HomeMy WebLinkAboutSDP200800043 Plan - Approved 2008-08-18University of Virginia Research Park
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: 3.5 3.0
Building Square Footage: 89,814 70,583 160,397 sf
Floor Area Ratio:
Maximum Building Height:
Number of Employees:
Industrial/Commercial Use:
Lot Coverage: (Lease Areal
Building Footprint:
Parking and Driveways:
Landscaped Areas:
Maximum Impervious Area:
Lease Area: ± 7.60 Acres
0.48 (Based on lease area)
56.0'
280
0 sf
47,908 sf
192,145 sf (Lease Area)
2.09 Acres (Lease Area)
240,053 sf
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
(14.5%)
(58.0%)
(27.5%)
(72.5%)
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: (1 18) 19.6%
Total Spaces Required after Reduction : 524
c. Provided Parking Spaces:
On Site: Regular:
432
HOV:
44
Scooter/Motorcycle:
12
Low Emitting or Fuel Efficient Vehicle:
27
Handicap:
14
Total:
529
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
RIVANNA 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.
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 drair, 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.
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.
I. 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.
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, shall
be disposed of within the project.
VICINITY MAP
d
51rE
REVISIONS
1Q 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 accomodate whole site changes
initiaited 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.
SHEET INDEX
X
__J�/ r A �o_/
Juaml a yl
Reviewed and Approved by the
Communityevelo m
Date_Feg%� D ent Department
Fitek
- � y
S nature
C-1.0
B. The site does not lie within a reservoir watershed.
The stormwater from the site flows
C. All materials and construction methods shall conform to current specifications and
northeastward to the North Fork of the
Rivanna River.
C-2.2
Existing Conditions Exhibit
standards of V.D.O.T. All excavation for underground pipe installation must comply with
Site Plan
C-3.1
Critical Slope Exhibit
C-4.0
Layout Plan
OSHA Standards for the Construction Industry (29 CFR Part 1926).
13. North Fork Research
Park Total Buildout Statistics
Road "B" Plan and Profile
C-5.0
D. Erosion and siltation control measures shall be provided in accordance with the
Complete
Regional Stormwater Exhibit
C-6.0
Building
Density
approved erosion control plan and shall be installed prior to any clearing, grading or
C-7.1
Year
Acerage
General Details
ES -1.0
other construction.
Microaire
1995
4.8
46,000
77,000
Landscape Plan
Motion Control
1996
4.0
25,000
60,000
E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The
PRA
1998
6.5
82,577
82,577
maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser
Town Center One
2000
6.6
70,583
70,563
slopes of 3:1 or better are to be achieved.
Biotage
2002
7.1
51,000
60,000
ETC
2002
3.0
41,778
41,778
F. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of
Town Center Two
2006
4.3
83,666
the Albemarle County Director of Engineering, or the Director's designee, it is deemed
Total
36.3
400,584
391,918
necessary in order to stabilize a drainage channel.
Acerage
Dev. GSF
Density
G. Compliance with the minimum pavement width, as shown on the typical
Capacity
307.0
3,000,000
3,000,000
pavement/road section detail, shall be strictly adhered to. Exceptions will not be
Developed/Sold
6.6
400,584
391,918
allowed.
Total Remaining
300.0
2,599,416
2,583,028
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.
I. 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.
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, shall
be disposed of within the project.
VICINITY MAP
d
51rE
REVISIONS
1Q 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 accomodate whole site changes
initiaited 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.
