HomeMy WebLinkAbout62-07 Kohl's Distribution Fac. - Trailer Storage Expansion - Shawnee - Backfile (2)GENERAL NOTES
1. The property delineated on this plan is located near the Winchester Regional Airport along Admiral Byrd Drive
in the Shawnee Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to
create additional outdoor storage space for shipping trailers. The expansion will result in approximately 35,942
square feet of additional asphalt pavement area, allowing for 59 additional trailers. These plans reference the
original approved site plan #69-98 and recent approved trailer expansion site plan #49-06.
2. Property Owner: Contact: Mr. Dan Stange
KOHL'S Winchester Distribution Center
300 Admiral Byrd Drive
Winchester, VA 22602 Telephone: (540) 723-4004
3. Engineer/Landscape Architect: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone: (540)
662-5792
4. Property boundary and topographic
information shown on these plans
was provided by Ritchie Surveys, Inc.
5. Site Data:
Tax Map No:
64-A-40E
Parcel Area:
53.33 Acres
Construction Area:
2.2 Acres (approximately)
Zoning:
M-1, Light Industrial District
Use:
Warehouse/Distribution
Front Yard Setback:
Required - 75'
Rear Yard Setback:
Required - 25'
Side Yard Setback:
Required - 25'
Maximum Building Height:
Allowed - 60'
Maximum FAR:
Allowed - 1.0
Proposed Total Floor Area= 424,384
SF= 0.1827
Minimum Landscape Area:
Required - 25% Provided -
49%
Proposed Building/Pavement Area=1,182,532+/-SF
Landscape/Woods/Storm Water Areas=1,137,909+/-SF
6. Parking Lot Requirements:
Side Property Line Setback
Required - 5' Provided
- 25'+
ROW Line Setback
Required - 25' Provided
- 30'+
7. Parking Space Requirements: Please refer to previously approved site plans: #69-98 and #49-06.
8. Loading Space Requirements: Please refer to previously approved site plans: #69-98 and #49-06.
9. Trailer Storage: Number of existing trailer storage spaces: 130 spaces
Proposed trailer storage spaces: 59 spaces
Total number of trailer storage spaces: 189 spaces
9. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29.
HC ramps off site shall be constructed per VDOT standards.
10. Lighting: No additional site lighting is proposed for this project. All existing lighting shall remain in place.
11. Buffering Requirements:
The adjacent zoning to this area of development is RP which requires a Category "C" buffer. A 200' distance
buffer has been provided which includes a 150' inactive buffer area and a 50' active buffer area. Due to
existing topography and vegetation, no additional landscape screening was provided for this development.
However, supplemental plantings may be required at the time of inspection.
12. Environmental Features:
Wetlands - No wetlands have been identified within the construction area.
Flood Plains - FIRM Community Panel Number 510063 01158 shows the area adjacent to the Buffalo Lick Run
channel. No disturbance of the flood plain area will occur in the conjunction with this project.
Sinkholes - No sinkholes have been identified within the construction area.
Steep Slopes - Steep slopes are defined by the Frederick County Zoning Ordinance as land areas where the
slope exceeds 50%. No areas of steep slopes have been identified within the construction limits provided on the
plans.
13. Utilities: No new utilities are proposed with this expansion. If conflicts occur with existing utilities that
require the utility line to be relocated, the relocation shall be installed underground.
CONSTRUCTION NOTES
1.) The existing utilities shown on these plans are based on available information.
The CONTRACTOR shall be responsible for determining the exact location of all
utilities before commencing work and for any damages which occur by the failure
to locate and preserve these utilities. If the CONTRACTOR should encounter
utilities other than those shown on these plans, the CONTRACTOR shall immediately
notify the engineer and take the inecessary and proper steps to protect the facility
and assure the continuance of service.
2.) The CONTRACTOR shall have approved construction drawings prior to the start
of construction. At least one copy of approved plans and revisions shall be kept
on -site at all times.
3.) Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise
called for on the plans.
4.) Controlled Fills:
A. Controlled compaction shall occur in all fill sections for pavement,
trenches for utilities and in other areas as designated on the plans.
B. Controlled fills shall be compacted to 95% density as determined by
methods per standard proctor ASTM D 698. Density shall be verified by
a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the
specified density, beginning from the existing ground surface, unless
otherwise approved in writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be
cleared, grubbed, and stripped of topsoil. The area is then to be
scarified and compacted to a depth of 6 inches to the some density
as the controlled fill to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be
clean soil, free of roots, woody vegetation, oversized stones, rocks,
sandy soil, or other objectionable material.
15). Blasting is not permitted within 25 feet of existing utilities without owner
permission.
6). All radii indicate edge of gravel, edge of pavement or face of curb as
applicable.
7). Fire lanes shall be delineated as directed by the Frederick County Fire Marshall.
8). The CONTRACTOR shall coordinate the relocation of the existing utilities with
the appropriate utility company as necessary. All utilities shall be placed
underground.
9). The CONTRACTOR shall relocate the existing 8' chain link fence as directed by
the OWNER or generally as shown on these plans.
KM MRL DI T I' UTIOO FA ILIT
H
T IL T E
0 104 1 T n I I'I
COUNTY OF FREDERICK
FREDERICK COUNTY, VIRGINIA
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND D1ISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
64-A-40J
SEARS -SMITH PARTNERSHIP
ZONED M-1
USE: VACANT
8.7241 ACRES
64-A-401
BERMEL, MICHAEL J.
ZONED M-1
USE: VACANT
23.6972 ACRES
MUNICIPAL
ARPOR117
SITE
A
0
A
MM
64F-1-8
TRIAD ENGINEERING INC.
SECTION 1 LOT 8
i
ZONED M-1
�^
USE: OFFICE
3.67 ACRES
00
` 64F-1-6A
A S FAMILY LIMITED PARTNERSHIP
SECTION 1 LOT 6
ZONED M-1
USE: OFFICE
10.82 ACRES
AIRPORT BUSINESS PARC BUILDI
ZONED M-1 i , ; • 1
USE: BUILDING
3.94 ACRES i
,
,
C ,
C `
64-A-40P
AIRPORT BUSINESS PARC LLC. \\\
ZONED M-1 �� \ ' S ®, , ,
USE: ACCESS KOH` \, ` ° • 1
35.51 ACRES , `\ �\ \� \
Q
TRAILER STORAGE EXPANSION AREA
BUFFALO LICK
640-8-2-66A
RED FOX HOMEOWNERS ASSOC. INC.
