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Home My WebLink AboutAC Charter School_signed site planw x n 0 w N I NOTES 1. SANITARY SEWER AND WATER TO BE PROVIDED BY HARNETT COUNTY. 2. PARCEL IS NOT IN A FLOOD ZONE - FIRM PANEL NO. 3720050400 EFFECTIVE DATE OCTOBER 3, 2006. 3. 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. 4. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES. 5. ALL DRAINAGE, UTILITY EASEMENTS AND BUFFERS ARE THE RESPONSIBILITY OF THE PROPERTY OWNERS ASSOCIATION TO PROPERLY MAINTAIN. 6. RAY ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN. UTILITY USAGES Line SEWER - 180 STUDENTS X 12 GAL /STUDENT = 2,160 GAL /DAY WATER - 180 STUDENTS X 15 GAL /STUDENT = 2,700 GAL /DAY POSSIBLE FUTURE Length SEWER - 1,000 STUDENTS X 12 GAL /STUDENT = 12,000 GAL /DAY WATER - 1,000 STUDENTS X 15 GAL /STUDENT = 15,000 GAL /DAY SITE DEVELOPMENT DATA: JURISDICTION: HARNETT COUNTY ZONING: RA -20R RIVER BASIN: CAPE FEAR TOWNSHIP: ANDERSON CREEK PROPERTY OWNER: ANDERSON CREEK PARTNERS, LP LAND USE CLASSIFICATION: LOW DENSITY RESIDENTIAL TOTAL TRACT AREA: 528,851.15 SF / 12.14 ACRES SETBACK: FRONT: 35', BACK: 25', SIDES: 10' UTILITY EASEMENT 20,087 SF / 0.46 AC LF PUBLIC WATER 57' 574 LF LF PUBLIC GRAVITY SEWER 143.42 271 LF I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN GRANTED SITE PLAN 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 HARNETT COUNTY OFFICE OF REGISTER OF DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW. DEVELOJ,YIENT REVItVrBOARD CHAIRMAN DATE 290 PROPOSED 6' WIDE X 6" THICK — ABC STONE SHOULDER PROPOSED 14' W ASPHALT DRIVE 60' R/W CERTIFICATE OF 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 HARNETT 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 HEREON ARE TO BE PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER "WATER LINES TO THE COUNTY OF HARNETT� DATE dONICER ANDERSON CREEK PARTNERS, L.P. BY: ANDERSON CREEK, INC. G.P. BY: DAVID N. LEVINSON — PRES. 125 WHISPERING PINES DRIVE SPRING LAKE, N.C. 28390 OFF -SITE SEWER DATA: OWNER CERTIFICATE AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF TH H NETT COUNTY ORDINANCES. DATE NER PARKING LOT LF PUBLIC GRAVITY SEWER 3,113 LF MATERIAL: ASPHALT UTILITY EASEMENT 92,902 SF / 2.13 AC \' - PARKING SPACE SIZE: STANDARD: 12'W x 20'L HANDICAP: 18'W X 20'L \ IMPERVIOUS AREA: L - ROOFTOPS: 19,017.72 S ASPHALT: 34,889.58 SF SIDEWALKS: 24 S GRAVEL: 15,128 128 F 8 SF (/ POST DEVELOPMENT IMPERVIOUS AREA AS A PERCENTAGE OF TOTAL TRACT: 14.0912% PROPOSED PROPOSED �� AREA LIGHT / / / WATER SERVICE'�`"4 �u %'��• \`/ / (TYP.) (PRIVATE) 'p°90 1> EXISTING 12" PVC WATER MAIN \PROPOSED SIGN / - (MIN. 10' OFF R/W)J / / l EXISTING 8" PVC \ GRAVITY SEWER _ r , OUTFALL \ / l _ S == 1 \ EXISTING ME UTILITY EASEMENT 0 270 \ \ Lij i /� WETLANDS ,s PROPOSED 8" D.I.P —� f�t.Gt e— -,\p •230 v, �� CR03 SING SEWER (PUBLIC)EL \ A 0 ; `\ \ PROPOSED 8" SDR 35 // TITLE REFERENCE I C