SHEET INDEX
X
__J�/ r A �o_/
Juaml a yl
Reviewed and Approved by the
Communityevelo m
Date_Feg%� D ent Department
Fitek
- � y
S nature
C-1.0
Cover
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
C-7.0
Waterline Plan and Profile
C-7.1
Sanitary Sewer Profiles
C-8.0
General Details
ES -1.0
Erosion & Sediment Control Narrative
ES -2.0
Erosion & Sediment Control Details
ES -3.0
Erosion & Sediment Control Plan
L-1.0
Landscape Plan
L-2.0
Landscape Details
SL -1.0
Site Lighting Plan
SL -2.0
Site Lighting Details
Filled Box Indicates Drawing Included in Set
SIGNATURE PANEL
Albemarle Co. Dept. of Community Development - Zoning & Current Development
Date
Albemarle Co. Dept. of Community Development - Engineering Division
Date
Albemarle County Division of Fre and Rescue
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East Hgh Sheet
Chwlohes4iis • VA9inia
22902.(434/295.7131
Owner / Developer:
University of Vugnia
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
COVER
SHEET
Job Number:
06-50
FRANK D. CJR.
LIC. NO F719
Date:
August 4, 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
January4, 2008
February 19, 2008
May 13, 2008
August 4, 2008
North:
Scale:
As Noted
Sheet No.:
C-1.0
1 of 22
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Job Number:
06-50
FRANK D. CJR.
LIC. NO F719
Date:
August 4, 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
January4, 2008
February 19, 2008
May 13, 2008
August 4, 2008
North:
Scale:
As Noted
Sheet No.:
C-1.0
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Ar 11111l
THE COX COMPANY
Panners • Landscape Architects
Civil Engineers • Uilean Designers
227 East High Sheet
CharbHesvule • ArgiMo
22902. (434) 295-7131
Owner / Developer.
University of VirgLnia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
P:(434) 982-4848
F: (434) 982-4852
FINAL
SITE
PLAN
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Ar 11111l
THE COX COMPANY
Panners • Landscape Architects
Civil Engineers • Uilean Designers
227 East High Sheet
CharbHesvule • ArgiMo
22902. (434) 295-7131
Owner / Developer.
University of VirgLnia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
P:(434) 982-4848
F: (434) 982-4852
FINAL
SITE
PLAN
ROAD
PLAN &
PROFILE
Job Number:
06-50
LIC NO.
Date:
August 4, 2008
Revision:
October 9, 2006
March 27, 2007
January 28, 2008
February 19, 2008
Auqust 4, 2008
North:
Scale:
Vert.: 1"= 5'
Sheet No.:
C-4.1
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ROAD
PLAN &
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Job Number:
06-50
LIC NO.
Date:
August 4, 2008
Revision:
October 9, 2006
March 27, 2007
January 28, 2008
February 19, 2008
Auqust 4, 2008
North:
Scale:
Vert.: 1"= 5'
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C-4.1
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Planners . Landscape Architects
00 Engineers - l . Dasgnars
227 East High S#se1
Cho ffewW. Wghvo
22902-(434)295-7131
Owner / Developer
University of Virginia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P:(434) 9824848
F: (434) 982.7852
FINAL
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P�(H OF-
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Date:
August 4, 2008
Revision:
October 9, 2006
November 30, 2006
March 8, 2007
March 27, 2007
February 19, 2008
May 13, 2008
August 4, 2008
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All structures shall have Standard IS -1 Inlet Shaping.
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THE
THE CO
Planners . Landscape Architects
00 Engineers - l . Dasgnars
227 East High S#se1
Cho ffewW. Wghvo
22902-(434)295-7131
Owner / Developer
University of Virginia
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P:(434) 9824848
F: (434) 982.7852
FINAL
SITE
PLAN
LL
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Job Number:
06-50
P�(H OF-
Fo
13UC NO. 9
O
4`pS/ONA EAG\
Date:
August 4, 2008
Revision:
October 9, 2006
November 30, 2006
March 8, 2007
March 27, 2007
February 19, 2008
May 13, 2008
August 4, 2008
North:
Scale:
Vert.: 1"= 5'
Sheet No.:
\ '—A -n
12 of 22
University 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: 3.5 3.0
Building Square Footage: 89,814 70,583 160,397 sf
Floor Area Ratio:
Maximum Building Height:
Number of Employees:
Industrial/Commercial Use:
Lot Coveraae: (Lease Area)
Building Footprint:
Parking and Driveways:
Landscaped Areas:
Maximum Impervious Area:
Lease Area: ± 7.60 Acres
0.48 (Based on lease area)
56.0'
280
0 sf
47,908 sf
192,145 sf (Lease Area)
2.09 Acres (Lease Area)
240,053 sf
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
(14.5%)
(58.0%)
(27.5%)
(72.5%)
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:
432
HOV:
44
Scooter/Motorcycle:
12
Low Emitting or Fuel Efficient Vehicle:
27
Handicap:
14
Total:
529
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
RIVANNA 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.
