Attachment 4 G-074 MOYER CREEK FINAL Drawings.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) RECONSTRUCT CHANNEL & BENCHES & 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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BRIDGE ELEVATION & ROAD DETAILS

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MOYER CREEK BRIDGE

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ABUTMENT BILL OF MATERIALS

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CHANNEL PLAN AND PROFILE

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CHANNEL TYPICAL DETAILS

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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

AutoCAD SHX Text BRIDGE No. 036-0.1

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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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AutoCAD SHX Text G-074

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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

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DESIGN

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DRAWING

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FOREST SERVICE

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MOYER CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 036-0.1

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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. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. 2. 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. 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. 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. 3. WASTE EXCESS MATERIAL AT DESIGNATED LOCATIONS. SHAPE TO BLEND INTO SURROUNDING TERRAIN. WASTE EXCESS MATERIAL AT DESIGNATED LOCATIONS. SHAPE TO BLEND INTO SURROUNDING TERRAIN. 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. USE CARE WHEN PLACING RIPRAP AGAINST THE ABUTMENTS AND WINGWALLS. 2. SUITABLE SURPLUS STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL SUITABLE SURPLUS 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 SURPLUS MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. USE SURPLUS 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. 3. WASTE EXCESS MATERIAL AT DESIGNATED LOCATIONS. SHAPE TO BLEND INTO SURROUNDING TERRAIN. WASTE EXCESS MATERIAL AT DESIGNATED LOCATIONS. SHAPE TO BLEND INTO SURROUNDING TERRAIN. 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 RETROREFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE ALUMINIUM SHEET. REFLECTIVE STRIPS SHALL BE ASTM TYPE III, HIGH INTENSITY. MOUNT OBJECT MARKER ON 4" X 4" PRESSURE TREATED POST. INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER. SEE DETAIL SHEET 7. ELASTOMERIC BEARING PADS BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D.

INSTALL GOVERNMENT SUPPLIED 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 WITH IMPORTED & NATIVE MATERIAL. SEE DETAILS SHEET 10.

AutoCAD SHX Text CLASS 4 RIPRAP WITH APPROVED NATIVE MATERIAL TO FILL VOIDS (TYP). SEE DETAIL SHEET 7.

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MOYER CREEK

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NOTE: LOCAL COORDINATES.

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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.

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EXISTING EDGE OF CHANNEL

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EXISTING EDGE OF CHANNEL

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REINFORCED STREAMBANK. SEE CHANNEL PLAN SHEET 9 AND DETAIL SHEET 10.

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EXISTING EDGE OF CHANNEL

AutoCAD SHX Text INSTALL GOVERNMENT SUPPLIED 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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CLASS 4 RIPRAP. SEE DETAIL SHEET 7.

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NEW EDGE OF CHANNEL. SEE SHEETS 9 & 10 FOR CHANNEL RECONSTRUCTION.

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NEW EDGE OF CHANNEL. SEE SHEETS 9 & 10 FOR CHANNEL RECONSTRUCTION.

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STEP GRADE CONTROL STRUCTURES. SEE SHEETS 9 & 10.

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DRAWING NUMBER

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DRAWING

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FOREST SERVICE

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MOYER CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 036-0.1

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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.

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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

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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)

AutoCAD SHX Text NOTE: THE SUPERSTRUCTURE DETAILS ON THIS : THE SUPERSTRUCTURE DETAILS ON THIS SHEET ARE AN EXAMPLE. THE SUPERSTRUCTURE IS TO BE GOVERNMENT SUPPLIED. SEE SHOP DRAWINGS FOR FINAL DIMENSIONS.

