Attachment 2. Bridge Drawing 8-30-22.pdf
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- Attached to
- SCNF Steel Bridge Federal contract opportunity
- Solicitation number
- 1240LR22Q0156
- Issued by
- Department of Agriculture Forest Service
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| Q and A 9-06-22.docx | DOCX document | |
| 1240LR22Q0156 SCNF Steel Bridge.pdf |
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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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STRUCTURE LAYOUT AND DETAILS
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SALMON-CHALLIS NATIONAL FOREST
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FOREST SUPERVISOR
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APPROVED
AutoCAD SHX Text BRIDGE No. 036-0.1
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BRIDGE PLAN G-074
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SPECIFICATIONS AND SCHEDULE OF ITEMS
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ABUTMENT DETAILS
AutoCAD SHX Text PROJECT DESCRIPTION . 1) INSTALL GLULAM ABUTMENTS AND WINGWALLS. 2) REHAB EXISTING FORD, RECONSTRUCT CHANNEL & INSTALL RIPRAP. 3) INSTALL NEW MODULAR STEEL BRIDGE SUPERSTRUCTURE, DECK & RAIL. 4) CONSTRUCT NEW APPROACHES. CONSTRUCT NEW APPROACHES. 5) INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. 6) INSTALL TYPE 3 OBJECT MARKERS.INSTALL TYPE 3 OBJECT MARKERS.
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SITE PLAN & ROAD PROFILE
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WINGWALL DETAILS
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ROAD & CHANNEL DETAILS
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MOYER CREEK BRIDGE
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ABUTMENT BILL OF MATERIALS
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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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FOREST SERVICE
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MOYER CREEK BRIDGE
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PLAN INDEX & PROJECT DESCRIPTION
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SALMON-CHALLIS 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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SALMON, ID (VIA WILLIAMS CREEK SUMMIT AND HWY 93) 34 MILES
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PROJECT LOCATION
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LAT/LONG: 44.958867, -114.293591
SALMON RIVER ROAD (VIA PANTHER CREEK ROAD) 24 MILES NORTH FORK, ID 51 MILES
DRAWING NUMBER
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FOREST SERVICE
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MOYER CREEK BRIDGE
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SPECIFICATIONS & SCHEDULE OF ITEMS
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SALMON-CHALLIS 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-074
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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 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 DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. 3. FINAL BRIDGE SIZES AND DIMENSIONS TO BE PROVIDED IN MANUFACTURER SHOP DRAWINGS. CONTRACTOR FINAL BRIDGE SIZES AND DIMENSIONS TO BE PROVIDED IN MANUFACTURER SHOP DRAWINGS. CONTRACTOR MAY SUBMIT ALTERNATE SIZES AND DIMENSIONS OF BRIDGE COMPONENTS, INCLUDING AN ALTERNATE BEARING PLATE CONNECTION, FOR APPROVAL BY COR. 4. DESIGN LOADINGS: DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800 5. THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL 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 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. WEATHERING A588 STEEL GIRDERS WEATHERING A588 STEEL GIRDERS REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM 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 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 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 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, AS SHOWN ON THESE PLANS, FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE EXCAVATION PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 1. BACKFILL THE ABUTMENTS IN ACCORDANCE WITH SECTION 208 TO PREVENT DAMAGE TO THE TREATED TIMBER. NO ROCK BACKFILL THE ABUTMENTS IN ACCORDANCE WITH SECTION 208 TO PREVENT DAMAGE TO THE TREATED TIMBER. NO ROCK OVER 3" IN DIAMETER, WHICH IS CONTAINED IN THE COMPACTED BACKFILL, SHALL CONTACT THE TIMBER. 2. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL 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 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. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208 AND 157. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208 AND 157. 3. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 4. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS. STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS. 5. DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL WITH THE EXCAVATION PLAN. CONTRACTOR SHALL DEVELOP THEIR OWN PROJECT SPECIFIC DEWATERING PLAN AND SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT AND ANTICIPATED STREAM FLOW VOLUMES. APPROVAL OF THE DEWATERING PLAN BY THE CO DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE WORK AS SPECIFIED. IF CONTRACTOR'S IDENTIFIED DEWATERING METHODS ARE NOT PRODUCING DESIRED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND SUBMIT ANOTHER PLAN TO CO FOR APPROVAL AND IS INCIDENTAL TO THE WORK.
