Drawings.pdf
PDF 2 MB Posted
- Attached to
- Fremont Crossing Trail Bridge Project Federal contract opportunity
- Solicitation number
- 1240LT21R0004
About this file
This solicitation is for the Fremont Crossing Trail Bridge Project. The Forest Service is seeking a contractor to remove an existing timber/steel bridge over 80 feet in length and replace it with a new prefabricated steel truss bridge of the same length. The project also includes installing new approaches, grade beams, geocell foundations, and riprap. The pre-proposal conference will be held on May 20, 2021 and any questions must be submitted by May 27. The solicitation, exhibits, specifications and drawings are provided in the attached documents for full details on requirements.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment1Photos.pdf | ||
| Amendment1.pdf | ||
| 1240LT21R0004.pdf | ||
| Specification.pdf | ||
| Drawings.pdf | ||
| Exhibit 2 - Food Storage Orders.pdf | ||
| Exhibit 4 - Plans 1966.pdf | ||
| Exhibit 1 -Map.pdf | ||
| Exhibit 3 - Inspection Report.pdf | ||
| 1240LT21R0004.pdf | ||
| Exhibit 1 -Map.pdf | ||
| Exhibit 4 - Plans 1966.pdf | ||
| Solicitation.pdf | ||
| Exhibit 2 - Food Storage Orders.pdf | ||
| Exhibit 3 - Inspection Report.pdf | ||
| Specification.pdf |
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Text version
/s/ Chad Porter PE 3/12/2021
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
region four pinedale ranger district bridger-teton national forest
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DRAWING No. G-060 bridge no. 7094-44.0 bridge replacement
PROJECT
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FREMONT CROSSING TRAIL
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FOREST SERVICE
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FREMONT CROSSING TR. BR. REPLACE.
AutoCAD SHX Text BRIDGE No. 7094-44.0
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COVER SHEET
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BRIDGER-TETON NATIONAL FOREST
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C.PORTER
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C. PORTER
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AutoCAD SHX Text G-060
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NO.
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DESCRIPTION
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SITE PLAN AND PROFILE
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BRIDGE, GRADE BEAM AND RIPRAP DETAILS
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ESTIMATED QUANTITIES AND GENERAL NOTES
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COVER SHEET
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FOREST SUPERVISOR
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APPROVED
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BUFFALO
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BIG PINEY
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CHEYENNE
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LARAMIE
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CASPER
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SHERIDAN
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CODY
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MORAN JCT.
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JACKSON
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PINEDALE
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AFTON
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KEMMERER
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EVANSTON
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MOUNTIAN VIEW
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GREEN RIVER
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ROCK SPRINGS
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WYOMING
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PROJECT DESCRIPTION
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7) FLY IN AND INSTALL TIMBER DECKING AND RUNNING PLANKS
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6) FLY IN AND SET PREFABRICATED STEEL BRIDGE ON PRECAST CONCRETE GRADE BEAMS
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1) REMOVE EXISTING BRIDGE FROM BRIDGER-TETON N.F.
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5) FLY IN AND SET PRECAST CONCRETE GRADE BEAMS ON GEOCELL FOUNDATIONS
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4) INSTALL GEOCELL FOUNDATIONS FOR NEW BRIDGE
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8) INSTALL GRAVEL APPROACHES
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2) REMOVE EXISTING CONCRETE/RUBBLE MASONRY PIER
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3) INSTALL RIPRAP AT ABUTMENT 2
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OPTIONAL GRADE BEAM FIELD SPLICE DETAILS
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GENERAL NOTES, SHEET 2.
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LATITUDE: 43.090160
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LONGITUDE: -109.658680
DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. 2. CONTRACTOR AND LABORERS SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR AND LABORERS SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 3. ALL WORK SHALL BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE ALL WORK SHALL 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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GENERAL NOTES:
AutoCAD SHX Text SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND STANDARD STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON FOREST SERVICE PROJECTS.
