Attachment 2.pdf
PDF 6 MB Posted
- Solicitation number
- 12343420R0003
About this file
This is a solicitation package for a culvert replacement project on Forest Service road FR 150 in the Eastern Region. The project involves replacing a failed 48-inch culvert and includes construction of a temporary road and bridge to facilitate the work. The solicitation is seeking bids for furnishing materials, labor, and equipment to complete the project, which will involve installing a new 48-inch culvert with rock headwalls, as well as asphalt resurfacing and erosion control work. The Department of Agriculture Forest Service is the contracting agency, and the work must be performed in accordance with Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects and the Forest Service Supplemental Specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| 12343420R0003 Amendment 2.pdf | ||
| 1 Amendment 1 SF-30.pdf | ||
| 2 Meeting Notes.pdf | ||
| 3 Attachment 13.pdf | ||
| 6 REVISED Attachment 2.pdf | ||
| 7 Site Visit Attendance Sheet.pdf | ||
| 5 12343420R0003 AMENDMENT 1.pdf | ||
| 4 Attachment 14.pdf | ||
| Attachment 12 Sustainable.doc | DOC document | |
| 12343420R0003.pdf | ||
| Attachment 3.pdf | ||
| Attachment 1.pdf | ||
| Attachment 7.pdf | ||
| Attachment 10 Methodology.doc | DOC document | |
| Attachment 9 Experience.doc | DOC document | |
| Attachment 4.pdf | ||
| Attachment 5.pdf | ||
| Attachment 11 Personnel.doc | DOC document | |
| Attachment 8.pdf | ||
| Attachment 6.pdf |
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
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.D W
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(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
RANGER DISTRICT
Highland Scenic Highway Culvert
02-13-2020
LW and AF
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
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.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
RANGER DISTRICT
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
GENERAL NOTES
Scope Of Work This work shall consist of contractor furnishing all materials, labor , and equipment to complete the said project.
Contract consists of constructing a temporary road, setting a temporary bridge. existing pipe, installing a new 48" culvert with rock headwalls as shown in typical.
Governing Specifications and Permits The “Standard Specifications For Construction of Roads and Bridges on Federal Highway Projects, FP-14” along with the "Forest Service Supplemental Specifications, FSSS" (attached in contract package) will be the standard specifications to be used for this project.
Traffic Control Traffic Control Plan shall be in place and approved by the COR before any construction works is started.
SIGN PLAN
A straight line sign location plan has been added to plans (see sheet 10)
Haul Routes FR 150 Highland Scenic Highway East and West - This road should be utilized as the main haul route into the project area.
Contractor shall obey all posted speed limits and take special consideration for the pedestrian traffic in the area. Forest Service will provide contractor with a letter designating official use of FR 150.
Work Dates The Contractor must present a project schedule to the COR 10 days in advance of the pre-work conference. If there is a change in the work schedule a revised copy must be submitted to the COR as soon as possible. Contractor must work diligently to begin and complete the project according to the approved schedule. Contractor shall give COR 10 day advanced notice if work will extend beyond October 1st. Contractor shall be required to work between 6am-6pm Monday through Friday excluding holidays and weekends unless otherwise approved by COR.
Required Submittals The following submittals shall be approved by the COR before ordering, delivery, or placement on site:
· Select Borrow
· Asphalt
· Culverts
· Concrete
· Drop Inlet and Outlet Headwall
· Aggregate
· Culvert Decommission Plan (fill old Culvert with Flowable Fill)
· Under Drain material
· Dewatering and Erosion Control Plan
· Safety Plan
· Schedule
· Erosion Control Materials
· Traffic Control Plan
Work Quality Assurance The contractor shall schedule inspections with the COR to assure contract compliance at the following stages:
· Mobilization for weed free equipment inspection
· Culvert bedding completion
· Culvert back filling
· Subgrade completion
· Bridge abutments - When ready to set and when back filling
· Waste area reclamation
· Concrete testing
· Compaction testing
· Asphalt compaction (base and sub base)
Bridge The contractor shall install, removed, and deliver to Marlinton Ranger Station.
