Attachment 4- Maps FR244 ERFO 23 Road Project V2 -13-2025 FINAL PLAN.pdf
PDF 6 MB Posted
- Attached to
- MOF-CON ER02- Red Run Repairs
- Solicitation number
- 12445526Q0024
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a comprehensive set of construction plans for the FR244 ERFO Road Project, a forest road repair initiative by the United States Department of Agriculture Forest Service located on the Monongahela National Forest in Tucker County, West Virginia (Eastern Region, Cheat Potomac Ranger District).
The project encompasses road reconstruction and drainage improvements along Forest Road 244, extending from latitude 39.03978°N, longitude -79.59683°W to latitude 39.05752°N, longitude -79.54723°W. Work includes unclassified and structural excavation, removal and replacement of existing culverts (including 24-inch and 30-inch HDPE pipes), installation of riprap, slope and drain repair, fill elevation of existing road and camp sites, and temporary and permanent seeding with fertilizer and mulch. The contractor must submit traffic control plans, erosion and sediment control plans, construction schedules, and construction survey and staking plans prior to work initiation. Critical submittals include inspections at mobilization for weed-free equipment, removal and installation of culverts, and installation of fill sections on the road bed. All materials and workmanship shall comply with FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14. The contractor must contact West Virginia 811 for utility locates at least three days prior to construction and verify all culvert locations in the field before ordering. The project includes installation of a Forest Service standard gate at one location and requires adherence to specific seeding specifications with agricultural limestone applied at 2 tons per acre and 10-20-10 fertilizer at 500 pounds per acre.
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FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
United States Department of Agriculture Forest Service
FR244 ERFO ROAD PROJECT
LATTITUDE: 39.03978° LONGITUDE: -79.59683° BEGINNING OF PROJECT FR244
LATTITUDE: 39.05752° LONGITUDE: -79.54723° END OF PROJECT FR244
DIRECTIONS TO WORK SITE FROM THE ELKINS SUPERVIORS OFFICE, DRIVE
HEAD WEST ON SYCAMORE ST TO US-219 N/US-250 N/US-33 W/RANDOLPH AVE
TURN LEFT ON TO US-219 N/US-250 N/US-33 W/RANDOLPH AVE. THEN TURN RIGHT
ONTO US-219 TO US-219 N/US-48 IN KERENS 5.3 MILES CONTINUE ON US-219 N/US-48 TO
TUCKER COUNTY 16.7 MILE. THEN TURN RIGHT ONTO WV-72 S AND GO 5.2 MILES TO
FOREST ROAD 244. THE ROAD WILL BE ON THE LEFT.
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WEST VIRGINIA
TUCKER COUNTY
(R09) EASTERN REGION
MONONGAHELA NATIONAL FOREST
CHEAT POTOMAC RANGER DISTRICT
SHEET OF1 14
INDEX OF SHEETS
SHEET SHEET TITLE DATE
A-1 COVERSHEET 9/18/2024
A-2 PROJECT MAP 9/18/2024
A-3 GENERAL NOTES 9/18/2024
A-4 SCHEDULE OF ITEMS AND QUANNITIES 9/18/2024
A-5 - A-9 TYPICALS 9/18/2024
B-1 ROAD LOG PLANS 9/18/2024
C-1 - C-4 244 WASHOUT AREA SECTION PLANS, PROFILES, SECTIONS 1/28/2025
RECOMMENDED BY:
FOREST ENGINEER DATE
DISTRICT RANGER DATE
DESIGNED BY:
DESIGNER DATE
START OF PROJECT
END OF PROJECT
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
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(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
PROJECT MAP
9/18/2024
LTW
LTW
X.XXX
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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
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(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
GENERAL NOTES
9/18/2024
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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 WORK COVERED BY THESE PLANS INCLUDES NOT LIMITED TO
2.1.1. UNCLASSIFIED AND STRUCTURAL EXCAVATION (MATERIAL NOT REUSED IN CONSTRUCTION SHALL BE REMOVED FROM
FOREST PROPERTY.
2.1.2. REMOVAL OF THE EXISTING CULVERTS, DISPOSAL OFF FOREST SERVICE LANDS,
2.1.3. PREPARE, SUBMIT, AND OBTAIN APPROVAL OF ALL REQUIRED SUBMITTALS
2.1.4. SLOPE AND DRAIN REPAIR
2.1.5. RIP-RAP INSTALLATION
2.1.6. CULVERT INSTALLATION
2.1.7. FILL, ELEVATE EXISTING ROAD AND CAMP SITES AS PLANNED
3. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
SPECIAL CONSIDERATIONS SHALL BE MADE FOR PEDESTRIAN TRAFFIC.
