Attachment_3_Drawings_22-002_Jones_Hole_Water_Improvement.pdf
PDF 3 MB Posted
- Attached to
- UT-JONES HOLE NFH-WATER SYS IMPROVEMENTS Federal contract opportunity
- Solicitation number
- 140F0122R0123
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140F0122R0123_Amd_0001.pdf | ||
| Attachment_6_Davis-Bacon_Act_WD___UT20220077.pdf | ||
| Attachment_2_Jones_Hole_Water_System_Specifications.pdf | ||
| Attachment_5_Submittals.pdf | ||
| Attachment_1_Bid_Schedule.pdf | ||
| Attachment_4_Asbuilt_Drawings.pdf | ||
| Sol_140F0122R0123.pdf |
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© 2021 Microsoft Corporation © 2021 TomTom
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
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FISH AND WILDLIFE SERVICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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REGION 6 ENGINEERING - DENVER, COLORADO
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DESIGNED:
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DATE:
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DRAWN:
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DRAWING NO.
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SHEET 1 OF
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CHECKED:
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VICINITY MAP
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NO SCALE
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FISH AND WILDLIFE
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SERVICE
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U.S. FISH & WILDLIFE SERVICE
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SERVICE
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FISH AND WILDLIFE
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APPROVAL SIGNATURES
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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT
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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE
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ADJUSTED ACCORDINGLY.
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%%UNOTE TO BIDDERS:%%
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REGIONAL ENGINEER
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ASS'T. REGIONAL DIR.
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DATE
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PROGRAM SUPERVISOR
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FACILITIES
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SAFETY
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CULTURAL RESOURCES
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DATE
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DATE
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DATE
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DATE
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DATE
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JONES HOLE
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NATIONAL FISH HATCHERY
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UINTAH COUNTY
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UTAH
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WATER SYSTEM IMPROVEMENTS
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COVER SHEET
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MAW
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6F-UT-601-22-002
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C NOTES AND LEGEND 3 - 2C SITE LAYOUT - NORTH SITE LAYOUT - NORTH 4 - 3C SITE LAYOUT - SOUTH SITE LAYOUT - SOUTH 5 - 4C AS-BUILTS AS-BUILTS 6 - 5C AS-BUILTS 2 AND MISC DETAILS AS-BUILTS 2 AND MISC DETAILS 7 - 6C MISC DETAILS 1 MISC DETAILS 1 8 - 7C MISC DETAILS 2 MISC DETAILS 2 9 - 8C MISC DETAILS 3 MISC DETAILS 3
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SCALE 1" = 120'
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SCALE 1" = 20,000'
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JONES HOLE NFH
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VERNAL
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MAIN OFFICE
LEGEND
DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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OF
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
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MAW
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6F-UT-601-22-002
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NOTES AND LEGEND
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PROPOSED
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EXISTING
AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION. 2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS. 3. PROTECT OR RESTORE ALL LOT CORNERS. PROTECT OR RESTORE ALL LOT CORNERS. 4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS) 5. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 6. IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.
AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: MICHAEL WANDERSEE TELE: 303-236-4479 STATION: JONES HOLE NATIONAL FISH HATCHERY 24400 E JONES HOLE HATCHERY RD VERNAL, UT 84078 PROJECT LEADER: TRAVIS ANDERSON TELE: 435-789-4481X12
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GENERAL
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WATER MAIN
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FIRE HYDRANT
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END CAP
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GATE VALVE
AIR RELEASE VALVE
DESIGNED
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DRAWN
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DRAWING NO.
