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DEPARTMENT OF ENGINEERING
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ALBEMARLE COUNTY FIRE OFFICIAL
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ALBEMARLECOUNTY SERVICE AUTHORITY 6<
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Existing storiedrive
R EXISTING MAINTENANCE
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STAGING AREA
VIRGINIA DEPARTMENT OF HEALTH
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xis-l�ng stone reapplied
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VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATIO — j -0
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General Site Plan Construction Notes 's,
fl, SUM", ALTERNATE A
c 1. Prior to commencement of any construction including connection to any existing road, a permit
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or Health Dept..
work to be priced as
NO, 0
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for said construction shall be obtained from Albemarle County, Albemarle County Service Auth
a separate cost iteirn
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seeBid Tender Fogh
specifications and standards of V.D.O.T. unless otherwise noted. \ `�
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2. All paving and drainage related materials and construction methods shall conform to current /E
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3. Erosion and siltation control measures shall be provided in accordance with the approved erosion N
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control plan and shall be installed prior to any clearing, grading or other construction. d5s,
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4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill
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2
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or cut slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved.
5. All drainage inlets shall have a 2 -inch local depression. /7
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6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion C)f the
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Albemarle County Director of Engineering, or his designee, it is deemed necessary'in order to Rus 5�o a, Existing Cottage to be
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stabilize a drainage channel. 0
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TOP uemolishecl�a'nd removed
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raffic control si s nu
Ma al for Qniforrn Traffic Control Devices,
gn� sh all con form Wi h Virginia
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latest editiom
8. Unless otherwise noted all drainage pipe shall be High Density Polypropelene. Existing S�o nebase PS
7. All
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9. All excavation for underground pipe installation must comply w ith OSHA Standards for the -Remain V S
To
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Construction industry (29 CFR Part 1926).
10. All exterior lighting shall be fully shielded. �P2�-
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E 11. Remove all trees and debris in areas of construction and grading. Remove all existiing fill and Of . . . . ..
separate organic material. Import fill material as necessary to brin building and/or 0 (6
parking 16
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REA HEMIC4`1Z�,R
4%,
subgrade elevations.
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12. Temporary cut and fill around building pad. Grade cut and fill leve
1 at subgrade to a distance ton
..........
feet around perimeter of building for construction access. Compact this area to same specifications
a a e)
New gravel
pad. Upon completion of building erection, grades may be established as shown on the
as building Start New Type A
.............
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ess watfk
Site Plan. (8') Fencing Here
21 A w)�
No. 13 F-a-i-r-wa T"', -we Existing Stone Base 5
acc
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border
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"m . . . . . ... To Remain
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- - - - - - - - - 582 ------------- 2'Contour Line Existing
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Index Contour Line Existing
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Revised Intermittent Contour U,
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HUHIL UL
required for n . . . . . . .
Fence ',High
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New Wood Fence and Force Maip--
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G New Spot Elevation e: Extent of New Paving 5
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Vlater Line (New or Existing) e��(; a wan 4 JV
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STORM DRAINAGE SCHEDULE �k
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Inv. Elev. 574.0'
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Top E16v. 576.0'
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Structure DS1
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Inv. Elev. 572.5
Top Elev. 580.0'
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Top Elev. 580.5' Inv. Elev. 5777.5' B
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Inv. Out. 572..5
Inv. In. 574.0'
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Pipe 2 to DS4 87'-24" HDP@ 32.18% Inv. In. 576.0'
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Starts Here A AR? sol��
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additional pavement and t&nt s in In, tal VID T
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Structural: Consultant
Stephen M. Applegate
Consulting Structural Engineers
Richmond, Virginia
Civil Engineer:
John W. Greene, PE
Charlottesville, Virginia
Geotechnical En ' I
gineer:
H. Gordon Larew, PE
Owner
4
7
eA-al-&ewA� 22901
9W, NW- 9�* 5661
-qk4tv SO4 91-7 05924
The undersigned, authorized by the owner, has reviewed
and approved this drawing in accordance with the
agreement between the Owner & the Architect:
Signature Date
Indoor
Tennis
Facility
Farmington Country Club
Charlottesville,'Virginia
A
104L
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Jur,s�,, ect Information
,ct lbemarle County, VA
VA
Al X MW
Magisterial District: Samuel Miller,
Albemarle County, Virginia
Tax Map: 60 E(2)-1
Parcel Number: I
Zoning: Rural Area-` RA; Site Subject To
Special Use Permits SP97-28 &, SP98-05
IMIV
Existing Use: Ground's,.Maintenance
New Use: Indoor Tennis Building in
addition to existing Maintenance.
Designated Area: 28 Acres
Building Area: 22,800 s.f. (.523 acres)
Floor Area Ratio: 0,018 (1.8%)
Pavement Area: 15,087 s.f. (.346 acres)
Impervious Area Ratio: .031 (3.1 %)
q
Occupancy: Staff 1
Tennis 12
Viewina 8
Total 21
i
Parking Required-
-3 tennis col @ 2 Sp. Ea. 6 sp
'bov'e'showers,�O�
�Is
-doub,(6 ten
restrob ms= 6bld
800sf viewi6g,space 0 -1/75 sf
RAI
area of assembly = . 11 SP
U
TOTAL 23 sp
Building Code Use Group: A-3
Type of Construction: 2C
Automatic Sprinkler Syst: Fully_ Sprinkled
Maximum Structure Height: 40'-0"
Occupant Load: 50
Floor Live Load: 10'0 PSF -
Roof Live Load: 20 PSF
Ground Snow Load (Pg) 2'50'81"
Basic Wind Speed:,70MPH -
W
Wind Load importance Factor (1): 1.0
Wind Exposure: Exposure B
Existing Landscapind' uncontrolled fill dirt
and second growth small de 'iduous trees.
