HomeMy WebLinkAboutSDP200700154 Plan - Approved 2008-05-15University of Virginia Research
ETC Building #2 -Major Site Plan Amendment
Modular Laboratory, Addition
1. Owner/Developer.
SDP 2007-00154
University of Virginia Foundation
465 Crestwood Drive THE COUNTY OF ALBEMARLE. VIRGINIA
Charlottesville, VA
Tel: 434.98244848 22903 RIVANNA MAGISTERIAL DISTRICT
Fax: 434.982.4852
2. Landscape Architects/Engineers/Pk3nners
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), November, 2007
Jim Bell (Aerial Topography), 1997
5. Parcel Information:
This is an internal 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 Nes 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-2.0 Boundary Exhibit
TMP 32-4F, n/f Richard H. DeButts
DB 532, p 66; DB 352, p 171 ( plat)
Current Use: Single Family Residential
TMP 32-41-1, n/f Richard H. DeButts
DB 532, p 66; DB 352, p 171 ( plat)
Current Use: Single Family Residential
7. Building Statistics
Proposed Use: General Laboratory Building
Existing ETC *2 Modular Lab Total
Number of Floors: 2 1
Building Square Footage: 40,000 2,028 42,028 sf
Floor Area Ratio: 0.48 (Based on lease area)
Maximum Building Height: 56.0' 25'
Number of Employees: 280 (No change with amendment)
Industrial/Commercial Use: 0 sf
Lot Coverage: ( Lease Area)
Building Footprint: 22,028 sf (19.4%)
Parking and Driveways: 70,664 sf (Lease Area) (62.4%)
Landscaped Areas: 28,404 sf (Lease Area) (25.1%)
Maximum Impervious Area: 92,692 sf (81.8%)
Lease Area: ± 2.601 Acres
8. Parking Statistics
a. Required Parking Spaces:
Commercial Office: One Space per 200 sf of Net Floor Space
Gross Combined Floor Space = 42,028 sf
Net Floor Space = 80 % NFS = 33,622 sf
Required Spaces: 168
Anticipated number of Employees: 79
b. Existing Provided Parking Spaces: Per Approved Site Plan (SDP 00-024)
On Site: Regular. 163
Handicap: 5
Sub -Total: 168
Modular Building Impact: (18)
Total: 150 ( Waiver Requested)
c. 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 + (42,028-8,000 / 20,000) = 3
Existing Loading Spaces Provided: 4
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.
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.
10. General Construction Notes: (continued)
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
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 apples 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 will primarily drain via surface flow and existing stormwater piping to an existing stormwater management
basin located south of the project area. The existing basin was designed and constructed with full build -out of the
subject sub -area of the Research Park incorporated. There in no significant change to the net impervious surface
area coverage of the site with this amendment.
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
Park
VICINITY MAP o
SITE *-I-
d
%a -P
� o i
J & t'L A R
j .
0
O
1 " = 1000'
o�
SHEET INDEX
`�
THE COX COMPANY
„Mt,�
ad .- LM= Destrwn
2V&WH49hMW
229M • t431295•7►31
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
COVER
SHEET
COVER
■
C-1.0
Cover
�
z
<
■
0
CL
CeNwrv
Microaire 1995 4.8
46,000
■
C-3.0
J
UCX
va
60,000
■
C-4.0
Utility Profiles
Q
82,577
W
wom
C-5.0
General Details
('.0)
70,583
Job Number:
■
ES -1.0
Erosion & Sediment Control Narrative & Details
51,000
60,000
07-60
QwZ
ES -2.0
Erosion & Sediment Control Plan
41,778
41,778
^^ _
r
■
L-1.0
o
�
U
COVER
■
C-1.0
Cover
Date:
SHEET
■
C-2.0
Existing Conditions Exhibit
January 22, 2008
Microaire 1995 4.8
46,000
■
C-3.0
Site Plan
Motion Control 1996 4.0
25,000
60,000
■
C-4.0
Utility Profiles
PRA 1998 6.5
82,577
82,577
IN
C-5.0
General Details
Town Center One 2000 6.6
70,583
Job Number:
■
ES -1.0
Erosion & Sediment Control Narrative & Details
51,000
60,000
07-60
■
ES -2.0
Erosion & Sediment Control Plan
41,778
41,778
^^ _
r
■
L-1.0
Landscape Plan
83,666
■
L-2.0
Landscape Details
83,666
SH OF
Date
Town Center Four 2007 3.0
70,583
'A
E3
Filled Box
Indicates Drawing Included in Set
554,833
391,918
FRANK D. co
arle County Division of Fire and Rescue
Date
Scale:
Acerage
Dev. GSF
-o LIC. N✓O..C.7 9
1 " = 1000'
�0 N
Complete
Building
Density
Date:
Year Acerage
SIGNATURE PANEL
January 22, 2008
Microaire 1995 4.8
46,000
77,000
Motion Control 1996 4.0
25,000
60,000
Revision:
PRA 1998 6.5
82,577
82,577
December 4, 2007 UVAF
Town Center One 2000 6.6
70,583
70,563
Al; Zo. Dept. of Community Development - Zoning & Current Development Date
December 17,2W7
Biotage 2002 7.1
51,000
60,000
January 22, 2008
ETC 2002 3.0
41,778
41,778
^^ _
r
3 "� • O
Town Center Two 2006 4.3
83,666
Town Center Three 2007 4.4
83,666
Albemarle co. Dept. of Community Development - Engineering Division
Date
Town Center Four 2007 3.0
70,583
Total 36.3
554,833
391,918
arle County Division of Fire and Rescue
Date
Scale:
Acerage
Dev. GSF
Density
1 " = 1000'
Capacity 307.0
3,000,000
3,000,000
Developed/Sold 6.6
Total Remaining 300.0
554,833
2,445,167
391,918
2,583,028
Albemarle County Service Authority
'
Date
Sheet No.:
14. Setbacks: Per the approved application plan for development,
setbacks are:
50' Buffer from adjacent residential parcels
Virginia Department of Transportation
Date
80' Building Setback from adjacent residential
parcels
C- 0
_rrr•
T
(7 .1
•
15. Note: Hazardous Materials: No hazardous materials, including medical wastes, shall be disposed of within the project.
��
1 of 9
N -0:
rn w
.4
v N
i
(A
\ ,rn
SSCO 15' VEPCO EASEMENT
\ N
D.B. 2182, Pg 651
(APPROX. LOCATION)
\ 'rn
1 N 25'31'30" E - 310.84'(TOTAL)O\\RF \
24" RCP SOL
IR 260.81' 5"3' IR
yov ` �\\ \
i
a
1
ETC -1 PARCEL
2.601 ACRES
I
E SURVEY 50.,
------------------ - - ---
4
-O 20' SANITARY SEWER EASEMENT_ _ O OUTSIDE OF
8 SSL SSMH LIMITS OF SURVEY
- ---------------------
- - - - - J
OUTSIDE OF GRASS
LIMITS OF SURVEY
i49.3 �PARKI G LOT
ASPHALT TC_551.9
LP
TAX MAP 32, PARCEL 4F
N/F RICHARD H. DEBUTTS
D.B. 532, Pg 66
D.B. 352, Pg 171 PLAT
EF�R�NG� ti°N�
v\RG�N\P
NP
IR\\
I i IRF `\ \
S0 '
� evFFE� \
1C SSL
o Co
0 0 C � -311-t3-3" \
Ln 0 -< 0
C �
XF
< D N
o z
m
h
3 WJ
flQk . L M
ti�. rt 565.2
566.1
OUTSIDE OF
GRASS
LIMITS OF SURVEY I
PARKING I LOT
ACCESS EASEMENT
1 WOO r
I'20' WATERLI E EASEMENT
�i55417,400
.+
rt.rrQ. r:Ms m • M
54A _Mai
WA
LEGEND: \
DIRECTION
DISTANCE
ASPH
= ASPHALT
5.46'
L2
CC =
CONCRETE CURB
L3
S 48'30'56" E
1
= CONCRETE
Z
33.34'
CG -6
= VDOT STANDARD 6" CONCRETE CURB & GUTTER
= 566.01
CSW
= CONCRETE SIDEWALK
In
= 557.5
DI =
STORM DRAINAGE INLET
Out
= 557.5
DUMP.
ENCL. = TRASH DUMPSTER ENCLOSURE
# 3
DI?
EP =
EDGE OF PAVEMENT
Top
= ?
GEN.
= EMERGENCY GENERATOR
In
= ?
GL =
GAS LINE
Out
= ?
GM
= GAS METER
# 4
DI -1?
HDPE
= HIGH DENSITY POLYETHYLENE PIPE
Top
= 550.86
HPGM
= HIGH PRESSURE GAS MAIN
In
= 548.8
LP =
LAMP POST
In
= 544.2
PE =
POLYETHYLENE PIPE
Out
= 544.1
PVC =
IR\\
I i IRF `\ \
S0 '
� evFFE� \
1C SSL
o Co
0 0 C � -311-t3-3" \
Ln 0 -< 0
C �
XF
< D N
o z
m
h
3 WJ
flQk . L M
ti�. rt 565.2
566.1
OUTSIDE OF
GRASS
LIMITS OF SURVEY I
PARKING I LOT
ACCESS EASEMENT
1 WOO r
I'20' WATERLI E EASEMENT
�i55417,400
.+
rt.rrQ. r:Ms m • M
54A _Mai
WA
LEGEND: \
DIRECTION
DISTANCE
ASPH
= ASPHALT
5.46'
L2
CC =
CONCRETE CURB
L3
S 48'30'56" E
CONC
= CONCRETE
S 69'27'30" W
33.34'
CG -6
= VDOT STANDARD 6" CONCRETE CURB & GUTTER
= 566.01
CSW
= CONCRETE SIDEWALK
In
= 557.5
DI =
STORM DRAINAGE INLET
Out
= 557.5
DUMP.
ENCL. = TRASH DUMPSTER ENCLOSURE
# 3
DI?
EP =
EDGE OF PAVEMENT
Top
= ?
GEN.
= EMERGENCY GENERATOR
In
= ?
GL =
GAS LINE
Out
= ?
GM
= GAS METER
# 4
DI -1?
HDPE
= HIGH DENSITY POLYETHYLENE PIPE
Top
= 550.86
HPGM
= HIGH PRESSURE GAS MAIN
In
= 548.8
LP =
LAMP POST
In
= 544.2
PE =
POLYETHYLENE PIPE
Out
= 544.1
PVC =
POLYVINYLCHLORIDE PIPE
# 5
DI -3C
RCP
= REINFORCED CONCRETE PIPE
Top
= 548.01
SDCO
= STORM DRAINAGE CLEANOUT
, =
STORM DRAINAGE STRUCTURE REF. NO.
SDL =
STORM DRAIN LINE
# 6
DI -3B
SSCO
= SANITARY SEWER CLEANOUT
24 =
SANITARY SEWER STRUCTURE REF. NO.
SSL =
SANITARY SEWER LINE
In
= 536.4
SSMH
= SANITARY SEWER MANHOLE
\
T =
BOARD FENCE
SVC =
SERVICE LINE
® =
CABLE TELEVISION VAULT
(T)BM
= (TEMPORARY) BENCMARK
UGE
= UNDERGROUND ELECTRIC LINE
UGFO
= UNDERGROUND FIBER OPTIC TELECOM MUNICATIQNS LINE
UGT =
UNDERGROUND TELEPHONE LINE
Q =
ELECTRICAL TRANSFORMER
UGTV
= UNDERGROUND CABLE TELEVISION LINE
WL
= WATER LINE
=
in
FIBER OPTIC TELECOMM. VAULT
WM
= WATER METER
-6 =
FIRE HYDRANT
WV
= WATER VALVE
o =
GAS METER
BHS
= BLACK HAWTHORN SHRUB(S)
• =
GAS VALVE
EWP
= EASTERN WHITE PINES)(
=
LAMP POST
NMH
= NUTMEG HICKORY
=
SIGN POST
PNH
= PIG NUT HICKORY
x =
SPOT ELEVATION
RM
= RED MAPLE
WJ
= WESTERN JUNIPER(S)
♦ =
(TEMPORARY) BENCHMARK
IR =
IRON ROD (CORNER MONUMENT OF RECORD)
ITI=
TELEPHONE VAULT
IRF =
IRON ROD FOUND (TIED THIS SURVEY)
® =
WATER METER
NAIL
= NAIL (CORNER MONUMENT OF RECORD)
D4
= WATER VALVE
5615
TAX MAP 32, PARCEL 6A
UNIVERSITY OF VIRGINIA FOUNDATION
D.B. 2712, Pg 325
D.B. 2892, Pg 322 (PLAT)
190.3j.
OPEN SPACE
14,1850 SQ. FT.
S 4' W
aw
TAX MAP 32, PARCEL 4H
N/F RICHARD H. DEBUTTS
D.B. 532, Pg 66
N 4 � 28,3' 365 D.B. 352, Pg 171 PLAT
E
�-� 03'�TOTA�
IR ----�
L``
OUTSIDE OF Mp 174 66' -
LIMITS OF SURVEY -
IR
\ GRASS
a
R569.
• 4r PNH O
569.9
ASPTIKT `\Q• , \ \ PARK
566.4
1 \ �'• \
LINE TABLE:
ii
"OPEN SPACE"
UNIVERSITY OF VIRGINIA FOUNDATION
D.B. 2226, Pg 640 PLAT
P �
I F MH
O 4 OUTSIDE OF
HOLLY O O ' 573.4+ LIMITS OF SURVEY
1 WITH DUALS ' J•
HED BEDS .S
IRF I� 73.3 573.8+ ,� W
1 PINE SCREEN
`( IRF 11 - 5r WHITE 64.$S.
*1
57
*.3
*571.1
uMITS of SURVEY
NUMBER
DIRECTION
DISTANCE
L1
S 71'03'29" E
5.46'
L2
S 48'30'56" E
32.61'
L3
S 48'30'56" E
2.67'
L4
S 69'27'30" W
33.34'
NOTES:
1.) HORIZONTAL DATUM: NAD 1983, VIRGINIA STATE PLANE, SOUTH ZONE.
2.) VERTICAL DATUM: NAVD 1988;
BM: UNIVERSITY OF VIRGINIA CONTROL MONUMENT WITH DISK EMBOSSED "UVA NF2;" ELEVATION = 543.93'
SITE TBM: NAIL BEHIND CURB, EAST SIDE OF NORTHERN REAR PARKING LOT, 8TH SPACE UP FROM THE
ENTRANCE; ELEVATION = 568.88'
3.) PROPERTY LIES WITHIN FLOOD ZONE "X;" NOT A FEMA DEFINED 100 -YEAR FLOODPLAIN.
4.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES:
FIELD SURVEY OF VISIBLE STRUCTURES, MARKED LINES AND TRENCH PATCHES,
AND UTILITY MAPS PROVIDED BY THE CITY OF CHARLOTTESVILLE.
NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED, THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
UTILITY OPERATORS:
GAS - CITY OF CHARLOTTESVILLE (CITY OR CVL)
SANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
WATER - ACSA
TELEPHONE - EMBARQ (EMB) AND/OR NTELOS (NTL)
TELEVISION - COMCAST (CMC)
ELECTRIC - DOMINION VIRGINIA (DOM)
MISS UTILITY CONTACT INFORMATION:
1-800-552-7001
TICKET # B728300614
5.) SURVEY PREPARED FOR: UNIVERSITY OF VIRGINIA FOUNDATION
--15' VEPCO EASEMENT
D.B. 2006, Pg 25
(APPROX. LOCATION)
"PRA PARCEL"
UNIVERSITY OF VIRGINIA FOUNDATION
D.B. 2226, Pg 640 PLAT
IRF
\ �A
IRF
Strc/Inv Dsc/Elv Sz/From-To
# 1
DI -3B
L =
6'
Top
= 566.66
2of9
Out
= 558.3
# 2
DI -3B
L =
6'
Top
= 566.01
In
= 557.5
Out
= 557.5
# 3
DI?