I. 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 albemade 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.
Park
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
Cover
C-2.0
Building
Density
Boundary Exhibit
Year
Acerage
C-3.0
Site Plan
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
Filled Box Indicates Drawing Included in Set
Total
Lu
36.3
400,584
391,918
LL_
Acerage
Dev. GSF
Density
Capacity
307.0
3,000,000
3,000,000
Developed/Sold
6.6
400,584
391,918
Total Remaining
LU
300.0
2,599,416
2,5Q3,028
14. Setbacks: Per the approved application plan for development, setbacks are:
50' from public
R.O.W. to
building
ZD
10' from public
R.O.W. to
parking
15. Note: Hazardous Materials: No hazardous materials, including medical wastes, shall
be disposed of within the project.
VICINITY MAP
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tbft "F4
SHEET INDEX
■
C-1.0
Cover
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
C-7.0
Waterline Plan and Profile
C-7.1
Existing Sanitary Sewer Profiles
C-8.0
General Details
ES -1.0
Erosion & Sediment Control Narrative
ES -2.0
Erosion & Sediment Control Details
ES -3.0
Erosion & Sediment Control Plan
L-1.0
Landscape Plan
L-2.0
Landscape Details
SL -1.0
Site Lighting Plan
SL -2.0
Site Lighting Details
Filled Box Indicates Drawing Included in Set
SIGNATURE PANEL
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
THE COX COMPANY
Planners • Landscape Architects
Cldl Engineers • U=n Des'gnem
227 East High Street
CharloffeSAA9. Yfiginio
71902. (434) 195-7131
Owner / Developer:
University of Virania
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 9821848
F:(434)982-4852
MINOR
SITE PLAN
AMENDMENT
COVER
SHEET
Job Number:
06-50
FRANK D. COX, ,R.
L/C. N0. 7719
Date:
February 19, 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
December 21, 2007
January 4, 2008
February 19, 2008
North:
Scale:
As Noted
Sheet No.:
C-1.0
1 of 22
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Job Number:
06-50
FRANK D. COX, ,R.
L/C. N0. 7719
Date:
February 19, 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
December 21, 2007
January 4, 2008
February 19, 2008
North:
Scale:
As Noted
Sheet No.:
C-1.0
1 of 22
IC?
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/Proposed Lease Ar
3.15± acres
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-- STATE ROUTE 1571
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EXISTING
2
TOWN CENTER 2
TOWN
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limits of Town Center Three
site improvements that are
outside of the Lease Area
1
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/Proposed LeasArea
4.45± acres /
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Total Proposed m�
Lease Area N
7.60± acres
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Proposed Lease Area Table:
Phase Three 4.45± acres
Phase Four 3.15± acres
Total 7.60± acres
C
THE COX COMPANY
Planners • Lcrd6 ape Archilecfs
Civil Ergineers • Urtw Designers
220Eost Nigh Street
Ch offesville•Virginia
22902.[434)-19S-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
0
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/Proposed Lease Ar
3.15± acres
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-- STATE ROUTE 1571
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EXISTING
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TOWN CENTER 2
TOWN
CONSTRUCTION/
Y /
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limits of Town Center Three
site improvements that are
outside of the Lease Area
1
Town Cente 3
/Proposed LeasArea
4.45± acres /
Z /
Total Proposed m�
Lease Area N
7.60± acres
as /
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Proposed Lease Area Table:
Phase Three 4.45± acres
Phase Four 3.15± acres
Total 7.60± acres
C
THE COX COMPANY
Planners • Lcrd6 ape Archilecfs
Civil Ergineers • Urtw Designers
220Eost Nigh Street
Ch offesville•Virginia
22902.[434)-19S-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
BOUNDAI
EXHIBIT
Job Number:
06-50
FRANK D. COX, ✓R.
