J.3 Drawings (7 Pages).pdf
PDF 8 MB Posted
- Attached to
- Sierra Ancha Weir Repairs Federal contract opportunity
- Solicitation number
- 1240LT23Q0049
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| PrebidAttendees_SA-Demo.pdf | ||
| 1240LT23Q0049.0002 - SIERRA ANCHA WEIR REPAIRS.pdf | ||
| 1240LT23Q0049.0001 - SIERRA ANCHA WEIR REPAIRS.pdf | ||
| PrebidAttendees_SA-Weirs.pdf | ||
| J.6 Experience Questionnaire (3 Pages).pdf | ||
| 1240LT23Q0049 - Sierra Ancha Weir Repairs Solicitation.pdf | ||
| J.4 Specifications (57 Pages).pdf | ||
| J.1 Wage Determinations (Gila County, AZ) (AZ2023007) (02.03.2023) (11 Pages).pdf | ||
| J.2 Statement of Work (4 Pages).pdf | ||
| J.5 Location Map (1 Page).pdf |
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Text version
SHEET OF
United States Department of Agriculture
Forest Service
SIERRA ANCHA WEIR REPAIRS
RECOMMENDED BY:
APPROVED:
ENGINEER
DATE
DATE
STATION ENGINEERING DATE
DATE
DATE
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ARIZONA
GILA COUNTY
(R22) ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA EXPERIMENTAL FOREST
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 5/22/2023
D1 - MAIN DAM REPAIRS (1 OF 2)
5/22/2023
D2 - MAIN DAM REPAIRS (2 OF 2)
5/22/2023
4 D3 - NORTH FORK WEIR REPAIRS 5/22/2023
5 D4 - MIDDLE FORK WEIR REPAIRS 5/22/2023
D5 - SOUTH FORK WEIR REPAIRS (1 OF 2)
5/22/2023
D6 - SOUTH FORK WEIR REPAIRS (2 OF 2)
5/22/2023
PROJECT LOCATION:
NFSR 487, APPROXIMATELY 3.2 MILES FROM ITS JUNCTION WITH AZ-288 (GLOBE-YOUNG HWY)
GILA COUNTY, AZ 85554
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
5/2 2/2
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA
WEIR REPAIRS
SIERRA ANCHA
EXPERIMENTAL FOREST
RMRS
MAIN DAM REPAIRS
(1 OF 2)
05/22/2023
N. COFFMAN
N. COFFMAN
D. MATHEWS
D1 2 7
APPROX 7'
APPROX 3'
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INSTALL SLIDING HEADGATE FOR 18" CMP. SEE NOTE 1
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INSTALL WOODEN PLATFORM WITH METAL HANDRAILS SEE DOWNSTREAM VIEW. SEE NOTE 3
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EX HANDRAIL
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REMOVE WOOD REMNANTS
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INSTALL PLATFORM SURFACE FLUSH WITH TOP OF EX WALKWAY
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INSTALL HANDRAIL ON UPSTREAM AND DOWNSTREAM EDGES OF PLATFORM
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UPSTREAM FACE OF WEIR WALL
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DOWNSTREAM FACE OF WEIR WALL
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PROP WORK PLATFORM SEE NOTE 4
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EX STEEL HANDRAIL
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DOWNSTREAM FACE OF WEIR WALL
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PROP HANDRAIL MATCH EX HANDRAIL
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INSTALL GALV STEEL EYEBOLTS AND CHAIN AT END OF RAILS. SEE NOTE 2
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INSTALL GALV STEEL EYEBOLTS AS ATTACHMENT POINTS FOR EX CHAINS
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EX STEEL CHAINS
AutoCAD SHX Text NOTES: 1. FRESNO VALVES SERIES 6400 MODEL 20-10C OR APPROVED EQUAL. HANDWHEEL MUST SIT ABOVE TOP OF WEIR 2. MATCH HEIGHT OF EYEBOLT INSTALLATION TO HEIGHT OF EYEBOLT IN EXISTING HANDRAIL 3. ANCHOR WORK PLATFORM TO WEIR STRUCTURE WITH STAINLESS STEEL WEDGE ANCHORS 4. PRESERVATIVE TREATMENT OF LUMBER FOR WORK PLATFORM MUST CONFORM TO AWPA UC4A OR HIGHER 5. CUT EXISTING ANCHOR BOLTS FLUSH WITH FACE OF CONCRETE. APPLY CORROSION INHIBITOR IN COMPLIANCE WITH SPECIFICATION SECTION 039300 6. ALL MEASUREMENTS TO BE FIELD VERIFIED BY CONTRACTOR
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UPSTREAM VIEW
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DOWNSTREAM VIEW
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PLAN VIEW
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REMOVE EX ANCHORS FROM PREVIOUS PLATFORM SEE NOTE 5
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
5/2 2/2
