HomeMy WebLinkAboutSDP200800161 Plan - Other (not approved) 2008-12-01univresity of Virginia Research
Town Center Buildings Three and Four
1. Owner/ Developer:
University of Virginia Foundation
465 Crestwood Drive
Charlottesville, VA 22903
Tel: 434.982.4848
Fax: 434.982.4852
2. Landscape Architects/Engineers/Planners
The Cox Company
220 East High Street
Charlottesville, Virginia 22902
Tel: 434.295.7131
3. Source of Information:
County Research and/or Owner provided.
4. Source of Survey:
Kirk Hughes & Associates (Field Survey), May, 2005
Jim Bell (Aerial Topography), 1997
5. Parcel Information:
This is an internal lease parcel to the North Fork Office Park, Parcel E, 33.26 acres
TMP 32-6A, n/f University of Virginia Foundation
Current Use: Commercial Office
Deed Book 2712, p 325; DB 2635, p 454; DB 1936, p 589; DB 1684, p 225.
Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA)
Proffers: As listed in the proffer statement by University of Virginia Real Estate Foundation,
March 21, 1996 (Ref. ZMA-95-04, ZMA-98-27).
Watershed: Rivanna River
6. Adjacent Parcels: See Sheet C-3.0 Boundary Exhibit
7. Building Statistics
Proposed Use: General Office Buildings
Town Center 3 Town Center 4 Total
Number of Floors:
Building Square Footage:
Floor Area Ratio:
Maximum Building Height:
Number of Employees:
Industrial/Commercial Use:
Lot Coverage: (Lease Area)
Building Footprint:
Parking and Driveways:
Landscaped Areas:
Maximum Impervious Area:
Lease Area: ± 7.64 Acres
3.5 3.0
89,814 70,583 160,397 sf
0.48 (Based on lease area)
56.0'
280
0 sf
47,908 sf (14.5%)
192,145 sf (Lease Area) (58.0%)
2.09 Acres (Lease Area) (27.5%)
240,053 sf (72.5%)
8. Parking Statistics
a. Required Parking Spaces:
Commercial Office: One Space per 200 sf of Net Floor Space
Gross Combined Floor Space = 160,397 sf
Net Floor Space = 80% NFS = 128,318 sf
Required Spaces: 642
b. Traffic Demand Managment Reductions:
High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88)
Bicycle Racks: (18) Spaces provided on Racks (18)
Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area (12)
Total Reduction of Required Spaces: (118) 19.6%
Total Spaces Required after Reduction: 524
c. Provided Parking Spaces:
On Site: Regular: 430
HOV: 44
Scooter/Motorcycle: 12
Low Emitting or Fuel Efficient Vehicle: 27
Handicap: 14
Total: 527
d. Loading Spaces:
Requirement: One (1) space for the first eight thousand (8,000) square feet of
office space plus one (1) space for each additional twenty thousand (20,000)
square feet of office space.
Required Loading Spaces: 1 + (160,397-8,000 / 20,000) = 9
Loading Spaces Provided: 4 (Waiver Previously Approved)
9. Standards and Specifications:
a. Virginia Department of Transportation (VDOT)
Road and Bridge Specifications, 1993,1994.
b. Virginia Department of Conservation and Recreation,
Division of Soil and Water Conservation, Virginia Erosion
And Sediment Control Handbook, 3rd Edition, 1992.
c. Albemarle County Service Authority, General Water and
Sewer Construction Specifications, January 15, 1998.
d. The University of Virginia Foundation
North Fork Design Code, May 28, 1998.
MINOR AMENDMENT TO FINAL SITE PLAN
SDP 2006-00113
THE COUNTY OF ALBEMARLE, VIRGINIA
RI/ANNA MAGISTERIAL DISTRICT
10. General Construction Notes:
A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of
Transportation. The term County refers to the County of Albemarle, Virginia.
B. Prior to any construction within any existing public right-of-way, including connection
to any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
of the permit. Where any discrepancies occur the requirements of the permit shall
govern.
C. All materials and construction methods shall conform to current specifications and
standards of V.D.O.T. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
D. Erosion and siltation control measures shall be provided in accordance with the
approved erosion control plan and shall be installed prior to any clearing, grading or
other construction.
E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The
maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser
slopes of 3:1 or better are to be achieved.
F. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of
the Albemarle County Director of Engineering, or the Director's designee, it is deemed
necessary in order to stabilize a drainage channel.
G. Compliance with the minimum pavement width, as shown on the typical
pavement/road section detail, shall be strictly adhered to. Exceptions will not be
allowed.
H. Traffic control or other regulatory signs of barricades shall be installed by the
developer when, in the opinion of the County Engineer or his designee, they are deemed
necessary in order to provide safe and convenient access. All signs or other regulatory
devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest
edition.
Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
J. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
K. All paving, drainage related materials and construction methods shall conform to
current specifications and standards of VDOT unless otherwise noted.
11. General Water and Sewer Conditions
A. Work shall be subject to inspection by Albemarle County Service Authority (ACSA)
inspectors. The contractor will be responsible for notifying the proper service authority
officials at the start of work.
B. The location of existing utilities across the line of the proposed work are not necessarily
shown on the plans and where shown, are only approximately correct. The contractor
shall on his own initiative locate all underground lines and structures as necessary.
C. All materials and construction shall comply with the latest edition of the general
water construction specifications as adopted by the ACSA.
D. Datum for all elevations shown in National Geodetic Survey.
E. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001) .
F. All water and sewer pipes shall have a minimum of 10 feet of separation and 3 feet of
cover measured from the top of pipe, over the centerline of pipe. This includes all fire
hydrant lines, service laterals and water lines, etc.
