HomeMy WebLinkAboutSDP200700129 Plan - Approved 2009-01-14PAN 0 PS
MARTHA JEFFERSONM ICALER
MAJOR SITE PLAN AMENDMENT FOR BUILDING 111
ALBEMARLE COUNTY. VIRGINIA
GENERAL NOTES
1. DATUM: VERTICAL DATUM IS BASED ON CONTROL POINT AND BENCHMARK IRON PIN NOTED AS
"A-8" ELEVATION 576.93' ON SITE PLAN BY:
GLOECKNER ENGINEERING SURVEYING
WESTMINSTER CANTERBURY
PROJECT 2510867
JOB NO. 9701800
97018ST3.DWG
2. TOPOGRAPHIC INFORMATION FROM GLOECKNER ENGINEERING/SURVEYING, INC.
CHARLOTTESVILLE, VA DATED 12/11/97.
3. BOUNDARY INFORMATION SHOWN IS BASED ON SURVEY RECORDED IN D.B. 1502 PG. 506.
4. LAND USE: PLANNED RESIDENTIAL DEVELOPMENT
5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.
7. BENCHMARK: IRON PIN IN PARKING LOT CURB. ELEV. 576.93
8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS
AND PROPERTY -IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
9. ALL MEDICAL OFFICE BUILDINGS WILL BE ADA HANDICAPPED ACCESSIBLE.
10. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL
LUMENS SHALL BE FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL
CUTOFF OPTICS.
11. NOTE: ACSA SHALL SIZE THE WATER METER.
SITE DATA
OWNER:
DEVELOPER:
ZONING:
TAX MAP / PARCEL:
MAGISTERIAL_ DISTRICT
THE MARKET PLACE OF VIRGINIA, LC
ONE BOAR'S HEAD POINTE, SUITE 125
CHARLOTTESVILLE, VA 22903
THE MARKET PLACE OF VIRGINIA, LC
ONE BOAR'S HEAD POINTE, SUITE 125
CHARLOTTESVILLE, VA 22903
PRD (PROPERTY IS SUBJECT TO ZMA-99-09)
EC, ENTRANCE CORRIDOR OVERLAY DISTRICT
07800-00-00-055A8
RIVANNA
SETBACKS:
V
BUILDING: FRONT 30', REAR 50'
PARCEL
55A6)
Sheets Revised
1 10/29/07
PARKING: FRONT 10', REAR 30' (20'
FROM
ALBEMARLE
MAX NO. EMPLOYEES:
PHASE I
- 25, PHASE II & III -
75
1,2
PARKING:
BUILDING
#1
(EXISTING)
REQ,D•
60 (12000 SF (NET), 1
PROVIDED
SPACE/200 SF)
70
BULLDING
#2
(EXISTING)
129 (25702 SF (NET),
1 SPACE/200 SF)
130 (PHASE II)
BUILDING
#3
ca
72 (14,400 SF (NET),
1 SPACE/200 SF)
77 (PHASE III)
O
SAN SEWER MANHOLE
TOTAL
261
TOTAL:
277
SFM
SAN SEWER FORCE MAIN
SFM
(INCLUDING 14
HANDICAP)
LOADING SPACES:
°
0
RE 'D.
HO
PROVIDED
BUILDING
#1
(EXISTING)
1
1
3
BUILDING
#2
(EXISTING)
3
1
3
BUILDING
#3
o=
O
W
TOTAL IMPERVIOUS AREA: 3.85
AC 50.3%
Cc
v�
OPEN SPACE:
3.80
AC 49.7%
Na
TOTAL AREA:
7.65
AC 100%
w
O
MAXIMUM HEIGHT
OF
STRUCTURES: 45.5' (MAX. BUILDING
ELEVATION=580')
MAXIMUM GROSS
SQUARE FOOTAGE OF STRUCTURES:
iy-
w
BUILDING #1 (EXISTING) 15,000 SF
BUILDING #2 (EXISTING) 32,128 SF
BUILDING #3 18,000 SF
TOTAL SF 65,128 SF
WAIVERS PREVIOUSLY GRANTED
1. CRITICAL SLOPES
2. PARALLEL LOADING SPACES
3. DISTURBANCE WITHIN THE 20' BUFFER
Revision Index
V
941 Aq PGAoiddV PUB POMBIABa
adk IelllwgnS
Rev. DaftDmripfion
of Revision (all chaga lifto
Sheets Revised
1 10/29/07
1 Budding foo4nint siu increased from 7,500 sf to 9,000 s£
1,2
ALBEMARLE
Added additional storm stmctures and ywd drains m pwkmg lot and around building.