Utilities The Contractor is advised that no known utilities exist within the construction limits. This shall be verified through MISS UTILITY of West Virginia, 1-800-245-4848, before construction begins. Contractor must present COR with the ticket generated by MISS UTILITY of West Virginia.
Waste Material A waste site will be identified within the project area by the COR. Waste sites shall be shaped to drain, seeded and mulched. Woody debris shall be separated from waste soil so that wood is not buried in the fill. Contractor shall dispose of waste material in accordance with federal, state, and local regulations. Topsoil shall be removed and stock pile until waste area re-construction is approved for topsoil replacement by the COR.
Excavation and Embankment Excavate material for preparation of embankment reconstruction. Backfill in 12" thick lifts, in-place, Compaction method 20411 (a). All costs associated with embankment construction shall be considered incidental to construction of item 20410. No separate payment shall be made. Topsoil shall be salvaged for use on completed slopes to be seeded.
Item 20410 Backfill Contractor shall schedule a time to inspect borrow source for approval. Visual inspection will be used to approve material.
Item 25105 Keyed Riprap, Commercial Source Riprap shall meet requirements of Table 705-1 in FP-14. (SEE TABLE 705-1) All costs aggregate with placement shall be considered incidental.
Item 60201-0600 Laying 24" Culvert The length and location of the 24" culvert is identified in the Drainage Summary. All culvert trenches shall be closed at the end of each working day. Contractor shall provide HDPE Double Wall Pipe unless otherwise approved by COR or noted in the plans. Contractor shall provide suitable material for backfill if none can be found on site, all costs shall be considered incidental to Item 602.
Item 62503 Turf Establishment Seed and mulch all disturbed areas. Seeding seasons are from March 15 to June 1 and from August 15 to October 15. If COR approves seeding between October 15 and March 15, add Cereal Rye (Abruzzi) at 30 lbs/Ac to the seed mix. All work to spread lime, fertilizer, seed, and mulch shall be performed during one seeding season. Do not plant in frozen ground, when snow covers the ground, or when the soil is in an unsatisfactory condition for planting. The surface of all areas to be seeded shall be loosened to a depth of 3" by disking or another approved method. Any seed that needs an inoculant shall have it applied by the recommended method and at double the recommended rate. Seed shall be West Virginia certified seed. Seed certification bag tags shall be attached to each bag, and meet state standards for their certified seed classification.
The seed mixture and dry application rates are as follows:
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
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.D W
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(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
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.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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%%UTEMP ROAD TYPICAL SECTION WITH DITCH
AutoCAD SHX Text CONSTRUCTION TOLERANCES for Temp Road ROADBED WIDTH...............................................+ 2 FEET (-0 FEET) + 2 FEET (-0 FEET) 2 FEET (-0 FEET) CUT OR FILL AT CENTERLINE..........................± 6 INCHES PROFILE GRADIENT...........................................± 1 PERCENT CUT SLOPE RATIOS..........................................± 15 PERCENT FILL SLOPE RATIOS..........................................± 15 PERCENT HORIZONTAL ALIGNMENT..................................± 1 FOOT EXAMPLES: DRAWINGS CALL FOR: ALLOWABLE: ALLOWABLE: ALLOWABLE: ROADBED WIDTH 14.0 FT MIN WIDTH 14.0 FT; MAX WIDTH 16.0 FT CUT OR FILL AT C 3 FT MIN 2.5 FT; MAX 3.5 FT PROFILE GRADE +5% MIN +4%; MAX +6% CUT SLOPE RATIO 1:1 MIN RATIO 0.85:1, MAX RATIO 1.15:1 FILL SLOPE RATIO 1.25:1 MIN RATIO 1.06:1; MAX RATIO 1.44:1 NOTE: CONSTRUCTION TOLERANCES SHOWN ABOVE DO NOT APPLY AT CULVERT LOCATIONS. THESE LOCATIONS SHALL BE BUILT TO LINES AND GRADES SHOWN ON THE DRAWINGS AND STAKED.
