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Home My WebLink AboutACC PH8 2B mapEEQP05 D SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDAR0 MME[ ARQH 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: ENGINEER OF RECORD SITE DEVELOPMENT DATA: (PHASE 2B) JURISDICTION: HARNETT COUNTY ZONING: RA-20R DEED BOOK: 1388. PG. 526 P.I.N. //: 0505-86-8897 RIVER BASIN: CAPE FEAR TOWNSHIP: ANDERSON CREEK PROPERTY OWNER: ANDERSON CREEK PARTNERS LP PROPOSED USE: RESIDENTIAL TOTAL TRACT ACREAGE: 5.09 ACRES NO. OF LOTS 18 MIN, LOT SIZE REQUIRED: 7.500 SF MIN. LOT WIDTH: 60' (AT BUILDING SETBACK) MIN. LOT SIZE: 7,500 SF STREET R/W WIDTH: 50' & (60' Anderson Lake Dr.) (SECTIONS 29) AREAN R/W: IN 1.619 Ac AREA LOTS: 3.47 Ac LF OF STREETS (SECTIONS 28): ANDERSON LAKE DRIVE 60' R/W (PRATE) 645.92 LF C� FALLS CREEK DRIVE 50' R/W PRNNA 586.71 LF LF OF PUBLIC WATERLINE 763 LF (PHASES 2B) LF OF PUBLIC SEWER: 816 LF (PHASES 2B) AVERAGE SEWER FLOW (360 GPD/UNIT): m TOTAL (18 UNITS): 6,480 GPD ro O ip rn I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN GRANTED FINAL APPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD PURSUANT TO THE REGULATIONS SET FORD( 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 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 PUN. SIGNATURE DATE CERTIFICATEOF 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 HARNE17 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 EREON ARE TO BE PRIVATELY MAINTAINED. FURTHER RE I HEREBY DEDI TE ALL SANITARY SEWER AND WA� THE COLA OF HARNETT. 2 201 DA O ANDERSON CREEK PARTNERS, LP. BY: ANDERSON CREEK, INC. G.P. BY: DAVID N. LEVINSON - PRES. 125 WHISPERING PINES DRIVE SPRING LAKE, N.C. 28390 LEGEND ® NEW IRON ROD 4w FIRE HYDRANT/VALVES LOT LINES PROPOSED ROAD R/W BUILDING SETBACKS SEWER & DRAINAGE EASEMENTS O - EXISTING WETLANDS PROPOSED 8" SEWER MAIN ---" EXISTING e" SEINER MAIN EXISTING WATER MAIN SETBACK NOTES ►A7 FRONT = 30' IF THE STREET.RIGHT OF WAY IS 60' OR MORE 35' IF THE STREET RIGHT OF WAY IS LESS THAN 60'. ALL AS MEASURED FROM THE FRONT PROPERTY LINE TO THE BODY OF THE STRUCTURE. REAR = 25' AS MEASURED FROM THE REAR PROPERTY LINE TO THE BODY OF THE STRUCTURE. SIDE= 10' AS MEASURED FROM THE SIDE PROPERTY LINE TO THE BODY OF THE STRUCTURE ON ONE SIDE OF THE STRUCTURE, UP TO 5' AS MEASURED FROM THE SIDE PROPERTY LINE TO THE BODY OF THE STRUCTURE ON THE OTHER SIDE. IN NO CASE SHALL A FIXED OR OPERATING WINDOW, DOOR, OR OTHER OPENING BE I FCS THAN 10' FROM A SIDE PROPERTY LINE AS MEASURED FROM THE PROPERTY LINE TO THE FIXED OR OPERATING WINDOW, DOOR, OR OTHER OPENING. 