Att 03_FR18 ERFO Road Drainage Project Plans_260603.pdf
PDF 5 MB Posted
- Attached to
- Fr18 ERFO Road Drainages Project Federal contract opportunity
- Solicitation number
- 12445526Q0098
- Issued by
- Department of Agriculture Forest Service
About this file
This is a set of construction design plans for the FR18 ERFO Road Project located on Forest Road 18 in the Monongahela National Forest, Cheat Potomac Ranger District, Tucker County, West Virginia (R09 Eastern Region). The project consists of road improvements across two primary work areas: Big Run (1.338 miles) and Tub Run (3.835 miles).
The work scope includes unclassified and structural excavation (561 cubic yards), removal and replacement of existing culverts, slope and stream restoration, riprap installation in two classes (75 cubic yards Class V and 65 cubic yards Class II), timber structures with wood geotextile grid, HDPE pipe culverts (31 feet of 24-inch pipe), and polymer-coated corrugated steel pipe arch culverts (40 linear feet of 117"x79" 12-gauge pipe). Soil and erosion control measures include filter barrier installations, dewatering operations, and final seeding with agricultural limestone, fertilizer (10-20-10 at 500 lb/acre), and wood cellulose fiber mulch (1500 lb/acre) applied to all disturbed areas during designated seeding seasons (April 1–June 15 and August 15–October 15). The contractor must schedule quality assurance inspections with the Contracting Officer at mobilization, culvert removal/installation, and final seeding stages. All work shall comply with FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), and the contractor is responsible for utility verification through West Virginia 811 a minimum of three days prior to construction activities.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_12445526Q0098.pdf | ||
| Att 02_SOW_260629.docx | DOCX document | |
| Att 05_Wage Rates_260518.pdf | ||
| Att 04_Map_260629.png | PNG image | |
| HOW TO FOLLOW PROJECTS ON SAM FOR EMAIL ALERTS.pdf | ||
| Att 01_Schedule of Items_260713.docx | DOCX document |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
United States Department of Agriculture Forest Service
FR18 ERFO ROAD PROJECT
DIRECTIONS TO WORK SITE FROM THE ELKINS, START AT THE MONONGHELA NATIAL FOERST
SUPERVISORY'S OFFICE TAKE SYCAMORE ST TO US-219 N/US-250 N/US-33 W/RANDOLPH AVE. TURN RIGHT TOWARD US-219 N/US-250 N/US-33 W/RANDOLPH AVE. FOLLOW US-219 N/US-250 N/US-33
W/RANDOLPH AVE TO OLD RTE 219TURN RIGHT ONTO US-219 N/US-250 N/US-33 W/RANDOLPH
AVETURN RIGHT ONTO OLD RTE 219 TURN RIGHT ONTO 1ST ST
TURN RIGHT ONTO FOREST RD 18 (SEE MAP FOR LAT AND LONG AND NOTES ON LOCATION
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
WEST VIRGINIA
TUCKER COUNTY
(R09) EASTERN REGION
MONONGAHELA NATIONAL FOREST
CHEAT POTOMAC RANGER DISTRICT
SHEET OF1 21
INDEX OF SHEETS
SHEET SHEET TITLE DATE
A-1 COVERSHEET 6/3/2026
A-2 PROJECT MAP 6/3/2026
A-3 GENERAL NOTES 6/3/2026
A-4 SCHEDULE OF ITEMS AND QUANNITIES 6/3/2026
A-5 - A-9 TYPICALS 6/3/2026
B-1 PLAN BIG FUN 1.338 6/3/2026
B-2 PROFILE BIG RUN 1.338 6/3/2026
B-3 THRU
B-6 SECTIOND BIG RUN 1.338 6/3/2026
C-1 PLAN TUB RUN 3.835 6/3/2026
C-2 PROFILE TUB RUN 3.835 6/3/2026
C-3 THRU
C-6 SECTION TUB RUN 3.835 6/3/2026
RECOMMENDED BY:
FOREST ENGINEER DATE
DISTRICT RANGER DATE
DESIGNED BY:
DESIGNER DATE
..\..\..\Box\ _Mon Engineering\7700 - Transportation System\7740 - Federal Lands Programs\2. ERFO Admin\2023 May NZ\ERFO 2023 Working Folder\FR 18\Project Maps\PROJECT MAP.png
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
PROJECT MAP
9/18/2024
LTW
LTW
X.XXX
A-2 2 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
GENERAL NOTES
6/3/2026
LTW
LTW
X.XXX
A-3 3 21
GENERAL NOTES:
1. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND
BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.
2. THE EXISTING STRUCTURE SHALL BE CHECKED PRIOR TO STARTING CONSTRUCTION TO ENSURE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE
REPORTED TO THE CONTRACTING OFFICER.
3. THE WORK COVERED BY THESE PLANS INCLUDES
3.1.1. UNCLASSIFIED AND STRUCTURAL EXCAVATION (MATERIAL NOT REUSED IN CONSTRUCTION SHALL BE REMOVED FROM
FOREST PROPERTY.
3.1.2. REMOVAL OF THE EXISTING CULVERTS, DISPOSAL OFF FOREST SERVICE LANDS,
3.1.3. PREPARE, SUBMIT, AND OBTAIN APPROVAL OF ALL REQUIRED SUBMITTALS
3.1.4. SLOPE/STREAM RESTORATION
3.1.5. RIPRAP INSTALLATION
3.1.6. CULVERT INSTALLATION
4. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
SPECIAL CONSIDERATIONS SHALL BE MADE FOR PEDESTRIAN TRAFFIC.
5. THE CONTRACTOR IS ADVISED THAT NO KNOWN UTILITIES EXIST WITHIN THE CONSTRUCTION LIMITS. THIS SHALL BE VERIFIED THROUGH MISS UTILITY NOW KNOW AS WEST VIRGINIA 811. THE CONTRACTOR SHALL CONTACT MISS UTILITY NOW KNOWN WEST VIRGINIA 811 AS A MINIMUM OF THREE DAYS (EXCLUDING HOLIDAYS AND WEEKENDS) PRIOR TO ANY CONSTRUCTION ACTIVITIES.
DOCUMENTATION SHALL BE PRESENTED TO CO PRIOR TO INITIATION OF WORK.
6. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS
DURING CONSTRUCTION.
7. ALL EQUIPMENT SHALL BE CLEANED TO PREVENT THE SPREAD OF NNIS. ALL SOIL AND PLANT MATERIAL SHALL BE REMOVED FROM EQUIPMENT AND EQUIPMENT SHALL BE INSPECTED FOR COMPLIANCE PRIOR TO ENTERING FOREST PROPERTY.
8. THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR
HUMAN REMAINS ARE ENCOUNTERED.
9. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING
OFFICER.
10. PAY ITEMS SHOWN IN THE SCHEDULE OF ITEMS IN THESE PLANS ARE CONSIDERED ENCOMPASSING OF THE WORK REQUIRED TO COMPLETE THE PROJECT AS OUTLINED IN THE PLANS AND REQUIRED BY THE SPECIFICATIONS. ALL EQUIPMENT, LABOR, AND MATERIALS NEEDED TO COMPLETE THE WORK REPRESENTED, AND NOT SPECIFICALLY CALLED OUT IN THE SCHEDULE OF ITEMS FOR PAY, ARE CONSIDERED INCIDENTAL TO THE ITEMS SHOWN AND WILL NOT BE CONSIDERED FOR FURTHER COMPENSATION.
11. REMOVAL OF STANDING VEGETATION IN THE PROJECT AREA SHALL NOT OCCUR WITHOUT PRIOR APPROVAL OF THE COR.
12. THE FOREST SERVICE SHALL STAKE OUT ALL STONE LOCATIONS, DITCH LOCATIONS, AND ALL CULVERT LOCATIONS BEFORE
PROJECT START.
13. ALL CULVERT LOCATION AND LENGTHS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD AND APPROVED BY THE COR
BEFORE THEY ARE ORDERED.
14. TEMPORARY SEEDING WILL CONSIST OF SEED AND MULCH ONLY, NO FERTILIZER NEEDED.
QUALITY ASSURANCE AND SUBMITTALS:
THE CONTRACTOR SHALL SCHEDULE INSPECTIONS WITH THE CO TO ASSURE CONTRACT COMPLIANCE AT THE FOLLOWING
SUBMITTALS:
1. TRAFFIC CONTROL PLAN
2. EROSION AND SEDIMENT CONTROL PLAN
3. DE-WATERING PLAN
4. CONSTRUCTION MATERIALS: AGGREGATE, RIP-RAP, SEED, CULVERTS, GEO TEXTILE, AND GABBION STONE.
5. CONSTRUCTION SCHEDULE- FAR Clause 52.236-15
6. CONSTRUCTION SURVEY AND STAKING PLAN
7. QUALITY ASSURANCE:
8. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS WITH THE CO TO ASSURE CONTRACT COMPLIANCE AT THE FOLLOWING
STAGES:
8.1. MOBILIZATION FOR WEED FREE EQUIPMENT INSPECTION
REMOVAL OF CULVERTS AND INSTALLATION OF CULVERTS
FINAL SEEDING FERTILIZER, SEEDING, AND MULCHING
1. Seeding seasons are from April 1 to June 15 and from August 15 to October 15. All Fertilizer, Seeding, and Mulching work shall be performed during each specified seeding season. Do not plant in frozen ground, when snow covers the ground, or when the soil is in an unsatisfactory condition for planting. Contractor shall seed and mulch all disturbed areas.
2. Agricultural Limestone shall be applied at a rate of 2 tons/acre.
3. The seed mixture and dry application rates are as follows:
Species Application Rate % of Mixture Annual 70 lb/acre 100% Total 70 lb/acre 100%
4. Fertilizer shall be 10-20-10 and applied at the rate of 500 lb/acre.
Mulch shall be wood cellulose fiber applied at the rate of 1500 lb/acre.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SCHEDULE OF ITEMS
9/18/2024
LTW
LTW
X.XXX
A-4 4 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
6/3/2026
LTW
LTW
X.XXX
A-5 5 21
CULVERT
0.5 FT
6.0 FT
2X C
UL
VE
RT
DI
AM
ET
ER
PLAN
CULVERT
RIPRAP
6.0 FT
PROFILE
RIPRAP
1.0 FT
1.0 FT - CLASS II
2.3 FT - CLASS V
NATURAL GROUND
MACHINE PLACED RIPRAP, CLASS II AND V.
RIPRAP SHALL BE PLACED BEFORE OR
DURING CULVERT INSTALLATION. WHEN
PIPE INSTALLATION IS COMPLETE THE
RIPRAP SHALL BE IN PLACE.
SHAPE PAD TO CONFORM TO EXISTING
GROUND.
CULVERT OUTLET PAD DETAILS
NOT TO SCALE
+0
+0
PI
PE
S
TA
20°
R.F.SPIPE STAKE
PIPE
PIPE STAKE
+0
+0
PI
PE
S
TA
20°
L.F.S PIPE STAKE
PIPE
PIPE STAKE
PLAN VIEW - SKEWED PIPE THRU FILL
PLAN VIEW - SKEWED PIPE DITCH RELIEF
PIPE STAKE
PIPE STAKE
PIPE CULVERT
FILL SLOPE
1.25:1
NOTE: CULVERTS SHALL BE
CAMBERED 1/2 OF 1%
OF INSTALLED LENGTH
CROSS SECTION
END OF
PIPE
FRONT
C-4 7
CUT OR FILL FROM
GROUND AT FRONT
EDGE OF STAKE TO
FLOW LINE OF PIPE
ENTRANCE OR EXIT
HORIZ. DIST. FROM
FRONT OF STAKE
TO PIPE ENTRANCE
OR EXIT.
BACK
26' x 18" CMP
PIPE LENGTH
PIPE DIAMETER
CULVERT STAKING DETAIL
D D D
X
0.5 FT
FILL SLOPE
1.25:1
RIPRAP TO TOP
OF PIPE
PIPE FLOW LINE
1 FT MIN.
1 FT
1/2 D
1 F T
PIPE SIZE (D)
(IN)
X
(FT)
RIPRAP
(SY)
ONE END OF PIPE
24 1.7 1.85 30 2.0 2.74 36 2.2 3.86 42 2.4 5.13 48 2.6 6.57 54 2.8 8.18 60 3.0 9.96 66 3.2 11.83 72 3.3 13.97
HAND-PLACED RIPRAP DETAIL
NOT TO SCALE
VA
RI
AB
LE
D
TYPICAL INLET AND OUTLET DITCH DETAIL
NOT TO SCALE
DE
PT
H
D=PIPE DIAMETER
1:1 1:1
NOTE: OUTLET DITCHES SHALL BE CONSTRUCTED WITH MEANDERS AS
REQUIRED TO AVOID TREES AND TO OUTLET IN THE SHORTEST
DISTANCE POSSIBLE. DESIRABLE MINIMUM GRADE IS 3%.