4. 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.
5. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS
DURING CONSTRUCTION.
6. 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.
7. THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR
HUMAN REMAINS ARE ENCOUNTERED.
8. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING
OFFICER.
9. 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.
10. REMOVAL OF STANDING VEGETATION IN THE PROJECT AREA SHALL NOT OCCUR WITHOUT PRIOR APPROVAL OF THE COR.
11. THE FOREST SERVICE SHALL STAKE OUT ALL STONE LOCATIONS, DITCH LOCATIONS, AND ALL CULVERT LOCATIONS BEFORE
PROJECT START.
12. ALL CULVERT LOCATION AND LENGTHS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD AND APPROVED BY THE COR
BEFORE THEY ARE ORDERED.
13. TEMPORARY SEEDING WILL CONSIST OF SEED AND MULCH ONLY, NO FERTILIZER NEEDED.
14. ITEM 206 ROCK EXCAVATION IS FOR THE TWO CULVERT AT STATIONS 113+42.8 AND 114+12.6 AND SOME IN THE DITCH LINE TO
TRANSITION FROM PIPE POCKET TO DITCH LINE.
15. L.O.D. SHALL BE IN THE ROAD PRISM ONLY AND SHALL BE VERIFIED BY THE COR BEFORE WORK IS PERFORMED.
SUBMITTALS:
1. TRAFFIC CONTROL PLAN
2. EROSION AND SEDIMENT CONTROL PLAN
3. CONSTRUCTION SCHEDULE- FAR Clause 52.236-15
4. CONSTRUCTION SURVEY AND STAKING PLAN
QUALITY ASSURANCE:
THE CONTRACTOR SHALL SCHEDULE INSPECTIONS WITH THE CO TO ASSURE CONTRACT COMPLIANCE AT THE FOLLOWING
PERMANENT 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.
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.
4.1. INSPECTIONS OF RIP-RAP, GABBION STONE AND ALL CRUSHED AGGREGATE AND SELECT
BACK FILL MATERIAL AT SOURCE MUST BE MADE AVAILABLE PRIOR TO ACCEPTANCE
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
8.2. REMOVAL OF CULVERTS AND INSTALLATION OF CULVERTS
8.3. INSTALLATION OF FILL SECTION ON ROAD BED.
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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
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EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
SCHEDULE OF ITEMS
9/18/2024
LTW
LTW
X.XXX
A-4 4 14
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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
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EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
9/18/2024
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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
1.0 FT - CLASS II
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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
6/1 6/2
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V2 -1
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W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
9/18/2024
LTW
LTW
X.XXX
A-6 6 14
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
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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
6/1 6/2
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W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
9/18/2024
LTW
LTW
X.XXX
A-7 7 14
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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
6/1 6/2
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V2 -1
3-
.D
W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
9/18/2024
LTW
LTW
X.XXX
A-8 8 14
SEE AGGREGATE SUMMARY FOR SIZE & DEPTH
2' MIN
SEED & MULCH
GRADE
PROFILE
3.00% 3.00%
1'-0" TYP.
3'-0"
VARIES
LC
1:1 TYP. OR
AS STAKED
SUBGRADE WIDTHSUBGRADE WIDTH
VARIES
1.25:1 TYP. OR
AS STAKED
NOT TO SCALE
TYPICAL SECTION WITH DITCH
3'-0"
CLEARING LIMITS - MIN. 6'-0' EACH SIDE DESIGNED ROAD BED
SEE AGGREGATE SUMMARY FOR SIZE & DEPTH
2' MIN
SEED & MULCH
GRADE
PROFILE
3.00% 3.00%
1'-0" TYP.
VARIES
LC
1:1 TYP. OR
AS STAKED
SUBGRADE WIDTHSUBGRADE WIDTH
VARIES
1.25:1 TYP. OR
AS STAKED
SEED & MULCH
NOT TO SCALE
TYPICAL SECTION WITH 2 FT FLAT BOTTOM DITCH
1.25:1 TYP. OR
AS STAKED 2'-0"
SEE AGGREGATE SUMMARY FOR SIZE & DEPTH
2' MIN
SEED & MULCH
GRADE
PROFILE
3.00% 3.00%
1'-0" TYP.
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 2 FT ARMOUR FLAT BOTTOM DITCH
1.25:1 TYP. OR
AS STAKED 2'-0"
0'-6" TYP.
