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FVAA football fields_revised 7.22.14LEGEND CMS - CONCRETE MONUMENT SET ECS - EXISTING COTTON SPINDLE ECM - EXISTING CONCRETE MONUMENT CSS - COTTON SPINDLE SET EIP - EXISTING IRON PIPE D - DRAINAGE EIS - EXISTING IRON STAKE G - GAS LINE ERB - EXISTING REAAR S - SANITARY SEWER ECS - EXISTING COTTON SPIKE W - WATER EPK - EXISTING PK NAIL EN - EXISTING NAIL E - ELECTRIC ERS - EXISTING RAILROAD SPIKE T - TELEPHONE IPS - IRON PIPE SET FH - FIRE HYDRANT ISS - IRON STAKE SET WM - WATER METER RSS - RAILROAD SPIKE SET WV _ WATER VALVE NS - NAIL SET PKS - PK OR MAG. NAIL SET CO - SEWER CLEANOUT R/W - RIGHT OF WAY TP - TELEPHONE PEDESTAL CL - CENTERLINE UP - UTILITY POLE B.M. - BOOK OF MAPS EL - ELEVATION P.B. - PLAT BOOK MH - MANHOLE M.B. - MAP BOOK BC - BACK OF CURB D.B. - DEED BOOK HVAC - HEAT /AC UNIT SB - SET BACK CID - COMPUTED POINT EP - EDGE PAVEMENT NCGS - NORTH CAROLINA GEODETIC SURVEY NOTES AREA PER PLAT CAB. F SLIDE 425 -A THIS PROPERTY IS NOT LOCATED IN A FEMA MAPPED FLOOD HAZARD AREA. FEMA MAP # 3720062400J; ZONE X; EFF. DATE 10/3/2006. SUBJECT TO ABOVE AND OR UNDERGROUND HARNETT COUNTY JURISDICTION PROPERTY IS ZONED RA -30 UTILITIES AND OR EASEMENTS. o LAND USE PLAN CALSSIFICATION IS AGRICULTURAL. I AND LOW DENSITY RESIDENTIAL THIS DEVELOPMENT IS WHITIN ONE MILE OF A I VOLUNTARY AGRICULTURAL DISTRICT. 1 WATERSHED DISTRICT IS IV. MAXIMUM IMPERVIOUS AREA IS 36 PERCENT. CONTOUR INTERVAL = 5' CONTOURS FROM QUAD SHEET "FUQUAY - VARINA ". 1 I FVAA WILL MAINTAIN PARKING AND BUFFERING AREAS. CONDITIONAL USE PERMIT # BA- CU -14 -14 APPROVED BY HARNETT COUNTY BOA ON 6/9/2014. / HOURS OF OPERATION - MONDAY - SATURDAY 9:00 A.M. TO 9:00 P.M. IF APPLICABLE, SIGN WILL BE SETBACK AT LEAST 10' FORM NCDOT R /W. / BUILDING SETBACKS �I a FRONT - 35' SIDE - 10' III REAR - 25' I I N 0 r� DUNCAN CHURCH OF GOD �r D.B. 1771 PG. 774 I PIN 111 0635 -84- 9394.000 v � U a 'N 8338'47 "E Im 35' I a I I 1 3 Iz I 10' TYPE "C" BUFFER a,lo �Iv 3 A Im 1 3 I I o 0 I 3 O 1 r, IZ cn 4 �10 I I / I / Iz �iN f 131.5 ; � ' I I i t o / tj� I I tO.Iw 1 I RCP .n DRIVEWAY a CULVERT 1 24' I £ 11 / I II GRAVEL ACCESS 9 / I I DRIVE / f It a N / ji °A I OIJ 1 If 1 I 1 1 ,1 IZ f IMPERVIOUS SURFACE CALCULATION o PROPOSED PARKING /GRAVEL /DRIVE - 28,436 SQ.FT. 11 n -lo 1f f TRACT AREA - 305,355 SQ.FT. 1 1 TOTAL PROPOSED IMPERVIOUS - 9.