YARD
GRATE?
Top
= ?
(NOT
FOUND)
In
= ?
Out
= ?
# 4
DI -1?
YARD
GRATE
Top
= 550.86
In
= 548.8
4"
In
= 544.2
15"
Out
= 544.1
24"
# 5
DI -3C
L =
4'
Top
= 548.01
Out
= 539.2
# 6
DI -3B
L =
7
Top
= 544.94
In
= 536.4
Out
= ?
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
227 Cost High Street
ChalotteswWe • V#Poia
22902 -(434) 295.7131
Owner / Developer:
UVA Foundation
Post Office Box 400218
�
Charlottesville, Virginia
22904
EXISTING
CONDITIONSi
Q
Z
Strc/InvDsc/Elv Sz/From To \_
# 1 MANHOLE /
Top = 550.02 J
In = 540.1 ETC -1 W
In = 540.4 WEST 02
Out = 540.0
# 2 MANHOLE
Top = 541.59 � W
In = 526.7 #1m
In = 527.2 WEST w J
Out = 526.6 � � Q
W LL
�v0
H
Z
0
0
ZD U
TOPOGRAPHIC SURVEY:
EMERGING TECHNOLOGIES CENTER #1
ROUTE OF PROPOSED MODULAR LAB SANITARY SEWER LINE
UVA NORTH FORK RESEARCH PARK
ALBEMARLE COUNTY, VIRGINIA
!)B:VGHJffrS;;P-'
NOVEMBER 26, 2007
30 0 30 60 90 FEET
t4G.v. SCALE: 1 " = 30'
NO. CONTOUR INTERVAL = 1'
11 j2
KIRK HUGHES & ASSOCIATES
4�D svR�$�o LAND SURVEYORS & PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
(434) 296-6942
FILE: 2003-037 • DRWG: 03037-02.DWG
EXISTING
CONDITION
Job Number:
07-60
Date:
November 27, 2007
Revision:
Scale:
1"=30'
Sheet No.:
C-2,60
2of9
,
,
,
,
SSCO 15' VEPCO EASEMENT \ °�
\ N
D.B. 2182, Pg 651 \\ \ C
(APPROX. LOCATION) \ \\ J
\ \ { rrn
— — — N 25'31'30" E – 310.84' (TOTAL) 24" �P 0\ \RF \
IR 260.81' Q`Y t \ 50x03' IR
TAX MAP 32, PARCEL 4F
N/ F RICHARD H. DEBUTTS
D.B. 532, Pg 66
D.B. 352, Pg 171 PLAT
EF�R�NG� tiON�
C110
a�.
Np,O
/ Z
NIw \ IR\\
w
00
I 1 \
r ; IRF \ \ \
I \
_ SSCO _ �, I \�� �F\\"ON
\ \
N
ETC—1 PARCEL s Pvc
a) CAI 2.601 ACRES / CD
.I Q C
3-3"
(j) - (.!) :U , 3" WJik EWP
55x.9 5� z
U OUTSIDE OF Fri C 'Sp Ti \' `QRASS
t 1 LIMITS OF SURVEY r � � i j� x 565.2 �} r
GRASS ! SS 1: EX. MH
Z \\ /BLACK HAWTHOh(' \
`
— - — — ; — — TOP: 550.02' 566.1
r2)> 20' SANITARY SEWER EASEMENT _ EX. INV IN (ETC -1): 540.10 ` M OUTSIDE OF GRASS \ 2 ENCL BEt�
- $ —SSL - SSMH N.
EX INV (
IN WEST)' 540 40 / LIMITS OF SURVEY_._
SMH-.—— —....._.__---._._—_..____.————--— __.-_.._
--
CORE & BOOT
FOR NEW 8" D.I.P.
OUTSIDE OF GRASS
LIMITS OF SURVEY
I
INV IN (6") : 540.40
s" IPNH i ' I EX. INV OUT: 540.00
549.3 H PAR�{I�IG LOT
t ASP*T �1 tC TC=551.9
t I�
PARKING LOT
TAX MAP 32, PARCEL 4H
N/F RICHARD H. DEBUTTS
D.B. 532, Pg 66
N 4128, D.B. 352, Pg 171 PLAT
� 31 ��
E 365, p3,
-�� (TOTA�
OPEN SPACE IR --� )
OUTSIDE OF 6+ (! 6
8^3N LIMITS OF SURVEY
� y
�` \ 4 NH 2.,69 P` IR
I` \ ~�
GRASS _ 4'~)H
5611.4
A C�
O
\ \ 1' ,.._ LP�i 569 TI.4/ i A
%T.6
.\
ASPHALT r' PARKING LOT\
566.4 26
X2%2 - 1/�' BENDf� \ 0\, \
t� "OPEN SPACE"
22'3' UNIVERSITY OF VIRGINIA FOUNDATION
D.B. 2226, Pg 640 PLAT
i�
o- I ! ,
ti I LP % PNHi€ y �'OUTSIDE OF BUFFER
GRASS
ACCESS EASEMENT } \�� i i 20' EASEMENT s , caAs-o p`'PN \ �,
SDC
I o GM FIRE F- —S. H �� \ `I /� 'rF �NMH 9
�° — 20 WATERLI E EASEMENT 1- vAULT' ij'�SUPPRESSION I -...y I v 74 - s
C14 I VAULT FH a 4t RM f =;4;a` .._,'��' �-- - SS 5: CLEAN -0 T `9' 6s-
�� _ — — 6" RM ,` I I - 55 ,14s / I. _ 5" ` 1 �C3i
— — — — — — I . o / GRAss WV -_ • '' " LLY GROVE: �' 573_a,� INV OUT: &.N -O �s
34b $ f�tE 45 5 4 L — — _ — -_ — — _ — — ` '� Lm ; 1 ✓ DAHOO C14 9Q
1 `` ', t � f IT i'INDiVIDU � i � ` F
1 5 _ T. --- ' I -1-- ------ L- _--a -----1- -1 $ �NL-t - --� \ 56 \1 1 f % � ' $
O / $ D►fi-IML '_ _ T- - -WL- - +- - - 3, -,- - - 1 i S i ` MU HED BE , 4 j .
"" ` - cL ( t } 73.3 573.8 ?
SNAIL — — ASPHALT D .DRN� -- — 4 145T_ — — ASPHALT I ! a L PINE SCREEN 8
' ' p . IR `i ( 11 5- WHITE PINEBAC FLOW 6Cb
12.00 573.3
S 6
4, 5
IL
`
~ r/' r �- GRASS I r
.__-�'-"=_ r-----------r-�--- �---=-- - -- �_--�/G--- -r-�-�- f-='-->-�f-/--�-,-- -1---- t- 572.6��,I '��' `
EPCO EASEMENT E.HuGTc
ss/�� "ss �r� ss ,RACT� ss ss ss S& ss SS r 4s,"ts , ss I } I j D.B. 20J6, Pg 25
376 - 8 CL. 52 D.I.P.'~% 4
`
i�---/� !' -_--' -�%'----------
----_--'-f� `�"^rJ----------
r
'
(APPROX, LO
CAT
ION)
571.1 �
SS 4:MHSS 3: MH TOP: 572."PRAPARCEL"TOP: 548.50 x72.3
I INV IN: 543.40 lye "WATER INV IN .560.20 ^/ UNIVERSIT`! OF VIRGINIA FOUNDATION
INV OUT: 543.20 i - -- METER 8� VAULT INV ,
" , -. ��65 OUT: 560.00 D.B. 2226 Pg 640 PLAT
'EASEMENT BEGIN WL SERVICE
1%2' TAP TEE & VALVE ;
TAX MAP 32, PARCEL 6A LINE TABLE,
UNIVERSITY OF VIRGINIA FOUNDATION
NUMBER DIRECTION DISTANCE
D.B. 2712, Pg 325
D.B. 2892, Pg 322 (PLAT)
IRF
The proposed water service line shall maintain a minimum of 3' cover.