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DRAWING NUMBER

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DRAWING

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AutoCAD SHX Text I

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AutoCAD SHX Text U

AutoCAD SHX Text L

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AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

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

AutoCAD SHX Text

STRUCTURE LAYOUT & DETAILS

AutoCAD SHX Text

SALMON-CHALLIS NATIONAL FOREST

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G-074

AutoCAD SHX Text /s/ Chad Porter, PE

3/24/2023

ABUTMENT ELEVATION VIEW

AutoCAD SHX Text

ABUTMENT END VIEW

AutoCAD SHX Text

ELEVATION 491.11'

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

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.

AutoCAD SHX Text

PICTORIAL VIEW

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 8" X 8"

AutoCAD SHX Text

AT CENTERLINE BRIDGE.

AutoCAD SHX Text 8.25"

AutoCAD SHX Text

ELEVATION 491.11'

AutoCAD SHX Text

8" X 12" DEAD MAN

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MODULAR BRIDGE

AutoCAD SHX Text

4.25" CORRUGATED DECK

AutoCAD SHX Text

4" AGGREGATE WEARING SURFACE

AutoCAD SHX Text

SEE DETAIL SHEET 4 FOR BEARING CONNECTION

AutoCAD SHX Text

(2) EA 3/4" X 20" DOWELS AT EACH POST

AutoCAD SHX Text

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.

AutoCAD SHX Text

1" DIA. X 12'-0" GALVANIZED ROD. 1 MALLEABLE WASHER & 2 NUTS EACH END.

AutoCAD SHX Text

POST CLEAT 8" X 8" X 6'

AutoCAD SHX Text

10 3/4" X 12" GLULAM POST- LENGTH= 7'-11 3/4"

AutoCAD SHX Text

10 3/4" X 18" X 19' GLUED-LAMINATED SILL.

AutoCAD SHX Text

8" X 8" X 3'-0" POST CLEAT

AutoCAD SHX Text

3/4" DIA X 12" DOWEL 1 EACH POST

AutoCAD SHX Text

(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 SPACED AT 12" CENTERS. FASTEN TO EACH POST WITH (2) 60d NAILS.

AutoCAD SHX Text

10 3/4" X 12" X 16'-0" GLULAM ABUTMENT CAP

AutoCAD SHX Text

3" X 8" WING NAILING STRIP

AutoCAD SHX Text

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

BACKING PLANK TO BE MODIFIED TO FIT END ANGLE BY MATERIAL SUPPLIER.

AutoCAD SHX Text

10 3/4" X 18" X 19'-0" GLUED-LAMINATED SILL. (NOTCHED AS SHOWN)

AutoCAD SHX Text

10 3/4" X 18" SILL GLUED-LAMINATED (TYP)

AutoCAD SHX Text

10 3/4" X 12" GLUED-LAMINATED ABUTMENT POST (TYP)

AutoCAD SHX Text

10 3/4" X 12" GLUED-LAMINATED ABUTMENT CAP

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPICAL NAILING

AutoCAD SHX Text *POST SPACING NOTE: POSTS ARE INTENDED TO BE 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.

AutoCAD SHX Text

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

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AutoCAD SHX Text O

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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

AutoCAD SHX Text R

AutoCAD SHX Text E

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

AutoCAD SHX Text

ABUTMENT DETAILS

AutoCAD SHX Text

SALMON-CHALLIS NATIONAL FOREST

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G-074

AutoCAD SHX Text /s/ Chad Porter, PE

8 3/4" X 12" POST

AutoCAD SHX Text

GLUED-LAMINATED

AutoCAD SHX Text

8" X 8" X 3'-0" POST CLEAT

AutoCAD SHX Text

3/4"DIA.X 25" MACHINE BOLTS WITH 2 MALLEABLE WASHERS

AutoCAD SHX Text

SET BOTTOM PLANK FLUSH WITH BOTTOM & TIGHT FIT AGAINST WINGWALL SILL.

AutoCAD SHX Text

10 3/4" X 12" SILL GLUED-LAMINATED

AutoCAD SHX Text

3/4"DIA X 12"DOWEL

AutoCAD SHX Text

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.