ZONED RP
USE: OPEN SPACE
10.91 ACRES
PROJECT OVERVIEW
1 " = 200'
ABBREVIATIONS
ASSY. ASSEMBLY
B.F. BASEMENT FLOOR
BLK. BLOCK
BC BOTTOM OF CURB
BML BUILDING MOUNTED LIGHT
BP BREAK POINT
BSBD. BASEBOARD
CG-2 VDOT CURB
CG-6 VDOT CURB & GUTTER
CIP CAST IN PLACE CONCRETE
CL CLASS
CMF CONCRETE MONUMENT FOUND
CPP CORRUGATED POLYETHYLENE PIPE
CMP CORRUGATED METAL PIPE
CMPA CORRUGATED METAL PIPE ARCH
CO CLEAN OUT
DIA. DIAMETER
DS DOWNSPOUT
EOP EDGE OF PAVEMENT
EOG EDGE OF GRAVEL
EX. EXISTING
F.F. FIRST FLOOR
F.F.E. FINISHED FLOOR ELEVATION
FDC FIRE DEPARTMENT CONNECTION
FG FACE OF GUTTER
FH FIRE HYDRANT
F.L.S. FIRE LANE SIGN
F.L.T. FLOOD LIGHT
Ga. GAUGE
GM GAS METER
GV GAS VALVE or GATE VALVE
HCR HANDICAP RAMP
HB HOSE BIB
HDR CURB 6" HEADER CURB
HP HIGH POINT
HTR. HEATER
INC INCREASER
INV INVERT
IPF IRON PIPE FOUND
IPS IRON PIPE SET
LP LOW POINT
LT. LIGHT
MLP METAL LIGHT POLE
MPD MULTI -PRODUCT DISPENSER
MP METAL POST
MH MANHOLE
NDC NOSE DOWN CURB
N.P.S. NO PARKING SIGN
NLT NO LEFT TURN
NRT NO RIGHT TURN
N.T.S. NOT TO SCALE
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PIV POST INDICATOR VALVE
PL PROPERTY LINE
PP POWER POLE
PROP. PROPOSED
PVMT PAVEMENT
RCP REINFORCED CONCRETE PIPE
R.D. ROOF DRAIN
RED. REDUCER
R.O. ROCK OUTCROP
SAN. SANITARY
SEW. SEWER
STD. STANDARD
T.B.D. TO BE DEMOLISHED
T.B.R. TO BE REMOVED
T.B.P. TO BE PRESERVED or PROTECTED
TB or T.B. THRUST BLOCK
TC TOP OF CURB
TEL. TELEPHONE
TRB TELEPHONE RISER BOX
TVRB TELEVISION RISER BOX
TYP or TYP. TYPICAL
UGE UNDERGROUND ELECTRIC
UGG UNDERGROUND GAS
UG CATV UNDERGROUND CABLE T.V.
UGT UNDERGROUND TELEPHONE
XFMR ELECTRIC TRANSFORMER
WL WATERLINE
WM WATER METER
WPP WOOD POWER POLE
WTP WOOD TELEPHONE POLE
WV WATER VALVE
5'R RADIUS IN FEET
* 00.00 PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHEET 1 /4: COVER SHEET AND NOTES
SHEET 2/4: LAYOUT PLAN
SHEET 3/4: GRADING AND EROSION AND SEDIMENT CONTROL PLAN
SHEET 4/4: CONSTRUCTION DETAILS
PPR VED r!OZ-07
�6
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
U JOHN C. EWIS
.N 21
w
VKI HL'S DD9TG�HLo U7 00 K FAOU717
SOUTHWEST REAR YARD`
TRAILER STORAGE EXPANSION
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
PP Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office@pointerlewis.com
CONSULTING JOB NO.: 0707024 SHEET:
ENGINEERS JULY 25, 2007 1 /4
Latest Revision Date: October 8, 2007
PROJECT DESCRIPTION
Preparation for the construction of the proposed trailer storage area will include the
clearing and then rough grading of approximately 2 acres of land. The area to receive
the proposed pavement section will amount to approximately 35,942 square feet which,
will connect to the existing pavement area. Construction operations required for this
development are limited to the construction limits as shown on these plans.
Existing Site Conditions
The existing pavement slopes between 1 and 2 percent along the edge. The pavement
area slopes very gently toward a grate inlet in the center of the paved area. This
water is collected and carried to the on -site storm water detention facility. From the
edge of the existing pavement the ground mostly slopes away from the trailer storage
at on average slope of 30%. This area is heavily wooded.
Post Development Conditions
Clearing of the existing vegetation will occur only to the extent required to achieve final
grades. The proposed paved areas will match the slope of the existing pavement and
storm water runoff will be directed to the existing storm grate inlet. The remaining
disturbed area will be covered either by permanent seeding/stabilization or by EC-3,
type C, soil stabilization mats.
Adjacent/Critical Areas
The construction area is located in proximity to the existing Buffalo Lick Run. Care
shall be taken to install and maintain erosion control devices along the construction
area perimeter to ensure the protection of the existing woodlands and the existing
stream.
Off -site Areas
During clearing and grubbing, the site contractor may transport any residue off -site as
required. During earthwork operations, the contractor may import materials as required
to achieve final grades and specifications.
Erosion and Sediment Control Measures
3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed
parallel to the existing trailer storage. The entrance shall be maintained in a condition
which will prevent tracking or flow of mud onto the public rights -of -way. This may
require periodic top dressing with additional stone or the washing and reworking of
existing stone as conditions demand and repair and/or clean out of any structures
used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles
onto roadways or into storm drains must be removed immediately. The use of water
trucks to remove materials dropped, washed, or tracked onto roadways will not be
permitted under any circumstances.
3.05 Silt fence will be installed downstream from the construction area and maintained
until permanent seeding has been established. Silt fences shall be inspected after each
rainfall and at least daily during prolonged rainfall. Any required repairs shall be made
immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced.
Sediment deposits should be removed after each storm event. They must be removed
when deposits reach approximately one-half the height of the barrier. Any sediment
deposits remaining in place after the silt fence is no longer needed shall be dressed to
conform with the existing grade and stabilized.
3.09 Temporary diversion dikes will be installed along the limits of construction inside
the silt fence as shown on the Erosion and Sediment Control Plan. The dikes will be
constructed with on -site and fill material and will be seeded with the temporary seeding
mix immediately after installation. The dikes shall be inspected after each rain and
repairs made as needed to the dike, flow channel, or outlet.
3.13 One temporary sediment trap shall be installed as the outlet control structure for
the temporary diversion dikes. The traps will be constructed in accordance with the
typical details and dimensions given on the plans. The traps will be constructed of
on -site and fill material and will be seeded with the temporary seeding mix immediately
after installation. The traps will be inspected after each rain and repairs made as
necessary.
3.30 Replacement of topsoil will generally occur throughout the work site where
vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a
minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while
in a frozen of wet condition.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied
all areas which will not be brought to final grade within 30 days. Embankment or
excavated slopes denuded for a period of greater than 30 days shall be temporarily
seeded and mulched. To coincide with the anticipated construction dates, the seeding
will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be
mulched in accordance with the schedule included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the
schedule included herein.
3.35 All seeded areas will be mulched in accordance with the schedule included on the
construction plans.
x
x
x
x
x
x
x
x
x
\
x
x
x
1 ;
pROP\Ov\DE S� Ag1UZA
, SO`- OiA
MP 2�•.1 SHA
S\_OPES R SE
GFZEA�E OE�P��S.
FOR
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of
construction. Permanent stabilization shall be applied to areas that are to be left
dormant for more than one year. During construction of the project, soil stockpiles shall
be stabilized or protected with sediment trapping measures. The contractor is
responsible for the temporary protection and permanent stabilization of all soil stockpiles
on site as well as soil intentionally transported from the project site. The contractor
shall establish vegetation on all areas not otherwise stabilized according the following
specification:
Seedbed Preparation:
a. Scarify top 1" to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Ryegross 12 Ib/ac 98 85
Winter Rye 12 Ib/ac 98 85
May 1 - Aug 31:
German Millet 12 Ib/oc 98 85
or
Feb 16 - Apr 30:
Annual ryegross 12 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
SEQUENCE OF CONSTRUCTION
1. Install temporary construction entrance with wash rack.
2. Clear and grub the site.
3. Install perimeter silt fence.
4. Perform rough grading and install diversion dikes and the sediment trap.
5. Perform final grading of site and stabilize all slopes.
7. Install proposed improvements
8. Apply permanent seeding on all disturbed areas.
9. Remove all temporary erosion controls after site is fully stabilized.
NOTE:
ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE
TEMPORARY SEEDING.
ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE
AND ADEQUATE TO INHIBIT EROSION.
ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER
NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED.
SEDIMENT TRAP DATA
TRAP ID
TOTAL
TOTAL
WET
WET
WET
DRY
DRY
DRY
TOP OF
WIDTH
DRAINAGE
STORAGE
STORAGE DEPTH
STORAGE AREA
STORAGE VOLUME
STORAGE DEPTH
STORAGE AREA
STORAGE VOLUME
EMBANKMENT
OF
AREA
VOLUME REQ'D.