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OF
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
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MAW
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6F-UT-601-22-002
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SITE LAYOUT - NORTH
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SCALE 1" = 50'
AutoCAD SHX Text REPLACE ARV; SEE SHEET 4C FOR DETAILS - DETAIL 1; REPLACE A MIN. 10 FEET OF 4" WATER MAIN
AutoCAD SHX Text REPLACE GATE VALVE; SEE SHEET 4C FOR DETAILS - DETAIL 2; REPLACE A MIN. 10 FEET OF WATER MAIN; SIZE OF WATER MAIN IS UNKNOWN. THE CONTRACTOR SHOULD ASSUME A 6" AC PIPE MAIN. THE CONTRACTOR IS EXPECTED TO EXPLORATORY DIG PRIOR TO ORDERING MATERIALS
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REPLACE FIRE HYDRANT AND GATE VALVE; SEE SHEET 4C FOR DETAILS - DETAIL 3
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REPLACE FIRE HYDRANT AND GATE VALVE; SEE SHEET 5C FOR DETAILS - DETAIL 1
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REPLACE FIRE HYDRANT AND GATE VALVE; SEE SHEET 4C FOR DETAILS - DETAIL 4
AutoCAD SHX Text NOTE: DRINKING WATER SYSTEM IS A CERTIFIED UTAH PUBLIC WATER SYSTEM (PWS). ANY WORK THAT DEVIATES FROM THE SPECIFICATIONS AND/OR DRAWINGS SHALL BE ADDRESSED TO THE COR PRIOR TO COMMENCING THE WORK. GATE VALVES EXIST IN THE SYSTEM AND CAN ISOLATE THE SYSTEM, IF WORKING. IF THE GATE VALVES ARE UNABLE TO ISOLATE, A NEW GATE VALVE WAS INSTALLED ON THE DRAIN LINE LOCATED DIRECTLY AT THE TANK. LINE AND FITTING LOCATIONS ARE ESTIMATES.
AutoCAD SHX Text INSTALL YARD HYDRANT; REPLACE A MIN. 10 FEET OF WATER MAIN; SIZE OF WATER MAIN IS UNKNOWN. THE CONTRACTOR SHOULD ASSUME A 6" AC PIPE MAIN. THE CONTRACTOR IS EXPECTED TO EXPLORATORY DIG PRIOR TO ORDERING MATERIALS
AutoCAD SHX Text REPLACE SERVICE LINE WITH 1" SINGLE SERVICE LINE STUB OUT WITH YARD HYDRANT AND CURB STOP FOR SOUTH LOT; WORK INCLUDES REPLACING 10 LF OF WATER MAIN; SEE MISC. DETAILS SHEET FOR MORE INFORMATION; SEE SHEET 4C FOR EXISTING DETAILS - DETAIL 3
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REPLACE FIRE HYDRANT AND GATE VALVE; END OF LINE
4" PVC BALL VALVE IN VAULT TO BE REPLACED WITH 4" PVC BALL VALVE
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1: FIRE HYDRANT AS-BUILT
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DESIGNED
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DRAWING NO.
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OF
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
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MAW
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6F-UT-601-22-002
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SITE LAYOUT - SOUTH
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SCALE 1" = 50'
AutoCAD SHX Text NOTE: DRINKING WATER SYSTEM IS A CERTIFIED UTAH PUBLIC WATER SYSTEM (PWS). ANY WORK THAT DEVIATES FROM THE SPECIFICATIONS AND/OR DRAWINGS SHALL BE ADDRESSED TO THE COR PRIOR TO COMMENCING THE WORK. GATE VALVES EXIST IN THE SYSTEM AND CAN ISOLATE THE SYSTEM, IF WORKING. IF THE GATE VALVES ARE UNABLE TO ISOLATE, A NEW GATE VALVE WAS INSTALLED ON THE DRAIN LINE LOCATED DIRECTLY AT THE TANK. LINE AND FITTING LOCATIONS ARE ESTIMATES.