AutoCAD SHX Text

3"X 8" WINGSTRIP

AutoCAD SHX Text

PEEN THREADS TO PREVENT LOSS OF NUTS

AutoCAD SHX Text

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 OF CHANNEL BENCH

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FINISH GRADE @ BRIDGE CENTERLINE

AutoCAD SHX Text 3"x 8"x 8'-6" WING STRIP WITH 1/2"DIA X 7" MACHINE BOLTS WITH 2 PLATE WASHERS (2 BOLTS PER PLANK)

AutoCAD SHX Text

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

AutoCAD SHX Text

3" X 8" WING NAILING STRIP

AutoCAD SHX Text

ABUTMENT SILL

AutoCAD SHX Text

10 " X 12" POST 34" X 12" POST GLUED-LAMINATED

AutoCAD SHX Text

8 " X 12" POST 34" X 12" POST GLUED-LAMINATED

AutoCAD SHX Text

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

AutoCAD SHX Text

ABUTMENT/WINGWALL CONNECTION DETAIL NO SCALE

AutoCAD SHX Text

DRAWING NUMBER

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SHEET

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OF

AutoCAD SHX Text

DESIGN

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DRAWING

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BY:

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CHECK:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text APPROVED:%%u %%u DATE %%u

AutoCAD SHX Text for DIRECTOR, ENGINEERING

AutoCAD SHX Text F

AutoCAD SHX Text O

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AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

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AutoCAD SHX Text R

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AutoCAD SHX Text I

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AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

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AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

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

AutoCAD SHX Text

WINGWALL DETAILS

AutoCAD SHX Text

SALMON-CHALLIS NATIONAL FOREST

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G-074

AutoCAD SHX Text /s/ Chad Porter, PE

BRIDGE ELEVATION DETAIL

NO SCALE

AutoCAD SHX Text

INSTALL POSTS AT LOCATION AND ANGLE DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

HIGH INTENSITY.

AutoCAD SHX Text

ALUMINIUM SHEET. REFLECTIVE STRIPS SHALL BE ASTM TYPE III,

AutoCAD SHX Text

STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE

AutoCAD SHX Text

OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH RETROREFLECTIVE

AutoCAD SHX Text

TYPE 3 OBJECT MARKER

AutoCAD SHX Text

12" DIA. X 6" BOLTS W/2 PLATE WASHERS

AutoCAD SHX Text

4" X 4" X 10' PRESSURE TREATED POST

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text

OBJECT MARKER DETAIL

AutoCAD SHX Text

R.H. MARKER SHOWN

AutoCAD SHX Text

SEE BRIDGE LAYOUT ON SHEET 4.

AutoCAD SHX Text MACHINE PLACED, CLASS IV RIPRAP WITH APPROVED NATIVE MATERIAL TO FILL VOIDS, SECTION 705.02 OR AS DETERMINED BY THE C.O.

AutoCAD SHX Text

GLULAM ABUTMENT

AutoCAD SHX Text

PREFABRICATED MODULAR BRIDGE SYSTEM

AutoCAD SHX Text

FINISHED CHANNEL AT BRIDGE ELEV=493.71 SEE SHEETS 9 & 10

AutoCAD SHX Text

*VARIES DUE TO BRIDGE SKEW. SEE SITE PLAN SHEET 3 AND CHANNEL PLAN SHEET 9.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

%%USINGLE LANE ROAD

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text ROADWAY EMBANKMENT FROM SUITABLE EXCAVATION, AN APPROVED BORROW SOURCE, OR IMPORTED.