175 I, JEFFREY L GREEN, CERTIFY THAT THIS PUT 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 SEALTHI�INAL SIG R ENSE NUM AND DAY OF A.D., 20� ND SURVEYOR j S L 72 ENSE NUMBER 0. =�'• ; ra SEAS (-39709 2 a ,' �: ✓ 9�� SUIT}J� ��(/_: al ANDERSON CREEK PARTNERS, LP PIN-0505-86-8897 DB 1346 PG 98 5' UTILITY EASEMENT (TYP.) C5 �L 1 p ANDERSON CREEK CROSSING/ PHASL' 2A MAP # 2017 PAGE 245 112 1Z6 \1N3 127 �i O Q 1T 1z5 �i \0 12A 123 I1A N N h N O' � -n m \ o U+o a>o c"Ino p l0 co 11 oL v'In� J>�� I ��y104 J n i 0 j (ate J n-P f j I lam 1 bo _.._OTo- ��oi's � Zvy � mtO No rA NO j➢.9N N J O Zie Q 115 •-WTLANDSOPEN SPACE E- •.ANDERSON I' I CREEK PARTNERS, LP PIN-0505-86--8897 I DB1346 PG 98 I 117�� I I 118 122 -I -I f-9 I 121 120 I I I I UTILITY EASEMENT DS 33.28 PG 179 MAP# 2015 PG 212 1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2OD0' OF THIS PROPERTY. 2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAY, STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE. 3. SANITARY SEWER AND WATER TO BE PROVIDED BY HARNETT COUNTY. 4. TOTAL LOTS: 18 - SECTION 2B - TOTAL AREA - 5.09 ACRES 5. AREA BY COORDINATE COMPUTATION. 6. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE. 7. ANDERSON CREEN CLUB PROPERTY OWNERS ASSOCIATION WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION. B. PARCEL IS IN FLOOD ZONE "X", FIRM PANEL NO, 3720050600 J. EFFECTIVE DATE OCTOBER 3, 2006. 9, EXISTING ZONING CLASSIFICATION - RA 20R 10. STREET RLGFTr-OF-WAY TOTAL UNDER FEET - 1232.63' 11. SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE FOR PLANNED UNIT DEVELOPMENT AND MAY VARY ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW. 12. COMBINED GRID FACTOR = 0.999868142 13. LAND USE PLAN CLASSIFICATION IS MEDIUM DENSITY RESIDENTIAL. 14. A CERTIFIED SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED PRIOR TO SLAB CONSTRUCTION, 15. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES. 16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS. 17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK PAGES - I& FIRE HYDRANTS ARE INSTALLED NO FURTHER 'DIAN 500' FROM THE CENTER OF ANY LOT FOR SECTIONS 2B. 19. ALL UTILITY EASEMEMS, DRAINAGE, AND OPEN SPACE ARE THE RESPONSI UTY OF THE PROPERTY OWNERS ASSOCIATION. 20. MINIMUM LOT SIZE LOTS 103. 107, 108 (7,5D0 SF, OA7 AC) 21. RAY ROAD IS ON THE NCDOT THOROUGHFARE PLAN. 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 SUBOMSION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF t Su �a Mtv 13 OAT , ANDERSON CREEK PARTNERS, LP PIN-0505-86-8897 DB 1346 PG 98 EXISTING 8" SEWER EASEMENT EXISTING 8" GRAVITY SEWER 1 EEK pRIVE �FUTu j , FA'k-us CR FOPUSPACEI� WETLANDS Una Table Una III Length Direction L17 57.933 S73' 08' 18.16"W L28 55.000 S89' 48' 30.67"W L11 62.000 S73' 08' 18.16"W L14 62.000 S73' 08' 18.16W L22 31.586 589' 48' 30,67"W L25 62.000 S89' 48' 30.67"W L1 46.879 S73' 08' 18.16°W L3 46.879 S73' 08' 18.16"W L7 62.000 S73' 08' 18.16"W L27 100.000 SOO' 1 V 29.33"E L63 47.522 1 