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ACC PH8 sect2B mapTITLE REFERENCE BEING A PORTION OF THAT TRACT DESCRIBED IN DEED BOOK 1346 PAGE 98 TAR PARCEL # 0505-86-8897.000 NORTH CAROLNA HARNETT COUNTY PRESENTED FOR REGISTRATION AND RECORDED IN TFi�S OFFICE IN .. BOOK OF APSaC-0 PAGE-2-IC 9n T''H//IS. THE DAY OF , 3 REGISTER OF DEEDS� 0 z SITE DEVELOPMENT DATA: (SECTION 213) JURISDICTION: HARNETT COUNTY ZONING: RA-20R TOTAL TRACT ACREAGE: 4.494 ACRES NO. OF LOTS 18 MIN. LOT SIZE REQUIRED: 7,500 SF MIN. LOT WIDTH: 60, (AT BUILDING SETBACK) I, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS MIN. LOT SIZE: 7.500 SF DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES STREET R/W WIDTH: 50' & (60' Anderson Lake Dr.) AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND (SECTIONS 28, 2C) (REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION AREA IN R//W: 1.151 Ac AS CALCULATED IS 1: 10.000+ ; THAT THIS PLAT WAS AREA IN LbIS: 3.343 Ac PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY 0(1 INAL SIGrr''����T��j�iiE, LICENSE NUMBER AND SEAL THIS 13 DAY OF .VR '6t, A.D., 20A%. PRO ES I LL 3972 t/ LICENSE NUMBER �L�, SEAL - L-39'72 sug FFk P 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 OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. SlIEnffi!Z 11 DATE STATE OF NO CO OF REVIEW OFFICER OF COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REIREMEaTS FQR ORDING. A..�iV� _ V1 11��- EW OFFER DATE I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN GRANTED FINAL 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 HARNE7 COUNTY OF CE OF REGISTER OF DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW. DEVELOPMENT REVIEW BOARD CHAIRMAN DATE Z�� 19 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 ER ION CONTROL LA SIGNATURE 'f DATE I I SETBACK NOTES: 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. CORNER = 20' AS MEASURED FROM THE SIDE PROPERTY LINE LOCATED NEXT TO A ROAD RIGHT OF WAY 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 LESS THAN 10' FROM A SIDE PROPERTY LINE AS MEASURED FROM THE PROPERTY LINE TO THE FIXED OR OPERATING WINDOW, DOOR, OR OTHER OPENING. 129 5' unUIY EASEMENT FOR RyEyGISTRATION KimREGI5 TER OFrBEEOS Harnett Countyy NC 2019 AUG 14 03:1d:33 PM SK:2019 PG:267-267 INSTRUMENTE214 20/9011442 SARTIS I IIIIII IIIII IIIII IIIII IIIII IIII IIIIII IIIII IIIII IIIII IIII IIII 2019031442 ANDERSON CREEK PARTNERS, LP PIN-0505-86-8897 DB 1346 PG 98 0 to " ro- [O o L14 _-O a1 m I `a a tV� O vi -I na vi 1NT_J tDia e (" N 0 - L24 & UTILITY C8 cI L21 c6 (PRIVATE L27 50' R/W) S CP o 11D � v n r O MAP # 2017 PAGE 245 112 126 \ \ 126 125 3 n- \ Line Table Une # Vn9th Direction L10 62.00 S73' 08' 18"W L13 62.00 S73' 08' 18"W L21 31.59 S89' 40' 31"W L24 62.00 S89' 48' 31'W L2 46.88 S73' 08' 18"W L16 57.93 S73' 08, 18'W L4 46.88 S73- 08' 18-W L7 62.00 S73' 08' 18-W L27 55.00 1 S89' 48' 31-W L46 125.00 S03' 27' 53"E L48 125.00 1 S12' 38' 30-E L50 125.G0 I Sib' 51' 42-E L42 60.00 1 N89' 48' 31-E L39 50.00 1 N89' 48' 31-E L53 125.00 Sib' 51' 42"E L56 125.00 1 S16' 51' 42-E L62 47.52 N73' 08, 18"E L58 78.97 N73' 08' 18"E L55 60.00 N73' 08' 18"E L52 60.00 N73' OB' 18'E & UTILITY 60' R/W) ANDERSON CREEK PARTNERS, LP PIN-0505-86-8897 DB 1346 PG 98 Une Table Une % Lw4ft Direction L49 32.40 N73' 08' 18"E L45 38.59 N89' 48' 31'E L38 40.17 SOO' 1 V 29'E L63 56.34 S68- 26' 39-W L1 125.00 S14' 29' 15'E L6 125.00 S16' 51' 42"E L15 125.00 S16' 26. 