AutoCAD SHX Text

CRUSHED AGGREGATE SURFACE COURSE 6" COMPACTED DEPTH

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY:

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

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

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AutoCAD SHX Text A

AutoCAD SHX Text R

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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

AutoCAD SHX Text R

AutoCAD SHX Text E

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

AutoCAD SHX Text

BRIDGE ELEVATION & ROAD DETAILS

AutoCAD SHX Text

SALMON-CHALLIS NATIONAL FOREST

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G-074

AutoCAD SHX Text /s/ Chad Porter, PE

AutoCAD SHX Text

*S.1.E. TO 10 3/4" ON BOTTOM PLANK ONLY

AutoCAD SHX Text

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text

3" X 12" PLANKS WITH NO TAPER

AutoCAD SHX Text

AutoCAD SHX Text

PLANK

AutoCAD SHX Text

BACKING

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WING-

AutoCAD SHX Text

WING POST

AutoCAD SHX Text

WING SILL

AutoCAD SHX Text

AutoCAD SHX Text 8'-4"

AutoCAD SHX Text

AutoCAD SHX Text 9'-8"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

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.

AutoCAD SHX Text

TOP OF ABUT. POST

AutoCAD SHX Text

DIAGONAL.

AutoCAD SHX Text

CORNER

AutoCAD SHX Text

CORNER TO

AutoCAD SHX Text

L.O.L. NOT ON

AutoCAD SHX Text

ENLARGED DETAIL

AutoCAD SHX Text

1 1/4" HOLE

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 123-b ROUGH 3"X8"

AutoCAD SHX Text X

AutoCAD SHX Text 12"

AutoCAD SHX Text 10 3/4"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 18"

AutoCAD SHX Text X

AutoCAD SHX Text 10 3/4"

AutoCAD SHX Text 12"

AutoCAD SHX Text X

AutoCAD SHX Text 10 3/4"

AutoCAD SHX Text 12"

AutoCAD SHX Text X

AutoCAD SHX Text 8 3/4"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text X

AutoCAD SHX Text 10 3/4"

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

AND TREATMENT SPECIFICATIONS.

AutoCAD SHX Text

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"

AutoCAD SHX Text

1 1/4" HOLE 1 PLACE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

TOTAL GLUED-LAMINATED TREATED TIMBER = 3174 NET BD. FT.

AutoCAD SHX Text

TOTAL TREATED TIMBER = 4023 NOM. BD.FT.

AutoCAD SHX Text

DEADMAN

AutoCAD SHX Text

AutoCAD SHX Text

2 RH

AutoCAD SHX Text

2 LH

AutoCAD SHX Text 1' X 3'

AutoCAD SHX Text

TYPE 3 OBJECT MARKER

AutoCAD SHX Text 8"X8"

AutoCAD SHX Text 8"X8"

AutoCAD SHX Text

ROUGH

AutoCAD SHX Text 131-b

AutoCAD SHX Text

CLEAT

AutoCAD SHX Text

POST

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 11 3/8"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text

3/4" DIA HOLE

AutoCAD SHX Text

3 PLACES

AutoCAD SHX Text 3'-8 3/8"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 7'-11 3/4"

AutoCAD SHX Text 4'-10"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8 3/4"

AutoCAD SHX Text 19'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text 19'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10 3/4"

AutoCAD SHX Text 12"

AutoCAD SHX Text

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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AutoCAD SHX Text L

AutoCAD SHX Text

3/4"HOLES

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3/4"HOLES

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AutoCAD SHX Text C

AutoCAD SHX Text

END

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

CUT POSTS TO EXACT LENGTH WITH SQUARE ENDS

AutoCAD SHX Text

11/16" HOLES TO MATCH THOSE IN CAP

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

3/4"HOLES 4 PLACES

AutoCAD SHX Text

11/16"HOLE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

USE EXTRA CARE TO MATCH HOLES IN POST

AutoCAD SHX Text

HOLES

AutoCAD SHX Text

11/16"DIA.

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

3" TYP

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

11/16"DIA HOLES

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AutoCAD SHX Text C

AutoCAD SHX Text

HOLE

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11/16'DIA

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

3/4"DIA HOLES

AutoCAD SHX Text

1 1/4"DIA HOLE

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BEVEL

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

DEADMAN

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ABUT

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WINGWALL

AutoCAD SHX Text

AutoCAD SHX Text 123-b ROUGH 3"X12"

AutoCAD SHX Text

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.

