J.3 Attachment_FinalDrawings_FrenchmanCreekBridge.pdf
PDF 1 MB Posted
- Solicitation number
- 1240LT23R0043
- Issued by
-
Department of Agriculture Forest Service
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| PreBidDiscussion_QA_FrenchmanCreek.docx | DOCX document | |
| PreBidSignInSheet_FrenchmanCreek.pdf | ||
| 1240LT23R0043.pdf | ||
| J.2 Attachment_FSSS_ FrenchmanCreekBridge_Updated.pdf | ||
| J.4 Attachment_Determination of Responsibility.pdf | ||
| J.1 Attachment_Wage Determination.pdf | ||
| 1240LT23R0043.pdf |
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INDEX TO PLANS
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SHEET NO. TITLE
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PLAN INDEX & SPECIFICATIONS
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SITE PLAN AND PROFILE
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GENERAL PLAN
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STRUCTURAL DETAILS
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DECK PANEL LAYOUT AND TYP. SECT.
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TIMBER CURB DETAILS
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BRIDGE REPLACEMENT
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FRENCHMAN CREEK
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BONNERS FERRY
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SANDPOINT
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COEUR D'ALENE
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MOSCOW
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LEWISTON
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GRANGEVILLE
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WHITE BIRD
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RIGGINS
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NEW MEADOWS
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COUNCIL
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YELLOW PINE
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CASCADE
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NORTH FORK
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SALMON
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LEADORE
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STANLEY
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CLAYTON
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CHALLIS
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MACKAY
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LOWMAN
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WEISER
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EMMETT
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IDAHO CITY
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KETCHUM
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BOISE
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FAIRFIELD
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MOUNTAIN HOME
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BUHL
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TWIN FALLS
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BURLEY
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DUBOIS
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ISLAND PARK
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ST. ANTHONY
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ASHTON
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DRIGGS
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IDAHO FALLS
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POCATELLO
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SODA SPRINGS
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MALAD
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MONTPELIER
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IDAHO
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PROJECT LOCATION
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FOREST SUPERVISOR
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APPROVED
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DATE
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DATE
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BILL OF MATERIALS
AutoCAD SHX Text DESIGN LOADINGS: HL-93 : HL-93 LIVE LOAD DEFLECTION: NOT TO EXCEED L/800NOT TO EXCEED L/800
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GENERAL NOTES / SPECIFICATIONS
AutoCAD SHX Text CONSTRUCTION: MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE : MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14, US CUSTOMARY UNITS, AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.
AutoCAD SHX Text DESIGN: THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY : THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY 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.
AutoCAD SHX Text FABRICATION: ALL BRIDGE MEMBERS SHALL BE FABRICATED AS SHOWN IN THE BILL OF MATERIAL : 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. HARDWARE AND STRUCTURAL STEEL: USE MALLEABLE IRON WASHERS AGAINST WOOD EXCEPT : 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. STEEL HARDWARE SHALL MEET THE REQUIREMENTS OF ASTM GRADE 36. FIELD TREATMENT: ALL CUTS, HOLES, AND ABRASIONS MADE IN LUMBER AFTER TREATMENT SHALL : 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. BACKFILL: BACKFILL THE ABUTMENTS IN ACCORDANCE WITH SECTION 208 TO PREVENT DAMAGE TO : BACKFILL THE ABUTMENTS IN ACCORDANCE WITH SECTION 208 TO PREVENT DAMAGE TO THE TREATED TIMBER, NO ROCK OVER 3" IN DIAMETER SHALL CONTACT THE TIMBER. BITUMINOUS WEAR SURFACE: INSTALL BITUMINOUS WEAR SURFACE ON BRIDGE DECK AS SHOWN ON : INSTALL BITUMINOUS WEAR SURFACE ON BRIDGE DECK AS SHOWN ON THE DRAWINGS AND EXTEND ON EACH APPROACH ROADWAY AS SHOWN. OBJECT MARKERS TYPE 3 SHALL BE 12" X 36" WITH RETRO-REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL SHEET 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 A 4" X 4" X 10'-0" ROUGH SAWN GUARD POST. INSTALL POSTS AT LOCATION AS DIRECTED BY THE COR.
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LUMBER NOTES
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SPECIFICATIONS
AutoCAD SHX Text 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 RETENSIONS (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 BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS", CURRENT EDITION.", CURRENT EDITION.