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SCHEDULE OF ITEMS
AutoCAD SHX Text LUMBER ALL LUMBER SHALL BE COAST REGION DOUGLAS FIR GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU STANDARD GRADING AND DRESSING RULES NO. 17. EACH ITEM SHALL CONFORM TO THE PARAGRAPH NUMBER LISTED IN THE BILL OF MATERIAL. ALL LUMBER OVER 2" NOMINAL THICKNESS SHALL BE INCISED ON ALL FOUR SIDES AND ALL 2" NOMINAL LUMBER SHALL BE INCISED ON TWO FACES ONLY. MEMBERS TOO LARGE FOR MACHINE INCISING SHALL BE MANUALLY INCISED. ALL FABRICATION AND INCISING OF THE GLUED-LAMINATED MEMBERS SHALL BE DONE PRIOR TO TREATMENT. GLUED-LAMINATED MEMBERS SHALL BE COAST REGION DOUGLAS FIR FABRICATED IN ACCORDANCE WITH SPECIFICATIONS NOTED IN THE BILL OF LUMBER, CURRENT EDITION OF "STRUCTURAL GLUED-LAMINATED TIMBER" AITC/ANSI A 190.1, CURRENT EDITION OF AITC117 STANDARD SPECIFICATIONS FOR GLUED-LAMINATED TIMBER FOR SOFTWOOD SPECIES, THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14 SECTION 716.04, AND SHALL BE INDUSTRIAL APPEARANCE GRADE FOR WET USE CONDITIONS USING PHENOL-RESORCINOL RESIN TYPE OF ADHESIVE THROUGHOUT, USING ONLY SINGLE PIECE OR MULTIPLE PIECE LAMINATIONS WITH BONDED EDGE JOINTS ON EXTERIOR SURFACES. ALL TREATMENT SHALL BE IN ACCORDANCE WITH AASHTO M133 AND SHALL BE PRESSURE TREATED BY THE EMPTY CELL PROCESS IN ACCORDANCE WITH ALL REQUIREMENTS OF AWPA U1-08 WITH COPPER NAPTHENATE (CuN) OR PENTACHLOROPHENOL (PCP-A, HEAVY-OIL). THE MINIMUM PRESERVATIVE RETENTIONS (pcf) FOR SOLID SAWN TIMBER AND GLUED-LAMINATED TIMBER SHALL CONFORM TO AWPA USE CATAGORY UC4B GROUND CONTACT OR FRESH WATER FOR COASTAL DOUGLAS FIR. ALL SAWN LUMBER SUPPLIED FOR THIS BRIDGE, WITH THE EXCEPTION OF TREATED TIMBER DEADMAN MEMBERS FOR ABUTMENTS AND WINGWALLS, SHALL BE 100% FREE OF HEART CENTER AND HAVE A MOISTURE CONTENT LESS THAN 19% PRIOR TO TREATMENT, AND MUST BE CERTIFIED PRIOR TO ANY PAYMENT TO THE CONTRACTOR. SPECIAL NOTE: ALL MATERIALS SHALL BE PRODUCED IN COMPLIANCE WITH "BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS", CURRENT BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS", CURRENT ", CURRENT EDITION.