AutoCAD SHX Text

NET

AutoCAD SHX Text

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

AutoCAD SHX Text

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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ABUTMENT BILL OF LUMBER

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ABUTMENT BILL OF HARDWARE

AutoCAD SHX Text

INCLUDE APPROXIMATELY 10% EXTRA.

AutoCAD SHX Text

NOTE:BOLT,NUT,NAIL,& WASHER TOTALS

AutoCAD SHX Text 60d

AutoCAD SHX Text

1"DIA.X 12'-0" 20

AutoCAD SHX Text

3/4"DIA.X 20" 16

AutoCAD SHX Text

AutoCAD SHX Text

3/4"DIA.X 12"

AutoCAD SHX Text

FOR 1"DIA. BOLTS

AutoCAD SHX Text

FOR 3/4"DIA. BOLTS

AutoCAD SHX Text

FOR 1/2"DIA. BOLTS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

POST

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MARKER

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1/2"DIA.X 4 1/2"

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text

AutoCAD SHX Text 8'-4"

AutoCAD SHX Text

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 123-b ROUGH 3"X12"

AutoCAD SHX Text

AutoCAD SHX Text WINGSTR 123-b ROUGH 3"X8"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text

AutoCAD SHX Text

WINGWALL

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WINGWALL NAILING STRIP

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

1 1/4" HOLES

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 130-b ROUGH 8"X12"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 130-b ROUGH 8"X12"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

1 1/4" HOLES

AutoCAD SHX Text

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

LAG BOLTS

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1"DIA.X 10" 18

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NUTS

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FOR 1"DIA. BOLTS

AutoCAD SHX Text

FOR 3/4"DIA. BOLTS

AutoCAD SHX Text

FOR 1/2"DIA. BOLTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 19'-0"

AutoCAD SHX Text 123-b ROUGH 3"X12"

AutoCAD SHX Text

CUSTOM SAWN TOP BACKING PLANK TO FIT END ANGLE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 3'-6"

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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OBJECT

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ROUGH 4"X4"

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FOR 1"DIA. BOLTS

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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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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

GLULAM SILL SHOWN FOR REFERENCE. LOCATED OFFSET FROM CHANNEL PROFILE.

AutoCAD SHX Text BRIDGE DECK SHOWN FOR REFERENCE. WIDTH NOT TO SCALE. RAILS & SUPERSTRUCTURE OMITTED THIS VIEW.

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EXISTING GRADE ELEVATION

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FINISHED GRADE ELEVATION

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STEP AT POOL HEAD, TYPICAL 4 PLACES. SEE DETAIL SHEET 10.

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CONSTRUCT NEW CHANNEL PROFILE

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EXISTING CHANNEL PROFILE

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MOYER CREEK

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EDGE OF EXISTING ROAD

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EDGE OF EXISTING ROAD

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EDGE OF EXISTING CHANNEL AT EXISTING FORD

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EDGE OF EXISTING CHANNEL AT EXISTING FORD

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EDGE OF EXISTING CHANNEL

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START REINFORCED STREAMBANK STA 0+05. SEE DETAIL SHEET 10.

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END REINFORCED STREAMBANK STA 0+45. SEE DETAIL SHEET 10.

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EDGE OF NEW ROAD

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SEE SHEET 3 FOR BRIDGE & ROAD SITE PLAN & PROFILE

AutoCAD SHX Text CONSTRUCT BENCHES OUTSIDE OF BANKS TO TIE INTO EXISTING GROUND. SEE DETAIL SHEET 10.

AutoCAD SHX Text CONSTRUCT BENCHES OUTSIDE OF BANKS TO TIE INTO EXISTING GROUND. SEE DETAIL SHEET 10.

