REVISED Attachment 2.pdf
PDF 5 MB Posted
- Attached to
- FS 223 BEAR RUN ROAD CULVERT REPLACEMENT PROJECT Federal contract opportunity
- Solicitation number
- 12343420R0004
About this file
This package includes construction drawings and specifications for the FS 223 Bear Run Road Culvert Replacement Project. The project involves removing two 72-inch diameter corrugated metal pipes and replacing them with a 28' x 7'-7" x 32' precast concrete structure. Additional work includes constructing a temporary bypass road, installing riprap, and performing stream simulation. Bidding contractors will be responsible for excavation, structural backfill, road surfacing, and guardrail installation in accordance with the drawings and WVDOT specifications. The precast footings and temporary bridge will be furnished by the Forest Service. The closing date for this solicitation is June 15, 2020.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| Attendance Sheet.pdf | ||
| Attachment 8.pdf | ||
| 12343420R0004_Amendment1.pdf | ||
| Attachment 6 Personnel.doc | DOC document | |
| Attachment 1_Supplemental Specs.pdf | ||
| Attachment 4 Experience.doc | DOC document | |
| 12343420R0004.pdf | ||
| Attachment 3_Wage Determination.pdf | ||
| Attachment 5 Methodology.doc | DOC document | |
| Attachment 7 Sustainable.doc | DOC document | |
| Attachment 2_Plans.pdf |
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Text version
VICINITY MAP
PROJECT LOCATION
TRAVEL DIRECTIONS:
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE
1 COVER SHEET
2 AREA MAP
3 GENERAL NOTES
4 SITE PLAN
5 BYPASS ROAD PLAN
6 BYPASS ROAD PROFILE
7 BYPASS ROAD CROSS SECTIONS
8 ROAD PLAN & PROFILE
9 STREAM PLAN
10 STREAM PROFILE
11 STREAM CROSS SECTIONS
12 GUARDRAIL & SIGN PLAN
13 STREAM SIMULATION DETAILS
14 ROAD & FOUNDATION DETAILS
15 STRUCTURE EXCAVATION DETAILS
16 GUARDRAIL FLARED END TERMINAL
17 GUARDRAIL ELEMENTS
18 GUARDRAIL POSTS
FROM MARLINTON, WV DRIVE 8.3 MILES SOUTH ON U.S. HIGHWAY
219. CONTINUE STRAIGHT ON W.V. HIGHWAY 39/55W FOR 13.4 MILES.
FSR 223 BEAR RUN ROAD WILL BE ON THE LEFT.
MP 1.0: N 38° 10' 40"
W 80° 21' 52"
FS 223 BEAR RUN CULVERT
REPLACEMENT
WEST VIRGINIA
GREENBRIER COUNTY
MONONGAHELA NATIONAL FOREST
R 09 EASTERN REGION
RECOMMENDED BY:
APPROVED:
PROJECT ENGINEER
R 09 BRIDGE ENGINEER DATE
DATE
R 09 DIRECTOR OF ENGINEERING
DATE
DATE
FOREST ENGINEER DATE
DATE
FOREST SUPERVISOR
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NICOLET
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HURON
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CHIPPEWA
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HOOSIER
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SHAWNEE
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MARK TWAIN
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MARYLAND
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DELAWARE
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RI
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OHIO
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MISSOURI
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R 09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
AREA MAP
7/1/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
XX
PROJECT LOCATION
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E
EXISTING STRUCTURES
2 - 72" DIA. CMPS
REMOVE & DISPOSE
BYPASS LOCATION
SEE SHEETS 5 & 6
FS 223
STREAM WORK LIMITS
L7
L
L9
C6
C
TEMPORARY BRIDGE
RELOCATE ONSITE 30' POTABLE BRIDGE.
FURNISH THREE (3) 12" X 12" X 16' WHITE OAK TIMBER
SILLS EACH SIDE. UPON COMPLETION OF THE
PROJECT REMOVE , DELIVER & UNLOAD AT THE
MARLINTON RANGER DISTRICT WORKCENTER.
CONTROL POINTS
POINT #
NORTHING
10000.02'
10203.05'
9957.59'
10192.22'
EASTING
100000.00'
100103.37'
100193.05'
99989.82'
ELEVATION
999.96'
1001.24'
999.02'
990.42'
DESCRIPTION
REBAR
REBAR
HUB
HUB
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R 09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
EXISTING SITE PLAN
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
S-01 04 18
Feet
0 40 80
AJT -1 5/26/2020
THE TEMPORARY BYPASS HAS BEEN DELETED FROM
THE PROJECT. CONTRACTOR SHALL REMOVE THE
TEMPORARY BRIDGE THEN TRANSPORT AND
OFFLOAD IT AT THE MARLINTON RANGER STATION.
CONTRACTOR SHALL BE PERMITTED TO UTILIZE THE
BRIDGE FOR CONSTRUCTION ACCESS.