SEEDING AND MULCHING
0.5 FT
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
6/3/2026
LTW
LTW
X.XXX
A-6 6 21
EDGE OF SHOULDER
TOP CUT SLOPE
NORMAL D
FLOW L
3:1
1:1
8' MIN. - 25' MAX 2'
4'-6" 1'-6"
1:1
1:1
PIPE
8' MIN. - 25' MAX
SEEDING LIMITS - POCKET IN CUT SLOPE
PLAN VIEW
B B
A
A
1:1 UNLESS OTHERWISE
STAKED
2'-0"
1:1
2'-3" 9"
3'-0"
EDGE SHOULDER
PIPE
SECTION A-A
3:1
NORMAL
FLOW
3:11:1
1'-6" 2'-0" 4'-6"
PIPE
1'-0"
DITCH LINE
3" EDGE SHOULDER
SECTION B-B
3:1
NORMAL DITCH LINE
EDGE SHOULDER
TOP CUT SLOPE
FLOW
1:1 3:1 1:1
1:1
PICTORIAL VIEW
1:1
3:1
4'-6" 2' 1'-6"
8' MIN.-25' MAX.
8' MIN.-25' MAX.
ROADBED
TYPICAL DITCH RELIEF CULVERT DETAILS
NOT TO SCALE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
06/3/2026
LTW
LTW
X.XXX
A-7 7 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
6/3/2026
LTW
LTW
X.XXX
A-8 8 21
SEE AGGREGATE SUMMARY FOR SIZE & DEPTH
2' MIN
SEED & MULCH
GRADE
PROFILE
3.00% 3.00%
1'-0" TYP.
3'-0"
8'-0"
LC
1:1 TYP. OR
AS STAKED
SUBGRADE WIDTHSUBGRADE WIDTH
8'-0"
1.25:1 TYP. OR
AS STAKED
NOT TO SCALE
TYPICAL SECTION WITH DITCH
SEE AGGREGATE SUMMARY FOR SIZE & DEPTH
2' MIN
SEED & MULCH
GRADE
PROFILE
3.00% 3.00%
8'-0"
LC
1:1 TYP. OR
AS STAKED
SUBGRADE WIDTHSUBGRADE WIDTH
8'-0"
1.25:1 TYP. OR
AS STAKED
NOT TO SCALE
TYPICAL SECTION WITH 3 FT HEAVY ARMOR FLAT BOTTOM DITCH
1.25:1 TYP. OR
AS STAKED
1'-0" TYP.
2'-0" TYP.
4'-0"
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
18'
4'
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
6/3/2026
LTW
LTW
X.XXX
A-9 9 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
SURFACE AGG VOL PER FOOT5.37 SF.03%.03%3:1AMOUR SPEC DITCH VOL PER FOOT2.97 CFHEAVY AMOUR SPEC DITCH VOL PER FOOT12.33 CF AMOUR DITCH VOL PER FOOT2.94 CFSURFACE AGG VOL PER FOOT4.14 SF18'4'99099099099099599599599570+65.070+87.471+08.371+21.371+30.671+36.671+42.671+50.571+54.571+65.571+72.072+02.072+48.5PLAN FOR WOOD GEO GRIDHARDENED FORD (BIG RUN)025LegendPlan L-line LocationPlan Slope StakesPlan CulvertsProfile TopopgraphyProfile SubgradeProfile Finished GradeProfile Slope StakesProfile CulvertsProfile Bridge AbutmentSection Template SubgradeSection Template Surface 1Section L-lineSection CulvertsPage 1 of 670+65.070+87.471+08.371+21.371+30.671+36.671+42.671+50.571+54.571+65.571+72.072+02.072+48.5-8-18081L-Stn70+6570+7070+7570+8070+8570+9070+9571+0071+0571+1071+1571+2071+2571+3071+3571+4071+4571+5071+5571+6071+6571+7071+7571+8071+8571+9071+9572+0072+0572+1072+1572+2072+2572+3072+3572+4072+4572+5072+55 960 965 970 975 980 985 990 995 1000 1005 1010 1015 1020 1025 TOP WOOD GEO CELL ELEVATION Mass Haul (Cu. Yd.) 0 50 100 150 200 250 3000500PROFILE FOR HARDENED FORD(BIG RUN)Page 2 of 6Page 3 of 6P-Stn :70+65.0L-Stn :70+65.0H. Offset:0.0V.Offset:0.0Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-14.2Stk L Y:-0.2Stk R X:13.9Stk R Y:-0.2P-Stk L:14.2P-Stk R:13.970+65.00.0CL1000.00.0-39.8RE999.7-9.80.0CL1000.00.0-39.8RE999.79.8-333.2DI998.7-12.80.0DO998.7-12.8-333.2DI998.712.80.0DO998.712.8801.8SS999.8-14.21001.5SS999.813.9 -20 -15 -10 -5 0 5 10 15 20 990 995 1000 1005 1010P-Stn :70+87.4L-Stn :70+87.4H. Offset:0.0V.Offset:0.0Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-15.6Stk L Y:0.9Stk R X:13.9Stk R Y:-0.2P-Stk L:15.6P-Stk R:13.970+87.40.0CL998.20.0-39.8RE998.0-9.80.0CL998.20.0-39.8RE998.09.8-333.2DI997.0-12.80.0DO997.0-12.8-333.2DI997.012.80.0DO997.012.8803.6SS999.2-15.61001.5SS998.013.9 -20 -15 -10 -5 0 5 10 15 20 990 995 1000 1005 1010P-Stn :71+08.3L-Stn :71+08.3H. Offset:0.0V.Offset:-1.8Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-18.4Stk L Y:3.1Stk R X:16.0Stk R Y:1.9P-Stk L:18.4P-Stk R:16.071+08.30.0CL994.60.0-39.8RE994.3-9.80.0CL994.60.0-39.8RE994.39.8-333.2DI993.3-12.80.0DO993.3-12.8-333.2DI993.312.80.0DO993.312.8807.1SS997.7-18.41004.5SS996.516.0 -20 -15 -10 -5 0 5 10 15 20 985 990 995 1000 1005P-Stn :71+21.3L-Stn :71+21.3H. Offset:0.0V.Offset:-3.1Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-19.4Stk L Y:4.0Stk R X:17.4Stk R Y:3.3P-Stk L:19.4P-Stk R:17.471+21.30.0CL992.30.0-39.8RE992.0-9.80.0CL992.30.0-39.8RE992.09.8-333.2DI991.0-12.80.0DO991.0-12.8-333.2DI991.012.80.0DO991.012.8808.5SS996.3-19.41006.4SS995.617.4 -20 -15 -10 -5 0 5 10 15 20 985 990 995 1000 1005Page 4 of 6P-Stn :71+30.6L-Stn :71+30.6H. Offset:0.0V.Offset:-2.7Rd. Wd. L:12.1Rd. Wd. R:12.5Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-25.8Stk L Y:4.4Stk R X:21.0Stk R Y:2.1P-Stk L:25.9P-Stk R:21.071+30.60.0CL990.70.0-112.1RE990.6-12.1-333.2DI989.6-15.10.0DO989.6-15.15112.00.0CL990.70.0-312.5RE990.312.5-333.2DI989.315.50.0DO989.315.5646.5SS992.821.0 -20 -15 -10 -5 0 5 10 15 20 980 985 990 995 1000P-Stn :71+36.6L-Stn :71+36.6H. Offset:0.0V.Offset:-3.1Rd. Wd. L:18.9Rd. Wd. R:25.5Cul DIA:Cul Skew:Cul Length:Ditch D L:0.0Ditch D R:0.0Ditch W L:0.0Ditch W R:0.0Stk L X:-21.0Stk L Y:0.9Stk R X:29.5Stk R Y:-1.8P-Stk L:21.1P-Stk R:29.971+36.60.0CL989.60.0318.9RE990.2-18.9172.1SS990.5-21.00.0CL989.60.0-325.5 -20 -15 -10 -5 0 5 10 15 20 980 985 990 995 1000P-Stn :71+42.6L-Stn :71+42.6H. Offset:0.0V.Offset:-3.2Rd. Wd. L:19.0Rd. Wd. R:25.7Cul DIA:Cul Skew:Cul Length:Ditch D L:0.0Ditch D R:0.0Ditch W L:0.0Ditch W R:0.0Stk L X:-22.9Stk L Y:-0.1Stk R X:26.9Stk R Y:-1.1P-Stk L:23.2P-Stk R:27.271+42.60.0CL989.60.0319.0RE990.2-19.00.0CL989.60.0-325.7-174.0SS989.5-22.9 -20 -15 -10 -5 0 5 10 15 20 980 985 990 995 1000P-Stn :71+50.5L-Stn :71+50.5H. Offset:0.0V.Offset:-1.8Rd. Wd. L:11.2Rd. Wd. R:11.3Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-19.4Stk L Y:2.0Stk R X:18.2Stk R Y:-1.1P-Stk L:19.4P-Stk R:18.471+50.50.0CL990.20.0-111.2RE990.0-11.2-333.2DI989.0-14.20.0DO989.0-14.2606.1SS992.2-19.40.0CL990.20.0-311.3RE989.811.303.5DL989.814.8-333.2DI988.817.80.0DO988.817.8750.5SS989.118.2 -20 -15 -10 -5 0 5 10 15 20 980 985 990 995 1000Page 5 of 6P-Stn :71+54.5L-Stn :71+54.5H. Offset:0.0V.Offset:-1.2Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-18.9Stk L Y:3.5Stk R X:16.8Stk R Y:2.7P-Stk L:19.0P-Stk R:16.971+54.50.0CL990.50.0-39.8RE990.2-9.80.0CL990.50.0-39.8RE990.29.8-333.2DI989.2-12.80.0DO989.2-12.8-333.2DI989.212.80.0DO989.212.8807.7SS994.0-18.91005.7SS993.216.8 -20 -15 -10 -5 0 5 10 15 20 980 985 990 995 1000P-Stn :71+65.5L-Stn :71+65.5H. Offset:0.0V.Offset:-0.6Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-17.3Stk L Y:2.3Stk R X:15.3Stk R Y:1.2P-Stk L:17.4P-Stk R:15.371+65.50.0CL991.40.0-39.8RE991.1-9.80.0CL991.40.0-39.8RE991.19.8-333.2DI990.1-12.80.0DO990.1-12.8-333.2DI990.112.80.0DO990.112.8805.7SS993.7-17.31003.5SS992.615.3 -20 -15 -10 -5 0 5 10 15 20 980 985 990 995 1000P-Stn :71+72.0L-Stn :71+72.0H. Offset:0.0V.Offset:-0.8Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-16.4Stk L Y:1.6Stk R X:14.6Stk R Y:0.5P-Stk L:16.4P-Stk R:14.671+72.00.0CL991.90.0-39.8RE991.6-9.80.0CL991.90.0-39.8RE991.69.8-333.2DI990.6-12.80.0DO990.6-12.8-333.2DI990.612.80.0DO990.612.8804.6SS993.4-16.41002.5SS992.414.6 -20 -15 -10 -5 0 5 10 15 20 985 990 995 1000P-Stn :72+02.0L-Stn :72+02.0H. Offset:0.0V.Offset:-0.2Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-16.5Stk L Y:1.7Stk R X:14.7Stk R Y:0.6P-Stk L:16.6P-Stk R:14.772+02.00.0CL992.00.0-39.8RE991.8-9.80.0CL992.00.0-39.8RE991.89.8-333.2DI990.8-12.80.0DO990.8-12.8-333.2DI990.812.80.0DO990.812.8804.8SS993.7-16.51002.6SS992.614.7 -20 -15 -10 -5 0 5 10 15 20 985 990 995 1000 1005Page 6 of 6P-Stn :72+48.5L-Stn :72+48.5H. Offset:0.0V.Offset:0.1Rd. Wd. L:9.8Rd. Wd. R:9.8Cul DIA:Cul Skew:Cul Length:Ditch D L:1.0Ditch D R:1.0Ditch W L:0.0Ditch W R:0.0Stk L X:-15.7Stk L Y:1.0Stk R X:13.8Stk R Y:-0.3P-Stk L:15.8P-Stk R:13.972+48.50.0CL992.30.0-39.8RE992.0-9.80.0CL992.30.0-39.8RE992.09.8-333.2DI991.0-12.80.0DO991.0-12.8-333.2DI991.012.80.0DO991.012.8803.7SS993.3-15.71001.4SS992.013.8 -20 -15 -10 -5 0 5 10 15 20 985 990 995 1000 100530453045304530453050305030503050305030503055305530553055305530553055305530553055306030603060306030650+00.00+35.40+63.10+91.81+16.21+38.61+72.61+88.92+07.32+36.92+92.1117"X79" GALV PIPE ARCH12 GA CMPPOLYMER COATED 24" HDPE CULVERTHARDENED ROADSECTION WATER OVERFLOWAREAPLAN FOR ARCH CULVERTAND ROAD @ TUB RUN 3.835050LegendPlan L-line LocationPlan Slope StakesPlan CulvertsProfile TopopgraphyProfile SubgradeProfile Finished GradeProfile Slope StakesProfile CulvertsProfile Bridge AbutmentSection Template SubgradeSection Template Surface 1Section L-lineSection CulvertsPage 1 of 6-2.8-1.1-9.4-9.20.05.81.30+00.00+91.81+16.21+38.61+88.71+99.42+72.52+91.7L-Stn0+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+402+502+602+702+802+90 