Attachment 2 - Maps and Drawings.pdf
PDF 1 MB Posted
- Attached to
- Antelope Flat Campground Waterline Replacement Federal contract opportunity
- Solicitation number
- 1240LT22R0031
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_1240LT22R0031_Amd_0006.pdf | ||
| Sol_1240LT22R0031_Amd_0005.pdf | ||
| Sol_1240LT22R0031_Amd_0004.pdf | ||
| Amd_03_1240LT22R0031_AntelopeFlatCampground.pdf | ||
| Sol_1240LT22R0031_Amd_0002.pdf | ||
| Sol_1240LT22R0031_Amd_0001.pdf | ||
| Attachment 3 - Wage Determination Uintah County Utah.pdf | ||
| Attachment 1 - Special Project Specifications.pdf | ||
| RFP 1240LT22R0031 Antelope Flat Campground.pdf |
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Text version
PROJECT LOCATION
NATIONAL MAP
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
1 6
From Vernal, Utah:
Travel 48 miles east on US-191 N. Turn right to stay on US-191 towards
Dutch John. The campground is about 5 miles north of Dutch John on the
Flaming Gorge National Scenic Byway
RECOMMENDED BY:
FOREST ENGINEER
APPROVED:
DATE
FOREST SUPERVISOR DATE
ANTELOPE FLAT CAMPGROUND WATERLINE
SYSTEM REPLACEMENT
UTAH
DAGGETT COUNTY
ASHLEY NATIONAL FOREST
R4 INTERMOUNTAIN REGION
INDEX OF SHEETS
SHEET SHEET TITLE NO.
G-01 COVER SHEET AND LOCATION 1
VM-01 VICINITY MAP 2
SCH-01 SCHEDULE OF ITEMS 3
WL-01
EXISTING WATERLINE SYSTEM
LOCATION AND WORK NOTES FOR
NEW WATERLINE SYSTEM
DET-01
TRENCHING, VALVE AND DRAIN
DETAILS
DET-02
AIR RELEASE VALVE AND VENT
DETAILS INSIDE EXISTING CONCRETE
BOX
DET-02
N E
W W
A T
E R
L
IN
E S
Y S
T E
M L
O C
A T
IO
N
EXISTING STORAGE
TANK LOCATION
EXISTING WELL
LOCATION
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EXISTING WATER SYSTEM LOCATION
AutoCAD SHX Text WORK NOTES NOTE: EXISTING STORAGE TANK, WELL AND CONCRETE VAULTS FOR AIR RELEASE VALVES SHALL REMAIN. CONTRACTOR SHALL REMOVE AND REPLACE ALL AIR RELEASE VALVES, VENT PIPES, WATERLINES, DRAIN VALVE AND DRAIN LINE AND STORAGE TANK VALVE. ALL PLUMBING COMPONENTS IN THE CONCRETE VAULTS SHALL BE REMOVED CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY EXISTING UNEARTHED WATERLINE AND EXISTING PLUMBING APPURTENANCES THAT ARE ABOVE GROUND DURING CONSTRUCTION EXISTING LOCATIONS OF VALVE, WELL, TANK, DRAIN LINE, AIR RELEASE VALVE AND BOXES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO BIDDING THIS PORJECT CONTRACTOR SHALL STAKE ON GROUND NEW WATERLINE SYSTEM LOCATION. NEW WATERLINE SHALL BE WITHIN THE GRAVEL SERVICE ROAD. STAKED LOCATION SHALL BE APPROVED IN WRITING BY THE COR PRIOR TO WATERLINE TRENCHING WORK CONTRACTOR SHALL TRENCH, BED, BACKFILL AND SUPPLY/INSTALL NEW HDPE WATERLINES AND VALVES, DRAIN LINES, AIR RELEASE VALVES AS STAKED ON GROUND AND AS SPECIFIED ON DRAWINGS AND SPECIFICATIONS CONTRACTOR SHALL PLUMB NEW WATERLINES AND VALVES, DRAINS, AIR RELEASE VALVES, VENTS ETC FROM THE EXISTING WELL TO EACH OF THE 4 EXISTING CONCRETE VALVE BOXES AND TO THE EXISTING WATER STORAGE TANK ALONG THE SERVICE ROAD. NEW 3-INCH ISOLATION BALL VALVES AND 2-INCH BALL VALVES FOR AIR RELEASE SHALL BE INSTALLED IN THE EXISTING CONCRETE BOXES NEW 2-INCH METAL GATE VALVES AND BOXES SHALL BE INSTALLED TO DRAIN THE WATER SYSTEM AND DRAIN LINE WITH SCREENED OUTLET AS PER DRAWING DETAILS NEW 3-INCH METAL GATE VALVE AND BOX SHALL BE INSTALLED BY STORAGE TANK CONTRACTOR SHALL ENSURE THAT WATER SYSTEM IS FULLY SLOPED TO DRAIN WATER SYSTEM
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FOREST SERVICE
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ANTELOPE FLAT CG WATERLINE REPLACEMENT
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EXISTING WATERLINE LOCATION
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ASHLEY NATIONAL FOREST
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WATER LNE TRENCH CROSS SECTION NOT TO SCALE
