HomeMy WebLinkAboutSDP201500020 Plan - Approved Initial Site Plan 2015-11-12INITIAL SITE PLAN FOR
NGLEW O-OD TERRACE 5DF#20
TAX MAP 6 I ,PARCEL I OA * I OA2
LEGEND
150020
JACK JOUE-TT DISTRICT, ALE3EMARLE COUNTY, VIRGINIA
EXIST
NEW
DESCRIPTION
16" Tc
X 12s TC TOP OF CURB ELEVATION
16,
X 125 SPOT ELEVATION
16-
X 12' TW TOP OF WALL ELEVATION
W eW
X 12' BW BOTTOM
OF WALL ELEVATION
BENCHMARK
HANDICAP PARKING
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STORM SEWER
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WATER LINE
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OVERHEAD ELECTRIC WIRE
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OVERHEAD TELEPHONE LINE
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UNDERGROUND TELEPHONE LINE
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DRAIN INLET (DI)
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FIRE HYDRANT
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DRAINAGE EASEMENT
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UTILITY EASEMENT
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WATER EASEMENT
04/20/2015
ACCESS EASEMENT
Sheet
STORM DRAINAGE EASEMENT
C1 OF 5
TREE LINE
— M--
FENCE
STREAM
— 312—
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INTERVAL CONTOUR
—300--
— oo —
INDEX CONTOUR
CG -2
CG-2
STANDARD 6" CURB
CG -6
CG-6
COMBINATION 6" CURB & GUTTER
CONCRETE PAVEMENT / SIDEWALK
RIPRAP
ASPHALT
GRASS
EC -2 MATTING
EC -3 MATTING
WETLAND
10
10
PARKING COUNT
CROSSWALK
%M/M
HANDICAP ACCESSIBLE AISLE
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HANDICAP PARKING
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
VICINITY MAP SCALE: 1 "- 1,000'
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
C I - COVER SHEET
C2 - EXISTING CONDITIONS
C3 - SITE PLAN
C4 - UTILITY PLAN � GRADING PLAN
C5 - ROAD PLAN * DETAILS
PROPOSED USE
R4 cluster subdivision with 9 new townhome units.
Allowable Density: 4du /acre = 6.84 units
Affordable Housing: Density Increase of 30%
Undisturbed Area > 20 %: Density Increase of 10%
Maximum Density: 6.84 x 1.4 = 9.6 units allowed
Gross Residential Density: 9du /acre= 5.26 units per acre
Lot 2 shall be an affordable unit.
STEEP SLOPES
No preserved slopes, but managed slopes are shown.
IMPERVIOUS AREA SCHEDULE
EXISTING Area %
Open space 74,448 SF 100_.0%
Total= 74,448 SF (1.71 ac.)
PROPOSED Area %
New Buildings 11,521 SF 15.5%
New Road /Sidewalk 15,886 SF 21.3%
Undisturbed Space 15,698 SF 21.1%
Residual Open Area 31.344 SF 42.1%
Total= 74,448 SF (1.71 ac.)
Total Impervious Area = 27.407 SF (36.8 %)
Area in Lots= 40,948 SF
Area in Open Space= 33,500 SF
PARKING SCHEDULE
Required parking:
2 parking spaces per unit: 9 units x 2 = 18 spaces
+ 1 guest space per 4 units: 9 units x = 2.25 spaces
Total spaces required: 20.25
6 Driveway spaces + 12 Parking Lot spaces + 3 On— street Parking
Spaces
Total parking spaces provided: 21 spaces
WATERSHEDS
This site lies within the Upper Rivanno River Watershed.
LIGHTING & LANDSCAPING
There is no lighting proposed for this site.
See sheet C8 for landscaping plan.
OWNER / DEVELOPER
Owner:
Brian & Jennifer Gillepsie
P.O. Box 513
Earlysville, VA 22936
ZONING
R4— Residential, Airport Impact Overlay District
SOURCE OF TITLE
DB 3121 PG 027 & PG 030
MAGISTERIAL DISTRICT
Jack Jouett
BENCHMARK
Existing DI on Inglewood Drive
Elevation: 533.22'
SOURCE OF BOUNDARY & TOPO
Plat and topography with two (2) foot contours by B. Aubrey Huffman &
Associates. Provided to Shimp Engineering: 09/19/14.
Field Verified November 2014
BUILDING HEIGHT
Maximum Height: 35 Feet
SETBACKS
Front: 25'
Rear: 20'
Side: 10' per requirements of Zoning Ordinance Sec. 4.11.3
EXISTING USE
Single Family Home
TRIP GENERATION
Proposed use: 9 new single family attached
dwellings has a projected ADT of 63 trips per
day.