G. 20' Wide easements, centered on the pipeline and appurtenances shall be
dedicated to the Albemarle Service Authority, except where the line is in a public road
right-of-way.
H. 3' min. separation required between waterline and storm sewer culverts or 6"
separation when waterline is insulated. Use 1/2" thick therma-cel pipe insulation in 3'x4'
sheets as manufactured by nomaca, inc. or equal approved by albemarle county
service authority. Insulation to extend 5' beyond centerline of culvert in both directions
or 5' beyond ends of culvert when parallel.
I. Touch read meters are being used by the Albemarle County Service Authority. to
accommodate these meters, meter lids will require a 1-3/4" hole tapped into the center
of the lid. Blind taps or plugs shall be provided to prevent debris from entering the box
prior to meter installation.
J. All water and sewer appurtenances are to be located outside of roadside ditches.
K. Certification that 95% compaction is obtained shall be provided for all fill areas under
water and sewer lines and appurtenances. This certification shall be signed by a
professional geologist. The certification shall state the exact area that the certification
applies to.
L. Valves on deadend lines shall be rodded to provide adequate restraint for the valve
during a future extension of the line.
12. Stormwater Management
A. The site lies within two different watersheds. Town Center Three will primarily drain via
surface flow and proposed stormwater piping to an existing stormwater management
basin located northeast of the project area. Town Center Four will primarily drain via
surface flow and proposed stormwater piping to an existing stormwater management
basin located southwest of the project area. Each of the existing basins were
designed and constructed with full build -out of the subject sub -area of the Research
Park incorporated.
B. The site does not lie within a reservoir watershed. The stormwater from the site flows
northeastward to the North Fork of the Rivanna River.
13. North Fork Research Park Total Buildout Statistics
Complete
INDEX
Albemarle Co. Dept. of Community Development - Zoning & Current Development
Build!Dq Density
Cover
Year Acerage
Boundary Exhibit
Microaire 1995 4.8 46,000 77,000
Motion Control 1996 4.0 25,000 60,000
PRA 1998 6.5 82,577 82,577
Town Center One 2000 6.6 70,583 70,563
Biotage 2002 7.1 51,000 60,000
ETC 2002 3.0 41,778 41,778
Town Center Two 2006 4.3 83,666
Sanitary Sewer Profiles
Total
C-8.0
36.3 400,584 391,918
Acerage Dev. GSF Density
Capacity 307.0 3,000,000 3,000,000
Developed/Sold 6.6 400,584 391,918
Total Remaining 300.0 2,599,416 2,583,028
14. Setbacks: Per the approved application plan for development, setbacks are:
50' from public R.O.W. to building
10' from public R.O.W. to parking
15. Note: Hazardous Materials: No hazardous materials, including medical wastes, ,.all
be disposed of within the project.
REVISIONS
0 October 1, 2007: Erosion and Sediment Control Amendment. The
plan revision provided direction on the subsequent phasing of Town
Centers Three and Four for mass grading activities and soil stockpiling
plans.
January 4, 2008: Minor Site Plan Amendment. Initial submission on
December 21, 2007 for the amendment to the proposed Town Center
Three building footprint and ultimate square footage.
August 4, 2008: Minor Site Plan Amendment. Submissions on February
19, 2008 and May 13, 2008 to accommodate whole site changes
initiated by Architect and Owner adjustments to the Town Center
building placement and footprint. The revision includes adjustments
for amending the site to meet subsequent LEED certification.
October 23, 2008: Minor Site Plan Amendment. Town Center Three
building's eastern entrance was amended to allow for more sidewalk.
Two parking spaces were removed. The decorative site lighting was
also amended to a different fixture.
P001,
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SHEET INDEX
Albemarle Co. Dept. of Community Development - Zoning & Current Development
C-1.0 Cover
G C-2.0 Boundary Exhibit
C-2.1 Boundary Exhibit
C-2.2 Existing Conditions Exhibit
C-3.0 Site Plan
C-3.1 Critical Slope Exhibit
C-4.0 Layout Plan
C-4.1 Road "A" Plan and Profile
C-4.2 Road "B" Plan and Profile
C-5.0 Stormwater Management Plan
C-5.1 Regional Stormwater Exhibit
C-6.0 Stormwater Profiles
EJ C-7.0 Waterline Plan and Profile
LD C-7.1 Sanitary Sewer Profiles
C-8.0 General Details
0 ES -1.0 Erosion & Sediment Control Narrative
D ES -2.0 Erosion & Sediment Control Details
ES -3.0 Erosion & Sediment Control Plan
U L-1.0 Landscape Plan
CI L-2.0 Landscape Details
N SL -1.0 Site Lighting Plan
12 SL -2.0 Site Lighting Details
Filled Box Indicates Drawing Included in Set
SIG NATU RE PAN EL
Albemarle Co. Dept. of Community Development - Zoning & Current Development Date
Albemarle Co. Dept. of Community Development - Engineering Division Date
Albemarle County Division of Fire and Rescue Date
Albemarle County Service Authority Date
Virginia Department of Transportation Date
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7
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THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
Ctk vdoriesv#le • Virginia
22902 • (434J 295.7131
Owner / Developer:
University of Virginia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 982-4848
F: (434) 982-4852
MINOR
SITE PLAN
AMENDMENT
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COVER
SHEET
Job Number:
Date:
December 1, 2008
Revision:
October 9, 2006
November 6, 2006
November 30, 2006
December 18, 2006
February 13, 2007
March 8, 2007
March 27, 2007
April 10, 2007
October 1, 2007
December 21, 2007
January 4, 2008
February 19, 2008
May 13, 2008
August 4, 2008
October 23, 2008
December 16, 2008
North:
Scale:
As Noted
Sheet No.:
C-1 00
1 of 22
THE COX COMPANY
Planners a Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
Charlottesville • Virginia
22902•(434) 295.7131
Owner / Developer:
University of Virginia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 982-4848
F: (434) 982-4852
FINAL
SITE
PLAN
BOUNDAR
EXHIBIT
Job Number:
06-50
UO
FRANK 0. COX, J
LIC. NO. 771
0
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Date:
December 1, 2008
Revision:
December 18, 2006
December 21, 2007
February 19, 2008
March 7, 2008
August 4, 2008
October 23, 2008
December 1, 2008
December 16, 2008
North:
Scale:
1"=40'
Sheet No.:
C-2,91
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BOUNDAR
EXHIBIT
Job Number:
06-50
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FRANK 0. COX, J
LIC. NO. 771
0
SSl0 NAL
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Date:
December 1, 2008
Revision:
December 18, 2006
December 21, 2007
February 19, 2008
March 7, 2008
August 4, 2008
October 23, 2008
December 1, 2008
December 16, 2008
North:
Scale:
1"=40'
Sheet No.:
C-2,91
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STORM SCHEDULE
LEWIS & CLARK DRIVE
STATE ROUTE 1571
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TOWN CENTER 1
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OWN CENTER 2
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APPROXIMATE ONLY & SH
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RELOCATE EX. DI #26 2 THE ACSA INSPECTOR.