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PIPE STAKE
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PIPE CULVERT
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PIPE
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FRONT
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%%UTEMP ROAD HAND-PLACED RIPRAP DETAIL
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CLEARING LIMITS - MIN. 6'-0' EACH SIDE DESIGNED ROAD BED MIN 15' FROM CENTERLINE
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
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2-
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MO
RI
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.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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AutoCAD SHX Text NOTE: NO STAKES WILL BE SET ON DOWNHILL SIDE EXCEPT FOR A CLEARING PIN, TURNOUTS, DOUBLE LANES, TURNAROUNDS, AND OTHER LOCATIONS DEEMED NECESSARY FOR ADEQUATE CONTROL. * SLOPE STAKE WILL BE SET ON UPHILL SIDE ONLY, 5' SLOPE STAKE WILL BE SET ON UPHILL SIDE ONLY, 5' BEYOND TOP OF CUT. * CUT SIDE CLEARING PIN WILL BE SET 3' BEYOND TOP CUT SIDE CLEARING PIN WILL BE SET 3' BEYOND TOP OF CUT OR HALF OF SUB-GRADE ROAD WIDTH PLUS 6' (WHICHEVER IS GREATER). * FILL SIDE CLEARING PIN WILL BE SET AT TOE OF FILL FILL SIDE CLEARING PIN WILL BE SET AT TOE OF FILL OR HALF OF SUB-GRADE ROAD WIDTH PLUS 6' (WHICHEVER IS GREATER).
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
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.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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NOTE: ON OVERLAP STACKING PATTERN TO MANUFACTURE RECOMMENDATIONS.
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6" OF GRAVEL COMPACTED BEDDING
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ABUTMENT LAYOUT PLAN
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4 X INCH ANCHOR PINS 2 PER END34 INCH ANCHOR PINS 2 PER END
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1 INCH HOLE FILLED WITH EPOXY TO ATTACH ANCHOR PINS TO RETAINING WALL
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2 X 4 1/2" X 8" X 14 ' WHITE 12' WHITE OAK BOARDS PER ABUTMENT
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4" PERFORATED PIPE
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6" OF GRAVEL COMPACTED BEDDING
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4" PERFORATED PIPE
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6" OF GRAVEL COMPACTED BEDDING
AutoCAD SHX Text TENSAR TRI-AX 1800 GEOGRID SHALL BE PLACED SO AS TO SUPPORT FULL WIDTH OF CONCRETE BLOCK WALL. LENGTH WILL VARY DEPENDING ON WHICH LAYER IS BEING INSTALLED
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CLASS 4 RIP-RAP
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CLASS 4 RIP-RAP
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STREAM BED
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STATION 12+00 ELEVATION 1023.48 BRIDGE ON A -1.54% GRADE
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STATION 12+34.5 ELEVATION 1022.95 BRIDGE ON A -1.54% GRADE
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COMPACTED 1 1\2" CRUSHER RUN
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ABUTMENT LAYOUT PLAN
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CLEAN #57 STONE
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SCALE = 1:4
SCALE = 1:8
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
OX
\P
RO
JE
CT
F
IL
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CE
ME
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
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LW and AF
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
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\B
OX
\P
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JE
CT
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IL
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CO
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ME
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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TEMP ROAD BYPASS SIGN PLAN
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SPEED LIMIT 10
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STOP
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DETOUR 500'
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ONE LANE AHEAD
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DELINEATOR
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STOP
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SPEED LIMIT 10
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ONE LANE BRIDGE
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ONE LANE AHEAD
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DETOUR 500'
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TEMP BRIDGE
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WILLIAMS RIVER BRIDGE
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LITTLE LAUREL OVERLOOK
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ROAD CONSTRUCTION INFORMATION BOARD