The General Contractor shall be responsible for coordination of site utility
installation interface with the modular structure.
The Contractor shall follow manufacturer's recommendations and
specifications for the modular structure finish floor elevation and
foundation design.
Contractor shall erect stairs, ramps and egress points to the modular
facility in accord with local, state and federal code requirements.
Contractor shall coordinate the locations for (4) bollards within the
existing parking area containing the modular structure upon completion
of the Work with the University of Virginia Foundation.
Contractor shall be responsible for notifying tenants of the existing
facilities in advance of Work that may affect the operation of the
activities within the lease parcels.
AM V T
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
ChartoHesv Ne • Vrrg iia
22902 • (434) 295.7131
(honer / Develover:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
SITE
PLAN
sz
Q
1-1 S 71`03'29"
E
5.46'
L2 S 48'30'56"
E
32.61'
L3 S 48"30'56"
E
2.67'
l_4 S 69°27'30"
W
33.34'
IRF
The proposed water service line shall maintain a minimum of 3' cover.
The General Contractor shall be responsible for coordination of site utility
installation interface with the modular structure.
The Contractor shall follow manufacturer's recommendations and
specifications for the modular structure finish floor elevation and
foundation design.
Contractor shall erect stairs, ramps and egress points to the modular
facility in accord with local, state and federal code requirements.
Contractor shall coordinate the locations for (4) bollards within the
existing parking area containing the modular structure upon completion
of the Work with the University of Virginia Foundation.
Contractor shall be responsible for notifying tenants of the existing
facilities in advance of Work that may affect the operation of the
activities within the lease parcels.
AM V T
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
ChartoHesv Ne • Vrrg iia
22902 • (434) 295.7131
(honer / Develover:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
SITE
PLAN
sz
Q
Ce
Z
JQ
2
UaQ
L
J
Q�W
om
w
�LL
�w0
Q
�
z
>
Z)
0
ZD
Date:
April 24, 2008
Revision:
December 17, 2007
January 22, 2008
April 2, 2008
April 24, 2008
Scale: AI
1"=30' 1�
Sheet No.:
Q
C-3*0 •J
?:_�_ 3 of 9
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Lkban Designers
220 Fast High Street
Chanbltes4le • VKgyva
22902 • (434) 295.7131
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
Sanitary Sewer Profile Waterline Profile
UTILITY
PROFILE
Q
�/ Z_
W) LIE
Q
J
>� J
U
�Ce
1 Q
•.J
< -�o W
w co
0
Q
Uj I.L
Ivo
N- LLj& if <Z
0
U
Wif Uj '2 UZ7b
0.
Ui
UTILITY
PROFILE
Job Number:
07-60
SH OF Vi
U FRANK D. C JR. D
LIC. NO. 9
F
SSiONAL
Q CL
Date:
Ll LO LO Ln April 24, 2008
Revision:
December 17, 2007
January22, 2008
Length (ft) Aril 2, 2008
April 24, 2008
Notes:
*Ex. 1" Gasline Location taken from
Charlottesville Gas GIS Data. Field located
verification was not provided by Miss Utility. Scale: vert.: 1 " - 5'
The water pressure at the proposed meter may
be in excess of 80 psi. A pressure reducing valve Sheet No.:
shall be required.
C-400
4of9
580 580
8
575 � m 575
II w � � o EXISTING GRADE m �
v.E �� II �+
_ ^ ) _ N
570 �_ � 570
� pp pp pp
� C� cV C � cV CIO) (V
� �L�S. II .� II � II � II /
565 a ° o ° ^? ° � ° 565
EXISTING GRADE /r 1 °�g'QJG � �y��G�
560 � 560
.- 8
/" II II R1°0�'
555 G°p 555
L
550 � H � , ►� W 550
I lr
545 $ � 545
ac >;
I)
n o� P�Pe 5 - � O
540 II II 540
O N �
535 � b�/ 535
O\Q� --- a J H N
530 530
o o y v o
J U J � m m
525 � o •'� a � � 525
U > O
a p O�
U = = 3
520 H 520
g O�
A � A O .•.. O� O A N N
515 � � � v ,� � � � U')
�
�
�
�
�
�
515
9+00 10+00 11+00 12+00 1 +00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
cD r
\as
I'7 u
N
OD
N ~OD
O! = A N W tY 0 .., u
W N
W N \_ (Y Q
O
W
W W ❑ J '"' ' U Y A
0
JA V= Na
E N cu .,
w „o
(V
ao >
v \
S
A� W rar E <—
My
Q (U Nu Nu�
Nu £W l7
EZ
,"r 3 � X 0
A a
_� %o ra
Q E /�, \ z O
`tel
P v
AroOD 1E
^
£ • J N £
U u n OD
0CU \�
►, _
v U u •
cu E
^
� (n cu E ODIE
^Z0 ..OD �u
004 ,,M
O O
O
..
ACU
^ H
L Co CU
0 ID N CU
Ncu
00N
N 0
O LL
w3
O O
TYPICAL MANHOLE FRAME & COVER-
N.T.S
FIG S -1-D
ASPHALT 1.5 TIMES
EXISTING PAVEMENT
MIN. 2" WEAR COURSE
AND 4" BINDER COURSE
TACK AND SE147 TACK AND SEAL
EXISTING PAVEMENT
•: srot. .
..............
.................
6» 6"
COMPACTED'
VDOT21A.
.................
... _ PIPE BEDDING AS REQUIRED
�Nr i •.. .� :n .
••..Y .mss":-.•v� C w .e+•.�b = ti
NOTES:
1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL
2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE
COMPACTED BACKFILL AS REQUIRED TO INSTALL NEW
BITUMINOUS ASPHALT. RE—COMPACT SURFACE OF BACKFILL
PRIOR TO INSTALLATION OF PATCH.
PERMANENT PAVEMENT REPAIR
NOT TO SCALE
w
J
z
,
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
c 4
-i`, \ /�
14 AI 0
BRANCH
12" 1 r -F—
f i v
2"
FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
F- BE CORED AND A FLEXIBLE
Uj CONNECTION " BOOT "
o INSTALLED
Ir
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
N TS
FIG. S -1–B
TD -23
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
8 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD– 2
FRAME & COVER
(SEE FIG. S-1-D,E)
STREET SURFACE OR
NON–PAVED AREA
SLOPED AREA --'#'
–0" MAX
2'-0"
"WEDG-LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE 3'-0" MIN
PRECAST REINFORCED °
CONCRETE SECTIONS 12'" MIN
"0" RING SEALS s 16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5" 4' -0 -
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE VARIES
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING a `
SEWER. 4 A."
A FILLETED INVERT OR A SMOOTH ° ° s 12
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED. MIN, 6" BEDDING
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON–EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
WATER
2500 P. S.I.
CONCRETE
THRUST BLOCK
SHOWING BRANCH TIE-IN
N.T.S
FIG. S -1–A
TD -21
PLACE 5' GALVANIZED " WITNESS POST WITH
= CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
v
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W– 5
8"MIN
EMBEDMENT
SPRING LINE
OF PIPE
NO. 68 STONE
36"MIS
124
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 6" IN ANY
DIMENSION
—INTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
—HAUNCHING
—BEDDING 6" max
4" min
—FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
'NALL PIPE)
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT–OF–WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
NOTES:
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -28
44" MIN.