AND EXTEND EX. PIPE zz
WITH 12'- 15" RCP
EX20
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4
Structure No.
1
Inlet Type
36" EW -I
Top
453.00
Invert In Invert Out
450.00
Downstream Pipe Note
15'- CL. I EC -1
2 DI -3C, 10' 477.50 471.00 462.00 133'- 36" CL. 3 RCP From 3
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471.10 From 5
3 DI -313, 8' 483.80 476.50 476.30 203'- 18" CL. 3 RCP
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4 DI -313, 8' 484.30 477.00 24'- 15'CL. 3 RCP
5 DI -3C, 8' 477.50 473.00 471.50 24'- 27'CL. 3 RCP From 6
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472.50 From 7
6 DI -313, 8' 483.50 476.00 7 P- 15'CL. 3 RCP
7 DI -313, 6' 480.73 476.00 473.50 65'- 24'CL. 3 RCP
8 DI -313, 6' 485.32 479.50 477.00 67- 24'CL. 3 RCP
9 DI -313, 6' 490.37 485.50 480.50 68'- 1 9'CL. 3 RCP
10 DI -313, 8' 495.17 489.50 486.50 66'- 1 9'CL. 3 RCP
I I DI -313, 4' 500.25 490.70 490.50 67- 1 TCL. 3 RCP
12A DI -313, 10' 502.50 495.10 494.90 212'- 18" CL. 3 RCP
12B Dl- 1 505.50 502.00 500.00 103'- 15" CL. 3 RCP 8" RDL
501.00 From YD 12C
12C YD 510.00 506.00 504.00 28'- 8" SDR 35 PVC From Trench Drain
13 DI -313, 8' 501.50 497.00 9 1'- 15" CL. 3 RCP
14 2,4!'EW-1 487.00 485.00 15- CL. I EC -1
15 DI -313, 12' 515.00 510.00 487.00 54'- 24'CL. 3 RCP From 16
502.00 From 19
16 DI -313, 12' 520.90 515.20 515.00 145'- 15" CL. 3 RCP
17 DI -313, 8' 529.50 524.50 524.30 214'- 15" CL. 3 RCP
18 DI -313, 8' 529.55 525.00 25'- 15'CL. 3 RCP
19 DI -313, 8' 516.30 504.00 503.80 56'- 21" CL. 3 RCP
20 DI -313, 6' 517.60 511.10 506.00 90'- 2 1 " CL. 3 RCP From 21
506.20 From 24
512.00 From 28
41 DI -213, 6' 0 1 7.QV 1j I -+.W 1) 1 0.0v 1 9 1 - 15" CL. 3 RCP
22 DI -313, 10' 519.17 516.00 514.67 5 F- I 5'CL. 3 RCP 8" RDL
24 DI -313, 8' 517.70 508.20 508.00 147- 18" CL. 3 RCP
25 DI -3C, 6' 517.80 509.20 509.00 64'- 1 9'CL. 3 RCP
26 DI -313, 8' 519.20 510.20 510.00 82'- 1 9'CL. 3 RCP From 27
516.00 8" RDL
27 DI -313, 8' 519.20 516.00 511.00 60'- 15" CL. 3 RCP 8" RDL
28 DI -313, 4' 516.30 512.50 41'-15'
CEX, [ID, Z:
GENERAL GRADINGNOTE:
16Q PARKING LOT PAVEMENT
X SLOPE SHALL NOT EXCEED 5 % 6 CEX 1
IN ANY DIRECTION.
X CEX. E)
TOWN: CENTER 4 CE E 5.