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UNKNOWN IF THE TWO LINES CONNECT
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REPLACE FIRE HYDRANT AND GATE VALVE; SEE DETAIL BELOW
AutoCAD SHX Text INSTALL YARD HYDRANT; EXISTING MAIN IS 4" PVC; INSTALL GATE VALVE ON HOUSE SIDE OF YARD HYDRANT
REPLACE FIRE HYDRANT AND GATE VALVE
1: ARV REPLACEMENT AS-BUILT
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2: GATE VALVE REPLACEMENT AS-BUILT (EXISTING AS LABELED)
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3: FIRE HYDRANT AND SERVICE LINE AS-BUILT
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4: FIRE HYDRANT AS-BUILT
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DESIGNED
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DRAWING NO.
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OF
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
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MAW
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AS-BUILTS
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NOTE: TANK INLET AND OUTLET HAVE BEEN MODIFIED FROM THIS AS-BUILT. THE EXISTING GATE VALVE WAS REPLACED IN 2021. THE GATE VALVE WILL COMPLETELY SHUT OFF SUPPLY TO WATER SYSTEM.
1: FIRE HYDRANT AS-BUILT
2: EXISTING FIRE HYDRANT DETAIL
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3: GATE VALVE AND BOX DETAIL
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DESIGNED
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JONES HOLE NFH
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AS-BUILTS 2 AND MISC DETAILS
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NOT TO SCALE
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GATE VALVE & BOX
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UNDISTURBED SOIL
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BOX ADAPTER
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ADJUSTABLE VALVE BOX
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CONCRETE SUPPORT BLOCK
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SET SCREW
AutoCAD SHX Text VALVE STEM EXTENSION ROD REQ'D W/ 2" OPERATING NUT 12" BELOW GRADE WHEN VALVE CENTERLINE IS OVER 36"' BELOW GRADE
AutoCAD SHX Text PROVIDE 2' x 2' x 6" THICK CONCRETE PAD CAST IN PLACE AROUND VALVE BOX. INSTALL BLUE WATER LINE MARKER WHEN FORMING CONCRETE PAD.
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CAST IRON LOCKING LID (AS SPECIFIED)
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SET COVER AND PAD FLUSH WITH GRADE
REBAR BENT AS SHOWN
1: TRENCH BOTTOM PREPARATION
2: ALTERNATIVE TRENCH BOTTOM PREPARATION
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3: YARD HYDRANT DETAIL
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DESIGNED
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JONES HOLE NFH
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MISC DETAILS 1
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PIPE
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HAND COMPACT IN 6" LIFTS FROM BOTTOM OF TRENCH TO 12" OVER PIPE CROWN
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UNDISTURBED SOIL
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BOTTOM OF TRENCH ROUNDED PIPE OF CIRCUMFERENCE
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SLOPE, SHORE, AND/OR INSTALL TRENCH BOX AS REQUIRED PER OSHA
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BACKFILL
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CLEAN SAND OR CRUSHED ROCK
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FROST PROOF YARD HYDRANT
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2-PIECE LOCKING CAP
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36" DIAMETER CONCRETE PAD
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3" DIAMETER HYDRANT ASSIST KIT
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GEOTEXTILE FABRIC
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P.E. WATER SERVICE LINE
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HAK 750
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5 CU. FT. CRUSHED ROCK SET AGAINST UNDISTURBED EARTH
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VACUUM BREAKER
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3/8" REBAR STAPLE
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1" x 4" BRASS NIPPLE WRAPPED IN 20 MIL POLYETHYLENE
2: THRUST BLOCK SETTINGS
1: THRUST BLOCK SIZING
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4: CURB AND GUTTER REPAIR DETAIL
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5: SIDEWALK REPAIR DETAIL
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3: GRAVEL TRAIL REPAIR
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6: FIRE HYDRANT AND GATE VALVE DETAIL
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7: SERVICE LINE DETAIL
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DESIGNED
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
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MISC DETAILS 2
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THRUST BLOCK MINIMUM DIMENSIONS
AutoCAD SHX Text NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI SOIL THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI SOIL BEARING PRESSURE. DIMENSIONS FOR THRUST BLOCKING
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FITTING SIZES
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TEES & PLUGS
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90 DEG. BEND
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45 DEG. BEND & WYES
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REDUCERS & 22 1/2 DEG. BEND
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MIN.