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ONE LANE AHEAD 1500'
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ROAD CONSTRUCTION INFORMATION BOARD
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TRUCKS ENTERING ROAD AHEAD
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ONE LANE AHEAD 1500'
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WASTE SITE AREA
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STOP AHEAD
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STOP AHEAD
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TYPE 3 BARRICADES
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TYPE 3 BARRICADES
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END ROAD WORK
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END ROAD WORK
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ALTERNATE WITH ON COMING TRAFFIC
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ALTERNATE WITH ON COMING TRAFFIC
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
OX
\P
RO
JE
CT
F
IL
E
CO
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\F
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\F R1
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CH
P
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PL
AC
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PR
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D
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ME
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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PROFILE GRADE
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PROFILE CENTER LINE
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316"/FT. PLANE SURFACE
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316"/FT. PLANE SURFACE
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TYPICAL SECTION
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TANGENT
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3" PER FT
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1' - 1' ROUNDING
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34"/FT
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1' - 1' ROUNDING
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34"/FT
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LEGEND
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1. Item 401-1, (2) Hot- Laid Bituminous Concrete Item 401-1, (2) Hot- Laid Bituminous Concrete Wearing Course, Per Ton 1-1" Course. 2. Item 401-1, (1) Hot- Laid Bituminous Concrete Item 401-1, (1) Hot- Laid Bituminous Concrete Wearing Course, Per Ton 1-2 1/2" Course. 3. Item 302-1, (2) Hot- Laid Bituminous Treated Base Item 302-1, (2) Hot- Laid Bituminous Treated Base Course Aggregate, Per Cubic Yard. 1-6" Course Compacted. 302-2, Bituminous Material, per gallon. 4. Item 307-2, Class 1 Aggregate Base Course, per Cubic Item 307-2, Class 1 Aggregate Base Course, per Cubic Yard, 1-41/2" Course Compacted. 5. Item 307-1, Class 1 Aggregate Base Course, per Cubic Item 307-1, Class 1 Aggregate Base Course, per Cubic Yard. 6. Item 606-25, (6") underdrain Pipe, per L.F. Item 606-25, (6") underdrain Pipe, per L.F. 7. Item 409-2, Bituminous Material, per gallon. Item 409-2, Bituminous Material, per gallon.
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PROFILE CENTER LINE
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PROFILE GRADE
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3" PER FT
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1' - 1' ROUNDING
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1' - 1' 1' - 1' ROUNDING
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6 EXISTING UNDER DRAIN SYSTEM NEEDS REPAIRED IF DAMAGED IN CONSTRUCTION
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SUPERELEVATED TO FILL
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3.00
20.00
12.00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
OX
\P
RO
JE
CT
F
IL
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CO
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PR
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CA
D
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\F R1
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PA
CE
ME
NT
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OO
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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CLSM TO BE ROUGH FOR BONDING OF ASPHALT
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MILLED TAPERS
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MILLED TAPERS
AutoCAD SHX Text Note: 1.) The type of backfill and repaving of the trenches under existing pavement shall be as specified in the plan. 2.) Asphalt thickness shown here are in addition to any resurfacing which may be included in the project. trench is to be completed before resurfacing. 3.) Payment for asphalt to be in tons of material specified for the project. If some items are not specified cost is to be included in unit price. 4.) Concrete surface to be rough for bonding of asphalt if area is to be resurfaced. Trench to be completed before resurfacing.