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F
L
O
W
TEMPORARY BRIDGE
STREAM CENTERLINE
MATCH TO EXISTING GRADE
MATCH TO EXISTING GRADE
L2
L
L
L
C
C
C
L
L
L
C
C
#4
#5
#7
#6
T
Y
P
BYPASS
NUMBER
L5
C4
L4
C3
L3
C2
L2
C1
L1
STATION
0+00.0
PC 0+72.7
PI 1+48.3
PT 2+23.8
2+23.8
PC 2+89.3
PI 3+17.6
PT 3+40.8
3+40.8
PC 4+93.6
PI 5+73.0
PT 5+94.5
5+94.5
PC 7+17.4
PI 7+58.5
PT 7+95.3
7+95.3
NORTHING
9647.3'
9712.0'
9850.3'
9911.8'
9943.7'
9972.6'
10051.5'
10150.3'
10223.9'
EASTING
99866.0'
99899.3'
99959.9'
99982.4'
100019.9'
100170.0'
100200.7'
100127.5'
100108.8'
RADIUS
1230.00'
50.00'
50.00'
100.00'
DELTA
7-02-13
58-56-49
115-37-53
44-37-36
TANGENT
LENGTH
72.72'
151.07'
65.55'
51.44'
152.81'
100.91'
122.95'
77.89'
121.56'
BEARING
N27° 11' 02.84"E
N23° 39' 56.39"E
N20° 08' 49.95"E
N49° 37' 14.25"E
N79° 05' 38.54"E
N21° 16' 41.98"E
N36° 32' 14.58"W
N14° 13' 26.38"W
N8° 05' 21.82"E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R 09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
BYPASS ROAD PLAN
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
C-01 05 18
Feet
0 40 80
SEE NOTE ABOUT DELETING
BYPASS ON SHEET 4
AJT -1 5/26/2020
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L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
BYPASS STA 2+50 TO STA 5+00 PROFILE
2+50 3+00 3+50 4+00 4+50 5+00
E L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
BYPASS STA 5+00 TO STA 7+50 PROFILE
5+00 5+50 6+00 6+50 7+00 7+50
E L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
BYPASS STA 7+50 TO STA 9+00 PROFILE
7+50 8+00 8+50 9+00
APPROX. FILL VOLUME: 840 CY
GOV'T FURNISHED
PORTABLE BRIDGE
PVI STA: 3+81
PVI ELEV: 1000.41
K: 15.83
LVC: 95.00
V C
S
A
E
V
A
E
V
S T
A
E L
E V
2.21%
S T
A
E L
E V
-6 .0
0.00%
PVI STA: 6+53.28
PVI ELEV: 1000.41
K: 73.93
LVC: 163.45
A
E
V
A
E
V
FURNISH 12" X 12" X 16'
OAK SILLS (3 EA. SIDE)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
BYPASS ROAD PROFILE
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
C-02 06 18
Feet
0 20 40
AJT -1 5/26/2020
SEE NOTE ABOUT DELETING
BYPASS ON SHEET 4
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E V
A T
I O
N
F
E E
T
OFFSET (FEET)
2+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
3+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
3+40.78
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
4+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
4+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
5+44.04
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
5+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
6+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
7+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
8+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
8+70.58
0 10 20 30 400-10-20-30-40
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
BYPASS ROAD CROSS
SECTIONS
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
C-03 07 18
PORTABLE
BRIDGE
Feet
0 20 40
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
AJT -1 5/26/2020
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V A
T I O
N
F
E E
T
E L E
V A
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N
F
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T
STATION (FEET)
BEAR RUN MP 1.0 PROFILE
3+50 4+00 4+50 5+00 5+50 6+00
28' X 7'-7" X 32'
CONSPAN 0 428
BOTTOM OF FOUNDATION
STA = 4+47
ELEV = 986.03'
-2.92% 2.6 5%
PVI STA: 4+65
PVI ELEV: 998.03
K: 30.51
LVC: 170.00
A
E
V
A
E
V
S T
A
E L E
V
S T
A
E L E
V
STA = 4+65
ELEV = 989.70'
33'-4"
NEW STREAM ALIGNMENT
F
L
O
W
NEW STRUCTURE
28' X 7'-7" X 32'
CONSPAN O 428
MATCH TO
EXISTING GRADE
MATCH TO
EXISTING GRADE
L7
C6
CLASS 2 RIPRAP,
TYP
#4
#5
#7
#6
P
BEAR RUN MP 1.0
NUMBER
L6
C5
L9
C6
L7
C7
L8
STATION
0+00.0
PC 0+16.6
PI 1+15.5
PT 2+14.1
2+14.1
PC 4+08.6
PI 4+83.7
PT 5+58.7
5+58.7
PC 6+02.3
PI 6+55.5
PT 7+08.2
7+08.2
NORTHING
9647.3'
9661.9'
9841.3'
10023.5'
10163.7'
10204.3'
10306.6'
EASTING
99866.0'
99874.0'
99956.2'
100024.4'
100077.9'
100093.8'
100120.6'
RADIUS
1386.36'
10996.59'
459.14'
DELTA
8-09-39
0-46-56
13-13-05
TANGENT
LENGTH
16.63'
197.47'
194.50'
150.14'
43.57'
105.92'
38.06'
BEARING
N28° 40' 56.86"E
N24° 36' 07.30"E
N20° 31' 17.73"E
N20° 54' 45.86"E
N21° 18' 13.99"E
N14° 41' 41.25"E
N8° 05' 08.51"E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
ROAD PLAN & PROFILE
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
C-04 08 18
Feet
0 20 40
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9+41
NEW STREAM ALIGNMENT
F
L
O
W
NEW STRUCTURE
28' X 7'-7" X 32'
CONSPAN O 428
L7
C6
CLASS 2 RIPRAP,
TYP
#4
#5
#7
#6
P
43'--9"
37'-6" TERMINAL
37'-6" TERMINAL
STRUCTURE POINTS
POINT #
NORTHING
10079.98'
10055.86'
10096.23'
10072.10'
EASTING
100065.30'
100051.08'
100037.73'
100023.52'
BASE CENTERLINE
ELEVATION
986.42'
986.42'
985.64'
985.64'
DESCRIPTION
INLET RIGHT
INLET LEFT
OUTLET RIGHT
OUTLET LEFT
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STREAM PLAN
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
C-05 09 18
Feet
0 20 40
NOTE: COORDINATES ARE INTERIOR OF CON-SPAN WALL
