HomeMy WebLinkAboutSDP201900070 Letter of Revision 2021-05-10 (3)j
f. Dewberry
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suite 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
www.dewberry.00m
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J AN. MINNICK a
Lic No. 0402061632
AL
KEY PLAN
SCALE
0' 50' 100'
HORIZONTAL SCALE
1"=50'
REVISIONS
3
5/07/21
ACO
LETTER OF REVISION 3
2
9/09/20
ACO
LETTER OF REVISION 2
8/17/20
ACO
LETTER OF REVISION
4/22/20
ACO
REVISION 2
2/07/20
ACO
REVISION 1
11/04/19
ACO
MINOR AMENDMENT
No.
DATE
BY
Description
DRAWN BY ACO
APPROVED BY
CHECKED BY
TITLE
OVERALL SITE AND
UTILITY PLAN PHASE
IIA AND 1113
DEI PROJECT NO: 50100451
SHEET NO.
C3m06
BOAR'S HEAD
SPORTS CLUB
PLEASE SEE PLANTING SCHEDULE AND
OTHER PLANTING INFORMATION ON SHEET
L4.
DO NOT INSTALL ANY TREES WITHIN 10'-0"
OF SANITARY STORM SEWER (SSWR) LINE.
FINISH GRADE IS TO BE 1" BELOW TOP OF
PAVEMENT AT PLANTING BEDS; TAPER
MULCH TO MEET FLUSH AT EDGE OF
PAVING.
GROUND COVER AREAS NOT DESIGNATED
AS MEADOW SHALL BE LAWN.
PROVIDE APPROX. 3' MOW STRIP OF LAWN
ADJACENT TO PATHS AND OTHER PAVED
AREAS.
PROJECT
UVA Tennis
CLIENT
University of Virginia
Foundation
PO Box 400218
Charlottesville, VA
434.982.4848 tel 434.982.5852 fax
www.uvafoundation.com
CONSULTANT
AECOM Technical Services
3101 Wilson Boulevard, Suite 900
Arlington, VA 22201
703.682.4900 tel
www.aecom.com
Preparer: Rachel Lloyd, RLA
REGISTRATION
DATE
May 3, 2021
LETTER OF
REVISION
PROJECT NUMBER
60580805
TITLE
PLANTING PLAN
PHASE IIA and 1113
SHEET NUMBER
L3
SCALE OF FEET
SYMBOL
QTY
BOTANICAL NAME
PHASE 11113 ORNAMENTAL GRASSES AND SHRUBS
COMMON NAME
ROOT
SIZE
SPACING NOTES
AM
200
ARONIA MELANOCARPA WORTON'
BLACK CHOKEBERRY
#3 CONT.
2-3' HT.
48" O.C.
FULL TO GROUND
DC
1730
DESCHAMPSIA CESPITOSA
TUFTED HAIR GRASS
#3 CONT.
12-18" HT.
18" O.C.
FG
76
FOTHERGILLA'MOUNT AIRY'
DWARF FOTHERGILLA
#3 CONT.
18-24" HT.
AS SHOWN
FULL TO GROUND
IN
114
ILEX VERTICILLATA'NANA'
RED SPRITE WINTERBERRY
#3 CONT.
12-18" HT.
AS SHOWN
County of Albemarle
Conservation Plan Checklist —To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
The following items shall be shown on the Dian:
❑ Trees to be saved;
❑ Limits of clearing (outside dripline of trees to be saved);
❑ - Location and type of protective fencing;
❑. Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing
Markings:
❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
Pre -Construction Conference:
❑ Tree preservation and protection measures shall be reviewed with the contractor on site.
Equipment Operation and Storage:
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
Soil Erosion and Stormwater Detention Devices:
❑ Such devices shall not adversely affect trees to be saved.
Fires:
❑ Fires are not permitted within 100 feet of the dripline of trees to be saved.
Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
Protective Fencing:
❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
Tree Wells:
❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10, Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12, Cleanup:
❑ Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
n G vivE4!,i) tt OF tiiRG i uiq 44AIV10";A)
CONTRACT PURCHASER SIGNATURE (DATE)
PLEASE SEE PLANTING PLAN ON SHEET L3
TOTAL LANDSCAPE AREA -
AREA REQUIRED FOR TREE CANOPY (10%)
NEW TREE CANOPY AREA
AREA OF PROTECTED EXISTING CANOPY TREES
(SAME AS PHASE 1)
TOTAL CANOPY
406,414 SF
40,641 SF
7,208 SF
41,249 SF
PROJECT
UVA Tennis
CLIENT
University of Virginia
Foundation
PO Box 400218
Charlottesville, VA
434.982.4848 tel 434.982.5852 fax
www.uvafoundation.com
CONSULTANT
AECOM Technical Services
3101 Wilson Boulevard, Suite 900
Arlington, VA 22201
703.682.4900 tel
www.aecom.com
Preparer: Rachel Lloyd, RLA
REGISTRATION
48,457 SF . DATE
THE VEGETATION SHOWN ON SHEET L3 SATISFIES THE MINIMUM
LANDSCAPING AND SCREENING REQUIREMENTS OF THE ALBEMARLE
COUNTY CODE.
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO
REACH, AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF
TREES IS PROHIBITED.
ALL VEGETATION SHALL BE MAINTAINED IN A HEALTHY CONDITION BY
THE CURRANT OWNER AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
May 3, 2021
LETTER OF
REVISION
PROJECT NUMBER
60580805
TITLE
PLANTING
SCHEDULE
PHASE IIA AND IIB
SHEET NUMBER
L4
E
C
PROPOSED
CONCRETE SIDEWALK
Ill NLU GUNGNLIL
SLAB BY OTHERS ><:
SSA,...
TENNIS
SUPPORT
FACILITY
(PHASE 1)
J ] A•�
:q
TYPE HR1
LOCATED IN BOTH RAILS,
TOTAL 15 AT THIS STAIR, °
DETAILS TO FOLLOW IN
COORDINATION WITH y
HANDRAIL SPECIFICATIONS. a
PROPOSED BLEACHERS
BY OTHERS a_.
0
.♦
SSA, .�
PROPOSED TENNIS FACILITY
.. :
�°' ' ,;'..." ♦T -
•
BUILDING BY OTHERS
• �... �.
e
}
W1 ...
PROPOSED MARKING
W1
W1 •` ° •' �'e ' ♦
.:� _ i
FOR FDC ACCESS
-+. , ,
. e
W1
W1 4.
J�
W1
Am
M
TYPE W1 (TYP)
.. -! MOUNTED AT 71FT ON BUILDING ELEVATION
.•'�:.•-, ,�:•
AT DOORS — REFER TO BUILDING
♦ ELEVATIONS (TO BE DEVELOPED) FOR
1 EXACT PLACEMENT AND COORDINATE WITH
;, �I•'•'°'.
INTERIOR UGHING CONTROL SYSTEM.
"
W1
P
fY:
a W1.
PHASE 2B
•`'
PROPOSED ST S . _ _•
BY OTHERS ,, f:
ffr
ii •... �• RYA ...........................
5 mop.
:P
BY
4.:
PHASE 2A
TYPE HR1
LOCATED IN BOTH
N
°.: TYPE S5A (TYP)
MOUNTED AT 14Fr ON 141FT POLE.
CONNECT TO PATHWAY
LIGHTING CIRCUIT SERVING
THE LIGHTING SHOWN IN
PHASE 1.
A Z
Rl�
�1
'Y
TYPE HR7
LOCATED IN BOTH RAILS,
i •." : TOTAL 18 AT THIS STAIR,
DETAILS TO FOLLOW IN
COORDINATION WITH HANDRAIL
SPECIFICATIONS. CONTROL VIA
DMX BY SPORTSIGHTING
CONTROL SYSTEM.