UQ NO. 7719
Date:
March 7, 2008
Revision:
December 18, 2006
December 21, 2007
February 19, 2008
March 7. 2008
North:
Scale:
1"=40'
Sheet No.:
C-2.1
3 of 22
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EXHIBIT
Job Number:
06-50
FRANK D. COX, ✓R.
UQ NO. 7719
Date:
March 7, 2008
Revision:
December 18, 2006
December 21, 2007
February 19, 2008
March 7. 2008
North:
Scale:
1"=40'
Sheet No.:
C-2.1
3 of 22
TOWN CENTER 1�
EXISTING
\\ OWN CENTER 2
�A^\ ji; NDER CONSTRUCTION14
\
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LEGEND:
±522.3
C EXISTING CRITICAL SLOPES
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Plant - Landwme Nchitects
Civil Engineers • Urban Desgs
7X1 Eosl Nigh Street
Chwbtl SdL-Wpm Ali
22902-(4341295.7131
Owner / Developer.
tyFf ' aoV.ton
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 9824848
F:(434)9824852
FINAL
SITE
PLAN
CRITICAL
SLOPE
EXHIBIT
I Job Number:
06-50
FRANK D. COX J.
LIC NO. 7719
Date:
February 19, 2008
Revision:
December 18, 2006
February 13, 2007
March 8, 2007
March 27, 2007
April 10, 2007
December 21, 2007
February 19, 2008
North:
Scale:
1"=40'
Sheet No.:
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CRITICAL
SLOPE
EXHIBIT
I Job Number:
06-50
FRANK D. COX J.
LIC NO. 7719
Date:
February 19, 2008
Revision:
December 18, 2006
February 13, 2007
March 8, 2007
March 27, 2007
April 10, 2007
December 21, 2007
February 19, 2008
North:
Scale:
1"=40'
Sheet No.:
C-3.1
6of22
ADT - 1359 VPD
40%
R63
BEGIN PAVEMENT
WIDTH TRANSITION
Sri
7-M
+
M
LIMITS OF TOWN
CENTER THREE /
IMPROVEMENTS /
\ //
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LEWIS & CLARK DRIVE
-- STATE ROUTE 1571
\Dr -Bao VPD
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u rwc n nNrvv crnci ua rnw �r� .on m, n rc ,c..�c p,..wa.r rvr \
Town Center Three. See sheet C-2.0 for lease boundary
information.
2. Phase Three shall include all Work required to construct Road
"A" to the terminus indicated on the plan. See sheet C-4.2 for \
specific information related to Road "A."
3. Phase Three shall include all Work relate To the installation of
the curbing, pavement, sidewalk and landscape \
improvements indicated by the phasing line on this sheet.
4. Phase Three shall include all Work related To the installation of /
Research Park Blvd., Including the Traffic circle. Seethe
phasing boundary on this plan, located just beyond The bock /
of The curbing.
S. Phase Three shall include all Work related to the installation of
the stormwater conveyance system between structures 14
and 27, as indicated by the phasing delineation on this plan.
Phase Four: Town Center Four
1. The Work related to Phase Four shall be generally limited to
those improvements that are Within the lease parcel for
Town Center Four. See sheet C-2.0 for lease boundary
information.
2. Phase Four shall include all Work required to incorporate the
additional leg (Road "C") to the traffic circle.