1,2
ALBEMARLE
Added (2) additional handl
1,2
2 12/17/07
Modified water and sewer utilities
2,3
VIRGINIA DEPARTMENT OF TRANSPORTATION
Modified cover pap notes per comty comments
1
3 01/05/09
U_pdaW owner name, info, and location of ex
1,2
10
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JANUARY 2009
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�N/fI \ State Rmto 130
SCALE 1 " = 60'
LEGEND
EXISTING PROPOSED
TC 10.68
\� • �p ELEVATIONS T2-.-61 X
TOP OF BANK
SWALE / DITCH -
----- TOE OF SLOPE -----
EDGE OF WATER
WOODLINE
o TREE
SOIL BORING
BENCHMARK
YY EDGE OF PAVEMENT
CURB AND/OR GUTTER
Al2 DRAINAGE AREA Alt
1.45 AREA IN ACRES 1.45
0.30 RUNOFF COEFFICIENT 0.70
SIDEWALK
COMPACT PARKING CP
HANDICAPPED PARKING &
UTILITIES
RCP
V
941 Aq PGAoiddV PUB POMBIABa
adk IelllwgnS
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PLANNING DEPARTMENT
[Q(}�
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ALBEMARLE
DROP INLET
BUILDING CODES & ZONING SERVICES
ALBEMARLE
STORM MANHOLE
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W
VIRGINIA DEPARTMENT OF TRANSPORTATION
WATER MAIN
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SAN
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SAN SEWER MANHOLE
O
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SAN SEWER FORCE MAIN
SFM
SHEET INDEX
NO. DESCRIPTION
1. COVER SHEET
2. SITE PLAN
THIS MINOR SITE PLAN AMENDMENT IS FOR:
1. UPDATED INFORMATION FOR OWNER NAME AND CONTACT INFORMATION
2. CORRECTED THE PARCEL NUMBER FOR THE PROJECT
3. REVISED THE LOCATION OF THE EXISTING BUILDING.
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• - n •l=i•1=1t • � •r • � � • rr •r � �
APPROVED
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941 Aq PGAoiddV PUB POMBIABa
adk IelllwgnS
ALBEMARLE
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PLANNING DEPARTMENT
ALBEMARLE
COUNTY
ENGINEERING DEPARTMENT
ALBEMARLE
COUNTY
BUILDING CODES & ZONING SERVICES
ALBEMARLE
COUNTY
SERVICE AUTHORITY
ALBEMARLE
COUNTY
FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
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BIT. PAVE. SURF. CRSE.
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GRADED & THOROUGHLY
COMPACTED SUBGRADE
0 0
PAVEMENT LOCATION
SM -9.5A 21-A
PARKING LOT 2" B"
SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE
OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE
PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE
THICKNESS PRIOR TO PLACEMENT OF SUBBASE.
TYPICI4L PAjMING SUCTION
(VARIABLE WD TH)
4" CONC. (3000 PSI AT 28
DAY, OR STONGER)
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MARTHA JEFFERSON MEDICAL OFFICE CENTER
MAJOR SITE PLAN AMENDMENT FOR BUILDING 111
d
GENERAL NOTES
1. DATUM: VERTICAL DATUM IS BASED ON CONTROL POINT AND BENCHMARK IRON PIN NOTED AS
"A-8" ELEVATION 576.93' ON SITE PLAN BY:
GLOECKNER ENGINEERING SURVEYING
WESTMINSTER CANTERBURY
PROJECT 2510867
JOB NO. 9701800
97018ST3.DWG
2. TOPOGRAPHIC INFORMATION FROM GLOECKNER ENGINEERING/SURVEYING, INC.
CHARLOTTESVILLE, VA DATED 12/11/97.
3. BOUNDARY INFORMATION SHOWN IS BASED ON SURVEY RECORDED IN D.B. 1502 PG. 506.
4. LAND USE: PLANNED RESIDENTIAL DEVELOPMENT
5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.
7. BENCHMARK: IRON PIN IN PARKING LOT CURB. ELEV. 576.93
8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
9. ALL MEDICAL OFFICE BUILDINGS WILL BE ADA HANDICAPPED ACCESSIBLE.
10. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL
LUMENS SHALL BE FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL
CUTOFF OPTICS.
11. NOTE: ACSA SHALL SIZE THE WATER METER.
SITE DATA
OWNER:
o
ti
r
THE MARKET PLACE OF VIRGINIA, LC
Rev. Date
Description of Revision (all changes listed)
Sheets Revised
ONE BOAR'S HEAD POINTE, SUITE 125
Building footprint size increased from 7,500 sf to 9,000 sf.
1,2
ALBEMARLE
CHARLOTTESVILLE, VA 22903
1,2
DEVELOPER:
Added (2) additional handicapped parking spaces.
THE MARKET PLACE OF VIRGINIA, LC
2 1 12/17/07
Modified water and sewer utilities
2,3
ONE BOAR'S HEAD POINTE, SUITE 125
Modified cover page notes per county comments
1
3 01/05/09
CHARLOTTESVILLE, VA 22903
1,2
ZONING:
REDUCER
PRD (PROPERTY IS SUBJECT TO ZMA-99-09)
{-0.4
FIRE HYDRANT & VALVE
-�-}
EC, ENTRANCE CORRIDOR OVERLAY DISTRICT
TAX MAP / PARCEL:
07800-00-00-055A8
SANITARY SEWER
MAGISTERIAL DISTRICT: RIVANNA
O
SETBACKS:
O
BUILDING: FRONT 30', REAR 50'
SAN SEWER CLEANOUT
--o
SFM
PARKING: FRONT 10', REAR 30' (20' FROM PARCEL
55A6)
MAX NO. EMPLOYEES:
PHASE I - 25, PHASE II & III - 75
j
PARKING:
U
REE 'D• PROVIDED
BUILDING
#1
(EXISTING) 60 (12000 SF (NET), 1 SPACE/200 SF)
70
BUILDING
#2
(EXISTING) 129 (25702 SF (NET), 1 SPACE/200 SF)
130(PHASE II)
BUILDING
#3
72 (14,400 SF (NET), 1 SPACE/200 SF)
77 (PHASE III)
TOTAL 261 TOTAL:
277
m
(INCLUDING 14
HANDICAP)
LOADING SPACES:
',
REQ'D. PROVIDED
BUILDING
#1
(EXISTING) 1
1
BUILDING
#2
(EXISTING) 3
3
BUILDING
43
1
3
TOTAL IMPERVIOUS AREA: 3.85 AC 50.3%
OPEN SPACE: 3.80 AC 49.7%
TOTAL AREA: 7.65 AC 100%
MAXIMUM HEIGHT OF STRUCTURES: 45.5' (MAX. BUILDING ELF_VATION=580')
MAXIMUM GROSS SQUARE FOOTAGE OF STRUCTURES:
BUILDING #1 (EXISTING) 15,000 SF
BUILDING #2 (EXISTING) 32,128 SF
BUILDING #3 18,000 SF
TOTAL SF 65,128 SF
WAIVERS PREVIOUSLY GRANTED
1. CRITICAL SLOPES
2. PARALLEL LOADING SPACES
3. DISTURBANCE WITHIN THE 20' BUFFER
Revision Index
o
ti
r
0
M
Rev. Date
Description of Revision (all changes listed)
Sheets Revised
1 10/29/07
Building footprint size increased from 7,500 sf to 9,000 sf.