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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
6/1 6/2
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V2 -1
3-
.D
W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
TYPICALS
9/18/2024
LTW
LTW
X.XXX
A-9 9 14
3'
3'-6"2"
5"
4"
4'
4'
8'
1'-3"
3'
9'-6"
1"
1/4"
8"
2 1/8"
18°35'
5"
3/4"4 1/2" O.D.
1 1/4"
2"
1/2"
4"
1/4"
2"
4 1/2"
3/8"
6 5/8" O.D.
" WIDE
SLOT PARALLEL TO ROAD
B
1/4
DETAIL OF TOP POST - ITEM #2
SECTION C-C
81/4 20 1
FIT POST
CROSSBAR TO
FORM
3/16
SECTION B-B
3/1625
14 11
12134 A
4 1/4
DETAIL OF TOP OF PIVOT POST
BAR FOR 2 LOCKS
LOCK PIN
1/2" x 1 1/8"
10 8
C
7 5
D
D
E
E
SECTION E-E
SECTION A-A
ELEVATION OF GATE
"2
1DRILL 2- HOLES
CONCRETE
CONCRETE
MIN.
15"
9"
12"
1036"36" 24"26"24"
WELCOME
FOOT TRAVEL
*NUTS ARE TO BE VANDAL GUARD NUTS OR APPROVED EQUAL
TWO PER SIGN.
OF THE LOCK-OPEN POST, WITH TEN NO. 10 x 3/4" MACHINE SCREWS.
GATE POST, LOCK POST, AND ONE INSTALLED ON THE APPROACHING TRAFFIC SIDE
3 TYPE 2 OBJECT MARKERS, 6" x 12" YELLOW FIVE REQ'D., FRONT & BACK OF
FOUR 3/8" x 6" MACHINE BOLTS, NUTS* & WASHERS, TWO EACH SIGN.
2 TYPE 1 BARRICADE MARKERS. 12" x 36" RED & WHITE ON BOTH SIDES, WITH
SPACERS TO BE PLACED BETWEEN SIGN & CROSS BAR.
GATE WITH TWO 3/8" x 1-1/2" MACHINE BOLTS NUTS* & WASHERS TWO 1/2"
1 FOOT TRAVEL WELCOME 11" x 26" ONE REQ'D., TO BE PLACED ON FRONT OF
SIGNS:
SERVICE AND INSTALLED BY THE CONTRACTOR.
OR WHERE DIRECTED BY THE ENGINEER. ALL GATE SIGNS FURNISHED BY FOREST
GATE MAY BE LOCKED OPEN. LOCATION OF THE POST SHALL BE BEHIND DITCHLINE
AN ADDITIONAL GATE POST SHALL BE INSTALLED BEHIND THE GATE IN ORDER THAT
NOTE:
SLOT
A
B
DETAIL OF PIVOT
SECTION D-D DETAIL OF SUPPORT HANGER
C
6'-6"
1"
1/4"
3/4"
7'-6"6'-6"
LC ROAD12"
4" I.D
2"
1"
1 1/4"
1/2"1/2"
3"
SLIP RING DETAIL
SECTION F-F
TYP.
F
F
3/16
ALTERNATE LOCK BOLT
THROUGH CROSS ARM FOR
DRILL 1 1/4"Ø HOLE VERTICALLY
GENERAL NOTES
1. ALL STEEL SHALL BE PAINTED WITH ONE COAT OF ZINC CHROMATE PRIMER, SHERWIN WILLIAMS #B50Y1
OR
TRUE VALUE HARDWARE #1280, OR APPROVED EQUALS, THEN ONE COAT OF SHERWIN WILLIAMS
INDUSTRIAL
ENAMEL, WHITE SAND COLOR #MC-44 OR TRUE VALUE HARDWARE TRUE TEST BRAND X-O RUST PAINT, ALMOND COLOR #XO-23, OR APPROVED EQUALS.
2. HEIGHT OF CROSSBAR OVER FINISHED ROAD CENTERLINE GRADE SHALL BE 3 FEET.
3. LOCK POSTS SHALL BE FILLED WITH CONCRETE TO BOTTOM OF 5" ACCESS HOLE.
4. POSTS SHALL BE EMBEDDED IN THE GROUND TO THE DEPTH SHOWN AND SHALL BE ENCIRCLED IN
CONCRETE
WITH A MINIMUM DIAMETER OF 1'-3". TOP OF CONCRETE SHALL BE MOUNDED TO DRAIN AWAY FROM POST.