03"E L12 125.00 S16' 51' 42"E L9 125.00 S16' 51' 42-E L20 125.00 Soo' 11' 29"E L23 125.00 SOO' 11' 29"E L18 125.00 SOX 23' 27'E L17 125.00 S09' 54' 45"E 143 125.00 SOO- 11' 29-E L40 125.00 1 S00' 11' 29"E L14 57.93 1 S73' 08' 18-W L11 62.00 S73' 08' 1B'W 1-8 62.00 S73' 08' 18-W L5 62.00 S73' 08' 18-W L3 125.00 S16' 51' 42"E Une Table tins / Length Direction L61 51.56 S30' 58' 11"E L59 126.43 S25' 29' 26"E L60 60.00 N73' 08' 18"E L57 60.00 N73' 08' 18"E L54 60.00 N73' 08' 18'E L51 32.40 N73' 08' 18"E L47 38.59 N89' 48' 31"E 60.00 N89' 48' 31"E 71.10 S89' 40' O6"E d 25.14 SOT 12' 06"W 60.00 S82' 07' 24"E 25.84 NOT 12' 06'E L34 43.07 NOD' II' 29"W L33 50.20 N00' 00' 00"W L32 96.51 NOD' 11' 29"W L25 80.00 S89' 48' 31'W L22 62.00 S89' 48' 31-W L19 31.59 S89' 48' 31-w L64 60.00 S89' 52' 46"E L26 100.00 SOO' 11' 29"E ci C17 _ _ - - pFi1VELFUTURE�\ �- DO6nNG B" GRAVITY SEWER E705NNG 30' UTILITY EASEMENT �- CERTIFICATE OF OWNERSHIP AND DEDICATION III .' ••.• - `. , WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE Q` ' ',`,',•,. . . . PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT to I COUNTY, NORTH CAROLINA AND THAT WE HEREBY ADOPT ��.'•'�`�`•'•'•'.'.'.'.' THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT, I WETLANDS ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND u1 8OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE S.S. • • - AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE `...' • • •.•.. . • •' +` � . • PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE I ALL SANITARY SEWER AND A ER LINES T TH OUNTY CS WETLANDS I : : : DATE OWNER 113 I I �\+\+.,�. Y ANDERSON CREEK PARTNERS, L.P. I `Q •+ V '. BY: ANDERSON CREEK, INC. G.P. I I) •��_'•`•••+•♦`.`•' 125 WHISPERING PINES DRIVE SPRING LAKE, N.C. 28390 114 I � I • WETLANDS• ANDERSON CREEK PARTNERS, LP PIN-0505-86-8897 115 DB 1346 PG 98 1 PROPOSED SURDIVISIQU ROAD MINIMUM C05TRUCTION STANDARDS CERTIFICATION 116 THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT OF 124 \ TRANSPORTATION'S MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED TO THESE STANDARDS, PAVED, AND IN AN ACCEPTABLE STATE OF \ MAINTENANCE. I 117 APPROVED: -. DATE: � ' - '!TGIN ER OF CORD �- _-I I�m I J .1 ,O I�NO er�110o NN 0 NO 1 -v 10 T� ` L47 L44 I L41 NOTES; 1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2000' 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 = 4.494 ACRES 5. AREA BY COORDINATE COMPUTATION. 6. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE. 7. ANDERSON CREEK CLUB PROPERTY OWNERS ASSOCIATION WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION. 8. PARCEL IS IN FLOOD ZONE "X", FIRM PANEL NO. 3720050600 J, EFFECTIVE DATE OCTOBER 3, 2006. 9. EXISTING ZONING CLASSIFICATION - RA 20R 10. STREET RIGHT-OF-WAY WIDTH: 50'; TOTAL LINEAR FEET - 586.71' 60 ; TOTAL LINEAR FEET - 330.37' 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 18. FIRE HYDRANTS ARE INSTALLED NO FURTHER THAN 500' FROM THE CENTER OF ANY LOT FOR SECTIONS 2B. 19. ALL UTILITY EASEMENTS, DRAINAGE, AND OPEN SPACE ARE THE RESPONSIBILITY OF THE PROPERTY OWNERS ASSOCIATION. 20. MINIMUM LOT SIZE: LOTS 103, 107, 108 (7,500 SF, 0.17 AC) 21. RAY ROAD IS ON THE NCDOT THOROUGHFARE PLAN. LEGEND o COMPUTED POINT O NEW IRON ROD FH +w FIRE HYDRANT/VALVES LOT LINES PROPOSED ROAD R/W -- SETBACK LINES PROPOSED UTILITY/DRAINAGE EASEMENT -0-0- EXISTING WETLANDS W EXISTING WATER MAIN "--'"�'-------- EXISTING GRAVITY SEWER Sl/RVEYOR: JEFFREY L. GREEN LICENCE NO. L-3972 BIG OAK CHURCH RD. EAGLE SPRINGS, N.C. 27242 (910) 975-2306 FINAL SUBDIVISION PLAT FOR ANDERSON CREEK CLUB ANDERSON CREEK CROSSING PHASE 8, SECTIONS 2B ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH CAROLINA SCALE 100 0 50 100 200 1 inch = 100 ft. JUNE 2019 SHEET 1 of 1