AutoCAD SHX Text DESIGN: THE SUPERSTUCTURE AND SUBSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE THE SUPERSTUCTURE AND SUBSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE THE SUPERSTUCTURE AND SUBSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATION FOR DESIGN OF PEDESTRIAN BRIDGES, CURRENT EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, AND THE DESIGN LOADS SHOWN ON THESE DRAWINGS. PREFABRICATED STEEL SUPERSTRUCTURE PREFABRICATED STEEL SUPERSTRUCTURE DESIGN SHALL BE A TRUSS CONFIGURATION SIMILAR TO THAT SHOWN ON THESE DRAWINGS. BRIDGE DESIGN SHALL PROVIDE CAMBER FOR 100% OF THE FULL DEAD LOAD DEFLECTION PLUS 1% OF BRIDGE SPAN. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE STAMPED BY A LICENSED PROFESSIONAL ENGINEER. THE COMPLETED SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
AutoCAD SHX Text ERECTION/REMOVAL PLAN: THE CONTRACTOR SHALL SUBMIT AN ERECTION PLAN FOR THE PREFABRICATED STEEL BRIDGE THE CONTRACTOR SHALL SUBMIT AN ERECTION PLAN FOR THE PREFABRICATED STEEL BRIDGE SUPERSTRUCTURE AND A REMOVAL PLAN OF THE EXISTING TIMBER/STEEL BRIDGE TO THE C.O. FOR APPROVAL 30 DAYS BEFORE ERECTION IS SCHEDULED.
AutoCAD SHX Text TIMBER FABRICATION: SUBMIT SHOP DRAWINGS FOR ALL TIMBER BRIDGE COMPONENTS (EXCEPT TIMBER RUNNING SUBMIT SHOP DRAWINGS FOR ALL TIMBER BRIDGE COMPONENTS (EXCEPT TIMBER RUNNING SUBMIT SHOP DRAWINGS FOR ALL TIMBER BRIDGE COMPONENTS (EXCEPT TIMBER RUNNING PLANKS). SHOW ALL DIMENSIONS AND FABRICATION DETAILS FOR ALL CUT OR BORED TIMBER. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED ON THE PLANS.
AutoCAD SHX Text FIELD TREATMENT: COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OF WOOD. ALL COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OF WOOD. ALL ABRASIONS AND FIELD CUTS - APPROVED BY THE C.O.R. - SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD TREATMENT SOLUTION. WHERE APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS REQUIRED, THE HOLES SHALL BE FILLED WITH PRESERVATIVE PRIOR TO INSERTING THE FASTENERS.
AutoCAD SHX Text MATERIALS: USE STEEL SHAPES, PLATES AND BARS OF WEATHERING STEEL CONFORMING TO AASHTO M270, GRADE 50W (ASTM A588 USE STEEL SHAPES, PLATES AND BARS OF WEATHERING STEEL CONFORMING TO AASHTO M270, GRADE 50W (ASTM A588 USE STEEL SHAPES, PLATES AND BARS OF WEATHERING STEEL CONFORMING TO AASHTO M270, GRADE 50W (ASTM A588 OR ASTM A242) OR ASTM A847 FOR SQUARE AND RECTANGULAR TUBING. MINIMUM STEEL THICKNESS SHALL BE AS SPECIFIED IN THE GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES. USE HIGH STRENGTH BOLTS CONFORMING TO AASHTO M164, (ASTM A325), TYPE 3, UNLESS NOTED OTHERWISE. USE MALLEABLE IRON WASHERS AGAINST WOOD.
AutoCAD SHX Text STEEL FABRICATION: THE PREFABRICATED STEEL BRIDGE SUPERSTRUCTURE SHALL BE FABRICATED BY AN AISC CERTIFIED PLANT - THE PREFABRICATED STEEL BRIDGE SUPERSTRUCTURE SHALL BE FABRICATED BY AN AISC CERTIFIED PLANT - SIMPLE STEEL BRIDGES OR COMPLEX STEEL STRUCTURES. WHEN STRUCTURAL STEEL IS TO BE WELDED, THE WELDING PROCEDURE SHALL BE IN ACCORDANCE WITH AWS D1.1 AND SHALL BE SUITABLE FOR THE GRADE OF STEEL AND INTENDED USE OR SERVICE.
