Attachment 4 Fraser Weir Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- 1240LT22Q0089
- Issued by
-
Department of Agriculture Forest Service
About this file
This announcement constitutes a pre-solicitation notice for a firm-fixed price construction contract to be awarded between $250,000 to $500,000. The U.S. Forest Service will issue a request for proposals on or around July 15th to solicit offers for repairs to five separate research weirs at the Fraser Experimental Forest in Colorado. A site visit is scheduled for July 19th, and proposals will be due 30 days following solicitation posting unless extended. The scope of work involves using heavy equipment operators, laborers, carpenters and masons to complete various weir repairs. The location is the Fraser Experimental Forest approximately 4.4 miles southwest of Fraser, Colorado. This action is anticipated to be solicited as a total small business set-aside.
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| File | Type | Posted |
|---|---|---|
| Attachment 3 Statement of Work.pdf |
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SHEET OF
United States Department of Agriculture
Forest Service
FRASER WATER QUALITY RESEARCH WEIR
REHABILITATION
RECOMMENDED BY:
APPROVED:
ENGINEER
DATE
DATE
STATION ENGINEERING DATE
DATE
DATE
2/1 1/2
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COLORADO
GRAND COUNTY
(R22) ROCKY MOUNTAIN RESEARCH STATION
FRASER EXPERIEMENTAL FOREST
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 2/11/2022
2 SUMMARY OF SCOPE AND QUANTITIES 2/11/2022
3 EAST ST LOUIS DEMOLITION DETAILS 2/11/2022
LFC, DHM, & DHN DIMENSIONS
2/11/2022
5 TYPICAL WEIR REPAIR DETAILS 2/11/2022
6 TYPICAL RECORDER HUT DETAILS 2/11/2022
TRAVEL DIRECTIONS:
FROM DENVER: HEAD WEST ON I-70, TAKE EXIT 232 TOWARD U.S. 40 E/EMPIRE/GRANBY, CONTINUE ON US-40W UNTIL THE TOWN OF FRASER COLORADO, TURN LEFT ON EISENHOWER DRIVE, EISENHOWER DRIVE TURNS LEFT AND BECOMES
CARRIAGE ROAD, CARRIAGE ROAD TURNS RIGHT AND BECOMES COUNTY ROAD 73. FROM THE HEADQUARTERS COMPLEX, FOREST SERVICE PERSONNEL CAN ESCORT CONTRACTORS TO THE INDIVIDUAL WEIRS.
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
3/3 1/2
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
SUMMARY OF SCOPE
AND QUANTITIES
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
002 6
CONSTRUCTION NOTES:
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1. SITE ACCESS CONSISTS OF 4X4 ROADS WITH LIMITED TURN SITE ACCESS CONSISTS OF 4X4 ROADS WITH LIMITED TURN AROUND SPACE. CONTRACTOR SHALL PLAN ACCORDINGLY UTILIZING SMALLER EQUIPMENT AND HAULING VEHICLES. 2. CREEK DIVERSIONS SHALL BE COMPLETED BY THE FOREST CREEK DIVERSIONS SHALL BE COMPLETED BY THE FOREST SERVICE PRIOR TO CONSTRUCTION. DE-WATERING WILL BE REQUIRED IN STILLING POND BOTTOMS DURING CONSTRUCTION. 3. CONSTRUCTION MUST OCCUR DURING LOW FLOW PERIODS CONSTRUCTION MUST OCCUR DURING LOW FLOW PERIODS OF AUGUST - OCTOBER. 4. FRASER EXPERIMENTAL FOREST CONTAINS HIGH WILDFIRE FRASER EXPERIMENTAL FOREST CONTAINS HIGH WILDFIRE RISKS. SMOKING IS NOT ALLOWED AND SPARK ARRESTORS ARE REQUIRED ON CHAINSAWS. 5. EXCAVATION IS IN ROCKY TERRAIN. BLASTING IS NOT EXCAVATION IS IN ROCKY TERRAIN. BLASTING IS NOT PERMITTED FOR EXCAVATION. 6. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND DIMENSIONS CONTRACTOR SHALL VERIFY ALL QUANTITIES AND DIMENSIONS PRIOR TO PURCHASING MATERIALS. 7. ALL DEMOLISHED MATERIALS BECOME PROPERTY OF THE ALL DEMOLISHED MATERIALS BECOME PROPERTY OF THE CONTRACTOR AND MUST BE DEMOLISHED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. NO HAZARDOUS MATERIALS ARE EXPECTED ON SITE. 8. CONTRACTOR SHALL REUSE ALL BACKFILL MATERIAL TO THE CONTRACTOR SHALL REUSE ALL BACKFILL MATERIAL TO THE MAXIMUM EXTEND POSSIBLE. OFFSITE DISPOSAL OF EARTHEN MATERIALS IS NOT EXPECTED. IF ANY LEFTOVER EARTHEN MATERIALS REMAIN AFTER RECONSTRUCTION, THEY SHALL BE PLACED IN AN AGREED UPON LOCATION WITH THE COR. 9. CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN AN AREA AGREED UPON AT THE PRE-CONSTRUCTION CONFERENCE. 10. MINIMIZE VEGETATION DISTURBANCE TO THE SITE TO THE MINIMIZE VEGETATION DISTURBANCE TO THE SITE TO THE MAXIMUM EXTENT POSSIBLE. DISTURBANCE AREA SHOULD BE LIMITED TO THE MINIMUM SPACE NECESSARY TO COMPLETE SIDEWALL REPAIR. ONLY EXCAVATE AS NECESSARY TO SAFELY REPLACE THE SIDEWALLS.
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
2/1 1/2
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
EAST ST. LOUIS
DEMOLITION DETAILS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
3 6
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AutoCAD SHX Text NOTES: 1. DIMENSIONS SHOWN ARE OF EAST ST. LOUIS TO GIVE CONTRACTOR TYPICAL WEIR DIMENSIONS SHOWN ARE OF EAST ST. LOUIS TO GIVE CONTRACTOR TYPICAL WEIR EAST ST. LOUIS TO GIVE CONTRACTOR TYPICAL WEIR TO GIVE CONTRACTOR TYPICAL WEIR CONSTRUCTION DETAILS. DIFFERENT WEIRS HAVE VARYING DIMENSIONS. WEIR SIDEWALLS MUST BE REBUILT TO MATCH THE EXISTING DIMENSIONS FOR RESEARCH CONTINUITY. QUANTITIES AND DIMENSION SHALL BE CONFIRMED AT THE PRE-BID SITE VISIT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIALS. 2. WEIR WALLS SHALL BE PROTECTED TO THE MAXIMUM EXTENT POSSIBLE. WEIR WALLS SHALL BE PROTECTED TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR MAY NEED TO PLACE ADDITIONAL FILL MATERIAL OVER THE WALLS TO ENSURE THEY REMAIN UNDISTURBED WHILE EQUIPMENT DRIVES OVER THEM. 3. CONTRACTOR SHALL REMOVE AND A PROPERLY DISPOSE OF ALL THE UPPER AND CONTRACTOR SHALL REMOVE AND A PROPERLY DISPOSE OF ALL THE UPPER AND LOWER BASINS' WOODEN SIDEWALLS AND CRESTS. WOODEN SIDEWALLS BELOW THE CONCRETE WEIR SHALL BE REMOVED AS WELL. 4. EXISTING CONDITIONS MAY HAVE CHANGED DUE TO SIDEWALL COLLAPSE. EXISTING CONDITIONS MAY HAVE CHANGED DUE TO SIDEWALL COLLAPSE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN AN AREA AGREED UPON CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN AN AREA AGREED UPON AT THE PRE-CONSTRUCTION CONFERENCE. 6. ADDITIONAL BURIED WOOD CRIBBING MAY EXIST ALONG WOODEN SIDEWALLS AS ADDITIONAL BURIED WOOD CRIBBING MAY EXIST ALONG WOODEN SIDEWALLS AS REINFORCEMENT. 6"X6" TIMBER CRIBBING IS LIKELY TO EXIST IN 5'X5' SECTIONS PLAN VIEW AND MAY BE BURIED UP TO 7'6" DEEP. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION START.
AutoCAD SHX Text 24" DIA. CMP STILLING WELL TO BE REMOVED AND REPLACED. BURIED IN GRAVEL UP TO 78" BELOW GRADE.78" BELOW GRADE. BELOW GRADE.
