HomeMy WebLinkAboutSDP200400108 Plan - Approved Major Amendment, Final Site Plan 2005-07-21RIO MAGISTERIAL DISTRICT
1. Owner/Developer
Crutchfield Corporation
I Crutchfield Place
Charlottesville, Virginia 22911
434.817.1000
2. Landscape Architects/Engineers/Planners
The Cox Company
220 East High Street
Charlottesville, Virginia 22902
434.295.7131
3. Parcel Information:
TMP 32-9C, n/f Crutchfield Corporation (52.244 acres)
Current Use: Industrial Warehouse Parcel
Deed Book 814, Page 350, DB 863, Page 004 (Plot)
4. Existing Zoning: LI (Light Industrial)
5. Minimum Yard Requirements:
A. Adjacent to public streets. No portion of any structure, excluding signs, shall be erected
closer than fifty (50) feet to any public street right-of-way. No off-street parking or loading space
shall be located closer than ten (10) feet to any public street right-of-way.
B. Adjacent to residential districts: No portion of any structure, excluding signs, shall be located
closer than fifty (50) feet to any rural areas or residential district and no off-street parking space
shall be closer than thirty (30) feet to any rural areas or residential district.
6. Planned Land Use:
Addition to the existing warehouse (40,000 sq. ft. = 6.9 % of site)
7. Maximum Building Height: 65 feet
8. Adjacent Properties:
TMP 32-17B, n/f Crutchfield Corporation
Deed Book 1028, p 107, DB 91, p 340 Plat, LI
Current Use: Administrative Offices
TMP 32-17B (2), n/f Thomas Morgan Howen
Deed Book 826, p 136, LI
Current Use: Unoccupied
TMP 32-17B (3), n/f Thomas Morgan Howen
Deed Book 1033. p 373; Ll
Current Use: Unoccupied
TMP 32-17B (4), n/f Thomas Morgan Howen
Deed Book 826, p 136, LI
Current Use: Unoccupied
TMP 32-19E, n/f Crutchfield Corporation
Deed Book 913, p 366, p 340 Plat; Ll
Current Use: Administrative Offices
TMP 32-9D (1), n/f Lucille T. or James B. Miller
Deed Book 913, p 366; RA
Current Use: Residential
TMP 32-6A, n/f University of Virginia Foundation
Deed Book 2712. p 325; DB 2635, p 454, PDIP
Current Use: Office Park
TMP 32-19C1, n/f C/O Brugh, Wendy or Robert C.
Airport Industrial Park Common Area
Deed Book 2776, p 694; DB 1664, p 328-329 Plat; LI
TMP 32-19B, Commonwealth of Virginia Department of Transportation
Deed Book 1904, p 639: DB 1726, p 550 Plat, LI
TMP 32-10, Charlottesville Airport Authority
Deed Book 1568, p 553
Current Use: Ground Lease to Rental Car Companies
State Route 606 - Dickerson Road
Variable Width Right of Way
9. Datum and Benchmark Reference
A. Boundary, easements and plat data based on surveys by Rouclabush, Gale & Associates, 914
Monticello Road, Charlottesville, Virginia, 22902, dated November 11, 2004
B. All elevations based on assumed elevation Benchmark: Northwest Corner of Loading Dock,
Elev=582.00'
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 111.
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 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 general water construction specifications as
adopted by the ACSA on January 15, 1998.
D. Datum for all elevations shown in National Geodetic Survey.
E. The contractor shall be responsible for notifying r,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 albernarle county service authority.
Insulation to extend 5' beyond centerline, of culvert in both directions or 5' beyond ends of
culvert when parallel.
1. 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 underwater
andl 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. Walves on cleadend lines shall be rodded to provide adequate restraint for the valve during a
future extension of the; line.
12. Stormwater Management
A. Stormwater management for the project will implemented by the existing stormwater basin
located adjacent to the site within the Airport Industrial Park. The current stormwater is treated
by this facility and the intent of this plan is for the runoff to continue to be treated there.
B. A small portion of the site in the western most corner that does not drain to the basin will have
an iincrease of impervious surface. This increase will be mitigated by the installation and
implementation of "Filterra" precast biofilters located in the parking lot.
C. 7he site does not lie within a reservoir watershed. The stormwater from the site flows
norttheastward to the North Fork of the Rivanna River.
13. Maximum square footage for commercial and industrial uses:
Commercial/Office
Industrial/Warehouse
14. Maximum number of employees: 230
Pre -Construction Post -Construction
1,173 sq. ft. 19,323 sq. ft.
84,872 sq. ft. 84,872 sq. ft.
15. Maximum height of all structures: 31'-6"
16. Parking
A. Based on peak shift employee count, the required number of Service Industry parking spaces
is 170. Based on the parking layout as shown on this plan, the shifts for the call center are limited
to 1150 working employees.
B. Parking Schedule:
C. Construction must be phased with proposed timing that coordinates the building addition
and the elimination of parking spaces to make room for the new parking area in order to ensure
thait the amount of spaces provided for the operations within existing building are adequate
durfting construction. The 20 required spaces shall remain available to existing employees. See
sheet C-3.1 for phasing schedule.
SIGNATURE PANEL
Existing
Proposed
Service Industry
3
170
Warehouse
17
19
Total Required
20
189
Total Provided
20
191
C. Construction must be phased with proposed timing that coordinates the building addition
and the elimination of parking spaces to make room for the new parking area in order to ensure
thait the amount of spaces provided for the operations within existing building are adequate
durfting construction. The 20 required spaces shall remain available to existing employees. See
sheet C-3.1 for phasing schedule.
SIGNATURE PANEL
C-1.0
Cover
FM,
Albemarle Co. Dept. of Community Development - Current Development
Division DATE
M
C-3.0
Alba le o. Dept. of Community Development - Inspection Division
DATE
V V,
Construction Phasing Exhibit
Albemarle County Division of Fire and Rescue
DATE
Site Plan
N
Albemarle County Service Authority
DATE
Virginia Department of Transportation CWpvaj Pw. 6;JA*We14*,7
)Fdy� . ATE
Site Cointext Plan Scale ]"-1000'
SHIEET INDEX
❑ Filled Box Indicates Drawing Included in Set
Axle
&Zia
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
22902.(434) 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
N
Job Number:
04-170
,V,� H OF 7N
1_;
FKA NK D. CSX; JK
1-719
N,A U
Date:
July 6, 2005
Revision:
December 13, 2004
January 17, 2005
February 28, 2005
July 6, 2005
Scale:
AS NOTED
Sheet No.:
C
of I
C-1.0
Cover
FM,
C-2.0
Existing Conditions Exhibit
M
C-3.0
Critical Slope Exhibit & Demolition Plan
9-1
C-3.1
Construction Phasing Exhibit
411
C-4.0
Site Plan
N
C-5.0
Layout Plan
13
C-6.0
Utility Profiles
M
C-6.1
Stormwater Drainage Divides
a
C-7.0
Stormwater Management Plan
E,
C-8.0
Stormwater Management Details
B]
C-9.0
Photometric Lighting Plan
LN
C-10.0
General Details
2,1
C-10,1
General Details
M
ES -1.0
Erosion & Sediment Control Plan - Phase I
go
ES -1.1
Erosion & Sediment Control Plan - Phase 11
N
ES -2.0
Erosion & Sediment Control Narrative and Details
Rffl
L-1.0
Landscape Plan
0
L-2.0
Landscape Details
❑ Filled Box Indicates Drawing Included in Set
Axle
&Zia
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
22902.(434) 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
N
Job Number:
04-170
,V,� H OF 7N
1_;
FKA NK D. CSX; JK
1-719
N,A U
Date:
July 6, 2005
Revision:
December 13, 2004
January 17, 2005
February 28, 2005
July 6, 2005
Scale:
AS NOTED
Sheet No.:
C
of I
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Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
229Q2 a (434J 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
229Q2 a (434J 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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220 East High Street
Charlottesville - Virginia
229Q2 a (434J 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
229Q2 a (434J 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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THE
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
229Q2 a (434J 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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REVISIONS
I
EXISTING
CONDITIONS
EXHIBIT
Job Number:
(04-170
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Date:
June 3, 2005
Revision:
December 13, 2004
January 17, 2005
February 23, 2005
June 3, 2005
Scale:
1'°=30'
Sheet No..
2 0
of
-1-8,
General Site Notes:
1. Water, electric, telephone utility connections are contained within the
existing building footprint. See architectural plans for details,
2. All spot elevations reference the top and back of concrete curb, unless
otherwise specified.
3. All roof drain leader connections shall have a clean-out at underground
connection (see detail.)
4. See sheet C-9.0 for site light photometrics.
5. Shaded areas denote area of new asphalt paving and vertical addition to
the existing building footprint.
6. See sheet C-10.0 for site details.
7. See sheet C-10.0 for paving sections and plan.
8. See sheets C-7.0 and C-8.0 for stormwater management and BMP
worksheets.