-S1 PERCENT \ f O \2 Lp\ f 0 0 r c1 \N. \ BUFFER NOTES \ \ TYPE "C" BUFFER O \ A STAGGERED ROE OF LARGE MATURING TREES, SPACED NOT MORE THAN 30' APART; AND OPTION 1 : A ROW OF EVERGREEN SHRUBS, 10 SHRUBS FOR EVERY \ \y \ \ REQUIRED LARGE MATURING TREE, PLACED NOT MORE THAN FOUR(4) FEET APART \ \s \ \ WHICH GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST 6' IN HEIGHT 9 \gy WITHIN 2 YEARS OF PLANTING OR: OPTION 2: AN OPAQUE FENCE LOCATED WITHIN THE REQUIRED BUFFER AREA; SUCH FENCE SHALL BE A MINIMUM HEIGHT OF 6' IN HEIGHT, FINISHED SIDE OF FENCE MUST FACE OUT. \ \ \ TYPE "D" BUFFER 4 A STAGGERED ROW OF LARGE MATURING TREES, SPACED NOT MORE THAN 30' \y t \ \ APART SUPPLEMENTED BY 5 LOW GROWING EVERGREEN SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE. - I 24, APPX. LOCATION OF HARNETT COUNTY 8" WATER LINE If AS OWNER OF RECORD,I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT OF THE HARNETT COUNTY ORDINANCES. DATE OWNER W Z 4" COMPACTED STONE, w W DRIVEWAY s � U � TYPICAL CROSSECTION w w 11 0 (NOT TO SCALE) 0 DUNCAN CHURCH OF GOD D.B. 1771 PG. 774 PIN ii 0635 -94- 1465.000 -- - - -___ 522.94'__ - _ -__ - -- --- D,. BUFFER I I 711, 1 � 1 1 I i I 1 I I 1 1 I 1 I I 1 r I 300.00 FOOTBALL FIELD 300.00' 383.00' GRAVEL / SOIL PARKING 1 , . WOOD LINE 4A 7.01 ACRES PER PLAT CAB. F SLIDE 4$5 -A TIM BAKER D.B. 1525 PG. 843 PIN 111 0635 -93- 2470.000 TYPICAL PARKING SPACE (NOT TO SCALE) NCDOT DRIVEWAY CONNECTION (NOT TO SCALE) STOP BLOCK (TYP.) 85 PARKING SPACES I . . O Ln 50.5' ; 1 1 PORTAJOHN 1 1 I I 1 I 0 1 a 1 1 1 I- l� 1� / ! I ROLLOUT 1 TRASHCANS 1 I I I 1 I 1 1 1 1 I 1 I —'1 I I I I cn 1 I 1 I 1 I I 1 1 1 1 1 I I 1 1 1 1 1 I T 1 I I _0 4!0 400 rO b JANE HOLLAND et al D.B. 1032 PG. 749 PIN # 0645 -03- 6714.000 PROPOSED SITE PLAN F'VAA SPORTS FOOTBALL FIELD PROPERTY OF WILLIAM RAYFORD BAKER 5461 RAWLS CHURCH ROAD /F-ID FUQUAY — VARINA, NC 27526 11114 DEED BOOK 1110 PAGE 449 'LANNING PLAT CAB. F SLIDE 425A PIN # 0635 -93- 1818.000 BUCKHORN TOWNSHIP HARNETT COUNTY — NORTH CAROLINA SCALE 1 " — 40' — MAY 16, 2014 40 0 40 80 120 If GRAPHIC SCALE - FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919)- 552 -9813 STOP BLOCK REQUIRED AT ALL PARKING SPACES 9' TYPICAL PARKING SPACE (NOT TO SCALE) NCDOT DRIVEWAY CONNECTION (NOT TO SCALE) STOP BLOCK (TYP.) 85 PARKING SPACES I . . O Ln 50.5' ; 1 1 PORTAJOHN 1 1 I I 1 I 0 1 a 1 1 1 I- l� 1� / ! I ROLLOUT 1 TRASHCANS 1 I I I 1 I 1 1 1 1 I 1 I —'1 I I I I cn 1 I 1 I 1 I I 1 1 1 1 1 I I 1 1 1 1 1 I T 1 I I _0 4!0 400 rO b JANE HOLLAND et al D.B. 1032 PG. 749 PIN # 0645 -03- 6714.000 PROPOSED SITE PLAN F'VAA SPORTS FOOTBALL FIELD PROPERTY OF WILLIAM RAYFORD BAKER 5461 RAWLS CHURCH ROAD /F-ID FUQUAY — VARINA, NC 27526 11114 DEED BOOK 1110 PAGE 449 'LANNING PLAT CAB. F SLIDE 425A PIN # 0635 -93- 1818.000 BUCKHORN TOWNSHIP HARNETT COUNTY — NORTH CAROLINA SCALE 1 " — 40' — MAY 16, 2014 40 0 40 80 120 If GRAPHIC SCALE - FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919)- 552 -9813