�-• 60"
F 36"
d 14 ^ d A
4
�-- -17.5*�
BYPASS
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR–IN–PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2 METER)
NTS
FIG. W -7B
TD -12
THE COX COMPANY
Planners • Landscape ArcNilects
CM ftheers • Urban DesiprM
?p£aStHA�h &t"(
charbftswrs • Minirla
229M • t4341 295- 7131
Owner / Developer:
4MI
INITIAL BACKFILL
24JMI
UNSTABLE
8" 8"
8" 8"
SOIL\
i MIN.
Q
MIN MIN. #68 STONE
U
RANULAR FILL AS
1
_
UJIJ
= APPROVED BY ACSA
J
I
�CK�
STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD– 2
FRAME & COVER
(SEE FIG. S-1-D,E)
STREET SURFACE OR
NON–PAVED AREA
SLOPED AREA --'#'
–0" MAX
2'-0"
"WEDG-LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE 3'-0" MIN
PRECAST REINFORCED °
CONCRETE SECTIONS 12'" MIN
"0" RING SEALS s 16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5" 4' -0 -
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE VARIES
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING a `
SEWER. 4 A."
A FILLETED INVERT OR A SMOOTH ° ° s 12
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED. MIN, 6" BEDDING
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON–EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
WATER
2500 P. S.I.
CONCRETE
THRUST BLOCK
SHOWING BRANCH TIE-IN
N.T.S
FIG. S -1–A
TD -21
PLACE 5' GALVANIZED " WITNESS POST WITH
= CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
v
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W– 5
8"MIN
EMBEDMENT
SPRING LINE
OF PIPE
NO. 68 STONE
36"MIS
124
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 6" IN ANY
DIMENSION
—INTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
—HAUNCHING
—BEDDING 6" max
4" min
—FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
'NALL PIPE)
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT–OF–WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
NOTES:
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -28
44" MIN.
�-• 60"
F 36"
d 14 ^ d A
4
�-- -17.5*�
BYPASS
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR–IN–PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2 METER)
NTS
FIG. W -7B
TD -12
THE COX COMPANY
Planners • Landscape ArcNilects
CM ftheers • Urban DesiprM
?p£aStHA�h &t"(
charbftswrs • Minirla
229M • t4341 295- 7131
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
GENERAL
DETAILS
Q
Z
Q
1
UJIJ
�
Ua�
J
<
W
W
co
(/) ::�
Q
w
Ivo
U_
Z
O
U
GENERAL
DETAILS
Job Number:
07-60
�P�j H OF
Vi
4
U FRANK D. COX,
X
10 LIC. NO. 7719
�O
�SS"ONAL
Date:
December 4, 2007
Revision:
Scale:
As Noted
Sheet No.:
G5.0
of 9
EROSION AND SEDIMENT CONTROL NARRATIVE
WA Research Park: ETC BuNdIng ifr2 - Temporary Modular Laboratory
Mayor Sift Plan Amendment
Erosion and Sediment Conthol Plan
The County of Albemarle, Vbgfnia
PROJECT DESCRIPTION
The scope of this Ed S narrative and plan is for the purpose of extending underground nd utilities to the exa tog rear
parking lot in preparation for the construction of a temporary Modular buildrg that will be situated primarily widrin
the asphalt pw*M area.
A total of approximately 0.1 acres will be dsturbed during construction.
EWSTINO SITE CONDITIONS
The topographic and built improvements existing on the subject property are depicted on the accornpanying EdS
plan, utility plan d profiles, and the general notes an rire cover sheet.
ADJACENT AREAS
The mayodl y of the lease parcel for the ETC building is a4acent to areas witlrn the WA Research Park. These
include areas that have been developed and arose that are planned for future development A small portion of
the notheastem property boundary is ac>facent to two residential single family Ibis. There is a planted buftr of
fifty Beet separating the development from these residential lots. The project is in rire Rivoerrra lover woetershed
OFF-SITE ALAS
All land disturbing activities shall occur on-site and within the limits of project shown on the plans. At this point,
no off -site borrow, waste or grading activity will occur
SOILS
This site is located in a geologic area rieferned to as the Piedriont Physiographic Province. The soils in this
geologic area are weathered from the underlying metamorphic bedrock. The naturally occurring soils at this site
were found to be moderately to highly plastic silts woothered from the Catoctin formation wi►icfi consists of basic
lava flows, schist, and gneiss composed of dmforits, plagioclase, amphiobole, and epkWe. The soils observed
here appear to be weathered from metamorphosed sedimentary softs such as phyWe and schist
The map units on the detailed soil map depicted on the Erosion and Sediment Conird Plan, represent the soils in
the survey area. The map unit descriptions, along with the soil maps, can be used to determine to suilebiiify
and potential of a soil for specific uses, and, precautionary erosion and sedimentation conhof measures which
must be adhered to. They also can be used to pian for the management needed for those uses. The proNe of
the soil dassilicadons floNows.
Chester Loam (140): This deep, moderately steep sloping (15-25 %), well -drained soil is on narrow, convex side
slopes. Typically, the surface layer is dark brown loam about seven (7) inches thick The subsoil is mostly strong
brown loam and yellowish red loam and day loam about thirty -bur (34) inches Mick. The subatrdun is mostly
multicolored yellowish red, strong brown, white, and yellowish brow bam and sandy baro. Permosbilky and
available water capacity are moderate. Stunk -swell potential is low. Runoff is rapid( and the hazard of erosion is
severe. Bedrock is generally at a depth of fire (5) fleet or more.
Chester Loam (14E) This deep, steep sloping (25-45 %), well -drained soil is on convex side slopes. Typically
the surface layer is dark brown loam about seven (7) inches Mick. The subsoil is mostly strong browwrn loam and
yellowish red lain and day loam about thirty -lour (34) inches ftdc The subs6atum is mostly muuNico wed
yellowish red, strong brown, white, and yellowish brown loan and sandy loam. PemneabiNy and awe■iisble water
capacity are moderate. Shrink -swell potential is low. Runof►is rapid, andthe hazard of erosion is very severe.
Bedrock is generally at a depth of five (5) feet or more.
HaIFI v"—e Loam (368): This deep, gently sloping (2-7 %), well -drained soil is on broad, convex ride top.
Typically, the surface layer is brown and strong brown tem about seven (7) inches Mick. The suabsoN a red day
and rod day loam about fifty-one (51) inches thick. The substratum is mostly mu lrolored sandy day tem
derived from strongly weathered granite gneiss. Pennsabi<ity and available water capacity are moderatie.
Shrink -swell potential is low. Runoff is moderate, and the hazard of erosion is moderate. Bedrock is generally at
a depth of live (5) fleet or more.
oilay—WNe Loam (36C): This deep, strongly sloping (7-15 %), well -drained soil is on narrow, convex ride tops
and on side slopes. Typically, the surface layer is brown and strog brown ban about seven (7) manes ftdc
The subsoil is rod day and red day loam about filly -one (51) inches thick The subskWum is mostlymubcofored
sandy day loam. Permeability and available water capacity are moderate. Shrink-sw eli potential is low. Runoff
is rapid, aril the hazard of erosion is severe. Bedrock is gena ify at a depth of five (5) feet or more.
Flaysay0s, Clay Loam (3703): This deep, moderately steep sloping (15-25 %), wwreil-crairied soli is on side
slopes that border small drainage ways. Typically, the surface layer is yellowish red loin about bur (4) #rhos
thick. The subsoil is red day and red day nam about brty-seven (47) inches ri is k The substratum is mostly
multicolored sandy day loam derived from weathered granite gnsiss. Per n iabilly and available wafer clPeaty
aremoderate. Shrink-swellpotertal is low. Runoff is rood, and rire hazard of erorsion is severe. Bedrock is
generally at a depth of five (5) Asst or more.
CRITICAL AREAS
There are no critical areas on the site.
