Attachment 2_Plans.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 a culvert replacement project on Bear Run Road in the Monongahela National Forest. The project involves removing two 72-inch diameter corrugated metal pipes and replacing them with a 28-foot long, 7-foot 7-inch wide by 32-foot high precast concrete box culvert. Additional work includes constructing a temporary bypass road, stream simulation, guardrails, and other associated elements. The solicitation is being issued by the USDA Forest Service Eastern Region for the Gauly Ranger District. The drawings provide details on the existing site conditions, proposed design, and construction requirements.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| Attendance Sheet.pdf | ||
| REVISED Attachment 2.pdf | ||
| Attachment 8.pdf | ||
| 12343420R0004_Amendment1.pdf | ||
| Attachment 3_Wage Determination.pdf | ||
| Attachment 5 Methodology.doc | DOC document | |
| Attachment 6 Personnel.doc | DOC document | |
| Attachment 1_Supplemental Specs.pdf | ||
| Attachment 4 Experience.doc | DOC document | |
| 12343420R0004.pdf | ||
| Attachment 7 Sustainable.doc | DOC document |
Show all 12
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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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EASTERN REGION
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NICOLET
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MONONGAHELA
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MANISTEE
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HURON
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MARK TWAIN
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DELAWARE
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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
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
GENERAL NOTES
7/1/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
XX
SPECIFICATIONS : THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14 - US CUSTOMARY UNITS)
AS MODIFIED FOR THIS CONTRACT IN THE SUPPLEMENTAL SPECIFICATIONS.
GEOTECHNICAL REPORT : A GEOTECHNICAL REPORT IS INCLUDED WITH THE SOLICITATION.
UTILITIES : THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. A CERTIFICATE OF
COMPLETION SHALL BE PROVIDED TO THE CO.
IN-STREAM WORK WINDOW : JUNE 1 TO SEPTEMBER 15
HOURS OF OPERATION : 0600 - 1800 M-F, NO FED HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.
NOXIOUS WEED CONTROL : ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. CONTRACTOR SHALL SCHEDULE EQUIPMENT
INSPETION W/THE CO PRIOR TO MOBILIZATION TO FOREST SERVICE LANDS.
ARCHEOLOGICAL SITES : SHOULD ARCHEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE
DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO.
TRAFFIC CONTROL : THE EXISTING 30 FT TEMPORARY BRIDGE ONSITE, SHALL BE USED TO PROVIDE A TEMPORARY BYPASS. UPON COMPLETION OF THE PROJECT THE PORTABLE BRIDGE SHALL BE REMOVED, DELIVERED & UNLOADED AT THE MARLINTON RANGER DISTRICT WORKCENTER.. WORK UNDER THIS PAY ITEM INCLUDES PROVIDING ALL MATERIAL, EQUIPMNT & LABOR TO CONSTRUCT & REMOVE THE BYPASS ROAD.
SALVAGE : ALL EXCESS MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE CO, AND SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE
WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
EXCAVATION : THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE
REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. EXCESS SUITABLE MATERIAL MAY BE STOCKPILED AT A LOCATION AS APPROVED BY THE CO. ANY UNSUITABLE EXCAVATION SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
LAWS. REMOVAL IS INCIDENTAL TO 20901.
TOPSOIL : TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO. EXPOSED SOIL SHALL RECEIVE 2"-3" OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF
THE
DEWATERING : COMPLY WITH WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION
REQUIREMENTS. DEWATERING PLAN MUST BE SUBMITTED 15 DAYS IN ADVANCE OF CONSTRUCTION. PUMP TURBID WATER A MINIMUM OF 100 FEET AWAY FROM THE STREAM INTO SEDIMENT BAGS, PROVIDE A MINIMUM OF 3 BAGS, 15' x 15'. DISPOSE OF BAGS AT END OF CONSTRUCTION.
SEDIMENT & EROSION CONTROL: COMPLY WITH WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. EROSION CONTROL PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF
CONSTRUCTION.
STAGING AREAS : STAGING AREAS SHALL BE APPROVED BY THE CO.
CONTOURS: CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THE ELEVATION SHOWN FOR A POINT AND THE ADJACENT CONTOURS, THE POINT ELEVATION WILL BE CONSIDERED
CORRECT.
BEAR RUN MP 1.0 SUMMARY OF QUANTITIES
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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
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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
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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
-6.00%
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
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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
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E
V A
T I O
N
F
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F
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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
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E L E
V A
T I O
N
F
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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
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S T
A
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V
S T
A
E L E
V
S T
A
E L E
V
S T
A
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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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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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AutoCAD SHX Text
6" THICKNESS COMPACTED AGGREGATE , CLASS 1
AutoCAD SHX Text
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
AutoCAD SHX Text
ROADWAY SURFACE
AutoCAD SHX Text LEGEND: STRUCTURAL EXCAVATION (PAY ITEM 20801) STRUCTURAL BACKFILL (PAY ITEM 20803) FOUNDATION FILL (INCIDENTAL TO 63501)
AutoCAD SHX Text
TYPICAL EARTHWORK CROSS SECTION N.T.S.
AutoCAD SHX Text
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.
