HomeMy WebLinkAboutSDP200800016 Plan - Other (not approved) 2008-03-310
Martha Jefferson Hospital
Conceptual Plan & Section
10/13106
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GRAEF
ANHALT
SCHLOEMER
and Associates Inc.
One Hprby Creek Corporate Center
12 yLOU " Vn 51114- 147040f
FAX 25 0037
W.b Sile -- gosoi.c-
other 01rc" Locotee in:
Green Boy. Wisconsin
MoCison, Wisconsin
Chico". Win0is
Nap*$, Fwioo
PROJECT NAME:
MARTHA JEFFERSON
HOSPITAL
�SHEET TITLE:
MASTER PLAN SITE GRADING
NO. DATE
REOSIONS BY
PROJECT NUMBER:
2006 0001
DATE:
10/04/06
DRAWN Bll,
CHECKED Br:
DAR(
PROJECT MANAGER:
SCALE:
1'.100'
FILE:
SHEET NUMBER
KahlerSlater
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Martha Jefferson Hospital
��� <' ani i�2 \•� �� STREET TREES e
INTERIOR Project Ne.
=_ LANDSCAPING
206100.01
sheet TRI,
LANDSCAPE
DEVELOPMENT PLAN -
TReE OVERALL
�1� GANOPYIGOVER w�„ ,�
OF ALL AREAS ��,qn, m�b aa:n zcce
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�,�t ® 'rr' c�.na.io. m .w,ioeo Sheet No - ..._... -_.
A LANDSCAPE DEVELOPMENT PLAN - OVERALL blur- -�I „�,,,,, e, �„�.,>o,. �m LS-1
l3-t yGALE�I " =60' d 1 pp, 160 NORTH
PANTOPS
MARTHA JEFFERSON MEDICAL OFFICE CENTER
MAJOR SITE PLAN AMENDMENT FOR BUILDING 111
GPNFRAL 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. i if
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. M61EQ
NEE: ACSA QkK 6TM 1C E
SITE DATA
OWNER: MEDICAL ENTERPRISES GROUP ASSOCIATES LLC
490 PANTOPS MOUNTAIN PL SUITE 100
CHARLOTTESVILLE, VA 22911
DEVELOPER: MC CAPITAL, .LLC
ONE BOAR'S HEAD POINTE
CHARLOTTESVILLE, VA 22903
LEASEHOLDER: MARTHA JEFFERSON HOSPITAL
459 LOCUST AVENUE
CHARLOTTESVILLE, VA 22902
ZONING: PRO (PROPERTY IS SUBJECT TO ZMA- 99 -09)
EC, ENTRANCE CORRIDOR OVERLAY DISTRICT
TAX MAP / PARCEL: 78/55A
MAGISTERIAL DISTRICT: RIVANNA
SETBACKS: BUILDING: FRONT 30', REAR 50'
PARKING: FRONT 10', REAR 30' (20' FROM PARCEL 55A6)
MAX NO. EMPLOYEES: PHASE I - 25, PHASE II & III - 75
PARKING: &E�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
(INCLUDING 14 HANDICAP)
LOADING SPACES: REQ'D. PROVIDED
BUILDING #1 (EXISTING) 1 1
BUILDING #2 (EXISTING) 3 3
BUILDING # 3 1 3
WAIVERS PREVIOUSLY GRANTED
1, CRITICAL SLOPES
2. PARALLEL LOADING SPACES
3. DISTURBANCE WITHIN THE 20' BUFFER
Revision Index
Rev.
I Date
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 ELEVATION =580')
MAXIMUM GROSS SQUARE FOOTAGE
OF STRUCTURES:
BUILDING #1 (EXISTING) 15,000
SF
12/17/07
BUILDING #2 (EXISTING) 32,128
SF
VIRGINIA DEPARTMENT OF TRANSPORTATION
BUILDING #3 18,000
SF
I
TOTAL SF 65,128
SF
Ul
WAIVERS PREVIOUSLY GRANTED
1, CRITICAL SLOPES
2. PARALLEL LOADING SPACES
3. DISTURBANCE WITHIN THE 20' BUFFER
Revision Index
Rev.
