HomeMy WebLinkAboutSDP201500041 Plan - Approved 2016-01-06Purpose of This Major Amendment
1. The purpose of this Major Amendment is to construct a 21 —unit addition to existing building.
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MP 61W- 02 -OC -5A ASSOCIATION OF REALTORS
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Refer to Sheets
C -101
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21 -Unit Addition
First Floor
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FFE= 437.50
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60 -Unit
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i TMP 61W -2 -1
ROSEWOOD VILLAGE LC
Zoning: C1
2.07 Acres
VIRGINIA POWER EASEMENT
D.B. 11, PG 47
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TMP 61Z- 03 -11AI
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Zoning: PUD
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1 PARCEL OVERVIEW
-00 SCALE: 1" = 40'
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MAJOR SITE ]PLAN AMENDMENT
FOR
ROSEWOOD VILLAGE AT GREENBRIER
TAX MAP 61W, PARCEL 2 -1
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
1 SPACE /200SF= 5600SF /200SF = 28 SPACES
SITE PLAN NUMBER:
SDP2000- 00012, SDP2001- 00002, SP200200018, SP20080018
NOTE:
THIS SPECIAL USE PERMITS WERE APPROVED BASED ON THE FOLLOWING CONDITIONS:
SWM WATER QUALITY:
1) THIS SPECIAL USE PERMIT AUTHORIZES AN ASSISTED LIVING FACILITY.
WATER SERVICE:
2) MAXIMUM USAGE IS LIMITED TO NINETY (90) RESIDENTS IN THE FACILITY.
LEGAL REFERENCE:
061 WO -02 -00 -001 00
PARCEL ADDRESS:
500 GREENBRIER DR
LIGHTING:
CHARLOTTESVILLE, VA 22901
SOURCE OF TITLE:
DB 1775 PAGE 520
OWNER /APPLICANT:
ROSEWOOD VILLAGE, LC
_
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:
RIO
BUILDING SETBACK:
30' MAXIMUM
�
10' MINIMUM
PARKING SETBACK:
10' FROM PUBLIC RIGHT -OF -WAY
30' FROM RURAL AND RESIDENTIAL DISTRICTS
SOURCE OF BOUNDARY:
PLAT RECORDED IN DB 816 PAGE 499
SOURCE OF TOPOGRAPHY:
4 -FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM).
LEGEND
2 -FOOT CONTOUR INTERVAL FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC.
O,.
ON JULY 14, 2015
PARKING SCHEDULE:
REQUIRED:
1 SPACE /200SF= 5600SF /200SF = 28 SPACES
PROVIDED:
32 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
ALBEMARLE COUNTY SERVICE AUTHORITY
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SHEET INDEX
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C- 001......... COVERSHEET
C- 101......... EXISTING CONDITIONS & DEMOLITION PLAN
C- 201........ SITE PLAN
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C -202 ........ SITE DETAILS
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C -00 SCALE: 1 "= 1000'
�— BUILDING SETBACK
SIGNATURE PANEL
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING �.4,.
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ENGINEER
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INSPECTIONS
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VIRGINIA DEPARTMENT OF TRANSPORTATIO
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ALBEMARLE COUNTY SERVICE AUTHORITY
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SCALE: 1 " =20' SHEET 2 of 4
1
Location Rosewood Village
Date and Time of Vest 10/27/2015 10:47:00 AM
minutes of Flow' 3
Pipe Size.(inches) 8
Pressure Hydrant 10623
Static.Pressure (psi) - 90
Residual Pressure (psi) 71
Flow Hydrant #1 10624 Pitot Pressure. #1(psi) 55 Test Flow 1 1036
Flow Hydrant #f2, 11133 Pitot Pressure #2 (psi) $9 Test Flow 2 873
`Flow Hydrant #3 11217 Pitot Pressure; #3 (psi) 69 Test Flow'3 1161
Total Estirttated Flow (gpm) - - - - 3070;
Estimated Consumption (gal). 9210:
.AWWA Q20 calculation (gpm) 6210:
(Vplue.of zero indicates insufficient.pressure drop for calculation)
Comments
All hydrants were fully open.
.for method of calculating pitot flow witka diffuser: seeeq.13, Walski and Lutes article :1990.Journal Management and.Operation$ AwWA
(All tests conducted using 2.5 discharge outlet unless:otherwise specified)
Signature of Tester:'
3 HYDRANT FLOW TEST REPORT
–20 SCALE: NTS
Plumbing Fixture Count For Site Plan Approval
Theraov Water Hose Janitor Washing Dish- Commercial _
Existing Buildin
First Floor 14 33
12
0
1
7
1
2
1
1
1
1
Second Floor 29 40
28
1
0
0
2
2
1
1
1
0
Third Floor 24 47
24
1
0
0
1
0
0
0
0
0
Total 67 120
64
2
1
7
4
4
2
2
2
1
Proposed Addition
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First Floor 9 18
9
0
0
0
0
0
0
0
0
0
Second Floor 6 13
6
0
0
0
1
0
0
0
0
0
Third Floor 5 10
5
0
0
0
0
0
0
0
0
0
Total 20 41
20
0
0
0
1
0
0
0
0
0
Total Upon Completion of Addition
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First Floor 23 51
21
0
1
7
1
2
1
1
1
1
Second Floor 35 53
34
1
0
0
3
2
1
1
1
0
Third Floor 29 57
29
1
0
0
1
0
0
0
0
0
Total 87 161
84
2
1
7
5
4
2
2
2
1
1 PLUMBING FIXTURE COUNT
–20 SCALE: NTS
28" Top Block
SETBACK = 1.25"
(4.0° Batter Angle on Wall) F_
Exposed
Wall Wall
14.3' Max
Height I
Ground 1 Level
Leveli
NOTES:
1. Wall to be designed by others.
2. Color of wall shall be Buffalo
Brown RC5004
2 RETAINING WALL DETAIL
-20 SCALE: NTS
Note:
Load Condition A Shown
(No Backslope - No Surcharge)
Move Blocks Forward During
Handrail Installtion 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 Sock Drain
Crushed Stone (As Specified by Engineer)
Leveling Pad
See Redi- Rock.com for Detailed
Section Drawings of Each Condition
Shown in the Design Charts
DRAWN BY
1�G \N I A
J. JOHNSON
12/08/06
Redi -Rock O International, LLC
CHECKED BY
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APPROVED BY
W
DRAWING FILE
REVISION
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Typical 28 in Block Gravity Wall.dwg
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