HARDWARE AND STRUCTURAL STEEL USE MALLEABLE IRON WASHERS AGAINST WOOD EXCEPT WHERE OTHERWISE NOTED. ALL DOWEL PINS AND DRIFT PINS SHALL HAVE THEIR ENDS GROUND ROUND. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 AND NEED NOT BE GALVANIZED UNLESS NOTED SPECIFICALLY IN THE BILL OF HARDWARE. BOLT LENGTHS SHOWN ON THE PLANS ARE CALCULATED FOR CONNECTIONS OF STANDARD SAWN MEMBERS. IF LUMBER OR TIMBER IS FURNISHED, THAT DEVIATES FROM THE STANDARD SAWN DIMENSIONS, THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH BOLTS WITH THREAD LENGTHS SUFFICIENT TO MAKE THE CONNECTIONS AS SHOWN ON THE PLANS, WITH 1" MAX. THREAD EXTENSION BEYOND THE NUT, WHEN TIGHT. UNLESS OTHERWISE SHOWN, EXTRA WASHERS SHALL NOT BE USED TO COMPENSATE FOR THREAD LENGTH DEFICIENCY. FABRICATION: ALL BRIDGE MEMBERS SHALL BE FABRICATED AS SHOWN IN THE BILL OF MATERIAL OR ELSEWHERE ON THE PLANS. HOLES FOR SMOOTH DRIFT PINS OR DOWELS SHALL BE DRILLED WITH A DRILL HAVING A DIAMETER 1/16 INCH LESS THAN THE PIN OR DOWEL TO BE USED. HOLES FOR BOLTS NOT SHOWN AS BEING DRILLED BEFORE TREATMENT SHALL BE DRILLED IN THE FIELD WITH A DRILL HAVING THE SAME DIAMETER AS THE BOLT TO BE USED. FIELD TREATMENT: ALL CUTS, HOLES, AND ABRASIONS MADE IN LUMBER AFTER TREATMENT SHALL BE GIVEN TWO COATS OF COPPER NAPHTHENATE, AWPA STD P8 AND P9, TYPE A OR TYPE C SOLVENT. OBJECT MARKERS: TYPE 3 SHALL BE 12" X 36" WITH REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE ALUMINIUM SHEET. REFLECTIVE STRIPS SHALL BE "3M HIGH INTENSITY PRISMATIC TYPE IV, WITH CLEAR OVERLAY FILM OR EQUAL. MOUNT OBJECT MARKER ON 6-3/4" X 7-1/2" X 7'-6" GLUED-LAMINATED GUARD POST. INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER. ELASTOMERIC BEARING PADS BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D.
REHAB EXISTING FORD. INSTALL NEW 40' LONG X 16' WIDE PREFABRICATED STEEL BRIDGE ON GLULAM ABUTMENTS.
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NEW ROAD SURFACE
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EXISTING GRADE ELEVATION
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FINISHED GRADE ELEVATION
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EXISTING GROUND SURFACE
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CONSTRUCT CHANNEL FROM APPROVED NATIVE MATERIAL. SEE SHEET 7.
AutoCAD SHX Text CLASS IV RIPRAP MIXED WITH NATIVE MATERIAL TO FILL VOIDS (TYP). SEE DETAIL SHEET 7.
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EXISTING EDGE OF ROAD
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NEW EDGE OF ROAD
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TYPE 3 OBJECT MARKER ON TIMBER POST TYP. 4 PLACES. SEE DETAIL SHEET 7.
AutoCAD SHX Text NEW EDGE OF CHANNEL. SEE SHEET 7 FOR TYPICAL RECONSTRUCTED CHANNEL DIMENSIONS. GRADE CHANNEL BOTTOM TO MATCH EXISTING CHANNEL 15' UPSTREAM AND 40' DOWNSTREAM OF BRIDGE . MATCH EXISTING BANKS UPSTREAM AND DOWNSTREAM.
AutoCAD SHX Text EXISTING EDGE OF CHANNEL AT EXISTING FORD. REHABILITATE ERODED BANKS BY RECONSTRUCTING TO MATCH EXISTING BANKS AT DOWNSTREAM LOCATIONS SHOWN. SEE SPECIFICATIONS FOR ADDITIONAL REHAB MEASURES.
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EXISTING EDGE OF CHANNEL
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EXISTING EDGE OF CHANNEL AT EXISTING FORD.
AutoCAD SHX Text INSTALL 3' THICK LAYER OF BANK STABILIZATION RIPRAP, CLASS 5, TO 38' UPSTREAM OF ABUTMENT 1 WINGWALL. SLOPE = 2H:1V TOWARD CHANNEL. MIX WITH APPROVED NATIVE MATERIAL TO FILL VOIDS AND ALLOW INSERTION OF WILLOW CUTTINGS BY OTHERS. MATCH TO EXISTING GROUND AT EDGES. SEE SPECIFICATIONS.