& ELEVATIONS ARE BOTTOM OF THE FOOTING
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E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
BEAR RUN STREAM SIMULATION LAYOUT PROFILE
7+00 7+50 8+00 8+50 9+00 9+50
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
S T
A
E L E
V
EXISTING GROUND
STREAM BED
FINISHED GRADE
.1
% -3.05%
-1 .2
.4
% -3.42%
-9 .5
.3
-3.20%
-10.64% 7.45%
-2.75%
-3.29%
-10.87%
5.9 4%
-8 .3
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
BEAR RUN STRUCTURE LAYOUT PROFILE
7+00 7+50 8+00 8+50 9+00 9+50
FINISHED GRADE
SEE SHEET 11
STA = 8+43
ELEV = 986.42'
STA = 8+75
ELEV = 985.64'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STREAM PROFILE
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
C-06 10 18
Feet
0 20 40
Feet
0 20 40
CROSS SECTION ELEVATION DETAILS
DESCRIPTION STATION
DESIGN
ELEVATION
UPSTREAM GRADE CONTROL 7+56 994.13
POOL MAX DEPTH 7+75 992.61
POOL TAIL CREST 7+84 993.26
RIFFLE TAIL/POOL HEAD 8+10 992.45
POOL MAX DEPTH 8+19 991.52
POOL TAIL CREST 8+28 992.18
RIFFLE TAIL/POOL HEAD 8+52 991.37
POOL MAX DEPTH 8+62 990.44
POOL TAIL CREST 8+71 984.70
RIFFLE TAIL/POOL HEAD 8+96 990.29
POOL MAX DEPTH 9+05 989.36
POOL TAIL CREST 9+14 990.01
DOWNSTREAM GRADE CONTROL 9+40 989.29
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E
V A
T I O
N
F
E E
T
OFFSET (FEET)
7+50.13
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
7+67.27
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
7+84.41
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
9+00.00
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
9+02.36
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
8+57.88
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
8+37.16
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
8+75.00
0 10 20 30 400-10-20-30-40-50-60
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STREAM CROSS
SECTIONS
05/10/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
C-07 11 18
Feet
0 20 40
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43'--9"
37'-6" TERMINAL
37'-6" TERMINAL
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R 09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
GUARDRAIL & SIGN PLAN
02/03/2020
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
FS090523_R102013_L1-002.dwg
C-08 12 18
Feet
0 40 80
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AVE BANKFULL = 24'
1.5' TYP
TABLE 6.1 - STREAM SIMULATION MATERIAL
TABLE 6.2 - CHANNEL ROCK MATERIAL
TABLE 6.3 - KEY PIECES
VARIES
24' MAX TAPERING TO 20'
AT POOL APPROACH
2'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STREAM SIMULATION
DETAILS
6/13/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
C-08 013 18
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%%UDESIGN POOL CROSS SECTION
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NO SCALE
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CONSTRUCT BANKS W/BOULDERS & CLASS 4 CHANNEL ROCK
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CLASS BR-1.0 STREAM SIMULATION MATERIAL
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BED CLASS BR MP 1.0
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ESTIMATED QUANTITY: 150 CY
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PERCENT PASSING
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PARTICLE DIAMETER (IN)
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AutoCAD SHX Text 2- 12
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ROCK CLASS BR MP 1.0 CR - 4
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ESTIMATED QUANTITY: 60 CY
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MASS (LB)
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APPROX. CUBIC DIMENSION (IN)
AutoCAD SHX Text 1350 - 2400
AutoCAD SHX Text 30 - 36
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ROCK CLASS BR MP 1.0 CR - 7
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ESTIMATED QUANTITY: 30 EA
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MASS (LB)
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APPROX. CUBIC DIMENSION (IN)
AutoCAD SHX Text 5500-7900
AutoCAD SHX Text 48-54
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CLASS BR-1.0 STREAM SIMULATION MATERIAL
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CONSTRUCT BANKS W/BOULDERS & CLASS 4 CHANNEL ROCK
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%%UDESIGN RIFFLE CROSS SECTION
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NO SCALE
