BELLE_S-6020-87_DRAWINGS.pdf
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- Solicitation number
- ARFQ 0313 DEP1800000052 3
- Issued by
- Preston County, West Virginia
About this file
This file consists of construction drawings and specifications prepared by Belle Contracting, Inc. for a West Virginia Department of Environmental Protection (WVDEP) Division of Land Restoration project identified as S-6020-87. The project involves site construction and restoration work including the installation of sludge cells, pond construction (Pond 3), creek crossings, access roads, borrow areas, and erosion control measures across the project site located near Manila Creek and Main Creek. The scope includes construction of a grouted rip-rap channel, a proposed 40 linear feet of 24-inch HDPE culvert, access roads numbered 1-4, topsoil storage areas, and various site preparation activities. The drawings depict general site plans showing existing conditions before construction and proposed improvements, including pond footprints, channel construction details, creek crossing specifications, borrow area layouts, and erosion and sediment control measures such as straw/hay bale dikes and silt fence installations. A project construction sign, required to be installed prior to commencement of any work, must display the WVDEP permit information, contractor details, and project funding source.
The project is funded through the Special Reclamation Coal Tax paid by West Virginia coal mining companies, with funding administered through the WVDEP's Office of Special Reclamation. The project sign specifications require a 3/4-inch by 4-foot by 8-foot marine exterior plywood board painted with white enamel and dark green lettering, mounted on treated 4-inch by 4-inch by 12-foot posts using galvanized hardware. The contractor is responsible for all labor, materials, and equipment necessary to complete the construction work. Sign installation is specified as incidental to the lump sum bid item for "Mobilization/Demobilization," with the sign location to be determined by WVDEP. No construction activities may begin until the project sign has been properly installed on site.
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Text version
SLUDGE CELLS
POND 3
MAIN CREEK
B
A
R
N
MAIN
OPEN LIMESTONE
INLET CHANNEL
H
D
P
E
H
O
U
S
E
ACCESS ROAD
#1
ACCESS ROAD
#2
GATE
GATE
ACCESS ROAD
BORROW
AREA #1
BORROW
AREA #3
PROPOSED
CULVERT
PROPOSED
40 LF 24" HDPE
ACCESS
ROAD
#3
TOPSOIL
STORAGE
AREA
PROPOSED GROUTED
RIP-RAP CHANNEL #1
M
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E
K
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K
O
A
D
LIMESTONE
CULVERT
EXISTING & PROPOSED
40 LF 24" HDPE
BELLE CONTRACTING, INC.
S-6020-87
Not to Scale
PAGE
General Site Plan
Sheet 1 of 2
General Site Plan-Sheet 2 of 2
POND 3
MAIN CREEK
B
A
R
N
MAIN
OPEN LIMESTONE
INLET CHANNEL
H
O
U
S
E
ACCESS ROAD
#1
ACCESS ROAD
#2
GATE
GATE
ACCESS ROAD
BORROW
AREA #3
PROPOSED
CULVERT
PROPOSED
40 LF 24" HDPE
ACCESS
ROAD
#3
TOPSOIL
STORAGE
AREA
PROPOSED GROUTED
RIP-RAP CHANNEL #1
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A
D
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A
D
BEGIN
ACCESS ROAD #4
BORROW
AREA #2
(STA. 0+00)
END ACCESS ROAD #4
BORROW AREA #2
(STA. 4+50)
HOUSE
SHED
SHED
M
A
N
I
E
E
K
B
R
I
D
G
E
LIMESTONE
CULVERT
EXISTING & PROPOSED
40 LF 24" HDPE
BELLE CONTRACTING, INC.
S-6020-87
Not to Scale
PAGE
General Site Plan
Sheet 2 of 2
General Site Plan-Sheet 1 of 2
SCALE:
NTS
PAGE
SITE BEFORE CONSTRUCTION
BELLE CONTRACTING, INC.
S‐6020‐87
ACCESS ROAD TO HOUSE
CREEK CROSSING NATURAL STREAM
POND #3 GROUTED CHANNEL BARN
FENCE
ESTABLISHED ROAD TO
ACCESS ROADS BORROW AREA
GRASS LINED
DITCH
SIDE ROAD
BORROW AREA
ACCESS ROAD
GRASS LINED DITCHED
S-6020-87
POND #3
CONSTRUCTED GROUTED
RIP-RAP CHANNEL #1 ELIMINATED GROUTED
CHANNEL
ELIMINATED
NATURAL STREAM POND FOOTPRINT
SHEET FLOW
ELIMINATED
SPILLWAY
FOOTPRINT
ACCESS ROADS
GROUTED RIP RAP CHANNEL #1
POND #3 CROSS SECTION
BELLE CREEK CROSSING
PAGE
CRUSHER RUN LIMESTONE
1 1/2" COMPACTED
12" MINIMUM
COVER
C
15' 15'
BORROW AREA #2
(ACCESS ROAD #4)
STRAW/HAY BALE DIKE
PAGE
FLOW
4" VERTICAL FACE
BALE
WIDTH
FLOW
FLOW
BALE
WIDTH
BALE
WIDTH
FLOW
2. PLACE AND STAKE THE BALES.
1. EXCAVATE THE TRENCH.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.3. WEDGE LOOSE STRAW BETWEEN BALES.
HAY OR STRAW BALE INSTALLATION SEQUENCE
PROPERLY INSTALLED BALE
1' MIN.
TWO (2) WOODEN 2"X2" STAKES
PER BALE,
DRIVEN 1' MIN. INTO GROUND
SOIL COMPACTED TO
PREVENT PIPING.
SEDIMENT LADEN RUNOFF
FLOW
SILT FENCE INSTALLATION
PAGE
30" MIN.
14" MIN.
1. EXCAVATE 6" X 6" TRENCH 2. PLACE FENCE AT BACK EDGE OF TRENCH
(FABRIC FACING DIRECTION OF FLOW)
3. DRIVE POST UNTIL FABRIC REACHES BOTTOM OF TRENCH
4. FILL TRENCH WITH EMBANKMENT & TAMP
6"
2" MIN.
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P
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SPILL CONTAINMENT
PAGE
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PROJECT CONSTRUCTION SIGN
General Requirements
PROJECT CONSTRUCTION SIGN
WORK REQUIRED
The work to be performed under this Section consists of providing all labor, material and equipment necessary to install a project sign as indicated on the detail included herein and as specified herein.
MATERIALS
Paint. Paint for the project sign shall be one (1) coat Exterior-Grade Wood Primer- Sealer, and two (2) coats Exterior-Grade Enamel by Glidden or equivalent.
Wood. Sign face shall be ¾” X 4’ X 8’ Marine Exterior plywood, and posts and cross braces shall be treated.
Hardware. All hardware shall be manufactured from good, commercial-quality material and be rust resistant such as galvanized coated.
EXECUTION
PROJECT SIGN
The signboard shall be cut to the dimensions shown on the details herein. The sign shall be painted with one
(1) coat of primer and two (2) coats of white enamel. All exterior cut edges shall be smooth sanded prior to painting. All edges shall be double primed. The letters, border and strips shall be painted as shown on the detail drawing.
The Contractor shall bolt the sign to posts and provide required cross bracing. The posts and sign shall be erected and posts set in gravel base, as shown on the drawings. One (1) sign is required and is to be located at the direction of WVDEP.
PAYMENT
Payment for the work which shall include installation of the project sign shall be incidental to the lump sum bid item for “Mobilization/Demobilization”
NOTE
No construction work shall commence prior to the project sign being installed.
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