AutoCAD SHX Text NEW EDGE OF CHANNEL. SEE SHEET 7 FOR TYPICAL RECONSTRUCTED CHANNEL DIMENSIONS. GRADE CHANNEL BOTTOM TO MATCH EXISTING CHANNEL 15' UPSTREAM AND 40' DOWNSTREAM OF BRIDGE . MATCH EXISTING BANKS UPSTREAM AND DOWNSTREAM.
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EXISTING EDGE OF CHANNEL
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MOYER CREEK
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NOTE: LOCAL COORDINATES.
AutoCAD SHX Text REHAB EXISTING FORD. INSTALL NEW 40' LONG X 16' WIDE PREFABRICATED STEEL BRIDGE ON GLULAM ABUTMENTS.
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CLASS 4 RIPRAP. SEE DETAIL SHEET 7.
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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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FOREST SERVICE
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MOYER CREEK BRIDGE
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SITE PLAN & ROAD PROFILE
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SALMON-CHALLIS 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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SITE PLAN NO SCALE
ROAD PROFILE NO SCALE
TYPICAL SECTION
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BRIDGE
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NO SCALE
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4" @ CENTER AND 2" @ EDGE.
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AGGREGATE WEAR SURFACE
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CROWNED
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SEE SCHEDULE OF ITEMS.
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ABUT 2 L.O.L. STA. 1+58.09
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ABUT 1 L.O.L. STA 1+18.09
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C/L BRIDGE = C/L CONST.
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BRIDGE LAYOUT
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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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TREATED TIMBER ABUTMENT AND WINGWALLS, TYP (SEE SHEETS 5 AND 6 FOR DETAILS)
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*BEARING PLATE DETAIL
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MOYER CREEK
AutoCAD SHX Text *NOTE: CONTRACTOR CAN SUBMIT AN OPTIONAL : CONTRACTOR CAN SUBMIT AN OPTIONAL BEARING PLATE CONNECTION. TO BE APPROVED BY COR.
AutoCAD SHX Text 8"x 12"x 6'-6" ABUTMENT DEADMAN
AutoCAD SHX Text 8"x 12"x 9' WINGWALL DEADMAN
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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
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GIRDERS, ASTM A-588
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WEATHERING STEEL
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BRIDGE SECTION DETAILS
AutoCAD SHX Text DOUBLE THICK 12 GA. WEATHERING W-BEAM TYPICAL W/REFLECTOR TABS (2-SIDED CRYSTAL) @ ALTERNATE POSTS
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SEE SHEET 5 FOR ABUTMENT DETAILS
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(2) 1" DIA. X 10" LAG BOLT (SEE BEARING PLATE DETAIL)
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C/L BEARING
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RAIL POST
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3/4" X 8" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.
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3/4" X 8" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)
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6" AGGREGATE SURFACE AT APPROACH
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END ANGLE
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4" AGGREGATE WEARING SURFACE
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AGGREGATE WEARING SURFACE
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14" X 6" A588 (CLOSURE PLATE)
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10 " X 12" GLULAM 34" X 12" GLULAM ABUTMENT CAP
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TREATED TIMBER ABUTMENT
AutoCAD SHX Text 8"x 12"x 6'-6" ABUTMENT DEADMAN
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1" DIA. X 10" LAG BOLTS, TYPICAL (2) PLACES PER BEARING DEVICE.
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DECK.
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GALVANIZED BRIDGE
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4 1/4" X 7 GAGE
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4 " X 7 GAUGE 14" X 7 GAUGE GALVANIZED BRIDGE DECK
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STEEL DIAPHRAGM, TYPICAL
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STEEL GIRDER, TYPICAL
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BRIDGE RAIL (SEE DETAIL)
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TYPE 3 OBJECT MARKER ON TIMBER POST (TYP)
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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 APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
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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
AutoCAD SHX Text
MOYER CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 036-0.1
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STRUCTURE LAYOUT & DETAILS
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SALMON-CHALLIS 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
AutoCAD SHX Text G-074
AutoCAD SHX Text /s/ Chad Porter, PE
6/24/2022
ABUTMENT ELEVATION VIEW
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ABUTMENT END VIEW
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ELEVATION 491.08'
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NO SCALE
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NO SCALE
AutoCAD SHX Text SPECIAL NOTE: ALL PLANKS FOR WINGWALLS AND : ALL PLANKS FOR WINGWALLS AND ABUTMENTS ARE TO BE SET AT 12" CENTERS. GAPS ARE TO BE EXPECTED BETWEEN PLANKS AS MOST PLANKS WILL BE PROVIDED FROM THE MANUFACTURER AT LESS THAN FULL SAWN DIMENSIONS.