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REMOVE AND REPLACE RECORDER HUT AND FOUNDATION
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ACCESS RAMP: TO BE REMOVED.
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PIEZOMETRIC OPENINGS: TO BE REMOVED AND REPLACED SEE RECORDER HUT DETAILS
AutoCAD SHX Text IMPERVIOUS CLAY LINING TO BE RESTORED TO ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE
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REPLACE CRIBBING WITH DEADMAN REINFORCEMENT SEE 'WEIR REPAIR DETAILS' SHEET
ALL MASONRY WINGWALLS TO REMAIN, REPAIR IF DAMAGED DURING CONSTRUCTION
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
2/1 1/2
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
LOWER FOOL,
DEADHORSE MAIN, AND
DEADHORSE NORTH
DIMENSIONS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
4 6
NTS
LOWER FOOL CREEK
10' 30'5'
6' TALL
HEADWALL
3'
TALL
HEADWALL
5'
1:4 SLOPE
ON
SIDEWALLS
NTS
DEADHORSE NORTH
NTS
DEADHORSE MAIN
10' 19'5'
6' TALL
HEADWALL
3'
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HEADWALL
5'
1:4 SLOPE
ON
SIDEWALLS
N
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SLOPE
ON
SIDEWALLS
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TALL
STEPDOWN
3'
TALL
STEPDOWN
19'10'
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LOWER BASIN CROSS SECTION
CORNER DETAIL
1'-0"
5'-0"
3'-0"
CROSS SECTION LENGTHWISE
2'-0"
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PROJECT NAME
DRAWING TITLE
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ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /22
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
TYPICAL WEIR REPAIR
DETAILS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
5 6
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CREST OF UPPER BASIN
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CREST OF LOWER BASIN
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CREST OF UPPER BASIN
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CONCRETE 120° V WEIR
AutoCAD SHX Text NOTES: 1. MATCH DIMENSIONS OF EXISTING WEIR WALLS. MATCH DIMENSIONS OF EXISTING WEIR WALLS. 2. NEW WEIR SIDE AND HEADWALLS SHALL BE CONSTRUCTED FROM 4X12 NEW WEIR SIDE AND HEADWALLS SHALL BE CONSTRUCTED FROM 4X12 TREATED TIMBER. TIMBER TREATMENT SHALL BE COPPER AZOLE (CA-C) WITH A MINIMUM RETENTION OF 0.15 POUNDS PER CUBIC FOOT OR APPROVED EQUIVALENT. SEE SPECS FOR DETAILS. 3. APPLY END CUT TREATMENT SOLUTION TO ALL MEMBERS DURING APPLY END CUT TREATMENT SOLUTION TO ALL MEMBERS DURING CONSTRUCTION. 4. ALL FASTENERS SHALL BE GALVANIZED STEEL STAKES OR CORROSION ALL FASTENERS SHALL BE GALVANIZED STEEL STAKES OR CORROSION RESISTANT STRUCTURAL SCREWS. 5. SPLICING OF WALL STRIPS PERMITTED PROVIDING JOINTS ARE STAGGERED SPLICING OF WALL STRIPS PERMITTED PROVIDING JOINTS ARE STAGGERED AND SEPARATED BY AT LEAST TWO ADJACENT STRIPS. STRIPS TO BE NAILED TOGETHER WITH 8" SPIKES STAGGERED ON 24" OC. 6. MATERIALS AND COMPONENTS OF THE WEIR MAY BE REUSED AT THE MATERIALS AND COMPONENTS OF THE WEIR MAY BE REUSED AT THE DISCRETION OF THE ENGINEER.
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AutoCAD SHX Text 3" X 3" X 3/8" GALVANIZED STEEL L ANGLE. ANCHORED WITH 58" GALVANIZED STEEL STAKESSPACED @ 12" OC
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4 X 12 TREATED PLANKING
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STAKE BOTTOM TWO LAYERS INTO GROUND WITH 24" #5 REBAR
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STAKE BOTTOM TWO LAYERS INTO GROUND WITH 24" #5 REBAR
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CONNECT DEADMANS WITH 24" STAKES INTO GROUND.