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective
date February 4, 2005 (Community Panel 51003CO260D),
this property does not lie in a Zone AE 100 —year flood
plain. ,l
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SIGNATURE BLOChC DATE
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
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Scale
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No.
C1 OF 5
File No.
14.025
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Scale: 1 " =20'
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Scale
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Sheet No.
C3 OF 5
File No.
14.025
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PVI ELEV. 524.00
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TYPICAL PAVEMENT SECTION FOR NEW ROADS
Horizontal Scale: 1"=30', Vertical Scale: 1"=10
1.5" OF SM -9.5A SUPERPAVE
2.5" - ASPHALT CONCRETE BASE
COARSE TYPE BM -25.0
0000000000000000
0 0 0 0 0 0 0 o 6" VDOT #21A BASESTONE
II � !IEl II III � II IEl I II COMPACTED SUBGRADE
MIN. CBR =6.0
TO BE FIELD VERIFIED
TYPICAL PAVEMENT SECTION FOR NEW ROADS
Not To Scale
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NOTES
L THIS 1T£N MAY 13E PRECAST OR CAST IN PLACE
2 C04MVE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3 -FAACE OF CURB) VILL BE PAID FORR FEET. S REAL CU .
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED M1CH AS 3" (21' DEPTH)
IN WITH THE TOP OFfA COTT OF THE AILL CWNCSUI @ TRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH..
S. CC -2 IS TO 8E USED ON ROAO�IAYNISN gqi��NEETINC THE
ZP= A OF THE CVDOT ROAD *E%%.IsIANUAL-
STANDARD 6" CURB
VIRGINIA, DEPARTMENT OF TRANSPORTATION
v. aLOs
201.01
4" - 3,000 PSI CONCRETE
°•
0000000000000000 4" - VDOT #21A BASESTONE
II I IIIII I IIIII I IIII I IIII I COMPACTED SUBGRADE
MIN. CBR =6.0
TO BE FIELD VERIFIED
3'NVYPICAL SIDEWALK SECTION
C5 Not To Scale
14 +00 14 +5
CC -8D
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LIMITS OF 4-0" I♦N. I- NIAFE
WIDTH OF ENTRANCE' d PEDEST$�WAN LMITS'OF PEDESTRIAN
fROM Q EXPANSION JOINT F- ROUTE @jQ _ 4'-0" SIN_ 4
8�K / 4 0., NON- TRAVERSABLE 5'-0"
4 FTE
EXISTING OR PROPOSED
s[>E kx OR St K SPACE � CURB INCLUDED N PEDESTRIAN ACCESS .ROUTE DETNAL
EXPANSION JOINT ENTRANCE CUTTER v
a w N ADDITIONAL RIGHT-OF-WAY IS REOURED F THE LNn
W OF PEDESTRIAN ACCESS ROUTE 93 EXTEND BEYOND EXISTING
SL OR PROPOSED VDOT RIGHT -OF WAY.
UNPAVED SPACE . DETAIL TO BE USED WHEN THE COMBINED WIDTH OF
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'.
6' Vr FLOW LIVE i 5.
WIDTH OF GUTTER
ENTRANCE WTH
DESRA13LE MDNRANUMI 16' t , %:,
EXPANSION JOINT ABSOLUTE MINIMUM 12' .PEDESTRIAN ACCESS ROUTESPROVDE A CONTINUOUS
UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT . ti, V. , s...
PATH CONNECTING ALL ACCESSIBLE ELEMENTS .0 A
EDGE OF PAVEMENT FACIUTY THAT CAN BE A.PPROACHED,ENTERED
USED BY PEDESTRIANS.
-� A W IF PEDESTRIAN ACCESS ROUTES M ARE BEING PLAN PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION 9-
REQUIRED WITH A MAX. 2X CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD- 2' -0 "-►}
CG-3 OR CG-7 THE CURB FACE ON THIS
.STANDARD IS TO BE ADJUSTED TO MATCH
GE PARABOLIC MOUNTABLE CURB CONFIGURATION.
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FOR CURB AND GLITTER ONLY ` &POINT OF GRADE CHANGE b'
FOR SIDEWAK CVRB Ate GU
BUI.T CbNCURRAM !
Z 12 X MAXMUA INCREASE IN SLOPE AT MINIMUM 10' INTERVALS a
SECTION A A Xc x x 3 X MAXMU I DECREASE N SLOPE FOR FIRST 10' INTERVAL AND
8 X MAXIMUM DECREASE FOR .:SUCCEEDING MNMtM 10' INTERVALS SECTION D-D
STANDARD ENTRANCE GUTTER
REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.03
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Date
04/20/2015
Scale
Sheet No.
C5 OF 5
File No.
14.025