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DRAWING NUMBER

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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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MOYER CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 036-0.1

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CHANNEL PLAN & 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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AutoCAD SHX Text G-074

AutoCAD SHX Text /s/ Chad Porter, PE

AutoCAD SHX Text 3/24/2023

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CHANNEL PLAN VIEW NO SCALE

CHANNEL PROFILE VIEW NO SCALE

TYPICAL REINFORCED CHANNEL SECTION

NO SCALE

CHANNEL STA 0+05 TO 0+45

TYPICAL CHANNEL SECTION

NO SCALE

FOOTER ROCK (CR CLASS 1). LARGER ROCKS ON THE BOTTOM.

STEP ROCK (CR CLASS 0 & 1)

POOL

1' MIN EMBEDMENT - FOOTER ROCK

2' MIN EMBEDMENT TOTAL

STREAM RECONSTRUCTION NOTES:

THE GOAL OF STREAM RECONSTRUCTION IS TO RESTORE THE STREAM TO A NATURAL CONDITION UPON INSTALLATION OF THE

NEW CROSSING STRUCTURE AND REMOVAL OF THE EXISTING FORD. THE STREAM SECTIONS, STREAM BED, FEATURES AND

ROCK SIZES HAVE BEEN DESIGNED TO ACT IN A SIMILAR WAY AS THE EXISTING STREAM WITH THE HYDRAULIC CONDITIONS

THROUGH THE NEW CROSSING.

CHANNEL EXTENTS & STREAMBED ELEMENTS TO BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE COR.

ELEVATIONS SHOWN IN THE DRAWINGS ARE THE TOP OF RECONSTRUCTED STREAM BED. THE ACTUAL TOP OF THE STEPS WILL

BE DEPENDENT ON THE SIZE OF THE ROCK AND THE REQUIREMENTS LISTED BELOW. ALSO REFER TO FSSS 648 AND 705. PLACE

ALL STREAMBED MATERIAL AT THE GRADE AND ELEVATIONS LISTED ON THE PLANS.

BANK & GRADE CONTROL CONSTRUCTION

CONSTRUCT BANKS OUT OF CR CLASS 1 ROCK, TIGHTLY KEYED TOGETHER. CHINK GAPS IN BANK ROCK WITH SMALLER

COBBLES. LEAVE BANK ROUGH WITH LARGER ROCK PROTRUDING. CONSTRUCT GRADE CONTROL (STEPS & FOOTERS)

OUT OF CR CLASS 0 AND CLASS 1 ROCK, TIGHTLY KEYED TOGETHER. PLACE GRADE CONTROL ROCK WITH THE LONG AXIS

PARALLEL WITH THE LONGITUDINAL DIRECTION OF THE STREAM. STEP ROCKS SHOULD PROTRUDE NO MORE THAN 2"

ABOVE THE BED. VARY DIRECTION AND SHAPE OF THE STEPS. ANGLE SLIGHTLY AND CHANGE ORIENTATION. STEPS

STRAIGHT ACROSS THE CHANNEL ARE NOT DESIRABLE. KEY STEPS & FOOTERS INTO BANKS. BANKFULL WIDTH IS 14-16 FT.

TRANSITION BANK WIDTH AND BLEND AT THE START AND END OF CHANNEL CONSTRUCTION.

REINFORCED BANK CONSTRUCTION

CONSTRUCT REINFORCED BANK OUT OF CLASS 4 RIPRAP, TIGHTLY KEYED TOGETHER. CHINK GAPS IN BANK ROCK WITH

SMALLER COBBLES. LEAVE BANK ROUGH WITH ROCK PROTRUDING. BANKFULL WIDTH IS 14-16 FT. TRANSITION BANK

WIDTH AND BLEND AT THE START AND END OF CHANNEL CONSTRUCTION.

BENCH CONSTRUCTION

CONSTRUCT BENCHES (NOT INCLUDING THE REINFORCED BANK BENCH) OUT OF SURPLUS EXCAVATION.