17:0
FFE; 520.40
X 212 TOTAL SPACI (MIN.) EX,
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0C STORM S7RUCTURE #2 EX. STORM STRUCTURE 19 EX, STORM STRUCTURE 115 EX, WWAR( SEWER MANI-IOLE #1
DI -4C 1_4' D_30 E-8, DI -313 L=14' TOP ELEVATION= 478.39'
TOP ELEVATION = 480.01' TOP ELEVATION= 485.44' TOP ELEVATION= 499.09' 8* PY.C. IN= 473,59'
EX. Wit 27' C.M.P. )N-460,86' 18- C.M.P, )N= 480.93' 21* 'CA -P, IN- 494,06' 8' P.V.C. OUT- 473.29'
30' C.M.P. IN-- 460.T7 la" CAY OUT= 476.94' 27 C.M.P. IN= 493.49'
W R,C.P. IN= 468.53' 27' 0,M.P. OUT= 492.69' EX. SAKARY SEWER MAN14OLE 12
EX. STORM STRUCIURE 012 TOP ELEVATION= 488,90' 42' C -M -P. IN= 40.0
PY.C. IN= 479.30' 44.8.67' Di -38 L=12' 0C STORM STRUCTURE 116 842^ C1.P. OUT
TOP ELEVATION= 479-09* DI -313 L=W 8' P.V.C. IN( STUB)- 481,04'
TOP EINATION= 500.95' 8' RV.C. OUT- 479.20'
rEX, STORM STRUCTURE 13 15* C.M.P. IN= 473.49'
MAMOLE 15* C,M_P_ OUT- 473,39' 18" C.M.P. IN- 494,66'
EX. SWM SEWER WfiDLE J3TOPELEVATION= 482,04' 21* C.M.P. OUT= 494.46
TOP ELEVEATM- M.6930' R.C.P. IN- 464,54' EX. STORM STRUCTURE #13
DROP) &W. 8 L=6' EX. STORM STRUCTURE jig 8 D11', IN= 503.7227' C.M.P, IN= 464.74' DI -3
TOP NOT SET 8* Px.C. N= 500,72* TOP ELEVATION= 477.95'
27" C.M.P. IN= EX. STOW SWCTURE J8 15' CAk IN= 473.75' 507-04' 8* P.V.C, tN= 501.02'
1 15, C.M.P, !N= 501.96, 8* P.)(.C. IN- 5W.82' DI -3B L-4 IS' C.M.P. OUT= 473.M'
TOP ELEVATION= 479.9Y 27' CAP. OUT= 501,84' 8' P.VC. OUT= 500.52'
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r- 1' C.M.P. IN= 475.47' E)( STORM ST1WTURE #14
15" C.M.P. IN= 471.75' DI -3B L=10'
le C,M.P OUT= 471.55' TOP ELEVATION- 476.07'
15" C.KP. OUT= 473.89'
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THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Chodottesville - Virginia
22902 .(434) 295-7131
Owner / Developer:
University of Virginia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 4
Charlottesville, Virginia
22903
P: (434) 982-4848
F: (434) 982-4852
FINAL
SITE
PLAN
SITE
PLAN
Job Number:
06-W
FRANK 0. COX J".
LIC. M9. 7719
L01
4 0 N A I -
Date:
December 1, 2008
Revision:
October 9, 2006
November 30,2006
December 18,2006
March 8,2007
March 27,2007
April 10, 2007
December 21, 2007
February 19, 2008
May 1, 2008
May 13,2008
August 4, 2008
October 23,2008
December 1, 2008
December 16,2008
North:
Scale:
1 40'
Sheet No.:
C-3.0
5 of 221
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SITE
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Job Number:
06-W
FRANK 0. COX J".
LIC. M9. 7719
L01
4 0 N A I -
Date:
December 1, 2008
Revision:
October 9, 2006
November 30,2006
December 18,2006
March 8,2007
March 27,2007
April 10, 2007
December 21, 2007
February 19, 2008
May 1, 2008
May 13,2008
August 4, 2008
October 23,2008
December 1, 2008
December 16,2008
North:
Scale:
1 40'
Sheet No.:
C-3.0
5 of 221
LEWIS & CLARK DRIVE
STATE ROUTE 1571
THE COX COMPANY3?
Planners -Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
ADT 680 VPD
20% rn
Charlottesville - Virginia
22902 -(434) 295-7131
Owner / Developer:
Q* 1; University of Virginia01
Real Estate Foundation
465 Crestwood DTive
P.O. Box 400218
VirginiaCharlottesville,
22903
P: (434) 982-4848
F: (434) 982-4852
ADT 1359 VPD
40%
21'.
TOWN CENTER I
FINAL
EXISTING SITE
PLAN
21), &
R87' TOWN CENTER 2
NDER CONSTRUCTION
KO
YBEGINPAVEMENT
SHP- WIDTH TRANSITION CL
35.1
ADT 1359 VPD
40%
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LIMITS OF TOWN U-1CENTERTHREE
IMPROVEMENTS
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212 TOTAL SPACES
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RS PLAN
LIMITS OF TOWN
CENTER THREE
IMPROVEMEN TS Job Number:
SE-15ARCH. PLAN FOR W-1 06-50
COURTYARD DETAILS
N OPEN CIRCLE WITH rX,
TOWN CENTER FOUR SEE ARCH. PLAN. 01, LIMITS OF TOWN CENTER
DUMPSTER/RECYCI THREE ROAD
ksw` 6' GENERATOR PAD DI IMPROVEMENTS
H OF
TOWN CENTER THREE _-G-12
g STORMWATER IMPROVEMENTS
40 100
1. Building Statistics00
Proposed Use: General Office Buildings
LIC, NO. 7719
Town Center 3 Town Center 4 TotalGR7UIVII1,3 %-)r JUYVIN -W _0ME - - Number of Floors: 3.5 3