3000 3010 3020 3030 3040 3050 3060 3070 3080 3090 3100Mass Haul (Cu. Yd.) 0 50 100 150 200 250 300 3500500PROFILE FOR ARCH CULVERTAND ROAD @ TUB RUN 3.835Page 2 of 6P-Stn :L-Stn :0+00.0H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.0Ditch D R:0.0Ditch W L:4.0Ditch W R:0.0Stk L X:-24.1Stk L Y:6.0Stk R X:8.3Stk R Y:-0.4P-Stk L:24.9P-Stk R:8.3Inlet Z:Outlet Z:0+00.03059.80.0-23059.6-8.03059.80.0-23059.68.03059.6-8.0-503057.6-12.003057.6-16.03057.6-16.03057.6-16.03059.68.03059.68.03059.68.01003065.7-24.1-803059.38.3 -25 -20 -15 -10 -5 0 5 10 15 20 25 3050 3055 3060 3065 3070P-Stn :L-Stn :0+35.4H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.0Ditch D R:0.0Ditch W L:4.0Ditch W R:0.0Stk L X:-21.8Stk L Y:3.6Stk R X:8.5Stk R Y:-0.5P-Stk L:22.1P-Stk R:8.5Inlet Z:Outlet Z:0+35.43058.80.0-23058.6-8.03058.80.0-23058.68.03058.6-8.0-503056.6-12.003056.6-16.03056.6-16.03056.6-16.03058.68.03058.68.03058.68.01003062.4-21.8-803058.28.5 -25 -20 -15 -10 -5 0 5 10 15 20 25 3050 3055 3060 3065 3070P-Stn :L-Stn :0+63.1H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.0Ditch D R:0.0Ditch W L:4.0Ditch W R:0.0Stk L X:-18.8Stk L Y:0.6Stk R X:8.1Stk R Y:-0.2P-Stk L:18.8P-Stk R:8.1Inlet Z:Outlet Z:0+63.13058.00.0-23057.8-8.03058.00.0-23057.88.03057.8-8.0-503055.8-12.003055.8-16.03055.8-16.03055.8-16.03057.88.03057.88.03057.88.01003058.6-18.8-803057.78.1 -25 -20 -15 -10 -5 0 5 10 15 20 25 3045 3050 3055 3060 3065 3070P-Stn :L-Stn :0+91.8H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.0Ditch D R:0.0Ditch W L:4.0Ditch W R:0.0Stk L X:-17.7Stk L Y:-0.5Stk R X:8.0Stk R Y:-0.2P-Stk L:17.7P-Stk R:8.0Inlet Z:Outlet Z:0+91.83057.20.0-23057.0-8.03057.20.0-23057.08.03057.0-8.0-503055.0-12.003055.0-16.03055.0-16.03055.0-16.03057.08.03057.08.03057.08.01003056.7-17.7-803057.08.0 -25 -20 -15 -10 -5 0 5 10 15 20 25 3045 3050 3055 3060 3065 3070Page 3 of 6P-Stn :L-Stn :1+16.2H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:110Cul Length:40.0Ditch D L:0.0Ditch D R:0.0Ditch W L:0.0Ditch W R:0.0Stk L X:-8.8Stk L Y:-0.4Stk R X:8.2Stk R Y:0.0P-Stk L:8.8P-Stk R:8.2Inlet Z:3049.0Outlet Z:3048.21+16.23056.90.033057.1-8.03056.90.0-33056.68.03057.1-8.03057.1-8.03057.1-8.03056.68.03056.68.03056.68.03056.68.03056.68.0-803056.5-8.81003056.98.2 -25 -20 -15 -10 -5 0 5 10 15 20 25 3045 3050 3055 3060 3065 3070P-Stn :L-Stn :1+38.6H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:0.0Ditch D R:0.0Ditch W L:0.0Ditch W R:0.0Stk L X:-10.4Stk L Y:-0.3Stk R X:8.7Stk R Y:-0.2P-Stk L:10.4P-Stk R:8.7Inlet Z:Outlet Z:1+38.63054.80.0-23054.6-8.03054.80.0-23054.68.0 -25 -20 -15 -10 -5 0 5 10 15 20 25 3045 3050 3055 3060 3065P-Stn :L-Stn :1+72.6H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.0Ditch D R:0.0Ditch W L:4.0Ditch W R:0.0Stk L X:-17.1Stk L Y:-1.0Stk R X:10.7Stk R Y:2.5P-Stk L:17.1P-Stk R:11.0Inlet Z:Outlet Z:1+72.63051.60.0-23051.5-8.03051.60.0-23051.58.03051.5-8.0-503049.5-12.003049.5-16.03049.5-16.03049.5-16.03051.58.03051.58.03051.58.03051.58.03051.58.01003050.6-17.11003054.110.7 -25 -20 -15 -10 -5 0 5 10 15 20 25 3040 3045 3050 3055 3060 3065P-Stn :L-Stn :1+88.9H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:0.0Ditch D R:0.0Ditch W L:0.0Ditch W R:0.0Stk L X:-8.2Stk L Y:0.1Stk R X:9.1Stk R Y:0.9P-Stk L:8.2P-Stk R:9.2Inlet Z:Outlet Z:1+88.93050.10.033050.4-8.03050.10.0-33049.98.03050.4-8.03050.4-8.03050.4-8.03049.98.03049.98.03049.98.03049.98.03049.98.0-803050.2-8.21003051.09.1 -25 -20 -15 -10 -5 0 5 10 15 20 25 3040 3045 3050 3055 3060Page 4 of 6P-Stn :L-Stn :2+07.3H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.4Ditch D R:0.0Ditch W L:2.7Ditch W R:0.0Stk L X:-20.9Stk L Y:3.8Stk R X:10.5Stk R Y:2.3P-Stk L:21.3P-Stk R:10.7Inlet Z:Outlet Z:2+07.33050.60.0-13050.5-8.03050.5-8.0-623048.1-11.903048.1-14.73048.1-14.73048.1-14.71003054.4-20.93050.60.0-23050.48.03050.48.03050.48.03050.48.03050.48.03050.48.01003052.910.5 -25 -20 -15 -10 -5 0 5 10 15 20 25 3040 3045 3050 3055 3060 3065P-Stn :L-Stn :2+21.5H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:24inCul Skew:100Cul Length:32.7Ditch D L:3.6Ditch D R:0.0Ditch W L:2.0Ditch W R:0.0Stk L X:-25.2Stk L Y:4.2Stk R X:10.6Stk R Y:2.5P-Stk L:25.5P-Stk R:10.9Inlet Z:3047.7Outlet