1,2
ALBEMARLE
Added additional storm structures and yard drains in pwkmg lot and around building.
1,2
ALBEMARLE
Added (2) additional handicapped parking spaces.
1,2
2 1 12/17/07
Modified water and sewer utilities
2,3
VIRGINIA DEPARTMENT OF TRANSPORTATION
Modified cover page notes per county comments
1
3 01/05/09
Updated owner name, property info, and location of existing building
1,2
10
REDUCER
{-0.4
FIRE HYDRANT & VALVE
-�-}
ALBEMARLE �COUNTY, VIRGINIA ,��°�"
JANUARY 2009
SI TE
GIYA
� F ALBEM ARLE Ncr
O o
U. S. ROUTE 64
VICINITY MAP
NOT TO SCALE
j \ STN(INST ANTERBURY; -
I -
0 BLUE RIDGE =
D.B. 1594 PG. -DO-7 - -� -
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OSE _.. .._
- 7
SCALE 1 it = 60'
LEGEND
EXISTING PROPOSED
TC 10.68
ELEVATIONS 12.6 �-
TOP OF BANK
SWALE / DITCH -
----- TOE OF SLOPE -----
EDGE OF WATER
WOODLINE
TREE
SOIL BORING
BENCHMARK
EDGE OF PAVEMENT
CURB AND/OR GUTTER
Al2 DRAINAGE AREA Al2
1.45 AREA IN ACRES 1.45
0.30RUNOFF COEFFICIENT 0.70
SIDEWALK
COMPACT PARKING CID
HANDICAPPED PARKING (�
UTILITIES
RCP
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M
ALBEMARLE
STORM DRAIN PIPE
PLANNING DEPARTMENT
ALBEMARLE
CATCH BASIN
ENGINEERING DEPARTMENT
ALBEMARLE
DROP INLET
�®
ALBEMARLE
STORM MANHOLE
SERVICE AUTHORITY
W
COUNTY
W
VIRGINIA DEPARTMENT OF TRANSPORTATION
WATER MAIN
li
BLOW OFF VALVE
-M
10
REDUCER
{-0.4
FIRE HYDRANT & VALVE
-�-}
SAN
SAN
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SANITARY SEWER
t�
O
SAN SEWER MANHOLE
O
o
SAN SEWER CLEANOUT
--o
SFM
SAN SEWER FORCE MAIN
SFM
SHEET INDEX
NO. DESCRIPTION
1, COVER SHEET
2. SITE PLAN
THIS MINOR SITE PLAN AMENDMENT IS FOR:
1. UPDATED INFORMATION FOR OWNER NAME AND CONTACT INFORMATION
2. CORRECTED THE PARCEL NUMBER FOR THE PROJE T
3. REVISED THE LOCATION OF THE EXISTING BUILDIN A
Submittal Type
Reviewed and Approved by the
Community evelo men Department
Date ' Z `b
Fil .2-Vb
Sm4oat, Ire
APPROVED
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ALBEMARLE
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PLANNING DEPARTMENT
ALBEMARLE
COUNTY
ENGINEERING DEPARTMENT
ALBEMARLE
COUNTY
BUILDING CODES & ZONING SERVICES
ALBEMARLE
COUNTY
SERVICE AUTHORITY
ALBEMARLE
COUNTY
FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
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IIII IONAL E��1
BIT. PAVE. SURF. CRSE.
AGGREGATE SUBBASE CRSE.
GRADED & THOROUGHLY
COMPACTED SUBGRADE
SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE
OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE
PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE
THICKNESS PRIOR TO PLACEMENT OF SUBBASE.
TYPICAL PARIKING SUCTION
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THICKNESS PRIOR TO PLACEMENT OF SUBBASE.
TYPICAL PARIKING SUCTION
(VARIABLE WIDTH)
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