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S Farm map50' PUBLIC 6' 8' 4.0% CL 10' 1 10' SHOULDER 4. 0%, DITCH - WATER METER 2.08% — _ 3/ 2" 59.5 A ASPHALT \\\\ S, 8" CABC TYPICAL CROSS SECTION (NTS) PUBLIC R/W SITE DATA SEED, STRAW AND TACK W/RS OR CRS LIQUID ASPHALT AT RATE EQUAL TO 10G PER 1000 SF. PLACE STAW WITH NET WHERE APPLICABLE. 'N 310! _ COURSE BEARING DISTANCE L-1 S 62'08'31"E 21.19' L-2 S 56'11'29"E 95.61' \` C TOTAL TRACT AREA - 27.315 ACRES PROPERTY PIN #0693-36-9238.000 ! os• ���`+�s�'o� PRESENT ZONING - RA -30 ^ 10' z 70' \ q TOTAL NUMBER OF LOTS - 34 s1c TOTAL LINEAR FEET OF STREETS - 1,998 SF (TYP) HT \ o /^� •\� /! O TRINGLE ��ry �s0 • �TF CS / .� \` R AREA IN STREETS - 2.39 ACRES25,053 sq.Fr139 1�• AVERAGE LOT SIZE - 30,549 SF(0.95 AC.)L S ALL INTERSECTION RADII - 25' !r`�1s 41 ^ � SIGN� ALL CUL-DE-SAC RADII - 50' ! / d ESMT \\ G F \\ \\ WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILITIES. ° ^ ! O /l a� l d 25,053 SQ.FT DEVELOPER TO TAP INTO EXISTING 6" WATERLINE LOCATED 12s,o8a sq.Fr Q / w ON PINEY GROVE RD. WATER SYSTEM TO BE DESIGNED BY A LICENSED N.C. PROFESSIONAL ENGINEER, AND INSTALLED ACCORDING TO LOCAL AND STATE GUIDELINES. -7 WATERLINE SHOWN FOR GRAPHIC PURPOSES ONLY. I 1 s -J „, r.\ 8 S�.J wM o ! ! LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS. If us / ! , ! 0 !/ 27,252: SQ.FT �V TOPOGRAPHIC LINES SHOWN FOR REFERENCE ONLY. .w ! ! QI LP ! / o' PRESENT LAND USE IS AGRICULTURE/TIMBER. ; ^ ! a/ �1, / UNSUITABLE SOILS DRAINAGE EASEMENTS SHOWN FOR REFERENCE ONLY. FINAL PLACEMENT o !25035 sq. ! °' o/ !` 1 / () OF EASEMENTS TO BE DETERMINED ON CONSTRUCTION DRAWINGS. ! 55.55\ J ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE OBTAINED 1 0/ - - I "= BEFORE CONSTRUCTION BEGINS. /r �48�4�1FH a/ = ALL STATE AND LOCAL EROSION CONTROL MEASURES SHALL BE CAROL B. HOFFMAN ! I / 25,056 SQ.FT I 0693-36-4332.000 COMPLIED WITH DURING CONSTRUCTION. PIN o.B. 3431 PG. 884co ^ % zSGoso sq.Fr/ NOTES AREA BY COORDINATES NC GRID COORDINATES OBTAINED USING VRS GPS OBSERVATIONS. 39� .'51 PROPERTY PROPERTY SUBJECT TO BOTH ABOVE AND/OR BELOW 26E > / 25,136 SQ.FT o0 GROUND UTILITIES AND/OR EASEMENTS. 6021 -853 LP / FINAL LOCATION OF STREET LIGHTS, WATERLINE, HYDRANTS, g913 <\ 2oA \\ / / �h• �72s �� VALVES, METERS AND DRAINAGE STRUCTURES TO BE SHOWN \ \\ © ?s \ r 4 ON CONSTRUCTION DRAWINGS. Soo <\ `\ h• 2"3• \ \ \ `\25,037 SQ.FT. FIRE HYDRANTS TO BE PLACED NO FURTHER THAN 500 FEET �✓ \\\ \\\\ APART. \ \ O \\ �\ /r �%K J�\� r 25,077 SQ.FT/ p STREET LIGHTS TO BE PLACED NO FURTHER THAN 300 FEET / \ ` ��� `\25,556 SO. Fr.\ vFH APART. ^ / �\ `\ `\ \ / h G �\ S, tir `\��s• u,� ti� / I \2 \\ \\ROjr MAXIMUM IMPERVIOUS SURFACES SHALL NOT EXCEED 24% (\ ems \ ® \\`\ r Rho^ . �jJ0` �/ 29 \ WITH CURB & GUTTER, 36% WITHOUT. �\ \\ ( s `\25,826 SQ.Fr.>,,, P' / o Q 0a <\ 25,056 SO. If Fr NO WETLANDS WERE OBSERVED. THERE WILL BE NO ENCROACHMENT / `\ `\2s 6a SQ.FT.