HomeMy WebLinkAboutSP201900002 Resubmittal 2020-03-02OWNER:
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VIRGINIA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
IMP 55C-3-A 1 (0.700 AC.) IMP 56A 1-1-30A (0.500 AC)
IMP 56-115 - VUE REALTY PARTNERS LLC (21.854 AC)
TOTAL AREA:
1.200 ACRES (NOT INCLUDING IMP 56-115)
ZONING:
R-6 RESIDENTIAL
PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES HAVE BEEN SHOWN AND
LABELED ON THE PLANS.
WATERSHED:
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY.•
THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY
ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS
FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2019.
DA TUM.
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED
STREAM BUFFERS:
THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE
WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE
FLOODPLAIN.
A PORTION OF THE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN
ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005.
SPECIAL USE PERMIT APPLICATION PLAN -
PLEASANT GREEN SUBDIVISION
SP 2019mOO2
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WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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\ ® GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS
0 Q
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/ ❑ - - MEN— PROPERTY BOUNDARY SCALE
O( IN FEET) PROPOSED GREENWAY TRAIL 1 — 1So
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\ ❑ \ 1 inch = '150 ft.
SHEET NO.
" _ PROPOSED MITIGATION AREA
EXISTING too' STREAM BUFFER (TYP.)
VH OF
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SCOTT R. COLLINS'
CT
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EXISTING FEMA too -YEAR FLOODPLAIN (TYP.)
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\ PROPOSED (3)1o'xio' BOX CULVERTS
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PROPOSED CONNECTION TO SIDEWALK
ALONG JARMANS GAP ROAD`
O�
30 q 15 30 60
Oo
IN FEET
/ o
1 inch 30 ft
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
715
1
des --120
CG-6
4" CONCRETE CURB & GUTTER
SIDEWALK
29 2`b'
6' PLANTING
4" VDOT 21A STRIP 4" VDOT
STONE BASE 21A
STONE
BASE 10'
- 2.5'
(TRAVEL LANE)
BASE
C/L
POINT OF CG-6
FINISHED GRADE CURB & GUTTER
SURFACE \
l 2%
SUBBASE
(TRAVEL LANE)
4' V607
STONE
BASE
2%
6' PLANTING
STRIP
5"
F
TYPIC,IL NEXHBORHOO STRZEr SEMON (55' RIF)
CONNECTOR ROAD (PUBLIC ROAD)
GS--SSAR RESIDENTIAL & jVIXED USE SUBDIVISION STREET DESIGN SPEEIJ 25 MPfI
NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT
MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007
ROAD AND BRIDGE SPECIFICATION 303.04
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
PVI STA: 15+00.00
PVI ELEV: 7o6.22
K: 215.32
715
PVI STA:
2+47.50
: 50.00
PVI ELEV:
700.58
0
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705
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PROPOSED
6'2
TIE-IN TO
WITH
ALSTON STREET ROUNDABOUT, PROPOSED 700
PLEASANT GREEN PHASE I FINAL SITE PLAN -
TIE -IN TO EXISTING ORCHARD DRIVE
VDOT STD. CD-2
STA. 15+07, ELEV.-7o6.35
STA. 1o+1o, ELEV.=705-33
695
�
CONNECTOR ROAD C/L STA 1 +oo
FILL (TYP.)
- 695
/
EXISTING ORCHARD DRIVE
CONNECTOR ROAD C/L STA 15+79
\
ALSTON STREET C/L STA 16+42
690
6q0
PROPOSED (3) 8'(H)xlo'(W) BOX CULVERTS
EXISTING GRADE (TYP.)��
68S
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CONNECTOR ROAD
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PROPOS
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5
50
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4" VDOT 21A
STONE BASE
705 705
0+00 0+50 1+00 1+50 2+00
CULVERT CROSS-SECTION
`-'ERTICAL GRAPHIC SCALE
0 2.5 5 10
( IN FEET )
1 inch — 5 11.
HORIZONTAL GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
1 inch 50 11.
2+50
Lu '4 —4
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JOB NO.
112066
SCALE
AS SHOWN
SHEET NO.
5