AutoCAD SHX Text clsm concrete
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ASPHALT MILLING DETAIL
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8.0'
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
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\B
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
DISTRICT
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
X.XXX
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UPPER THRUST BLOCK SIDE VIEW
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THRUST BLOCK REBAR DETAILS
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LOWER THRUST BLOCK SIDE VIEW
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THRUST BLOCK TOP AND BOTTOM VIEW
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THRUST BLOCK FRONT AND BACK VIEW
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
OX
\P
RO
JE
CT
F
IL
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CO
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\F
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\F R1
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P
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AC
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PR
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EC
T\
CA
D
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\F R1
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PA
CE
ME
NT
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
X.XXX
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ELEVATION
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PLAN VIEW
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NOTES :
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* ALL EXPOSED EDGES TO HAVE 1" BEVELED CORNERS
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* APRON BY CONTRACTOR IN FIELD
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* REINFORCING - NO. 4 BARS AT 12" O.C.E.W.
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* CONCRETE TO TEST 4000 PSI @ 28 DAYS
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DIMENSION SCHEDULE
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SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST
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PIPE DIA.
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9276 LBS.
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11623 LBS.
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12402 LBS.
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APPROX. WEIGHT
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5445 LBS.
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6400 LBS.
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6400 LBS.
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7250 LBS.
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* CONTRACTOR SHALL USE TYPE "S" NON-SHRINK
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GROUT TO SEAL ANY GAPS LOCATIONS CULVERT
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AT HEADWALLS AND DROP INLET.
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WEEP HOLE FOR 6"-INCH SLOTTED DRAIN PIPE
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4.0'
20.0'
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
OX
\P
RO
JE
CT
F
IL
E
CO
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\F
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\F R1
IN
CH
P
IP
E
RE
PL
AC
EM
EN
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PR
OJ
EC
T\
CA
D
DE
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\F R1
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IP
E_
RE
PA
CE
ME
NT
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OO
D
2-
-2
0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
OUTLET CHANNEL TYPICAL
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SCALE = 1:4
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6"-INCH SLOTTED DRAIN PIPE
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48" STEEL PIPE CULVERT
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6"-INCH SLOTTED DRAIN PIPE
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SCALE = 1:4
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HOLE FOR 6"-INCH SLOTTED DRAIN PIPE
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PROJECT NAME
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VARIES
12.0'
' 1
1.3'
VARIES
12.0'
' 1
12.0'
3.0'
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
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(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
SUITABLE BACKFILL MATERIAL
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1 1\2" CLEAN AGGREGATE WRAPPED IN NON WOVEN GEO-TEXTILE
AutoCAD SHX Text PAYMENT QUANTITY DIMENTION 12' x 11'
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OVER EXCAVATION SHALL NOT BE CONSIDERED FOR PAYMENT
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1 CRUSHER RUN 12 CRUSHER RUN
AutoCAD SHX Text 1:1 Slope
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6-INCH SLOTTED DRAIN PIPE
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CULVERT SECTION STATION 0+99.56 TO STATION 2+00.80
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FLOWABLE FILL
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CLEAN 1 1\2" AGGREGATE WRAPPED IN NON WOVEN GEO-TEXTILE
AutoCAD SHX Text PAYMENT QUANTITY DIMENTION 12' x 11'
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OVER EXCAVATION SHALL NOT BE CONSIDERED FOR PAYMENT
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1 CRUSHER RUN 12 CRUSHER RUN
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CULVERT SECTION STATION 0+53.22 TO STATION 0+99.56
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6-INCH SLOTTED DRAIN PIPE
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PROJECT NAME
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-6
-5
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-4
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-9
-7
Mass Haul (Cu. Yd.)