\\ eR6' y°`oo R /�`\ `\. ..._/ i INTO ANY WETLANDS IF PRESENT. / \�7 `\' \` \ /r bo e ;p1 / P / 28 \ ?e. Uy LOTS TO BE ACCESSED BY INTERNAL STREETS ONLY. / 25,200 SQ.Fr.. \ ` �r hti // R`,� </ 31,270 sQ.Fr \`\ v H UNSUITABLE SOILS V", :g `l, \: \ ? / / ry (TYP) LP ory,r/ SV / � ,V / 1 1 \ / • : �'` r� \ \ 30,484 SQ.FT40 0 \ 2:8,712 SQ.FT. / // 'p �- � w 4\ 37,855 SQ.FT US/ 6S L / > F us f • SUSAN B. STEPHENSON 193.58•_ SHARON F. BROADWELL / FH PIN #0693-45-3911.000 If Ln \\ o D.B. 2010 PG. 831 / Vs\ UNSUABj SOILS(TYP1 1 w 25,136 SQ.FT. + j L _ 61 _ I w L,us 25 o O a -21849,. - 31 " 1 c 4 44,761 /Q.FT 1 / 13 al 1 oo3r� ry ^/ 25,028 SQ.FT. 1 a a1 1 24 r J o 240 4•, 1 0� ` 35,014 SQ.FT� n usI U o .19_- II 14 1 0 23 - ' J rOD n X00 ^ 29,849 SOFT. 1 1 L _ -41,638 SQ.FT OD \ --269,64''— r---.--. 1 N ' O p < LPL _ _ 38.369 SQ.FT us \ \ l 53,040 SQ.FT. 1 -440.20_- _� o � \\UNSURABLE SOILS 1 38,369 SQ.FT \ (TYP) 305 56 1 FH N 26'21'39"W��------423.50--- - 79.31' 16 1 o qr \ ---___ C BUFFER50'S STREAM 31,281 SQ.FT. 1 11 m _ . BS \ 20 os o y 1 25•� 0 1 53.968 SQ.FT �\ 3 ° `7g02.40"P LPL -158.00'---� I 2�0 1 5 O,� 9� 2s \\ �\ `� \ °`. _ J BO - - - - `\ UNSUITABLE SOILS (TMP) r 1 ��48.33 55,993 SQ.FT' o FRED & KATHY STANCIL z 11 .48.263 SQ.FT./Inp t $9� PIN #0693-25-9588.000 1 o Gust\ \ I D.B. 1129 PG. 85 yK No SQ.FT.. ol La ous �//-..... .... \ -1. --------------- - ---J------------ \ 283.52' - y 95.00' 259.90' \ S 87-57'06"W 329.90' S 8T13'28 \\ 16.48' JUNE & PATRICK EASON PIN #0693-34-4160.000 D.B. 3460 PG. 909 N CAq .••• Q'( . SEAL - L•3040 TSN ,N I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UN MY SUPERVISION; THAT THE RATIO OF PRECISION IS 1:� THAT THE BOUNDARIES NOT SURVEYED ARE SHOW BROKEN LINES PLOTTED OM INFORMATION FOUND IN BOOK I PAGE - —; THAT THIS PLAT WAS PREPARED I ACCORDANCE WITH G.S. 47-30 AA AMMENDED. WITNESS MY ORIGINAL SIGNATURE � p� LICENCE NUMBER AND SEAL THIS -�_ DAY OF _hh �� 20SL_. BENTON W. DEWAR, NCPLS - 3040 S 88' 17' 58"W 308.52' JUNE & PATRICK EASON PIN #0693-44-1496.000 D.B. 3460 PG. 909 BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919) 552-9813 FAX # (919) 557-2255 LEGEND CMS - CONCRETE MONUMENT SET ECM - EXISTING CONCRETE MONUMENT EIP - EXISTING IRON PIPE EIS - EXISTING IRON STAKE ERB - EXISTING REBAR ECS - EXISTING COTTON SPIKE EPK - EXISTING PK NAIL EN - EXISTING NAIL ERS - EXISTING RAILROAD SPIKE IPS - IRON PIPE SET ISS - IRON STAKE SET RSS - RAILROAD SPIKE SET NS - NAIL SET PKS - PK OR MAG. NAIL SET R/W - RIGHT OF WAY CL - CENTERLINE B.M. - BOOK OF MAPS P.B. - PLAT BOOK M.B. - MAP BOOK D.B. - DEED BOOK SB - SET BACK EP - EDGE PAVEMENT BC - BACK OF CURB MH - MANHOLE ELEV - ELEVATION UP - UTILITY POLE TP - TELEPHONE PEDESTAL C 0 - SEWER CLEAN OUT - WATER VALVE WM - WATER METER HYD - FIRE HYDRANT T - TELEPHONE E - ELECTRIC W - WATER S - SANITARY SEWER G - GAS LINE D - DRAINAGE BO - BLOW OFF o - LIGHT POLE ®- FIRE HYDRANT PROPERTY ZONED RA -30 - HARNETT COUNTY SETBACKS FRONT - 35' SIDE - 10' REAR - 25' CORNER SIDE - 20' MIN. LOT WIDTH - 100 MIN. LOT SIZE - 25,000 SF W/WATER OWNER FRED & KATHY STANCIL 466 STANCIL ROAD ANGIER, NC 27501 PROPERTY ADDRESS 5247 PINEY GROVE ROAD ANGIER, NC 27501 100 0 100 200 300 GRAPHIC SCALE - FEET PRELIMINARY SITE PLAN FOR