Z:3047.62+21.53051.40.0-23051.3-8.03051.40.0-23051.38.03051.3-8.0-503047.7-15.203047.7-17.23047.7-17.23047.7-17.23051.38.03051.38.03051.38.03051.38.03051.38.01003055.7-25.21003053.910.6 -25 -20 -15 -10 -5 0 5 10 15 20 25 3040 3045 3050 3055 3060 3065P-Stn :L-Stn :2+21.6H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:24inCul Skew:100Cul Length:32.7Ditch D L:3.6Ditch D R:0.0Ditch W L:2.0Ditch W R:0.0Stk L X:-25.2Stk L Y:4.2Stk R X:10.6Stk R Y:2.5P-Stk L:25.6P-Stk R:10.9Inlet Z:3047.7Outlet Z:3047.62+21.63051.40.0-23051.3-8.03051.40.0-23051.38.03051.3-8.0-503047.7-15.203047.7-17.23047.7-17.23047.7-17.23051.38.03051.38.03051.38.03051.38.03051.38.01003055.7-25.21003053.910.6 -25 -20 -15 -10 -5 0 5 10 15 20 25 3040 3045 3050 3055 3060 3065P-Stn :L-Stn :2+36.9H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.2Ditch D R:0.0Ditch W L:2.0Ditch W R:0.0Stk L X:-20.1Stk L Y:3.4Stk R X:10.6Stk R Y:2.4P-Stk L:20.4P-Stk R:10.8Inlet Z:Outlet Z:2+36.93052.30.0-23052.2-8.03052.30.0-23052.28.03052.2-8.0-503050.0-12.403050.0-14.43050.0-14.43050.0-14.43052.28.03052.28.03052.28.03052.28.03052.28.01003055.7-20.11003054.710.6 -25 -20 -15 -10 -5 0 5 10 15 20 25 3040 3045 3050 3055 3060 3065Page 5 of 6P-Stn :L-Stn :2+92.1H. Offset:0.0V.Offset:0.0Rd. Wd. L:8.0Rd. Wd. R:8.0Cul DIA:Cul Skew:Cul Length:Ditch D L:2.0Ditch D R:0.0Ditch W L:2.0Ditch W R:0.0Stk L X:-16.5Stk L Y:0.3Stk R X:8.3Stk R Y:0.1P-Stk L:16.5P-Stk R:8.3Inlet Z:Outlet Z:2+92.13055.50.0-23055.3-8.03055.50.0-23055.38.03055.3-8.0-503053.3-12.003053.3-14.03053.3-14.03053.3-14.03055.38.03055.38.03055.38.03055.38.03055.38.01003055.8-16.51003055.68.3 -25 -20 -15 -10 -5 0 5 10 15 20 25 3045 3050 3055 3060 3065 3070Page 6 of 6
70+65.0
70+87.4
71+08.3
71+21.3
71+30.6
71+36.6
+4
2.
+5
0.
+5
4.
+6
5.
+7
2.
+0
2.
+4
8.
PLAN FOR WOOD GEO GRID
HARDENED FORD (BIG RUN)
0 25
Legend Plan L-line Location
Plan Slope Stakes
Plan Culverts
Profile Topopgraphy
Profile Subgrade
Profile Finished Grade
Profile Slope Stakes
Profile Culverts
Profile Bridge Abutment
Section Template Subgrade
Section Template Surface 1
Section L-line
Section Culverts
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
PLAN BIG RUN 1.338
9/18/2024
LTW
LTW
X.XXX
B-1 10 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
+6
5.
+8
7.
+0
8.
+2
1.
+3
0.
+3
6.
+4
2.
+5
0.
+5
4.
+6
5.
+7
2.
+0
2.
+4
8.
-8
-18
L-Stn
+6
+7
+7
+8
+8
+9
+9
+0
+0
+1
+1
+2
+2
+3
+3
+4
+4
+5
+5
+6
+6
+7
+7
+8
+8
+9
+9
+0
+0
+1
+1
+2
+2
+3
+3
+4
+4
+5
+5
TOP WOOD GEO CELL ELEVATION
Mass Haul (Cu. Yd.)
0 500
PROFILE FOR HARDENED FORD
(BIG RUN)
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
PROFILE BIG RUN 1.338
6/3/2026
LTW
LTW
X.XXX
B-2 11 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
P-Stn : 70+65.0 L-Stn : 70+65.0 H. Offset: 0.0
V.Offset: 0.0 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -14.2 Stk L Y: -0.2
Stk R X: 13.9 Stk R Y: -0.2 P-Stk L: 14.2
P-Stk R: 13.9
70+65.0
0.
0 C
L
1000.0
0.
-39.8R E
999.7
-9 .8
0.
0 C
L
1000.0
0.
-39.8 R E
999.7
9.
-333.2
D I
998.7
-1 2.
0.
0 D O
998.7
-1 2.
-333.2
D I
998.7
.8
0.
0 D
O
998.7
.8
801.8
SS999.8
-1 4.
01.5
SS999.8
.9
-2
-1
-1
-5 0 5 1
P-Stn : 70+87.4 L-Stn : 70+87.4 H. Offset: 0.0
V.Offset: 0.0 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -15.6 Stk L Y: 0.9
Stk R X: 13.9 Stk R Y: -0.2 P-Stk L: 15.6
P-Stk R: 13.9
70+87.4
0.
0 C
L
998.2
0.
-39.8R E
998.0 -9
.8
0.
0 C
L
998.2
0.
-39.8 R E
998.0
9.
-333.2
D I
997.0
-1 2.
0.
0 D O
997.0
-1 2.
-333.2
D I
997.0
.8
0.
0 D
O
997.0
.8
803.6
SS999.2
-1 5.
1.5
SS998.0
.9
-2
-1
-1
-5 0 5 1
P-Stn : 71+08.3 L-Stn : 71+08.3 H. Offset: 0.0
V.Offset: -1.8 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -18.4 Stk L Y: 3.1
Stk R X: 16.0 Stk R Y: 1.9 P-Stk L: 18.4
P-Stk R: 16.0
71+08.3
0.
0 C
L
994.6
0.
-39.8R E
994.3
-9 .8
0.
0 C
L
994.6
0.
-39.8 R E
994.3
9.
-333.2
D I
993.3
-1 2.
0.
0 D O
993.3
-1 2.
-333.2
D I
993.3
.8
0.
0 D
O
993.3
.8
807.1
SS997.7
-1 8.
4.5
SS996.5
.0
-2
-1
-1
-5 0 5 1
P-Stn : 71+21.3 L-Stn : 71+21.3 H. Offset: 0.0
V.Offset: -3.1 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -19.4 Stk L Y: 4.0
Stk R X: 17.4 Stk R Y: 3.3 P-Stk L: 19.4
P-Stk R: 17.4
71+21.3
0.
0 C
L
992.3
0.
-39.8R E
992.0
-9 .8
0.
0 C
L
992.3
0.
-39.8 R E
992.0
9.
-333.2
D I
991.0
-1 2.
0.
0 D O
991.0
-1 2.
-333.2
D I
991.0
.8
0.
