J4 Fenwick Site Improvements PLANS 071323.pdf
PDF 2 MB Posted
- Attached to
- Monongahela NF Fenwick Site Improvements Federal contract opportunity
- Solicitation number
- 12445523Q0128
- Issued by
- Department of Agriculture Forest Service
About this file
This document package includes plans and drawings for site improvements at the Fenwick site on the Monongahela National Forest. The plans call for installing 140 feet of chain link fencing with a 20-foot swing gate, three wood utility poles with lighting fixtures and ground fault circuit interrupter outlets, and upgrading three door locks on an existing building. The site work also involves trenching and installing electrical conduit to connect the new lights and outlets. The solicitation seeks a contractor to provide all labor, materials, equipment and supervision to complete the site improvements according to the specifications and drawings. The work must be performed at the Fenwick site located in Nicholas County, West Virginia under the oversight of the Monongahela National Forest office of the U.S. Department of Agriculture Forest Service.
The document package provides design details for the fencing, lighting, outlets, door lock upgrades and a 24-foot tubular gate. It includes a cover sheet, general notes, plans and drawings showing existing conditions and work to be installed. Specifications address items like fencing and post materials and spacing, light fixture installation, electrical specifications, lock installation and other construction requirements. The solicitation number and opportunity information indicate this work is being procured as a competitive small business set-aside by the USDA Forest Service for improvements to their Fenwick site.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0001 Pre Bid Questions and Answers Fenwick Site Improvements.pdf | ||
| Amendment 0001 SF30.pdf | ||
| J5 Vicinity Map.pdf | ||
| J1 DBA Wage Determination WV 20230061 Nicholas County WV dated 01272023.pdf | ||
| Sol_12445523Q0128.pdf | ||
| J3 Fenwick Site Improvements Specifications 071323.pdf | ||
| J2 Fenwick SOW.pdf |
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Text version
FOREST LOCATION
VICINITY MAP
SHEET OF
United States Department of Agriculture
Forest Service
01 09
FENWICK SITE IMPROVEMENTS
7/1 3/2
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WEST VIRGINIA
NICHOLAS COUNTY
EASTERN REGION
MONONGAHELA NATIONAL FOREST
GAULEY RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET
2 GENERAL NOTES
3 CHAIN LINK FENCE PLAN VIEW
4 CHAIN LINK FENCE DETAILS
5 LIGHTING AND OUTLETS PLAN VIEW
6 LIGHTING AND OUTLETS DETAILS
7 LOCK UPGRADES DETAIL VIEW
8 24' TUBE GATE DETAIL
9 GATE SIDE BARS DETAIL
LOCATION
Fenwick, WV 38°13'51.57"N, 80°34'51.31"W
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
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
GENERAL NOTES
J. HISE
J. HISE N-01
002 009
FENCING GENERAL NOTES:
· GENERAL LOCATIONS OF FENCE CORNERS AND GATE POSTS SHALL BE MARKED ON-SITE BY GOVERNMENT PRIOR TO INSTALLATION.
· CONTRACTOR SHALL VERIFY DISTANCES PRIOR TO INSTALLATION AND NOTIFY COR OF CONFLICTS.
· TOTAL FENCE LENGTH (INCLUDING GATE) SHALL BE 140'.
· THE CONTRACTOR SHALL PROVIDE AND INSTALL A 20' SWING GATE (2 - 10' SECTIONS) MATCHING THE CHARACTERISTICS OF THE FENCE (HEIGHT, MATERIAL, QUALITY OF CONSTRUCTION, ETC.).
· SUBMIT SWING GATE DESIGN AS AN ACTION SUBMITTAL TO COR FOR APPROVAL PRIOR TO PURCHASE.
· GATE HOLDBACKS SHALL BE INSTALLED ON BOTH SIDES OF THE GATE.
· HOLDBACKS SHALL BE ATTACHED TO THE FENCE OR INSTALLED WITHIN 6" OF THE FENCE. THE MANNER OF INSTALLATION SHALL BE ACCEPTABLE TO THE MANUFACTURER.
· INSTALL PRIVACY SLATS WHERE INDICATED (APPROX. 70LF).
LIGHTING AND OUTLETS GENERAL NOTES:
· UTILITY POLE LOCATIONS SHALL BE MARKED IN THE FIELD BY THE GOVERNMENT.