(D1)
(Al)
(V1)
(D2)
(A2)
(V2)
WIDTH
OUTLET
TRAP #1
0.4 acres
53.6 c.y.
(1,448c.f.)
3,
284 s.f.
(15'x19')f
724 c.f.
2.5'
296 s.f.
(15'x20')t
724 c.f.
2.5'
3.2'
d�
o-
30 0 30 90
Scale 1 " = 30 ft
EROSION & SEDIMENT CONTROL KEY
3.02 TEMPORARY STONE
CONSTRUCTION
(;E
...............................
ENTRANCE
3.05 SILT FENCE
X X
3.07 INLET PROTECTION
3.09 TEMPORARY DIVERSION
DIKE
3.13 TEMPORARY
�
SEDIMENT TRAP
3.30 TOPSOILING
ro
3.31 TEMPORARY SEEDING
a-rs
3.32 PERMANENT SEEDING
Is -
3.35 MULCHING
3.38 TREE PROTECTION
X X X X
SITE SOILS NARRATIVE:
Two different soil types are found within the proposed construction
site. The first is type (41C) Welkert-Berks channery silt loam. These
soils are characterized as being shallow and moderately deep,
strongly sloping, well drained soils on a rolling landscape and on the
tops and noses of ridges. The average slopes are from 7% to 15%.
Permeability of the Welkert-Berk soils is moderately rapid, but the
erosion hazard is severe. Depth to bedrock varies between 12-40
inches. These soils are in capability subclass IVe.
The second soil type found on the site is type (41 E) Welkert-Berks
channery silt loam. It averages slopes of 25% to 65%. This soil type
is characterized as being moderately deep, steep, well drained soils
on side slopes and ridges. Acid shale bedrock can be found at a
depth of approximately 15 to 30 inches. Permeability is moderately
rapid. Surface runoff is very rapid. Depth to bedrock and the slope
gradient are the main limiting factors for development.
501S� suSPE
RO N\\-S
5 EEC 4 � 0
Cdp7 „
�JC.n� laM�"S 1�6
COOS \
SOILS MAP SCALE: 1 "=200.0'
EOG
UCT10N UMITS
7 70G 00 - 6 ` �� I �✓ .i' /���
o i
00
�S / 0�° 50 A TIV BUFER
F -
I II
(61
J SCREENING SHALL 'BE ACHIEVED U FEIR YARD \ �SZR�%C
Owls
CATEGORY C 2b0OTIAL B ----_ _--
ED Y NATUR L \o �\ C
SF TOPOGRAPHIC AhD VEGETATIVE, BARRI�RIS
(SUPPLEMENTALPLANTINGS MAY B REQUIRED AST
THE
T1ME OF
NSPE�TI - --__
--.
------ - ----- - - - 0 INACTIVE `B U FER
Z��
O
Qz
LLi
J
Z
Z WZ
Q V)
Z ZO
9ZZ
C� 0 0
CE
W
ZU
J Owa
�� Z�Z
ILL�
0_
ZX
WQ>
O
HCif6
•
WW�-
gino
ir�
00
• -'
in
-`
0H
W U
' -
`° ..
V)�
JO
WWX
JZW
U _�
�QW
h
w
0 Y
in
a_
■
U
J
O
■�
+�
N
p
(p
N
O)
LO
rn
C))U
j
N
N
j�
I�
3
Cn
U
0
O
N
cD
N
cD
N
3
C
0
0
c
W
(n
LO
�
`
N
U
j
O
U
E
aV)
O
W
-
O
U
O
E
ZW
al
Nh
�Cn
Z
J W
�w
Z
03
0LL c) LLJ
1,T H F
JO N C. LEWIS
L' . No. 021621
w�
OA
�SS10 AL
SURVEY: C.I.:
P-L
2'
DRAWN BY: JOB NO.:
j P-L 0707024
SCALE: DATE:
1 "=30.0' 07/25/07
;- SHEET:
3/4
A
Iff
1992 3.13
TEMPORARY SEDIMENT TRAP
1' YARYIBLEM
ORIGINAL dW1AAF>aA6l E
/GROUND
ELEV.
67 CU_ Y4_/ACRE
r, VAVR"LE
ry'
87 CU_ Yt)_/ACRF
(EXCAVATE'D) 1' h1A?f.
FILTER CLOTH ORIGINAL
GROU NO
ELEV.
• SEE PLATE 3.13 1 CGAi-C AGGREGATE~ CLA33 Z RIPRIIP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET)
G X DRAfKA,0E AREA
(IN AC.)
ONERSION
DINE
COMME AGGREGATE
EXCAVATED / FILTER CLOTH
AREA
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
1992
CONSTRUCTION OF A SILT FENCE'
(WIT11 Wip-i'E S' UPPO R T)
1. SET POSTS AND EXCAVATF A 4"X4" 2 STAPLF WIRE FENCING TO THE POSTS
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
IIWI 1 � .I ■I _ I a
I r �
I
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
4. BACKFILL AND COMPACT THE
EY.CAVATE.D SOIL.
FLOW /
EYTENSION OF FABRIC AND WIRE INTO THE TRENCH
FILTER FABRIC
Source: Adapted from Installation of Straw and Fabric Filter
Source: Va. DSWC Plate 3. 0-2 Briers for Sediment Control, Sherwood and Wyant
III-76 III-24
MINIMUM TOP WIDTH (W)
REQUIRED FOR SEDIMENT
TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF
EMBANKMENT (FEET)
H Nq W
1.5
0.5
2,0
2.0
1.0
2.0
2.5
1.5
2.5
3.0
2.0
2.5
3.5
2.5
3.0
4.0
3.D
3.0
4.5
3.5
4.0
5.0
4.0
4.5
`- ORIGINAL
GROUND
ELEV.
Z_
COMPACTED SOIL
00
FLOW
, El,Li I
4.5' MIN.
TEMPORARY DIVERSION DIKE
3.05
Plate 3.05-1
TYPIC► - INSTALLATION Ar ENO OF PIPF
SOIL STABILIZATION MAT MAY BE
USED IN CONJUNCTION WITH STANDARD
EC-1 AT OUTLET END OF PIPE.
BETWEEN ROLLS
J ti ENTRENCH EDGES
OF MA.TERIAL5 6".
/ � f
TRAINSVERSE
CLOSED CHECK SLOT
STAKING DETAIL
1992 31W
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
PAVEMENT
A 3'
r 5:1
If I I \
FILTER CLOTH-6" MIN A MUUNTADLE aeRn
/ !I7PTTIIJAI )
SIDE ELEVATION
EXISTING GROLRND
70' Mt N.
s wASHRwck to, MIN.
I � rQ►TIi]NALS 1
VDDT 01 I I POSITIVE DRAINAGE l9' MN.
COUR£E AGGRCGr'IC B Tn [rn1MVNT I
TRAPPING DEVICE
I
• MUST EXTEND FULL WIDTH
OF OPERATION AND ``J' PLAN VIEW
SECTION A -A
RE LNl UKLkA) LLIMIKL I L Lwotirr JrmLC
SECTION B-B
Source: Adapted from 1983 Mar, Ignd SlAndards for Soil
Erosion and Sediment Control, and Va. DSWC
III - 9
3T'. STAKES OR PIN5
3 O.
CHECK SLOT 25'0.C. I
T _ 3" IIVERLAP
*CONSTVUCTED INEGAKCGORDAIJCE N'1TH�1
THE MANUFACTURER'S RECOMMENDATION
FOR PREFERRED INSTALLATION_
# rlaawsvr=RsE \
OPEN CHECK SLOT x V BITCH
NOTES-
1' 2" 1_ STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM
OF 12" IN LENGTH. IN SANDY SOILS METAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE USED
2, 301E STABILIZATION MAT Tl'PE A M!D 9 APE TO DE IN ACCORDANCE WITH THE APPROVED PRODUCTS LIST.