0 D
O
991.0
.8
808.5
SS996.3
-1 9.
6.4
SS995.6
.4
-2
-1
-1
-5 0 5 1
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SECTION BIG RUN 1.338
6/3/2026
LTW
LTW
X.XXX
B-3 12 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
P-Stn : 71+30.6 L-Stn : 71+30.6 H. Offset: 0.0
V.Offset: -2.7 Rd. Wd. L: 12.1 Rd. Wd. R: 12.5
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -25.8 Stk L Y: 4.4
Stk R X: 21.0 Stk R Y: 2.1 P-Stk L: 25.9
P-Stk R: 21.0
71+30.6
0.
0 C
L
990.7
0.
-112.1R E
990.6
-1 2.
-333.2
D I
989.6
-1 5.
0.
0 D O
989.6
-1 5.
5112.0
0.
0 C
L
990.7
0.
-312.5 R E
990.3
.5
-333.2
D I
989.3
.5
0.
0 D
O
989.3
.5
646.5
SS992.8
.0
-2
-1
-1
-5 0 5 1
P-Stn : 71+36.6 L-Stn : 71+36.6 H. Offset: 0.0
V.Offset: -3.1 Rd. Wd. L: 18.9 Rd. Wd. R: 25.5
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 0.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -21.0 Stk L Y: 0.9
Stk R X: 29.5 Stk R Y: -1.8 P-Stk L: 21.1
P-Stk R: 29.9
71+36.6
0.
0 C
L
989.6
0.
318.9R E
990.2
-1 8.
172.1SS990.5
-2 1.
0.
0 C
L
989.6
0.
-325.5
-2
-1
-1
-5 0 5 1
P-Stn : 71+42.6 L-Stn : 71+42.6 H. Offset: 0.0
V.Offset: -3.2 Rd. Wd. L: 19.0 Rd. Wd. R: 25.7
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 0.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -22.9 Stk L Y: -0.1
Stk R X: 26.9 Stk R Y: -1.1 P-Stk L: 23.2
P-Stk R: 27.2
71+42.6
0.
0 C
L
989.6
0.
319.0R E
990.2
-1 9.
0.
0 C
L
989.6
0.
-325.7
-174.0SS989.5
-2 2.
-2
-1
-1
-5 0 5 1
P-Stn : 71+50.5 L-Stn : 71+50.5 H. Offset: 0.0
V.Offset: -1.8 Rd. Wd. L: 11.2 Rd. Wd. R: 11.3
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -19.4 Stk L Y: 2.0
Stk R X: 18.2 Stk R Y: -1.1 P-Stk L: 19.4
P-Stk R: 18.4
71+50.5
0.
0 C
L
990.2
0.
-111.2R E
990.0
-1 1.
-333.2
D I
989.0
-1 4.
0.
0 D O
989.0
-1 4.
606.1
SS992.2
-1 9.
0.
0 C
L
990.2
0.
-311.3 R E
989.8
.3
03.5 D
L
989.8
.8
-333.2
D I
988.8
.8
0.
0 D
O
988.8
.8
750.5 SS989.1
.2
-2
-1
-1
-5 0 5 1
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SECTION BIG RUN 1.338
6/3/2026
LTW
LTW
X.XXX
B-4 13 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
P-Stn : 71+54.5 L-Stn : 71+54.5 H. Offset: 0.0
V.Offset: -1.2 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -18.9 Stk L Y: 3.5
Stk R X: 16.8 Stk R Y: 2.7 P-Stk L: 19.0
P-Stk R: 16.9
71+54.5
0.
0 C
L
990.5
0.
-39.8R E
990.2
-9 .8
0.
0 C
L
990.5
0.
-39.8 R E
990.2
9.
-333.2
D I
989.2
-1 2.
0.
0 D O
989.2
-1 2.
-333.2
D I
989.2
.8
0.
0 D
O
989.2
.8
807.7
SS994.0
-1 8.
5.7
SS993.2
.8
-2
-1
-1
-5 0 5 1
P-Stn : 71+65.5 L-Stn : 71+65.5 H. Offset: 0.0
V.Offset: -0.6 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -17.3 Stk L Y: 2.3
Stk R X: 15.3 Stk R Y: 1.2 P-Stk L: 17.4
P-Stk R: 15.3
71+65.5
0.
0 C
L
991.4
0.
-39.8R E
991.1
-9 .8
0.
0 C
L
991.4
0.
-39.8 R E
991.1
9.
-333.2
D I
990.1
-1 2.
0.
0 D O
990.1
-1 2.
-333.2
D I
990.1
.8
0.
0 D
O
990.1
.8
805.7
SS993.7
-1 7.
3.5
SS992.6
.3
-2
-1
-1
-5 0 5 1
0 980
P-Stn : 71+72.0 L-Stn : 71+72.0 H. Offset: 0.0
V.Offset: -0.8 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -16.4 Stk L Y: 1.6
Stk R X: 14.6 Stk R Y: 0.5 P-Stk L: 16.4
P-Stk R: 14.6
71+72.0
0.
0 C
L
991.9
0.
-39.8R E
991.6
-9 .8
0.
0 C
L
991.9
0.
-39.8 R E
991.6
9.
-333.2
D I
990.6
-1 2.
0.
0 D O
990.6
-1 2.
-333.2
D I
990.6
.8
0.
0 D
O
990.6
.8
804.6
SS993.4
-1 6.
2.5
SS992.4
.6
-2
-1
-1
-5 0 5 1
P-Stn : 72+02.0 L-Stn : 72+02.0 H. Offset: 0.0
V.Offset: -0.2 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -16.5 Stk L Y: 1.7
Stk R X: 14.7 Stk R Y: 0.6 P-Stk L: 16.6
P-Stk R: 14.7
72+02.0
0.
0 C
L
992.0
0.
-39.8R E
991.8
-9 .8
0.
0 C
L
992.0
0.
-39.8 R E
991.8
9.
-333.2
D I
990.8
-1 2.
0.
0 D O
990.8
-1 2.
-333.2
D I
990.8
.8
0.
0 D
O
990.8
.8
804.8
SS993.7
-1 6.
2.6
SS992.6
.7
-2
-1
-1
-5 0 5 1
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SECTION BIG RUN 1.338
6/3/2026
LTW
LTW
X.XXX
B-5 14 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
P-Stn : 72+48.5 L-Stn : 72+48.5 H. Offset: 0.0
V.Offset: 0.1 Rd. Wd. L: 9.8 Rd. Wd. R: 9.8
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 1.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -15.7 Stk L Y: 1.0
Stk R X: 13.8 Stk R Y: -0.3 P-Stk L: 15.8
P-Stk R: 13.9
72+48.5
0.
0 C
L
992.3
0.