EROSION AND SEDNMENT CONTROL MEASt/i>,ES
The contractor shall provide, construct and maintain erosion and sediment coned measures on rire site, in
accordance with the Virginia Department of Tratnsportabon and rire Courhty of ANnemafe erosion and sediment
control measures (refer to the Erosion and Sediment Control Plan sheet). AN vegetative and strudural erosion
and sediment control practices shall be constructed and maintained aoeordng to minimum starxAerrk and
specifications of the Virginia Erosion and Sedment Control Hancbook
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days ager linnet
grade is reached on any portion of the site. Temporary sal stabilization shaN be applied within seven (7) deys to
denuded areas that may not be at final grade but will remain dormant (undshmW icor longer ricin 30 days.
Permanent stabilization shall be applied to areas that are to be tell` dormant for more than one year.
Sal stabilization refers to measures that protect sal from the erosive fomes of ra*x1rop impel and Flotft wafer.
Applicable practices include vegetative establishment, mulching and the early application of gravel base on
areas to be stone. Sal stabilization measures should be selected to be appropriate for the time of the year, site
conditions, and estimated duration of use.
Temporary sediment filters and traps, perimeter dikes, sediment barters and other measures in*xbd to retain
sediment shell be constructed as a first step in any land-d1sturbing activity and be made Ainctionel before up
slope land disturbance takes place.
Stabilization measures shall be applied to ealhen s&uctures such as dams, dices and diversions immedately
alter installation.
The following structural practices will be implemented according to Ura requirements set forth by Ura Vw9m
Erosion and Sediment Caned
:h . Safety Fence (3.01)
A protective barrier consisting of polyethylene web secured to a conventional metal post driven into the ground a
minimum of 18 inches. Posts should be spaced at 6 -foot centers. Used to prevent undesirable use of an erosion
control measure by the public. To prevent access to an erosion control measure.
Specific AAe icationn : Safety fence will be used at areas where employees and patrons of the Emergini ng
Techrology Center and the Research Park may cone into contact with the planned wok
PL Paved Wash Rads Construction Entrance (3.02)
A seventy (70) foot paved section shall be retrofitted at the pant of vehicular ingress and egress on the
construction site. This existing paved area shall be used for washing sediment from vehicles exiting the site.
Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of
each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only alter sediment is removed in this manner. This
provision shall apply to individual subdivision lots as well as larger land dshabing activities.
Speci2c Application: A construction entrance shall be positioned in the exh tog asphalt parking ansa.
Sift Fence (3.05)
A temporary sediment barrier consisting of synthetic finer fabric stretched across and attached to supporting
posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity of sheet flows.
Spedffrc Application : Silt fence shall be used as necessary or as directed by the Erosion Control inspector.
dam. Inlet Protection (3.07)
A temporary sediment filter around a storm inlet or curb inlet, in order to prevent sediment from entering storm
drainage systems prior to permanent stabilization of the disturbed area.
Spoc ffc AgpVca#kn : Inlet protection will be used around all storm drainage mets and curb inlets.
eZ Permanent Seeding (3.32)
Establishment of perennial vegetative cover by planting seed on roughipaded areas that will not be brought to
final grade for a year or more or where permanent, long-lived vegetative cover is needed on tineVerded areas.
Specift Application : Permanent seeding will be applied to aN portions of disturbed area.
D. Mulching (3.35)
The application of plant residues to the soil surface will prevent erosion by protecting the soil surface from
raindrop impact and reducing the velocity of overland flow. Mulch wIN foster the growth of vegetation by
increasing available moisture and providing insulation against extreme heat and cold.
Specific Alipkcafion : Bark chips or shredded bark applied in conjunction with ornamentals for kvxkcq*V
purposes.
PERMANENT STAif ILIZATION
All areas diaturbed by construction wNl be stabilized with permanent seeding immedalbly bMowing finish grading.
All seeds wlN be approved by the "Virginia Crop Improvement Association," Blacksburg Virginia. Seeding w N be
done wNlh the kfto rig:
Two (2) parts Kentucky Bluegrass (Pon praterms), by wiepV, minimum 96 %purity and 90 % germination,
maximum I% weed seed.
Three (3) pats perennial Ryegrass (Labium perere) by weQN, minimum 85 % purity and 90 % germination;
maximum I% weed seed.
Fifteen (15) parts Falcon Fescue, minimum 96 % purity and 90% germination; maximum 1 % wood seed
Permanently seeded areas shall be protected during establishment.
Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant Nle, and dry. Hey
or chopped cornstalks will not be permitted.
Mulch and/or time shall be applied at a rate of two (2) tons per acre.
Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; moommanded for groes, with one
hundred (100) percent of the elements derived from organic sources of the following properties:
a) Nitrogen 12.0%
b) Phosphoric Add 8.0%
c) Soluble Plash 8.0%
Nth at least Mty (50) percent of the nitrogen from a non -water soled* organic source.
The following measures shall be incorporated during fertilization:
Apply fertilizer at a raft of 10001bsAicre.
Apply after smooth walking of topsoil.
Do not apply fertilizer at same time or with same machine as *ctrl be used to apply seed
TN lerfter into upper two (2) indres of topeal.
Lightly water cry lopsod to depth of six (6) inches at least forty-olght (48) hours prior to seeding to obtain a loose
friable send bed and to aid in the dssrpation of MrSker.
The following rates and practices will be adhered to for all seeding that occurs on -eke:
Apply seed a rete of 64bs.11000 sq. ft. evenly at right angles with a spreader or seeding machine. Rake in lightly,
covering seed to depth of V8 inch.
Do not seed area in excess of that which can be mulched on same day.
Do not sow immediately following rain, when ground is too cry, or tiring windy periods.
Roll seeded area with roller not exceeding 112 Abs.
Immediately following seeding and compacting apply mulch to a Urdahess of one (1) cinch. Maintain dw of
shrubs and bees.
Apply water with a fine spray immediately ager each area has been mulched Saturate to six (6) inches of sal.
MAINTENANCE
All erosion and sediment control measures must be maintained and repaired immediately to inecxe continued
performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third
Edition 1992. In general, all erosion and sediment control measures will be checked weekly and star each
runoff -producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good
stand is maintained. Areas will be fertilized, reseeded and resodded as needed.
DISPOSITION OF TEMPORARY MEASURES
All temporary erosion and sediment control measures, including the temporary sediment basins, shall be
removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer
needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed
soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further
erosion and sedimentation.
STORMWATER MANAGEMENT
The site will primarily drain via surface flow and existing stortriwater piping to an existing stormwater
management basin located south of the project area. The existing basin was designed and constructed with full
build -out of the subject sub -area of the Research Park incorporated. There in no significant change to the net
impervious surface area coverage of the site with this amendment.
The site does not He within a reservoir watershed. The storrnwater from the site flows northeastward to the North
Fork of the Rivanns River.
EROSION AND SEDIMENT CONTROL NOTES
UVA Research Park: ETC Building 02 - Temporary Modular Laboratory
Major Site Plan Amendment: Erosion S Sediment Control Plan
The County of Albemarle, Virginia
E34 The Albemarle County Department of Community Development must be notified one
week prior to the pre -construction conference, one week prior to the commencement
of land disturbing activity, and one week prior to the final inspection.
ES -2 All erosion and sediment control measures will be constructed and maintained according
to minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
ES -1 All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
ES -4 4. A copy of the approved erosion and sediment control plan shall be maintained on the
site at all times.
ES -5 Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off-site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
ES -6 The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
ES -7 AN disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
ES -8 During dewatering operations, water will be pumped into an approved filtering device.
ES -0 The contractor shall inspect all erosion control measures periodically and after each runoff
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
ES -10 All fill material to be taken from an approved, designated borrow area.
E341 AN waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
E342 Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
E343 AN inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
E344 Borrow, fill or waste activity involving industrial type power equipment shall be lirmled to
the hours of 7:00am to 9:00pm.
E345 Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land
and improvements, and damage to any public street because o slides, sinking, or collapse.
E346 The developer shall reserve the right to install, maintain, remove or convert to
permanent stommwater management facilities where applicable all erosion control
measures required by this plan regardless of the sale of any lot, unit, building or other
portion of the property.
