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mapLEGEND BOV - BLOW OFF VALVE WR - WATER LINE REDUCER SQ.FT. - SQUARE FEET A - ARC LENGTH R - RADIUS R/W - RIGHT OF WAY D.B. - DEED BOOK FH - FIRE HYDRANT SL - STREET LIGHT ZONING - RA -30 MINIMUM BUILDING SETBACKS FRONT - 35' SIDE - 10' REAR - 25' CORNER SIDE - 20' FINAL LOCATION OF STREET LIGHTS, WATER VALVES, HYDRANTS AND WATER LINES TO BE SHOWN ON CONSTRUCTION/AS-BUILT DRAWINGS. FIRE HYDRANTS SHALL BE SPACED AT 500' AND STREET LIGHTS AT 300' MAXIUM. SIGHT DATA TOTAL NUMBER OF LOTS - 28 TOTAL TRACT ACREAGE - 26.11 ACRES PROPERTY PIN # 0651-02-0713.000 PRESENT ZONING - RA -30 TOTAL LINEAR STREET FOOTAGE - 1,826.9' AREA IN STREETS - 2.2 ACRES +/- AVERAGE LOT SIZE - 33,943 SQ.FT. ALL INTERSECTION RADII - 25' ALL CUL-DE-SAC RADII - 50' WATERSHED DISTRICT - IV CONTOUR INTERVAL - 5 FEET WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILTIIES. DEVELOPER TO TAP INTO THE 36" WATERLINE LOCATED ON THE WEST SIDE OF US 401. WATER SYSTEM TO BE DESIGNED BY A LICENSED CIVIL ENGINEER REGISTERED IN NORTH CAROLINA. WATER LINE SHOWN FOR GRAPHIC PURPOSES ONLY. LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS ON EACH LOT. TOPOGRAPHIC LINES FROM A FIELD TOPOGRAPHIC SURVEY. PRESENT LAND USE IS FARMING/TIMBER. DRAINAGE EASEMENTS SHOWN PER TOPOGRAPHIC SURVEY, FINAL LOCATION OF EASEMENTS WILL BE SHOWN ON THE CONSTRUCTION DRAWINGS AND AS -GUILTS. ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE OBTAINED PRIOR TO CONSTRUCTION ACTIVITIES. ALL STATE AND LOCAL GOVERNMENT EROSION CONTROL MEASURES SHALL BE COMPLIES WITH DURING CONSTRUCTION. MAXIMUM IMPERVIOUS SURFACES SHALL NOT EXCEED 24% WITH CURB AND GUTTER OR 36% WITHOUT. THIS SUBDIVISION IS WITHIN A VOLUNTARY AGRICULTURAL DISTRICT. NO WETLANDS WERE OBSERVED. THERE WILL BE NO ENCROACHMENT INTO ANY WETLANDS IF PRESENT. ALL STREETS SHALL BE BUILT TO NCDOT STANDARDS AND HAVE A 50' PUBLIC RIGHT OF WAY LOTS WILL BE ACCESSED BY INTERNAL ROADS ONLY. LANDSCAPE / STREETSCAPE BUFFER NOTE BUFFER SHALL CONSIST OF A ROW OF CONIFERS SPACED AT A MAXIMUM OF 5 FEET WITH LARGE MATURING AT 50 FOOT INTERVALS. POND, DRAINAGE EASEMENTS TO BE MAINTAINED BY THE SUBDIVISIONS HOA. MAINTENANCE OF THE LAN DSCAP E/STR EETSCAPE BUFFER WILL BE MAINTAINED BY THE SUBDIVISIONS HOA. NC GRID COORDINATES FROM GPS/RTK OBSERVATIONS TIED TO NCGS CORS STATION "NCLI". B' 20' 8' B. 4. 10' 10' -.