ATTACH 2_Jenkins plans.pdf
PDF 4 MB Posted
- Solicitation number
- 1240LT22R0023
- Issued by
-
Department of Agriculture Forest Service
About this file
This package includes engineering drawings and specifications for the replacement of the Jenkins Crossing Trail Bridge over French Creek on the Payette National Forest. The solicitation calls for design, purchase, delivery and installation of a 60-foot span prefabricated steel truss trail bridge and two precast concrete grade beams. A helicopter will be required to transport materials to the remote site due to weight limitations. The contractor must coordinate bridge component weights with helicopter capacity. The Forest Service is seeking these services to replace the existing bridge through solicitation 1240LT22R0023. The deadline to respond is not stated.
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Other files
| File | Type | Posted |
|---|---|---|
| GWLS-Geoweb-load-support-csi-spec.doc | DOC document | |
| Amendment 1.pdf | ||
| Q AND A.docx | DOCX document | |
| ATTACH 3_Jenkins Crossing Bridge Project_Aviation for contractors.pdf | ||
| ATTACH 5_Determination of Responsibility.pdf | ||
| ATTACH 6_Past Performance Questi.docx | DOCX document | |
| 1240LT22R0023.pdf | ||
| ATTACH 1_Jenkins Crossing Specs.pdf | ||
| ATTACH 4_Wage Determination.pdf |
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Text version
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
region four
MCCALL RANGER DISTRICT
PAYETTE NATIONAL FOREST
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DRAWING No. G-037 bridge no. 116-13.9 bridge
PROJECT
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FOREST SERVICE
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JENKINS CROSSING T.B. REPLACEMENT
AutoCAD SHX Text BRIDGE No. 116-13.9
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COVER SHEET
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PAYETTE NATIONAL FOREST
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B. DREIER
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DESCRIPTION
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PLAN AND PROFILE VIEW
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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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PROJECT DESCRIPTION
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4) CONSTRUCT FALSEWORK TO SUPPORT NEW PREFABRICATED STEEL BRIDGE DURING ERECTION
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7) FLY IN AND INSTALL TIMBER DECKING AND RUNNING PLANKS
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5) FLY IN AND SET PREFABRICATED STEEL BRIDGE ON GRADE BEAMS AND FALSEWORK
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8) REMOVE FALSEWORK AND OLD BRIDGE
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6) CONNECT ALL SUPERSTRUCTURE SECTIONS AND TIGHTEN SPLICE PLATE BOLTS
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1) DESIGN, PURCHASE AND DELIVER NEW STRUCTURE
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3) FLY IN AND SET PRECAST CONCRETE GRADE BEAMS ON GEOCELL FOUNDATIONS
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2) INSTALL GEOCELL FOUNDATION FOR NEW BRIDGE
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9) REMOVE OLD BRIDGE NON-NATIVE COMPONENTS AND FALSEWORK FROM THE FOREST
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10) INSTALL APPROACHES
ATTACHMENT #2-1240LT22R0023
AutoCAD SHX Text 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 FEDERAL PROJECTS, 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), TYP 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 D1.5 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: SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND FOR TREATMENT TYPE. SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND FOR TREATMENT TYPE. 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 TREATMENTS BELOW DECKING, RUNNING PLANKS - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE - 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, 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 TO MEET HELICOPTER REQUIRMENTS 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 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.