9. Contractor shall provide backflow prevention for domestic water internal to
the bulding. Water meter upgrade shall be installed to Albemarle County
Service Authority standards. Contractor shall contact ACSA prior to installation
of the new meter (977-4511.)
10. Contractor shall install, test and have ACSA approval of the 6" DIP fireflow
and new service water line prior to transition from the existing service.
Contractor shall coordinate with the Crutchfield facility -manager prior to
temporary shut -down of the water.
I
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INV IN: -5,6a.00 --- f),, -,4
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0
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THROAT:
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INV. OUT: 583.80 46
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THROAT: 5$9.50 _ T ,.585,00
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INV IN: 5'4.70 iNV-011T: 575.70
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ADMINISTRATIVE ADDITION
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UPPER FFE: 582.00
LOWER FFE: 570.00
5'CONC. SW
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginic
22902 = (-34) 2957137
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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Job Number
04-170
PVA H or
C'Ek7j"FICA
7719
S
10 JN A U
Date:
June 27, 2005
Revision:
13,
2004
-December
January 17, 2005
February 28,
20015
June 3, 2005
June 27, 2005
Scale:
1"=30'
STORM SCHEDULE
Structure No.
Inlet Type
Top
Invert In
Invert Out
Note
I
ES -1
582.50
-
581.00
181,
2
DI -313, 6'
588.00
581.50
581.70
6'x 4' Filterra
3
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592.30
586.80
586.60
6'x 4' Filterra
4
DI -313, 6'
592.00
-
588.00
6'x 6' Filterra
5
ES -1
584.50
-
583.00
181,
6
DI -2B, 6'
590.00
584.20
584.00
-
7
DI -3C, 6'
593.90
588.20
588.00
-
8
DI -313, 6'
594.00
-
590.00
-
8
DI -313, 12'
567.59
562.50
-
9
ES -1
583.50
-
581.50
24"
10
DI -1
588.50
583.20
583.00
Existing (Adjust)
I I
DI -313, 6'
590.00
584.00 (24)
583.80
PLAN
-
584.00 (18")
-
Job Number:
12
DI -313, 6'
590.00
584.70
584.50
FkAA N) K P. J
13
DI -1
591.50
585.60
585.40
Existing (Adjust)
14
DI -3C, 6'
592.60
587.00
586.80
-
15
DI -3C, 6'
592.90
-
588.50
-
16
DI -213, 6'
591.40
585.60
585.40
-
1"=30'
586.60
17
DI -213, 6'
591.60
-
587,00
-
18
DI -213, 6'
592.00
58/.60
587.40
-
19
DI -2B, 6'
592.00
587.90
587.70
-
20
DI -3C, 6'
592.50
-
588.50
-
21
DI -7
571.00
567.30
565.90
Remove Ex. ES -11
22
MH -I
572.00
568.00
567.80
Remove Ex. ES -11
23
18" EW -1
-
-
539.50
See Sheet C-7.0
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THE COX COMPANY
Planners o Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
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22902=(434) 295°7131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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Job Number:
04-170
FkAA N) K P. J
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770 h
sstQ
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Date:
June 3, 2005
Revision:
13,
2004
-December
January 17, 2005
February 28, 2005
June 3, 2005
Scale:
1"=30'
Sheet No.:
C��
101MM
Sanitary Sewer Profile
Storm Sewer Profile
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THE COX COMPANY
Plan
nprs - Landscape Architects
Civil Engineers - Urban Designers
220 East HIgh street
Charlottesville - Virginlo
22902 - (434) 295-x'1,31
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-10()o
F:(434) 817-1010
Job Number:
04-170
Date: June 3, 2005
Revision:
December 13, 2004
January 17, 2005 February 28, 2005
June 3, 2005
Scale:
Vertical: I"= 5'
--Horizontal: V= 30'
Sheet No.:
U�
580
0
_b
580
C�)
0
If
71
+
>
575
LU E
N II
7-
E
575
570E)(jS
570
-7
21' - 2
V RCP'
565
0 01
'00 0
@ 2
38%
0
0
Cb,
10
565
'0
'0
560
560
�2& �OO
29+00
THE COX COMPANY
Plan
nprs - Landscape Architects
Civil Engineers - Urban Designers
220 East HIgh street
Charlottesville - Virginlo
22902 - (434) 295-x'1,31
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-10()o
F:(434) 817-1010
Job Number:
04-170
Date: June 3, 2005
Revision:
December 13, 2004
January 17, 2005 February 28, 2005
June 3, 2005
Scale:
Vertical: I"= 5'
--Horizontal: V= 30'
Sheet No.:
--,Lv- -Ar AXL
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers o Urban Designers
220 East High Street
ChorlofAesville - virginio
22902 a (434) 295-7131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
U.
M
0
Ar it
U--
i
STORM TES'
DRAINAGE
DIVIDES
Job Number
a4-170
pL� H 0P
0
FLANK D. COX, J .
CE977FICA7F NO.
;7799
�
o
SS/D1UAL
Date:
June 3, 2005
Revision:
Scale:
1"=30'
'Co 6" - �- W = 6'-O" ------I Ir 6'i
i- - -
I
I " i '-�
,
� --------- ,
1 , , I 1 --,,
r
I ',�, '-\ INLET SHAPING
A = i , \ 11 i A (BY OTHERS)
k C I D � 1 1 �, \,-------- I L--
, , 4
io I I
11 i - - -- - - lF - ""
-i i I �� NG
I , - CAST INTO PRECAST BOX
1 i WALL BY AMERICAST (OUTLET
I I PIPE LOCATION VARIES)
i !
L I
TI, CURB (BY OTHERS)
I � � �
10 PLAN VIEW -1-a
TREE FRAME & GRATE
CAST IN TOP SLAB A PLANT AS SUPIPLIED
CLEANOUT COVER BY AMERICAST GALVANIZED
CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING
�B \ FOR CLARITY) STREET
TOP SLAB, f CURB AND GUTTER
INTERLOCKING 'Co / /,//- (BY OTHERS)
JOINT (TYP) _\ [ I / //
; ... ! -,
, . ; .
. �. --
I \1 , . , , , .1 _z-
= L� -- - ,:9 I [�� `� '. ,_J "
,
,
a- - I , :
()
I . I- 1,
- 'o
, .
.
N .1 R ,�. . - DOWEL BARS
I V) . : %
-+ > I : . . @ 12" O.C.
K I 1� .
I
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.. I
.
I - I -1- 0� *,-...-,.-.-.
. -
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,
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I - '. d . �-� .
(0 \ LUNDERDRAIN SYSTEM
MULCH PROVIDED BY AMERICAST -/ J 't -
FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST
DESIGNATION
Short Version BMP Computations For Worksheets 2 - 6
W
Short Version BMIP Computations For Worksheets 2 - 6
OUTLET
6 x 4
Albemarle County Water Protection Ordinance: Modified Simple Method
4'-O"
Albemarle County Water Protection Ordinance: Modified Simple Method
PIPE
6 x 6
Plan: Crutchfield Corp. Site Plan Amendment Water Resources Area: Development
. I � . I - I . �
area I 11
Plan: Crutchfield Corp. Site Plan Amendment Water Resources Area: Development
I
- Area
8 x 6
Preparer: Eric Woolley, PE Date: 15 -Feb -05
I I � I I I 11- I .
� I
Prreparer: Eric Woolley, PE I Date: 15 -Feb -05
4" SDR 35 PVC
10 x 6
Project Drainage Area Designation New Area B
I I � I �
- C -o"
Project Drainage Area Designation Drainage Area A
I I
—
6- SDR -35 PVC
1 12 x 6
L storm pollutant export inpounds, L=[P(PJ)Rv/12J[C(A)2.72I
C -O"
L storm pollutant export inpounds, L=[P(Pj)Rv/12)[C(A)2.72j
6" SDR -35 PVC
Rv mean runoff coefficient, Rv = 0.05 + 0.009(l)
100
Rv mean runoff coefficient, Rv = 0.05 + 0.009(l)
Q
--i
<
Pi small storm correction factor, 0.9
()
---..
QL
Pi small storm correction factor, 0.9
�LL.
" I
Q)
1 percent imperviousness
=
I percent Imperviousness
D
()
P annual precipitation, 43" in Albemarle
0
P annual precipitation, 43" in Albemarle
U
I I
I 11 . .11,11 I I
A project area in acres in subject drainage area, i A = ! 10.57 '
I "'
A project area in acres in subject drainage area, I A = I
: - - ; , bm �
f � 1. . .1111, 11 I
r%.1
L.r.