· ORIENTATION OF LIGHT FIXTURES AND GFCI OUTLETS SHALL BE APPROVED BY COR PRIOR TO INSTALLATION.
· INSTALL OUTLETS IN APPROPRIATE METAL LOCKABLE WEATHER-PROOF ENCLOSURES.
· SEE SECTION 265613 FOR MINIMUM POLE REQUIREMENTS.
· INSTALL WEATHERPROOF PULL BOXES AND ASSOCIATED CONCRETE VAULTS (MINIMUM TIER 15 RATING) AS NECESSARY TO LIMIT BENDS IN INDIVIDUAL CONDUIT RUNS TO 360 DEGREES.
· ALL CIRCUITS SHALL BE 20 AMP.
· EACH POLE SHALL HAVE ITS OWN 20 AMP CIRCUIT RUN TO IT SEPARATE FROM EACH OTHER POLE.
· MINIMUM WIRE SIZE IS #10 FOR BRANCH CIRCUITS. TYPE XHHW-2 WIRE IS REQUIRED. SEE SECTION 260519 FOR MORE DETAILS.
TUBE GATE GENERAL NOTES:
· PROVIDE AND INSTALL 24' GATE AND ALL RELATED ITEMS.
· GENERAL GATE POST LOCATIONS SHALL BE MARKED IN THE FIELD BY THE GOVERNMENT.
· CONTRACTOR SHALL VERIFY DISTANCES TO ENSURE PROPER GATE INSTALLATION AND NOTIFY COR OF CONFLICTS.
LOCK UPGRADES:
· SUBMIT PLAN TO INSTALL DEADLOCK BOLTS TO COR FOR APPROVAL.
· COR APPROVAL OF PLAN REQUIRED PRIOR TO INSTALLATION.
· PROVIDE AND INSTALL THREE GRADE 1 DEADBOLT LOCKS IN ACCORDANCE WITH CONTRACT DOCUMENTS.
· 2 OF THESE LOCKS SHALL BE KEYED ALIKE, AND 1 SHALL BE KEYED DIFFERENTLY.
· THE LOCKS THAT ARE KEYED ALIKE SHALL BE PLACED ON THE DOORS OF THE UNHEATED BAY (LEFTMOST FACING THE DOORS FROM OUTSIDE) AND THE MIDDLE BAY OF THE BUILDING.
· CONTRACTOR SHALL WELD MACHINE SCREWS IN PLACE ON OUTSIDE FACE OF THE EXISTING DOOR MECHANISMS.
· ALL WELDS SHALL BE MADE IN A NEAT AND WORKMANLIKE MANNER. SHARP EDGES SHALL BE GROUND SMOOTH.
· ALL HOLES, WELDS, AND MARKS MADE ON THE EXISTING METAL SURFACES SHALL BE COATED TO MATCH EXISTING.
· ENSURE MAIN BUILDING POWER SUPPLY IS DISCONNECTED PRIOR TO WELDING.
· TAKE NECESSARY PRECAUTIONS TO PREVENT IGNITION OF FLAMMABLE GASES.
GENERAL NOTES:
· NOTIFY WEST VIRGINIA 811 PRIOR TO ANY ON-SITE EXCAVATION. MARK PUBLIC AND PRIVATE UTILITIES PRIOR TO DIGGING.
· REPAIR DAMAGE TO PUBLIC AND PRIVATE UTILITIES CAUSED BY CONTRACTOR OPERATIONS AT NO ADDITIONAL COST TO GOVERNMENT.
· PROVIDE AND INSTALL ALL ITEMS IN ACCORDANCE WITH PLANS, SPECIFICATIONS, APPLICABLE CODES, AND MANUFACTURER RECOMMENDATIONS.
· PLANS ARE NOT TO SCALE.
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45'
25'
12'-6"
5'-6"
5'-6"
12'
5'
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
7/1 3/2
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R09
EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
CHAIN LINK FENCE PLAN
VIEW
J. HISE
J. HISE CL-01
003 009
EXISTING BUILDING
EXISTING UTILITY POLE
AND METER PANEL.
PROPOSED FENCE.
MAX POST SPACING - 8'.
PROPOSED 20' SWING GATE.
INSTALL PRIVACY SLATS (APPROX 70LF).
INSTALL GATE HOLDBACKS ALONG FENCELINE.
HOLDBACKS SHALL BE INSTALLED ON BOTH SIDES OF THE GATE.
EXISTING CONCRETE SLAB
LEGEND
EXISTING OVERHEAD POWER
EXISTING BUILDING
EXISTING UTILITY POLE
EXISTING CONCRETE SLAB
PROPOSED FENCE
PROPOSED CORNER/GATE POST
EXISTING UNDERGROUND POWER
PROPOSED GATE
PROPOSED PRIVACY SLATS
OE OE OE OE
E E E
X X X
X X X
EXISTING
UNDERGROUND
ELECTRICAL LINE
NOTE:
SUBSURFACE CONDITIONS HAVEN'T BEEN CHARACTERIZED FOR THIS SITE.
PRIOR EXCAVATION IN THE AREA HAS ENCOUNTERED LARGE BOULDERS.
EXCAVATE TO DESIGN GRADE REGARDLESS OF SUBSURFACE CONDITIONS ENCOUNTERED AT NO ADDITIONAL COST TO THE GOVERNMENT.
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2'-6"
1'
8' Min.
2" OF
" CRUSHER RUN
2'-4" OF 4000PSI CONCRETE
4"
8'-3" Min.
2'-6"
1'-4"
2" OF
" CRUSHER RUN
2'-4" OF 4000PSI CONCRETE
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
7/1 3/2
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R09
EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
CHAIN LINK FENCE
DETAILS
J. HISE
J. HISE CL-02
004 009
Note: Max Post Spacing of 8'
Line Post Detail
FINISHED GRADE.
Note: Max Post Spacing of 8'
Gate & Corner Post Detail
NOTE:
FOLLOW MANUFACTURER INSTALLATION
INSTRUCTIONS IF MORE STRINGENT.
NOTE:
SUBSURFACE CONDITIONS HAVEN'T BEEN
CHARACTERIZED FOR THIS SITE.
PRIOR EXCAVATION IN THE AREA HAS
ENCOUNTERED LARGE BOULDERS.
EXCAVATE TO DESIGN GRADE
REGARDLESS OF SUBSURFACE
CONDITIONS ENCOUNTERED AT NO
ADDITIONAL COST TO THE GOVERNMENT.
NOTE:
FOLLOW MANUFACTURER INSTALLATION
INSTRUCTIONS IF MORE STRINGENT.
FINISHED GRADE.
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2'
3'6"
2'
3'6"
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
7/1 3/2
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R09
EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
LIGHTING AND OUTLETS
PLAN VIEW
J. HISE
J. HISE L-01
005 009
PROPOSED UTILITY POLES, LIGHT FIXTURES, AND OUTLETS.
EXISTING
UNDERGROUND
ELECTRIC LINE
INSTALL NEW CONDUIT AROUND REAR OF
STRUCTURE. MAINTAIN MINIMUM 2' OFF THE BACK
EDGE OF THE SLAB TO THE EDGE OF THE TRENCH.
PROPOSED FENCE
EXISTING BREAKER PANEL ON BUILDING EXTERIOR
INSTALL NEW CONDUIT TO EACH UTILITY POLE
LEGEND
EXISTING BUILDING
PROPOSED WOOD LIGHT POLE
EXISTING CONCRETE SLAB
PROPOSED FENCE
PROPOSED CORNER/GATE POST
EXISTING UNDERGROUND POWER
PROPOSED GATE
PROPOSED PRIVACY SLATS
E E E
X X X
X X X
E
E
PROPOSED SCH. 80 CONDUIT
E E E
NOTES:
1. SUBSURFACE CONDITIONS HAVEN'T BEEN CHARACTERIZED FOR THIS SITE. PRIOR EXCAVATION IN THE AREA HAS ENCOUNTERED LARGE BOULDERS.
EXCAVATE TO DESIGN GRADE REGARDLESS OF SUBSURFACE CONDITIONS ENCOUNTERED AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. ALL INSTALLED CONDUIT SHALL BE SCHEDULE 80 PVC AND 1.5" DIAMETER MINIMUM. ALL WORK SHALL MEET SPECIFICATIONS AND NEC.
3. CONCRETE BELOW EXISTING PANEL BOX MAY BE SAWCUT OR DRILLED TO ALLOW FOR CONDUIT PENETRATION. THE SAWCUT AREA MAY BE NO LARGER
THAN 16" WIDE.
4. CONCRETE AND SOIL UNDER THE BUILDING FOOTPRINT SHALL NOT BE DISTURBED. CONTRACTOR SHALL REPAIR ALL DAMAGE TO CONCRETE AND BUILDING
FOUNDATION RESULTING FROM THEIR OPERATIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. BACKFILL CUTOUT WITH
" CRUSHER RUN COMPACTED IN 6"-8" LIFTS.
6. INSTALL WEATHERPROOF PULL BOXES AND ASSOCIATED REINFORCED CONCRETE VAULTS AS NECESSARY TO LIMIT CONDUIT BENDS TO THE EQUIVALENT
OF 360 DEGREES. (FOUR 90 DEGREE BENDS).
FRONT OF BUILDING
REAR OF BUILDING
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14'
2'-6"
2' OF
" CRUSHER RUN
COMPACTED TO MIN. 85%
OF STANDARD PROCTOR
1' OF AASHTO #8 STONE
2'
2' OF 4000PSI CONCRETE
MECHANICALLY CONSOLIDATED
2'
5'-6"
15'
6" OF
" CRUSHER RUN
COMPACTED TO 95% OF
STANDARD PROCTOR
3' OF
" CRUSHER RUN
COMPACTED TO 95% OF
STANDARD PROCTOR
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
7/1 3/2
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R09
EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
LIGHTING AND OUTLETS
DETAILS
J. HISE
J. HISE L-02
006 009
CONDUIT, OUTLET, AND LIGHT INSTALLATION DETAIL
UTILITY POLE INSTALLATION DETAIL
FINISHED GRADE
TERMINATE SCH. 80 CONDUIT
AT INTERFACE WITH LIGHT FIXTURE
INSTALL LIGHT FIXTURE.
CONFIRM ORIENTATION WITH COR.
PROVIDE AND INSTALL GFCI OUTLET
IN METAL LOCKABLE WEATHERPROOF BOX.
MOUNT SO THAT BOTTOM OF BOX IS 24"
FROM FINISHED GRADE.
SCHEDULE 80 CONDUIT BURIED 30"
BELOW FINISHED GRADE.
METALLIC WARNING TAPE
(SURFACE LOCATABLE)
BURIED 18" ABOVE CONDUIT.
NOTES:
1. ALLOW 24 HOURS FOR CONCRETE TO SET
PRIOR TO BACKFILLING WITH
" CRUSHER
RUN.
2. COMPACT FIRST 1' OF CRUSHER RUN ABOVE
CONCRETE BY HAND, IN 6 INCH (LOOSE
DEPTH) LIFTS.
3. COMPACTION OF REMAINING 2' TO FINISHED
GRADE MAY BE DONE MECHANICALLY OR BY
HAND.
4. ALL LIFTS PLACED BY HAND SHALL BE 6
INCHES IN LOOSE DEPTH.
NOTES:
1. EACH POLE SHALL BE PROPERLY GROUNDED
PER SPECIFICATIONS AND NEC AND COMPLY
WITH WHICHEVER REQUIREMENTS ARE MORE
STRINGENT.
2. NEW GROUND RODS SHALL BE INSTALLED FOR
EACH POLE.
3. MINIMUM GROUNDING CONDUCTOR SIZE IS #6
AND THE CONDUCTOR SHALL BE BARE COPPER.
4. MINIMUM GROUNDING ROD LENGTH IS 8FT.
5. GROUNDING SHALL BE SEPARATE FROM THE
EQUIPMENT GROUND TO THE LIGHT.
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6'-8"
3'3'
3'-6
INSTALL
DEADBOLT
4" TO 6"
ABOVE
TOP OF
EXISTING
MECHANISM
ACTUAL DOOR THICKNESS IS 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
7/1 3/2
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EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
LOCK UPGRADES
TYPICAL DETAIL
J. HISE
J. HISE LU-01
007 009
EXTERIOR FACE OF DOORS DETAIL
DOOR CROSS SECTION
EXISTING LATCH MECHANISM HAS RODS THAT
RUN TO FLOOR AND CEILING OF THE ROOM
ON THE INTERIOR SIDE.
INSTALL NEW GRADE 1
DEADBOLT IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS
NOTE:
REPRESENTATIONS ARE DIAGRAMMATIC. DO NOT SCALE OFF PLANS.
INSTALL NEW GRADE 1
DEADBOLT IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS
EXISTING DOOR HANDLE.
WELD MACHINE SCREWS IN PLACE.
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FOREST ROAD GATE
TYPE I (DOUBLE)
B B
1/4
DETAIL OF TOP
POST ITEM # 2
SECTION C-C
DETAIL OF PIVOT
1/4
4 1/2"
2"
1/4"
4"
FORM
CROSSBAR
TO FIT POST
3/16
1/2"
SECTION B-B
2"
3/16
A A
1/4
DETAIL OF SUPPORT HANGER
DETAIL OF TOP OF PIVOT POST
BAR FOR 2 LOCKS
LOCK
PIN
C C
D
D
E
E
SECTION E-E
SECTION A-A
ELEVATION OF GATE
ELEVATION OF LOCK POSTDRILL
" HOLES
*ALL NUTS SHALL BE VANDAL RESISTANT.
MACHINE SCREWS, TWO PER SIGN.
GATE POST, LOCK POSTS, WTIH 16 NO. 10 x 3/4"
22 TYPE 2 OBJECT MARKERS, 6" x 12" YELLOW, 8 REQ'D., FRONT & BACK OF
TWO ON BOTH SIDES OF GATE WITH 4 3/8" x 6" MACHINE BOLTS, NUTS* & WASHERS, 21 TYPE 1 BARRICADE MARKERS, 12" x 36" WITH 6" RED & WHITE STRIPES, 4 REQ'D., SIGNS:
ALL SIGNS SHALL BE ALUMINUM WITH HIGH-INTENSITY TYPE III SHEETING.
NOTES:
GENERAL NOTES
1. ALL STEEL SHALL BE PAINTED WITH ONE COAT OF SHERWIN WILLIAMS KROMIC METAL BROWN PRIMER, OR
APPROVED EQUALS, THEN ONE COAT OF SHERWIN WILLIAMS INDUSTRIAL ENAMEL VOC, ALMOND COLOR 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". BOTTOM OF HOLE SHALL BE HAND OR MACHINE COMPACTED 3/4" CRUSHER
RUN, OF MINIMUM OF 6" THICKNESS AND THE TOP OF CONCRETE SHALL BE MOUNDED TO DRAIN AWAY FROM POST. .
5. USE OF SPLICED MATERIALS WILL NOT BE PERMITTED.
6. ALL ITEMS DESIGNATED AS COLLARS MAY BE FABRICATED FROM PLATE STEEL OR STD. WT. STEEL PIPE OF
APPROPRIATE DIAMETERS.
7. ALL COMPONENTS OF GATE SHALL PROPERLY MATE TOGETHER. LOCKING POSTS SHALL BE CAPABLE OF LOCKING THE GATE OPEN USING THE LOCKING PIN DESCRIBED IN THE PLANS.
TWO EACH SIGN.
GATE MAY BE LOCKED OPEN. LOCATION OF THE POST SHALL BE AS APPROVED BY COR.
LOCK POSTS SHALL BE INSTALLED BEHIND THE GATE IN ORDER THAT
CONCRETE SPECIFICATION
PROVIDE AND INSTALL 4000PSI CONCRETE IN ACCORDANCE WITH ALL PROJECT SPECIFICATIONS.