AutoCAD SHX Text TIMBER & LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING RULES SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING RULES AGENCY FOR THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW. DECK PLANKS AND BACKING PLANKS - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB RUNNING PLANKS AND RUB RAIL - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB RAILS, HANDRAILS UNTREATED - REDWOOD, S4S, NO.2 GRADE GRADING RULES AGENCY - RIS - REDWOOD, S4S, NO.2 GRADE GRADING RULES AGENCY - RIS - WESTERN RED CEDAR, S4S, SELECT STRUCTURAL GRADE GRADING RULES AGENCY - WWPA, WCLIB TREATED - HEM - FIR/DOUGLAS FIR, S4S, NO.1 GRADE GRADING RULES AGENCY - WWPA, WCLIB- HEM - FIR/DOUGLAS FIR, S4S, NO.1 GRADE GRADING RULES AGENCY - WWPA, WCLIB
AutoCAD SHX Text TREATMENT: PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS USING THE TREATMENT MATERIALS LISTED BELOW. TREATMENT WILL COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". USE ONE OF THE TREATMENT TYPES SHOWN BELOW: DECKING AND RUNNING PLANKS - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE GROUND - EXPOSED (UC3B) - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE GROUND - EXPOSED (UC3B) - PENTACHLOROPHENOL IN LIGHT OIL (TYPE C SOLVENT) - COPPER NAPHTHENATE (CuN) IN LIGHT OIL (TYPE C SOLVENT) - COPPER NAPHTHENATE (CuN) IN LIGHT OIL (TYPE C SOLVENT) SILLS, BACKING PLANKS, CRIBS, AND TIMBER WALLS - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 4B GROUND CONTACT - HEAVY DUTY (UC4B) - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 4B GROUND CONTACT - HEAVY DUTY (UC4B) - PENTACHLOROPHENOL IN HEAVY OIL (TYPE A SOLVENT) - COPPER NAPHTHENATE (CuN) IN HEAVY OIL (TYPE A SOLVENT)- COPPER NAPHTHENATE (CuN) IN HEAVY OIL (TYPE A SOLVENT)
AutoCAD SHX Text CONCRETE: USE CLASS A(AE) FOR CONCRETE, f'c = 4000 PSI AT 28 DAYS WITH AN ENTRAINED AIR CONTENT OF 5% USE CLASS A(AE) FOR CONCRETE, f'c = 4000 PSI AT 28 DAYS WITH AN ENTRAINED AIR CONTENT OF 5% ±1%. PROVIDE ALL CONCRETE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES OFCONCRETE 3/4-INCH. LIGHTER WEIGHT CONCRETE MAY BE CONSIDERED IF NECESSARY TO MEET MAXIMUM HELICOPTER LOAD REQUIREMENTS. REINFORCING STEEL: USE REINFORCING STEEL OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A615), USE REINFORCING STEEL OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. CONCRETE COVER SHALL BE AS SHOWN, WHERE NOT SHOWN IT SHALL CONFORM TO AASHTO. CUT AND BEND STEEL IN ACCORDANCE WITH ACI 315.
AutoCAD SHX Text NOTE TO CONTRACTOR: THIS PROJECT IS IN THE WILDERNESS. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF THE WILDERNESS ACT. ONLY TOOLS LISTED IN THE APPROVALS DOCUMENT INCLUDED WITHIN THE SOLICITATION WILL BE ALLOWED. THIS WILL BE DISCUSSED IN DEPTH AT THE PRE-BID MEETING.
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FOREST SERVICE
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FREMONT CROSSING TR. BR. REPLACE.
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ESTIMATED QUANTITIES AND GENERAL NOTES
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BRIDGER-TETON NATIONAL FOREST
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C.PORTER
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C. PORTER
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AutoCAD SHX Text DESIGN CRITERIA - PEDESTRIAN LIVE LOAD = 90 PSF 90 PSF - GROUND SNOW LOAD = 300 PSF - 80' TOTAL BRIDGE LENGTH - 6'-0" CLEAR WIDTH - SOIL BEARING CAPACITY = 3,500 PSF - MAXIMUM HELICOPTER LOAD = 4,000 LBS
SCHEDULE OF ITEMS
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FREMONT CROSSING TR. BR. REPLACE.
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SITE PLAN AND PROFILE
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BRIDGER-TETON NATIONAL FOREST
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C. PORTER
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BRIDGE PROFILE VIEW
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BRIDGE PLAN VIEW
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NO SCALE
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LOOKING DOWNSTREAM
AutoCAD SHX Text ABUTMENT 2 PRECAST CONCRETE GRADE BEAM AND GEOCELL. BOTTOM OF GRADE BEAM ELEV. = 97.50'
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NO SCALE
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EDGE OF RIVER AT NORMAL FLOW
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TIMBER PIER BEARING CAPS.
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INSTALL NEW 80' PREFABRICATED STEEL TRUSS TRAIL BRIDGE
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CONSTRUCT NEW APPROACHES ACCORDING TO DETAILS ON THIS SHEET AND SHEET 4.
AutoCAD SHX Text NOTES: : 1. CONTRACTOR SHALL SUBMIT AN ERECTION/REMOVAL PLAN FOR TRANSPORTING EQUIPMENT AND MATERIALS, ERECTING NEW BRIDGE, AND REMOVING EXISTING BRIDGE, FOR REVIEW AND APPROVAL BY THE CO 30 DAYS PRIOR TO CONSTRUCTION. HELICOPTER SHALL BE USED FOR TRANSPORT, INSTALLATION AND REMOVAL WORK. BRIDGE ERECTION/REMOVAL PLAN SHALL CLEARLY SPECIFY NUMBER OF FLIGHTS AND FLIGHT DAYS. CONTRACTOR SHALL MINIMIZE NUMBER OF FLIGHTS AND NOT EXCEED THE ALLOWED FLIGHTS AND FLIGHT DAYS AS DESCRIBED IN THE MINIMUM REQUIREMENTS ANALYSIS (MRA) THAT IS INCLUDED IN THE SOLICITATION. 2. EXISTING BRIDGE SHALL BE REMOVED FROM THE BRIDGER-TETON N.F. AND DISPOSED. SEE EXISTING BRIDGE PLANS IN THE SOLICITATION FOR DETAILS (DIMENSIONS, WEIGHTS, QUANTITY, ETC.). 3. CONCRETE PIER SECTIONS SHALL BE BROKEN UP INTO MANAGEABLE SIZES AND USED AS A BASE FOR THE APPROACH FILL MATERIAL. CONCRETE PIER DIMENSIONS: BASE = 4' X 8.5', TOP = 15" X 7.5', HEIGHT = 8.5' 4. ABUTMENT 2 IS ACTUALLY TILTED AND FAILING AS SHOWN IN PROFILE VIEW.
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A-2 STA 0+68.00
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A-1 STA 1+48.00
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AutoCAD SHX Text INSTALL RIPRAP AT ABUTMENT 2 AS SHOWN ON THIS SHEET AND ON SHEET 4. RE-USE RIPRAP CURRENTLY LOCATED AT ABUTMENT 2 OF EXISTING BRIDGE. EXISTING RIPRAP CAN BE MOVED BY HAND.
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CONTROL POINT NAIL 2
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CONTROL POINT NAIL 1
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12% MAX GRADE
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12% MAX GRADE
AutoCAD SHX Text ABUTMENT 1 PRECAST CONCRETE GRADE BEAM AND GEOCELL. BOTTOM OF GRADE BEAM ELEV. = 97.50'
AutoCAD SHX Text INSTALL RIPRAP AT ABUTMENT 2 AS SHOWN ON THIS SHEET AND ON SHEET 4. RE-USE RIPRAP CURRENTLY LOCATED AT ABUTMENT 2 OF EXISTING BRIDGE. EXISTING RIPRAP CAN BE MOVED BY HAND.
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CONSTRUCT NEW APPROACHES ACCORDING TO DETAILS ON THIS SHEET AND SHEET 4.
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CONSTRUCT NEW APPROACHES ACCORDING TO DETAILS ON THIS SHEET AND SHEET 4.
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CONSTRUCT NEW APPROACHES ACCORDING TO DETAILS ON THIS SHEET AND SHEET 4.
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EXISTING GROUND
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EXISTING CONCRETE AND RUBBLE MASONRY PIER
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REMOVE EXISTING APPROACH FILL MATERIAL, BOTH ABUTMENTS
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CL=STA. 1+06.21
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EXISTING TRAIL
EXISTING TRAIL
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%%UGRADE BEAM FOUNDATION
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LOW STREAMBED
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TOP OF TRUSS
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RIPRAP PROTECTION
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UNDISTURBED SOIL
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6" GEOCELL ABUTMENT STABILIZATION
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GRADE BEAM SEE DETAIL, THIS SHEET
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LATERAL BRACING AS REQUIRED
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PROVIDE SAFETY RAILS IN ACCORDANCE WITH AASHTO REQUIREMENTS
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2" X 6" S4S RUB RAIL WHEN SPECIFIED
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6" X 1/4" STEEL PLATE OR 2" X 6" CONTINUOUS TIMBER TOE KICK
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3" X 8" MINIMUM, ROUGH SAWN DECK PLANKS
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3" X 8" MINIMUM (3" X 12" SHOWN) ROUGH SAWN RUNNING PLANKS
AutoCAD SHX Text NOTE: : 1. CONTRACTOR SHALL USE EXISTING RIPRAP AT ABUTMENT 2 AND ON-SITE ROCK OF THE SAME SIZE AND SHAPE TO CONSTRUCT NEW RIPRAP PROTECTION AT ABUTMENT 2.
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3" X 10" OR 3" X 12" TREATED TIMBER ROUGH SAWN BACKING PLANKS
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STRUCTURE
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(2)-ANCHOR BOLTS MINIMUM AT EACH BEARING LOCATION.
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APPROACH FILL SLOPE
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FILL SLOPE AT EXTERIOR FACE OF BACKING PLANKS
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(4)-#6 CONTINUOUS TOP AND BOTTOM
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#4 HOOPS
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#4 CONTINUOUS EACH FACE
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FINISH GRADE
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3" X 10" OR 3" X 12" TREATED TIMBER ROUGH SAWN BACKING PLANKS
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TRUSS END POST
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TOE KICK
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DECK PLANKS
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STRINGER
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BOTTOM CHORD
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BEARING ASSEMBLY
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GRADE BEAM
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ATTACH BACKING PLANK TO SUPERSTRUCTURE
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COMPRESSIBLE JOINT FILLER AS REQUIRED
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ELASTOMERIC BEARING PAD (50 DUROMETER)
AutoCAD SHX Text (2)-3/4" A307 ANCHOR BOLTS ATEACH BEARING LOCATION MINIMUM. EMBED 12" MINIMUM INTO GRADE BEAM.
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(4)-#6 CONTINUOUS EQUALLY SPACED
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#4 HOOPS @ 12" ±
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#4 CONTINUOUS AT EACH FACE
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(4)-#6 CONTINUOUS EQUALLY SPACED
3" RUNNING PLANKS
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BACKFILL WITH ON-SITE SUITABLE MATERIAL APPROVED BY CONTRACTING OFFICER
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* 12" CAST-IN-PLACE ANCHOR OR 7" EPOXY ANCHOR WHEN APPROVED BY CO.
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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BY:
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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FREMONT CROSSING TR. BR. REPLACE.
AutoCAD SHX Text BRIDGE No. 7094-44.0
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BRIDGE, GRADE BEAM, AND RIPRAP DETAILS
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BRIDGER-TETON NATIONAL FOREST
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C.PORTER
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T. STONE
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C. PORTER
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T. STONE
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AutoCAD SHX Text /s/ Chad Porter PE
3/12/2021
OPTIONAL GRADE BEAM SPLICE DETAILS NTS
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ELEVATION VIEW
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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 VIEW
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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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PLAN VIEW
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PLAN VIEW
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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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ELEVATION VIEW
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ELEVATION VIEW
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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FREMONT CROSSING TR. BR. REPLACE.
AutoCAD SHX Text BRIDGE No. 7094-44.0
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OPTIONAL GRADE BEAM FIELD SPLICE DETAILS
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BRIDGER-TETON NATIONAL FOREST
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C.PORTER
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T. STONE
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C. PORTER
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T. STONE
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AutoCAD SHX Text G-060
AutoCAD SHX Text /s/ Chad Porter PE
3/12/2021
| Sheets and Views |
| Fremont Crossing-1. Cover Sheet |
| Fremont Crossing-2. Est. Quanities and Gen. Notes.pdf |
| Sheets and Views |
| Fremont Crossing-2. Est. Quanities and Gen. Notes |
| Fremont Crossing-3. Plan and Profile View.pdf |
| Sheets and Views |
| Fremont Crossing-3. Plan and Profile View |
| Fremont Crossing-4. Details.pdf |
| Sheets and Views |
| Fremont Crossing-4. Details |
| Fremont Crossing-5. Optional Splice Details.pdf |
| Sheets and Views |
| Fremont Crossing-5. Optional Splice Details |
| Fremont Crossing-3. Plan and Profile View.pdf |
| Sheets and Views |
| Fremont Crossing-3. Plan and Profile View |
| Fremont Crossing-3. Plan and Profile View.pdf |
| Sheets and Views |
| Fremont Crossing-3. Plan and Profile View |
| Fremont Crossing-3. Plan and Profile View.pdf |
| Sheets and Views |
| Fremont Crossing-3. Plan and Profile View |
File details come from the government source that posted it. Updated .