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CAPPED END
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1/2 C.Y. CONCRETE MINIMUM
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UNDISTURBED EARTH
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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE
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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE
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UNDISTURBED EARTH
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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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TOP VIEW
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TOP VIEW
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TOP VIEW
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SIDE VIEW
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JOINT FILLER
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MAX. 3/8" RADIUS
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SLOPE AWAY FROM ROAD; MATCH EXISTING SLOPE
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MAX 3/8" RADIUS
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MAX 3/8" RADIUS
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COMPACTED BACKFILL
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COMPACTED BACKFILL
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COMPACTED GRAVEL TO EXISTING THICKNESS
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COMPACTED GRAVEL, 4" MIN. THICKNESS
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LONGITUDINAL #4 REBAR DOWELED INTO EXISTING CURB; 6" MIN. DEPTH
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LONGITUDINAL #4 REBAR DOWELED INTO EXISTING CURB; 6" MIN. DEPTH
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GRADE LINE
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4-1/2" PUMPER CONNECTION (EXCLUDE)
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2-STANDARD 2-1/2" HOSE CONNECTIONS
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POUR CONCRETE THRUST BLOCK AGAINST UNDISTURBED EARTH
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ONE PIECE N0.-4 REBAR EMBEDDED IN CONCRETE
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COURSE GRAVEL OR CRUSHED ROCK FILL 18 CU. FT. MIN.
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DRAIN HOLE ( DO-NOT PLUG )
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ONE PIECE NO.-4 REBAR EMBEDDED IN CONCRETE
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CONCRETE SUPPORT
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LOCKING LID
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TRAFFIC FLANGE
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VALVE STEM EXTENSION
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ADJUSTABLE VALVE BOX
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SET SCREW
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BOX ADAPTER
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GATE VALVE
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EXISTING GRAVEL
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EXISTING GRAVEL
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TRENCH WALL
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COMPACTED BACKFILL
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EXTENSION TYPE MPLS. PATTERN BASE CURB BOX
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STAINLESS STEEL STATIONARY ROD
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POLYETHYLENE IPS PIPE
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COMPRESSION CONNECTION
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WIDE OR DOUBLE STRAP SERVICE CLAMP
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CORPORATION STOP
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COMPRESSION CONNECTION
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WATER MAIN
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SERVICE LINE TO HOME
CURB STOP (MPLS. PATTERN)
RESTRAINED MECHANICAL PIPE JOINT - APPLICATION CRITERIA
DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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JONES HOLE NFH
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WATER SYSTEM IMPROVEMENTS
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MAW
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MAW
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ED
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MISC DETAILS 3
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%%UVERTICAL OFFSETS
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VERTICAL OFFSETS REQUIRE RESTRAINT
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OF ALL JOINTS WITHIN THE CALCULATED
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LENGTH (L) ON BOTH SIDES OF THE UPPER
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AND LOWER FITTINGS. WHEN RESTRAINED
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LENGTHS OVERLAP ON THE DIAGONAL PIPE,
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ALL JOINTS BETWEEN THE FITTINGS SHOULD
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BE RESTRAINED.
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%%UDEAD ENDS (AND IN-LINE VALVES)
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DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS
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WITHIN THE CALCULATED LENGTH (L) EXTENDING
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FROM THE CAP. IN-LINE VALVES REQUIRE RESTRAINT
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OF ALL JOINTS WITHIN A DISTANCE (L) EXTENDING
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EITHER SIDE OF THE VALVE.
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BRANCH
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%%UNOTE:
AutoCAD SHX Text ANY AND ALL ADDITIONAL RESTRAINT DISTANCES (L, L1, L2, Lr)
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SHALL BE SPECIFIED BY THE PROJECT ENGINEER.