1 N i IX I I IFM_I-M L.
S/
ONA', NIO Building Square Footage: 89,814 70,583 160,397 sf
0- 2. Parking Statistics
GR -2
Date:
a. Required Parking Spaces: December 1, 2008
LIMITS OF TOWN Commercial Office: One Space per 200 sf of Net Floor Space
CENTER THREE PARKING LEGEND: Gross Combined Floor Space = 160,397 sf
IMPROVEMENTS LOW -EMISSION VEHICLE OR Net Floor Space 80% NFS 128,318 sf
Revision:
October 9, 2006
g oz FUEL-EFFICENT VEHICLE Required Spaces: 642 November 30,2006
HIGH OCCUPANCY VEHICLE December 18,2006b. Traffic Demand Managment Reductions:
Phasing Narrafive: High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88) March 8,2007
Phase Three: Town Center Three HANDICAPPED Bicycle Racks: (18) Spaces provided on Racks (18)
N
March 27, 2007
1. The Work related to Phase Three shall be generally limited to Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area (12) April 10, 2007
those improvements that are within the lease parcel for Total Reduction of Required Spaces: (118) 18.4% December 21, 2007TownCenterThree. See sheet C-2.0 for lease boundary Total Spaces Required after Reduction: 524
information. February 19, 2008
2. Phase Three shall include all Work required to construct Road c. Provided Parking Spaces: March 7,2008
A" to the terminus indicated on the plan. See sheet C-4.2 for On Site: Regular: 430
specific information related to Road "A." HOV: 44
May 1, 2008
August 4, 2008
3. Phase Three shall include all Work relate to the installation of Scooter/Motorcycle: 12
the curbing, pavement, sidewalk and landscape Low Emitting or Fuel Efficient Vehicle: 27
improvements indicated by the phasing line on this sheet. Handicap: 14
October 23,2008
December 1, 2008
4. Phase Three shall include all Work related to the installation of Total: 527— December 16,2008
Research Park Blvd., including the traffic circle. See the
phasing boundary on this plan, located just beyond the back d. Loading Spaces:
of the curbing. Requirement: One (1) space for the first eight thousand (8,000) square feet of North:
5. Phase Three shall include all Work related to the installation of office space plus one (1) space for each additional twenty thousand (20,000)
the stormwater conveyance system between structures 14 square feet of office space.
and 27, as indicated by the phasing delineation on this plan. Required Loading Spaces: I + (160,397-8,000 / 20,000) 9 Scale:
Phase Four: Town Center Four Loading Spaces Provided: 4 (Waiver Requested) 1 40-
1 . The Work related to Phase Four shall be generally limited to
Sheet No.: those improvements that are within the lease parcel for 3. Trip Generation.
Town Center Four. See sheet C-2.0 for lease boundary General Office Buildings (710)
information. Existing Town Centers I & 2: 154,249 sf
2. Phase Four shall include all Work required to incorporate the Proposed Town Centers 3 &4: 160,397 sf
additional leg (Road "C") to the traffic circle. Total Town Center: 314,646 sf C-4003. Phase Four shall include all Work required to complete the Average Rate: 11.01 /1000 sf
remaining site improvements indicated on this plan. Total Trip Generation: 3,464
7 of 22
i
Relocate Ex.
vegetation that is
located within the
Ex. ACSA easement.
i 1 Fy MA. #6
yydn
EX,
Relocate xelocaeE . t EX. 291
vegetation that is
located within the
Ex. CSA A easement.
J
Temporarily Remove and
Replace Ex. vegetation as
necessary to accommodate for
proposed grading (See C-3.0.)
Temporarily Remove andPY
vegetationReplaceEx. asp
fecessarytoaccommodate or
r0 osed grading (See C- . 0.
Fti
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LANDSCAPE CALCULATIONS
TOTAL PARKING SPACES 527
n41-• 0 O.C. rl
TREES REQUIRED
1 Y 1
164
II T
R !
1.06
160 Lm J
ir. xa 111 / > ti 6101O.0 .
as
8' P.V.C. IN= 47359'
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8' P.Y.C. OUT= 473.29`
s
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OPEN SPACE
I
1
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EX, SANITARY SEWER MANHOLE J2
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r
TOP ELEVATION= 488.90'
I {
DI -3B L=12'
x 260 Lm
1
1 111 -0 O.C.
LX -38 L=16
1
EX. STORM STRUCTURE J3 15" C.M.P. IN= 473.49' TOP ELEVATION= 500.95'
z
MANHOLE 15" C,M,P. OUT= 473,39'
4e
Lm 6320
TOP ELEVATION= 482.04'
VARIEGATED URIOPE
21' C_M.P. OUT= 494.45' EX. SANITARY SEWER MANHOLE 13
9 PI
EX. STORM STRUCTURE J13
Z
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0
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1 -0 O.C.
31'
J 9 PI
4'-0"O.C.
Lm260
1' O.C. 0"
LANDSCAPE CALCULATIONS
TOTAL PARKING SPACES 527
TREES REQ'D PER SPACE 1/10
TREES REQUIRED 52.7
TREES PROVIDED 164
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Proposed Tree Line
Limits of Disturbance)
INTERIOR LANDSCAPE AREA CALCULATIONS
TYPE AREA AC NOTES
PARKING/ROADS 4.62
SIDEWALK/HARDSCAPE 0.11
INTERIOR LANDSCAPE 74 39.8% OF PARKING
AND CIRCULATION
IMPFRVIOLIS S1IRFACF CAI CI11 ATIONS
TYPE AREA AC PERCENT OF TOTAL NOTES
TOTAL 0.00 100.07
TOP ELEVATION= 478.39'
BUILDING FOOTPRINT 1.06 15.0%
8' P.V.C. IN= 47359'
PARKING/ROADS 4.62 13.2%
8' P.Y.C. OUT= 473.29`
SIDEWALK/HARDSCAPE 0.00 0.8%
4' 10 SQ. FT.