3. Phase Four shall include all Work required to complete the
remaining site improvements indicated on this plan.
N
/ r
ADT = 1359 VPD
40%
/
LIMITS OFTOWN 'C"'
/
CENTER T
IMPROVEMENTENT S
C, +
u..
SPAC
_
26 SP q n.` ° ; azo f H •�.
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as ;-
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r, � ��• r 4
R3
� ! LIMITS OF TOWN CENTER
= s� THREE ROAD
IMPROVEMENTS
Rla+ RQ 1. Building Statistics
Proposed Use: General Office Buildings
Town Center 3 Town Center 4 Total
Number of Floors: 3.5 3
Building Square Footage: 89,814 70,583 160,397 sf
+R1 ` 2. Parking Statistics
Res a. Required Parking Spaces:
Commercial Office: One Space per 200 sf of Net Floor Space
f PARKING LEGEND: Gross Combined Floor Space = 160,397 sf
®LOW -EMISSION VEHICLE OR Net Floor Space = 80% NFS = 128,318 sf
FUEL-EFFICENT VEHICLE Required Spaces: 642
rEv
HIGH OCCUPANCY VEHICLE b. Traffic Demand Managment Reductions:
High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88)
a HANDICAPPED 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) 18.4%,
Total Spaces Required after Reduction: 524
c. Provided Parking Spaces:
On Site: Regular: 432
HOV: 44
Scooter/Motorcycle: 12
Low Emitting or Fuel Efficient Vehicle: 27
Handicap: 14
Total: 529
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 Requested)
3. Trip Generation.
General Office Buildings (710)
Existing Town Centers 1 & 2: 154,249 sf
Proposed Town Centers 3 &4: 160,397 sf
Total Town Center: 314,646 sf
Average Rate: 11.01 /1000 sf
Total Trip Generation: 3,464
THE COX COMPANY
Planners • Lcr score Archftects
ow Eain • urban Designers
270 Easr lgh Sbeel
CharbMesv,&• Y4nl2
22902.(43!/ 295-7131
Owner / Developer:
University of V' * ,
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 982-4848
F:(434) 9824852
FINAL
SITE
PLAN
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LAYOUT &
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Job Number:
x
HOF11
7�
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O FRANK A COX JR. ➢
o LIC. NO. 7719
F`rS / O N A L f.�G
Date:
March 7, 2008
Revision:
.
November 30, 2006
December 18, 2006
March 8, 2007
March 27, 2007
April 10, 2007
December 21, 2007
.
March 7, 2008
��'
����
r
Scale:
�
Sheet No.:
.Y
•
�� 'cam iYs
TOWN CENTER 3
FFE: 520.40
•317
TOTAL SPACESg
Pei
u rwc n nNrvv crnci ua rnw �r� .on m, n rc ,c..�c p,..wa.r rvr \
Town Center Three. See sheet C-2.0 for lease boundary
information.
2. Phase Three shall include all Work required to construct Road
"A" to the terminus indicated on the plan. See sheet C-4.2 for \
specific information related to Road "A."
3. Phase Three shall include all Work relate To the installation of
the curbing, pavement, sidewalk and landscape \
improvements indicated by the phasing line on this sheet.
4. Phase Three shall include all Work related To the installation of /
Research Park Blvd., Including the Traffic circle. Seethe
phasing boundary on this plan, located just beyond The bock /
of The curbing.
S. Phase Three shall include all Work related to the installation of
the stormwater conveyance system between structures 14
and 27, as indicated by the phasing delineation on this plan.
Phase Four: Town Center Four
1. The Work related to Phase Four shall be generally limited to
those improvements that are Within the lease parcel for
Town Center Four. See sheet C-2.0 for lease boundary
information.
2. Phase Four shall include all Work required to incorporate the
additional leg (Road "C") to the traffic circle.
3. Phase Four shall include all Work required to complete the
remaining site improvements indicated on this plan.