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
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PLAN INDEX AND SPECIFICATIONS
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SAWTOOTH NATIONAL FOREST
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C. PORTER
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T. STONE
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C. PORTER
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T. STONE
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AutoCAD SHX Text G-079
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SITE PLAN
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SCALE IN FEET
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ABUT 2 STA: 1+68.00 FIN. GRADE ELEV: 1000.00
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ABUT. 1 STA: 1+40.00 FIN. GRADE ELEV: 1000.00
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FRENCHMAN CREEK
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28' SPAN TREATED TIMBER BRIDGE ON TREATED TIMBER ABUTS.
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TYPE 3 OBJECT MARKER ON GUARD POST TYPICAL
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BITUMINOUS WEAR SURFACE STA: 1+10 TO STA: 2+00
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CLASS 4 RIPRAP. SEE DETAIL, SHEET 3
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START CONSTRUCTION STA. 1+10
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END CONSTRUCTION STA. 2+00
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EXISTING SHOULDER OF ROAD
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NEW SHOULDER OF ROAD
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EXISTING SHOULDER OF ROAD
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NEW SHOULDER OF ROAD
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CENTERLINE ROAD PROFILE
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BOTTOM OF SILL ELEV: 989.77
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ABUT. 1 STA: 1+40.00 FIN. GRADE ELEV: 1000.00
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ABUT. 2 STA: 1+68.00 FIN. GRADE ELEV: 1000.00
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BOTTOM OF CHANNEL
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FINISHED ROAD SURFACE
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BITUMINOUS WEAR SURFACE STA: 1+10 TO STA: 2+00
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28' SPAN TREATED TIMBER BRIDGE ON TREATED TIMBER ABUTS.
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CLASS 4 RIPRAP. SEE DETAIL, SHEET 3
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START CONSTRUCTION STA. 1+10
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END CONSTRUCTION STA. 2+00
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FINISHED ROAD SURFACE ELEVATION
AutoCAD SHX Text NOTE: CONTROL POINTS ARE NOT AVAILABLE. NEW BRIDGE SHALL BE INSTALLED CONTROL POINTS ARE NOT AVAILABLE. NEW BRIDGE SHALL BE INSTALLED IN THE EXACT LOCATION AS THE OLD BRIDGE. TOP OF FINISHED SURFACE ELEVATIONS AND BOTTOM OF FOOTING ELEVATIONS SHALL ALSO BE THE SAME AS THE OLD BRIDGE ELEVATIONS. CONTRACTOR SHALL SET OFFSET STAKES WITH ELEVATIONS PRIOR TO THE REMOVAL OF THE EXISTING BRIDGE. STAKING EFFORT SHALL BE APPROVED BY THE COR PRIOR TO EXISTING BRIDGE REMOVAL.
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DRAWING NUMBER
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FOREST SERVICE
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FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
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SITE PLAN AND PROFILE
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SAWTOOTH NATIONAL FOREST
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C. PORTER
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C. PORTER
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ABUTMENT 1 STA
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ELEVATION
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BITUMINOUS WEARING
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SURFACE 4" THICK @
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C/L & 2" THICK @ CURB.
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GLUED-LAMINATED DECK PANELS
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LONGITUDINALLY LAMINATED
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TOTAL 4
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NO SCALE
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SHOULDER
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TYPICAL
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EDGE OF STREAM
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ABUT. 2 STA
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C/L BRIDGE
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SEE DETAIL "A"
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1' DIA. X 12'-0" ROD
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TYPICAL
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DRIVE SPIKE. FIELD DRILL
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1/2" HOLES IN ABUT CAPS
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IN DECK PANELS. FIELD TREAT
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OR EQUAL.
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CURB
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TO CURB
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5/8" DIA X DOME HEAD
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( MAX ) LOCATE FROM HOLES
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PLANK
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SHEET 4
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WITH COPPER NAPHTHENATE
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TYP
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TYP
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8" X 12" X 8'-0" DEADMAN
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FINISH GRADE
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CENTERLINE
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ABUTMENT 1 ABUTMENT 2 ABUTMENT 2
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10 3/4" X 12" X 20'-0" SILL (GLUED-LAMINATED)
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3/4" DIA X 12" DOWEL
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10 3/4" X 12" POST (GLUED-LAMINATED)
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(2) 3/4" DIA. X 20" DOWELS
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10 3/4" X 12" X 16' CAP (GLUED-LAMINATED)
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8" X 8" X 4'-9" POST CLEAT. LEAVE POST CLEAT LOOSE UNTIL DECK IS IN PLACE.
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8" X 8" X 3'-0" POST CLEAT
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3/4" DIA X 25" MACHINE BOLTS WITH MALLEABLE WASHERS, NUTS AGAINST POST.