OPEN SPACE 0.00 71.0%
EX, SANITARY SEWER MANHOLE J2
TREE CANOPY CALCULATIONS (@ 10 YRS)
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EX. STORM STRUCTURE J2 EX, STORM STRUCTURE 19 EX, STORM STRUCTURE j15 Ek SANITARY SEWER MANHOLE a1
DI -4C L=8' DI -3B L=8' U -3B L=14' TOP ELEVATION= 478.39'
TOP ELEVATION = 480.01' TOP ELEVATION= 485.44' TOP ELEVATION= 449.09' 8' P.V.C. IN= 47359'
27' C.M.P. IN=460.86' 18' C•ii.P. IN= 480.93' 21' C.M.P. IN= 494.06' 8' P.Y.C. OUT= 473.29`
30' GM.P. IN= 460.77' 18' C.M.P. OUT= 476,94 27' C.M,P. IN= 493.49'
4' 10 SQ. FT.
18" R.C.P. IN= 468.53'
KENTUCKY COFFEETREE
27' C.M.P, OUT= 492.69' EX, SANITARY SEWER MANHOLE J2
42' C.M.P. IN- 449,03' EX. STORM STRUCTURE #12
0.01 ACRES
TOP ELEVATION= 488.90'
42' C.M.P. OUT= 448.67' DI -3B L=12' EX, STORM STRUCTURE 116 8' P.V:C. IN= 479.30'
LAGERSTROEMIA INDICA "NATCHEZ'
TOP ELEVATION= 479.09' LX -38 L=16 8' P.VC, IN( STUB)= 481.04'
EX. STORM STRUCTURE J3 15" C.M.P. IN= 473.49' TOP ELEVATION= 500.95' 8" P.V.C. OUT= 479,20'
MANHOLE 15" C,M,P. OUT= 473,39' 18' C,M.P- IN= 494.65'
Lm 6320
TOP ELEVATION= 482.04'
VARIEGATED URIOPE
21' C_M.P. OUT= 494.45' EX. SANITARY SEWER MANHOLE 13
30' R.C.P. IN= 464,54' EX. STORM STRUCTURE J13
Z
TOP EA'EVIEATION= 508.69
SPECIES HEIGHT AREA/PLANT AREA/SPECIES
ACER RUBRUM 30' 397 SQ. FT. 49,625 SQ, FT.
FRAXINUS PENNSYLVANICA 37' 604 SQ. FT. 12,684 SQ. FT.
GYMNOCLADUS DIOICUS 35' 570 SQ. FT. 9,690 SQ. FT.
COTONEASTER SALICIFOLIUS 18" 22 SQ. FT. 1,936 SQ. FT.
LAGERSTROEMIA INDICA 15' 77 SQ. FT. 770 SQ. FT.
PRUNUS LAUROCERASUS 4' 10 SQ. FT. 4500 SQ. FT.
KENTUCKY COFFEETREE
TOTAL PROPOSED CANOPY 79,205 SQ. FT. (1.82 ACRES)
O
EXISTING CANOPY 0.01 ACRES
WILLOWLEAF COTONEASTER
TOTAL AREA COVERED 1.83 ACRES (24.2%)
LANDSCAPE LEGEND
SYMBOL KEY QTY BOTANICAL COMMON SIZE NOTES
0 AC 125 ACER RUBRUM RED MAPLE B&B, 1 1 /2' Cal.
iQ
Fp 21 FRAXINUS PENNSYLVANICA 'SUMMIT' SUMMIT ASH B&B, 1 1 /2' Cal
Gd 17 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE B&B, 1 1 /2' Cal. CROSSWICK MALE)
O Cs 88 COTONEASTER SALICIFOLIUS "REPANDENS" WILLOWLEAF COTONEASTER 15"-18"
J
Li 10 LAGERSTROEMIA INDICA "NATCHEZ' NATCHEZ" CRAPEMYRTLE 10, 5-6
PI 450 PRUNUS LAUROCERASUS "OTTO LUYKEN" OTTO LUYKEN" LAUREL 18"-24" 4'- 0" O.C.
t1:L[d Lm 6320 LIRIOPE MUSCARI "VARIEGATA" VARIEGATED URIOPE 1 1' - 0" O.C.
Ar "Ar
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
Charlottesville • Virginia
22902.(434) 295.7131
Owner / Developer:
University of Virginia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 982-4848
F: (434) 982-4852
FINAL
SITE
PLAN
LANDSCAPE
PLAN
Job Number:
06-50
H OF
2
FRANK D. COX, JR
LC N0. 7779
O
l
SSLONAL
Date:
December 1, 2008
Revision:
October 9, 2006
November 30, 2006
December 18, 2006
February 6, 2007
March 8, 2007
March 27, 2007
April 10, 2007
December 21, 2007
February 19, 2008
May 13, 2008
August 4, 2008
October 23, 2008
December 1, 2008
December 16, 2008
North:
Scale:
1"=40'
Sheet No.:
L-1.
19 of 22
Q
iQUZ
w
UJ J
QLU
L m
LL LL
OOL
S Z
0
U
W
z
LANDSCAPE
PLAN
Job Number:
06-50
H OF
2
FRANK D. COX, JR
LC N0. 7779
O
l
SSLONAL
Date:
December 1, 2008
Revision:
October 9, 2006
November 30, 2006
December 18, 2006
February 6, 2007
March 8, 2007
March 27, 2007
April 10, 2007
December 21, 2007
February 19, 2008
May 13, 2008
August 4, 2008
October 23, 2008
December 1, 2008
December 16, 2008
North:
Scale:
1"=40'
Sheet No.:
L-1.