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ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA
WEIR REPAIRS
SIERRA ANCHA
EXPERIMENTAL FOREST
RMRS
MAIN DAM REPAIRS
(2 OF 2)
05/22/2023
N. COFFMAN
N. COFFMAN
D. MATHEWS
D2 3 7
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UPSTREAM FACE OF WEIR WALL
AutoCAD SHX Text NOTES: 1. REPLACEMENT WEIR NOTCH PLATE MUST BE MACHINED FROM T-304 STAINLESS STEEL TO SAME DIMENSIONS AS EXISTING PLATE. SPECIAL CARE SHOULD BE TAKEN TO REPLICATE THE GEOMETRY OF THE WEIR CREST. ANCHOR HOLE PLACEMENT SHOULD BE CHANGED SO THAT THE PLATE CAN BE REATTACHED AT EXACT SAME LOCATION/HEIGHT WITHOUT REMNANTS OF EXISTING ANCHORS INTERFERING WITH ATTACHMENT 2. CUT EXISTING ANCHORS FLUSH TO FACE OF CONCRETE. REMOVE EXPOSED RUST AND APPLY CORROSION INHIBITOR. PATCH CONCRETE WHERE NECESSARY TO CREATE A SMOOTH FACE. SEE SPECIFICATION SECTION 039300 3. FABRICATE LOW DUROMETER (10-30A) SOLID SILICONE GASKET ( " THICKNESS) TO MATCH CONTACT 38" THICKNESS) TO MATCH CONTACT AREA BETWEEN STEEL WEIR PLATE AND FACE OF CONCRETE WEIR WALL. PRIOR TO INSTALLATION, CLEAN CONCRETE SEALING SURFACE WITH SPECCHEM ORANGE PEAL CLEANER AND DEGREASER OR APPROVED EQUAL. INSTALL GASKET TO A MINIMUM COMPRESSION OF 20%.
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UPSTREAM VIEW
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DETAIL 1
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REMOVE AND REPLACE STEEL WEIR PLATE. SEE NOTE 1
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EX STEEL CIPOLLETTI WEIR NOTCH PLATE
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DETAIL 1
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DETAIL 2
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DETAIL 2
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SEE NOTE 2
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INSTALL GASKET BETWEEN WEIR PLATE AND FACE OF WEIR WALL. SEE NOTE 3
SEE NOTE 2
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
5/2 2/2
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ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA
WEIR REPAIRS
SIERRA ANCHA
EXPERIMENTAL FOREST
RMRS
NORTH FORK WEIR
REPAIRS
05/22/2023
N. COFFMAN
N. COFFMAN
D. MATHEWS
D3 4 7
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AutoCAD SHX Text NOTES: 1. FRESNO VALVES SERIES 6400 MODEL 20-10C OR APPROVED EQUAL. HANDWHEEL MUST SIT ABOVE TOP OF WEIR 2. IN COMPLIANCE WITH SPECIFICATION SECTION 074600 3. ALL MEASUREMENTS TO BE FIELD VERIFIED BY CONTRACTOR
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PLAN VIEW
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EX 18" CMP. APPROX 53" FROM TOP OF PIPE TO TOP OF WEIR
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INSTALL SLIDING HEADGATE FOR 18" CMP. SEE NOTE 1
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18" CMP OUTLET
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OPTION ITEM - REPLACE SHAKE SIDING SEE NOTE 2
EX RECORDER HOUSE. APPROX. 3'X3'X5'
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
5/2 2/2
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ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA
WEIR REPAIRS
SIERRA ANCHA
EXPERIMENTAL FOREST
RMRS
MIDDLE FORK WEIR
REPAIRS
05/22/2023
N. COFFMAN
N. COFFMAN
D. MATHEWS
D4 5 7
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DETAIL 1
AutoCAD SHX Text NOTES: 1. PATCH DAMAGED CONCRETE WITH POLYMER-MODIFIED PATCHING MORTAR COMPLYING WITH SPECIFICATION SECTION 039300 2. REPLACEMENT INCLUDES PLYWOOD BASE, HOUSING, AND ROOF. BASE AND HOUSING TO BE CONSTRUCTED OF " C-C EXTERIOR PLYWOOD. ROOF TO BE 34" C-C EXTERIOR PLYWOOD. ROOF TO BE CONSTRUCTED OF " C-C EXTERIOR PLYWOOD COVERED WITH ASPHALT, 34" C-C EXTERIOR PLYWOOD COVERED WITH ASPHALT, FIBERGLASS, OR CEDAR SHINGLES 3. ALL MEASUREMENTS TO BE FIELD VERIFIED BY CONTRACTORALL MEASUREMENTS TO BE FIELD VERIFIED BY CONTRACTOR
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DETAIL 2
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EX STEEL FLUME
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EX CONCRETE-SURFACED SIDE SLOPE
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OPTION ITEM - REBUILD RECORDER HOUSING. SEE NOTE 2