E348 Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at
75 NWacre, and in the months of September to February to consist a 50/50 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
Alematives are subject to approved by the County erosion control inspector.
ES -16 Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90Nos/1000sf, incorporated into the top 4-6
inches of soil. Fertilizer shall be applied at I0001u/acre and consist of a 10-20-10 nutrient
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95 % Kentucky 31
or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control
inspector.
ES49 Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Slit fence and diversion
dykes which are collecting sediment to half their height must be cleaned and repaired
immediately.
ES -20 AN temporary erosion and sediment control measures are to be removed within 30 days
of final site stabilization, when measures are no longer needed, subject to approval by
the County erosion control inspector.
gCE PAVED CONSTRUCTION ENTRANCE
EX. CURB INLET
1
70' MIN.
ASPHALT PAVED
WASHRACK
PLAN VIEW
EXISTING
PAVEMENT
NOTE. • A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A M/NIMUM
WASH HOSE DIAMETER OF 1.5"
P BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
CURB INLET
C)
RUNOFF
WATER WITH OVERFLOW
SEDIMENT
StU1MhN I CURB INLET
WIRE SCREEN 2"X 4" WOOD STUD
FILTERED WATER
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
DSILT FENCE
EXTEND FILTER FABRIC
INTO TRENCH
STAKE
4"
BACKFILL AND COMPACT
THE EXCAVATED SOIL.
A
POINTS A SHOULD BE HIGHER THAN POINT B.
GENERAL NOTES - SILT FENCE
1) The height of a silt fence will be a minimum of 16 inches and a maximum of 34 inches
above ground elevation.
2) Extra strength filter fabric shall be a continuous roll. When joints are unavoidable, a
splice may be made at a support post with a 6" overlap.
3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side
of the proposed location.
4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no
more than 6 feet apart where wire is not used. When placing silt fence across a ditch or
swale, the posts are to be set at a maximum 3' interval.
5) The trench shall be backfilled and the soil compacted over the filter fabric.
6) Silt fences shall be removed when the upslope area has been permanently stablized.
SAF PLASTIC SAFETY FENCE
POLYETHYLENE FABRIC
(ATTACH TO POSTS WITH METAL
WIRES)
5'-0" MIN
18" MIN
W at V
THE COX COMPANY
pkn- rs - Landscape Mct l t$
CM Engineers - W)w Designers
WOW
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
ESS
NARRATIVE
& DETAILS
�Iz
Q
�
Z
CLO
2
U
L
aQ
J
Q7C)W
UJ
om
�
w�
0
Cie
QwZ
D
M
U
E&S
NARRATIVE
& DETAILS
Job Number:
07-60
�H OF
FRANK D. 1
LIC. N0.
ON
Date:
February 27, 2008
Revision:
December 4, 2007
February 27, 2008
Scale:
As Noted
Sheet No.:ES- 1,00
(�
k
6of9
,
,
,
LO
SSCQ 15' VEPCO EASEMENT
\ N
D.B. 2182, Pg 651 \\ \ w
(APPROX. LOCATION)
\ f rrI
l — — — N 25'31'30" E - 310.84'(TOTAL) 24" P i 04 \\RF \
IR 260.81' �o �\ 5"3' IR
TAX MAP 32, PARCEL 4F
N/F RICHARD H. DEBUTTS
D.B. 532, Pg 66
D.B. 352, Pg 171 PLAT
J\RG�N�P
Np,O
4 z
I ni F' w \ IR\
oo
IRF \ \ \
k0 4s-
0 , \ \
N ETC -1 PARCEL ssco 6"? PVC SSL
0) j � 2.601 ACRES / o GO
I C / tik7u r'
o g�A �k
�z
550 9 5
0,
GRASS
�0- 20' SANITARY SEWER EASEMENT -
i>� r L - 4
OUTSIDE OF GRASS
LIMITS OF SURVEY
1
—F_
L--
WTS
it
1
T -
6" !PNH
549.3 � rn
1 ASP*T
t I
I
1
-\ I
v OUTSIDE OFC0
LIMITS OF SURVEY
'�ar`?�
Q
�
`�+' `'
'65.2 �RASS
S 71' '
0329"
E
!_ 5.46'
L2
S 48'30'56"
E
32.61'
L3
F7
Z
2.67'
WTHOf2ti
S 69'27'30"
W
33.34'
Q�w
/ 566.1
wom
i�
\MP.
OUTSIDE OF G SSGL.
OF
al-I
,
BE C
1k, IP
0
Qw�
z
LIMITS SURVEY
565.8 _
Z)
O
I . 6„
PNH
LOT --
/ fj PARKING LOT
TC=551.9
6'
LP i PNH
CONC
PAD
ASPHALT
566.4
TAX MAP 32, PARCEL 4H
N/F RICHARD H. DEBUTTS
D.B. 532, Pg 66
N 4128, D31 .B. 352, Pg 171 PLAT
E 365, p3,
�►'
(rotA�
OPEN SPACE IR
41 28'3 ,,
9 "268.81 . OUTSIDE OF 14.66.
STQ�8-3" LIMITS OF SURVEY O
IR
_ s
QHS \t 4" NH _ 2" 9\ _ 1 R
GRASS '4", H 569.4
4 �. O
LPO/ 569.9 �. A
C PARKING LOT\
k o
I'-
"OPEN SPACE"
UNIVERSITY OF VIRGINIA FOUNDATION
n Q 2226, Pq 640 PLAT
GRASS SAI
t t I �� 5 �S I GRASS�f' .. _ \ - , r 't f ..
/
ACCESS EASEMENT t I Sc
~� g \ + `` 1` '
00
t i GM '.., ` 4 jY I �'�, ' < 4 tib, • `9 j
-
WA'ER 4 EA NT I-' -7,��t FIREslo►�--LIMITS - r- -s, I ! X - t RF NMH 57
j 55
VAULT I FHq. -- I', 5" ��� of ¢.. 573.4 S S.
1 r
\ - ^ - _ - _ I L - _/ GRASS NN 1 �� °k HOLLY GROVE: i .9•.
_ - �4 - 54 . L __ - _ - _ - _ I AD -=-.�- - _ - _! ` ; 111 - DAHOQ �V S
t \ C J WITH/ INDIVIDu 'j
-�" Dt�{tWL --�-- •�---1--s------ �.-____a_ ---, l -_WL- _ - i---1- i --;,$ --NI wVt-,-__ _. _11 i ---j `,, ` SSS `4 i '� tl t / MULCHED BE ' j 733 ��573.8� S 4128
S t ASPHALT IV �. 4 1 4 ASPHALT t 1 � '1
�•� �� ` _ .: ��Q� SNAIL — Lr — .s Qg ` a� -- —1 — 4--1 ! — -�• INE SCREEN 6 w
-546.6 <--'�-�-=-60135 " - _ _ _ - __ -k- __ _ - _ t- __ __ __ ,,y- - _ _ -� _ _� - _ - J \ i t R IRF{
i ! 11 - 5" WHITE PiNE� 4, $$
G� -_� _ ,. !' / S t! 573.3
- �- I - I 12.00' \ - - t !
s ,�
T GR
l
% 15 VEPCO EASEMENT
_
11
Ss/ss
ss SS = ss ss ss+ ss SS ��h� S/S ~ , " �`S �ss 1 I I " 'I ; ' f `� D.B. 2006, Pg 25
------------------
S"-
7-
i ---- — -- J ---F---- -- //% -==�= '-----�_-------- -� LOCATION}
-r=ZfF/T{TS"- �=-_ =tf_ •% - =-_�--�--------� r -T - -r--- AP P R0X .