19 of 22
TOWN CENTER 1
EXISTING
a
ONE CLEAR VBU M57
HOUSING,FORMED 175 WATT ED28 METAL
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162 57 _a, FFE1 520,40y65
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315 TOTAL SPACES
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HOUSING,FORMED 175 WATT ED28 METAL
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162 57 _a, FFE1 520,40y65
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TOWN CENTER 2
UNDER CONSTRUCTION
1
LUMINAIRE SCHEDULE
Symbol Label iti Caiaing Mumber 4don Lamp File Dens
AME T3 40OMH AME -3 T3-40(]MH-VLCG VERTICAL POSITION.
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HOUSING WITH
TYPE V
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SPECULAR FLUTED HALIDE LAMP HATED AT
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CLEAR GLASS
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TOWN CENTER 2
UNDER CONSTRUCTION
1
LUMINAIRE SCHEDULE
Symbol Label iti Caiaing Mumber 4don Lamp File Dens
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TYPE V
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GLASS
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SPECULAR FLUTED HALIDE LAMP HATED AT
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CLEAR GLASS
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AME -1 14" 14" 1 W 2'' 176w
Rw [vers r9 35
15` Ino 12° 2" 400'vvAME -2 !-tC.-,_r;.F'veY ;,c.•,al 50
TYPE A,4 AME -3 zs" 23° 13` 2" -.rte°Qt.ori. '0
AME -4 23" 23' 15- 2" Flat
1000w 75
The American Series €eatures vne rylast adva,noeu Egh_ng reflector sys• American is ofered in lour enaosure si7--s and five distribution paM1-
tem avallawe today. tAaion"' is a patented, revolutionary new re- terns, including a special inward throw T4 -A reflector for auto oeizler-
Rector system uniNs any other. Tie fiat lens, vgMc; l lamp, IES full curt. ship front line lighting. Visi®nTM Reflec44ar Systen alkows the use of fewrw
off luminaire is Dark Sky certified to restrct Light trespass, glare and fight fortunes and pokes with voider spacings, providing subs°antial equipment
pollution for neighborhood-irlendly outd5ca lighting. (Convex glass lass is installation and energy asst savings.
available when required.)
American is a proven performer for auto deaiarshins, shoppheg certtars,
Tne clean, compact ho(ising stye features a decorative reveal avaiank- parking ICAS and general area tightirtg, A wide selection at fight sources
in complementary or crnlrasting .blas. Computerized precision rnadnin"- fmin 100 through 1000 watts are oferad in Metal Halide, High Pressure
ery and 9uelity mWm ials ettsura manufacturing to the highest industry Sodium, and the new Fulse Start Metal Halide ls+rg; which providas
standards" excellent efficiency, lurman maintenance and corker.
Model tSb. ^p: d eau=n,- rw.. .r.:-;e R".,.. .:j F•;nb 1 e..:., Cplsu' nS
AEWE III 400 MH "7 BOA10 BZ
ry
n AME+1 13 100 t10R) P5, HPS P ! & R ceo;aote
n>m tr..ss Type 11 < a 120 a Stott -un Ann &o:ze
T2)
c 1u(3 (150) P5, igr'S
0) (BOAS) (W1 'spcv:ly rexta
175 (175) aAH, Ps o (PC120) a (PCZW)
M), Mir (s) a 2% c Bind( a (PC240) a (PC277)
a a a IBK) a {PCRa80j2) 0 Self-Gn Am 10' a VYnila a Photo pecepacle
cslinAMS -2 250 (250) PAii, PS: HPS a 240 (SDA70)L) •Puy: subna•,d basFie :>ae.s TyP3 nil a 320 320 FS St aiae mr aP+dee
0 4o'u( (400) ) FAH. F=S, HPS (
3) eases ver. Derr. r a a Green (PER) PER)
P a Quad Tou.rrnu (GN) Quartz Restrike
Reduced Etxeape (M), (P), (S) a 277 (QR)
Z Lar Grayp.A01nw a (4) FusingG
R 480 n Spider IAo!x!t 'Srng;e In-i.ine Fuse
n (SM) 13 siPverr loerall:[ spncdy :•cAapcTrxIVa400SOQh'.:r, PS, HPS {5' (SL aaAME -3 ( D ) (sF120) o (sFzn)
Cn-v-• its= iT4) a 750 (750) PS a M.Tap a CCUSIOno '0able• MdJne Fuse
1(300 (folio) PAH, PS, HPS(8) a Wall Mxcat (cc)-suesmr,csmyd
F ouo d'corvt a (DF208) a (OF240)
iso a taco Mann (ort], (P), (S) Multi -Tap () Color Stripe a (017480) B e4umdai a &mrAem'W (9q
Type IV -A
a
Tom•' max. iiAWP)tu ua vWv d House aide Litt Shield
a AME3 Autbnrotive a 750 (750) AS
b"d' canar:rey C,rz:c b as nae; (L$)
4,A a 5,Tap a sue Lin l!r air clCanvex Glass LemFreemss (T4A) a 1000 (1000) 111H. P& HPS Manor, ave taws , Aen 2 m,-
rVdEAn' a -R&Wv dEnealcpe (MD,(p),(S) (
7)
aGnndr4aWktKt (VLCG)
750 & tore wim a O a S! c rd fie
oma 1GX1w 'AIAE-1 wit• 0Mftoes41uwt o RPP -1
et - r t<:ai!aarde rAH any: caked W m a arum; hadau; la0
Round Polo Plate AdaAcor
PS -PuL-e R,= *
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honed_ 'Rood Pok PIM o aAaixm Me:alrc' 1 cast Wait PlateTypa'J ' F,.r.r ranlide Adapa<' (FPPS arc
Pips -AGhPr-eta= 34-v,rdausae; imacadrred (BAWD) iT5) sal r t;, ca,da
3 91
150FOOMMI)LE LNES OF i MZONTAL ILLLiAMAT" (TYPE )
value t Ased oft 150 HPS
Dmililr Arm
TYPE BB
WIN -W] -PG-R5-TM-150MH_MT-BK -
FOOTCANDLE
CONVERSION GUIDE
To i DOW MH Fc x 0.53
To 175141 MH Fc x 0.94
To 250W MH Ec x 1.26
To i00W HPS cc x 0.60
TO 250,14 HPS Fc x 1.65
Akmmtae
Pole f4ount Arm
PPMB-17
Top -Mou it
Wall Mouni PVi•TAD-21
Types 11, ill, )V, and V segmented
reliector systarm sea full ad -of(
and `dark sky' campiiam when
specified with a flat lem.
o7dM±1g Cla t
MODEL REFLECTOR MOUNT LAMP LAMP VOLTS
NUMBER 'Sae Moaodng types : WP Presse Slum : FAetO Hai oe
WIN ; IES Fye it NBP 705, 100S f SOS. SOMI, 70f•M, 1"H 120.201L
IES Type til :2075,?505, a00S 15C471H, 175,i'dt :240.277
IES Type IV 25cmiti, 4WIVIH MT
ES Type V
K-A-n%Si:-it.
WLnsionn with 4 -windowed midsection and
Can Rings - A-1 Shade
W'hnma with louvered mtaseetroh -
W-1 Shade
Side -noun! Wirrstuth with sc&
nillsectlon and W-2 shade
OPTIONS
v CVoQ
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Mourning Electrical Filtish
MW
NIP -Threaded Nipple K=PIwm control Bunco Bk=13lack tS!andrrd)
sae WA m Q
F$=Fuca, single RZ=Branre GP,.rnaen
PENNA L/l/1! l
01=
on
f15.1ir1l6led Glass Lcsa - Bat TS-WiooUll nalSeGwn
1AR0=1E7iia1 mount INO=Inductkn Lamp
MEN
IRZ-htorRon131 Reflector Full Cut -Off type ¢ Looverid midmlor+
T1,1= rop Mount fri4use, chide sit -shoo Macalk
Dmililr Arm
TYPE BB
WIN -W] -PG-R5-TM-150MH_MT-BK -
FOOTCANDLE
CONVERSION GUIDE
To i DOW MH Fc x 0.53
To 175141 MH Fc x 0.94
To 250W MH Ec x 1.26
To i00W HPS cc x 0.60
TO 250,14 HPS Fc x 1.65
Akmmtae
Pole f4ount Arm
PPMB-17
Top -Mou it
Wall Mouni PVi•TAD-21
Types 11, ill, )V, and V segmented
reliector systarm sea full ad -of(
and `dark sky' campiiam when
specified with a flat lem.
o7dM±1g Cla t
MODEL REFLECTOR MOUNT LAMP LAMP VOLTS
NUMBER 'Sae Moaodng types : WP Presse Slum : FAetO Hai oe
WIN ; IES Fye it NBP 705, 100S f SOS. SOMI, 70f•M, 1"H 120.201L
IES Type til :2075,?505, a00S 15C471H, 175,i'dt :240.277
IES Type IV 25cmiti, 4WIVIH MT
ES Type V
K-A-n%Si:-it.
WLnsionn with 4 -windowed midsection and
Can Rings - A-1 Shade
W'hnma with louvered mtaseetroh -
W-1 Shade
Side -noun! Wirrstuth with sc&
nillsectlon and W-2 shade
OPTIONS
v CVoQ
M 0N
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Mourning Electrical Filtish Optica( Midsections
NIP -Threaded Nipple K=PIwm control Bunco Bk=13lack tS!andrrd) DR=OTopped LRM - glass - slandwil sow r oametlari
CR_ -C 5l Rita: F$=Fuca, single RZ=Branre GP,.rnaen FL=FIM Lens - &ss 4-'A`indver 00sitbW
Shade w-1 or W-? W<WAs Tap UIasi vp-imf(l Patna PP=Petmar Falm f15.1ir1l6led Glass Lcsa - Bat TS-WiooUll nalSeGwn
1AR0=1E7iia1 mount INO=Inductkn Lamp AL-Aknow V040ore IRZ-htorRon131 Reflector Full Cut -Off type ¢ Looverid midmlor+
T1,1= rop Mount fri4use, chide sit -shoo Macalk IR3-i oribultil Reflector F611 CO -Off Type IBI
SPA-Sida Vx l
Z
U
WLd
o
cc -W" Col* 1PA- wizontal Releaor Full W -Off Type IV
v
IRS-. Eiorizarxal Reffa<an Full rau{Nr 1raor V
CC' Ci17n't ESrdTC11
E-1 U
IRs-VERT=VWjcal FWiW" Full C,A-011 Type V
U~ N
a
This example illustrates the standard ardering sexnence. Select each pan of
VtfiN R3 400 MH 240 PC VP the ordering numbea from the ordering Chan above. The numiner+n tate
m
b
IL)V
eram(de specifies ilio WiRsinn fixture -An glass -etleraar; Fuse- single mount:
Model Reflector Lamp voletoga Options finish. 400 Vol metal 14ide Iaor,r; 240 vols; Poo corlrak huthxr rerde patina fi llsh.
Numbu
04
C-8 Q030) .-':`Lighting PrOdUCtS, Inc. 150 Penco Way-:hergton, M IgD34 Pinot°302.8"y-W fax 392.2925005 mm_, perecblighting.win pelocoa-x.rii4uxn.com
FIXTURE SPEC SHEETS
SCALE: N/A
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