AutoCAD SHX Text
TYPICAL FOUNDATION DETAIL SEE SHEET 13
AutoCAD SHX Text
PLACED STREAMBED CHANNEL ROCK, PLACEMENT METHOD A SEE STREAM SIMULATION DETAILS
AutoCAD SHX Text
PLACED STREAMBED SIMULATION ROCK SEE STREAM SIMULATION DETAILS
AutoCAD SHX Text
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
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EXISTING STRUCTURE REMOVE AND DISPOSE
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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"
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NOTES
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MEASURED
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AT BACK
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LENGTH OF NEED FOR GUARDRAIL
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POST AND WOOD BLOCKOUT
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AS PER STAND. DETAIL SHEET GR2
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LENGTH OF NEED TERMINAL POINT
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AS SHOWN IN THE PLANS
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(MAX.)
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TANGENT LINE PROJECTED FROM THE FACE OF THE LAST TWO
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POST BLOCKS IN THE STANDARD POST SECTION.
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BREAK POINT
AutoCAD SHX Text 15:1
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4:1 SLOPE
AutoCAD SHX Text 15:1
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GRADE TO MATCH
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EXISTING SLOPE
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TRANSITION BACK TO EXISTING SHOULDER BREAK POINT
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FACE OF POST
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SHOULDER
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BREAK POINT
AutoCAD SHX Text
(MAX.)
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SLOPE 4:1 OR FLATTER
AutoCAD SHX Text
10:1 SLOPE
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10:1 SLOPE
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SLOPE 4:1 OR FLATTER
AutoCAD SHX Text
(MAX.)
AutoCAD SHX Text
10:1 SLOPE
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GRADE TO MATCH
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EXISTING SLOPE
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TERMINAL POST IS INCLUDED
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FOR PAYMENT WITH GUARDRAIL.
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PARABOLIC LAYOUT PLAN
AutoCAD SHX Text
DEDUCT 25'-0" FROM THE
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37'-6" FLARED TERMINAL PER PRE-APPROVED SHOP DRAWING
AutoCAD SHX Text 4'-0"
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3'-0" (MIN.)
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SHOULDER
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 26'-0"
AutoCAD SHX Text
YELLOW REFLECTIVE ADHESIVE SHEETING
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TO BE APPLIED TO NOSE.
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"FLARED END TERMINAL"
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GUARDRAIL PAY LIMIT
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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
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(UNANCHORED ENDS - WOOD POSTS AND BLOCKS SHOWN)
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TYPICAL GUARDRAIL INSTALLATION
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OFFSET BLOCKS
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(UNLESS OTHER-
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WISE SPECIFIED)
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APPROACH END
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(TERMINAL SECTION
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BUFFER END)
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END POST
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INTERMEDIATE POST
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SPLICE
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POST
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PLAN
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INTERMEDIATE POST
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DIRECTION OF TRAFFIC
AutoCAD SHX Text = 6.25'
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END POST
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NUT
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SECTION
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RAIL ELEMENT
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RAIL SPLICE
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TERMINAL SECTION BUFFER END
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(FOR USE ONLY ON UNANCHORED ENDS AND
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ON SPECIAL TRAILING END TERMINAL)
AutoCAD SHX Text 29/32" X 1-1/8"
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SLOTTED HOLES
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SYMMETRICAL
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ABOUT C
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OFFSET BLOCKS
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(UNLESS OTHER-
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WISE SPECIFIED)
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TRAILING END
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(TERMINAL SECTION
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BUFFER END)
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SPLICE SECTION
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LAP GUARDRAIL AT SPLICE IN
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THE DIRECTION OF TRAFFIC
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LAP
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BUTTON HEAD
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1-5/16" DIA. ROUND X
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5/16" HEIGHT
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OVAL SHOULDER
AutoCAD SHX Text 5/8" X 7/8"
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POST BOLT: SIMILAR EXCEPT LENGTH
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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"
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APPROX.
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APPROX.
AutoCAD SHX Text 12-3/4"
AutoCAD SHX Text 24"
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BASE METAL NOMINAL
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THICKNESS, 0.135"
AutoCAD SHX Text 3"
AutoCAD SHX Text 8-1/2"
AutoCAD SHX Text 2-1/4"
AutoCAD SHX Text 30%%D
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SPLICE BOLT
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SLOTS,29/32"
AutoCAD SHX Text X 1-1/8"
AutoCAD SHX Text 6-1/4"R
AutoCAD SHX Text 3"
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MIN.
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ELEVATION
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BASE METAL
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NOMINAL
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THICKNESS,
AutoCAD SHX Text 0.105"
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IN RAIL ELEMENT
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3/4"X2-1/2"SLOT
AutoCAD SHX Text 12-1/4"
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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
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GROUND LINE OR SHOULDER
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SURFACING AT FACE OF RAIL
AutoCAD SHX Text 12 3/4"
AutoCAD SHX Text
13'-6 1/2" MIN. ELEMENT LENGTH
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26'-0 1/2" MAX. ELEMENT LENGTH
AutoCAD SHX Text 12-3/4"
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EIGHT (8) SPLICE BOLTS ARE TO
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BE USED AT ALL RAIL SPLICES
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LAP
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LAP
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NOTES
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AutoCAD SHX Text 1"
AutoCAD SHX Text
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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
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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
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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
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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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