3. SOIL STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND
THEN EMBEDDED 4". MATERIAL ON BOTH SIDES OF THE DITCH SHt+LL BE INSTALLED TO THE SAME
s C':•:'' i :':.. ' =:.s ..•..._.. ELEVATIONS.
•; i.tF ; , : ', i i 5 's (w F i `r ' c ":ir .' 4. IF MORE THAN 3 LINES OF MATERIAL ARE R UIR P � I I fi E E�? E6 PARALLEL TO THE OF THE DITCH, MATERIAL _HALL
BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTING AT THE LOWEST ELEVATION
r
OF THE DITCH.
5. FOR SOURCES [IF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D.EC-3,
UPSTREAM MID DOWNSTREAM TERMINAL TYPE A OR B.
SHEET 1OF 2
SPECIFICATION REFERENCE SOIL STABILIZATION FIAT
606 DITCH INSTALLATION TYPE A OR B REY, 7/05
24-4
VIRGINIA DEPARTMENT OF TRANSPORTATION 114 oa
E^-3
FILL SLdPE SECTION
DROP STD EC-3
MATERIAL
AWN AL VERTICALLY
Plate 3.02-1
WOOD STAKES OR
METAL REBAR. �- STRAW BALES
1 TIGHTLY STACKED OR
❑ ❑ OFFSET CORNERS
I AS SHOWN.
�0000�0�0�
DRAIN ❑ f
GRATE .!
0 0 ❑
GRAVEL
BACKFILL
LESS THAN /
5% SLOPE A
PLAN
PONDING HEIGHT STRAW BALES GRAVEL
BACKFILL
DROP
INLET EMBED STRAW
BALE 4' MIN.
INTO SOIL.
SECTION A - A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO
BE USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. EMBED THE BALES 4" INTO THE SOIL AND
OFFSET CORNERS ORENDS
CBACK STRAW B ALE/GRAVEL
TABUTING GRAVEL ILL WILL
PREVENT EROSION OR FLOW AROUND THE BALES.
3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) DROP
INLET
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT
BARRIER
PASSING THE INLET. EXCAVATION OF A BASIN
ADJACENT TO THE DROP INLET OR A TEMP-
ORARY DIKE ON THE DOWNSLOPE OF THE
STRUCTURE MAY BE NECESSARY.
-1.5" SM-2A NOTE:
�4.0" BM-2 CONSTRUCTION OF THE
PROPOSED TRAILER
7
'* ... * ---7.5' 21-A STORAGE EXPANSION
.........AREA
WILL RESULT IN
. ... ----COMPACTED APPROXIMATELY 35,942
I -III -III- SUBGRADE SQUARE FEET OF NEW
-III-III- PAVEMENT.
TYPICAL SITE PAVEMENT SECTION
NOT TO SCALE
SLOPE LINING - WET SLOPE TOPEOL
TOPSOIL
2" DEPTH
I'
STD EG-3
TYPE C
POLYPROPOLYENE
Ftit1�Y
GEEDTEXTILE FILTER CLOTH
_
C
Vf WATER
TOP SOIL
4"-4" DEPTH
BOTTOM OF CUT SLOPE
��-
TOP OF
CUT SLOPE
SLOPE LINING
TOPSOIL
- DRY SLOPE
TOE OF FILL
MAINTAIN SI nPF ANM F
TRENCH INTO BERM AND
NOTE: PROCESS DOWNSLOPE
STD EG-3
1. 5LOPE 5URFACE SMALL 9E SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS, AND
STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT.
TOPSOIL
2" DEPTH
2_ --TA(CS GI IAL.L DC WOOD OR METAL AS RCOOMMCNDCD ❑Y THE MNIUfACTURCR AND
SHALL BE A MINIMUM OF 15 INCHES IN LENGTH.
3, BASIS OF PAYMENT SHALL BE SQUARE YARDS OF STANDARD EC-3 (TYPE CI IN PLACE.
4. 501E STABILIZATION MAT TYPE C SHALL BE IN ACCORDANCE WITH THE APPROVED
PRODUCT LIST,
-
5. TOPSOIL SHALL BE SPREAD TO A UNIFORM THICKNESS PRIOR TO APPLICATION OF SEED
BOTTOM OF FILL SLOPE
AND MULCH_
8, FOR SOURES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR
ST'D. EC-3, TYPE C MATERIALS. BOTTOM OF CUT SLOPE-
7. 3LOPE3 1Y2=1 AND FLATTER 3HALL BE BACKFILLED WITH TOPSOIL AT 2 INCH DEPTH.
SEED SHALL BE APPLIED TO THE TOP401L AND MULCHED WITH TYPE IMULCH_
0, 5LQPE5 STEEPER THAN 1 15HPLL @E 5EEPED IMMEDIATELY PRIQR TO IN5TALLATIQN
OF ST'D_ EC-3 TYPE C AERIAL_
UH SHOULULH
BREAK POINT
SKIT 2 OF 2
SPECIFICATION
SOIL STABILIZATION MAT - SLOPE
INSTALLATION TYPE C
REFERENCE
VIRGINIA DEPARTMENT OF TRANSPORTATION
2+4
dD(l
114.04
J
Q
M
Z
0
U
V)
0
U
ZU
J�
U CK
(nZ
Z V)
LLi�
Q_0W
ZIx
LXQ>
96
-
W
�
: Of
W F-
U�
m
Z)
�U)
U0
0<o
t%3
� Y
OF-
WWU
(nD
LjW W
Jzw
J
�
W
C)
�Q W
0
Y
J�
~(nLL.
U
J
+
n N
2
O N n O
(0 0) C)) U
N � r
N ff)
Cn �
L
o 3
N N (D
CD
(D Q)
0
W 3�
0 co
o 0-
J V)
LO Ln d
1 j
°
� ° E o
�
W°'
�p
� s
Q Co
s N U
U _ U
F
E
Z
w
a
0V)
zQ�
J W
LIJ
(n
O w
F'�L'r H 0
f
J N C. LEWIS 1P'
' Lic. No. 021621
OA
SSIONAL E�
SURVEY: C.I.:
P-L NA
DRAWN BY: JOB NO.:
P-L 0707024
SCALE: DATE:
NA 07/25/07
SHEET: 4/4
GENERAL NOTES
1. The property delineated on this plan is located near the Winchester Regional Airport along Admiral Byrd Drive
in the Shawnee Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to
create additional outdoor storage space for shipping trailers. The expansion will result in approximately 35,942
square feet of additional asphalt pavement area, allowing for 59 additional trailers. These plans reference the
original approved site plan #69-98 and recent approved trailer expansion site plan #49-06.
2. Property Owner: Contact: Mr. Dan Stange
KOHL'S Winchester Distribution Center
300 Admiral Byrd Drive
Winchester, VA 22602 Telephone: (540) 723-4004
3. Engineer/Landscape Architect: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. Property boundary and topographic information shown on these plans was provided by Ritchie Surveys, Inc.