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PICTORIAL VIEW
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NO SCALE
AutoCAD SHX Text 8" X 8"
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FINISH GRADE AT CENTERLINE BRIDGE.
AutoCAD SHX Text 8.25"
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ELEVATION 491.08'
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8" X 12" DEAD MAN
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MODULAR BRIDGE
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4.25" CORRUGATED DECK
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4" AGGREGATE WEARING SURFACE
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SEE DETAIL SHEET 4 FOR BEARING CONNECTION
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(2) EA 3/4" X 20" DOWELS AT EACH POST
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PEEN THREADS TO PREVENT LOSS OF NUTS.
AutoCAD SHX Text 3/4" X 25" MACHINE BOLT WITH 2 MALLEABLE WASHERS AND NUTS ON THE OUTSIDE TYPICAL 5 PLACES ON EACH POST.
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1" DIA. X 12'-0" GALVANIZED ROD. 1 MALLEABLE WASHER & 2 NUTS EACH END.
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POST CLEAT 8" X 8" X 6'
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10 3/4" X 12" GLULAM POST- LENGTH= 7'-11 3/4"
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10 3/4" X 18" X 19' GLUED-LAMINATED SILL.
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8" X 8" X 3'-0" POST CLEAT
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3/4" DIA X 12" DOWEL 1 EACH POST
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(4) 10 3/4" X 12" GLU-LAM POST- LENGTH= 7'-11 3/4"
AutoCAD SHX Text 3" X 12" X 19'-0" BACKING PLANK (EACH ROW (1) 7.5' PLANK + (1) 11.5' PLANK SPLICED AT POST.) SPACED AT 12" CENTERS. FASTEN TO EACH POST WITH (2) 60d NAILS.
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10 3/4" X 12" X 16'-0" GLULAM ABUTMENT CAP
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3" X 12" WING NAILING STRIP
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1/2" DIA. X 7" BOLTS
AutoCAD SHX Text ** FIELD DIMENSION DETERMINED AFTER WING SILL IS SET TO PROVIDE A TIGHT FIT BETWEEN WINGWALL BACKING PLANK AND NAILING STRIP.
AutoCAD SHX Text PLACE TOP BACKING PLANK AFTER SUPERSTRUCTURE IS IN PLACE. BACKING PLANK TO BE MODIFIED TO FIT END ANGLE BY MATERIAL SUPPLIER.
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10 3/4" X 18" X 19'-0" GLUED-LAMINATED SILL. (NOTCHED AS SHOWN)
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10 3/4" X 18" SILL GLUED-LAMINATED (TYP)
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10 3/4" X 12" GLUED-LAMINATED ABUTMENT POST (TYP)
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10 3/4" X 12" GLUED-LAMINATED ABUTMENT CAP
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3" X 12" BACKING PLANKS (TYP)
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8" X 8" POST CLEAT (TYP)
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3" X 8" WING STRIP
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DEAD-MAN ANCHOR
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POST CLEAT
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TYPICAL NAILING AT BACKING PLANK SPLICE LOCATION, TYP
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TYPICAL NAILING
AutoCAD SHX Text POST SPACING NOTE: POSTS ARE INTENDED TO BE : POSTS ARE INTENDED TO BE SPACED DIRECTLY UNDER STEEL GIRDERS. COORDINATE SUPERSTRUCTURE DESIGN AND ABUTMENT FABRICATION. PROPOSED DEVIATIONS FROM THE GIRDER SPACING SHOWN ON THESE PLANS SHALL BE SUBMITTED TO THE C.O. FOR APPROVAL.