I I I., I I
C pollutant concentration, mgA or pprn target phosphorus
�& *4
U
I I
C pollutant concentration, mg/I or ppm target phosphorus
f factor applied to RR I
IF factor applied to RR
V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27
V required treatmient volume in cy, 0.5" over imperv. area = A(l)43560(0.5/12)/27
RR required removal , L(post) - f x L(pre)
RR required removal , L(post) - f x L(pre)
%RR removal efficiency, RR1001(post)
I
%RR removal efficiency, RR100/L(post)
Impervip����gy!��_qp�Tp�Itgi!?�� (values in feet & square feet)
Impervious Cover Computation (values in feet & square feet) I'll ......... .. .. I "' - ... --1-111-111-11- I--'--"----
-
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lc�
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� Area I
,
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I �
I pire-4eyeiopment ,Area 'post -development
I
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�
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1- � , - -1twen' h-
� :Driveways Length Width no. sub al i i_ fit
� ---11111111 ----1------ " _ _Widt1b. _ , no.
,
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subtotal I
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, I
; f��4111114.-
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land walks I I i 1 1 616� 1 151 4n
1 � I
� 6b4l � �
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.and walks 1 6 ��' 01 0 � 03 I 265 5!
I -.11111 ... I", I I �
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! 111- - , "61 1 - � , � , - - ; I I 1. - I I 11 �
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�
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1. I
1 i 0 4718
11 I -
� -11.11 I I �' - -1111, 1-1- I— --1.111-1 - -1 --L I—- -
i
'Parking Lots 1 2 3 4� � 1 2
I I I - � , 1�1 I -111. I ... � I �
3 4: :
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_ I
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. I I I - 1.1-11 ... I I - ,"I"'. � � 137064
r - - , , - ... .... . - o! -3
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I I I
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I -
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""" -l- 111� I I : I � - � . 1.111,11, I
� ravel areas Area ! ! � iArea
11.1 I 11.11, - -1 - 1".."
i ; I
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,Gravel areas Area i �Krea
' i I I i-111
I
�-, � ---- � --- "'I-1-1-- 11 11 I
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: 01
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I - I—- E I -0
I � (�= ; i , .
- 1-1111, . - . 11 11-11 � -1-1 - - 11 � �� �0 � 0,70,=
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: !
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subtotal . �
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- � ---1--.-J1 I-- -1---0 - ., - - -
"
iStructures Area no. subtotal � T Area -no.
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- , � ---- -9,
. - I - -, - �
subtotal . I �
i t
: � 1118i��d- -TF---4-6d] 1 ---��4-66,1 1-1-11- Ir
4 0, � �6 ' I I , �
c
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� ,
-1 ------ I - I
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, , ---i-1-1.11 -.1-11 � -1:
--- ,-,- - - -1-1-191-, -��1901 - - �.- ...
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I ively-grazed pasture & Area � i Area
-11-�, -
I .
I .
. � . I
Kri��
'Actively -grazed pasture & r Area
: I
. -1. �
, i
Yards and cultivated turf � 104960;x 0.08 = � 8396.81 � '-§6-0�-5 i x 0.08 =
.
I � : I
� 7202F ,
I . -1 - I - I -
I 0i ,. - � -1
i I �
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I - � I 1,11'..-I - 11 I 1-1 � - � I
.
0:
II'll, I - I—.- I 1�111 I 111 11
-
I I Active crop larid ' - ' -Ar - - - I i Are - ,
� � � I ,
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� :
I - 11 - I . I I 11 - I 1. I 17-111-1- I I
Active crop land Area � � Area
11 i 1
1.11-1 I � .1 - - I 11 k �
r I :
�
I 11 .111-1-1 i
11-11ea 1 1 - -a----1
q i �x 0.25 = I 0 !x 0.25 =
I .
3 I 01 I
- I -1 - �
7 � i I ----111 --- - , x
1 7 : . �x 0.25 = � 0� ; 0.25 =
- I ----1111- - - -1 I -1- -111, 1-11- -1- - 11-1111-11- � "".- "Ill' I -
r
9' . .
1-I[ir�P-6-.- I-_ 1- � 1-1 - 1-1-1-111-", - -1 � -- -----, � , ---- -il -11.1-11-1- - ---.,----------1 11---l-11-
'Other rvious Areas I I I
- - ... 41-� I
. I
� � :
I'll 1. I --T--- i - - � - ----- -,
'Other Impervious Areas
: I i
� � I—: , r - -,
1, I
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�
0 : I
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Impervious Cover I
J-
�
I I I I I -11-1 -11�- �Rll I
1; �
�
- - � I I �. I � 11 � I I I 11 . 11 -1- .... -1 I ,.,,,,,,,r . 16
Impervious Cover . ;�o � - - --- ---,-- - -- - - - -- - - - - - --
I I
- -- - �` 466ib'I �
I � I
�111
1-1-11-11---
I(pre)
1, .1 � - - � ,
](post)
,
I 11-----1-;
11.1 11 --1111 I(pre)
- � .. 1-11,
I(post)
. , - � '"' , , �
kv( j : V i
I
I lRyl(post) V �
I-- 111-11-1.11
I
� ,-.,post q
I 1
:� - .- cl,.�?, -i- - ,�k6 , �
I � - - �
.
0.48 28.4 '
I I
. 11-1 - 1;-1 I �
Development (For Development Areas, existingJimpervigus cover <= 20%)
i .
New Development (For Development Areas, existing impervious cover <= 20%)
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TREE FRAME & GRATE
CAST IN TOP SLAB A PLANT AS SUPIPLIED
CLEANOUT COVER BY AMERICAST GALVANIZED
CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING
�B \ FOR CLARITY) STREET
TOP SLAB, f CURB AND GUTTER
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MULCH PROVIDED BY AMERICAST -/ J 't -
FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST
DESIGNATION
L
W
TREE GR�ATE
OUTLET
6 x 4
61-01,
--
4'-O"
QTY & S;IZE
PIPE
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C -O"
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DRAWING AVAILABLE IN TIF FILE FORMAT.
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4--ZdtWNLR89ZWY0R
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CopyTigbt C 2004 by A—i—,t
DATE: 12-22-04 1 DW -. FTST-2
, 0
PRECAST FILTERRA@ UNIT
STANDARD CONFIGURATION fiter a
MID-ATLANITIC REGION US PAT 6,277,274
0 6,569,321
Pace 22
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2 I
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CAST INTO PRECAST BOX WALL -",�211��
(OUTLET PIPE LOCATION VARIES) PLANT AS SUPPLIED
CLEANOUT BY AMERICAST
COVER (NOT SHOWN
CAST IN GALVANIZED
CAST IN TOP SLAB -- TOP SLAB FOR CLARITY) ANGLE NOSING
TOP SLAB
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SECTION A-
. DESIGNATION
L
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TREE GRATE
QTY & SIZE
-
OUTLET
PIPE
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4" SDR 35 PVC
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1 12 x 6
1 12'-O" 1
C -O"
1 (2) 4x4 1
6" SDR -35 PVC
DRAWING AVAILABLE IN TIF FILE FORMAT
, DATE: 12-22-04 1 DWG: FTNW-2 0
1QQNLDP,80�gy PRECAST FILTERRA@ UNIT
� � ,� 0 NARROW WIDTH CONFIGURATION
110� I
11\lil� fi Re Me
Copyriglit C 2004 by Ameiicmt � MID -ATLANTIC REGION US PAT 6.277,274
AND 6,569,321
Pace 21
Notes:
I . A geotechnical study of the soils to be used in constructing the embankment as
well as the embankment foundation must be completed. A geotechnical
engineer certification of the adequacy of the foundation and soils to be used in
the embankment is required before construction begins.
2. A geotechnical inspector must be present to monitor the construction of the
embankment and test compaction. The mininium compacted density will be 95
% with the moisture content within 2 % of optimum,
3. The embankment must be constructed in a manner to meet all the requirements
and specifications of Minimum Standard 3.01 of the Virginia Stormwater
Management Handbook.
4. Please submit all reports to the Community Development Department. Provide
the Owner with a copy of all transmittals and reports.
5. Embankment slopes adjacent to detention and retention basins must be 3H:1V
or flatter (DSM, 503.1fl.
6. Basin Slopes, Embankment and Bottom shall be seeded with the following
mixture at a rate of 7 pounds live seed per acre.
25% Big Bluestem Andropogon gerardii
20% Virginia wild rye Elymus virgidicus
20% Creeping bentgrass Agrostis stolonifera
15% Switchgross Panicum virgatum
10% Green Sedge Carex dipsacea
5% Black-eyed Susan Rudbeckic hirta
3% NewEnglandAster Aster novae-angliae
2% New York Ironweed Vemonia noveboracensis
Maintenance and Inspection Schedule:
I . The basin's side slopes, embankment, and emergency spillway shall be mowed
at least twice a year. Bare areas shall be reseeded and woody growth
removed.
2. Debris and trash shall be removed at least once every two months and at times
when accumulation prevents the structure from properly functioning.
3. Sedimentation deposition shall be continually monitored in the basin. Any
accumulation of sediment shall be removed. Disposal of sediment shall comply
with Virginia Department of Health and State Regulations.
4. Inspections of the basin shall occur at least once a year for the following items:
Visual Settlement, Cracking, Misalignment, Erosion, Adequate Groundcover,
Trees or Shrubs, Rodent Holes, Seepage, Debriis, Undercutting, Scour, and
General Functionality. Any problems shall be repaired immediately.