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%%UHORIZONTAL BENDS
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HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL
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JOINTS WITHIN THE CALCULATED LENGTH (L) ON
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BOTH SIDES OF THE FITTING.
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%%UTEES
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TEE FITTINGS REQUIRE RESTRAINT OF ALL
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JOINTS WITHIN A CALCULATED LENGTH (L)
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ALONG THE BRANCH PIPE. THE RESTRAINT
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DESIGN ALSO REQUIRES THE SELECTION
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TO BE FREE OF JOINTS.
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PIPE
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SIZE
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HORIZONTAL
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BENDS
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TEE
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L FOR DEAD
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ENDS AND VALVES
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REDUCERS
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AutoCAD SHX Text 12 x 12 x 12
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AutoCAD SHX Text 12 x 12 x 8
AutoCAD SHX Text 12 x 12 x 6
AutoCAD SHX Text 10 x 10 x 12
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AutoCAD SHX Text 10 x 10 x 8
AutoCAD SHX Text 10 x 10 x 6
AutoCAD SHX Text 8 x 8 x 10
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AutoCAD SHX Text 8 x 8 x 6
AutoCAD SHX Text 8 x 8 x 4
AutoCAD SHX Text 6 x 6 x 10
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AutoCAD SHX Text 6 x 6 x 4
AutoCAD SHX Text 4 x 4 x 6
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AutoCAD SHX Text 4 x 4 x 3
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AutoCAD SHX Text L
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AutoCAD SHX Text 12 x 6
AutoCAD SHX Text 12 x 4
AutoCAD SHX Text 10 x 8
AutoCAD SHX Text 10 x 6
AutoCAD SHX Text 10 x 4
AutoCAD SHX Text 10 x 3
AutoCAD SHX Text 8 x 6
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AutoCAD SHX Text 8 x 3
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%%UNOTE:
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ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM
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VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING:
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1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE
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WITH LITTLE OR NO FINES.
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2. THE TEST PRESSURE IS 150 PSI.
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3. THE FACTOR OF SAFETY IS 1.5 TO 1.
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4. THE MINIMUM DEPTH OF BURY IS 3.0' OR AS INDICATED IN LAYOUT DRAWINGS.
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5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE
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OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED
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SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL
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IS TO BE COMPACTED TO 80%%% STANDARD PROCTOR.
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VERTICAL
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OFFSETS
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AutoCAD SHX Text 11.25°
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AutoCAD SHX Text 22.5°
AutoCAD SHX Text 11.25°
AutoCAD SHX Text 45°
AutoCAD SHX Text 22.5°
AutoCAD SHX Text 11.25°
AutoCAD SHX Text 45°
AutoCAD SHX Text 22.5°
AutoCAD SHX Text 11.25°
AutoCAD SHX Text 45°
AutoCAD SHX Text 22.5°
AutoCAD SHX Text 11.25°
AutoCAD SHX Text L2
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THRUST
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| Sheets and Views |
| 09 Drawing 22-002 Jones Hole Water Improvement-Cover |
| 09 Drawing 22-002 Jones Hole Water Improvement-NOTES AND LEGEND |
| 09 Drawing 22-002 Jones Hole Water Improvement-SITE LAYOUT NORTH |
| 09 Drawing 22-002 Jones Hole Water Improvement-SITE LAYOUT SOUTH |
| 09 Drawing 22-002 Jones Hole Water Improvement-AS-BUILT DETAILS |
| 09 Drawing 22-002 Jones Hole Water Improvement-AS-BUILT DETAILS (2) |
| 09 Drawing 22-002 Jones Hole Water Improvement-DETAILS 1 |
| 09 Drawing 22-002 Jones Hole Water Improvement-DETAILS 2 |
| 09 Drawing 22-002 Jones Hole Water Improvement-DETAILS 3 |
| 2022-01-04T13:11:30-0700 | |
| EDWARD DUNN |
File details come from the government source that posted it. Updated .