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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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CHECK:
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BY:
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AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
MOYER CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 036-0.1
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ABUTMENT DETAILS
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SALMON-CHALLIS 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
AutoCAD SHX Text G-074
AutoCAD SHX Text /s/ Chad Porter, PE
8 3/4" X 12" POST
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GLUED-LAMINATED
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8" X 8" X 3'-0" POST CLEAT
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3/4"DIA.X 25" MACHINE BOLTS WITH 2 MALLEABLE WASHERS
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SET BOTTOM PLANK FLUSH WITH BOTTOM & TIGHT FIT AGAINST WINGWALL SILL.
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10 3/4" X 12" SILL GLUED-LAMINATED
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3/4"DIA X 12"DOWEL
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1"DIA.X 12'-0" GALVANIZED ROD. 1 MALLEABLE WASHER & 2 NUTS EACH END
AutoCAD SHX Text 3"X 12" BACKING PLANK SPACED @ 12"CENTERS. FASTEN TO EACH POST WITH 2-60d NAILS.
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3"X 8" WINGSTRIP
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PEEN THREADS TO PREVENT LOSS OF NUTS
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8" X 12" DEADMAN
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TYPICAL WINGWALL END ELEVATION NO SCALE
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8'-4" POST
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9'-8" POST
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11'-0" POST
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TOP RIP-RAP BANK
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FINISH GRADE @ BRIDGE CENTERLINE
AutoCAD SHX Text 3"x 8"x 8'-6" WING NAILING STRIP WITH 1/2"DIA X 7" MACHINE BOLTS WITH 2 PLATE WASHERS (2 BOLTS PER PLANK)
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SPACE BACKING PLANKS @ 12" CENTERS.
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BACKFILL IN FRONT OF WINGWALL TO THIS LINE. RIP-RAP AS REQUIRED.
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WINGWALL DETAIL (TYP) NO SCALE
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3" X 8" WING NAILING STRIP
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ABUTMENT SILL
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10 " X 12" POST 34" X 12" POST GLUED-LAMINATED
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8 " X 12" POST 34" X 12" POST GLUED-LAMINATED
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WINGWALL SILL
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34" DIA. X 12" DOME HEAD TIMBER BOLT WITH HEAD ON TOP & NO NUT ON BOTTOM
AutoCAD SHX Text 2-60d NAILS EACH PLANK
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ABUTMENT/WINGWALL CONNECTION DETAIL NO SCALE
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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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CHECK:
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BY:
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AutoCAD SHX Text for DIRECTOR, ENGINEERING
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
MOYER CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 036-0.1
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WINGWALL DETAILS
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SALMON-CHALLIS 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-074
AutoCAD SHX Text /s/ Chad Porter, PE
BRIDGE ELEVATION DETAIL
NTS
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INSTALL POSTS AT LOCATION AND ANGLE DIRECTED BY THE ENGINEER.
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HIGH INTENSITY.
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ALUMINIUM SHEET. REFLECTIVE STRIPS SHALL BE ASTM TYPE III,
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STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE
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OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH RETROREFLECTIVE
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TYPE 3 OBJECT MARKER
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12" DIA. X 6" BOLTS W/2 PLATE WASHERS
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4" X 4" X 10' PRESSURE TREATED POST
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(NO SCALE)
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OBJECT MARKER DETAIL
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R.H. MARKER SHOWN
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SEE GIRDER LAYOUT ON SHEET 4.
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AutoCAD SHX Text 1.5
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.
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GLULAM ABUTMENT
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FINISHED CHANNEL BOTTOM AT BRIDGE ELEV=493.91 ±
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PREFABRICATED MODULAR BRIDGE SYSTEM
AutoCAD SHX Text SHAPE CHANNEL TO GRADE USING IN PLACE MATERIAL, MATCHING GRADE TO EXISTING CHANNEL 15' UPSTREAM AND 40' DOWNSTREAM OF BRIDGE .
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*AT BRIDGE . ADJUST AS REQUIRED. SEE SITE PLAN.