B C
0 100
Legend
Plan L-line Location
Plan P-line Location
Plan Slope Stakes
Plan Road Edges
Plan Clearing Limits
Profile Subgrade
Section Stripping
Section L-line
Section P-line
TEMP ROAD BYPASS
PLAN
TEMP ROAD BYPASS
PROFILE AND MASS-HAUL
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
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(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
INSTALL NEW TEMP BRIDGE
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NEW 24 INCH HDPE CULVERT
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CUT = 370.04 FILL = 372.88 NET = FILL 2.84
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TOTAL CUT AND FILL
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PROJECT NAME
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L-Stn : 10+00.00
Cut Dp: 0.00
CL Y: 9553.77
CL X: 100127.04
CL Elev: 1029.99
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 7.09
Stk R: 7.03
P-Stk L: 7.09
P-Stk R: 7.03
P-Clr L: 7.09
P-Clr R: 7.03
10+00.00
L-Stn : 10+25.00
Cut Dp: 0.10
CL Y: 9578.69
CL X: 100125.91
CL Elev: 1028.44
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 7.07
Stk R: 13.47
P-Stk L: 7.07
P-Stk R: 13.47
P-Clr L: 7.07
P-Clr R: 13.47
10+25.00
L-Stn : 10+50.00
Cut Dp: 0.11
CL Y: 9603.23
CL X: 100130.38
CL Elev: 1027.06
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 7.11
Stk R: 9.18
P-Stk L: 7.10
P-Stk R: 9.18
P-Clr L: 7.10
P-Clr R: 9.18
10+50.00
L-Stn : 10+75.00
Cut Dp: -0.26
CL Y: 9626.81
CL X: 100138.68
CL Elev: 1025.87
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 7.24
Stk R: 8.57
P-Stk L: 7.24
P-Stk R: 8.61
P-Clr L: 7.24
P-Clr R: 8.61
10+75.00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
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(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
PROJECT NAME
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L-Stn : 11+00.00
Cut Dp: -2.23
CL Y: 9650.56
CL X: 100146.47
CL Elev: 1024.79
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 8.63
Stk R: 17.84
P-Stk L: 8.73
P-Stk R: 17.04
P-Clr L: 8.73
P-Clr R: 17.04
11+00.00
L-Stn : 11+25.00
Cut Dp: -0.91
CL Y: 9675.04
CL X: 100151.44
CL Elev: 1024.89
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 12.62
Stk R: 18.06
P-Stk L: 12.89
P-Stk R: 17.75
P-Clr L: 12.89
P-Clr R: 17.85
11+25.00
L-Stn : 11+50.00
Cut Dp: 1.13
CL Y: 9699.95
CL X: 100153.43
CL Elev: 1025.03
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 15.54
Stk R: 22.16
P-Stk L: 15.07
P-Stk R: 22.61
P-Clr L: 15.07
P-Clr R: 22.73
11+50.00
L-Stn : 11+75.00
Cut Dp: 0.14
CL Y: 9724.91
CL X: 100152.29
CL Elev: 1024.53
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 14.65
Stk R: 28.90
P-Stk L: 14.60
P-Stk R: 28.97
P-Clr L: 14.60
P-Clr R: 28.97
11+75.00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
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MO
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.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
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L-Stn : 12+00.00
Cut Dp: 0.70
CL Y: 9749.63
CL X: 100148.61
CL Elev: 1023.74
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 15.88
Stk R: 16.74
P-Stk L: 15.59
P-Stk R: 16.94
P-Clr L: 15.59
P-Clr R: 16.94
12+00.00
L-Stn : 12+25.00
Cut Dp: -1.30
CL Y: 9774.32
CL X: 100144.69
CL Elev: 1023.35
Rd. Wd. L: 0.00
Rd. Wd. R: 0.00
Ditch D L:
Ditch D R:
Ditch W L:
Ditch W R:
Stk L: 1.30
Stk R: 1.30
P-Stk L: 0.00
P-Stk R: 0.00
P-Clr L: 0.00
P-Clr R: 0.00
BRIDGE 12+25.00
L-Stn : 12+50.00
Cut Dp: -1.28
CL Y: 9798.68
CL X: 100139.13
CL Elev: 1022.70
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 18.88
Stk R: 29.18
P-Stk L: 19.42
P-Stk R: 28.54
P-Clr L: 19.42
P-Clr R: 28.69
12+50.00
L-Stn : 12+75.00
Cut Dp: -1.08
CL Y: 9822.98
CL X: 100133.23
CL Elev: 1020.57
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 16.39
Stk R: 28.16
P-Stk L: 16.80
P-Stk R: 27.63
P-Clr L: 16.80
P-Clr R: 27.77
12+75.00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
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RS
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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L-Stn : 13+00.00
Cut Dp: -1.02
CL Y: 9846.86
CL X: 100125.90
CL Elev: 1018.15
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 13.88