- 1 4' PER Ff. ry1O 8" STONE ,Z1 RREO FILL WA NCDOT SPEC. I PAVEMENT DITCH WITH KA V BASE AND TYPICAL CROSS SECTION (NTS) 1.5' DEPTH PUBLIC DEDICATED STREET ° N o z N NC GRID COORDINATES REDUCER & VALVE N N - 613,621.678 �E - 2,050,973.570 p, SADDLE/VALVE I HARNE17 COUNTY EXISTING 36" DIP 4 WATERLINE 190 ` i- ��( NO � I� yo 20' UTILITY EASEMENT I 30' LANDSCAPE / STREEfSCAPE BUFFER SOUTH RANCHy C 6 / D.B. 3371 G. 226 101F, �`L 25 47, 9 S.F. ryh^�0 I I Cl 'I 20 30,420 S.F. I �t„ j50i/ I W/�CF Mg�9l Ae42.40, p°27SL . 1 24 o WV TEEA 30,303 S.F. 0 Q I �3 18 I I 32.954 S.F. m �i? BEND ? �LO• i5 ��� oh ro / �: \ 10' x 70' SIGHT TRIANGLE 34,059 SF C7 0 6 OO 2y 'N ?., 'L \ �/ I.. . �a� 20 K SIGN 0p OR,q� 33,074 SF J NOti� / \ O �, X03"',.. �%0� NP j® p EASEMENT kr,. NgCF Sl Q 14 r) 3 ,1 �. \ 28,212 SF P 5 L �5• I �ery>• �. 1 v 1g. � r � 10x70 X � 'yyee A-4 \ io BOV ��� \ \ 28,013 S.F. / r� gyp' 10' x 70' SIGHT TRIANGLE I TEE r�, 25,314 SF ,,, '�"'l• y x 16 11 r� g ��p 33.132 SF$169 a'• rc�m� % 0 x tOX70� ��01 �� W \ 11 POND x 291.53'CID/ ,- sr / s 'L 2 .21 = 29.46 R�JE \ '. O / yy O a \ TO BE MAINTAINED BY '� I p Q, 29,445 SF +0 M HOA 50, ,fig® I 31,758 SF �, P`' \ Q' 35,626 SF 5 - e� N BUFFER x 'o $ C) 20 25,598 SF \ �,�h• X \ g A g 45•"�� , ,� .� \ �. a PIER X - - 272.20' -i i �%" $ `V gory'/ � ' x < 4 .g 13 GAZEBO ^,�h• 48,864 SF r� 50' INGRESS/EGRESS x PSpHP�t oR`N� 1 4 c 21 �� �P�� (3)X vi 1 . '�{ �' REGRESS/UTILITY EASEM T o R LINE 6"X4 g 32,021 SF V` 30,839 SF 30,144 SF y5• REDUCER y, N� i %.$ 78, 48.00' '--�_ _ 35.890 SF 10X70 S 5 N; 1 • \ NE1y FN - -_-_-- 10x70 ST � i .ysj'S• Ppb \ `9Q g SL SL � x d� WATER UNE TIE -,�+ RIVF b E 8.¢�- a �- . 5 1b•A �'' �Ro TO (2) EXISTING SERVICES a' (STING ASP I g 98.50' y P'3A5 O P,1 \ 32,948 SF \\ x !e WE CONNECTS ,,rr ERE \ 69.$T SL A. ,40' p6 ' \ \\ RUBEN & FRANCES YORK + 120.00' A�1 /\ X� D.B. 926 PG. 976 J 61,515 sF ,ee0.B1 1110, ---- 38.22' A 105.30' _ \ 5 �� \ �ryo0o , I - =jam 1 O j x T1 \ 33.779 SF �80 x / x "}5�hA 1 1 30,728 SF 9 I 33,856 SF �� \ X fir' \ 31,555 SF p, 983 S o t jX -A I \ x \ i x X 244.12' - w 34,636 SF I 112' ECM X 120.00' L 120.00' x 60 1655 41.35 114.25' \ LINDA MORGAN / RUBEN & FRANCES YORK 15 D.B. 476 PG. 34 D.B. 926 PG. 976 e�t4g3a Gd 9=<Jy, _ CA�tO(e��A®® PO4F C'a'r¢ _ SEA L-3DhD ✓� •'•:O SURD •'�yaPm 1 PRELIMINARY SUBDIVISION PLAN M 0 IF?v G A N F Al Z M SOUTHERN LIVING INVESTMENT PROPERTIES, LLC 1187 N. RALEIGH STREET, ANGIER, NC 27501 DEED BOOK 3364 PAGE 666 MAP # 2015--383 PIN # 0651-02-0713.000 HECTOR'S CREEK TOWNSHIP HARNETT COUNTY - NORTH CAROLINA SCALE: 1 " = 100' - FEBRUARY 8, 2016 100 0 100 200 300 GRAPHIC SCALE — FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919)-552-9813