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%%USINGLE LANE ROAD
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2:1 MAX
AutoCAD SHX Text 2%
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NO SCALE
AutoCAD SHX Text ROADWAY EMBANKMENT FROM SUITABLE STRUCTURAL EXCAVATION 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 2:1
AutoCAD SHX Text 2:1
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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
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
MOYER CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 036-0.1
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ROAD & CHANNEL DETAILS
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SALMON-CHALLIS 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-074
AutoCAD SHX Text /s/ Chad Porter, PE
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*S.1.E. TO 10 3/4" ON BOTTOM PLANK ONLY
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AutoCAD SHX Text 11'-0"
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AutoCAD SHX Text 11'-0"
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3" X 12" PLANKS WITH NO TAPER
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PLANK
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BACKING
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WALL
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WING-
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WING POST
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WING SILL
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AutoCAD SHX Text 8'-4"
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AutoCAD SHX Text 9'-8"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 8"
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AutoCAD SHX Text GLUED-LAMINATED MEMBERS SHALL CONFORM TO COMBINATION SYMBOL 3 PER MOST CURRENT AITC 117 STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED-LAMINATED TIMBER OF SOFTWOOD SPECIES, FOR WET CONDITION OF USE.
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TOP OF ABUT. POST
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DIAGONAL.
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CORNER
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CORNER TO
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L.O.L. NOT ON
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ENLARGED DETAIL
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1 1/4" HOLE
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AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 123-b ROUGH 3"X8"
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AutoCAD SHX Text 12"
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 18"
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AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 12"
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AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 12"
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AutoCAD SHX Text 8 3/4"
AutoCAD SHX Text 12'-0"
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SPEC.
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AND TREATMENT SPECIFICATIONS.
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SEE SHEET 2 FOR LUMBER NOTES
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 2'-0"
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1 1/4" HOLE 1 PLACE
AutoCAD SHX Text 11 3/8"
AutoCAD SHX Text 1'-0"
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TOTAL GLUED-LAMINATED TREATED TIMBER = 3174 NET BD. FT.
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TOTAL TREATED TIMBER = 4023 NOM. BD.FT.
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DEADMAN
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2 RH
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2 LH
AutoCAD SHX Text 1' X 3'
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TYPE 3 OBJECT MARKER
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ROUGH
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CLEAT
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POST
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3/4" DIA HOLE
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3 PLACES
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AutoCAD SHX Text 7'-11 3/4"
AutoCAD SHX Text 4'-10"
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AutoCAD SHX Text 11'-6"
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POST
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SILL
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CAP
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BOTTOM
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END
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3/4"HOLES
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3/4"HOLES
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END
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BOTTOM
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CUT POSTS TO EXACT LENGTH WITH SQUARE ENDS
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11/16" HOLES TO MATCH THOSE IN CAP
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3/4"HOLES 4 PLACES
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11/16"HOLE
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USE EXTRA CARE TO MATCH HOLES IN POST
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HOLES
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11/16"DIA.
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TOP VIEW
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3" TYP
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11/16"DIA HOLES
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HOLE
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11/16'DIA
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3/4"DIA HOLES
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1 1/4"DIA HOLE
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BEVEL
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ABUTMENT
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ABUTMENT
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ABUTMENT
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DEADMAN
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ABUT
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WINGWALL
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PLANK
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BACKING
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ABUT
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BD.FT.
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NOM.
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BD.FT.
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NET
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SKETCH
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SKETCH
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PIECES
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NO.
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LENGTH
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SIZE
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NOM.
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FINISH
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NO.
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PARA.
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ITEM
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PIECES
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NO.
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LENGTH
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SIZE
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FIN.
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ITEM
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BILL OF LUMBER
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BILL OF HARDWARE
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INCLUDE APPROXIMATELY 10% EXTRA.