5. USE OF SPLICED MATERIALS WILL NOT BE PERMITTED.
CONCRETE SPECIFICATION
1 PART CEMENT, 2 PARTS SAND, 3 PARTS STONE, AND A MAXIMUM SLUMP OF 4"
% PASSING BY WEIGHT
SIEVE SIZES
3/8"
95-100
NO. 4
50-85
NO. 16
25-60
NO. 30
2-10
NO. 100
10-30
NO. 50
SAND GRADATIONS
% PASSING BY WEIGHT
SIEVE SIZES
1 1/2"
95-100 1"
25-60 1/2"
0-10
NO. 4
STONE GRADATIONS
ITEM
EA
UNIT
# REQ'D
6"Ø STD. WT. STEEL PIPE 9'-6" LONG
DESCRIPTION
BILL OF MATERIALS - TYPE I GATE
2 EA 2 6"Ø STD. WT. STEEL PIPE 6'-6" LONG
3 EA 1 4"Ø STD. WT. STEEL PIPE 14'-6" LONG
4 EA 2 1/2"Ø STEEL ROD 4'-6" LONG
5 EA 1 1/2" TURNBUCKLE 6" TAKE UP
6 EA 3 3/8" x 6 1/4" Ø STEEL PLATE 7 EA 1 1/4" x 4 3/4" Ø STEEL PLATE 8 EA 1 1/2" x 2" x 21" STEEL STRAP 9 EA 1 1/4" x 2" x 19" STEEL STRAP 10 EA 1 1/4" x 4 1/2" x 24" STEEL PLATE 11 EA 2 1"Ø x 3" HEX HEAD MACHINE BOLT AND NUT 12 EA 1 3/8" x 5"Ø STEEL PLATE
13 EA 1 1" FLAT WASHER
14 EA 1 1" LOCK WASHER
15 EA 1 SLIP RING
16 EA 1 1/4" x 1" x 2" STEEL STRAP
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PUT 1/8" PIN THROUGH
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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
6/1 6/2
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V2 -1
3-
.D
W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
ROAD LOG PLANS
9/18/2024
LTW
LTW
X.XXX
B-1 10 14
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2+
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3+
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3+
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3+
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3+
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3+
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3+
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4+
.8
4+
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.8-5
-2 -7
L-Stn11 2+
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Mass Haul (Cu. Yd.)
-10
-5
PROFILE VIEW
30" X 30' HDPE
CULVERT
24" X 28' HDPE
CULVERT
112+73.0
113+01.0
113+35.4
113+42.9
3+
.4
3+
.4
3+
.9
4+
.8
4+
.8
4+
.3
4+
.8
PLAN VIEW
30" X 30' HDPE
CULVERT 24" X 30' HDPE
CULVERT
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
6/1 6/2
5 0 7:
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V2 -1
3-
.D
W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
ROAD PLANS WASHOUT
SECTION 244
1/8/2025
LTW
LTW
X.XXX
C-1 11 14
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P-Stn : 112+73.0 L-Stn : 112+73.0 H. Offset: 0.0 V.Offset: 0.0
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -9.0 Stk L Y: -1.1 Stk R X: 7.8
Stk R Y: -0.1 P-Stk L: 9.1 P-Stk R: 7.8
112+73.0
-2
-1
-1
-5 0 5 1
P-Stn : 113+01.0 L-Stn : 113+01.0 H. Offset: 0.0 V.Offset: 0.2
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -9.2 Stk L Y: -1.6 Stk R X: 8.8
Stk R Y: -1.1 P-Stk L: 9.3 P-Stk R: 8.8
113+01.0
-2
-1
-1
-5 0 5 1
P-Stn : 113+35.4 L-Stn : 113+35.4 H. Offset: 0.0 V.Offset: -0.1
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 2.3 Ditch D R: 0.0 Ditch W L: 1.1
Ditch W R: 0.0 Stk L X: -14.9 Stk L Y: 0.3 Stk R X: 7.8
Stk R Y: -0.4 P-Stk L: 14.9 P-Stk R: 7.9
113+35.4
-2
-1
-1
-5 0 5 1
P-Stn : 113+43.1 L-Stn : 113+42.9 H. Offset: 1.2 V.Offset: 0.4
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA: 30in Cul Skew: 89
Cul Length: 29.2 Ditch D L: 3.8 Ditch D R: 0.0 Ditch W L: 2.5
Ditch W R: 0.0 Stk L X: -21.5 Stk L Y: 0.4 Stk R X: 8.4
Stk R Y: -0.9 P-Stk L: 20.3 P-Stk R: 9.6
113+43.1
-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
6/1 6/2
5 0 7:
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V2 -1
3-
.D
W G;
(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
ROAD X SECTIONS
WASHOUT SECTION 244
1/8/2025
LTW
LTW
X.XXX
C-2 12 14