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THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 E05t Hl�jh Street
chattot1tesville - Virginia
22PO2 - [434) 295-7131
Owner:
Crutchfield Corp.
1 CrutcHield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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� MANAGEMENT
PLAN
Job Number:
04-170
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Date:
June 1, 2005
--
Revision:
January 17, 2005 �
February 28, 2005
. June 1, 2005
Sheet No.:
V ^
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9 of 18
C7.0) Not to Scale
6" X 2'-0" WEIR W/
TRASHRACK (TYP.) B
6" X 2'-0"
WEIR
........... 6" PERF. PVC
Plan View I \-6"X2'-0" WEIR w/
TRASHRACK (TYP.)
TOP ELEV. 548.0
Zo. . . . . . . . . .
18" RCP WITH O-RING
JOINTS (SEE PROFILE)
6'X6' ANTI -SEEP COLLAR (TYP.)
0
ST'D VDOT EC -2
MATTING
81 Pre -Cast Stormwater
Management
Structure
81 Anti -seep collars
Cutoff trench
Earth Fill 6' min.
1. Material - Fill material should be taken from an approved, designated borrow area. It should be free of roots,
stumps, wood, rubbish, stones greater than 6 inches, and frozen or other objectionatble materials. Fill material for the
center of the embankment and the cutoff trench should conform to Unified Soil Classification GC, SC, or CL.
Consideration may be given to the use of other materials in the embankment if the cdesign and construction are
supervised by a geotechnical engineer.
2. Placement - Areas on which fill is to be placed should be scarified before its plactement. Fill material should be
placed in layers a maximum of 8 inches thick (before compaction), which should be continuous over the entire length
of the fill. The most permeable borrow material should be placed in the downstream i portions of the embankment. The
principal spillway must be installed concurrently with fill placement and not excavated into the embankment.
3. Compaction - Fill material should be compacted with appropriate compaction equipment such as a sheepsfoot,
rubber -tired or vibratory roller. The number of required passes by the compaction equipment over the fill material may
vary with soil conditions. Fill material should contain sufficient moisture such that the required degree of compaction
will be obtained with the equipment used.
The minimum required density is 95% of maximum dry density with a moisture cont(ent within ± 2% of the optimum,
unless otherwise specified by the engineer. Each layer of the fill should be compact(ed as necessary to obtain minimum
density and the engineer should certify, at the time of construction, that each fill layer meets the minimum density
requirement. All compaction is to be determined by either Standard Proctor Test (ASTM D698) or the Modified Proctor
Test (ASTM D1557) as directed by the geotechnical engineer based on site and soil] conditions and the size and type
of structure being built.
4 Cutoff Trench - The cutoff trench should be excavated into impervious material along or parallel to the centerline of
the embankment as shown on the plans. The bottom width of the trench should be governed by the equipment used
for excavation, With the minimum width being 6 feet. The depth should be at least 4 feet below existing grade or as
shown on the plans. The side slopes of the trench should be 1 H:1 V or flatter. The backfill should be compacted with
construction equipment, rollers, or hand tampers to assure maximum density and minimum permeability.
5. Top Soil - The surface layer of compacted fill should be scarified prior to placement of at least 6 inches of top soil.
The top soil shall be stabilized with in accordance with the Virginia Erosion and Sedliement Control Handbook, latest
edition.
Embankment Section
C7.0" ) Not to Scale
NOTE: CONTRACTOR TO ENSURE POSITIVE DRAINAGE
IN EMERGENCY OVERFLOW DITCH
CONT. SHALL ENSURE
THAT DITCH IS IN OUT
MATERIAL
2.0 Emergency Overflow Ditch & Lining
sw - J
C7.0) Scale: 1"= 2'
NOTE: ALL STORMWATER DRAINAGE
HDPE TRASH RACK PIPES SHALL COMPLY WITH CURRENT
(SEE DETAIL) VDOT ROAD& BRIDGE STANDARDS
HDPE TRASH RACK
ELEV. 546.0
ST' E ST -1 S-TEPS
6"
6"
CAST OPENINGS
4'-- 0" -
#4 @ 8" O.C.
EACH WAY
2'-0" OF 6" 0 (12- "'0
2
HOLES) PERFORATED PVC
ELEV. 542.0
PIPE (CAP END)
1°-6" VDOT #3 STONE
L'Q
BOTTOM
122"
ELEV. 540.0
wl'
N
C7.0) Scale: I " = 2'
EX. GRADE
REPLACE EX. RIP-RAP__,v I f
FLOW CHANNEL AND #4 Ca-) 12" O.C. 3"
FILTER FABRIC EACH WAY Elevation View B -B
3"
CZ
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In
Stormwater Pipe Profile
6"
Basin, Fill Shall -be
P: (434) 817-1000
F: (434) 817-1010
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(3eotechnic.al.ly].nsp..ected..and...
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REPLACE EX. RIP-RAP__,v I f
FLOW CHANNEL AND #4 Ca-) 12" O.C. 3"
FILTER FABRIC EACH WAY Elevation View B -B
3"
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In
Stormwater Pipe Profile
4
0
LL
30
01i
Ift
Length, (ft)
Hydrograph
ON-SITE POND OUT 2yr
0 30
Time (min)
Hydrograph
ON-SITE POND OUT 10yr
M
411;
0 20
la -
WE
60
0 30
Time (min)
Hydrograph
ON-SITE POND OUT 100yr
50
40
30
0
20
10
0
0
n -N
30 60
Time (min)
Scale:
Vert.: 1" = 5'
Horz.: 1" =10'
Plotted Curves
ON-SITE POND IN 2yr
ON-SITE POND OUT 2yr
Plotted Curves
ON-SITE POND IN 10yr
ON-SITE POND OUT 10yr
Plotted Curves
ON-SITE POND IN 100yr
ON-SITE POND OUT 100yr
*Note: See Calculations for Detail
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THE COX COMPANY
Planners - Ln- ndscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
22902 -,(434) 2957137
Ovmer:
.8tormwater
Basin, Fill Shall -be
P: (434) 817-1000
F: (434) 817-1010
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(See Notes Left)
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MANAGEMENT
DETAILS
Proposed Grade
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550
-719
/ONAL
Date:
June 3, 2005
Revision:
550
February 28, 2005
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Scale:
As Noted
Co
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77.-
545
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545
50',of 18" RCP WITH
O-RING JOINTS @ 1,00%
540
540
.. ....... ... ....
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Tie -Into
Tie -into Existing Rip Rap Ditch
535
535
Anti -Seep Collars (See
Detail)
Tie -Int c
Existing Rip -Rap Ditch
530
530
10+00
10+50
4
0
LL
30
01i
Ift
Length, (ft)
Hydrograph
ON-SITE POND OUT 2yr
0 30
Time (min)
Hydrograph
ON-SITE POND OUT 10yr
M
411;
0 20
la -
WE
60
0 30
Time (min)
Hydrograph
ON-SITE POND OUT 100yr
50
40
30
0
20
10
0
0
n -N
30 60
Time (min)
Scale:
Vert.: 1" = 5'
Horz.: 1" =10'
Plotted Curves
ON-SITE POND IN 2yr
ON-SITE POND OUT 2yr
Plotted Curves
ON-SITE POND IN 10yr
ON-SITE POND OUT 10yr
Plotted Curves
ON-SITE POND IN 100yr
ON-SITE POND OUT 100yr
*Note: See Calculations for Detail
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THE COX COMPANY
Planners - Ln- ndscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
22902 -,(434) 2957137
Ovmer:
Crutchfield Corp.
I Crutchfield Place
Charlottesville, Virgi-nia,
P: (434) 817-1000
F: (434) 817-1010
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DETAILS
Job Number:
04-170
�'H O�
CE9r1)7F1CA TE NO.
-719
/ONAL
Date:
June 3, 2005
Revision:
January 17, 2005
February 28, 2005
June 3, 2005
Scale:
As Noted
Sheet No.:
I I,-% — 1 -1 n
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THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East Nigh Street
Charlottesville ville - Virginia
22902 - (4,34] 2957131
Owner:
Crutchfield Corp.
I Crutchfield Place
Charlottesville, Virginia
P. (434) 817-1000
F: (434) 81174010
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PHOTOMETRIC
LIGHTING
PLAN
Job Number:
04-170
H 01t7
FKANK 9. COX,)
CE9771FICA rE NO. 46
77719
C9
10NAL
Date:
June 3, 2005
Revision:
December 13, 2004
January 17, 2005
February 28, 2005
June 3, 2005
Scale:
1"=30'
Sheet No.:
of
not to scale
5T'D CG -2
f AVEMENT
MODIFIED CG -7
(SEE DETAIL)
CONCRETE FAVER5
2" SM -9.5A
4" 21-A STONE
(COMPACTED ! a
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NOTE:
CONTRACTOR SHALL 5U[3MIT A 5AMFLE OF THE
FAVEK TO THE ARCHITECT FOR REVIEW AND
AFFROVAL MOR TO INSTALLATION.