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NOTE:BOLT,NUT,NAIL,& WASHER TOTALS
AutoCAD SHX Text 60d
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1"DIA.X 12'-0" 20
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3/4"DIA.X 20" 16
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3/4"DIA.X 12"
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FOR 1"DIA. BOLTS
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FOR 3/4"DIA. BOLTS
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FOR 1/2"DIA. BOLTS
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3/4"DIA.X 12" 4
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GALVANIZED NAILS
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EACH END. GALVANIZED
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STEEL RODS THREADED 6"
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DOWEL PINS
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MALLEABLE WASHERS
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PLATE WASHERS
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DOME HEAD
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TIMBER BOLTS WITH
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MACHINE BOLTS
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ITEM
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3/4"DIA.X 25"
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1/2"DIA.X 7"
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NO.REQ
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SIZE
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BEVEL
AutoCAD SHX Text 10'-0" 4 53
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POST
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MARKER
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1/2"DIA.X 4 1/2"
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AutoCAD SHX Text 5'-8"
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AutoCAD SHX Text 8'-4"
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AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text 123-b ROUGH 3"X12"
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AutoCAD SHX Text WINGSTR 123-b ROUGH 3"X8"
AutoCAD SHX Text 8'-6"
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WINGWALL
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WINGWALL NAILING STRIP
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text C
AutoCAD SHX Text L
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1 1/4" HOLES
AutoCAD SHX Text 4'-0"
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AutoCAD SHX Text 6'-6"
AutoCAD SHX Text 130-b ROUGH 8"X12"
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AutoCAD SHX Text 130-b ROUGH 8"X12"
AutoCAD SHX Text 9'-0"
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1 1/4" HOLES
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AutoCAD SHX Text 3'-6"
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AutoCAD SHX Text 4'-0"
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AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 1'-0"
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LAG BOLTS
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1"DIA.X 10" 18
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NUTS
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FOR 1"DIA. BOLTS
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FOR 3/4"DIA. BOLTS
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FOR 1/2"DIA. BOLTS
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AutoCAD SHX Text 11'-6"
AutoCAD SHX Text 123-b ROUGH 3"X12"
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CUSTOM SAWN TOP BACKING PLANK TO FIT END ANGLE
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AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 3'-6"
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AutoCAD SHX Text 4'-0"
AutoCAD SHX Text C
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3/4"DIA HOLES 2 PLACES
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11/16" DIA HOLES 4 PLACES
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3/4"DIA HOLES
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AutoCAD SHX Text 7'-6"
AutoCAD SHX Text 123-b ROUGH 3"X12"
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AutoCAD SHX Text 7'-6"
AutoCAD SHX Text 123-b ROUGH 3"X12"
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CUSTOM SAWN TOP BACKING PLANK TO FIT END ANGLE
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ALIGN SPLICE ON POST, STAGGER SPLICE LOCATIONS
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ALIGN SPLICE ON POST, STAGGER SPLICE LOCATIONS
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OBJECT
AutoCAD SHX Text S4S 4"X4"
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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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CHECK:
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BY:
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CHECK:
AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
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AutoCAD SHX Text E
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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MOYER CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 036-0.1
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ABUTMENT BILL OF MATERIALS
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SALMON-CHALLIS 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-074
AutoCAD SHX Text /s/ Chad Porter, PE
| G-074 Moyer Creek-1 Plan Index & Project Description |
| Sheets and Views |
| G-074 Moyer Creek-1 Plan Index & Project Description |
| G-074 Moyer Creek-2 Specifications & Schedule of Items |
| Sheets and Views |
| G-074 Moyer Creek-2 Specifications & Schedule of Items |
| G-074 Moyer Creek-3-Site Plan & Road Profile |
| Sheets and Views |
| G-074 Moyer Creek-3-Site Plan & Road Profile |
| G-074 Moyer Creek-4 Structure Layout & Details |
| Sheets and Views |
| G-074 Moyer Creek-4 Structure Layout & Details |
| G-074 Moyer Creek-5 Abutment Details |
| Sheets and Views |
| G-074 Moyer Creek-5 Abutment Details |
| G-074 Moyer Creek-6 Wingwall Details |
| Sheets and Views |
| G-074 Moyer Creek-6 Wingwall Details |
| G-074 Moyer Creek-7 Road & Channel Details |
| Sheets and Views |
| G-074 Moyer Creek-7 Road & Channel Details |
| G-074 Moyer Creek-8 Bill of Materials |
| Sheets and Views |
| G-074 Moyer Creek-8 Bill of Materials |
File details come from the government source that posted it. Updated .