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P-Stn : 113+53.4 L-Stn : 113+53.2 H. Offset: 0.0 V.Offset: 0.0
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.5 Ditch D R: 0.0 Ditch W L: 0.4
Ditch W R: 0.0 Stk L X: -12.4 Stk L Y: 0.7 Stk R X: 7.7
Stk R Y: -0.2 P-Stk L: 12.5 P-Stk R: 7.7
113+53.4
-2
-1
-1
-5 0 5 1
P-Stn : 113+74.4 L-Stn : 113+74.2 H. Offset: 0.0 V.Offset: 0.1
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -10.8 Stk L Y: 0.6 Stk R X: 8.0
Stk R Y: -0.5 P-Stk L: 10.8 P-Stk R: 8.0
113+74.4
-2
-1
-1
-5 0 5 1
P-Stn : 113+91.9 L-Stn : 113+91.7 H. Offset: 0.0 V.Offset: 0.4
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -9.5 Stk L Y: -0.6 Stk R X: 8.1
Stk R Y: -0.6 P-Stk L: 9.5 P-Stk R: 8.1
113+91.9
-2
-1
-1
-5 0 5 1
P-Stn : 114+01.8 L-Stn : 114+01.7 H. Offset: 0.0 V.Offset: 0.9
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.2 Ditch D R: 0.0 Ditch W L: 0.2
Ditch W R: 0.0 Stk L X: -11.6 Stk L Y: 0.7 Stk R X: 9.1
Stk R Y: -1.4 P-Stk L: 11.7 P-Stk R: 9.1
114+01.8
-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
6/1 6/2
5 0 7:
L
W
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SE
C
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(R09)
EASTERN REGION
FR13 ERFO ROAD
PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
ROAD X SECTIONS
WASHOUT SECTION 244
1/8/2025
LTW
LTW
X.XXX
C-3 13 14
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P-Stn : 114+12.8 L-Stn : 114+12.7 H. Offset: 0.0 V.Offset: 0.9
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA: 24in Cul Skew: 90
Cul Length: 27.7 Ditch D L: 3.3 Ditch D R: 0.0 Ditch W L: 2.5
Ditch W R: 0.0 Stk L X: -23.0 Stk L Y: 2.3 Stk R X: 9.4
Stk R Y: -1.6 P-Stk L: 23.3 P-Stk R: 9.4
114+12.8
-2
-1
-1
-5 0 5 1
P-Stn : 114+27.3 L-Stn : 114+27.2 H. Offset: 0.0 V.Offset: 0.2
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -10.0 Stk L Y: -0.1 Stk R X: 8.5
Stk R Y: -0.9 P-Stk L: 10.0 P-Stk R: 8.5
114+27.3
-2
-1
-1
-5 0 5 1
P-Stn : 114+60.8 L-Stn : 114+60.6 H. Offset: 0.0 V.Offset: 0.0
Rd. Wd. L: 7.6 Rd. Wd. R: 7.6 Cul DIA:
Cul Skew:
Cul Length:
Ditch D L: 1.0 Ditch D R: 0.0 Ditch W L: 0.0
Ditch W R: 0.0 Stk L X: -10.3 Stk L Y: 0.2 Stk R X: 8.3
Stk R Y: -0.8 P-Stk L: 10.3 P-Stk R: 8.4
114+60.8
-2
-1
-1
-5 0 5 1
0 980
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
6/1 6/2
5 0 7:
L
W
EE
SE
C
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\L
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V2 -1
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(R09)
EASTERN REGION
FR244 ERFO
ROAD PROJECT
MONONGAHELA
NATIONAL FOREST
CHEAT POTOMAC RANGER
DISTRICT
ROAD X SECTIONS
WASHOUT SECTION 244
1/8/2025
LTW
LTW
X.XXX
C-4 14 14
AutoCAD SHX Text F
AutoCAD SHX Text O
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| Sheets and Views |
| FR244 ERFO 23 Road Project V2 -13-2025-COVERSHEET |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-PROJECT MAP |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-NOTES 1 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-SOI |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-TYPICAL1 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-TYPICAL2 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-TYPICAL3 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-TYPICAL4 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-TYPICAL5 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-ROAD LOG PLAN |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-ROAD PLAN 244 washout |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-ROAD 244 XSECTION 1 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-ROAD 244 XSECTION 2 |
| OLE1 |
| FR244 ERFO 23 Road Project V2 -13-2025-ROAD 244 XSECTION 3 |
| OLE1 |
File details come from the government source that posted it. Updated .