I Date
I Dfipfi.. ofimsiwall -hen IiAed)
Sheets Revised
1
1029/07
Bull . f-otp int size iartesed fiom 7,500 of W 9,000 sE
1,2
COUNTY ENGINEERING DEPARTMENT
CoC
h
Added additional sm shu-torta vd Yeed dome m Pukleg lot and w0wd building.
1,2
COUNTY BUILDING CODS
Hti(.1 3 (?r I DID
Added (2) aMfi -.d handicapped spaces.
1,2
2
12/17/07
Modified evater and eewa utilitin
2,3
VIRGINIA DEPARTMENT OF TRANSPORTATION
0
Modified cover page notes M county ¢ommene
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ALBEMARLE COUNTY, VIRGINIA
SEPTEMBER, 2007
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C"Y'
OF OF ALBEMARLE r,
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U. S. ROUTE 64
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VICINITY MAP
NOT TO SCALE
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SCALE 1" = 60'
LEGEND
EXISTING PROPOSED
A TC 10.58
ELEVATIONS 12.6
TOP OF BANK
SWALE / DITCH -
TOE OF SLOPE
EDGE OF WATER
WOOOUNE `
0 TREE
SOIL BORING
BENCHMARK
�- EDGE OF PAVEMENT -fir
CURB AND /OR GUTTER
Al2 DRAINAGE AREA A72
1.45 AREA IN ACRES 1.45
0.3 RUNOFF COEFFICIENT 0.70
SIDEWALK
COMPACT PARKING CP
HANDICAPPED PARKING &
UTILITIES
RCP
STORM DRAIN PIPE
I�- CATCH BASIN
DROP INLET �®
®� STORM MANHOLE
W WATER MAIN W
IN BLOW OFF VALVE
--�- REDUCER t
+44-4 FIRE HYDRANT & VALVE
-SAN- SANITARY SEWER SAN
-0- SAN SEWER MANHOLE -0-
ll- SAN SEWER CLEANOIIT - -a
SFM SAN SEWER FORCE MAIN SFM
SHEET INDEX
NO. DESCRIPTION
1. COVER SHEET
2. SITE PLAN
3. DRAINAGE AREAS AND PROFILES
THIS MINOR SITE PLAN AMENDMENT IS FOR:
1. REVISION TO THE FOOTPRINT OF THE BUILDING FROM 7,500 SF TO 9,000 SF.
2. REVISIONS TO THE GRADING OF THE PROPOSED PARKING LOT.
3. REVISIONS TO THE STORM SEWER FOR THE PHASE III SITE PLAN.
NOTE:
1. NO CHANGES ARE PROPOSED TO THE APPROVED LANDSCAPING AND LIGHTING
PLAN.
2. NO CHANGES ARE PROPOSED TO THE APPROVED STORMWATER MANAGEMENT
PLAN. IT WAS DESIGNED AND BUILT TO ACCOMMODATE THIS ADDITIONAL
BUILDING AND PARKING LOT.
w
ALBEMARLE
'COUNTY PLANNING DEPARTMENT
-&W a.�-'
at444- '3-x$_09
ALBEMARLE
COUNTY ENGINEERING DEPARTMENT
CoC
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EM LE.
COUNTY BUILDING CODS
Hti(.1 3 (?r I DID
ALBEMARLE
L _.
ALBEMARLE
I
pm
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VIRGINIA DEPARTMENT OF TRANSPORTATION
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SCALE 1" = 60'
LEGEND
EXISTING PROPOSED
A TC 10.58
ELEVATIONS 12.6
TOP OF BANK
SWALE / DITCH -
TOE OF SLOPE
EDGE OF WATER
WOOOUNE `
0 TREE
SOIL BORING
BENCHMARK
�- EDGE OF PAVEMENT -fir
CURB AND /OR GUTTER
Al2 DRAINAGE AREA A72
1.45 AREA IN ACRES 1.45
0.3 RUNOFF COEFFICIENT 0.70
SIDEWALK
COMPACT PARKING CP
HANDICAPPED PARKING &
UTILITIES
RCP
STORM DRAIN PIPE
I�- CATCH BASIN
DROP INLET �®
®� STORM MANHOLE
W WATER MAIN W
IN BLOW OFF VALVE
--�- REDUCER t
+44-4 FIRE HYDRANT & VALVE
-SAN- SANITARY SEWER SAN
-0- SAN SEWER MANHOLE -0-
ll- SAN SEWER CLEANOIIT - -a
SFM SAN SEWER FORCE MAIN SFM
SHEET INDEX
NO. DESCRIPTION
1. COVER SHEET
2. SITE PLAN
3. DRAINAGE AREAS AND PROFILES
THIS MINOR SITE PLAN AMENDMENT IS FOR:
1. REVISION TO THE FOOTPRINT OF THE BUILDING FROM 7,500 SF TO 9,000 SF.
2. REVISIONS TO THE GRADING OF THE PROPOSED PARKING LOT.
3. REVISIONS TO THE STORM SEWER FOR THE PHASE III SITE PLAN.
NOTE:
1. NO CHANGES ARE PROPOSED TO THE APPROVED LANDSCAPING AND LIGHTING
PLAN.
2. NO CHANGES ARE PROPOSED TO THE APPROVED STORMWATER MANAGEMENT
PLAN. IT WAS DESIGNED AND BUILT TO ACCOMMODATE THIS ADDITIONAL
BUILDING AND PARKING LOT.
No. 35791
/2//?/�77
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ALBEMARLE
'COUNTY PLANNING DEPARTMENT
-&W a.�-'
at444- '3-x$_09
ALBEMARLE
COUNTY ENGINEERING DEPARTMENT
CoC
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EM LE.
COUNTY BUILDING CODS
Hti(.1 3 (?r I DID
ALBEMARLE
COUNTY SERVICE AUTHORITY
ALBEMARLE
COUNTY FIRE RESCUE
pm
tp y 0v7.31 •a8
VIRGINIA DEPARTMENT OF TRANSPORTATION
No. 35791
/2//?/�77
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5ya� S 5.99%
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THROAT 4' 77E -lN 8" ADS ROOF Van Accessible 15 HDPE :PIPE 72"
r s c ss TOP= 550:40 i.� DRAIN SYSTEM. INTO X94 77E-IN C
ssa ?a STORMS UG. RE / 6uau ELEV ON 15` dDPE
\ 549.74 EP 550.2744 7C / Dl -3B D AIN
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\ 542 -- _— _ ` •�
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PROPOSED RETAWNG PHASE 111 GRAN SWS7EM INTO i PHASE ll
tj/ALL- SEE� i - - sao - - - - STORM S7RUZ7UR� ~
ARCHITECTURAL
er�/PLANS _ -- - -
� �. •.. 4 ��F,PIR DET91LSl HEIGHT =42' (F.F. TO ROOF RIDGE)
DI -1 D#AINAGEI
STRUCTURE h EL. + 53Z 00'
=I TOP = 535.84 -540
A V FIRST
- 1 N)LOPLAST FLOOR
YARD DRAIN Hondicop Sign � ➢L
70'7 Z /TOP OF SM.= 536.80 &Post (T}p.) / I • WM I F_
=46.7 ^1 x FOOTPRINT AREA = 9,000 SF
COR i/t_ PJ D. FL YNIV s B"` ED. (T1P.) c.o
15 DPE PIPE 2 / /
& KA TIE H. FL YNN B ADS ROOF DRAN — — —
60'EP' ' .O. xf B
D.B. 179 PG. 2741 a > . _t 28. o
D.B. 1138 PG. 469(PLA T) il - LOADING 12, LOADING. F ( wN
/ j
T.M. 78 PARCEL 55 A2 -�oi 5sa 3 53 &52 re � —
(COMMERCI USE) s39 ° 00 EP L 02.64 >c w
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n�CTURE / 15' HDPE PIPE 75' / I I //
Z _ THROAT:= 6' I //Q REMOVE LUG AND
TOP = 540.50 STRIPED CROSSWALK _} __.c __ - - EXTEND' ATERLINE TO_-
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CURB AND
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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 PARKING SECTION
I-E WD
4 CONC. iii P-q AT 28
DAY, OR STONGER)
STONE
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VO SCALE
81 wm
XI
PAVEMENT LOCATION
SM -9.5A
21 -A
PARKING
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OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE
PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE
THICKNESS PRIOR TO PLACEMENT OF SUBBASE.
TYPICAL PARKING SECTION
I-E WD
4 CONC. iii P-q AT 28
DAY, OR STONGER)
STONE
CONCRETE /
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