5. Site Data:
Tax Map No: 64-A-40E
Parcel Area: 53.33 Acres
Construction Area: 2.2 Acres (approximately)
Zoning: M-1, Light Industrial District
Use: Warehouse/Distribution
Front Yard Setback: Required - 75'
Rear Yard Setback: Required - 25'
Side Yard Setback: Required - 25'
Maximum Building Height: Allowed - 60'
Maximum FAR: Allowed - 1.0
Proposed Total Floor Area= 424,384 SF= 0.1827
Minimum Landscape Area: Required - 25% Provided - 49%
Proposed Building/Pavement Area=1,182,532+/-SF
Landscape/Woods/Storm Water Areas=1,137,909+/-SF
6. Parking Lot Requirements:
Side Property Line Setback Required - 5' Provided - 25'+
ROW Line Setback Required - 25' Provided - 30'+
7. Parking Space Requirements: Please refer to previously approved site plans: #69-98 and #49-06.
8. Loading Space Requirements: Please refer to previously approved site plans: #69-98 and #49-06.
9. Trailer Storage: Number of existing trailer storage spaces: 130 spaces
Proposed trailer storage spaces: 59 spaces
Total number of trailer storage spaces: 189 spaces
9. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29.
HC ramps off site shall be constructed per VDOT standards.
10. Lighting: No additional site lighting is proposed for this project. All existing lighting shall remain in place.
11. Buffering Requirements:
The adjacent zoning to this area of development is RP which requires a Category "C" buffer. A 200' distance
buffer has been provided which includes a 150' inactive buffer area and a 50' active buffer area. Due to
existing topography and vegetation, no additional landscape screening was provided for this development.
However, supplemental plantings may be required at the time of inspection.
12. Environmental Features:
Wetlands - No wetlands have been identified within the construction area.
Flood Plains - FIRM Community Panel Number 510063 01158 shows the area adjacent to the Buffalo Lick Run
channel. No disturbance of the flood plain area will occur in the conjunction with this project.
Sinkholes - No sinkholes have been identified within the construction area.
Steep Slopes - Steep slopes are defined by the Frederick County Zoning Ordinance as land areas where the
slope exceeds 50%. No areas of steep slopes have been identified within the construction limits provided on the
plans.
13. Utilities: No new utilities are proposed with this expansion. If conflicts occur with existing utilities that
require the utility line to be relocated, the relocation shall be installed underground.
CONSTRUCTION NOTES
1.) The existing utilities shown on these plans are based on available information.
The CONTRACTOR shall be responsible for determining the exact location of all
utilities before commencing work and for any damages which occur by the failure
to locate and preserve these utilities. If the CONTRACTOR should encounter
utilities other than those shown on these plans, the CONTRACTOR shall immediately
notify the engineer and take the necessary and proper steps to protect the facility
and assure the continuance of service.
2.) The CONTRACTOR shall have approved construction drawings prior to the start
of construction. At least one copy of approved plans and revisions shall be kept
on -site at all times.
3.) Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise
called for on the plans.
4.) Controlled Fills:
A. Controlled compaction shall occur in all fill sections for pavement,
trenches for utilities and in other areas as designated on the plans.
B. Controlled fills shall be compacted to 95% density as determined by
methods per standard proctor ASTM D 698. Density shall be verified by
a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the
specified density, beginning from the existing ground surface, unless
otherwise approved in writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be
cleared, grubbed, and stripped of topsoil. The area is then to be
scarified and compacted to a depth of 6 inches to the same density
as the controlled fill to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be
clean soil, free of roots, woody vegetation, oversized stones, rocks,
sandy soil, or other objectionable material.
5). Blasting is not permitted within 25 feet of existing utilities without owner
permission.
6). All radii indicate edge of gravel, edge of pavement or face of curb as
applicable.
7). Fire lanes shall be delineated as directed by the Frederick County Fire Marshall.
8). The CONTRACTOR shall coordinate the relocation of the existing utilities with
the appropriate utility company as necessary. All utilities shall be placed
underground.
9). The CONTRACTOR shall relocate the existing 8' chain link fence as directed by
the OWNER or generally as shown on these plans.
KH
OL DI T' I ' UTIOO FA ILIT0
T IL T I
'I T
101 FAFA
WE 510 1 V I MINI S ' I WK_�IIAMIUI I NO ITS" 19 UVT I I RES, I I I NO I I
COUNTY OF FREDERICK
rl
FREDERICK COUNTY, VIRGINIA
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
64-A-4GI
BERMEL, MICHAEL J.
ZONED M-1
USE: VACANT
23.6972 ACRES
64-A-400
AIRPORT BUSINESS PARC
ZONED M-1
USE: BUILDING
3.94 ACRES
i
MUNI« \C9
ARPORT
F
SITE
A
64-A-40J
SEARS -SMITH PARTNERSHIP
ZONED M-1
\ USE: VACANT
8.7241 ACRES 64F-1-8
TRIAD ENGINEERING INC.
��` � � �- � �`•`sEcnorl 1 LOT 8
1
W ZONED M-1
USE: OFFICE
3.67 ACRES
r ,
A FAMILY LIMITED PARTNERSHIP
SECTION 1 LOT 6
` ZONED M-1
USE: OFFICE
10.82 ACRES
1
1
1 -
1
�
1
N 64-A-40P FN 1 ��� ` � � `
AIRPORT BUSINESS PARC LLC.\\\
ZONED M-1 �� '\
USE: ACCESS \1 \ K®��'S \,\I =` • "'`li
35.51 ACRES \� I ° \
\
TRAILER STORAGE EXPANSION AREA
BUFFALO LICI( RU
64D-8-2-66A
RED FOX HOMEOWNERS ASSOC. INC.
ZONED RP
USE: OPEN SPACE
10.91 ACRES
rnvvcV I vvtrivir_vv
1 " = 200'
ABBREVIATIONS
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HC R
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TIC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
• 00 00
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHEET 1 /4: COVER SHEET AND NOTES
SHEET 2/4: LAYOUT PLAN
SHEET 3/4: GRADING AND EROSION AND SEDIMENT CONTROL PLAN
SHEET 4/4: CONSTRUCTION DETAILS
jwx 51n, F
OV D -
re
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
KOHL S DISTRI = UTIOO N FACILIT
SOUTHWEST REAR YARD
TRAILER STORAGE EXPANSION
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
CONSULTING
ENGINEERS
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office@pointerlewis.com
JOB NO.: 0707024 SHEET:
JULY 25, 2007 1 /4
Latest Revision Date: October 8, 2007
a 5 6 j tE pAV EMENt
2 , 3 OF CONC fgAL t
�EpGCOG
E OF
A
\ \ 106- ,
off Lr. �.L.s.
00
OH LT �/ O
W/ %
455Y. Rps MCL) AN �~ o
B EX. GRATES \/EX• CO /,
C% N
LO
o 0 0
EX. GRATES N�• C900 pV� WAtt-KLI r - i` iO
OH Lt. 10 0
•
E OIAN
• � ONOREtE �-
S• M�
H Assy F. L• EX. \
06
` 3 " 270.57'-24 ' / FH ASSY. W/ - - �,
® 1.2 RCP ® 00.72X +� /
g 0� - % (4� BOLLARDS • - • - -
OH L T -,
O
70
\ ,n
k END CG- 6; I' NDC
x
30 0 30 90LLj
X Scale 1 " = 30 ft m Z _
Z U
\Ows
-;T UEX G1?A TESQ Q ZN
--
Z NO wQ
PAVEMENT / \.