New Landscaping: A "indicated on plan,
install in accordance with VESC
Handbook,
Existing Soils Type: 14D -Chester Loam
This site is located within the South Fork
Rivanna River Reservoir Watershed, butis
not shown within the ne hundred year
floodplain limits as shown on the official
flood insurance maps for Albemarle
County.
Boundary Sury y: Refer to Attachment A,
"Water Line Plat" revised February, 1983
by William S. Roudabush, Inc. Certified
Land Surveyor. Site Plan topography and
urvey data by electronic transfer from
Thomas B. Lincoln Land Surveyor, Inc,,
671 Berkmar Drive, Charlottesville, Virginia
Elevation Datum reference: CGSX345
1964 located at Railroad entrance to
Farmington Country Club El. 608.98.
BM#1 Chis �d Square at steps next to SE
K
cor. of tennis courts El. 649.13. BM#2 is
chiseled square in top of curb art SE cor.
of practice tee parking lot El. 624,09.
Contour Interval = 2'
Im
-4, N
RipRap Class 1 J
t�AtVllt Ul CLIly tUL V1 MI. I A zt!,:�n
17
USE OF THIS DRAWING
Architect shall approveOf F
As,�� 'At Outfall-Ext"n -0
any road work p z-,
-(pe �6 o�tf al si;�n
V,
rior to 1
u- bu, Min.
R
DO NOT SCALE DRAWN The Contractor shall take red
t of any�'
commencemen Ld
measurements and verify f d conditions and shall care
s'z z",% C. P... such field measurements and ccmdrt
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z- information known to the Contractor with the Contract Documents
A
# tons -1
demolition or new patching
N, b fore commencing activities; Contractor sh 11 c eful
�sg
a y lud
M h
Th
'XT -A- I each or r'sud ,,'In
Owner and shall at once repo
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information furnished by the Tt to
r -tencies or orniss Is discollneo, 11
si- th rt�jc
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a ,� rdrra act no in it
involves rzo To nc..ia,.T�.
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ContractDreco nto without such notice It 11ht411,:111h1.
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shall a y for such
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performan
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% Contract DocuTersts,is to include all items
rt�,,,8s.a.r, lo�,che ,oe,,)ontecg, o o p,,e in We,,
ON The intent of the 6
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montary,
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1 MINII&
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extent consistent with the Contract Documents and
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nfena1!.,nr,..,n th,.,m "."b%.g n asrareyrto produce ffid i=
rc:�qlr rs� Ile
in 0 rmgen
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- - - - - - - - - - - - - - -
10 9 Ak 7 1 6 1 5
'on this sheer does not authorize changes to
information shown
N
Contract Sum or Time unless stated.in a separate letter or
Change Id,r. lnlo=,io,., ab.owr,.,,saupect to Th. r irements
I "i rsnassponsi I. for
dim e nsjcrs�gh and c the si
at) if 4 'od, I on oce s, L N
coordination of his work.Mth all other Trades and �uccomracrors,
and the satisfactory pertormance of his w)rk.
9 NTYUE
CdP,YRIGkT. NOTICE
This drawing copyright @1998 by Sheeran Architects. The
Architect retains all cormmon law, =ryand other
reserved rights, in addition to the h on this
drawing. Unauthorized reproduction or use of this drawing
is prohibited. Consentfor limited reproduction or use by
41 others,shall be evidenced by signature of Sheeran
Arcnitects',pers
roduch n ronnel below. Consent for limited 0
useres rict6d,lo entity,named betow.
Signature Pate
Limited Rap roducfi,69 o,�Use Pjg�hts cra-rited to:
7 7 _J L 5f
Site and Erosion
Control Plan
61CL4 NEI UF
P
VA
Al X MW
f tl 60, ellzr6
IMIV
4.3 P
Indoor Tenn*s'
t facutty
Final Nitic Plan -a d
q
11
E kosion uontr 6d -Ptan,
i
1ij
�Is
RAI
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40 60 100
MW
Al i
W
'on this sheer does not authorize changes to
information shown
N
Contract Sum or Time unless stated.in a separate letter or
Change Id,r. lnlo=,io,., ab.owr,.,,saupect to Th. r irements
I "i rsnassponsi I. for
dim e nsjcrs�gh and c the si
at) if 4 'od, I on oce s, L N
coordination of his work.Mth all other Trades and �uccomracrors,
and the satisfactory pertormance of his w)rk.
9 NTYUE
CdP,YRIGkT. NOTICE
This drawing copyright @1998 by Sheeran Architects. The
Architect retains all cormmon law, =ryand other
reserved rights, in addition to the h on this
drawing. Unauthorized reproduction or use of this drawing
is prohibited. Consentfor limited reproduction or use by
41 others,shall be evidenced by signature of Sheeran
Arcnitects',pers
roduch n ronnel below. Consent for limited 0
useres rict6d,lo entity,named betow.
Signature Pate
Limited Rap roducfi,69 o,�Use Pjg�hts cra-rited to:
7 7 _J L 5f
Site and Erosion
Control Plan
61CL4 NEI UF
P
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