TOTAL 12
SPECIFICATIONS. CONTROL VIA DMX
TYPE HR1
LOCATED IN BOTH RAILS, TOTAL 10
AT THIS STAIR, DETAILS TO FOLLOW
IN COORDINATION WITH HANDRAIL
SPECIFICATIONS.
r 'A
"
PROPOSED
PROPOSED BLEACHERS
BY OTHERS
TYPE HR1
LOCATED IN OUTER RAIL, TOTAL 108 AT RAMPS, DETAILS TO FOLLOW IN COORDINATION
WITH HANDRAIL SPECIFICATIONS. CONTROL VIA DMX BY SPORTSUGHTING CONTROL SYSTEM.
DRIVE AISLE LIGHTING
PERFORMED UNDER PHASE
1, NOT CHANGING DURING
PHASE 2, AND NOT SHOWN
FOR CLARITY. REFER TO
PHASE 1 DRAWINGS.
TYPE HR1
LOCATED IN BOTH RAILS,
_ .. TOTAL 15 AT THIS STAIR,
DETAILS TO FOLLOW IN
' •'. COORDINATION WITH HANDRAIL
SPECIFICATIONS. CONTROL VIA
••'e. DMX BY SPORTSUGHING
CONTROL SYSTEM.
° .._... ..... r �i f
PARKING LOT AND PATHWAY
LIGHTING PERFORMED
UNDER PHASE 1, NOT
CHANGING DURING PHASE 2,
AND NOT SHOWN FOR
CLARITY. REFER TO PHASE 1
DRAWINGS.
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suite 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
www.dewberry.com
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CONSULTANT
2RW CONSULTANTS, INC
2750 PROSPERITY
AVENUE
SUITE 200
FAIRFAX VA 22031
ph:
703.718.4355
fx:
571.212.7155
KEY PLAN
SCALE
0'
30'
60'
HORIZONTAL SCALE
1" = 30,
REVISIONS
0
5/03/21
ACID
LETTER OF REVISION 3
0
9/09/20
ACO
LETTER OF REVISION 2
0
8/17/20
ACID
LETTER OF REVISION
4/22/20
ACO
REVISION 2
2/07/20
ACID
REVISION 1
11/04/19
ACID
MINOR AMENDMENT
No.
DATE
BY
Description
1ui1:T_ITAIuuuI
APPROVED BY BMW
CHECKED BY BMW
TITLE
TENNIS CENTER
LIGHTING LAYOUT
PHASE 2A AND 213
DEI PROJECT NO: 50100451
SHEET NO.
LTA-1 01
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TENNIS PAVWON: Plan Rotated 0 Tilted 0 ■■
ILLUMINATION LEVELS AT GROUND (FQ v j
Scale: 1 inch= 20 Ft. H �Ca
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GENER4L NOTES:
1. WATTAGE AND L W_NS FROM MANUFACTURER'S ES FILES.
2. ALL SITE LIGHTING SHALL BE DIMMABALE VATH AREA CONTROLS BY TIME OF DAY AND SENSORS FOR DETECTION OF PRESENCE. DETAILS TO FOLLOW.
3. OU DING MOUNTED FVBJkE5 ARE LOCATED PEib CUPoiENT PAVILION SCHEMATIC DESIGN E L&ATgNS. R-PDAER DETAILS WILL RCLLOW,
4. ARCHITECT AND ENGINEER TO REVIEW ALL INFORMATION TO DET21MINE COMPLIANCE WITH DESIGN RED.
5. TYPE FR1 HANDRAIL LIGHTING AT STAIRS IS DIMMABLE AND 4M1 BE RUM FER COORDINATED WITH FNDRAJL SPECFrATDNS,
... •..• .....« .....
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Calculation Summary
Label
CalaType
Unita
Avg
Max
Min
AV/Ni
.MAX/Mir
CENTER COURT NORTH STAIR Top Total
Illuminance
F.
2.39
5.4
0.0
N.A.
N.A.
CENTER COURT SOUTH STAIR Top Total
Illuminance
Fe
2.09
5.4
0.0
N.A.
N.A.