LLI
X (n 000
\ CpINs END CG 6; 1 ND �
-
. \ F- w U_
x �
EOP (n � w w
\ PR ,22.1 OH LT ! �- JO JZ LLJ
X ; -_"` 0
\�v,
\ off L r. � x -X � 4a `� c� ,� �
o
F.L.S. FH ASSY '
45 �
\ x. 44 -EX CG-6 -� ^
FENCE TORAGE x 42 'A C -�
LINK s x q1 F.L.S. ` LIN d
\ EX 8, CHAIN EX. TRAILER ! - x' 8 39 40 o'a � \ '�' SSINGLE LEAf-WING G TE L=15' 1 :--'-`_�~' \, p PVC
wAt ER J
3 t0 0 0
\ \!CT\C1t'1 ols ATE 5 36 �� , VEG p 0 tO -_o' _-2 8' CHAIN LINK FENCE / 10"o C9
o A
CpiNs� EX Op t BE E�0 - 33 34 0 •� BE EMS WN N (TO CONSTRu rE0) ,
BE REL OC � E
'' +� o N r7 O
x a) (D r" r, U
ENC o �' IMI p`O o CT10N UMITS cv �, r) U
r
x
AIN INKx 301 '� >, 9 - i �, `� N
1 5 � _ cfl
OH L T. -- 4.. Y 6 Z� 5 56 � N. P. S. � :,\ FH ASSY. 3 ° `�° � c x x 2 5 AI _ o -
_ _ EX. PAVEMENT 2 54 H -10 P/V W/ 0 0
STRIPES x! 2Q` 5 U CE tE� F.L.S. ' W -' � a
_x: oo E F A (2) BOLLARD, % � .- L
0 51 52 0 o LI t BE EL-221�.�. % -C >
2 J
>- ( 2� .1 ` a�
\ _
1 pER p ~ 1 N. P. S. -EX CG- 6 ° �' ° E o
IMlts x1SNOUL P NOU�OER TRAILER PARKING W `n Q) a _
E�ErATI o L \ \� \ x - - { ,� '4�' EQ�E �� �� 3' GR ��R - GRASS S SHOU�OE
N M 16
X V VC,•(\dN 14 p�. S\AO 15, 0_ 1 ~ ° w
E \ Coos 12 '� 3 i — FENCE pR• Eta \ Z
,� _, 11 __ I \ PR• 15� K
P - 9 .o —
0 g6 �' } x EX CG 6
EX, E x 8 A x - --
0
�N
8 ti, o_ � EX CG 6 �
k �
�GN p EX x 6 - _� REL CON CEO k x_ x 300.50 -15'� IL 0 o
MA MEND _ 4 5 C. S O \ RE�O�A NK �`� �` RCP (01.009 UARpRo OH
ES EX ` �-�- ` o o / X 0 V)
P FROM R µE S Ow ° \ vEGE Cdps� FEN o H L x X z
o EOp PR Op I NOSE. QED E FENCE.. Ab�Jw��ENC �EX. 8' CHA/N L/NK FENCE—x - O% " /✓' z
P O 0 R SEX. G �A \ O
OVN TOGA cA - FENCE �. CASE_ AEON CHA�� E \NS - p z
6 GONGNNENRENK CE r ��SFNpER GHAK - �R�E0EDSlur S N SAU�B001 SNOw
�8 0 �pFF SNOUA\ E
v w
x ,�
g' FE 12 GE 0 OGA� �1M
R GR SS EX. VEGETATION L/M/TS x
EO 6 RED' ��� �E'• ENE �10 pE�E�A��ON ', ,, P ,A � Q
O d� NO CEO GE
I
"50 AtT�(X)"B
FIBER
SN_ -- _ - � � m ° ° ! —�- -- -- 590 , , ;'
�\ ao o a _...__ 'HN C. �I
„ „ ; uM w Q -
I • No. 021621
�n �VC�\ . � Z
J
CATEGORY C 2 O'OTlAL BU FAR YAaD
SCREENING SHALL BE ACHIEVED Y N�TURAL j� �-C�5 `� o�,
�90 OGRAPHIC A D VEGETATIVE BARRIERS' /
Sri � o
04
(SUPPLEMENTAL PLANTINGS "MAY B REQUIRM AT i \
�SSIONAL �G
- — THE TAAE OF INSPECTION)
—
.�-�� SURVEY: C
� - ----- -� 150' INACTIVE 'BUFFER � `,-==�- _ - - -
----
C4\'\S�t�fC 6&(� o' Q ---
- S7�- DRAWN BY: JOB NO.:
W P- L 0707024
;, ��._- SCALE:
DATE
N - SHEET:
_
- /4
PROJECT DESCRIPTION
Preparation for the construction of the proposed trailer storage area will include the
clearing and then rough grading of approximately 2 acres of land. The area to receive
the proposed pavement section will amount to approximately 35,942 square feet which,
will connect to the existing pavement area. Construction operations required for this
development are limited to the construction limits as shown on these plans.
Existing Site Conditions
The existing pavement slopes between 1 and 2 percent along the edge. The pavement
area slopes very gently toward a grate inlet in the center of the paved area. This
water is collected and carried to the on -site storm water detention facility. From the
edge of the existing pavement the ground mostly slopes away from the trailer storage
at an average slope of 30%. This area is heavily wooded.
Post Development Conditions
Clearing of the existing vegetation will occur only to the extent required to achieve final
grades. The proposed paved areas will match the slope of the existing pavement and
storm water runoff will be directed to the existing storm grate inlet. The remaining
disturbed area will be covered either by permanent seeding/stabilization or by EC-3,
type C, soil stabilization mats.
Adjacent/Critical Areas
The construction area is located in proximity to the existing Buffalo Lick Run. Care
shall be taken to install and maintain erosion control devices along the construction
area perimeter to ensure the protection of the existing woodlands and the existing
stream.
Off -site Areas
During clearing and grubbing, the site contractor may transport any residue off -site as
required. During earthwork operations, the contractor may import materials as required
to achieve final grades and specifications.
Erosion and Sediment Control Measures
3.02 Initially, a 12'w by 70'I temporary stone construction entrance will be constructed
parallel to the existing trailer storage. The entrance shall be maintained in a condition
which will prevent tracking or flow of mud onto the public rights -of -way. This may
require periodic top dressing with additional stone or the washing and reworking of
existing stone as conditions demand and repair and/or clean out of any structures
used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles
onto roadways or into storm drains must be removed immediately. The use of water
trucks to remove materials dropped, washed, or tracked onto roadways will not be
permitted under any circumstances.
3.05 Silt fence will be installed downstream from the construction area and maintained
until permanent seeding has been established. Silt fences shall be inspected after each
rainfall and at least daily during prolonged rainfall. Any required repairs shall be made
immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced.
Sediment deposits should be removed after each storm event. They must be removed
when deposits reach approximately one-half the height of the barrier. Any sediment
deposits remaining in place after the silt fence is no longer needed shall be dressed to
conform with the existing grade and stabilized.
3.09 Temporary diversion dikes will be installed along the limits of construction inside
the silt fence as shown on the Erosion and Sediment Control Plan. The dikes will be
constructed with on -site and fill material and will be seeded with the temporary seeding
mix immediately after installation. The dikes shall be inspected after each rain and
repairs made as needed to the dike, flow channel, or outlet.
3.13 One temporary sediment trap shall be installed as the outlet control structure for
the temporary diversion dikes. The traps will be constructed in accordance with the
typical details and dimensions given on the plans. The traps will be constructed of
on -site and fill material and will be seeded with the temporary seeding mix immediately
after installation. The traps will be inspected after each rain and repairs made as
necessary.
3.30 Replacement of topsoil will generally occur throughout the work site where
vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a
minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while
in a frozen of wet condition.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied
all areas which will not be brought to final grade within 30 days. Embankment or
excavated slopes denuded for a period of greater than 30 days shall be temporarily
seeded and mulched. To coincide with the anticipated construction dates, the seeding
will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be
mulched in accordance with the schedule included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the
schedule included herein.