M**
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not to scale
MIN WIDTH= 20'-0"
not to scale
4" CONCRETE 3000 PSI
HIGH AIR ENTRAINMENT LIGHT BROOM FINISH
WWF 6X6 -
W2.9 X W2.9 WIDTH VARIES, SEE PLAN
FINISH GRADE —\ MIN WIDTH = 4'-0"
1 /4":1' SLOPE
a Iw
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411
4" COMPACTED AGGREGATEJ
BASE - VDOT #21-A --J
COMPACTED SUBGRADE
» 3/8" EXPANSION JOINT
» SAW CUT CONTROL JOINTS, MAX 6 O.C.
EXPANSION JOINTS, MAX 30' O.C.
CONCRETE PATIO SCORE 30"X30"
#4 REBAR STANDARD CG -2
VERTICALS 9 2'611- 310" O.C. 6011
(WHERE NO
(OMIT VEKTICAL5 AND INTERMEDIATE METAL HANDRAIL
BACKFILL)
�,
HORIZONTALS FOR 34" HANDRAIL) ON 1"X1/2" CHANNEL
NOTES:
_
II
1) HANDRAIL HEIGHT 54". ACCORDING
71
TO CODE: GUAKDRAIL HEIGHT 42"
1" METAL 13AK
2) RAILINGS SHALL 6E FKIMED AND
G --2'-Ot'
FAINTED WITH 2 C OATS FLACK
102" METAL I I
4211
4" EXTERIOR GLOSS.
PICKETS
3) ALL JOINTS TO 13E WELDED.
1 "X102" METAL
6"
CHANNEL LL
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» 3000 psi CONCRETE
4
S
SET FIFE IN DED OF QUICK SETTING HYDRAULIC CEMENT
LU
FIFE TO 13E PLACED IN LEAD SLEEVE. TOF OF LEAD
Ln
SLEEVE TO DE FLUSH WITH DKICK 5UKFACE
001 "
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not to scale
MIN WIDTH= 20'-0"
not to scale
4" CONCRETE 3000 PSI
HIGH AIR ENTRAINMENT LIGHT BROOM FINISH
WWF 6X6 -
W2.9 X W2.9 WIDTH VARIES, SEE PLAN
FINISH GRADE —\ MIN WIDTH = 4'-0"
1 /4":1' SLOPE
a Iw
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411
4" COMPACTED AGGREGATEJ
BASE - VDOT #21-A --J
COMPACTED SUBGRADE
» 3/8" EXPANSION JOINT
» SAW CUT CONTROL JOINTS, MAX 6 O.C.
EXPANSION JOINTS, MAX 30' O.C.
CONCRETE PATIO SCORE 30"X30"
19ON
LID
THKEAIQEL) PLUG
CLEANOUT ADAPTOK—
CINI5NUO GROUND
(3" CONC. ,RING)
ADJUSTABLE VALVE f3OX_�\
VOOT NO, 21A STONE
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not to scale
Ni
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CLEANOUT
51 6
WR
#4 REBAR STANDARD CG -2
MODIFIED CG -7 K2" 5" 2"
(WHERE NO
SEAL 1/2" DEEP
HOLE W/ MORTAR
BACKFILL)
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2–#3 REBARS
a
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#6 @ 2'-6,9
71
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299
G --2'-Ot'
PAVEMENT
9" Co
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NOTE:
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6"
SECTION
» 3000 psi CONCRETE
CON5TKUC11ON 5FECIFICATION5.
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N.T.S.
SITE
DETAILS
19ON
LID
THKEAIQEL) PLUG
CLEANOUT ADAPTOK—
CINI5NUO GROUND
(3" CONC. ,RING)
ADJUSTABLE VALVE f3OX_�\
VOOT NO, 21A STONE
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not to scale
Ni
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CLEANOUT
51 6
WR
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C4,0 C10
HANDHi
GROUNDING I
#10 BARE GROI
WIRE IN Y2" HEj
WALL P.V.C. CONE
3/4" X 10'-0"
COPPER CLAD
GROUND ROD
not to scale
EDGE OF CONCRETE
FOOTING (2" ROUND DIAM.)
a�
ANCHOR BOLT
PLAN HOLES PER
NTS MANUFACTURER
ALL SIDES
FIXTURE & POLE HEIGHT:
(20' Height)
SQUARE ALUMINUM COVER PLATE
Wl TYP. GALVANIZED ANCHOR BOLT
6 #6 VERTICAL REBARS WITH
#3 TIES 12" O.G.
(EXCEPT {a7 3" O.C. FOR TOP 2 TIES)
FINISHED GRADE
BACKFILL AND SEED
a
INSTALL ELECTRIC WIRE
AND 1" (TYP.) CONDUIT MIN.
TWO FEET BELOW GRADE
5 0 1 �► r ■ a
not to scale
�5.0CONCRETE SIDEWALK SECTION 3.0 PRECAST CONCRETE WHEEL STOP 2.0 CONCRETE SITE LIGHT PEDESTAL � ®0
C4.01 010,0 not to scale ,C4.0C10r0 not to scale C4,011 010.0 not to scale 04.0 011
Photornetrics
Legend:
10 Footcandles —
4 Footcandles
2 Footcandles
1 Footcandles
5 Footcandles
Light Fixture
Exceline SMR Parking Euminicres
20' Mounting Height
Model # SMR MA 40OW MH
Site Lighting Notes:
1. Light fixture photometrics calculated for single fixture Lightolier Exceline
"SMR" Luminaire with a 40OW metal halide lamp mounted on a TWENTY (20)
foot pole with a I.E.S. Type II Distribution. Iso—footcandle lines are
approximate and actual footcandle measurements may vary from those
indicated.
2. Prior to Substantial Completion, Contractor shall verify that light spillover
along property lines bordering Dickerson Road and the adjacent properties
does not exceed .5 footcandles. In the event light spillover is in excess of .5
footcandles, Contractor shall install light glare shields (such as Lightolier
Exceline RL550) on offending light fixtures, at no additional cost to Owner.
Contractor shall retest light spillover to verify that glare shields reduce
spillover to less than .5 footcandles. Each outdoor luminaire equipped with a
lamp which emits 3,000 or more maximum lumens shall be arranged or
shielded to reflect light away from adjoining residential districts and away
from adjacent roads. The spillover lighting from outdoor luminaires onto public
roads and property in residential or rural areas zoning districts shall not
exceed one—half (1/2) foot candle.
3. Exterior lighting circuits to be controlled by time clock. See building plans
for further information.
4. Area lighting shall be 277volts.
5. All area lighting light fixtures and monument signs shall be fed by
underground circuits.
SITE LIGHT SPECIFICATIONS
not to scale
i M
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
229012 9 (434f 295.7137
Owner:
#4 REBAR STANDARD CG -2
MODIFIED CG -7 K2" 5" 2"
(WHERE NO
R1
BACKFILL)
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v4" :1'
4,9
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PAVEMENT
711
NOTE:
LLJ
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6"
DKIDGE 5TANDAKD5 FOK
» 3000 psi CONCRETE
CON5TKUC11ON 5FECIFICATION5.
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C4,0 C10
HANDHi
GROUNDING I
#10 BARE GROI
WIRE IN Y2" HEj
WALL P.V.C. CONE
3/4" X 10'-0"
COPPER CLAD
GROUND ROD
not to scale
EDGE OF CONCRETE
FOOTING (2" ROUND DIAM.)
a�
ANCHOR BOLT
PLAN HOLES PER
NTS MANUFACTURER
ALL SIDES
FIXTURE & POLE HEIGHT:
(20' Height)
SQUARE ALUMINUM COVER PLATE
Wl TYP. GALVANIZED ANCHOR BOLT
6 #6 VERTICAL REBARS WITH
#3 TIES 12" O.G.
(EXCEPT {a7 3" O.C. FOR TOP 2 TIES)
FINISHED GRADE
BACKFILL AND SEED
a
INSTALL ELECTRIC WIRE
AND 1" (TYP.) CONDUIT MIN.
TWO FEET BELOW GRADE
5 0 1 �► r ■ a
not to scale
�5.0CONCRETE SIDEWALK SECTION 3.0 PRECAST CONCRETE WHEEL STOP 2.0 CONCRETE SITE LIGHT PEDESTAL � ®0
C4.01 010,0 not to scale ,C4.0C10r0 not to scale C4,011 010.0 not to scale 04.0 011
Photornetrics
Legend:
10 Footcandles —
4 Footcandles
2 Footcandles
1 Footcandles
5 Footcandles
Light Fixture
Exceline SMR Parking Euminicres
20' Mounting Height
Model # SMR MA 40OW MH
Site Lighting Notes:
1. Light fixture photometrics calculated for single fixture Lightolier Exceline
"SMR" Luminaire with a 40OW metal halide lamp mounted on a TWENTY (20)
foot pole with a I.E.S. Type II Distribution. Iso—footcandle lines are
approximate and actual footcandle measurements may vary from those
indicated.