FILL VOIDS IN BANKS, REINFORCED BANK, & GRADE CONTROL ROCK WITH GRAVEL AND FINER MATERIAL. USE EQUIPMENT, WATER PRESSURE, METAL TAMPING RODS AND SIMILAR HAND OPERATED EQUIPMENT TO FORCE MATERIAL INTO ALL VOIDS TO

OBTAIN A WELL-GRADED LOW PERMEABILITY MASS. SEE SPECIFICATIONS.

IT IS ANTICIPATED THAT SOME OF THE EXCAVATION MAY BE REUSED AS A PART OF THE BANK, REINFORCED BANK, GRADE

CONTROL, & BENCH MATERIALS, WHEN SUPPLEMENTED BY ADDITIONAL MATERIAL TO MEET THE SPECIFIED GRADATION.

INCORPORATE UP TO 4 TRANSPLANTED WILLOW CLUMPS FROM THE VICINITY INTO THE CONSTRUCTED BANKS, TO BE SELECTED

BY THE COR, AT LOCATIONS DESIGNATED BY THE COR. SEE TRANSPLANT DETAIL THIS SHEET.

TYPICAL STEP GRADE CONTROL DETAIL

NO SCALE

1' TYPICAL STEP

TYPICAL WILLOW TRANSPLANT DETAIL

NO SCALE

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EXISTING FLOODPLAIN SURFACE

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AutoCAD SHX Text *BENCH WIDTH AS REQUIRED TO TIE INTO EXISTING GROUND OR LESS IF FIELD ADJUSTED BY COR.

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AutoCAD SHX Text *BENCH WIDTH AS REQUIRED TO TIE INTO EXISTING GROUND OR LESS IF FIELD ADJUSTED BY COR.

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CONSTRUCT BANKS FROM CR-1 ROCK.

AutoCAD SHX Text CLASS 4 RIPRAP MIXED WITH APPROVED NATIVE MATERIAL TO FILL VOIDS. MATCH TO EXISTING GROUND AT EDGES.

AutoCAD SHX Text CONSTRUCT BANKS FROM CR-1 ROCK. COR MAY MAKE FIELD ADJUSTMENTS TO OMIT BANK CONSTRUCTION THIS SIDE IN CERTAIN LOCATIONS.

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1'-6" TYP.

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CHANNEL PROFILE ELEVATION

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SLOPE BED TO CHANNEL 3" VERTICAL ±

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CHANNEL PROFILE ELEVATION

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SLOPE BED TO CHANNEL 3" VERTICAL ±

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2' TYP.

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CONSTRUCT BENCHES FROM APPROVED SURPLUS EXCAVATION OR IMPORTED MATERIAL.

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EXISTING GROUND

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1'-6" TYP.

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CONSTRUCT BENCHES FROM APPROVED SURPLUS EXCAVATION OR IMPORTED MATERIAL.

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EXISTING GROUND

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CONSTRUCT BANKS FROM CR-1 ROCK.

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1'-6" TYP.

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CONSTRUCT BENCHES FROM APPROVED SURPLUS EXCAVATION OR IMPORTED MATERIAL.

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EXISTING GROUND

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CONSTRUCT BENCHES FROM APPROVED SURPLUS EXCAVATION OR IMPORTED MATERIAL.

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TAMP BACKFILL WITH EQUIPMENT BUCKET TO ELIMINATE AIR GAPS

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GROUND SURFACE

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SUBSURFACE WATER LEVEL

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BURY WILLOW APPROXIMATELY HALFWAY UP BRANCHES

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PARTIAL ROOT MASS

AutoCAD SHX Text NOTE: IT IS NOT NECESSARY TO EXCAVATE THE ENTIRE ROOT MASS. ONE BUCKETFUL OF SOIL AND ROOTS IS TYPICALLY SUFFICIENT.

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DRAWING NUMBER

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OF

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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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MOYER CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 036-0.1

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CHANNEL TYPICAL 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