-39.8R E
992.0
-9 .8
0.
0 C
L
992.3
0.
-39.8 R E
992.0
9.
-333.2
D I
991.0
-1 2.
0.
0 D O
991.0
-1 2.
-333.2
D I
991.0
.8
0.
0 D
O
991.0
.8
803.7
SS993.3
-1 5.
1.4
SS992.0
.8
-2
-1
-1
-5 0 5 1
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SECTION BIG RUN 1.338
6/3/2026
LTW
LTW
X.XXX
B-6 15 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
30453045
0+00.0
0+35.4
0+63.1
0+91.8
1+16.2 1+
.6
1+
.6
1+
.9
2+
.3
2+
.9
2+
.1
117"X79" GALV PIPE ARCH
12 GA CMP
POLYMER COATED
24" H
DPE CULVERT
HARDENED ROAD
SECTION WATER OVERFLOW
AREA
PLAN FOR ARCH CULVERT
AND ROAD @ TUB RUN 3.835
0 50
Legend Plan L-line Location
Plan Slope Stakes
Plan Culverts
Profile Topopgraphy
Profile Subgrade
Profile Finished Grade
Profile Slope Stakes
Profile Culverts
Profile Bridge Abutment
Section Template Subgrade
Section Template Surface 1
Section L-line
Section Culverts
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
PLAN TUB RUN 3.835
6/3/2026
LTW
LTW
X.XXX
C-1 16 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
-2.8 -1.1 -9.4
-9.2 0.0
5.8 1.3
0+
.0
0+
.8
1+
.2
1+
.6
1+
.7
1+99.4
2+72.5
2+91.7
L-Stn0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
1+
1+
1+
1+
1+
1+
1+
1+
1+
1+
2+
2+
2+
2+
2+
2+
2+
2+
2+
2+
Mass Haul (Cu. Yd.)
0 500
PROFILE FOR ARCH CULVERT
AND ROAD @ TUB RUN 3.835
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
PROFILE TUB RUN 3.835
6/3/2026
LTW
LTW
X.XXX
C-2 17 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
P-Stn :
L-Stn : 0+00.0 H. Offset: 0.0
V.Offset: 0.0 Rd. Wd. L: 8.0 Rd. Wd. R: 8.0
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 2.0 Ditch D R: 0.0 Ditch W L: 4.0
Ditch W R: 0.0 Stk L X: -24.1 Stk L Y: 6.0
Stk R X: 8.3 Stk R Y: -0.4 P-Stk L: 24.9
P-Stk R: 8.3 Inlet Z:
Outlet Z:
0+00.0
3059.8
0.
-23059.6
-8 .0
3059.8
0.
-2 3059.6
8.
3059.6
-8 .0
-50
3057.6
-1 2.
03057.6
-1 6.
3057.6
-1 6.
3057.6
-1 6.
3059.6
8.
3059.6
8.
3059.6
8.
3065.7
-2 4.
-803059.3
8.
-2
-2
-1
-1
-5 0 5 1
P-Stn :
L-Stn : 0+35.4 H. Offset: 0.0
V.Offset: 0.0 Rd. Wd. L: 8.0 Rd. Wd. R: 8.0
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 2.0 Ditch D R: 0.0 Ditch W L: 4.0
Ditch W R: 0.0 Stk L X: -21.8 Stk L Y: 3.6
Stk R X: 8.5 Stk R Y: -0.5 P-Stk L: 22.1
P-Stk R: 8.5 Inlet Z:
Outlet Z:
0+35.4
3058.8
0.
-23058.6
-8 .0
3058.8
0.
-2 3058.6
8.
3058.6
-8 .0
-50
3056.6
-1 2.
03056.6
-1 6.
3056.6
-1 6.
3056.6
-1 6.
3058.6
8.
3058.6
8.
3058.6
8.
3062.4
-2 1.
-803058.2
8.
-2
-2
-1
-1
-5 0 5 1
P-Stn :
L-Stn : 0+63.1 H. Offset: 0.0
V.Offset: 0.0 Rd. Wd. L: 8.0 Rd. Wd. R: 8.0
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 2.0 Ditch D R: 0.0 Ditch W L: 4.0
Ditch W R: 0.0 Stk L X: -18.8 Stk L Y: 0.6
Stk R X: 8.1 Stk R Y: -0.2 P-Stk L: 18.8
P-Stk R: 8.1 Inlet Z:
Outlet Z:
0+63.1
3058.0
0.
-23057.8
-8 .0
3058.0
0.
-2 3057.8
8.
3057.8
-8 .0
-50
3055.8
-1 2.
03055.8
-1 6.
3055.8
-1 6.
3055.8
-1 6.
3057.8
8.
3057.8
8.
3057.8
8.
3058.6
-1 8.
-803057.7
8.
-2
-2
-1
-1
-5 0 5 1
5 3045
P-Stn :
L-Stn : 0+91.8 H. Offset: 0.0
V.Offset: 0.0 Rd. Wd. L: 8.0 Rd. Wd. R: 8.0
Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 2.0 Ditch D R: 0.0 Ditch W L: 4.0
Ditch W R: 0.0 Stk L X: -17.7 Stk L Y: -0.5
Stk R X: 8.0 Stk R Y: -0.2 P-Stk L: 17.7
P-Stk R: 8.0 Inlet Z:
Outlet Z:
0+91.8
3057.2
0.
-23057.0
-8 .0
3057.2
0.
-2 3057.0
8.
3057.0
-8 .0
-50
3055.0
-1 2.
03055.0
-1 6.
3055.0
-1 6.
3055.0
-1 6.
3057.0
8.
3057.0
8.
3057.0
8.
3056.7
-1 7.
-803057.0
8.
-2
-2
-1
-1
-5 0 5 1
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
6/2 9/2
6 1 4:
L
W
EE
SE
C
:\U
SE
RS
\L
W
EE
SE
\B
OX
MO
N
EN
GI
NE
ER
IN
G\
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M\
FE
DE
RA
L
LA
ND
S
PR
OG
RA
MS
\2.
E
RF
O
AD
MI
N\
M
AY
N
Z\
ER
FO
W
OR
KI
NG
F
OL
DE
R\
FR
\C
AD
F
IN
AL
D
ES
IG
N\
FR
E
RF
O
R
OA
D
PR
OJ
EC
T
FI
NI
SH
ED
V
2.D W
G;
(R09)
EASTERN REGION
FR18 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SECTION TUB RUN 3.835
6/3/2026
LTW
LTW
X.XXX
C-3 18 21
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
L-Stn : 1+16.2 H. Offset: 0.0 V.Offset: 0.0
Rd. Wd. L: 8.0 Rd. Wd. R: 8.0 Cul DIA:
Cul Skew: 110
Cul Length: 40.0…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .