Attachment 4 Plans 260123.pdf
PDF 2 MB Posted
- Attached to
- MOF Lake Sherwood Dump Station Upgrades
- Solicitation number
- 12445526Q0023
- Issued by
-
Department of Agriculture Forest Service
About this file
This file is a set of construction design plans for the Lake Sherwood Phase 3 GAOA project located in Greenbrier County, West Virginia, within the Monongahela National Forest under the White Sulphur Springs Ranger District of the U.S. Department of Agriculture Forest Service.
The project encompasses comprehensive infrastructure upgrades at the Lake Sherwood Recreation Area, including sewer line demolition and replacement, dump station upgrades, and associated utilities work. Specific deliverables include removal and abandonment of existing sewer lines with proper capping and valve closure procedures; installation of new 2-inch sewer piping with compatible fittings, double cleanouts in separate valve boxes, and metallic warning tape installation; waterline crossing accommodations with no fittings within 15 feet of crossings; and new 2-inch potable water lines with ball valves and valve boxes rated Tier 15 minimum and marked "WATER." The dump station upgrades require removal and replacement of existing water towers with new freezeproof installations at minimum 2-foot burial depth, installation of new sanitarysewer hatches with brushed finish, and concrete pad construction with minimum 1 percent slope to drainage points. Additional work includes installation of watertower bases as part of curb construction, signage materials (non-potable water, dump station instruction, and potable water signs with specifications for installation), and a 24-foot double tube forest road gate with specific steel fabrication details and 4000 PSI concrete backfill. All work must comply with manufacturer specifications, applicable codes, and contract plans with contractors responsible for utility locating and damage repair.
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FOREST LOCATION
United States Department of Agriculture
Forest Service
Lake Sherwood GAOA Phase 3
WEST VIRGINIA
Greenbrier County
EASTERN REGION
MONONGAHELA NATIONAL FOREST
WHITE SULPHUR SPRINGS RANGER DISTRICT
INDEX OF SHEETS
SHE
ET
SHEET TITLE DATE
LOCATION
LAKE SHERWOOD RECREATION AREA
38° 0'27.10"N, 80° 0'54.84"W
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GENERAL NOTES
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SEWER LINE DEMOLITION PLAN
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SEWER LINE INSTALLATION PLAN
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SEWER LINE DETAILS
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DUMPSTATION UPGRADES DEMOLITION PLAN
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DUMPSTATION UPGRADES INSTALLATION PLAN
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DUMPSTATION UPGRADES DETAILS
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SIGN MATERIALS AND INSTALLATION
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GATE MATERIALS AND INSTALLATION
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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
1/2 9/2
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PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
GENERAL NOTES
J. HISE
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GENERAL NOTES:
· NOTIFY WEST VIRGINIA 811 PRIOR TO ANY ON-SITE EXCAVATION. MARK PUBLIC AND PRIVATE UTILITIES PRIOR TO DIGGING.
·· THERE IS A TELEPHONE LINE THAT IS BURIED ALONG THE ROAD WHERE THE PROPOSED SEWER LINE IS TO BE INSTALLED. LOCATION NOT MARKED ON THE PLANS.
· 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.
· LOCATIONS OF EXISTING UTILITIES ON PLANS ARE APPROXIMATED. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES IN THE FIELD AND REPAIRING ANY DAMAGE THEY CAUSE.
SEWER LINE NOTES:
· EXISTING SEWER LINES ARE EXPECTED TO BE PE.
· EXISTING LINES ENCOUNTERED IN THE FIELD MAY BE OF A DIFFERENT TYPE OF PIPE.
· METALLIC WARNING TAPE SHALL BE INSTALLED IN ALL TRENCHES IN ACCORDANCE WITH THE SPECIFICATIONS.
· ALL FITTINGS SHALL BE COMPATIBLE WITH EXISTING AND NEW PIPE.
· NO 90 DEGREE FITTINGS ARE PERMITTED.
· TIE-IN TO EXISTING LINE 1.5" LINE SHALL BE WITH MADE WITH 22-1/2 OR 45 DEGREE FITTING COMPATIBLE WITH THE EXISTING PIPE.
· TIE-IN TO EXISTING 2" LINE SHALL BE MADE WITH A WYE TEE COMPATIBLE WITH THE EXISTING PIPE.
· CAP LINE THAT IS TO BE ABANDONED USING A SUITABLE CAP/PLUG FITTING COMPATIBLE WITH THE PIPE OR TERMINATE AT THE NEAREST GATE VALVE. REMOVE UNCAPPED PIPE.
· THE NEAREST EDGE OF NEW SEWER LINE TRENCH SHALL BE A MINIMUM OF 4' FROM THE EDGE OF THE PAVEMENT WHEN EXCAVATING ALONG THE ROAD.
· ALL VALVE BOXES/UNDERGROUND ENCLOSURES SHALL BE RATED FOR ANSI/SCTE TIER 22 AT MINIMUM AASHTO H20 IS ALSO PERMISSIBLE.
· BOX COVERS SHALL BE MARKED "SEWER".
· EACH CLEANOUT SHALL BE INSTALLED IN SEPARATE VALVE BOX.
· BOXES SHALL BE SET IN A MANNER THAT ALLOWS THE MAXIMUM AMOUNT OF SPACE TO ACCESS THE CAP OF THE CLEANOUT.
TRAFFIC CONTROL NOTES:
· TRAFFIC CONTROL SHALL BE IMPLEMENTED TO CLOSE THE ROAD SHOULDER DURING TRENCHING OPERATIONS AND UNTIL TRENCHING IS COMPLETE.
· TRAFFIC CONTROL SHALL FOLLOW THE MUTCD.
DUMP STATION UPGRADES NOTES:
· BOTH EXISTING WATER TOWERS SHALL BE REMOVED AND REPLACED AS PART OF THE CONTRACT.
· NEW WATER TOWERS SHALL BE FREEZEPROOF AS MANUFACTURED BY TRUMBULL RECREATION OR APPROVED EQUIVALENT. PROVIDE PRODUCT SUBMITTAL FOR REVIEW PRIOR TO ORDERING.
· WATER TOWER SHALL BE MINIMUM BURY DEPTH OF 2'.
· INSTALL NEW WATERTOWERS AND HATCH COVERS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS FOR A FREEZEPROOF INSTALLATION.
· 1 NEW NONPOTABLE/RINSEDOWN WATER TOWER SHALL BE INSTALLED NEAREST TO THE NEW SANITARY HATCH.
· 1 NEW POTABLE WATER TOWER SHALL BE INSTALLED FURTHEST FROM THE NEW SANITARY HATCH.
· NEW WATER LINES SHALL BE RUN FROM THE EXISTING VALVE BOXES TO THE NEW WATER TOWERS. THE EXISTING VALVES SHALL BE REPLACED AND THE BOXES SHALL BE RESET
· METALLIC WARNING TAPE SHALL BE INSTALLED IN ALL TRENCHES IN ACCORDANCE WITH THE SPECIFICATIONS.
· NEW COVERS SHALL BE PROVIDED AND INSTALLED FOR EACH WATER VALVE BOX. NEW COVERS SHALL BE MARKED "WATER" AND BE RATED TIER 15 MINIMUM.
· NEW CONCRETE SHALL RECEIVE A BRUSHED FINISH FOR SKID RESISTANCE.
· THE NEW SANITARY HATCH SHALL BE AS MANUFACTURED BY TRUMBULL RECREATION OR APPROVED EQUIVALENT.
· ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH CONTRACT PLANS AND MANUFACTURER RECOMMENDATIONS. PROVIDE MOST STRINGENT REQUIREMENT IF CONFLICTING.
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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OFSHEET
United States Department of Agriculture Forest Service
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EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
SEWER LINE
DEMO PLAN VIEW
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J. HISE SL-01
002 009
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LIFT STATION
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VALVE - VENT TO ATMOSPHERE
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
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EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
SEWER LINE
INSTALL PLAN VIEW
J. HISE
J. HISE SL-02
003 009
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
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EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
SEWER LINE
REPLACEMENT
DETAILS
J. HISE
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004 009
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BOLTED BLIND FLANGE WITH GASKET
FLANGE ADAPTER
45 DEGREE WYE
2" PIPE
1" PIPE
1" STAINLESS STEEL PIPE
COMBINATION VALVE
EXTEND VALVE BOX ABOVE
GRADE AS NECESSARY
FOR COMBINATION VALVE
1" STAINLESS STEEL PIPE
BRONZE INSECT SCREEN
WITH STAINLESS CLAMP
WOOD SUPPORT BLOCK
1" TRANSITION FITTING
CLEAN #8 AASHTO STONE
CLEAN #8 AASHTO STONE
CLEAN #8
AASHTO STONE
CLEAN #8
AASHTO STONE
CLEAN #8
AASHTO STONE
" CRUSHER RUN
HMA REPAIR
EXCAVATED
MATERIAL
EXCAVATED
MATERIAL
TOPSOIL TOPSOIL
GENERAL TRENCH DETAIL
ROADWAY TRENCH DETAIL
WATERLINE
CROSSING DETAIL
DOUBLE CLEANOUT DETAIL
COMBINATION VALVE DETAIL
WATER LINE
NEW 2" LINE
NEW 2" LINE
NEW 2" LINE
CLEAN #8
AASHTO STONE
DETECTABLE
WARNING TAPE
12" ABOVE PIPE
DETECTABLE
WARNING TAPE
12" ABOVE PIPE
DETECTABLE
WARNING TAPE
12" ABOVE PIPE
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INSTALL 2 -"Y" COUPLERS FOR CLEAN OUTS. ONE UPSTREAM AND ONE DOWNSTREAM. EACH CLEANOUT SHALL BE INSTALLED IN A SEPARATE BOX. BOXES SHALL BE SET TO ALLOW THE MAXIMUM AMOUNT OF SPACE TO ACCESS THE CAP OF THE CLEANOUT.
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
1/2 9/2
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R09
EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
DUMP STATION
UPGRADES DEMO PLAN
J. HISE
J. HISE DS-01
005 009
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WATER AUTOMATIC COMBO
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DOUBLE CLEANOUT
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EXISTING WATER LINE
EXISTING SEWER LINE
PROPOSED
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PROJECT NAME
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DATE
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DRAWING SHEET NO.
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REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
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R09
EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
DUMP STATION
UPGRADES
INSTALL PLAN
J. HISE
J. HISE DS-02
006 009
LEGEND
CLEANOUT
GATE VALVE
LIFT STATION
PIPE SIZE CHANGE
WATER AUTOMATIC COMBO
VALVE - VENT TO ATMOSPHERE
DOUBLE CLEANOUT
CHECK VALVE
EXISTING WATER LINE
EXISTING SEWER LINE
PROPOSED
SEWER LINE
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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
1/2 9/2
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R09
EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
DUMP STATION
UPGRADES DETAILS
J. HISE
J. HISE DS-03
007 009
NEW SANITARY HATCH COVER.
#4 REBAR AT 12" GRID SPACING.
SET REBAR AT LEAST 3" FROM THE EDGE OF THE HATCH.
SANITARY HATCH CROSS SECTIONCONCRETE SLAB CROSS SECTION
WATERLINE INSTALLATION DETAIL CONCRETE PLAN VIEW DETAIL
CONSTRUCT NEW CURB
TO MATCH REMAINING.
INSTALL WATER TOWER BASE
CONCRETE AS PART OF CURB.
SIZE TO MINIMUM REQUIRED
BY TOWER MANUFACTURER.
M
I N
MINIMUM 1% SLOPE.
MAXIMUM 2% SLOPE.
SLOPE SLAB TO DRAIN TO HATCH.
INSTALL A BRUSHED FINISH.
MINIMUM 1% SLOPE.
MAXIMUM 2% SLOPE.
SLOPE SLAB TO DRAIN TO HATCH.
INSTALL A BRUSHED FINISH.
SLOPE
" CRUSHER RUN GRAVEL UP TO EDGE OF CONCRETE AND COMPACT.
SLOPE SHALL BE SUCH THAT WATER DRAINS AWAY FROM THE CONCRETE
PAD AND SLOPE IS NOT GREATER THAN 2%
AASHTO #8 OR #57 CLEAN STONE
6" THICK MINIMUM
AASHTO #8 OR #57 CLEAN STONE.
6" THICK MINIMUM.
COMPACT SUBGRADE PRIOR TO
PLACING CLEAN STONE.
AASHTO #8 CLEAN STONE.
MINIMUM OVERALL 12" THICKNESS.
MINIMUM 3" UNDER NEW PIPE.
EXISTING 1.5" SEWER LINE.
(WHERE APPLICABLE).
BACKFILL WITH EXCAVATED MATERIAL.
BACKFILL TOP 6" WITH TOPSOIL.
O
R
M
I N
NEW WATERLINE.
MATCH EXISTING SIZE.
8'
2'-6"
5'
1'-6"
SEWERLINE
#4 REBAR CENTERED IN CURB. MINIMUM 2" CONCRETE COVER.
CURB SHALL BE POURED CONTINUOUSLY WITH SLAB.
DETECTABLE
WARNING TAPE
12" ABOVE PIPE.
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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
1/2 9/2
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R09
EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
SIGN MATERIALS
AND DETAILS
J. HISE
J. HISE SD-01
008 009
SIGN INSTALLATION DETAIL
6" MINIMUM
INSTALL SIGNS WITH 2 BOLTS EACH.
INSTALL SIGNS WITH TOP 5' FROM THE
GROUND SURFACE.
MAKE TOP OF SIGN LEVEL WITH THE
TOP OF THE POSTS.
COMPACT EXCAVATED SOIL AROUND POSTS.
INSTALL SIGNS WHERE APPROVED BY COR.
SIGNS SHALL BE INSTALLED OUTSIDE
OF ROADWAYS AND DITCH LINES.
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FOREST ROAD GATE (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
LOCK
PIN
C C
D
D
E
E
SECTION E-E
SECTION A-A
ELEVATION OF GATE
ELEVATION OF LOCK POST
*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
1 RIGHT AND 1 LEFT ON EACH SIDE OF GATE WITH 4 3/8" x 6" MACHINE BOLTS, NUTS* & WASHERS, 21 TYPE 1 BARRICADE MARKERS, 12" x 36" WITH RED & WHITE STRIPES, 2 "RIGHT" AND 2 "LEFT" 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
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
1/2 7/2
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(R9)
EASTERN REGION
LAKE
SHERWOOD
PHASE 3 GAOA
MONONGAHELA
NATIONAL FOREST
24' TUBE GATE DETAIL
GD-01
009 009
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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| Sheets and Views |
| SHERWOOD DUMP STATION DRAFT-COVERSHEET |
| SHERWOOD DUMP STATION DRAFT-N-01 NOTES |
| SHERWOOD DUMP STATION DRAFT-SL-01 DEMO PLAN |
| SHERWOOD DUMP STATION DRAFT-SL-02 INSTALL PLAN |
| SHERWOOD DUMP STATION DRAFT-SL-03 DETAILS |
| SHERWOOD DUMP STATION DRAFT-DS-01 DEMO PLAN |
| SHERWOOD DUMP STATION DRAFT-DS-02 INSTALL PLAN |
| SHERWOOD DUMP STATION DRAFT-DS-03 DETAILS |
| SHERWOOD DUMP STATION DRAFT-SD-01 SIGN MATERIALS |
| 250127 Double Gate Detail Modified-GATE DETAIL 1 |
| OLE1 |
File details come from the government source that posted it. Updated .