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3/4" DIA X 25" MACHINE BOLTS WITH MALLEABLE WASHERS, NUTS AGAINST POSTS. TYPICAL
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1" DIA. X 12' DEADMAN ROD
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4 SPACES @ 5'-9" = 23'-0"
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ELEVATION
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3" X 12" BACKING PLANK
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SPACED @ 12" CENT. FASTEN TO
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2.7%%% GRADE
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ELEVATION
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GUARD POST (TYP)
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TYPE 3 OBJECT MARKER
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FINISHED STREAM BED
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ABUTMENT OR WINGWALL
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
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GENERAL PLAN
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SAWTOOTH NATIONAL FOREST
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C. PORTER
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T. STONE
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C. PORTER
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T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-079
AutoCAD SHX Text /s/ Chad Porter PE
DETAIL "A"
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END OF SILL
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WINGWALL ELEVATION VIEW
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WINGWALL END ELEVATION
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ABUTMENT ELEVATION VIEW
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FINISH GRADE @ BRIDGE CENTERLINE
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1/2"DIA X 7"MACHINE
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BOLTS WITH 2 PLATE
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WASHERS (2 BOLTS
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PER PLANK)
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PEEN THREADS TO
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PREVENT LOSS OF NUTS
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3"X 8" WINGSTRIP
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3"X 12" BACKING PLANK
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SPACED @ 12"CENTERS.
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FASTEN TO EACH POST
AutoCAD SHX Text WITH 2-60d NAILS.
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FINISH GRADE @ CENTERLINE BRIDGE
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BACKFILL IN FRONT OF
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WINGWALL TO THIS LINE.
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3/4"DIA X 12"DOWEL
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3/4"DIA.X 25" MACHINE BOLTS
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WITH 2 MALLEABLE WASHERS
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SET BOTTOM PLANK FLUSH WITH
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BOTTOM & TIGHT FIT AGAINST
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ABUTMENT SILL.
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1"DIA.X 12'-0" GALVANIZED ROD.
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1 MALLEABLE WASHER & 2 NUTS
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EACH END
AutoCAD SHX Text No SCALE
AutoCAD SHX Text No SCALE
AutoCAD SHX Text
1/2"DIA.X 7" MACHINE BOLT
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WITH 2 PLATE WASHERS
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END OF 14'-6" BOTTOM BACKING PLANK
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TYPICAL NAILING
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3"X 8" WING NAILING STRIP
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(NOTCHED AS SHOWN)
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A TIGHT FIT BETWEEN WINGWALL
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BACKING PLANK & NAILING STRIP
AutoCAD SHX Text No SCALE
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text 4"
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CENTERLINE ABUTMENT SILL
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3" X 12" X 14'-6" BOTTOM BACKING PLANK
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(ENDS FLUSH WITH EDGE OF POST AS
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SHOWN)
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3/4"DIA.X 12" TIMBER BOLT WITH
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HEAD ON TOP & NO NUT ON BOTTOM.
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CENTERLINE
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WING SILL
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POST
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POST
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POST
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STREAMBED
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STANDARD DRAWING
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NOTE: DRAWINGS ARE PICTORIAL
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AND MAY NOT BE TO SCALE.
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10 3/4" X 12" SILL
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GLUED-LAMINATED
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10 3/4" X 12" POST
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GLUED-LAMINATED
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8 3/4" X 12" POST
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GLUED-LAMINATED
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10 3/4" X 12" WING SILL
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(TYP)
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GLUED-LAMINATED
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FIELD DIMENSION DETERMINED
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AFTER WING SILL IS SET TO PROVIDE
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10 3/4" X 12" X 16'-0" ABUTMENT CAP
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GLUED LAMINATED
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8 3/4" X 12" POST
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GLUED-LAMINATED
AutoCAD SHX Text 10 3/4" X 12"
AutoCAD SHX Text
SILL
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GLUED-LAMINATED
AutoCAD SHX Text 10 3/4" X 12" X 20'-0"
AutoCAD SHX Text
SILL
AutoCAD SHX Text 6"
AutoCAD SHX Text
PLACE TOP BACKING PLANK AFTER
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LAST DECK PANEL IS IN PLACE.
AutoCAD SHX Text 6"
AutoCAD SHX Text
8" X 12" DEADMAN
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8" X 8" X 3'-0" POST CLEAT
AutoCAD SHX Text 10 3/4" X 12" X 7'-1"
AutoCAD SHX Text
ABUTMENT POST
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GLUED-LAMINATED
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ELEV.