N
/ r
ADT = 1359 VPD
40%
/
LIMITS OFTOWN 'C"'
/
CENTER T
IMPROVEMENTENT S
C, +
u..
SPAC
_
26 SP q n.` ° ; azo f H •�.
i
d5&°__ !
as ;-
ri
r, � ��• r 4
R3
� ! LIMITS OF TOWN CENTER
= s� THREE ROAD
IMPROVEMENTS
Rla+ RQ 1. Building Statistics
Proposed Use: General Office Buildings
Town Center 3 Town Center 4 Total
Number of Floors: 3.5 3
Building Square Footage: 89,814 70,583 160,397 sf
+R1 ` 2. Parking Statistics
Res a. Required Parking Spaces:
Commercial Office: One Space per 200 sf of Net Floor Space
f PARKING LEGEND: Gross Combined Floor Space = 160,397 sf
®LOW -EMISSION VEHICLE OR Net Floor Space = 80% NFS = 128,318 sf
FUEL-EFFICENT VEHICLE Required Spaces: 642
rEv
HIGH OCCUPANCY VEHICLE b. Traffic Demand Managment Reductions:
High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88)
a HANDICAPPED 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) 18.4%,
Total Spaces Required after Reduction: 524
c. Provided Parking Spaces:
On Site: Regular: 432
HOV: 44
Scooter/Motorcycle: 12
Low Emitting or Fuel Efficient Vehicle: 27
Handicap: 14
Total: 529
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 Requested)
3. Trip Generation.
General Office Buildings (710)
Existing Town Centers 1 & 2: 154,249 sf
Proposed Town Centers 3 &4: 160,397 sf
Total Town Center: 314,646 sf
Average Rate: 11.01 /1000 sf
Total Trip Generation: 3,464
THE COX COMPANY
Planners • Lcr score Archftects
ow Eain • urban Designers
270 Easr lgh Sbeel
CharbMesv,&• Y4nl2
22902.(43!/ 295-7131
Owner / Developer:
University of V' * ,
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P: (434) 982-4848
F:(434) 9824852
FINAL
SITE
PLAN
V
W
LU
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Do
W
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LL U LL
0z°
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LAYOUT &
PHASING
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Job Number:
06-50
HOF11
7�
Z
O FRANK A COX JR. ➢
o LIC. NO. 7719
F`rS / O N A L f.�G
Date:
March 7, 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
March 7, 2008
Norah:
Scale:
1"=40'
Sheet No.:
C-4.0
7of22
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Storm Sewer Notes:
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All structures shall have Standard IS -1 Inlet Shaping.
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STORM
PROFILES
Job Number:
06-50
IU FRANK D. COX, R.
UC. N0. 7719
SSS10NAL Eat'\
Date:
February 19, 2008
Revision:
October9,2006
November 30, 2006
March 8, 2007
March 27, 2007
February 19, %
North:
Scale:
Vert.: I"= 5'
Sheet No.:
C-6.0
12 of 22
Relocate Ex.
vegetation that is
located within the
Ex. ACSA easement.
I1 M 06
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Relocate Ex.
vegetation that is
located Within the
Ex. ACSA easement.
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Relocate Ex. Tree
\\ %
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Temporarily Remove and
Replace Ex. vegetation as \� /
necessary to accommodate for
proposed grading (See C-3.0.)
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Temporarily Remove and
Replace Ex. vegetation as
ecessary to accommodate for
roposed grading (See C-3.0.)
9 PI
4' -a' O.
260 Lm
1 -a' O.C.