AutoCAD SHX Text STREAM SIMULATION NOTES: 1. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR MANNER TO PROVIDE FOR LOW FLOW AQUATIC PASSAGE. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR MANNER TO PROVIDE FOR LOW FLOW AQUATIC PASSAGE. 2. CHANNEL ROCK CLUSTERS SHALL BE EMBEDDED 50 - 70% & PROTRUDE RANDOMLY ABOVE THE STREAM BED AT 1 TO 6 INCHES. CHANNEL ROCK CLUSTERS SHALL BE EMBEDDED 50 - 70% & PROTRUDE RANDOMLY ABOVE THE STREAM BED AT 1 TO 6 INCHES. 3. ROCK SPANNING RIBS/STEP LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. ROCK SPANNING RIBS/STEP LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. 4. SUITABLE EXCAVATED MATERIAL USED FOR THE STREAM BOTTOM SHALL MEET THE GRADATION REQUIREMENTS, AS SHOWN ON THE DRAWINGS OR SUITABLE EXCAVATED MATERIAL USED FOR THE STREAM BOTTOM SHALL MEET THE GRADATION REQUIREMENTS, AS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE CONTRACTING OFFICER. 5. WHEN SUITABLE EXCAVATED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL SOURCE A MATERIAL MEETING THE SPECIFICATIONS FOR THE WHEN SUITABLE EXCAVATED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL SOURCE A MATERIAL MEETING THE SPECIFICATIONS FOR THE GRADATION OF THE STREAMBED SIMULATION ROCK TABLE SHOWN IN THE DRAWINGS. 6. VARY DIRECTION AND SHAPE OF THE GRADE CONTROL STRUCTURES. ANGLE SLIGHTLY AND CHANGE ORIENTATION. STEPS/RIBS STRAIGHT ACROSS VARY DIRECTION AND SHAPE OF THE GRADE CONTROL STRUCTURES. ANGLE SLIGHTLY AND CHANGE ORIENTATION. STEPS/RIBS STRAIGHT ACROSS THE CHANNEL ARE NOT DESIRABLE 7. STEP/RIB PLACEMENT IS +OR- 1FT FROM DESIGNATED STATION STEP/RIB PLACEMENT IS +OR- 1FT FROM DESIGNATED STATION 8. BANKS OUTSIDE OF STRUCTURE WILL TRANSITION WIDTH AND BLEND AT THE DESIGNATED STATION. BANKS OUTSIDE OF STRUCTURE WILL TRANSITION WIDTH AND BLEND AT THE DESIGNATED STATION. 9. RIFFLES TYPICALLY NARROW & STEEPEN AT THE DOWNSTREAM SECTION. THE LOWER THIRD TYPICALLY CONSTRICTS TO 70-80% AS COMPARED TO RIFFLES TYPICALLY NARROW & STEEPEN AT THE DOWNSTREAM SECTION. THE LOWER THIRD TYPICALLY CONSTRICTS TO 70-80% AS COMPARED TO THE UPPER GRADIENT.
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OBJECT MARKER
THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN
PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.
TOP OF ROAD
9"
10'-0" (MIN.)
POST ROUGH SAWN
4"x4"x10'-0"
3'-0"
4'-0"
3'-0"
2"
3'-0"
1'-0"
9"
2'-0"
TOP OF
STRUCTURE/GRND
EDGE OF ROAD
NO SCALE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN
CULVERT
REPLACEMENT
PROJECT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
ROAD AND FOUNDATION
DETAILS
6/13/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
C-09 014 18
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TYPICAL BYPASS ROAD SURFACING CROSS SECTION NTS
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SIDE SLOPE OF 2H:1V MAX
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CROWN WITH 2% SLOPE
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6" COMPACTED AGGREGATE, CLASS 1
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FOUNDATION DETAIL (TYP.) N.T.S.
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STREAM SIMULATION SEE SHEET 13
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STRUCTURAL BACKFILL SEE SHEET 15
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CONTECH EXPRESS PRECAST FOOTINGS
AutoCAD SHX Text FOUNDATION NOTES: 1. FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN COORDINATION WITH THE FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN COORDINATION WITH THE STRUCTURE MANUFACTURER FOR PROPER SIZING AND FIT. THE FOUNDATIONS DESIGN SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE CO FOR APPROVAL. 2. THE DESIGN TO BE IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION FOR THE DESIGN TO BE IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION FOR HL-93 LOADING. 3. FOR INFORMATION ON CHANNEL DIVERSION DURING CONSTRUCTION, SEE SPECIAL CONTRACT REQUIREMENT FOR INFORMATION ON CHANNEL DIVERSION DURING CONSTRUCTION, SEE SPECIAL CONTRACT REQUIREMENT 208. 4. OVER-EXCAVATION AND REPLACEMENT WITH FOUNDATION FILL MAY BE REQUIRED PER STANDARD AND OVER-EXCAVATION AND REPLACEMENT WITH FOUNDATION FILL MAY BE REQUIRED PER STANDARD AND SPECIAL CONTRACT REQUIREMENT SECTION 208.08(d). 5. FOUNDATION SHALL BE APPROVED BY THE CO. REFER TO SPECIAL CONTRACT REQUIREMENT 208. FOUNDATION SHALL BE APPROVED BY THE CO. REFER TO SPECIAL CONTRACT REQUIREMENT 208. GEOTEXTILE MAY BE USED AS APPROVED BY THE CO. PLACE 6"THICK GRANULAR FILL WITH SEPARATION GEOTEXTILE UNDER FOUNDATION. DETAILS SUBJECT TO CHANGE AS PER MANUFACTURER'S RECOMMENDATIONS. 6. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE DISPOSED OF IN LOCATIONS APPROVED BY THE CO. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE DISPOSED OF IN LOCATIONS APPROVED BY THE CO.
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6" THICKNESS COMPACTED AGGREGATE , CLASS 1
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BACKFILL OVER STRUCTURE
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TOP OF STRUCTURE
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TYPICAL ROAD SURFACING CROSS SECTION NTS
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2% CROWN
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STRUCTURE
EXCAVATION DETAILS
6/13/2019
C.GOMEZ
C.GOMEZ
X.XXX
C-10 015 18
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ROADWAY SURFACE
AutoCAD SHX Text LEGEND: STRUCTURAL EXCAVATION (PAY ITEM 20801) STRUCTURAL BACKFILL (PAY ITEM 20803) FOUNDATION FILL (INCIDENTAL TO 63501)
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TYPICAL EARTHWORK CROSS SECTION N.T.S.