AutoCAD SHX Text TRENCHING NOTES: 1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT CENTERLINE. FOR DEPTHS WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT CENTERLINE. FOR DEPTHS GREATER THAN 5'-0", THE WALLS SHALL BE LAID BACK TO MEET APPLICABLE SAFETY STANDARDS. 2. IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL, A MINIMUM OF 6" OF PIPE-ZONE IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL, A MINIMUM OF 6" OF PIPE-ZONE MATERIAL OR IMPORTED SPECIAL BEDDING SHALL BE USED DEPENDING ON MATERIAL ENCOUNTERED. IF SOIL IS OF A UNIFORM TEXTURE MEETING PIPE-ZONE MATERIAL SPECIFICATIONS, THIS NEED NOT BE EXCAVATED. IF FOR SEWERLINE, ROUND TRENCH SO BOTTOM HALF OF CIRCUMFERENCE OF THE PIPE WILL REST ON UNDISTURBED SOIL. 3. REQUIRED DEPTH OF BEDDING VARIES WITH TYPE OF PIPE. SEE SPECIFICATIONS TO DETERMINE IF OTHER REQUIRED DEPTH OF BEDDING VARIES WITH TYPE OF PIPE. SEE SPECIFICATIONS TO DETERMINE IF OTHER THAN 12" IS REQUIRED OVER TOP OF PIPE. 4. IN AREAS WHERE TRENCH RESURFACING IS REQUIRED, THIS INDICATES MAXIMUM PAY WIDTH ALLOWED. IN AREAS WHERE TRENCH RESURFACING IS REQUIRED, THIS INDICATES MAXIMUM PAY WIDTH ALLOWED. 5. UTILITY LINES SHALL BE BURIED A MINIMUM OF 30 INCHES UNLESS OTHERWISE NOTED. UTILITY LINES SHALL BE BURIED A MINIMUM OF 30 INCHES UNLESS OTHERWISE NOTED. 6. WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE POSSIBLE, ATTACH TRACER WIRE TO WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE POSSIBLE, ATTACH TRACER WIRE TO OBJECTS OR STRUCTURES ABOVE GRADE (SEE SPECIFICATION SECTION 312000).
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SAW CUT WHERE TRENCH CROSSES PAVED ROAD (BOTH SIDES).
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SOCKET TO FIT 2" SQUARE NUT.
AutoCAD SHX Text FURNISH ONE VALVE OPERATING WRENCH FOR EACH FIVE (OR FRACTION THEREOF) VALVES LARGER THAN 2" THAT IS PROVIDED WITH A VALVE BOX. LENGTH TO BE 12" LONGER THAN THE LONGEST VALVE BOX.
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FURNISH ONE KEY FOR EACH FIVE (OR FRACTION THEREOF) CURB AND/OR VALVE BOXES.
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FOR FLANGED VALVES USE APPROPRIATE SCREWED TYPE COMPANION FLANGE.
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BASE AND KNOCKOUT TO MATCH VALVE AND PIPE SIZE
AutoCAD SHX Text NOTES: 1. EXTEND DRAIN LINE TO EXTEND DRAIN LINE TO DAYLIGHT. 2. THE LAST 10' OF DRAIN THE LAST 10' OF DRAIN LINE SHALL BE GALVANIZED STEEL PIPE. 3. ON WATER STORAGE ON WATER STORAGE TANK OVERFLOW DRAIN, SCREEN AROUND SUCTION STRAINER SHALL BE #24 MESH.
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STAINLESS STEEL PIPE CLAMPS. 2 REQUIRED.
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NO. 4 GALVANIZED WIRE SCREEN WRAPPED AROUND SUCTION STRAINER.
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14 C.Y. SMALL STONE RIPRAP
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| 1 ANTELOPE CG WL TITLE |
| Sheets and Views |
| G1 |
| 2 ANTELOPE CG WL VICINITY MAP |
| Sheets and Views |
| 2 VICINTIY MAP |
| 3 ANTELOPE CG WL SOI |
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| 3 SCHEDULE |
| 4 ANTELOPE CG WL WORK NOTES |
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| 4 NEW WL |
| 5 ANTELOPE CG WL TRENCH DETAILS |
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| 5a VALVES DRAIN |
| 6 ANTELOPE CG WL AIR RELEASE |
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| 6 air release |
| Engineers Estimate ANTELOPE FLAT CAMPGROUND WATERLINE REPLACEMENT: | |
| 011900 I Mobilization: | |
| 1: | |
| TOTAL1: | |
| 5500: | |
| TOTAL5500: | |
| 4: | |
| TOTAL4: | |
| 1_2: | |
| TOTAL1_2: | |
| 1_3: | |
| TOTAL1_3: | |
| AQ: | |
| 4_2: | |
| TOTAL4_2: | |
| Row1: | |
| undefined: | |
| j t 1 I I s i r9 QOPlI 0 Pii I 1 t i C Q E1Sl e s rt i tl 0 0 r Q Q 0 Cli lRow1: | |
| tf: | |
| Antelope Flat Campground: | |
| 2022-01-11T16:31:51-0700 | |
| SUSAN EICKHOFF |
| 2022-01-11T16:37:21-0700 | |
| CATHLEEN CHRISTENSEN |
File details come from the government source that posted it. Updated .