GRAVITY SEWER ' -- \ \ \ (PUBLIC) BEING A PORTION OF THAT �, / TRACT DESCRIBED IN DEED BOOK 1346 PAGE 98-108 PIN # 0505 -86- 8897.000 30' UTILITY EASEMENT (PUBLIC) 1 PROPOSED 8" SDR -35 PVC PROPOSED GRAVITY SEWER MAIN (PUBLIC) CLEANOOT /N= 556,195.3400' 'OSED HYDRA� STOP BLOCK (TYP.) 30' STREETSCAPE' BUFFER PROPOSED TREE 20 E= 2,007,366.8253 S PROPOSED GREASE TRAP AS PER i HARNETT COUNTY REQUIREMENTS PROPOSED DU MP STER j PROPOSED 6" PVC SEWER SERVICE I I ' (PRIVATE) 18'CCE ABC STONE / \ ACCES DRIVE APPROVED i X260 \ -.2"0 ) co N 1125 SRS SITE S,P STATE OF NORTH CAROLINA COUNTY OF 1, REVIEW OFFICER OF COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICE DATE RPL ASSLMBLY I, J. GARY CULP PROFESSIONAL LAND SURVEYOR, NO. L -2950, — PROPOS D' // 1z CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47- 30(f)(11): WAT &ER PROPOSED 8" SDR -21 PVC THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE J WATER MAIN (PUBLIC) AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE �/ ,l I i / REGULATES PARCELS OF LAND. 20' UTILITY EASEMENT / SURVEYOR (PUBLIC) / DATE "CO NTROL CORNER" / " B6 N 555,531.2735' (/ STORMWATER CERTIFICATION _ —, CERTIFY THAT THE 0 I, -------- - - - - -- CENTERLINE INTERSECTION STORMWATER MANAGEMENT FACILITIES ARE OF RAY RD. AND CONSTRUCTED AND INSTALLED IN CONFORMANCE \; BUCKHORN LAKE RD. WITH THE ORDINANCES, RULES, REGULATIONS, ` N= 555,612.8113' ° DRAINAGE DESIGN STANDARDS OF HARNETT E= 2,006,585.\' COUNTY, THE STATE OF NORTH CAROLINA, AND THE APPROVED STORMWATER PERMIT AND EROSION CONTROL PLAN. SURVEYOR: J. GARY CULP LICENCE NO. L -2950 204 WEST SIXTH AVE. RAEFORD, N.C. 28376 (910) 391 -4691 Double D Engineering, PLLC i 10 Commerce Ave. - Southern Pines, NC 28387 Ph: (910) 684 8126 Firm No. P -1275 13.3519' 280 LEGEND Line Table FIRE HYDRANT /VALVES BOUNDARY Line # Length Direction L1 109.04 S45' 17' 52 "E L2 170.98 S45' 12' 56 "E L3 144.17 S45' 01' 32 "E L4 106.38 S44' 02' 19 "E L5 34.56 S40' 57' 14 "E L6 143.42 N55' 21' 13 "W 290 PROPOSED 6' WIDE X 6" THICK — ABC STONE SHOULDER PROPOSED 14' W ASPHALT DRIVE 60' R/W CERTIFICATE OF 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 HARNETT 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 HEREON ARE TO BE PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER "WATER LINES TO THE COUNTY OF HARNETT� DATE dONICER ANDERSON CREEK PARTNERS, L.P. BY: ANDERSON CREEK, INC. G.P. BY: DAVID N. LEVINSON — PRES. 125 WHISPERING PINES DRIVE SPRING LAKE, N.C. 28390 OFF -SITE SEWER DATA: OWNER CERTIFICATE AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF TH H NETT COUNTY ORDINANCES. DATE NER PARKING LOT LF PUBLIC GRAVITY SEWER 3,113 LF MATERIAL: ASPHALT UTILITY EASEMENT 92,902 SF / 2.13 AC \' - PARKING SPACE SIZE: STANDARD: 12'W x 20'L HANDICAP: 18'W X 20'L \ IMPERVIOUS AREA: L - ROOFTOPS: 19,017.72 S ASPHALT: 34,889.58 SF SIDEWALKS: 24 S GRAVEL: 15,128 128 F 8 SF (/ POST DEVELOPMENT IMPERVIOUS