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TYPICAL CULVERT CROSS SECTION N.T.S.
AutoCAD SHX Text STRUCTURAL EXCAVATION NOTES 1. COMPLETE STRUCTURE EXCAVATION IN ACCORDANCE WITH FP-14 COMPLETE STRUCTURE EXCAVATION IN ACCORDANCE WITH FP-14 SECTION 209. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION SUPPORT AND COMPLIANCE WITH ALL APPLICABLE OSHA REGULATIONS. 3. USE PROVIDED GEOTECHNICAL REPORT TO DETERMINE EXCAVATION USE PROVIDED GEOTECHNICAL REPORT TO DETERMINE EXCAVATION LIMITS. EXCAVATION LIMITS SHOWN SHALL COMPLY WITH OSHA EXCAVATION LIMITS SHOWN SHALL COMPLY WITH OSHA SLOPING AND BENCHING REQUIREMENTS. 4. CLEAR AREA OF VEGETATION AND OBSTRUCTIONS PRIOR TO CLEAR AREA OF VEGETATION AND OBSTRUCTIONS PRIOR TO EXCAVATION. 5. CONSERVE ALL SUITABLE MATERIAL FOR STRUCTURAL BACKFILL AND CONSERVE ALL SUITABLE MATERIAL FOR STRUCTURAL BACKFILL AND OTHER BACKFILL PURPOSES. 6. DO NOT STOCKPILE EXCAVATED MATERIAL OR ALLOW CONSTRUCTION DO NOT STOCKPILE EXCAVATED MATERIAL OR ALLOW CONSTRUCTION EQUIPMENT CLOSER THAN 2 FEET FROM THE EDGE OF ANY EXCAVATIONS. STRUCTURAL BACKFILL NOTES 1. PLACE STRUCTURAL BACKFILL IN ACCORDANCE WITH FP-14 SECTION PLACE STRUCTURAL BACKFILL IN ACCORDANCE WITH FP-14 SECTION 209.09, WITH MATERIAL MEETING THE REQUIREMENTS OF SECTION 704.04, BACKFILL. 2. BACKFILL LIMITS SHOWN ON THIS SHEET ARE THE MINIMUM BACKFILL LIMITS SHOWN ON THIS SHEET ARE THE MINIMUM REQUIREMENTS. 3. ANY BACKFILL OUTSIDE THE LIMITS SHOWN IS CONSIDERED ANY BACKFILL OUTSIDE THE LIMITS SHOWN IS CONSIDERED EMBANKMENT AND SHALL MEET THE REQUIREMENTS FOR EMBANKMENT CONSTRUCTION.
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TYPICAL FOUNDATION DETAIL SEE SHEET 13
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PLACED STREAMBED CHANNEL ROCK, PLACEMENT METHOD A SEE STREAM SIMULATION DETAILS
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PLACED STREAMBED SIMULATION ROCK SEE STREAM SIMULATION DETAILS
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PROPOSED 3 SIDED RIGID FRAME STRUCTURE, CONSPAN O-SERIES
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AGGREGATE SURFACE COURSE 6 INCHES DEPTH, WVDOT CLASS 1, COMPACTION METHOD 5
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CONTECH EXPRESS FOUNDATION
AutoCAD SHX Text
EXISTING STRUCTURE REMOVE AND DISPOSE
AutoCAD SHX Text
LIMITS OF EXCAVATION (TYP.)
AutoCAD SHX Text STRUCTURAL BACKFILL - FOLLOW MANUFACTURER'S RECOMMENDATIONS ON SOIL TYPE & DISTANCES MINIMUM REQUIREMENTS.
AutoCAD SHX Text
SEE NOTE NO.1 - STRUCTURAL EXCAVATION NOTES
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R 09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
GUARDRAIL FLARED
END TERMINAL
02/1/2020
DIFIORE/GOMEZ
DIFIORE/GOMEZ
X.XXX
GR-1
16 18
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text 6'-3"
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text
OF RAIL.
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text 6'-3"
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
MEASURED
AutoCAD SHX Text
AT BACK
AutoCAD SHX Text
LENGTH OF NEED FOR GUARDRAIL
AutoCAD SHX Text
POST AND WOOD BLOCKOUT
AutoCAD SHX Text
AS PER STAND. DETAIL SHEET GR2
AutoCAD SHX Text
LENGTH OF NEED TERMINAL POINT
AutoCAD SHX Text
AS SHOWN IN THE PLANS
AutoCAD SHX Text
(MAX.)
AutoCAD SHX Text
TANGENT LINE PROJECTED FROM THE FACE OF THE LAST TWO
AutoCAD SHX Text
POST BLOCKS IN THE STANDARD POST SECTION.
AutoCAD SHX Text
BREAK POINT
AutoCAD SHX Text 15:1
AutoCAD SHX Text
4:1 SLOPE
AutoCAD SHX Text 15:1
AutoCAD SHX Text
GRADE TO MATCH
AutoCAD SHX Text
EXISTING SLOPE
AutoCAD SHX Text
TRANSITION BACK TO EXISTING SHOULDER BREAK POINT
AutoCAD SHX Text
FACE OF POST
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
BREAK POINT
AutoCAD SHX Text
(MAX.)
AutoCAD SHX Text
SLOPE 4:1 OR FLATTER
AutoCAD SHX Text
10:1 SLOPE
AutoCAD SHX Text
10:1 SLOPE
AutoCAD SHX Text
SLOPE 4:1 OR FLATTER
AutoCAD SHX Text
(MAX.)