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JENKINS CROSSING T.B. REPLACEMENT
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ESTIMATED QUANTITIES AND GENERAL NOTES
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PAYETTE NATIONAL FOREST
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B, DREIER
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AutoCAD SHX Text DESIGN CRITERIA - PEDESTRIAN LIVE LOAD = 90 PSF 90 PSF - GROUND SNOW LOAD = 250 PSF 250 PSF - 60' TOTAL BRIDGE LENGTH - 6'-0" CLEAR WIDTH - SOIL BEARING CAPACITY 3500 PSI
SCHEDULE OF ITEMS
POINT TABLE
ATTACHMENT #2-1240LT22R0023
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FRENCH CREEK
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JENKINS CROSSING REPLACEMENT
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PLAN AND PROFILE VIEW
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PAYETTE
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B. DREIER
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B. DREIER
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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 UPSTREAM
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PRECAST CONCRETE GRADE BEAM @ A-2 BOTTOM OF GRADE BEAM ELEV. = 999.00'
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NO SCALE
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STREAM BANK
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APPROX. EL 990.0'
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PRECAST CONCRETE GRADE BEAM @ A-1 BOTTOM OF GRADE BEAM ELEV. = 999.00'
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INSTALL NEW 60' PREFABRICATED STEEL TRUSS TRAIL BRIDGE
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EDGE OF TRAIL APPROACH (TYP)
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PRECAST CONCRETE GRADE BEAM @ A-2 BOTTOM OF GRADE BEAM ELEV. = 999.00'
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Q2 EL 994.0'
AutoCAD SHX Text CONSTRUCT NEW NATIVE APPROACHES FROM NATIVE MATERIAL MAX GRADE 6% (TYP. BOTH SIDES)
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PLACE RIPRAP AS AVALIABLE IN FRONT OF FOOTINGS
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PRECAST CONCRETE GRADE BEAM @ A-1 BOTTOM OF GRADE BEAM ELEV. = 999.00'
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STREAM BANK
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Q100 EL 997.0'
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NO.
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COORDINATES
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ELEV 1016.35 N5002.77 E2560.79
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CL A1
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ELEV 999.00 N5004.02 E2502.40
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ELEV 1015.09 N5019.84 E2414.06
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ELEV 1000.00 N5000.00 E2500.00
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CL A2
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ELEV 999.00 N4996.36 E2442.89
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REMOVE EXISTING BRIDGE
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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. 2. NON NATIVE COMPONENTS OF THE EXISTING BRIDGE SHALL BE REMOVED FROM THE PAYETTE N.F. AND DISPOSED.
ATTACHMENT #2-1240LT22R0023
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%%UW/GEOCELL
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%%UGRADE BEAM FOUNDATION
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TOP OF TRUSS
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EXISTING RIPRAP
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COMPETENT, UNDISTURBED BEARING MATERIAL AND FILL
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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. RIPRAP ARMORING WORK UTILIZES AVAILABLE MATERIALS ONLY 2. NO EXCAVATION IN CHANNEL FOR RIPRAP INSTALLATION
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INSTALL RIPRAP AS AVAILABLE
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%%UBEARING DETAIL
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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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STRINGER
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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)
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3" RUNNING PLANKS
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BACKFILL W/SUITABLE MATERIAL
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* 12" CAST-IN-PLACE ANCHOR OR 7" EPOXY ANCHOR WHEN APPROVED BY CO.
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AutoCAD SHX Text SLOPE TOP SURFACE OF GRADE BEAM AS REQUIRED FOR UNIFORM BEARING. VERIFY CONFIGURATION WITH TRUSS FABRICATOR.
AutoCAD SHX Text (2)-3/4" a307 ANCHOR BOLTS ATEACH BEARING LOCATION MINIMUM. EMBED 12" MINIMUM INTO GRADE BEAM. PLACEMENT AND THREADED PROJECTION BY OTHERS.
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#4 HOOPS @ 12" ±
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#4 CONTINUOUS AT EACH FACE
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STRUCTURE
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(2)-ANCHOR BOLTS MINIMUM AT EACH BEARING LOCATION
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FILL SLOPE AT EXTERIOR FACE OF BACKING PLANKS
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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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JENKINS CROSSING REPLACEMENT
AutoCAD SHX Text BRIDGE No. 316-13.9
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DETAILS
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PAYETTE NATIONAL FOREST
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B. DREIER
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C. PORTER
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B. DREIER
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C. PORTER
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G-064
| Sheets and Views |
| Jenkins plans-1. Cover Sheet |
| Jenkins plans-2. Est. Quanities and Gen. Notes |
| Jenkins plans-3. Plan and Profile View |
| Jenkins plans-4. Details |
File details come from the government source that posted it. Updated .