EAST RAMP
Illuminance
Fc
3.96
4.1
3.9
1.02
1.05
front steps_117op
Illuminance
Fe
0.90
0.9
0.9
1.00
1.00
front .te s : - Top
Illuminance
F.
0.70
0.7
0.7
1.00
1.00
front ace . _ ' Top
131uminanca
Pc
0.50
0.5
0.5
1.00
1.00
£rent step, __--
Illuminance
Fo
1.20
1.2
1.2
1.00
2.00
" --.- _-- --_--=..._. Illuminance Fe 4.30 6.1 3.7 1.32 1.65
NOn i=A_I $:AId -c.al
Illuminance
I Fe
1 3.19
15.0
12.2
1 1.45
1 2.27
PAVILION PAVING
I11nmi....
IPc
11.72
17.2
10.0
IN.A.
I N.A.
South Bleachers
I 211umi,am..
I Fc
1 2.27
110.Z
10.0
I N.A.
I N.A.
SOUTHEAST STAIR Tao Total
I Illuminance
I Fe
1 3.02
15.2
IC.9
1 3.78
1 6.50
SOUTHWEST COURT ENTRY FROM SQUASH
11.1u.•minance
I Pc
1 1.69
1 2.9
1 0.9
14.23
1 7.25
SOUTHWEST STAIR Te Total
I Illuminance
I Fe
13.Uj
15.0
1 0.9
Ij.79
1 6.25
INBST RAMP I1111�inance IFc 3.76 4.0 3.6 r1.09 [1.11RAMP I1111�inance IFc 3.76 4.0 3.6 r1.09 [1.11
Luminaire
Schedule
S .1
oty
Label
I LLF
IDeacription
Watt.
Lumens
Filename
BOG Rating
Wl
I 1.000
MODERN FORMS: ZWS-W1917-BZ mounted at 7£t on building facade
10.9
836
•IS-141917-AL.IES.
Bl-Ul-GO
95
1 1.000
BEACON 9LI DE l8LD-24L-55-3K7-5R-UNV .... tcd on 20ft .le
55
4980
9LD-24L-55-3K7-5R-UNV.i..
63-UO-03
94
1.000
BEACON SLIDE t9LD-24L-55-3K7-4-UNV mounted on 20ft pole
55
4831
9L0-24L-55•-3K7-4-ONV.iee
El-UO--G2
CMl
I 1. 0001
Aurorali ht Wide Flood ;R8L16-NS-7-WF-30 mounted at eft on as port coluam
5.9599
435
H8L16-NS-7-WF-30.ie3
HS-Ul-GO
HRl
I 1.000
AS habet Li htin ZETA 750 4750-3-1-2-2 mounted at aft above surface in handrail
1.5
127
150-3-1-2-2.ie.
BO-UO-GO
S5a
I 1.000
BEACON SLIDE fSLD-24L-55-3K7-5R-UNV mounted on 14ft p.l.
55
4980
SLD-24L-55-3B7-5R-UNV.ie.
B3-UO-G3
men
DewberryAS °
Dewberry Engineers Inc.
4805 take Brook Drive Suite 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
www.dewberry.com
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CONSULTANT
2RW CONSULTANTS, INC
2750 PROSPERITY AVENUE
SUITE 200
FAIRFAX VA 22031
ph: 703.718.4355
fx: 571.212.7155
KEY PLAN
SCALE
REVISIONS
5/03/21
ACID
LETTER OF REVISION 3
2
9/09/20
ACID
LETTER OF REVISION 2
1
8/17/20
ACID
LETTER OF REVISION
4/22/20
ACO
REVISION 2
2/07/20
ACID
REVISION 1
11/04/19
ACID
MINOR AMENDMENT
No.
DATE
BY
Description
DRAWN BY
BMW
APPROVED BY
BMW
CHECKED BY
BMW
TITLE
TENNIS CENTER
EXTERIOR
LIGHTING
CALCULATIONS
PHASE 2A AND 2B
DEI PROJECT NO: 50100451
SHEET NO.
LTA-300