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DETAIL 1
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DETAIL 3
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DETAIL 3
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DETAIL 2 DOWNSTREAM VIEW
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EX CONCRETE-SURFACED SIDE SLOPE
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RECORDER HOUSING
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EX UNDRESSED STONE MASONRY WITH CONCRETE CAP
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PATCH DAMAGED CONCRETE. SEE NOTE 1
PATCH DAMAGED CONCRETE. SEE NOTE 1
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
5/2 2/2
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ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA
WEIR REPAIRS
SIERRA ANCHA
EXPERIMENTAL FOREST
RMRS
SOUTH FORK WEIR
REPAIRS (1 OF 2)
05/22/2023
N. COFFMAN
N. COFFMAN
D. MATHEWS
D5 6 7
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AutoCAD SHX Text NOTES: 1. FRESNO VALVES SERIES 6400 MODEL 20-10C OR APPROVED EQUAL. FRESNO VALVES SERIES 6400 MODEL 20-10C OR APPROVED EQUAL. HANDWHEEL MUST SIT ABOVE TOP OF WEIR 2. SEAL CRACKS IN EXISTING RECORDER HOUSING FOUNDATION WITH EPOXY SEAL CRACKS IN EXISTING RECORDER HOUSING FOUNDATION WITH EPOXY CRACK INJECTION IN COMPLIANCE WITH SPECIFICATION SECTION 039300 3. PATCH DAMAGED CONCRETE WITH POLYMER-MODIFIED PATCHING MORTAR, THEN WATERPROOF FOUNDATION IN COMPLIANCE WITH SPECIFICATION SECTION 039300 4. ALL MEASUREMENTS TO BE FIELD VERIFIED BY CONTRACTOR
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UPSTREAM VIEW
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RECORDER HOUSING FOUNDATION DOWNSTREAM VIEW
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INSTALL SLIDING HEADGATE FOR 18" CMP. SEE NOTE 1
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EX 18" CMP. APPROX 66" FROM TOP OF PIPE TO TOP OF WEIR
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RECORDER HOUSING FOUNDATION SIDE VIEW
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REPAIR RECORDER HOUSING FOUNDATION. SEE NOTES 2 &3
REPAIR RECORDER HOUSING FOUNDATION. SEE NOTES 2 &3
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
5/2 2/2
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ROCKY MOUNTAIN RESEARCH STATION
SIERRA ANCHA
WEIR REPAIRS
SIERRA ANCHA
EXPERIMENTAL FOREST
RMRS
SOUTH FORK WEIR
REPAIRS (2 OF 2)
05/22/2023
N. COFFMAN
N. COFFMAN
D. MATHEWS
D6 7 7
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SEE DETAIL 1
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SEE DETAIL 2
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REPAIR STONE MASONRY WALL. PLACE GROUTED STONE RIPRAP. SEE NOTES 1 & 2
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REPAIR STONE MASONRY STRUCTURE. PLACE GROUTED STONE RIPRAP. SEE NOTES 1 & 2
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GROUTED STONE RIPRAP
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DOWNSTREAM ELEVATION - GROUTED RIPRAP N.T.S.
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PLAN VIEW - GROUTED RIPRAP N.T.S.
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EX CONC WEIR WALL
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EX STONE MASONRY OUTFALL STRUCTURE
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EX STONE MASONRY WALL
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EX STONE MASONRY WALL
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EX STONE MASONRY OUTFALL STRUCTURE
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EX STONE MASONRY OUTFALL STRUCTURE
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EX 18" CMP
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EX CONC WEIR WALL
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EX STONE MASONRY OUTFALL STRUCTURE
EX STONE MASONRY WALL
| Sheets and Views |
| 1-Cover Sheet-Cover |
| 2-Main Dam-D1 MAIN DAM |
| 2-Main Dam-D2 MAIN DAM |
| 3-North Fork-D3 NORTH FORK |
| 4-Middle Fork-D4 MIDDLE FORK |
| 5-South Fork-D5 SOUTH FORK |
| 5-South Fork-D6 SOUTH FORK |
File details come from the government source that posted it. Updated .