LANDSCAPE CALCULATIONS
TOTAL PARKING SPACES 529
TREES REQ'D PER SPACE
1/10
TREES REQUIRED
52.9
TREES PROVIDED
164
TOWN CENTER 1
EXISTING
Proposed Tree Line
(Limits of Disturbance)
INTFRInR I ANnCC-APF AREA rAl 71 11 AnnNc
TYPE
AREA AC NOTES
xa �'
4.62
SIDEWALK/HARDSCAPE
0.11
INTERIOR LANDSCAPE
.74 139.8% OF PARKING
AND CIRCULATION
BUILDING FOOTPRINT
1.06
I5.0%
8' P.V.0 W= 41358'
PARKING/ROADS
4.62
13.2%
8' P9.0 WT= 0129'
SIDEWALK/HARDSCAPE
0.00
0.8%
4' 10 SQ. FT.
OPEN SPACE
0.00
71.0%
EX. SWM 991M YWINLE /2
42' CLAP. W- War
IXS SIRIILIURE it2
0.01 ACRES
TW ELF/A - MW
42'CAP OUT= 14&6T'
U -SB L"I2'
IX STON 81 V, i16
a P.V.t. Ws• 09.10'
LAGERSTROEMIA INDICA'NATCHEZ'
TCP E3EVA - 4M0'
U-2 116
8• P.m OK SNB)= 481.x'
E%. SINN 6IMICN9E V
ti CY.P. W- 47149'
lOP EIEYA1eN= 500.95
B' PV.0 =- 09.20'
t1964)IF
IS' CWP. W- 1]119'
i8' W. 81= 48145
Proposed Tree Line
(Limits of Disturbance)
INTFRInR I ANnCC-APF AREA rAl 71 11 AnnNc
TYPE
AREA AC NOTES
PARKING/ROADS
4.62
SIDEWALK/HARDSCAPE
0.11
INTERIOR LANDSCAPE
.74 139.8% OF PARKING
AND CIRCULATION
40 Pl"
4'-a'O.C.
- 1 Ar r
/
a
CENTER 2 j
R
4 -
1.
70 L
40''-
4 \
a' O.C.
6 Ar 4t -
Existing
Existing Tree Lin /
(Typical) \ \�
IMPFRVInI IS SI IRPACF CAI rl 11 AnnW
TYPE
AREA AC
PERCENT OF TOTAL
NOTES
TOTAL
0.00
100.0%
TOP F 1pp= 478.39'
BUILDING FOOTPRINT
1.06
I5.0%
8' P.V.0 W= 41358'
PARKING/ROADS
4.62
13.2%
8' P9.0 WT= 0129'
SIDEWALK/HARDSCAPE
0.00
0.8%
4' 10 SQ. FT.
OPEN SPACE
0.00
71.0%
EX. SWM 991M YWINLE /2
M
9 PI
4'-0"4
160 b
TREE CANOPY CALCI II AnnW 10 In VPa
y
11 PI
4'-Q
:570 L
1'-0"
\ \ C. D
is
Pit ( ill i \\
-11 N1�. IB t�� / \\
Iirnit o'-0"O.C. 12 Pi"I J \\
o . 4 {(_
330 Lm �� a' O.C. C. \
-r a o.c.P.Y a C
470 Lm -__t t PI
1' a' O.C.
Vie, _ n„ n r. _
330 Lm
1'-a'O.C.
5
167 PI
4'-a'O.C.
21 Fp
50' - IT
Proposed Tree Line
(Limits of Disturbance)
q. STOPp 51(BM n i2
tt. Sipa Sf«LW9Uf& a
IX Sias, 56 sr 115
IX. suiiIm ssIal LY9WNE it
p -4C L4'
01-]6 L-8
P -SB L=14'
TOP F 1pp= 478.39'
X1, U VATM - 480A1'
TW RAOI N= OW
IOP [LLWipN= 199.09'
8' P.V.0 W= 41358'
27'CA.P.46. WM'
18' CLP. W= 480.93'
21'CAP. W= {94.06'
8' P9.0 WT= 0129'
30' C.N.P. N. W)'7'
18' CAP, V- 47694'
27' CA.P. W= 493.49'
4' 10 SQ. FT.