2. Prior to Substantial Completion, Contractor shall verify that light spillover
along property lines bordering Dickerson Road and the adjacent properties
does not exceed .5 footcandles. In the event light spillover is in excess of .5
footcandles, Contractor shall install light glare shields (such as Lightolier
Exceline RL550) on offending light fixtures, at no additional cost to Owner.
Contractor shall retest light spillover to verify that glare shields reduce
spillover to less than .5 footcandles. Each outdoor luminaire equipped with a
lamp which emits 3,000 or more maximum lumens shall be arranged or
shielded to reflect light away from adjoining residential districts and away
from adjacent roads. The spillover lighting from outdoor luminaires onto public
roads and property in residential or rural areas zoning districts shall not
exceed one—half (1/2) foot candle.
3. Exterior lighting circuits to be controlled by time clock. See building plans
for further information.
4. Area lighting shall be 277volts.
5. All area lighting light fixtures and monument signs shall be fed by
underground circuits.
SITE LIGHT SPECIFICATIONS
not to scale
i M
THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
229012 9 (434f 295.7137
Owner:
Crutchfield Corp.
1 Crutchfield. Place
Chariottesx,ille, Virginia.
P: (434) 817-1000
P: (434) 817-1010
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DETAILS
Job Number:
04-170
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Date:
June 3, 2005
Revision:
December 13, 2004
January 17, 2005
February 28, 2005
June 3, 2005
Scale:
As Noted
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LIMITS (TYP) -
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THE COX COMPANY
Planners - Landscape Architects
Civil Engineers - Urban Designers
220 East High Street
Charlottesville - Virginia
22902 0 (434) 2957131
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
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EROSION
& SEDIMENT
CONTROL
A
PLN - PH.2
Job Number:
04-170
H
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CFk -RFICA rF NO
Z719 141
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Date: June 3, 2005
Revision:
December 13, 2004
January 17, 2005
February 28, 2005
June 3, 2005
Scale:
1"=30'
Sheet No.:
ES—1 .l
@S
SILT FENCE
EXTEND FILTER FABRIC
INTO TRENCH
STAKE AKE
A
�f1T =ITF—=i ,
THE EXCAVATED SOiL.
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.
TYPICAL TREATMENT — 1
B/M (SOIL STABILIZATION BLANKET)
WSTALLAION CRITERIA
JUNCTION SLOT
CHECK SLOT
TERMINAL FOLD
—LAP JOINT 2" MIN.
(JUTE MESH ONLY)
TAMP FIRMLY
ANCHOR SLOT
.r
6" TO 12"
TAMP FiRMLY CHECK SLOT
6'" TO 12"
rl�
ANCHOR SLOT
12'° MAX. 4:1 OR FLATTER
6" MAX. STEEPER THAN 4:1 _
EDGE AND END JOINTS
TO BE SNUGLY ABUTTED
II I
(JUTE MESH WILL HAVE I
STAPLED LAP JOINT IN j
LIEU OF EDGE JOINT)
I I I I I I I
I
i I I
5' MAX. 4:1 OR FLATTER
T MAX. STEEPER THAN 4:1
I i
I I{ I I ► I
I II i II
I i t I i
* CHECK SLOT FIR I I I I _11
I I I I I 1
I 1
( I ' VAR. I WAR.
6° To 8" MIN. PLAN VIEW/
STAPLING DIAGRAM
STAPLE FORMED FROM NO. 11 STEEL WIRE. CHECK SLOTS AT MiN.
8" STAPLE MIN. LENGTH FOR SANDY SOIL, 50' C -C INTEfRVALS;
6" STAPLE MIN. LENGTH FOR OTHER SOiL. NOT REQ.'D'WiTH ALL
"COMBINATRON"
BLANKETS
JUNCTION SLOT TERMINAL FOLD
a — TAMP FIRMLY °°"'--- TAMP FIRMLY
�- 12"MIN.
-�
�— 4" MIN. —I
6" TO 12"
jDTEMPORARY SEEDING
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
PLANTING DATES
SPECIES
RATE (Ibs./acre)
SEPT. 1 - FEB. 15
50/50 MIX OF
ANNUALRYEGRASS
(Lolium multiflorum)
&
50-100
CEREAL (WINTER) RYE
(Secale cereale)
FEB. 16 - APR. 30
ANNUAL RYEGRASS
60-100
(LDlium multiflorum)
MAY 1 - AUG. 31
GERMAN MILLET
50
(Setaria italica)
PLASTIC SAFETY FENCE
CONVENTIONAL METAL
(T) OR (U) POSTS
POLYETHYLENE FABRIC
(ATTACH TO POSTS WITH
METAL WIRES)
5"-0" MIN
6'-0" MAX aw
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
WIRE SCREEN
--------------
RUNOFF
WATER WITH OVERFLOW
SEDIMENT
CURB INLET
GRAVEL FILTER
f�
CONCRETE BLOCK
FILTERED WATER
SEDIMENT CURB INLET
WIRE SCREEN 2" X 4" WOOD STUD
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.
EROSION AND SEDIMENT CONTROL NOTES
Crutchfield Corporation
Site Plan Amendment: Erosion & Sediment Control Plan
The County of Albemarle, Virginia
ES -1 Unless otherwise indicated, all vegetative and structural erosion and sediment
control practices wilt be constructed and maintained according to minimum
standards and specifications of the Virginia Erosion & Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment
Control Regulations,
ES -2 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 -3 All erosion and sediment controls measures are to be placed prior to or as the
first step in clearing.
ES -4 A copy of the approved erosion and sediment control plan shall be maintained
on-site at all times,
ES -5 Prior to commencing land disturbing activities in the areas other than indicated
on the 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 Albemarle County Department of Community
Development.
ES -6 The contractor is responsible for installation of any additional erosion control
measures necessary to prevent erosion and sedimentation as determined by
Albemarle County Department of Community Development.
ES -7 All 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 -9 The contractor shall inspect all erosion control measures periodically and after
each runoff -producing rainfall event. Any necessary repairs of cleanup to
maintain the effectiveness of the erosion control devices shall be made
immediately.
CE GRAVEL CONSTRUCTION ENTRANCE
OUTLET PROTECTION
A q
gate
'IPE OUTLET TO FLAT
`IREA WITH NO DEFINED
,HANNEL
L a
0%
d
T -
SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR
ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
• • •
• • • •.
• • •do• •'
'. • - •
EROSION AND SEDIMENT CONTROL NARRATIVE
Crutchfield Corporation
Site Plan Amendment: Erosion and Sediment Control Plan
The County of Albemarle;, Virginia
PROJECT DESCRIPTION
The scope of this E&S narrative and plan is for the purpose of developing soil in preparation for
an addition to the existing Crutchfield Industrial Warehouse. The contents of this plan are
intended to prepare the site for grading activities associated with paving the existing gravel
parking areas.
A total of approximately 4.9 acres will be disturbed during construction
EXISTING SITE CONDITIONS
The existing topography for the area on the plan containing the parking area has been
developed previously for gravel parking. It slopes at approximately 2-7%. The area is generally
established and presently has gravel travel ways and ground cover containing brush, shrubs
and grasses. The area abuts an existing asphalt paved entrance road to the existing facility.
The existing topography between Dickerson Road and the parking area consists of
approximately 3:1 manmade slope along the edges.
ADJACENT AREAS
The project site is located directly adjacent to existing industrial, airport and one residential
property. These properties include: the Charlottesville -Albemarle Regional Airport, Airport
Industrial Park, currently undeveloped industrial parcels, and a residential parcel. Dickerson
Road borders the subject property to the southwest. The entrance to the site is on Dickerson
Road. Their eastern neighbors are primarily industrial parcels with the exception of the Miller
residence. The Airport Industrial Park occupies the property to the north. The western neighbor
is Charlottesville -Albemarle Regional Airport property. The entire watershed for the project is a
tributary to the Rivanna River,
OFF-SITE AREAS
All land disturbing activities for this plan shall occur on-site and within the limits of project shown
on the plans. At this point, off-site borrow and waste locations are not established. Separate
erosion control plans will be required for off-site land disturbing activities.
SOILS
This site is located in a geologic area referred to as the Piedmont 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 weathered
from the Catoctin formation which consists of basic lava flows, schist, and gneiss composed of
chlorite, plagioclase, amphiobole, and epidote. The soils observed here appear to be
weathered from metamorphosed sedimentary soils such as phyllite and schist.
The map units on the detailed soil map depicted on the Erosion and Sediment Control Plan,
represent the soils in the survey area. The map unit descriptions, along with the soil maps, can
be used to determine the suitability and potential of a soil for specific uses, and, precautionary
erosion and sedimentation control measures which must be adhered to. They also can be used
to plan for the management needed for those uses. The profile of the soil classifications
follows:
Hayesville Loam (3613): This deep, gently sloping (2-7%), well -drained soil is on broad, convex
ridge top. Typically, the surface layer is brown and strong brown loam about seven (7) inches
thick. The subsoil is red clay and red clay loam about fifty-one (51) inches thick. The
substratum is mostly multicolored sandy clay loam derived from strongly weathered granite
gneiss. Permeability and available water capacity are moderate. Shrink -swell potential is low.