AutoCAD SHX Text
10:1 SLOPE
AutoCAD SHX Text
GRADE TO MATCH
AutoCAD SHX Text
EXISTING SLOPE
AutoCAD SHX Text
TERMINAL POST IS INCLUDED
AutoCAD SHX Text
FOR PAYMENT WITH GUARDRAIL.
AutoCAD SHX Text
PARABOLIC LAYOUT PLAN
AutoCAD SHX Text
DEDUCT 25'-0" FROM THE
AutoCAD SHX Text
37'-6" FLARED TERMINAL PER PRE-APPROVED SHOP DRAWING
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
3'-0" (MIN.)
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 26'-0"
AutoCAD SHX Text
YELLOW REFLECTIVE ADHESIVE SHEETING
AutoCAD SHX Text
TO BE APPLIED TO NOSE.
AutoCAD SHX Text
"FLARED END TERMINAL"
AutoCAD SHX Text
GUARDRAIL PAY LIMIT
AutoCAD SHX Text
PAY LIMITS ITEM 61703
AutoCAD SHX Text PROVIDE SHOP DRAWINGS. THE POST OFFSET DIMENSIONS ARE GIVEN TO THE CENTER OF THE TRAFFIC FACE OF THE BLOCKOUTS; EXCEPT AT THE FIRST POST, WHERE THE DIMENSION IS TO THE CENTER OF THE TRAFFIC FACE OF THE POST. OFFSET POINTS ARE TO BE LOCATED BY MEASUREMENTS AT THE BACK OF RAIL EQUAL TO THE NOMINAL POST SPACINGS SHOWN ON PRE-APPROVED SHOP DRAWINGS. POSTS ARE TO BE SET APPROXIMATELY RADIAL TO THE RAILING AT EACH LOCATION. WHEN A WOOD BLOCK IS USED ADJACENT TO A WOOD POST, THE BLOCK SHALL BE NAILED TO THE POST WITH A GALVANIZED STEEL 10D COMMON NAIL. THE NAIL IS TO BE DRIVEN INTO THE CENTER OF THE TOP OR BOTTOM OF THE BLOCK. ALL COSTS FOR GUARDRAILS, POSTS AND FLARED ENDS ARE INCIDENTAL TO LINE ITEM XYZ. YELLOW REFLECTIVE SHEETING SHALL COVER THE ENTIRE NOSE OF THOSE TERMINALS WITH A FLAT IMPACT HEAD. THOSE TERMINALS WITH A ROUNDED IMPACT HEAD SHALL BE COVERED WITH A 1'-0" X 3'-0" YELLOW REFLECTIVE SHEET.
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
BEAR RUN MP 1.0
CULVERT
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
GUARDRAIL ELEMENTS
02/1/2020
DIFIORE/GOMEZ
DIFIORE/GOMEZ
X.XXX
GR-2
17 18
AutoCAD SHX Text
(UNANCHORED ENDS - WOOD POSTS AND BLOCKS SHOWN)
AutoCAD SHX Text
TYPICAL GUARDRAIL INSTALLATION
AutoCAD SHX Text
OFFSET BLOCKS
AutoCAD SHX Text
(UNLESS OTHER-
AutoCAD SHX Text
WISE SPECIFIED)
AutoCAD SHX Text
APPROACH END
AutoCAD SHX Text
(TERMINAL SECTION
AutoCAD SHX Text
BUFFER END)
AutoCAD SHX Text
END POST
AutoCAD SHX Text
INTERMEDIATE POST
AutoCAD SHX Text
SPLICE
AutoCAD SHX Text
POST
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
INTERMEDIATE POST
AutoCAD SHX Text
DIRECTION OF TRAFFIC
AutoCAD SHX Text = 6.25'
AutoCAD SHX Text
END POST
AutoCAD SHX Text
NUT
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
RAIL ELEMENT
AutoCAD SHX Text
RAIL SPLICE
AutoCAD SHX Text
TERMINAL SECTION BUFFER END
AutoCAD SHX Text
(FOR USE ONLY ON UNANCHORED ENDS AND
AutoCAD SHX Text
ON SPECIAL TRAILING END TERMINAL)
AutoCAD SHX Text 29/32" X 1-1/8"
AutoCAD SHX Text
SLOTTED HOLES
AutoCAD SHX Text
SYMMETRICAL
AutoCAD SHX Text
ABOUT C
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AutoCAD SHX Text
OFFSET BLOCKS
AutoCAD SHX Text
(UNLESS OTHER-
AutoCAD SHX Text
WISE SPECIFIED)
AutoCAD SHX Text
TRAILING END
AutoCAD SHX Text
(TERMINAL SECTION
AutoCAD SHX Text
BUFFER END)
AutoCAD SHX Text
SPLICE SECTION
AutoCAD SHX Text
LAP GUARDRAIL AT SPLICE IN
AutoCAD SHX Text
THE DIRECTION OF TRAFFIC
AutoCAD SHX Text
LAP
AutoCAD SHX Text
BUTTON HEAD
AutoCAD SHX Text
1-5/16" DIA. ROUND X
AutoCAD SHX Text
5/16" HEIGHT
AutoCAD SHX Text
OVAL SHOULDER
AutoCAD SHX Text 5/8" X 7/8"
AutoCAD SHX Text
POST BOLT: SIMILAR EXCEPT LENGTH
AutoCAD SHX Text
SPLICE BOLT
AutoCAD SHX Text 5/8"
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 12-1/4"
AutoCAD SHX Text 16"
AutoCAD SHX Text
APPROX.