AREA AS A PERCENTAGE OF TOTAL TRACT: 14.0912% PROPOSED PROPOSED �� AREA LIGHT / / / WATER SERVICE'�`"4 �u %'��• \`/ / (TYP.) (PRIVATE) 'p°90 1> EXISTING 12" PVC WATER MAIN \PROPOSED SIGN / - (MIN. 10' OFF R/W)J / / l EXISTING 8" PVC \ GRAVITY SEWER _ r , OUTFALL \ / l _ S == 1 \ EXISTING ME UTILITY EASEMENT 0 270 \ \ Lij i /� WETLANDS ,s PROPOSED 8" D.I.P —� f�t.Gt e— -,\p •230 v, �� CR03 SING SEWER (PUBLIC)EL \ A 0 ; `\ \ PROPOSED 8" SDR 35 // TITLE REFERENCE I C GRAVITY SEWER ' -- \ \ \ (PUBLIC) BEING A PORTION OF THAT �, / TRACT DESCRIBED IN DEED BOOK 1346 PAGE 98-108 PIN # 0505 -86- 8897.000 30' UTILITY EASEMENT (PUBLIC) 1 PROPOSED 8" SDR -35 PVC PROPOSED GRAVITY SEWER MAIN (PUBLIC) CLEANOOT /N= 556,195.3400' 'OSED HYDRA� STOP BLOCK (TYP.) 30' STREETSCAPE' BUFFER PROPOSED TREE 20 E= 2,007,366.8253 S PROPOSED GREASE TRAP AS PER i HARNETT COUNTY REQUIREMENTS PROPOSED DU MP STER j PROPOSED 6" PVC SEWER SERVICE I I ' (PRIVATE) 18'CCE ABC STONE / \ ACCES DRIVE APPROVED i X260 \ -.2"0 ) co N 1125 SRS SITE S,P STATE OF NORTH CAROLINA COUNTY OF 1, REVIEW OFFICER OF COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICE DATE RPL ASSLMBLY I, J. GARY CULP PROFESSIONAL LAND SURVEYOR, NO. L -2950, — PROPOS D' // 1z CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47- 30(f)(11): WAT &ER PROPOSED 8" SDR -21 PVC THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE J WATER MAIN (PUBLIC) AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE �/ ,l I i / REGULATES PARCELS OF LAND. 20' UTILITY EASEMENT / SURVEYOR (PUBLIC) / DATE "CO NTROL CORNER" / " B6 N 555,531.2735' (/ STORMWATER CERTIFICATION _ —, CERTIFY THAT THE 0 I, -------- - - - - -- CENTERLINE INTERSECTION STORMWATER MANAGEMENT FACILITIES ARE OF RAY RD. AND CONSTRUCTED AND INSTALLED IN CONFORMANCE \; BUCKHORN LAKE RD. WITH THE ORDINANCES, RULES, REGULATIONS, ` N= 555,612.8113' ° DRAINAGE DESIGN STANDARDS OF HARNETT E= 2,006,585.\' COUNTY, THE STATE OF NORTH CAROLINA, AND THE APPROVED STORMWATER PERMIT AND EROSION CONTROL PLAN. SURVEYOR: J. GARY CULP LICENCE NO. L -2950 204 WEST SIXTH AVE. RAEFORD, N.C. 28376 (910) 391 -4691 Double D Engineering, PLLC i 10 Commerce Ave. - Southern Pines, NC 28387 Ph: (910) 684 8126 Firm No. P -1275 13.3519' 280 LEGEND PROPOSED FIRE HYDRANT /VALVES BOUNDARY - -W �— EXISTING WATER MAIN BUILDING SETBACKS — — — — — — — SEWER & DRAINAGE EASEMENTS —8'ss 8'Ss- PROPOSED SEWER MAIN 6'w PROPOSED WATER MAIN PROPOSED AREA LIGHT PROPOSED TREE LINE N i I, J. GARY CULP, CERTIFY THAT THIS PLAT 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 ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS DAY OF , A.D., 20_. PROFESSIONAL LAND SURVEYOR L -2950 LICENSE NUMBER PRELIMINARY SITE MAP ANDERSON CREEK CLUB CHARTER SCHOOL ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH CAROLINA 8;0 SCALE 200 0 100 200 300 1 inch = 200 ft. REV JANUARY 21, 2014 REV JANUARY 13, 2014 SHEET 1 of 1 DECEMBER 9, 2013