Runoff is moderate, and the hazard of erosion is moderate. Bedrock is generally at a depth of
five (5) feet or more.
Hayesville Loam (36C): This deep, strongly sloping (7-15%), well -drained soil is on narrow,
convex ridge tops and on side slopes. Typically, the surface layer is brown and strong brown
loam about seven (7) inches thick. The subsoil is red clay and red clay loam about fifty-one (51)
inches thick. The substratum is mostly multicolored sandy clay loam. Permeability and
available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the
hazard of erosion is severe. Bedrock is generally at a (depth of five (5) feet or more.
Louisburg Sandy Loam (47C): This deep, stromgly sloping (7-15%), well drained to
excessively well drained soil is on convex ridge tops, on points of ridges and on side slopes.
Typically, the surface layer is brown sandy loam about tfive (5) inches thick. The subsoil is about
eighteen (18) inches thick yellowish brown sandy loarm. The substratum is brown and yellow
partially weathered bedrock that crushes to sandy loam to a depth of about 60 inches.
Permeability is rapid, and available water capacity is low. Runoff is rapid, and the hazard of
erosion is severe. The subsoil has very low shrink -swell potential. Bedrock is generally at a
depth of more than forty-eight (48) inches.
Louisburg Sandy Loam (47D): This deep, moderately steep (15-25%), well drained soil k on
convex ridge tops, points of ridges and side slopes, Typically, the surface layer is brown sndy
loam about five (5) inches thick. The subsoil is about eighteen (18) inches thick yellowish brown
sandy loam. The substratum is brown and yellow pairtially weathered bedrock that crushes to
sandy loam to a depth of about 60 inches. Permeability is rapid, and available water capacity is
low. Runoff is rapid, and the hazard of erosion is severe. The subsoil has very low shrink -swell
potential. Bedrock is generally at a depth of more than forty-eight (48) inches.
Pacolet Sandy Loam (6513): This deep, gently sloping (2-7%), well drained soil is on narrow to
broad, convex ridgetops. Typically, the surface layer of this soil is brown sandy loam about six
(6) inches thick. The subsoil is yellowish red and red clay loam and clay about twenty-six (26)
inches thick. The substratum is multicolored red, yelllowish red, and strong brown sandy clay
loam to a depth of sixty (60) inches. Permeability is rmoderate, and available water capacity is
low. Surface runoff is moderate with moderate erosiion hazard. Subsoil has low shrink -swell
potential. Bedrock is generally at a depth of four (4) feet.
Pacolet Sandy Loam (65C): This deep, strongly sloping (7-15%), well drained soil is on
narrow, convex ridgetops, and convex side slopes. Typically, the surface layer of this soil is
brown sandy loam about six (6) inches thick. The subsoil is yellowish red and red clay loam and
clay about twenty-six (26) inches thick. The substratum is multicolored red, yellowish red, and
strong brown sandy clay loam to a depth of sixty (60) inches. Permeability is moderate, and
available water capacity is low. Surface runoff is rapids with severe erosion hazard. Subsoil has
low shrink -swell potential. Bedrock is generally at a depth of four (4) feet.
CRITICAL AREAS
There are critical slopes along Dickerson Road and (existing drainage paths on-site. All of the
critical slopes described were man-made during the: grading activity associated with existing
asphalt paving on-site.
EROSION AND SEDIMENT CONTROL MEASURES
The contractor shall provide, construct and maintain erosion and sediment control measures on
the site, in accordance with the Virginia Department of Transportation and the Counly of
Albemarle erosion and sediment control measures (rrefer to the Erosion and Sediment Control
Plan sheet). All vegetative and structural erosion and sediment control practices shall be
constructed and maintained according to minimum sttandards and specifications of the Virginia
Erosion and Sediment Control Handbook.
Permanent or temporary soil stabilization shall be a pplied to denuded areas within seven (7)
days after final grade is reached on any portion of the site. Temporary soil stabilization shall be
applied within seven (7) days to denuded areas that may not be at final grade but will remain
dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to
areas that are to be left dormant for more than one year.
Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact
and flowing water. Applicable practices include vegetative establishment, "mulching, and the
early application of gravel base on areas to be stone. Soil stabilization measures should be
selected to be appropriate for the time of the year, site conditions, and estimated duration of
use.
Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to
trap sediment shall be constructed as a first step in any land -disturbing activity and shall be
made functional before upslope land disturbance takes place.
Stabilization measures shall be applied to earthen structures such as dams, dikes and
diversions immediately after installation.
Where construction vehicle access routes intersectt paved public roads, provisions shall be
made to minimize the transport of sediment by vehicwlar tracking onto the paved surface. Where
sediment is transported onto a public road surface, tthe road shall be cleaned thoroughly at the
end of each day. Sediment shall be removed fromi the roads by shoveling or sweeping and
transported to a sediment control disposal area. Street washing shall be allowed only after
sediment is removed in this manner. This provision shall apply to individual subdivision lots as
well as to larger land -disturbing activities.
The following structural practices will be implemented according to the requirements set forth by
the Virginia Erosion and Sediment Control.
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 Application: Safety fence will be used at areas where pedestrians may come into
contact with the planned work.
bi Paved Construction Entrance (3.02)
A seventy (70) feet paved entrance shall be placed at the point of vehicular ingress and egress
on the construction site. This area shall be used for lwashing 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 after sediment is removed in this manner. This provision shall apply to individual
subdivision lots as well as larger land disturbing activities.
Specific Application: A construction entrance shall be, utilized where shown on plan.
0. Construction Road Stabilization (3,03)
Temporary stabilization with stone of access roads, subdivision streets, parking areas and other
traffic areas immediately after grading to reduce erosion caused by vehicles during wet weather,
and to prevent having to regrade permanent roadbeds between initial grading and final
stabilization.
Specific Application: Construction road stabilization shall be applied in areas which require
stabilization after preliminary and fine grading. These areas include but may not be limited to
the travelways.
d1 Silt Fence (3.05)
A temporary sediment barrier consisting of synthetic filter 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.
Specific Application: Silt fence will be used where shown on the plan.
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.
Specific Application: Inlet protection will be used around storm drainage inlets and curb inlets.
f� Temporary Diversion Dike (3.09)
A temporary ridge of compacted soil constructed at the top or base of a sloping disturbed area.
Used to divert sediment -laden runoff from a disturbed area to a stabilized outlet.
Specific Application: Diversion Dikes will be used to divert runoff to the traps.
gZ Diversion (3.12)
A channel constructed across a slope with a supporting earthen ridge on the lower side. Used
to reduce the slope length and to intercept and divert stormwater runoff to stabilized outlets at
non-erosive velocities.
Specific Application: Diversion will be used in phase 1 to divert water by the access route.
ment Trap (3.13
)hZ Temporary Sedi
A temporary ponding area formed by constructing an earthen embankment with a stone outlet.
It is used to detain sediment -laden runoff from drainage areas less than three acres for enough
time to allow most of the sediment solids to settle out. It can be constructed only where there is
sufficient space and appropriate topography. Maximum effective life is 18 months.
Specific Application: Sediment traps will be used to detain runoff on the site at the perimeter of
the work area.
1 Outlet Protection (3.18)
Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of
pipes or paved channel sections. To prevent scour at stormwater outlets and minimize
downstream erosion.
Specific Application: This form of protection shall be performed on all stormwater outlets by
using riprap.
jZ Surface Roughening (3.29)
This erosion and sedimentation control measure involves creating horizontal depressions on
slopes or leaving slopes in a roughened condition by not fine -grading them. This is done to aid
in the establishment of vegetative cover or seed, to reduce runoff velocity and increase
infiltration, and to reduce erosion and provide for sediment trapping.
Specific Application: This form of protection shall be performed on all slopes 3:1 or greater as
shown on the accompanying E&S Plan. Slopes less steep than 3:1 should have the soil lightly
roughened and loose to a depth of 24" prior to seeding.
kh Temporary Seeding (3.31)
The establishment of a temporary vegetative cover on disturbed areas by seeding with
appropriate rapidly growing annual plants. This protects slopes exposed during construction
until permanent vegetative cover can be established. Temporary seeding will apply to all areas
on the site that will not be brought to final grade for periods of thirty (30) days to one year.
Selection of the appropriate seed mixture depends upon the time of year it is to be applied (See
schedule on E&S details sheet.)
Specific Application: Temporary seeding shall be applied to all denuded areas prior to
permanent stabilization. Temporary seeding shall be used on all fill slopes and diversions.
D. Permanent Seeding (3.32)
Establishment of perennial vegetative cover by planting seed on rough -graded areas that will
not be brought to final grade for a year or more or where permanent, long-lived vegetative cover
is needed on fine -graded areas.
