ATTACHMENT 2 PLANS.pdf
PDF 3 MB Posted
- Solicitation number
- 1240LT22R0048
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a set of engineering drawings and specifications for the Warm Springs No. 6 Bridge repair project on the Sawtooth National Forest. The project involves replacing an existing 45-foot long steel bridge with a new 60-foot long prefabricated modular bridge system. Work includes removing the existing bridge, installing new precast concrete grade beams, reconstructing the channel with class 4 riprap, installing the new steel bridge superstructure and deck, constructing new approaches, and installing a crushed aggregate wear surface and type 3 object markers. Detailed plans show the bridge layout and components, road profiles, site plans, structural details, and construction requirements. Specifications define materials, design standards, construction methods, and a schedule of items.
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Other files
| File | Type | Posted |
|---|---|---|
| Warm Springs 6 - Shale Slide.jpg | JPG image | |
| Warm Springs 6 Pre-bid QandA.docx | DOCX document | |
| AMENDMENT 1.pdf | ||
| Warm Springs 6 - Pits.jpg | JPG image | |
| 1240LT22R0048.pdf | ||
| ATTACHMENT 4 Determination of Responsibility.pdf | ||
| ATTACHMENT 1 SPECIFICATIONS.pdf | ||
| ATTACHMENT 3 Wage Determination.pdf |
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Text version
/s/ Chad Porter, PE 2/2/2022
ATTACHMENT #2
Solicitation No.: 1240LT22R0048
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INDEX TO PLANS
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SHEET NO. TITLE
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PLAN INDEX & PROJECT DESCRIPTION
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ROAD PROFILE
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SAWTOOTH NATIONAL FOREST
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FOREST SUPERVISOR
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APPROVED
AutoCAD SHX Text BRIDGE No. 70227-17.8
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BRIDGE PLAN G-068
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SPECIFICATIONS AND SCHEDULE OF ITEMS
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BRIDGE PLAN & PROFILE
AutoCAD SHX Text PROJECT DESCRIPTION 1) CONSTRUCT ROAD AT NEW ALIGNMENT. 2) INSTALL PRECAST GRADE BEAMS. 3) RECONSTRUCT CHANNEL & INSTALL CLASS 4 RIPRAP W/GEOTEXTILE. 4) INSTALL NEW MODULAR STEEL BRIDGE SUPERSTRUCTURE, DECK, AND BACKWALLS. 5) CONSTRUCT NEW APPROACHES. CONSTRUCT NEW APPROACHES. 6) INSTALL CRUSHED AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. INSTALL CRUSHED AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. 7) INSTALL TYPE 3 OBJECT MARKERS. INSTALL TYPE 3 OBJECT MARKERS. 8) REMOVE, TRANSPORT & OFFLOAD EXISTING STEEL BRIDGE AND ABUTMENTS TO APPROVED LOCATION.REMOVE, TRANSPORT & OFFLOAD EXISTING STEEL BRIDGE AND ABUTMENTS TO APPROVED LOCATION.
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SITE PLAN
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STRUCTURE LAYOUT & DETAILS
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GRADE BEAM LAYOUT
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AutoCAD SHX Text WARM SPRINGS No. 6 BRIDGE
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OPTIONAL GRADE BEAM SPLICE DETAILS
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ROAD & ABUTMENT DETAILS
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ROAD SECTION VIEWS 1
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ROAD SECTION VIEWS 2
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DRAWING NUMBER
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PLAN INDEX & PROJECT DESCRIPTION
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SAWTOOTH NATIONAL FOREST
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C. PORTER
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PROJECT LOCATION
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LAT/LONG: 43.629812, -114.579970
Solicitation No.: 1240LT22R0048
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SPECIFICATIONS & SCHEDULE OF ITEMS
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SAWTOOTH NATIONAL FOREST
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C. PORTER
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AutoCAD SHX Text NOTES: : GENERAL MATERIALS, CONSTRUCTION, & WORKMANSHIP SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS. DESIGN 1. THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS DRAWING. 2. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. 3. DESIGN LOADINGS: DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800 4. THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE LOAD RATING SHALL INCLUDE THE INVENTORY AND OPERATING RATING FACTORS FOR THE HL-93 DESIGN VEHICLE. IT SHALL ALSO INCLUDE THE SAFE LOAD CAPACITY IN TONS FOR THE TYPE 3, TYPE 3S2, TYPE 3-3, AND NRL LEGAL VEHICLES. BULKHEAD 1. STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. 3. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). ELASTOMERIC BEARING PADS 1. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. CONCRETE 1. CLASS A(AE) f'c = 4000 psi MIN. CLASS A(AE) f'c = 4000 psi MIN. 2. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. 3. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. 5. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. STEEL SUPERSTRUCTURE 1. WEATHER A588 STEEL GIRDERS WEATHER A588 STEEL GIRDERS REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. 2. ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 3. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. STRUCTURE EXCAVATION 1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, METHODS TO REMOVE THE EXISTING BRIDGE AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 1. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL BE PLACED AND BE COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (AASHTO T99, METHOD C AND AASHTO T310). ROADWAY EMBANKMENT 1. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. 2. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS AND EQUIPMENT. 2. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 3. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS.
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ATTACHMENT #2
Solicitation No.: 1240LT22R0048
AutoCAD SHX Text EXISTING 45' LONG X 16' WIDE PREFABRICATED STEEL BRIDGE ON CONCRETE FOOTINGS. REMOVE, TRANSPORT & OFFLOAD AT APPROVED STORAGE LOCATION.
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WARM SPRINGS CREEK
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EDGE OF DISPERSED PARKING
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NEW EDGE OF ROAD
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EXISTING EDGE OF ROAD
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AutoCAD SHX Text CONSTRUCT TURNOUT STA 3+50 TO STA 4+50 AS NEEDED TO GENERATE FILL. FINAL TURNOUT DIMENSIONS AS APPROVED BY COR. ADDITIONAL BORROW SOURCES AS APPROVED BY COR. SEE DETAIL SHEET 9.
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FSR 227
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RIPRAP. SEE SHEET 5.
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AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
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SITE PLAN
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SAWTOOTH NATIONAL FOREST
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NEW ROAD SURFACE
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APPROXIMATE GROUND SURFACE
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APPROXIMATE GROUND SURFACE
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TYPE 3 OBJECT MARKER ON TIMBER POST, TYP. 4 PLACES. SEE DETAIL SHEET 9.
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BRIDGE PLAN & PROFILE
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SAWTOOTH NATIONAL FOREST
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BRIDGE PLAN NO SCALE
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ABUT 2 L.O.L. STA. 5+93.00
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ABUT 1 L.O.L. STA 5+33.00
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CENTERLINE GIRDER (TYP)
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GIRDER LAYOUT
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GIRDERS, ASTM A-588
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WEATHERING STEEL
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PRECAST CONCRETE GRADE BEAM, TYP (SEE SHEETS 7 AND 8 FOR DETAILS)
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6" CRUSHED AGGREGATE LEVELING COURSE, TYP
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4 " X 7 GAGE* 14" X 7 GAGE* GALVANIZED BRIDGE DECK
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SEE SHEETS 7 AND 8 FOR GRADE BEAM DETAILS
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BEARING BEARING
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1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.
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(2) 3/4" X 7" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)
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8 GAUGE STEEL SHEET PILE BULKHEAD
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END ANGLE
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14" X 6" A588 (CLOSURE PLATE)
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SEE DESIGN NOTES SHEET 2.
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4 1/4" X 7 GAGE GALVANIZED BRIDGE DECK
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BRIDGE RAIL (SEE DETAILS THIS SHEET)
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DIAPHRAGM LOCATIONS BY MANUFACTURER
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FLARED END SECTIONS A588, TYP.
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WARM SPRINGS CREEK
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STEEL GIRDER, TYP
AutoCAD SHX Text *NOTE: EXACT BRIDGE SIZES AND DIMENSIONS : EXACT BRIDGE SIZES AND DIMENSIONS TO BE PROVIDED IN MANUFACTURER SHOP DRAWINGS. REVIEW AND FINAL ACCEPTANCE BY COR.
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TYPICAL SECTION
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BRIDGE RAIL POST (TYPICAL)
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DIAPHRAGM
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DECK.
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GALVANIZED BRIDGE
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4 1/4" X 7 GAGE*
AutoCAD SHX Text DOUBLE THICK 12 GA. WEATHERING W-BEAM TYPICAL W/REFLECTOR TABS (2-SIDED CRYSTAL) @ ALTERNATE POSTS
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PRECAST CONCRETE GRADE BEAM
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RAIL POST
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C GIRDER
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NO SCALE
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BEARING PLATE
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ABUT 2.
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FOR FIXED END
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1 1/2" DIA. HOLES
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END ABUT 1.
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SLOTS FOR EXPANSION
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1 1/2" DIA. X 3"
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A588 STEEL GIRDER
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*BEARING PLATE DETAIL
AutoCAD SHX Text *NOTE: CONTRACTOR CAN SUBMIT AN OPTIONAL : CONTRACTOR CAN SUBMIT AN OPTIONAL BEARING PLATE CONNECTION. TO BE APPROVED BY COR.
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%%UBRIDGE SECTION DETAILS
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FIELD WELD
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TYPE 3 OBJECT MARKER ON TIMBER POST (TYP)
AutoCAD SHX Text NOTE: LIFTING LUG DESIGN BY MANUFACTURER. INSTALL LIFTING LUGS @ 1/3 POINTS AND @ 2' FROM ENDS OF GIRDERS.
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NO SCALE
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NO SCALE
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NO SCALE
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CRUSHED AGGREGATE WEAR SURFACE @ @
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CRUSHED AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.
AutoCAD SHX Text 1 1/4" DIA. X 17" ANCHOR BOLTS WITH PLATE WASHERS AND NUTS. TYPICAL 2 PLACES PER BEARING DEVICE.
AutoCAD SHX Text 1 1/4" DIA. X 17" ANCHOR BOLTS WITH PLATE WASHERS AND NUTS. TYPICAL 2 PLACES PER BEARING DEVICE.
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BRIDGE
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4" @ CENTER AND 2" @ EDGE
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WEAR SURFACE
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CRUSHED AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.
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CRUSHED AGGREGATE
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
AutoCAD SHX Text BRIDGE No. 70227-17.8
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STRUCTURE LAYOUT & DETAILS
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SAWTOOTH NATIONAL FOREST
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T. STONE
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C. PORTER
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T. STONE
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C. PORTER
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AutoCAD SHX Text /s/ Chad Porter, PE
2/2/2022
GRADE BEAM
SECTION VIEW
NTS
GRADE BEAM ELEVATION VIEW
NTS
GRADE BEAM PLAN VIEW
NTS
ATTACHMENT #2
Solicitation No.: 1240LT22R0048
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BEARING
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#4 HOOPS SEE GRADE BEAM ELEVATION VIEW FOR SPACING
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(1) #4 EACH FACE
AutoCAD SHX Text ANCHOR BOLT, STEEL BEARING PLATE, AND ELASTOMERIC BEARING PAD. SEE TYPICAL SECTION SHEET 6.
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ROADWAY ROADWAY STRUCTURE STRUCTURE
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ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATE (SEE SHEET 6 FOR DETAILS)
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BRG.
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ROADWAY ROADWAY STRUCTURE STRUCTURE
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PRECAST CONCRETE GRADE BEAM
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PRECAST CONCRETE GRADE BEAM
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SEE GRADE BEAM SECTION VIEW
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#4 HOOPS
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(4) #8 TOP AND BOTTOM
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#8 TOP AND BOTTOM
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#4 HOOPS
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(1) #4 EACH FACE
AutoCAD SHX Text NOTE: LIFTING LUG DESIGN BY MANUFACTURER. LOCATE LIFT POINTS BETWEEN GIRDERS AS LIFTERS ARE INTENDED TO BE LEFT IN PLACE PERMANENTLY.
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FOREST SERVICE
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AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
AutoCAD SHX Text BRIDGE No. 70227-17.8
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GRADE BEAM LAYOUT
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SAWTOOTH NATIONAL FOREST
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T. STONE
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C. PORTER
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T. STONE
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C. PORTER
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OPTIONAL GRADE BEAM SPLICE DETAILS NTS
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ELEVATION
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BOTTOM OF GRADE BEAM SEGMENT
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BOTTOM OF GRADE BEAM SEGMENT
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BOTTOM OF GRADE BEAM SEGMENT
AutoCAD SHX Text BAR 3"x "x10"38"x10"
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AutoCAD SHX Text 34" x 2" BOLTS (A325)W/ " x 1 " VERTICAL 78" x 1 " VERTICAL 12" VERTICAL SLOTS IN FLANGES, TYP.
AutoCAD SHX Text P/L "x16" x 38"x16" x 1'-0" WITH " 78" HOLES
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PLAN SECTION
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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(4) " X 6" 12" X 6"HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING TYP. EACH ANGLE
AutoCAD SHX Text L3x3x x 1'-0", 38 x 1'-0", TYP.
AutoCAD SHX Text WT 8x20x1'-1"
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(4) x 6" 12 x 6"HEADED CONCRETE ANCHORS @ 4" VERT. SPACING
AutoCAD SHX Text 34" x 6" HILTI HAS-EROD OR APPROVED EQUAL. EMBED 3 " AND 12" AND SECURE WITH EPOXY SYSTEM.
AutoCAD SHX Text L3x3x x 38 x 1'-0", TYP.
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ELEVATION
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ELEVATION
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FIELD WELD ALTERNATIVE
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FIELD BOLT ALTERNATIVE
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POST-INSTALLED ANCHOR ALTERNATIVE
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
AutoCAD SHX Text BRIDGE No. 70227-17.8
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OPTIONAL GRADE BEAM SPLICE DETAILS
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SAWTOOTH NATIONAL FOREST
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T. STONE
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C. PORTER
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T. STONE
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C. PORTER
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AutoCAD SHX Text G-068
AutoCAD SHX Text /s/ Chad Porter, PE
BRIDGE ELEVATION DETAIL
NTS
ABUTMENT ELEVATION DETAIL
NTS
ATTACHMENT #2
Solicitation No.: 1240LT22R0048
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INSTALL POSTS AT LOCATION AND ANGLE DIRECTED BY THE ENGINEER.
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GRADE, 2200 SERIES H2-R OR H2-L" OR EQUAL.
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SHALL BE "3M SCOTCHLITE REFLECTIVE SHEETING, ENGINEER
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STEEL OR 14 GAGE ALUMINIUM SHEET. REFLECTIVE STRIPS
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REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED
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OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH
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TYPE 3 OBJECT MARKER
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12" DIA. X 9" BOLTS W/2 PLATE WASHERS
AutoCAD SHX Text 6-3/4"x 7-1/2"x 7'-6" GLUED-LAMINATED TREATED GUARD POST
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(NO SCALE)
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OBJECT MARKER DETAIL
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*INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER .
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R.H. MARKER SHOWN
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SEE GIRDER LAYOUT DETAIL ON SHEET 4.
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AutoCAD SHX Text 1.5
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Q100 ELEV=6670.0
AutoCAD SHX Text MACHINE PLACED, CLASS IV RIPRAP MIXED WITH NATIVE MATERIAL TO FILL VOIDS, SECTION 705.02 OR AS DETERMINED BY THE C.O. WITH TYPE IV-A GEOTEXTILE
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2'-0" MIN.
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6" DEPTH CRUSHED AGGREGATE LEVELING COURSE
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CHANNEL BOTTOM ELEV=6665.9 ±
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PREFABRICATED MODULAR BRIDGE SYSTEM
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CONSTRUCT CHANNEL FROM APPROVED NATIVE MATERIAL
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PRECAST GRADE BEAM
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%%USINGLE LANE ROAD
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ROADWAY EMBANKMENT FROM SUITABLE CUT MATERIAL OR FROM AN APPROVED BORROW SOURCE.
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CRUSHED AGGREGATE SURFACE COURSE 6" COMPACTED DEPTH
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PROFILE GRADE
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 2:1
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NO SCALE
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GUARDRAIL ASSEMBLY (SEE SHEET 6 FOR DETAILS)
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
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CORRUGATED STEEL BRIDGE DECK (SEE SHEET 6 FOR DETAILS)
AutoCAD SHX Text CRUSHED AGGREGATE WEAR SURFACE 4" THICK @ BRIDGE & BRIDGE & BRIDGE & 2" THICK @ EDGE OF DECK
AutoCAD SHX Text EXTEND TOP OF BULKHEAD AT ENDS TO WEARING SURFACE ELEVATION TO RETAIN SHOULDER FILL (TYP.)
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PRECAST CONCRETE GRADE BEAM (SEE SHEETS 7 AND 8 FOR DETAILS)
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6-INCH DEPTH CRUSHED AGGREGATE LEVELING COURSE
AutoCAD SHX Text 8 GAUGE STEEL SHEET PILE BULKHEAD WITH COLD TAR EPOXY (BLACK) COATING (SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL), ATTACHMENT TO GIRDER BY SUPERSTRUCTURE DESIGN
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EDGE OF ROAD
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EDGE OF ROAD
AutoCAD SHX Text NOTE: OUTSLOPE SURFACE 2% MIN. ALL FINAL TURNOUT LOCATIONS AND DIMENSIONS AS APPROVED BY COR.
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DRAWING NUMBER
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
AutoCAD SHX Text BRIDGE No. 70227-17.8
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ROAD & ABUTMENT DETAILS
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SAWTOOTH NATIONAL FOREST
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T. STONE
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C. PORTER
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T. STONE
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C. PORTER
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AutoCAD SHX Text /s/ Chad Porter, PE
AutoCAD SHX Text 2/2/2022
TYPICAL TURNOUT DIMENSIONS NO SCALE
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EXISTING GROUND SURFACE
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NEW ROAD SURFACE
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DRAWING NUMBER
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
AutoCAD SHX Text BRIDGE No. 70227-17.8
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ROAD SECTION VIEWS
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SAWTOOTH NATIONAL FOREST
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text WARM SPRINGS No.6 BRIDGE
AutoCAD SHX Text BRIDGE No. 70227-17.8
AutoCAD SHX Text
ROAD SECTION VIEWS 2
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SAWTOOTH NATIONAL FOREST
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T. STONE
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C. PORTER
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T. STONE
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C. PORTER
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| G-000 Warm Springs 6-1 Plan Index & Project Description |
| Sheets and Views |
| G-000 Warm Springs 6-1 Plan Index & Project Description |
| G-000 Warm Springs 6-2 Specifications & Schedule of Items |
| Sheets and Views |
| 2 Specifications & Schedule of Items |
| G-000 Warm Springs 6-3-Site Plan |
| Sheets and Views |
| G-000 Warm Springs 6-3-Site Plan |
| G-000 Warm Springs 6-4 Road Profile |
| Sheets and Views |
| G-000 Warm Springs 6-4 Road Profile |
| G-000 Warm Springs 6-5 Bridge Plan & Profile |
| Sheets and Views |
| G-000 Warm Springs 6-5 Bridge Plan & Profile |
| G-000 Warm Springs 6-6 Structure Layout & Details |
| Sheets and Views |
| G-000 Warm Springs 6-6 Structure Layout & Details |
| G-000 Warm Springs 6-7 Grade Beam Layout |
| Sheets and Views |
| G-000 Warm Springs 6-7 Grade Beam Layout |
| G-000 Warm Springs 6-8 Optional Grade Beam Splice Details |
| Sheets and Views |
| G-000 Warm Springs 6-8 Optional Grade Beam Splice Details |
| G-000 Warm Springs 6-9 Road & Abutment Details |
| Sheets and Views |
| G-000 Warm Springs 6-9 Road & Abutment Details |
| G-000 Warm Springs 6-10 Section Views |
| Sheets and Views |
| G-000 Warm Springs 6-10 Section Views |
| G-000 Warm Springs 6-11 Section Views 2 |
| Sheets and Views |
| G-000 Warm Springs 6-11 Section Views 2 |
File details come from the government source that posted it. Updated .