'39'58" C61 -755 �O0 61.70' _F1 �55 N5418'55 W 1351 50' C62 255.00 61.70 61.55 5661015 1351'50 C63 255.00 61.70' 61.55 -NO 02 35iV 1 S51'SO' C64 255.00 59.94' 59.87 NW1 26 1328'08" C65 255.00' 66.94 66.74' 5700210 1502'247 C66 25.00 31.65' 29.5T N81'73957W 7731'33" C67 255.00'. 75.86 75.56 -§F328477E 170238 C68 255.00 61.70 61.55 5665607 1351'50 C69 255.0 42.38` 42.33 9803737'^00 931'22` C70 255.00' 74.86 74.86 -W870329"W 3'20'21" C71 380.00' 63.16 63.CV S803 37 731'22" C72 - 380.00 22.15 22.14 58T0329"E 32021' C73 255.00'. 67.70 _6l55' 584'20'25 - 1357 50` C74 255.00 39.68' 39.64 57757 027E 664'58" C75 380.00 81.95' 91.72 S842025 7357'50" C76 380.00 59.13 59.07' -9775702"W 654'58" C77 205.00 50.23' 50.11 N7530'44"E 14'02 22" C78 255.00 51.66 51.57' _ N7643'41'E 11'36'27" C79 255.00 25.04' _i503 5660640^5 5'3735" C80 255.00 62.36 62.21 5561732 14'00'43" C81 255.00 62.46 82.30 544'16 /1 14'01'59" C82 ZT00 10.70 10.70 N360304 724'73" C83 1040.87 83.34 83.32' 5374419 _W3517- C84 1025.00' 13752 137.41 5277713"00 747'13" C85 25.00 39.27 35.36 9661716'E 9000'00" C86 _T35 _0' 148.37' 147.65 §STD7 27 E 1732$3" C87 435.00' 358.96 348.86 51738157E -W21-47 477647' C88 25.00 39.27 35.36 44"W 90'W'W" C89 1030.00 64.95 64.94 N64'S9 20"W 536'47" C90 25.00' 40.56' 36.25' 57020 377E 9756'51" C91 25.00' 39.56' 35.56 _!al'2i46"E 9039'56" C92 25.00' 39:27 35.36 _$68`1216^5 9000'00" C93 25.00 41.80' 37.10 57654'03'E 9547 22' . C94 25.00 38.98' 35.15 N663214 89'20'04 095 205.00' 108.45 707.19 SOT41'15"W 3018'40" C96 25.00 39.27' 35.38' 5572WOS'E - 9000 W' C97 205.00' 74.83' 74.42 57704'2 20'54'56" C98 205.00 95.77' 94.90 54613 WE 264602" C99 975.00' 99.64 98.60 M31 -55'18 'E 55199 C700 25.00 39.56 35.56 521'27'46T_903956 C701 265.00 58.47 58.35 -973-06 �58E 173828' 7702 265.00 113.28' 112.42' S88'19'00"W -TIF-2V36- 4'29'36"C703 Cl _0 _TZ 00 30.89 30.83 S7306587E 1736 7704 140.00 59.85' 59.39' N8619'00'E 24'29' C705 140.00' 36.11' 36.01 N6640'47 14'4649" 71G6 26.00 68.36 68.77 -S8640'47'W 144649" C107 125.00 796.35' 176.78 §1617'23"W 90'00'00" C10 25.00 39.27' 35.38 N734237'W 96'W OC C709 25.W 21.03' 20.41 83771'41"00 4677'23' -9 _Z5 _10 50.00 56.80 53.79 _945`3834'00 05' C711 50.00' 42.73' 41.44 577'7954 4657'57 C112 50.00 42.56' 41.29 52627 119 464629' Ci 13 50.00 42:56 41.29 52018 47 E 4646 29 C714 50.00.56.53' 53.57 N7T0524 64'4644 C715 2&00 9.85 9.79 N81'48 4t 2734'53' C716 25.00' 11.77' 11.08 N74'OS'38"E 2536'30 C717 25.00' 39.27 35.36 5761723W 900000' C118 205.00 22.67 22.68 -W31-524419 62013" 0779 205.00 -T6-. 16 -16.1 _1' N40WOO'W 100620 0120 205.00 143.96 141.02 5651614 401408 C121 255.00' 25.64' 25.62 N7T22'21"E 545'36 C122 -75 00 35.66 _i2 77 32'00 81'4314' C123 255.00 31.47' 31.39' SO3'S821'E 70328' C124 255.00 59.88 59.74' S064336"W 1377'73 C125 255.00' 46.36 48.30 N1939 42 '1024'59 C726 7025.00' 427 4.27 N231926"E 01420 CERTIFICATE OF OWNERSHIP AND DEDICATION WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA AND THAT WE HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER LINES TO THE COUNTY OF HARNETT. 1�•21•l7 DATE O ANDERSON CREEK PARTNERS, L.P. BY: ANDERSON CREEK, INC. G.P. BY: DAVID N. LEVINSON - PRIES. 125 WHISPERING TINES DRIVE SPRING LAKE, N.C. 28390 STATE OF NORTH CAROLINA COUNTY OF I, REVIEW OFFICER OF COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICER DATE STORMWATER CERTIFICATION I CERTIFY THAT THE EROSION CONTROL FACILITIES ARE CONSTRUCTED AND INSTALLED IN CONFORMANCE WITH THE ORDINANCES, RULES, REGULATIONS, DRAINAGE DESIGN STANDARDS OF HARNETT COUNTY, THE STATE OF NORTH CAROLINA AND THE APPROVED EROSION CONTROL PLAN. SIGNATURE DATE I, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND (REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000+ ; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY Of?IGINAL SIGNATURE, RE, LICENSE NUMBER AND SEAL THISMED A.D., 20 -El PRO S LAND SURVEYOR L-3972 LICENSE NUMBER GAR0',' oa-,W3972 �,Rey1lk 4;1G4.. I, JEFFREY L GREEN, PROFESSIONAL LAND SURVEYOR, NO. L-3972, CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47-30(f)(11): THAT THE SURVEY CREATES A SUBDIVISION AREA OF A COUNTY OR MUNICIPALITY THAT REGULATES PARCELS OF LAND. SUR El 01(201`1 DATE PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS CERTIFICATION THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT OF TRANSPORTATION'S MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED TO THESE STANDARDS, PAVED, AND IN AN ACCEPTABLE STATE OF MAINTENANCE. APPROVED: DATE: ENGINEER OF RECORD OF LAND WITHIN THE HAS AN ORDINANCE THAT PRELIMINARY SUBDIVISION PLAT FOR ANDER$ PHASE 9 ON CREEK (SOUTH) (SECTIONS CLUB 1-4) ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH CAROLINA SCALE 1" = 200' MAY, 2017 REV SEPT 5, 2017 GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. SHEET 9 OF 2