N73' 08' 18.16"E L59 78.969 N73' 08' 18.16"E L56 60.000 N73' 08' 18.16"E L53 60,000 N73' 08' 18.16"E L50 32.398 N73' 08' 18.16"E L46 38.586 N89' 48' 30.67"E L39 40.171 1 SOO- 11' 29.33"E L43 60.000 N89' 48' 30.67"E L40 50.000 N89' 48' 30.67"E L47 125.000 S03- 27' 52.74"E Una Table Una / Length Direction L26 80.000 S89' 48' 30.67W L23 62.000 S89' 48' 30.67"W L20 31.586 S89' 48' 30.67W SLIENEM., JEFFREY L GREEN LICENCE NO. L-3972 BIG GAL( CHURCH RD. EAGLE SPRINGS, N.C. 27242 (910) 975-2306 Double D Engineering, PLLC 150 S. Page St. - Southern Pines, NC 28387 Ph: (910) 684-8646 Firm No. P-1275 Una Table Line III Length Direction L49 125.000 S12' 38' 30.41"E L51 125.000 S16' 51' 41.84"E L54 125.000 S16' 51' 41.84"E L57 125.000 S16' 51' 41.84"E L62 56.342 S68' 26' 38.57W L4 125.000 5147 29' 14.98"E L6 125,000 S16' 51' 41.84"E Lib 125.000 S16' 26' 02.62"E L13 125.000 S16' 51' 41.84"E L10 125.000 S16' 51' 41.84"E L21 125.000 SOO' 1 V 29.33"E L24 125.000 S00' 11' 29.33"E 119 125.000 SOT 23' 27.31"E L18 125.000 S09' 54' 44.96"E L44 125.000 S00' 11' 29.33"E L41 125.000 SOU 11' 29.33"E L15 57.933 S73' 08' 18.16"W L12 62.000 S73' 08' 18.16"W L9 62.000 S73' 08' 18.16"W L5 62.000 S73' 08' 18.16"W Curve Table Curve / Length Radius Delta C24 39.270 25.000 090.0000 C12 29.316 525.000 003.1994 C13 39.270 25.000 090.0000 C23 60.646 470.000 007.3931 C6 3.918 525.000 000.4276 C9 59.757 525.000 006.5216 CIO 59.757 525.000 006.5216 C2 14.503 350.000 002.3741 C1 59.524 350.000 009.7442 C3 19.682 475.000 002.3741 C4 80.782 475.000 009.7442 C25 27,136 475.000 003.2732 C29 34.984 475.000 004.2198 C27 76.081 475.000 009.1771 C30 25.778 350.000 004.2198 C28 56.060 350.000 009.1771 C26 19.995 350.000 003.2732 C22 68.388 530.000 007.3931 C21 37.532 25.000 086.0167 C20 16.076 1175.000 000.7839 Curve Table Curve / Length Radius Delta C19 12.608 1125.000 000.6421 C18 41.166 25.000 094.3461 C17 139.554 770.000 010.3842 C16 102.246 830.000 007.0561 C15 37.819 25.000 086.6739 C14 39.270 25.000 090.0000 C11 36.296 650.000 003.1994 C8 73.985 650.000 006.5216 C7 73.985 650.000 006.5216 C5 2.723 650.000 000.2401 Line Table Line Length Direction L2 125.000 S16' 51' 41.84"E L8 51.555 S30' 58' 11.27"E L60 126.431 S25' 29' 25.59"E L61 60.000 N73' 08' 18.16"E L58 60.000 N73' 08' 18.16"E L55 60.000 N73' 08' 18.16"E L52 32.398 N73' 08' 18.16"E L48 38.586 N89' 48' 30.67"E L45 60.000 N89' 48' 30.67"E L42 71.096 S89' 40' 05.58"E L38 25.136 SOT 12' 05.90"W L37 60.004 S82' 07' 24,44"E L36 25.843 N07' 12' 05.90"E L35 43.070 N00' 11' 29.33"W L34 50.196 N00' 00' 00.00"W L33 96.510 NOD' 11' 29.33"W L32 170.721 NOD' 11' 29.33"W L31 60.000 N79' 48' 26.23"W L30 50.021 SO 1' 27' 30.42W L29 120.000 SOU 1 V 29.33"E SCALE 100 0 50 TOO 200 I inch = 100 ft. 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