AutoCAD SHX Text
APPROX.
AutoCAD SHX Text 12-3/4"
AutoCAD SHX Text 24"
AutoCAD SHX Text
BASE METAL NOMINAL
AutoCAD SHX Text
THICKNESS, 0.135"
AutoCAD SHX Text 3"
AutoCAD SHX Text 8-1/2"
AutoCAD SHX Text 2-1/4"
AutoCAD SHX Text 30%%D
AutoCAD SHX Text
SPLICE BOLT
AutoCAD SHX Text
SLOTS,29/32"
AutoCAD SHX Text X 1-1/8"
AutoCAD SHX Text 6-1/4"R
AutoCAD SHX Text 3"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
BASE METAL
AutoCAD SHX Text
NOMINAL
AutoCAD SHX Text
THICKNESS,
AutoCAD SHX Text 0.105"
AutoCAD SHX Text
IN RAIL ELEMENT
AutoCAD SHX Text
3/4"X2-1/2"SLOT
AutoCAD SHX Text 12-1/4"
AutoCAD SHX Text
TOLERANCE
AutoCAD SHX Text 10%%D
AutoCAD SHX Text 1-1/16"
AutoCAD SHX Text 3-3/16"
AutoCAD SHX Text 1/16"
AutoCAD SHX Text 3-1/4"
AutoCAD SHX Text 3-1/4"
AutoCAD SHX Text 5/8"
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text 9/16"
AutoCAD SHX Text 1-17/32"
AutoCAD SHX Text 1-10 3/8"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 1"
AutoCAD SHX Text
12-1/2" LAP
AutoCAD SHX Text 2"
AutoCAD SHX Text 4-1/4"
AutoCAD SHX Text 4-1/4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 15/16"R
AutoCAD SHX Text 15/16"R
AutoCAD SHX Text 1'-10 3/8"
AutoCAD SHX Text 3'6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
GROUND LINE OR SHOULDER
AutoCAD SHX Text
SURFACING AT FACE OF RAIL
AutoCAD SHX Text 12 3/4"
AutoCAD SHX Text
13'-6 1/2" MIN. ELEMENT LENGTH
AutoCAD SHX Text
26'-0 1/2" MAX. ELEMENT LENGTH
AutoCAD SHX Text 12-3/4"
AutoCAD SHX Text
EIGHT (8) SPLICE BOLTS ARE TO
AutoCAD SHX Text
BE USED AT ALL RAIL SPLICES
AutoCAD SHX Text
LAP
AutoCAD SHX Text
LAP
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
POST SPACING
AutoCAD SHX Text GUARDRAIL SHALL BE SECURED TO THE BLOCKS, POSTS AND OTHER ELEMENTS BY 5/8" DIA. BOLTS AND NUTS CONFORMING TO THE DETAILS HEREIN AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. NUTS SHALL CONFORM TO ASTM A563, GRADE A OR BETTER. APPROACH AND TRAILING END TREATMENTS SHALL BE AS SHOWN OR SPECIFIED ON THE PLANS. APPROACH AND TRAILING ENDS SHALL BE ANCHORED UNLESS OTHERWISE SPECIFIED ON THE PLANS; THE SPECIFIC ANCHOR TERMINAL TO BE UTILIZED SHALL BE AS SHOWN OR SPECIFIED. THE PAY QUANTITY OF GUARDRAIL WILL BE THE LINEAR FEET OF GUARDRAIL MEASURED ALONG THE FACE OF THE RAIL FROM CENTER TO CENTER OF END POSTS. COST OF THE TERMINAL SECTION BUFFER END SHALL BE INCLUDED IN THE COST OF THE GUARDRAIL. THE APPROACH SLOPE TO THE FACE OF ALL GUARDRAIL SHALL BE 10:1 OR FLATTER.
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R9
EASTERN REGION
BEAR RUN
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
GUARDRAIL POSTS
02/1/2020
DIFIORE/GOMEZ
DIFIORE/GOMEZ
X.XXX
GR-3
18 18
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 7 5/8 "
AutoCAD SHX Text 5/8"
AutoCAD SHX Text Bolt
AutoCAD SHX Text 14"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text Circular
AutoCAD SHX Text Washer
AutoCAD SHX Text (Min.)
AutoCAD SHX Text 13/16" Dia. Hole
AutoCAD SHX Text Additional Hole (to
AutoCAD SHX Text facilitate erection)
AutoCAD SHX Text Optional Holes (to
AutoCAD SHX Text facilitate erection)
AutoCAD SHX Text 7"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 4"
AutoCAD SHX Text Traffic
AutoCAD SHX Text Traffic
AutoCAD SHX Text C
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AutoCAD SHX Text Posts
AutoCAD SHX Text and Blocks
AutoCAD SHX Text Steel Post
AutoCAD SHX Text Rail Element
AutoCAD SHX Text
STEEL GUARDRAIL POST
AutoCAD SHX Text
(WOOD BLOCK)
AutoCAD SHX Text Blocks shall be centered on their posts and the center
AutoCAD SHX Text
STEEL POSTS:
AutoCAD SHX Text
WOOD BLOCKS:
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 5/8"
AutoCAD SHX Text Bolt
AutoCAD SHX Text 14"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text Washer
AutoCAD SHX Text 13/16" Dia. Hole
AutoCAD SHX Text Additional Hole (to
AutoCAD SHX Text facilitate erection)
AutoCAD SHX Text Optional Holes (to
AutoCAD SHX Text facilitate erection)
AutoCAD SHX Text 7"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 4"
AutoCAD SHX Text Traffic
AutoCAD SHX Text Post Bolt
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text The circular washers shall be made of steel and galvanized
AutoCAD SHX Text of wood blocks to be erected on steel posts.
