6 REVISED Attachment 2.pdf
PDF 8 MB Posted
- Solicitation number
- 12343420R0003
About this file
This package includes construction drawings and specifications for a federal culvert replacement project. The Forest Service is soliciting bids to replace a failed 48-inch culvert along FR 150 Highland Scenic Highway in the Monongahela National Forest in West Virginia. Work will include installing a new 48-inch steel culvert, constructing a temporary bypass road, milling and replacing asphalt, installing erosion controls, and seeding all disturbed areas. Bids are due by February 28, 2020, with work to be completed by June 30, 2020. The pre-bid site visit will be held on February 13, 2020, and bidders must be West Virginia Transportation Business Authority prequalified.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 12343420R0003 Amendment 2.pdf | ||
| 1 Amendment 1 SF-30.pdf | ||
| 2 Meeting Notes.pdf | ||
| 3 Attachment 13.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 2.pdf | ||
| 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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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
RANGER DISTRICT
Highland Scenic Highway Culvert
02-13-2020
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DESIGNER
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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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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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%%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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1' GRAVELED SHOULDER
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DESIGNER
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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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CE
ME
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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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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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FRONT
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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
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ARCHIVE NO.
DATE
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DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/5 /20
:0
5 L W
EE
SE
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RS
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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
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DESIGNER
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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
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OX
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RO
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IL
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\F R1
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IP
E_
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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
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TEMP ROAD BYPASS SIGN PLAN
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ONE LANE AHEAD 1500'
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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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EC
T\
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D
DE
SI
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\F R1
_P
IP
E_
RE
PA
CE
ME
NT
_ G
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
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3" PER FT
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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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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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AutoCAD SHX Text 10'-0" WITH Guard Rail
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AutoCAD SHX Text Detail of guard Rail Location
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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
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\L W
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2-
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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
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
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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
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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-6
-5
-6
-6
-4
-4
-2
-4
-1
-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
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
OX
\P
RO
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CT
F
IL
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CE
ME
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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
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
:0
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
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\P
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CE
ME
NT
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OO
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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
PROJECT NAME
AutoCAD SHX Text F
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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
5 L W
EE
SE
C :\U
SE
RS
\L W
EE
SE
\B
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\P
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CT
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SI
GN
\F R1
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IP
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RE
PA
CE
ME
NT
_ G
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
PROJECT NAME
AutoCAD SHX Text F
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AutoCAD SHX Text R
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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
SE
RS
\L W
EE
SE
\B
OX
\P
RO
JE
CT
F
IL
E
CO
DE
\F
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\F R1
IN
CH
P
IP
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PL
AC
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PR
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EC
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CA
D
DE
SI
GN
\F R1
_P
IP
E_
RE
PA
CE
ME
NT
_ G
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
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
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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
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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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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
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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
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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
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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
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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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SCALE 1=30'
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
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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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REINFORCED CONCRETE
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REINFORCED CONCRETE
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6" SLOTTED DRAIN PIPE
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TOP OF GRATE ELEV= 1013.51
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BOTTOM OF 48" CULVERT ELEV=1007.51
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BOTTOM OF 48" CULVERT ELEV=1004.03
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BOTTOM OF 48" CULVERT ELEV=960.33
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BOTTOM OF 48" CULVERT ELEV=959.56
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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
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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
GENERAL NOTES
Traffic Control Traffic Control shall be considered is incidental to construction. The waste site is out side main work project area and will need a traffic control plan before start of construction begins.
Guard Rails Guard rails at the waste site shall be removed during construction and replaced after construction is finished and waste site is approved by the COR.
Haul Routes FR 150 Highland Scenic Highway East and West - This road should be utilized as the main haul route into the waste site 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.
Waste Material A waste site has be identified outside the project area. Waste sites shall be compacted in 12" lifts, 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.
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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| Sheets and Views |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Title |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Map |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-General notes |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Quannities |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Typicals 1 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Typical 2 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Bridge Abut Detail 2 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road sign plan 1 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road sign plan 2 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road sign plan 3 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Asphalt Typicals 1 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Asphalt Typicals 2 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-48 inch Replacement Rebar Typical |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-48 inch Replacement Typicals 2 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-46 inch Replacement Typical 3 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-46 inch Replacement Typical 4 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Plan and Profile |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Xsection 1 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Xsection 2 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Xsection 3 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Xsection 4 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-Temp Road Xsection 5 |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-plan view |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-pipe xsection |
| FR150_PIPE_REPACEMENT_ Good 2-28-2020_moring-waste site map and notes |
File details come from the government source that posted it. Updated .