Specific Application: Permanent seeding will be applied to all portions of disturbed area,
m1Soil stabilization Blankets & Matting (3.36)
Stabilizing disturbed areas of a steep slope, channel, or a shoreline by applying protective
covering on a prepared area. The matting will protect the young vegetation and promote its
establishment while increasing the permissible velocity of turf grass stands.
Specific Application: Where concentrated stormwater flows overland to the existing basin.
Where deemed necessary by the Responsible Land Disturber or County Inspector.
1 Dust Control (3.39)
Reducing surface air movement of dust during land disturbances, demolition or construction
activities in areas subject to dust problems in order to prevent soil loss and reduce the presence
of potentially harmful airborne substance.
Specific Application: Dust control shall be applied as necessary.
PERMANENT STABILIZATION
All areas disturbed by construction will be stabilized with permanent seeding immediately
following finish grading. All seeds will be approved by the "Virginia Crop Improvement
Association," Blacksburg Virginia. All seeding, excluding the stormwater management basin will
be done with the following:
Two (2) parts Kentucky Bluegrass (Poa pratensis), by weight; minimum 98% purity and 90%
germination; maximum 1% weed seed.
Three (3) parts perennial Ryegrass (Labium perrene) by weight; minimum 85% purity and 90%
germination; maximum I% weed seed.
Fifteen (15) parts Falcon Fescue; minimum 98% purity and 90% germination; maximum 1%
weed seed.
Note: See the Stormwater Management Plan for special seeding of the basin.
Permanently seeded areas shall be protected during establishment.
Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant
life, and dry. Hay or chopped cornstalks will not be permitted.
Mulch and/or lime 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; recommended for
grass, with one hundred (100) percent of the elements derived from organic sources of the
following properties:
a) Nitrogen 12.0%
b) Phosphoric Acid 8.0%
c) Soluble Potash 8.0%
With at least fifty (50) percent of the nitrogen from a non -water soluble organic source.
The following measures shall be incorporated during fertilization:
Apply fertilizer at a rate of 1000 lbs./acre.
Apply after smooth raking of topsoil.
Do not apply fertilizer at same time or with same machine as will be used to apply seed.
Till fertilizer into upper two (2) inches of topsoil.
Lightly water dry topsoil to depth of six (6) inches at least forty eight (48) hours prior to seeding
to obtain a loose friable seed bed and to aid in the dissipation of fertilizer.
The following rates and practices will be adhered to for all seeding that occurs on-site:
Apply seed a rate of 6-lbs./1000 sq. ft. evenly at right angles with a spreader or seeding
machine. Rake in lightly, covering seed to depth of 1/8 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 dry, or during windy periods.
Roll seeded area with roller not exceeding 112 lbs.
Immediately following seeding and compacting apply mulch to a thickness of one (1) inch.
Maintain clear of shrubs and trees.
Apply water with a fine spray immediately after each area has been mulched. Saturate to six (6)
inches of soil.
MAINTENANCE
All erosion and sediment control measures must be maintained and repaired immediately to
insure 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 after 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 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 the disturbed
soil areas resulting from the disposition of temporary measures shall be permanently stabilized
to prevent further erosion and sedimentation.
STORMWATER MANAGEMENT
A. Stormwater management for the project will be implemented by a new stormwater extended
detention basin located on-site adjacent to the Airport Industrial Park. The current stormwater is
treated downstream by the existing off-site facility and the intent of this plan is for the runoff to
be treated on-site, and then continue to the downstream off-site basin. The on-site basin is
designed to satisfy all requirements for treatment on-site.
B. A small portion of the site in the western most corner that does not drain to the basin will
have an increase of impervious surface. This increase will be mitigated by the installation and
implementation of "Filterra" precast biofilters located in the parking lot.
ji i
��
THE COX. COMPANY
Planners � Landscape Architects
Civil Engineers o Urban Designers
220 East High Street
Chatlottesvl7le o Virginia
22902 a 1434) 295.7731
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virginia
P: (434) 817-1000
F: (434) 817-1010
Job Number:
04-170
m ®�
rj F,CRAAV?� 0. COX, JR7
CEfG'TIFiCATE NO,
7719 �u
0 \�1v
SS"0NA 7\4
Date:
June 3, 2005
Revision:
December 13, 2004
January 17, 2005
February 28, 2005
June 3, 2005
PLANT SPACING AS PER PLAN,
ADJUST SPACING AS NECESSARY
01 Kl_rlKlr�_ Dc:n
I U C V E -114L I FILL
0
IN M,
IggKouM
lzWATO 11
co
12" MIN. PLATING SOIL. USE STORE -111,
EXISTING TOPOSOIL AND/OR
IMPORTED TOPSOIL. I
WN NUM i•.
17�
o
<0
fl
L-1
RW SET TOP OF ROOTBALL 1" MIN.
pt:�, ABOVE FINISHED GRADE
MULCH 3" DEEP IMMEDIATELY AFTE
PLANTING AND WATER THOROUGH
MAINTAIN SAUCER ON LOWER
SIDES OF PLANT TO RETAIN WATER
BACKFILL PIT WITH STORED
EXISTING OR IMPORTED TOPSOIL
TO,Y3 FULL.
WATER TO SETTLE SOIL, THEN
BACKFILL TO FINISHED GRADE.
0
O 0
it��iimgimmiiii II—III—II
I
I Z__ � Ell
CUT AND REMOVE BURLAP
FROM TOP 2/3 OF ROOTBALL
20" + BALL DIA.
I
rn
SET TOP OF ROOTBALL 1" MIN.
ABOVE FINISHED GRADE
FORM SAUCER WITH 00 MULCH 3" DEEP IMMEDIATELY AFTER
3" HT WATERING BERMIIPIIIIlIIIIIIIIII PLANTING AND WATER THOROUGHLY.
T_T
BACKFILL PIT WITH STORED III—III— . -1 I I=) I I-II
EXISTING OR IMPORTED TOPSOIL
TO Y3 FULL. -1 I I I I i-1 i 1=1 I
WATER TO SETTLE SOIL, THEN CUT AND REMOVE BURLAP
BACKFILL TO FINISHED GRADE.IPI
F, FROM TOP 2/3 OF ROOTBALL
20" + BALL DIA.-
GROUNDCOVER PLANTING DETAIL SHRUB PLAINTING ON SLOPES. SHRUBPLANTING
SCALE: NOT TO SCALE SCALE: NOT O, -r SCALE
SCALE: NOT TO SCALE
NOTE:
STAKE TO FIRST BRANCHES
AS NECESSARY FOR
FIRM SUPPORT
WIRE SHALL NOT TOUCH
OR RUB ADJACENT
TRUNKS OR BRANCHES
2" X® 2" HARDWOOD STAKES
DRI'VEN FIRMLY A MINIMUM OF
18" INTO THE SUBGRADE
PRPOR TO BACKFILLING
2 S-TRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
MULCH 3" DEEP IMMEDIATELY AFTER IN RUBBER HOSE 6 - 9"
PLANTING AND WATER THOROUGHLY. FRCDM TOP OF STAKE
2 W/IRE SUPPORTS SHALL BE
FORM SAUCER WITH USED ON MAIN STRUCTURAL
3" HT WATERING BERMBR)ANCHES
1_7
.II III
=1 11=III=i i-:-:.�:_�:-:::_ :=:�.. =1 11=III ;III;
I F
BACKFILL PIT WITH STORED
EXISTING OR IMPORTED TOPSOIL
TO Y3 FULL.
WATER TO SETTLE SOIL, THEN
BACKFILL TO FINISHED GRADE.
3 X BALL DIA.
* 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
GUYING WIRES 2 STRAND TWIST
12 GUAGE WIRE
3 2"X4"X24" PRESS TREATED
STAKES - TOP OF STAKE
6" ABOVE GROUND
re-ya-TE-TOWN&W
* 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
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 — —I I i-
REMOVE AIR POCKETS
a �01 ft
(MULCH 2" DEPTH
IMMEDIATELY AFTER
PLANTING AND WATER
THOROUGHLY.)
�c
z
MULCH
:D
.0 TREE PLAINTING - VERTICAL STAKE&
10 MULTI -TRUNK TREE STAKING (2,0 TREE PLANTINu GUY WIRES
SCALE: NOT TO SCALEL1SCALE: NOT TO SCALE SCALE: NOT TO SCALE L1.0 1
220 East thigh Street
Charlottesville - Virginia
22902 - (434) 295.7731
Owner:
Crutchfield Corp.
1 Crutchfield Place
Charlottesville, Virgirda
P: (434) 817-1000
F: (434) 817-1010
DETAIL
Job Number:
0)4-170
H OP
FRANK 0. COX
CEZRFICA1rtV
-719
4
4Q Q
Al
810 NAU
Date:
June 3, 2005
Revision:
January 17, 2005
February 28, 2005
June 3, 2005
Sheet No.:
0
1 8 of 18