3.35 All seeded areas will be mulched in accordance with the schedule included on the
construction plans.
x
x
x
At
x
x
x
x
x
x
x
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of
construction. Permanent stabilization shall be applied to areas that are to be left
dormant for more than one year. During construction of the project, soil stockpiles shall
be stabilized or protected with sediment trapping measures. The contractor is
responsible for the temporary protection and permanent stabilization of all soil stockpiles
on site as well as soil intentionally transported from the project site. The contractor
shall establish vegetation on all areas not otherwise stabilized according the following
specification:
Seedbed Preparation:
a. Scarify top 1" to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Regross 12 Ib/ac 98 85
Winter Rye 12 Ib/ac 98 85
May 1 - Aug 31:
German Millet 12 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
SEQUENCE OF CONSTRUCTION
1. Install temporary construction entrance with wash rack.
2. Clear and grub the site.
3. Install perimeter silt fence.
4. Perform rough grading and install diversion dikes and the sediment trap.
5. Perform final grading of site and stabilize all slopes.
7. Install proposed improvements
8. Apply permanent seeding on all disturbed areas.
9. Remove all temporary erosion controls after site is fully stabilized.
NOTE:
ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE
TEMPORARY SEEDING.
ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE
AND ADEQUATE TO INHIBIT EROSION.
ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER
NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED.
SEDIMENT TRAP DATA
TRAP ID
TOTAL
TOTAL
WET
WET
WET
DRY
DRY
DRY
TOP OF
WIDTH
DRAINAGE
STORAGE
STORAGE DEPTH
STORAGE AREA
STORAGE VOLUME
STORAGE DEPTH
STORAGE AREA
STORAGE VOLUME
EMBANKMENT
OF
AREA
VOLUME REQ'D.
(D1)
(A1)
(V1)
(D2)
(A2)
(V2)
WIDTH
OUTLET
TRAP #1
0.4 acres
53.6 c.y.
(1,448c.f.)
3'
284 s.f.
(15'x19')f
724 c.f.
2.5'
296 s.f.
(15'x20')t
724 c.f.
2.5'
3.2'
30 0 30 90
Scale 1 " = 30 ft
Owls
COOSCE
` - x
708. S
EO
\ 70;
\ZA ON
C�0-SPLL
\�P1 0� 2 •A 00 SQEEC
S�O�E�R SEE
GREASE OESA��-5.
A FpR
_eoNCi� u��5
i
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
CONSTRUCTION
(;E
...............................
ENTRANCE
3.05
SILT FENCE
X X
3.07
INLET PROTECTION
,
3.09
TEMPORARY DIVERSION
DIKE
3.13
TEMPORARY
�
SEDIMENT TRAP
3.30
TOPSOILING
To
3.31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
Ps
3.35
MULCHING
Mu
3.38
TREE PROTECTION
X X X X
SITE SOILS NARRATIVE:
Two different soil types are found within the proposed construction
site. The first is type (41C) Welkert-Berks channery silt loam. These
soils are characterized as being shallow and moderately deep,
strongly sloping, well drained soils on a rolling landscape and on the
tops and noses of ridges. The average slopes are from 7% to 15%.
Permeability of the Welkert-Berk soils is moderately rapid, but the
erosion hazard is severe. Depth to bedrock varies between 12-40
inches. These soils are in capability subclass IVe.
The second soil type found on the site is type (41 E) Welkert-Berks
channery silt loam. It averages slopes of 25% to 65%. This soil type
is characterized as being moderately deep, steep, well drained soils
on side slopes and ridges. Acid shale bedrock can be found at a
depth of approximately 15 to 30 inches. Permeability is moderately
rapid. Surface runoff is very rapid. Depth to bedrock and the slope
gradient are the main limiting factors for development.
v_i
J
Z
LJ
MZ
Z W�
Q in IZ
Z ZO
� QF_
ZZ
C) 0 OCR
ui
Ix
W
ZO
50 (n�Z
QQ ZV),
SOILS MAP SCALE: 1 "=200.0' lL. }- a X_
Z� WQ>
W
�C�O
0
�W QV
• � - U) (n �
H WU
D W W Of
�✓ .' w � W Q
0
h Y H=X
COOS
E
N rZ'
cn cN LO n
\ - L cD u7
- ,
�Y 3 O .
W
�-- � u7 u7 a
,,.
1 c aD v
706.2 (o - --CONSTRUCTION UMITS J
EOP cn n o o
,-
1UJ`° o 0
W E
Li
708.00 -
EOP •
EOG
Z�
.',l. J W
D W
Z_
x Z
LL
� w
51
F� SEEus
OtA
F HEEfiRA �pR �- _ `
S ----- x o JO N C. LEWIS a
x
L No. 021621
X
SSIONAL
- -- SURVEY: C. I.:
690 '
P-L 2'
U FAR Y I 1 `° I
CATEGORY "C", 2 0' tOTIAL B AfID I I. - --.. _ - - --- - DRAWN BY: JOB N0:
5F SCREENING TOPOGRAPHICLA DEVEG�TATIVE B' NA1�UR LI 1 �-�
�% P-L 0707024
-- ---
-- SCALE: DATE:
(SUPPLEMENTAL PLANTINGS MAY B REQUIRED AST I� 1"=30.0' 07/25 07
THE THE OF
ECTI N)
� SHEET:
150' INACTIVE BUFER . � �
1992 3.13
TEMPO.RA.R Y SEDIMENT TRAP
1' VARLAIB
WAAMIAML --A
% GROUND f - I
J ELEV.
I .o'
67 CU. YVJACRE A
VARWBL,E
N �
57 C.U_ Y1)_/ACRF
(EXCAVATED)
FILTER CLOTH 0111CIMAL
GROUND
ELEV.
✓EE PLATE 3.13 1 COARE,E AGGRCGATE CLA93 I RIPItAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET)
G X DRAfNAOE AREA
(IN AC.)
/ DNERSION
DIKE
..i
COARSE AGGREGATE
EXCAVATED / FILTER CLOTH
AREA
COARSE AGGREGATE SHILL BE VDOT #3, 1357 OR #5
OUTLET (PERSPECTIVE VIEW)
MW
CONSTRUCTION OF A SILT FENCE
(WIT11 wl p-' ' S UPPO R T)
1 . SET POSTS AND EYCAVATF A 4" Y C 2 S"Apt F W'RF. P NCINC TO THE POSTS.
TRENCH UPSLOPE ALONG TH( LINE
OF POSTS
i J
c l
FLOW
y..
3. ATTACH THE FILTER FABRIC TO iHf WIRE 4. BACKFILL AND COMPACT THE
FFNCE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL.
G
FLO W
�IIEII'
EYTENSION OF FABRIC AN[) WIRE IWO THE TRENCH
FILTER FABRIC
WIRF
Source: Adapted from Installation of Straw and Fabric Filter
Source: Va. DSWC Plate 3.13-2 Barriers for Sediment Control, Sherwood and Wyant
III-76 III -24
MINIMUM TOP WID TII (W)
REQUIRED FOR SEDIMENT
TRAP EMBANKMENTS
MENTS
A CCORDING TO n"IEI GII T OF
EMBANKMENT (FEET)
1�
H NO W
1.5
0.5
210
2.0
1.0
2.0
2.5
1.5
2.5
3'0
2.0
2.5
3.5
2.5
3.0
4.0
3.0
3.0
4.5
3.5
4.0
5.0
4.0
4.5
ORIGINAL
GROUND
ELEV.
_Z
COMPACTED SOIL
f FLOW
-III- II -III- -III
4.5' MIN.
TEMPORARY DIVERSION DIKE
3.05
Plate 3.05-1
TYPICAL INSTALLATION AT ENO OF PIPE
SOIL STABILIZATION MAT MAY BE
U5ED IN CONJUNCTION WITH STANDARD
EC-1 AT OUTLET END OF PIPE.
