HomeMy WebLinkAboutSDP201600027 Plan - Approved Minor Amendment 2017-05-011. The purpose of this Minor .Amendment is to modify the parking as requried for the realignment of Hillsdale Drive.
DOT is to perform modifcations to existing parking area under a seperate plan and permit.
2. Refer to WPO 20100057 for Storm Sewer, Storm Water Management and Erosion Control flans.
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ASSOCIATION 10F REALTORS
Zoning;: PUD
Refer to Sheets
C---101
C— 201
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21—Unit Addition > �3 TMP 61Z -03-11A1
4y COUNTY OF ALBEMARLE
Zoning: PUD
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60—Unit
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;...,. ROSEWOOD VILLAGE LC
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Virginia Power _asement ! /
D.B. 311, PG 47
D.B. 858, PG 58
Drainage Ease
! f ' D.B. 4743, PG 286
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DB 4743-286
VDOT Utility Ease.
D.B. 4743, PG 286
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1 PAR+SEL OVERVIEW 40' 0 40' 80' 120'
-00 SCALE: 1" = 40'
SCALE: 1 "=40'
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MINC)R SITI
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PLAN AMENDMENT
F01'
SITE DATA
DATE
SITE PLAN NUMBER:
SDP2000-000'12, SDP2001-00002, SP200200018, SP20080018, SDP20050041-MAJOR, WP020160057
NOTE:
THIS SPECIAL USE PERMITS WERE APPROVED BASED ON THE FOLLOWING CONDITIONS:
ENGINEER
1) THIS SPECIAL USE PERMIT AUTHORIZES AN ASSISTED LIVING FACILITY.
INSPECTIONS
2) MAXIMUM USAGE IS LIMITED TO NINETY (90) RESIDENTS IN THE FACILITY.
LEGAL REFERENCE:
061 WO -02-00-00100
PARCEL ADDRESS:
500 GREENBRIER DR
ALBEMARLE COUNTY SERVICE AUTHORITY
CHARLOTTESVILLE, VA 22901
SOURCE OF TITLE:
DB 1775 PAGE 520
OWNER/ APPLICANT:
ROSEWOOD VILLAGE, LC
N
CHARLOTTESVILLE, VA 22901
ZONING:
C1 -COMMERCIAL, AIA -AIRPORT IMPACT, STEEP SLOPES (MANAGED AND PRESERVED)
CURRENT USE:
ASSISTED LIVING
PROPOSED USE:
ASSISTED LIVING, PHYSICAL THERAPY/MAXIMUM IMPERVIOUS COVER=6,700SF
MAGISTERIAL DISTRICT:
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BUILDING SETBACK:
30' MAXIMUM
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10' MINIMUM
PARKING SETBACK:
10' FROM PUBLIC RIGHT-OF-WAY
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30' FROM RURAL AND RESIDENTIAL DISTRICTS
SOURCE OF BOUNDARY:
PLAT RECORDED IN DB 816 PAGE 4<1',)
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SOURCE OF TOPOGRAPHY:
4 -FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM).
2 -FOOT CONTOUR INTERVAL FROM F+'=LD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON JULY 14, 2015
PARKING SCHEDULE:
REQ. FOR ASSITED LIVING: 1 SPACE PER 3 UNITS=81 UNITS/3= 27 SPACES
REQ. FOR PHYSICAL THERAPY: 1 SPACE/200SF=150SF/200SF = 1 SPACE
PROVIDED: 34 SPACES
SWM VOLUME CONTROL: NOT REQUIRED. TOTAL DISTURBED AREA IS LESS THAN 10,000 SF
SWM WATER QUALITY: NOT REQUIRED. TOTAL DISTURBED AREA IS LESS THAN 10,000 SF
WATER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
SANITARY SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
RESERVOIR WATERSHED: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED.
LIGHTING: NO NEW OUTDOOR LIGHTING IS PROPOSED
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SIGNATURE PANEL
SHEET INI)Ex
C-001......... COVERSHEET
C-101......... EXISTING CONDITIONS & DEMOLITION PLAN
C -201 ........ SITE PLAN
C-202 ........ SITE DETAILS
LEGEND
LP LIGHT POLE
TBR TO RE RELCOTED
BUILDING SETBACK
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
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INSPECTIONS
DEPARTMENT OF FIRE RESCUE
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VIRGINIA DEPARTMENT OF TRANSPORTATION
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ALBEMARLE COUNTY SERVICE AUTHORITY
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Benchmark:
Corner of Drop Inlet _
Elev=436.10'7 i�i
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2" Building
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New Retaining Wall
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Parking Lot Ref r to VDOT plans for /
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V ort+on of TMP 61 -2-1
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NOTES: 1kj0
1. The total disturbed area for construction of these
improvements will be 8,484 SF. 20' 0 20' 40' 60'
2. A VSMP pian (WP+O 201600057) has been submitted
and will be approved prior to site plan approval. SCALE: 1 "=20' SH EET 3 Of
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1. The total disturbed area for construction of these
improvements will be 8,484 SF. 20' 0 20' 40' 60'
2. A VSMP pian (WP+O 201600057) has been submitted
and will be approved prior to site plan approval. SCALE: 1 "=20' SH EET 3 Of
Location 'Rosewood Villa-ap
Date and Time:of Test , 10/27/201540.47M W
Minutes of. Flow
Pressure Hydrant
Total Estimated, Flow (gpm).
Estimated-ConsurnOtion llgal).
AWWA Q20 Calculation (gpm)
Comments:
Alll hydrants were. fully open;
106,23.
3070.
921{
6210
d r calculation}
Test Fl"I
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Test Flow; 2
1873
Test Flow 3
1,161
Formgfhod of calculatingff with d'ff eeed.2'3 and �rU16 9, 0 1 Management rid 0'perationsAWWA
ptot oww_ a. Wqser*,s j,'j Wab�ki n Lutes 9-jourha mahagern �a
ffliidy
(All tests qdriductq4 using 2,5 discharge outlet, Un otherwise,S,PI4'i
$1griaturia9f Tester;
MINOR! 11
�C-202J SCALE: NTS
— Varies
Expansion Joint
3000 psi Concrete
Depth = 4 inches
Finished
Grade
Compacted VDOT 21A
Depth = 4 inches
L�L CONCRETE SIDEWALK DETAIL
\C -20V SCALE: NTS
Saw—cut Exist
Pavement 1' from
existing gutter
Exist Pavement
Existing
Subgrade
NEW PAVEMENT DETAIL
\Q-202) SCALE: NTS
New 1.5" VDOT SM -9.5A
New 6" VDOT 21A
El
Ground I Level
Level
NOTES:
1. Wall to be designed by otthers.
2. Color of wall shall be Bufffalo Brown RC5004
rPRETAINING WALL DETAIL
\�-20V SCALE: NTS
Note:
Load Condition A Shown
(No Backslope - No Surcharge)
Handrail Move Blocks Forward During
Instalition to Engage Shear
Knobs (Typical)
Ground Level
Free Draining Backfill to Extend
at Least 12" Behind Wall
Non -Woven Geotextile
Fabric (If Specified)
28" Bottom Block
Perforated e orated Sock Drain
(As Specified by Engineer)
Crushed Stone
Leveling Pad
See Redi-Rock.com for Detailed
Section Drawings of Each Condition
Shown in the Design Charts
DRAWN BY
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J. JOHNSON
12/08106
Redi-Rock International, LLC
CHECKED BY
APPROVED BY
DRAWING FILE REVISION
Typical 28 in Block Gravity Wall.dwg
ISSUE DATE
SCALE
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