-"�'' \ 571.1 o ;
4 I 11 1 ' ' �'� _ " ` ��� f, r/ / "PRA PARCEL„
5713
UNIVERSITY OF VIRGINIA FOUNDATION
�
D.B 2226, Pg 640 PLAT
5bb
s ,
TAX MAP 32, PARCEL 6A LINE TABLE:
UNIVERSITY OF VIRGINIA FOUNDATION
NUMBER DIRECTION DISTANCE
D.B. 2712, Pg 325
D.B. 2892, Pg 322 (PLAT),
EROSION CONTROL LEGEND
nCE CONSTRUCTION ENTRANCE
U
IP INLET PROTECTION
�A SAFETY FENCE �-»-
SF SILT FENCE -----
PS PERMANENT SEEDING
LIMITS OF DISTURBANCE - -
IRF
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
Charfottesv*& • Virginia
22902.(434) 295.7131
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
EROSION &
SEDIMENT
CONTROL
PLAN
�
Q
�
1.1
S 71' '
0329"
E
!_ 5.46'
L2
S 48'30'56"
E
32.61'
L3
S 48'30'56"
E
2.67'
L4
S 69'27'30"
W
33.34'
EROSION CONTROL LEGEND
nCE CONSTRUCTION ENTRANCE
U
IP INLET PROTECTION
�A SAFETY FENCE �-»-
SF SILT FENCE -----
PS PERMANENT SEEDING
LIMITS OF DISTURBANCE - -
IRF
THE COX COMPANY
Planners • Landscape Architects
Civil Engineers • Urban Designers
220 East High Street
Charfottesv*& • Virginia
22902.(434) 295.7131
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
EROSION &
SEDIMENT
CONTROL
PLAN
�
Q
�
Z
J
Vag
—Q
Q�w
wom
V)
LL
0
Qw�
z
>
Z)
O
�
EROSION &
SEDIMENT
CONTROL
PLAN
Job Number:
07-60
9dg
Date: I
February 27, 2008
Revision:
December 17, 2007
January 22, 2008
February 27, 2008
Scale:
1"=30'
Sheet No.:
ES -2,00
7of9
PLANT SPACING AS PER PLAN.
ADJUST SPACING AS NECESSARY
TO EVENLY FILL PLAK1'r1Mr_ ncn
2" MULCH INSTALLED
BEFORE PLANTING
12" MIN. PLATING SOIL. USE STORED
EXISTING TOPOSOIL AND/OR
IMPORTED TOPSOIL.
SLOPE PLANTING BED FOR
POSITIVE DRAINAGE
0
O
4
0
0
0
� o ORIGINAL GRADE
SET TOP OF ROOTBALL 1" MIN. �' �' 4„ �..w w �' OF SLOPE
VE FINISHED GRADE w�
ABO c�
MULCH 3" DEEP IMMEDIATELY AFTER °o a
PLANTING AND WATER THOROUGHLY. o o
v �=III=III=
MAINTAIN SAUCER ON LOWER
SIDES OF PLANT TO RETAIN WATER
=1 .= I II=I I El I II
BACKFILL PIT WITH STORED
EXISTING OR IMPORTED TOPSOIL
TO X FULL
WATER TO SETTLE SOIL, THEN =III -I (-III-III-I I I -
BACKFILL TO FINISHED GRADE.' CUT AND REMOVE BURLAP
,III—III=III=1 11-1 I FROM TOP 2/3 OF ROOTBALL
20" + BALL DIA.
AI
o y
w
w
SET TOP OF ROOTBALL 1" MIN. o
ABOVE FINISHED GRADE • o
FORM SAUCER WITH ° 00 MULCH 3" DEEP IMMEDIATELY AFTER
3" HT WATERING BERM
PLANTING AND WATER THOROUGHLY.
f "MN i'N " p
-1 I Mi MI :
BACKFILL PIT WITH STORED
EXISTING OR IMPORTED TOPSOIL
TO XFULL. =III -I I -III III -I
WATER TO SETTLE SOIL, THEN _ _ _ _ - CUT AND REMOVE BURLAP
BACKFILL TO FINISHED GRADE. I-III—III—III-I — FROM TOP 2/3 OF ROOTBALL
,; ,I 11=1 I M I I-111-11
—111=111-1
20" + BALL DIA.
`6.O GROUNDCOVER PLANTING DETAIL 5,0 SHRUB PLANTING ON SLOPES 4,0 SHRUB PLANTING
L1.0 I L2.0 scue: NOT roSCALE 11_1.0 I L2.0 scue. NOT roSCALE L1.0 I L2.0 scnLe: NOT Toscnie
NOTE:
STAKE TO FIRST BRANCHES
AS NECESSARY FOR
FIRM SUPPORT
WIRE SHALL NOT TOUCH
OR RUB ADJACENT
TRUNKS OR BRANCHES
MULCH 3" DEEP IMMEDIATELY AFTER
PLANTING AND WATER THOROUGHLY.
FORM SAUCER WITH
3" HT WATERING BERM —1
.yNMI 1.
.I I I=Fil =II
-III-III:
BACKFILL PIT WITH STORED —t
EXISTING OR IMPORTED TOPSOIL
TO X FULL.
WATER TO SETTLE SOIL, THEN _
BACKFILL TO FINISHED GRADE.
2" X 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18" INTO THE SUBGRADE
PRIOR TO BACKFILLING
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN RUBBER HOSE 6 - 9"
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
BRANCHES
III—III—
:. ISI=III �I�I�
-III=1 I
—III—III-
-iii—iii—iii—iii
1=III-III-III- 1='
=1 11=1 I I -I 11=1
'—III—III-1
3 X BALL DIA.
lo
• PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE
• PAINT ALL CUTS OVER I" DIA.
• FLAG GUYING WIRES WITH
SURVEYOR TAPE
RUBBER HOSE 1" DIA.
GUYING WIRES 2 STRAND TWIST
12 GUAGE WIRE
3 2"X4"X24" PRESS TREATED
STAKES - TOP OF STAKE
6" ABOVE GROUND
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
" —
III ,, ,III„”
• PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE
• PAINT ALL CUTS OVER I" DIA.
2 STRAND TRISTED 12 GUAGE
GAL. WIRE ENCASED IN 1" DIA.
RUBBER HOSE
HARDWOOD STAKES
3 STAKES 2" X 2"
DRIVEN (MIN. 18") FIRMLY
INTO SUBGRADE PRIOR
TO BACKFILLING
STAKE �4" ABOVE FIRST BRANCHES
PLANTING PIT DEPTH IS AVERAGE
DISTANCE BETWEEN TRUNK FLARE
AND BOTTOM OF ROOT BALL, LESS 2".
(CAREFULLY EXPOSE TRUNK FLARE IF ,
NECESSARY)
SPECIFIED PLANTING MIX -
WATER $ TAMP TO
REMOVE AIR POCKETS
NOTE:
STAKING AS REQUIRED
FORM -
SAUCER
H
J'
cc
LU
0
(MULCH 2" DEPTH
IMMEDIATELY AFTER
PLANTING AND WATER
Z
THOROUGHLY.)
Z
- MULCH
:D
.
F—
UNDISTURBED SOIL
X3.0 MULTI -TRUNK TREE STAKING1 2,0 TREE PLANTING - GUY WIRES j ,Q TREE PLANTING - VERTICAL STAKES
L1.0 L2.0 SCALE: NOT TO SCALE L1.0 L2ASCALE: L1.0 1 L2.0)'
2.0 scue: NOT TO scuE
MIN
Agg U_
THE COX COMPANY
r+ormers • l a wmape Mcmech
CM BVMO rs • Urban Designers
2W Ewt hF9h ~
Cha * M W b • fthb
229IQ2 • (434) 295.7131
Owner / Developer:
UVA Foundation
Post Office Box 400218
Charlottesville, Virginia
22904
LANDSCAPE
DETAILS
�
Q
Z
Uoe
—Q
Q�W
LNU
C)
C-9
V)
:�E
�
U
-O
QwZ
>
o
�
U
LANDSCAPE
DETAILS
Job Number:
07-60
SH OF'7
� Vi
FRANK D. COX, JR/ j
LIC. Ni 7719
n
�O N
Date:
December 4, 2007
Revision:
Scale:
1"=30'
r
Sheet No.:
L-2,90