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
GENERAL:
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text Only one type of block, steel or wood, shall be used throughout
AutoCAD SHX Text " Blocks for block-outs"
AutoCAD SHX Text shall be used on all posts
AutoCAD SHX Text except when otherwise noted on plans.
AutoCAD SHX Text When blocks are not
AutoCAD SHX Text herein, except the 5/8 "
AutoCAD SHX Text required, the 1" minimum
AutoCAD SHX Text notch for the wood guardrail post
AutoCAD SHX Text needed. For steel posts
AutoCAD SHX Text herein, with the additional
AutoCAD SHX Text holes (to facilitate erection) being
AutoCAD SHX Text optional.
AutoCAD SHX Text
AutoCAD SHX Text the types (species)
AutoCAD SHX Text permitted by specifications for wood posts.
AutoCAD SHX Text Wood blocks shall be pressure-
AutoCAD SHX Text -treated in conformance
AutoCAD SHX Text with the requirements for wood posts. However, AutoCAD SHX Text creosote oil
AutoCAD SHX Text is not permitted as a preservative in the pressure treatment
AutoCAD SHX Text be positioned so that the 6" x 14" faces of the
AutoCAD SHX Text of the block holes, AutoCAD SHX Text for bolts connecting rails to blocks, shall be
AutoCAD SHX Text horizontally offset 1-1/8" from
AutoCAD SHX Text the center of the steel posts toward
AutoCAD SHX Text the post edge facing approaching
AutoCAD SHX Text traffic for both steel and wood
AutoCAD SHX Text blocks, as shown for wood blocks on the
AutoCAD SHX Text Plan view of the Block
AutoCAD SHX Text Stop Detail. Post length will be 6' + 1/2 " unless other-
AutoCAD SHX Text wise noted.
AutoCAD SHX Text unless otherwise specifed.
AutoCAD SHX Text provided, the
AutoCAD SHX Text post details will be as shown
AutoCAD SHX Text bolt minimum length will be
AutoCAD SHX Text bolt minimum length will be
AutoCAD SHX Text reduced as
AutoCAD SHX Text not be used, and
AutoCAD SHX Text nails for block stability will not be
AutoCAD SHX Text blocks, details of the posts shall
AutoCAD SHX Text conform to the "Steel
AutoCAD SHX Text Guardrail Post (Wood
AutoCAD SHX Text Block)" details
AutoCAD SHX Text 8"X6", Wood Block
AutoCAD SHX Text 7 5/8 "
AutoCAD SHX Text 8"
AutoCAD SHX Text 8" x 6" Wood Block
AutoCAD SHX Text 3/4 "
AutoCAD SHX Text 3/4 "
AutoCAD SHX Text 4 1/2 "
AutoCAD SHX Text 1 1/8 "
AutoCAD SHX Text 6"
AutoCAD SHX Text 8" x 6" wood blocks shall
AutoCAD SHX Text blocks are the
AutoCAD SHX Text contact faces
AutoCAD SHX Text
PLAN
AutoCAD SHX Text for the rail elements and the posts in order to achieve the blockout
AutoCAD SHX Text dimension shown. When wood block is
AutoCAD SHX Text used adjacent to a wood post, the
AutoCAD SHX Text block shall be nailed to the post with a
AutoCAD SHX Text galvanized steel 10d common nail.
AutoCAD SHX Text The nail is to be driven into the center of
AutoCAD SHX Text the top or bottom of the block.
AutoCAD SHX Text W6 x 9
AutoCAD SHX Text L=9 3/8 "
AutoCAD SHX Text W6 x 9
AutoCAD SHX Text in accordance with
AutoCAD SHX Text the requirements of AASHTO M232.
AutoCAD SHX Text The type (species) of wood for blocks is to be one of
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| Sheets and Views |
| BR-TITLE |
| BR-2 |
| BR-3 |
| BR-4 |
| OLE1 |
| BR-5 |
| OLE1 |
| BR-6 |
| OLE1 |
| BR-7 |
| OLE1 |
| BR-8 |
| OLE1 |
| BR-9 |
| OLE1 |
| BR-10 |
| OLE1 |
| BR-11 |
| OLE1 |
| BR-12 |
| OLE1 |
| BR-13 |
| OLE1 |
| BR-14 |
| OLE1 |
| BR-15 |
| OLE1 |
| BR-16 |
| OLE1 |
| BR-17 |
| OLE1 |
| BR-18 |
| OLE1 |
| BEAR RUN SHEETS 4 TO 7 MODIFICATIONS.pdf |
| Sheets and Views |
| BearRun_AJT MODIFICATIONS 1_05_26_2020-S-1_SitePlan |
| OLE1 |
| BearRun_AJT MODIFICATIONS 1_05_26_2020-C-1_BYPASSPlan |
| OLE1 |
| BearRun_AJT MODIFICATIONS 1_05_26_2020-C-2_BypassProf |
| OLE1 |
| BearRun_AJT MODIFICATIONS 1_05_26_2020-C-3_BypassXsects |
| OLE1 |
File details come from the government source that posted it. Updated .