Stk R: 30.93
P-Stk L: 14.23
P-Stk R: 30.41
P-Clr L: 14.23
P-Clr R: 30.56
13+00.00
L-Stn : 13+25.00
Cut Dp: -0.91
CL Y: 9870.24
CL X: 100117.03
CL Elev: 1015.73
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 12.60
Stk R: 27.39
P-Stk L: 12.88
P-Stk R: 26.95
P-Clr L: 12.88
P-Clr R: 27.09
13+25.00
L-Stn : 13+50.00
Cut Dp: -0.35
CL Y: 9893.09
CL X: 100106.94
CL Elev: 1013.30
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 11.26
Stk R: 18.78
P-Stk L: 11.35
P-Stk R: 18.66
P-Clr L: 11.35
P-Clr R: 18.76
13+50.00
L-Stn : 13+75.00
Cut Dp: -0.81
CL Y: 9914.29
CL X: 100093.73
CL Elev: 1010.91
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 1.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 12.50
Stk R: 12.50
P-Stk L: 12.75
P-Stk R: 12.40
P-Clr L: 12.75
P-Clr R: 12.40
13+75.00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
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C :\U
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PA
CE
ME
NT
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
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L-Stn : 14+00.00
Cut Dp: -3.28
CL Y: 9933.39
CL X: 100077.64
CL Elev: 1008.54
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 9.47
Stk R: 8.06
P-Stk L: 9.65
P-Stk R: 7.58
P-Clr L: 9.65
P-Clr R: 7.58
14+00.00
L-Stn : 14+25.00
Cut Dp: -0.81
CL Y: 9950.07
CL X: 100059.04
CL Elev: 1006.18
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 7.18
Stk R: 11.14
P-Stk L: 7.18
P-Stk R: 11.34
P-Clr L: 7.18
P-Clr R: 11.34
14+25.00
L-Stn : 14+50.00
Cut Dp: -0.13
CL Y: 9968.26
CL X: 100041.96
CL Elev: 1004.20
Rd. Wd. L: 7.03
Rd. Wd. R: 7.03
Ditch D L: 0.00
Ditch D R: 0.00
Ditch W L: 0.00
Ditch W R: 0.00
Stk L: 7.05
Stk R: 7.33
P-Stk L: 7.06
P-Stk R: 7.34
P-Clr L: 7.06
P-Clr R: 7.34
14+50.00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
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\B
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2-
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MO
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NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
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OO
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2-
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MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
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DROP INLET 48" CULVERT
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LIVE DRAIN
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HIGH WATER OVERFLOW DRAIN
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EXISTING 48" FAILED CULVERT
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OUTLET DRAIN
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EROSION CONTROL AND CONSTRUCTION LIMITS
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GUARDRAIL TO BE REMOVED AND RESET
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ASPHALT TO BE MILLED
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SEE OUTLET CANNEL DETAIL
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PROJECT NAME
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SCALE 1=30'
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
C :\U
SE
RS
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CE
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NT
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OO
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2-
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0_
MO
RI
NG
.D W
G;
(R09)
EAST REGION
FR 150 HIGHLAND
SCENIC HIGHWAY 48"
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON-WHITE SULPHUR
Highland Scenic Highway Culvert
02-13-2020
LW and AF
LW and AF
AutoCAD SHX Text
PIPE BLOCKAGE OR DAMAGE
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PROPOSED LOCATION OF CUT OF 48" CMP PIPE
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SEE TYPICAL PAGE 15
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48" CMP EXISTING CULVERT TO BE FILLED
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SEE TYPICAL PAGE 16
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SEE TYPICAL PAGE 16
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POSSIBLE VOID AREA
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