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HomeMy WebLinkAboutNCC243673_Site Plan or Location Map_20241204 HILLTOP BLUFFS SUBDIVISION TOWN OF FUQUAY-VARINA SITEINFORMATION WAKE COUNTY, NORTH CAROLINA , CONVENTIONAL SUBDIVISION CONSTRUCTION DRAWINGS LOCATION: 2400 HERBERT AKINS ROAD FUQUAY-VARINA,NC 27526 4i� 1 COUNTY: WAKE q MI PARENT PIN: 0658829191 - "NS' Qo DB/PG:NI 194241465 TOWN OF FUQUAY-VARINA PROJECT # SUB-CD-2024-X . ��" -`--iP�_,, ZONING: RMD ��\J , F �ACREAGE: 9.34 AC "C �,LAND USE: VACANT(EXISTING) ,, JP J SINGLE FAMILY 1st REVIEW SUBMITTED TO TOWN OF FUQUAY-VARINA: SEPTEMBER 3, 2024 • '`. MINIMUM BUILDING SETBACKS: DWELLING(PROPOSED) o '' FRONT YARD: 3D SIDE YARD: 8' REAR YARD: 30' - CORNER YARD: 18' ;;,, SITE . ♦/ RIGHT OF WAY&OTHER AREAS: RIGHT OF WAY DEDICATION: 0.28 AC -41114111 I. NATURAL WETLANDS: 0.97 AC STREAM BUFFER: 1.17 AC LOT ACREAGE: PROPERTY AFTER ROW DEDICATION: 9.06 AC Pa _-- TOTAL NUMBER PROPOSED LOTS: 15 vo MAXIMUM ALLOWED DENSITY: 4.36 DU/AC PROPOSED DENSITY: 1.66 DU/AC T MINIMUM PROPOSED LOT OTISIZ 10,222 SF VICINITY MAP MINIMUM PROPOSED LOT SIZE: 10,222 SF MAXIMUM PROPOSED LOT SIZE: 25,606 SF AVERAGE PROPOSED LOT SIZE: 14,357 SF SCALE: 1"=500' MINIMUM ALLOWABLE LOT WIDTH: 70' MINIMUM PROPOSED LOT WIDTH: 70' NUMBER OF PHASES: 1 OPEN EXISTING CE PROPERTY BREAKDOWN: DRAWING INDEX EXISTING PROPERTY BOUNDARY: 9.06 AC D-1.0 SITE AND STREET DETAILS REQUIRED OPEN SPACE(0%): 0.00 AC D-2.0 UTILITY DETAILS PROVIDED OPEN SPACE: 3.30 AC MAILBOX KIOSK PARKING: C-0-0 COVER SHEET D-3.O STORM DRAINAGE DETAILS I REQUIRED PARKING:DA) 3 SPACES C-O"1 CIVIL NOTES D-3.1 STORM DRAINAGE DETAILS II 2 STD+IADA C-1.0 EXISTING CONDITIONS PLAN PROVIDED PARKING: 35PACES EC-1.0 EROSION CONTROL PLAN -INITIAL PHASE 2 STD+1 ADA IMPERVIOUS AREAS: C-2-0 DEMOLITION AND ENVIRONMENTAL IMPACTS PLAN EC-2.O EROSION CONTROL PLAN - CONSTRUCTION PHASE ROADWAYS: 0.50AC C-3"0 SITE LAYOUT SIDEWALKS: 0.14AC EC-3.1 EROSION CONTROL DETAILS I LOTS(4,500 SF/LOT): 1.55 AC C-4.O UTILITY PLAN TOTAL ON-SITE IMPERVIOUS AREA: 2.19 AC EC-3.2 EROSION CONTROL DETAILS II TOTAL ON-SITE IMPERVIOUS PERCENT: 25.3% C-4.1 OFFSITE UTILITY PLAN EC-3.3 EROSION CONTROL DETAILS III UTILITY DEMANDS SEWAGE USAGE: 4,500 GPD C-5.0 GRADING AND DRAINAGE PLAN EC-3.4 EROSION CONTROL DETAILS IV 4 BED X75 GPD/BED X15UNITS C-5-1 SCM PLAN& SECTIONS WATER USAGE: 5,400 GPD EC-3.5 EROSION CONTROL DETAILS V 4 BED X 90GPDIBED X 15 UNITS C-5.2 SCM PLANTING PLAN L-1-0 LANDSCAPE PLAN C-6.1 HILLTOP BLUFFS COURT PLAN AND PROFILE L-2.O LANDSCAPE DETAILS "THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE C-6.2 SANITARY SEWER OUTFACE PLAN AND PROFILE SW-1.0 PRE-DEVELOPMENT STORM DRAINAGE MAP FOLLOWING PLANS,AND THE STANDARD SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA.THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW C-6-3-1 HERBERT AKINS RD WATERMAIN PLAN AND .SIN 2.0 POST-DEVELOPMENT STORM DRAINAGE DA MAP N CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE TOWN OF PROFILE I a FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED AND ARE APPLICABLE TO S W-3.0 CATCH BASIN& YARD INLET DA MAP o THIS PARTICULAR PROJECT.ANY EXCEPTIONS TO THE STANDARD HERBERT AKINS RD WATERMAIN PLAN AND 4 SPECIFICATIONS APPLICABLE ARE SHOWN ON SHEET N/A OF THESE DRAWINGS" C-6-3-2 PROFILE II QUANTITY TABLE SS ITEM UNITS 8"PUBLIC WATER LINES 623 LF g 12"PUBLIC WATER LINES 1,572 LF 0 8"PUBLIC SEWER LINES 1,275 LF LO _E� 6, 15"STORM DRAIN LINES 109 LF FRONT -I I- FRONT-I 0 18"STORM DRAIN LINES 371 LF c 24"STORM DRAIN LINES 131 LF w Land Owner: Developer: Surveying: Civil Engineering: 30'STORM DRAIN LINES OLF o wo Iwo a /- Y 9- PLANS ONLYYISSUEDFOR CONSSTRUCTION IF STAMPEDSVTOFV) 36"STORM DRAIN LINES 0LF 1r N Hilltop Bluffs LLC J.Wayne Massengill Mauldin-Watkins Surveying,PA The Curry Engineering Group,PLLC a 50'RIGHT OF WAY ROADWAY 572 LF 18' 0 8109 Woodcrest Ct. 6600 Brookshire Drive 139 N.Main Street NC License#P-0799 LL SIDEWALK 1,494LF R~8' B'--I f Fuquay-Varina,NC 27526 Fuquay-Varina,NC 27526 Fuquay-Varina,NC 27526 PO Box 2018 zCURB&GUTTER 1,375LF REAR L _REAR J 919.552.7650(v) 919.552.9326 205 S.Fuquay Ave STREET SIGNS 1 30'- 8�' f 130' 919.557.5333(f) Contact: Wayne Mauldin,PLS Fuquay-Varina,NC 27526 REGULATORY SIGNS 1 CORNER LOT STANDARD LOT 919.614.2909(c) 919.552.0849(0) th SIDE PATH O LF email:JWMBuilders@nc.rr.com 910.624.5215(m) 1 TYPICAL BUILDING SETBACKS Contact:Wayne Massengill Contact:Andy Petty,PE C-0.0 SCALE:NTS andy@curryeng.com il `, REVISIONS PROFESSIONAL'S SEAL CONSULTANT CLIENT """ J.Wayne Massengill CONSTRUCT/ON DRAWINGS CAR o ZH 'i + END IN 6600 Brookshire Drive �p FF 7 AlRSs00049 205S.FaquayA Sc41 w F(919)5.20 FuquaY.Vanna,C27520 Fuquay-Varina,NC 27526 HILL TOP BLUFFS SUBDIVISION FQo��Y urr EST ,3 E< - ' 36823 ' 919.552.7650(v) STATUS .. 'qr 919.557.5333(f) COVER SHEET Nm FOR REVIEW ONLY 9;%•eiVGIN `�i' ENGINEERING- N CARO 919.614.2909(c) S NOT FOR CONSTRUCTION %'/'FW'S,QF,\° NC LIC.No.P-0799 Nk DATE:SEPTEMBER 3,2024 HORZ.SCALE:N.T.S /pbnnunUo� Contact:Wayne Massengill I no FILE NO.2023-032 ORIG.SHEET SIZE:24x36 email:JWMBuilders@nc.rr.com C-0.0