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 2 4"Ø STD. WT. STEEL PIPE 11'-10" LONG
4 EA 4 1/2"Ø THREADED STEEL ROD 4'-6" LONG
5 EA 2 1/2" TURNBUCKLE 6" TAKE UP
6 EA 6 3/8" Tx 6 1/4" Ø STEEL PLATE
7 EA 2 1/4"T x 4 3/4" Ø STEEL PLATE
8 EA 2 1/2"T x 2"W x 21"L STEEL COLLAR
9 EA 2 1/4"T x 2"W x 19"L STEEL COLLAR
10 EA 2 1/4"T x 4 1/2"W x 24"L STEEL COLLAR
11 EA 4 1"Ø x 3" HEX HEAD MACHINE BOLT AND NUT
12 EA 2 3/8" x 5"Ø STEEL PLATE
13 EA 2 1" FLAT WASHER
14 EA 2 1" LOCK WASHER
15 EA 1 1/4"Tx2"Wx9"L STEEL PLATE
16 EA 2 1/4"T x 1"W x 2"L STEEL PLATE
17 EA 1 LOCK PIN
18 EA 1 BAR FOR 2 LOCKS
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
4/2 7/2
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3.D
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(R9)
EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
24' TUBE GATE DETAIL
GD-01
008 009
4000PSI CONCRETE BACKFILL
(HATCH IS THE SAME FOR ALL CONCRETE BACKFILL)
ROAD MATERIAL
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SLOT PARALLEL TO ROAD 58" WIDE
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PUT 1/8" PIN THROUGH NUT AND BOLT
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1/2" X 1 1/8" SLOT
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1' MAXIMUM
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
4/2 7/2
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3.D
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(R9)
EASTERN REGION
FENWICK SITE
IMPROVEMENTS
MONONGAHELA
NATIONAL FOREST
GATE SIDE BARS DETAIL
GD-02
009 009
TYPICAL SIDE BAR:
3" OD STEEL TUBE
" WALL THICKNESS
10' MAXIMUM LENGTH
WELD SIDE BARS TOGETHER TO
FORM A TRIANGLE. THE UPPER SIDE
BAR SHALL SLOPE DOWN TOWARDS
THE BANK AND THE LOWER SIDE
BAR SHALL BE HORIZONTAL.
EXISTING GROUND SURFACE
TERMINATE SIDE BARS
WITHIN 6" OF THE ROAD CUT
EMBANKMENT, BUT NO
CLOSER THAN 3".
NOTES:
1. WELD SIDE BARS TO GATE POST AFTER GATE INSTALLATION. ENSURE SIDE BARS TO DO NOT INTERFERE WITH THE OPERATION OF THE GATE AND GATE SWING.
2. SIDE BARS SHALL BE INSTALLED IN THIS MANNER ON BOTH SIDES OF THE GATE.
3. SIDE BARS SHALL BE PRIMED AND PAINTED TO MATCH THE EXISTING GATE. ALL WELDS SHALL BE CLEANED AND PAINTED TO MATCH THE GATE.
4. SIDE BARS SHALL BE OF ADEQUATE LENGTH TO ATTACH TO THE GATE POST, BE WELDED TOGETHER, AND EXTEND TO WITHIN 6" OF THE ROAD CUT EMBANKMENT.
5. ALL WELDS SHALL BE MADE IN A NEAT AND WORKMANLIKE MANNER.
4000PSI CONCRETE BACKFILL (HATCH IS THE SAME FOR ALL CONCRETE BACKFILL)
INSTALL HORIZONTAL MEMBER JUST
BELOW COLLAR HOLDING GATE.
(THE COLLAR REFERENCED IS #8 IN
THE BILL OF MATERIALS) .
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| Fenwick Site Improvements PLANS 071323 |
| Sheets and Views |
| Fenwick Site Improvements 071323-COVER SHEET |
| OLE1 |
| Fenwick Site Improvements 071323-GENERAL NOTES |
| OLE1 |
| Fenwick Site Improvements 071323-FENCE PLAN VIEW |
| OLE1 |
| Fenwick Site Improvements 071323-CHAIN LINK DETAILS |
| OLE1 |
| Fenwick Site Improvements 071323-LIGHTING AND OUTLETS PLAN VIEW |
| OLE1 |
| Fenwick Site Improvements 071323-LIGHTING AND OUTLETS Detail |
| OLE1 |
| Fenwick Site Improvements 071323-LOCK UPGRADES |
| OLE1 |
| 3_Fenwick Site Improvements PLANS |
| Sheets and Views |
| Fenwick Site Improvements-COVER SHEET |
| OLE1 |
| Fenwick Site Improvements-GENERAL NOTES |
| OLE1 |
| Fenwick Site Improvements-FENCE PLAN VIEW |
| OLE1 |
| Fenwick Site Improvements-CHAIN LINK DETAILS |
| OLE1 |
| Fenwick Site Improvements-LIGHTING AND OUTLETS PLAN VIEW |
| OLE1 |
| Fenwick Site Improvements-LIGHTING AND OUTLETS Detail |
| OLE1 |
| Fenwick Site Improvements-LOCK UPGRADES |
| OLE1 |
| Double Gate Detail Modified 4-26-2023-GATE DETAIL 1 |
| OLE1 |
| Double Gate Detail Modified 4-26-2023-GATE DETAIL 2 |
| OLE1 |
File details come from the government source that posted it. Updated .