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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