Is' RFP, W. 46551'
KENTUCKY COFFEETREE
21' CAP. w- MW
EX. SWM 991M YWINLE /2
42' CLAP. W- War
IXS SIRIILIURE it2
0.01 ACRES
TW ELF/A - MW
42'CAP OUT= 14&6T'
U -SB L"I2'
IX STON 81 V, i16
a P.V.t. Ws• 09.10'
LAGERSTROEMIA INDICA'NATCHEZ'
TCP E3EVA - 4M0'
U-2 116
8• P.m OK SNB)= 481.x'
E%. SINN 6IMICN9E V
ti CY.P. W- 47149'
lOP EIEYA1eN= 500.95
B' PV.0 =- 09.20'
t1964)IF
IS' CWP. W- 1]119'
i8' W. 81= 48145
6320
TOP M'Atpk 481.a'
VARIEGATED URIOPE
21' "It. "- W.4S
M 84MIfA4( SPIR 14.281pE i3
W FLU. N. 461St
E% 17M SI0.11CI W 413
Tro nnnm. YN 89
SPECIES
HEIGHT AREA/PLANT
AREA/SPECIES
ACER RUBRUM
30' 397 SQ. FT.
50,022 SQ. FT.
FRAXINUS PENNSYLVANICA
37 604 SQ. FT.
12,684 SQ. FT.
GYMNOCLADUS DIOICUS
35' 570 SQ. FT.
9,690 SQ. FT.
COTONEASTER SAUCIFODUS
IS" 22 SQ. FT.
1.936 SQ. Fi.
LAGERSTROEMIA INDICA
15' 77 SQ. Fr.
770 SO. FT.
PRUNUS LAUROCERASUS
4' 10 SQ. FT.
45M SQ. H.
KENTUCKY COFFEETREE
TOTAL PROPOSED CANOPY79,602
SQ. FT. (1.83 ACRES(
Q Cs
EXISTING CANOPY
0.01 ACRES
WILLOWLEAF COTONEASTER
TOTAL AREA COVERED
1.84 ACRES (24.2%
LANDSCAPE LFC:END
Existing Tree Line
(Typical)
SYMBOL KEY
I QTY
I BOTANICAL
COMMON
SIZE
NOTES
O Ac
126
ACER RUBRUM
RED MAPLE
888, 1 I/7' Cal.
Fp
21
FRAXINUS PENNSYLVANICA'SUMMIT'
SUMMIT ASH
B&B,I1/2'Cal
® Po
17
GYMNOCLADUS DIOICUS
KENTUCKY COFFEETREE
B&B,1I/2'Cal.
(CROSSWICK MALE)
Q Cs
88
COTONEASTER SALICIFODUS"REPANDENS"
WILLOWLEAF COTONEASTER
15-18"
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.
Lm
6320
LIRIOPE MUSCARI'VARIEGATA"
VARIEGATED URIOPE
#1
THE COX COMPAN
Planners • Landscape Arahile[
CIVA Engineers • U1ban Oesignt
127Cvt7NighS)reel
Charbttesvi0e • Ynginla
22902 •(43// 195.7731
Owner / Developer:
University or Vug�' tW
Real Estate Foundation
465 Crestwood Drive
P.O. Box 400218
Charlottesville, Virginia
22903
P:(434) 982-4848
F: (434) 982.9852
FINAL
SITE
PLAN
Y
s
Vl (/) Lu
UJ
Lij
Q ` m
J
LL U LL
O Z 0
I-
0
� � U
W
Z
LANDSCAPE
PLAN
Job Number:
06-50
�U FRANK D. COX, ,/R.
UC N0. 7719
Date:
February 19, 2008
Revision:
October 9,2006
November 30, 2006
December 18, 2006
February 6,2W7
March 8, 2007
March 27, 2007
April 10, 2007
December 21, 2007
February 19, 2008
North:
Scale:
1"=40'
Sheet No.:
L-1.0
19 of 22