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4X12 TREATED
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CROSS MEMBERS SHALL BE 6X6
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STAKE BOTTOM TWO LAYERS INTO GROUND WITH 24" #5 REBAR
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4X12 DEADMAN CONNECTION
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COMPACT GROUND UNDERNEATH SIDE AND HEADWALLS PRIOR TO CONSTRUCTION (TYP.)
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PLACE 12" RIPRAP SURROUNDING STEEL PLATE
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DRAWING TITLE
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DRAWING SHEET NO.
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OFSHEET
United States Department of Agriculture Forest Service
4/8 /22
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
TYPICAL RECORDER HUT
DETAILS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
6 6
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FINISH SCHEDULE
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ROOF
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SWEEP
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DOOR & HARDWARE SCHEDULE
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%%UDOOR HEADER & JAMB
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INSULATED METAL
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DOOR TYPE
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HEAVY DUTY
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DOOR SIZE
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1/2" PLYWOOD
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WATER SEAL
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TROWL FINISH
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CLEAR
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COLOR
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MATERIAL
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FINISH
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1/2" PLYWOOD
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PRIME & PAINT
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FLOOR
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INT WALLS
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PROPANEL BRAND
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PANEL VERT.
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3 HINGES
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HINGES
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CLOSER
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STEEL
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RABBET
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SINGLE
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FRAME
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PER SUBMITTAL
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MFG. FINISH
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FOREST GREEN
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PRIME &
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PAINT
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METAL
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LOCK
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SIDING
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8.25" HARDIE
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DOOR
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ROOF
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%%UFRONT ELEVATION
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%%UFRAMING PLAN
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%%UHUT CROSS SECTION WITH FOUNDATION
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NTS
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NTS
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NTS
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METAL
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DOOR
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& FRAME
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2"METAL WRAP FRAME- WELDED & GROUND SMOOTH
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1-3/4" METAL DOOR
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1/2" PLYWOOD
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2" METAL FRAME/JAMB
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SIDING
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1/2" SHEATHING
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1/2" PLYWOOD WALL INTERIOR
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2X6 SUPPORTS
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FRONT
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SEMI-GLOSS
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WHITE
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ENAMEL
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TO MATCH
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SIDING
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CEDARMILL
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SELECT
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BARK
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TIMBER
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MISC.
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PULL TYPE
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HANDLE:
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DEADBOLT-KEYED CONSULT COR FOR KEYING INFORMATION.
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THRESHOLD
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SWEEP: PEMKO 307AV THRES: PEMKO 151A
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FLUSH BOLTS: TOP: HAGER 282D BOTTOM: CANE BOLTS
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MFG. FINISH
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SLOPE BACKFILL APPROX. 2% OVER 5' AWAY FROM STILLING POND
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SLOPE BACKFILL APPROX. 2% OVER 5' AWAY FROM STILLING POND
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2" GALVANIZED STEEL PIPE WITH EXPOSED THREADING. EXTENDPIPES MIN 6" PAST WALL
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EMBED CMP PIPE 2" INTO CONCRETE BASE
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6" THICK AGGREGATE BASE COURSE
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%%USTILLING WELL AND RECORDER HUT FOUNDATION DETAIL
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NTS
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12" PLYWOOD MOUNTED ON 2X4 FLOOR STUDS
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24" CMP VERTICAL STILLING WELL. RAISE 8" ABOVE FLOOR LEVEL
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8" REINFORCED CONCRETE BASE
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4" EXPOSED FOUNDATION
AutoCAD SHX Text PRESSURE TREATED 2X6 SILL BLOCK. ATTACHED WITH " 12" 38" 12"LONG STEEL J BOLTS (WITH WASHER AND NUT)
AutoCAD SHX Text 2X8 RIPPED TO FIT W/ 2" ROUND VENT HOLES SPACED EVERY 16" AND COVERED WITH INSECT SCREEN
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2X6 STUDS SPACED 16" OC
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#5 BAR FOR BOTH DOWELS & VERTICAL REINFORCEMENT
AutoCAD SHX Text HORIZONTAL REINFORCEMENT #5 REBAR. EVERY THIRD ROW. FILL ENTIRE CELL WITH GROUT (TYP.)
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#5 BAR RUNNING LENGTH AND WIDTHWISE (TYP.)
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%%UCMU FOUNDATION PLAN
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NTS
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%%USITE ORIENTATION AND LAYOUT
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NTS
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%%USIDE ELEVATION
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NTS
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3' WIDE 6'8" TALL STEEL DOOR OPENING TOWARDS DOWNSTREAM SIDE OF HUT
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SEE DETAIL BELOW FOR JAM FRAMING
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FILL EVERY OTHER OPENING WITH GROUT AND #5 REBAR
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ONE HALF BLOCK PER ROW
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12" PLYWOOD MOUNTED ON 2X4 FLOOR STUDS
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FACE BLOCK OPENING TOWARDS CREEK BED FOR PIEZOMETRIC OPENINGS
AutoCAD SHX Text NOTES: 1. CMU BLOCKS SHALL BE 8"X8"X16" OPEN FACE WITH A MINIMUM OF 2,000 CMU BLOCKS SHALL BE 8"X8"X16" OPEN FACE WITH A MINIMUM OF 2,000 PSI UNIT STRENGTH 2. HORIZONTAL AND VERTICAL REBAR SHALL BE #5 STEEL REBAR. BOTH TYPES HORIZONTAL AND VERTICAL REBAR SHALL BE #5 STEEL REBAR. BOTH TYPES SHALL HAVE GROUT REINFORCEMENT. 3. EVERY THIRD ROW SHALL CONTAIN HORIZONTAL REBAR. USE BOND BEAM EVERY THIRD ROW SHALL CONTAIN HORIZONTAL REBAR. USE BOND BEAM TYPE BLOCKS WITH GROUT REINFORCEMENT AND MESH UNDERLAYMENT. 4. HALF BLOCK WILL BE REQUIRED TO STAGER JOINTS.HALF BLOCK WILL BE REQUIRED TO STAGER JOINTS.
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GROUT STOPPING MESH (TYP.)
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2X6 EXPOSED RAFTERS
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2X6 RIDGE BOARD
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34" CDX OR OSB PLYWOOD
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30# FELT
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FIBER CEMENT VERTICAL SIDING.
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5/8" AC PLYWOOD PAINTED WHITE
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1/2" OSB PLYWOOD SHEATHING
AutoCAD SHX Text ATTACH PIEZOMETRIC OPENINGS TO CMP WELL BY THREADING INTO GALVANIZED 5" FLOOR FLANGE. SEAL AROUND THE OUTSIDE WITH A BUTYL OR SILICONE CAULKING, AND GROUT AROUND CONNECTION ONCE DRY. PLACE BACKFILL IN THIS AREA AFTER 7 DAYS OF CURE TIME (TYP.)
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12" PLYWOOD SHELF MOUNTED ON 2X4S 40" TALL
AutoCAD SHX Text 516" FIBER CEMENT VERTICAL SIDING. USE JAMESHARDIE HARDIEPANEL OR APPROVED EQUIVALENT. ALL CORNERS OR PROVIDE 1" THICK TRIM AS APPROVED BY ENGINEER.
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PREFORMED METAL ROOFING
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12" PLYWOOD SHELF MOUNTED ON 2X4S 40" HIGH
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WEIR SIDE
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STEEL DOOR OPENING TOWARDS DOWNSTREAM SIDE OF HUT
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GROUND MOUNTED STEEL PLATE. SECURE WITH SPIKES
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GROUT 6 CMU BLOCKS AS PIPE SUPPORTS. CUT HOLES IN BLOCKS TO FIT PIPES
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COVER STILLING WELL OPENING WITH HINGED PLYWOOD ACCESS HATCH WITH HANDLE
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PAINT INTERIOR WHITE
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| Fraser Weir Drawings.pdf |
| Drawings_draft.pdf |
| Cover Sheet-Cover.pdf |
| Sheets and Views |
| Cover |
| Plans-ESL DEMOLITION.pdf |
| Sheets and Views |
| ESL DEMOLITION |
| Plans-DIMENSIONS.pdf |
| Sheets and Views |
| DIMENSIONS |
| Plans-SUMMARY.pdf |
| Sheets and Views |
| SUMMARY |
| Plans-WEIR REPAIR DETAILS.pdf |
| Sheets and Views |
| WEIR REPAIR DETAILS |
| Plans-RECORDER HUT.pdf |
| Sheets and Views |
| RECORDER HUT |
File details come from the government source that posted it. Updated .