196 p
08 A BETWEEN ROLLS
% J&/
ENTRENCH EDGES
_ OF MATERIALS 6",
STAKING DETAA
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
A 3 PAVEMENT
r 5:1
I 1
FILTER CLOTHS g• MIN A MOUNTABLE BERM
fIIPTiI:IAI )
SIDE ELEVATION
EXISTING GROUND
T
10' MIN.
10, NM N
xISTiNfj
AVENENT
VDOT Ilt I I POSITIVE DRAINAGE 10, MIN.
COURSE AGGREGAYt B Tn K711MFNT
I TRAPPING DEVICE
+ MUST EXTEND FULL WIDTH
Oor PERATION] A"° ``�' PLAN VIEW
70' MI N.
a wusHRAcIc
I � LOPTI�IAL3
12, HIM
i
SECTION A -A
Source: Adapted from 1983 Ma!rylaDd SlAndards for Soil
Erosion and Sediment _6ntrol, and Va. DSWC
III - 9
STAKES OR PINS
3' 0. C_
CHECK SLOT 25'O.C.
TRMISVERSE
CLOSED CHECK SLOT
IU ii"
I}.�•-u-tl}
�'�'. •!')•tip. ti
CONTCKCCE BSRTEDACOD WITH
THE MANUFACTURER'S RECOMMENDATION l
FOR PREFERRED INSTALLATION_
# TRANSVERSE _
OPEN CHECK SLOT r V DITCH
r-'
NOTES-
1. 2" 1_ STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM
OF 12" IN LENGTH. IN SANDY SCILS METAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE U5ED_
Z. 301L 3TABILIZATION MAT TYPE A AND B ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS L19T,
3, SOIL STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREW( POINT OR EXISTING GROUND
THEN EMBEDDED 4". MATERIAL ON BOTH SIDES OF THE DITCH 51IALL BE INSTALLED T4 THE SAME
ELEVATIONS,
4. IF MORE THAN 3 LINE$ OF MATERIAL ARE REQUIRED PARALLEL TO THE OF THE DITCH MATERIAL SHALL
BE INSTALLEO PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTING AT THE LOWE5T ELEVATION
,y OF THE DITCH.
S.FOR SOURCES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D.EC-3,
UPSTREMd MID DOWNSTREAM TERMINAL TYPE A OR B.
SHEET 1OF Z
SPECIFICATION REFERENCE SOIL STABILIZATION MAT
244 DITCH INSTALLATION TYPE A OR B REV, 7/05
VIROINIA DEPARTMENT OF TRANSPORTATION 114.03
EC-3
FILL sl PPE SECTIQN
DROP STID EC-3
MATERIAL VERTICALLY
DOWNSLOPE
3.02
Plate 3.02-1
WOOD STAKES OR
METAL REBAR.
DRAIN
GRATE
LESS THAN /
5% SLOPE
PONDING HEIGHT
- __r_
LA
STRAW BALES
TIGHTLY STACKED OR
OFFSET CORNERS
AS SHOWN.
o i
o J
GRAVEL
BACKFILL
STRAW
BALES GRAVEL
BACKFILL
DROP
INLET EMBED STRAW
BALE 4' MIN.
INTO SOIL.
SECTION
A -A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO
BE USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. EMBED THE BALES 4" INTO THE SOIL AND
OFFSETCORNERS OPLACE ENDS
STRAW BALE /GRAVEL
IGHTLY ABUING GRAVEL BACKFILL WILL T
PREVENT EROSION OR FLOW AROUND THE BALES.
3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) DROP
INLET
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY-
SEDIMENT
BARRIER
PASSING THE INLET. EXCAVATION OF A BASIN
ADJACENT TO THE DROP INLET OR A TEMP-
ORARY DIKE ON THE DOWNSLOPE OF THE
STRUCTURE MAY BE NECESSARY.
-1.5"
SM-2A
NOTE:
-4.0"
BM-2
CONSTRUCTION OF THE
PROPOSED TRAILER
-7.5"
21-A
STORAGE EXPANSION
AREA WILL RESULT IN
7
�-COMPACTED
APPROXIMATELY 35,942
1 Mi
I I
I I I-- SUBGRADE
SQUARE FEET OF NEW
-I I
I
I -III-
PAVEMENT.
TYPICAL SITE
PAVEMENT SECTION
NOT TO SCALE
SLOPE LINING - WET SLOPE TOP£O
TOPSOIL
2" DEPTH
STD EC-3
TYPE C -�
POLYPROPOLYENE
NON -WOVEN (NEEDLE PUNCHED) ZERj U'oo�CC
GEOTEXTILE FILTER CLOTH - FK '4 0 Cry
VfTER�L^��
TOP SOIL
4"-4" DEPTH ` w �R
>TTOM OF CUT SLOPE _ -- -��
TOP OF
CUT SLOPE
TOPSOIL
SLOPE LINING - DRY SLOPE
TOE OF FILL
CON
MAINTAIN fil nPF ANrI F
TRENCH INTO BERM AND
NOTE: PROGRESS DOWNSLOPE
STR EG-3
1_ SLOPE SURFACE SHALL ME SMOOTH AND FREE DF ROCKS, LIMPS OF DIRT, GRASS, AND
STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT.
TOPSOIL
2" DEPTH
2. 3TAKC3 31 LALL DC WOOD OR MCTAL AS RCOOMMCIIDCD ❑Y THE mmurACTURCR AND
SHALL EE A MINIMUM OF 15 INCHES IN LENGTH.
3, BASIS OF PAYMENT SHALL BE SQUARE YARDS OF STANDARD EC-3 (TYPE C)IN PLACE.
4_ SOIL STABILIZATION MAT TYPE C SHALL BE IN ACCORDANCE WITH THE APPROVED
PRODUCT LIST.
5. TOPSOIL SHALL BE SPREAD TO A UNIFORM THICKNESS PRIOR TO APPLICATION OF SEED
BOTTOM OF FILL SLOPE
.AND MULCH_ IT
8, FOR SOURES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR
ST'D, EC-3, TYPE C MATERIALS.
BOTTOM OF CiJT SLOPE-
. 3LOPE3 1f =1 AND FLATTER 3HALL BE 19ACKF-ILLED WITH T0P301L AT 2 INCH DEPTH.
SEED SHALL BE APPLIED TO THE TOPSOIL AND MULCHED WITH TYPE IMULCH_
4' 4„
$, 5LVPE5 STEEPER THAN 1 1 5HALL BE SEEDED IMMEDIATELY PRIOR TO INSTALLATION
OF ST'D. EC-3 TYPE C AERIAL.
Ut SHOULULH
BREW! POINT
SI fUT 2 OF 2
SPECIFICATION
SOIL STABILIZATION MAT - SLOPE
INSTALLATION TYPE C
REFERENC2+4
VIRGINIA DEPARTMENT OF TRANSPORTATION
f}DB
114.04
R)
J
Q
0
I`
z
0
ZU
:30WQ
owz
;Z
U_�
Q�of
z�
XJ>
WQ
OQ
LL
LLJ�z
m
9 (n�
irW
O('�0
V3
V�
0i=--
OfWU
GID
LjWCC
JO
J3LLi
�QW
W ��
Y
~U)U_
f
a-
■
U
J
+�
■� N
O
p N 1) O
CD 0) O) U
N 1n
N
�
3
N N O
CD
O
3'E
W
O c0
0�. c
Cnn
L_ L0 LO
1 :3
0
L" c v
0 '�
Ul
W
In -C _ 0
N a .0
O U
U O
r
im"CO
-
Z
W
a
a
0Cf)
Will zCl�
J W
� W::)
(n
O L
LLL
0
J N C. LEWIS 9
Lic. No. 021621
�;PO4
SSIONAL
SURVEY: C. I.:
P-L NA
DRAWN BY: JOB NO.:
P-L 0707024
SCALE: DATE:
NA 07/25/07
SHEET: 4/4