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 7 0
AutoCAD SHX Text 989.77
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 7'-8"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 12 1/4"
AutoCAD SHX Text 3/4" DIA. X 36" TIMBER BOLTS AND NUTS36" TIMBER BOLTS AND NUTSTIMBER BOLTS AND NUTS
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6" X 10 3/4" GLUED-LAM. CURB
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4'-0" GLUED-LAMINATED DECK PANELS. SEE SHEET 5 FOR DETAILS.
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CENTERLINE BRIDGE
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DECK CROSS SECTION
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NO SCALE
AutoCAD SHX Text 4"
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BITUMINOUS WEARING
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SURFACE 4" THICK @
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C/L & 2" THICK @ CURB.
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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
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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
FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
AutoCAD SHX Text
STRUCTURAL DETAILS
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SAWTOOTH NATIONAL FOREST
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C. PORTER
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T. STONE
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C. PORTER
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T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-079
AutoCAD SHX Text /s/ Chad Porter PE
C
AutoCAD SHX Text L
AutoCAD SHX Text
TYPICAL ELEVATION VIEW
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TYPICAL DIMENSIONS
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TYP
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LAYOUT PLAN
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GLUED-LAMINATED DECK PANELS
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C/L BRIDGE
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SCALE: NONE
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SCALE: NONE
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1/2" DIA. PRE-DRILLED HOLES FOR
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5/8" DIA. X " DRIVE SPIKES
AutoCAD SHX Text 28'
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AutoCAD SHX Text 6 1/8"
AutoCAD SHX Text 12 1/4"
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FIELD DRILL 3/4" DIA HOLES IN
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DECK STIFFENERS. LOCATE FROM HOLES IN DECK PANELS.
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SEE ATTACHMENT DETAIL FOR FASTENER REQUIREMENTS.
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DECK PANEL STIFFENER
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4 1/2" X 6 3/4" GLU-LAM
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GLU-LAM PANEL
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DOME HEAD TIMBER BOLT
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3/4" DIA. X 18" WITH
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1 MALLEABLE WASHER
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AND LOCK NUT. PEEN
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THREADS AFTER INSTALLATION.
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DECK STIFFENER ATTACHMENT
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FIELD TREAT WITH COPPER NAPTHENATE SOLUTION OR
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EQUIVALENT.
AutoCAD SHX Text 4 1/2" X 6 3/4"
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GLU-LAM
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DECK STIFFENER
AutoCAD SHX Text 12 1/4"
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SCALE: NONE
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DECK PANEL VERTICAL JOINT INTERFACES SHALL BE COATED
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WITH ASPHALT ROOFING CEMENT (ASTM D-2822 TYPE 1)
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ALL EXCESS CEMENT SHALL BE REMOVED.
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text OBJECT MARKERS, TYPE 3 SHALL BE 12" X 36" WITH RETRO-REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL SHEET 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 A 4" X 4" X 10'-0" ROUGH SAWN GUARD POST. INSTALL POSTS AT LOCATION AS DIRECTED BY THE COR. SEE PLAN SEE PLAN VIEW AND ELEVATION VIEW ON SHEET 3.
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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:
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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
FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
AutoCAD SHX Text
DECK PANEL LAYOUT AND TYPICAL SECTIONS
AutoCAD SHX Text
SAWTOOTH NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-079
AutoCAD SHX Text /s/ Chad Porter PE
3/4" X 36" TIMBER BOLTS & NUTS
AutoCAD SHX Text
10 " X 6" GLUED-LAMINATED CURB RAIL34" X 6" GLUED-LAMINATED CURB RAIL
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GLUED-LAMINATED DECK PANEL
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ASPHALT WEARING SURFACE
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10 " X 1'-3" GLUED-LAMINATED CURB BLOCK34" X 1'-3" GLUED-LAMINATED CURB BLOCK
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CURB PLATE. SEE DETAIL THIS SHEET
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15/16" HOLES FOR 3/4" TIMBER BOLTS
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15/16" HOLES FOR 3/4" TIMBER BOLTS
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3/8" STEEL PLATE
CURB BLOCK
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CURB BLOCK
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TRAFFIC FACE
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3/4" GALVANIZED TIMBER BOLTS & NUTS
15/16" HOLES FOR 3/4" TIMBER BOLTS
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15/16" HOLES FOR 3/4" TIMBER BOLTS
AutoCAD SHX Text
CURB RAIL
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CURB RAIL
AutoCAD SHX Text
CURB PLATE. SEE DETAIL THIS SHEET
AutoCAD SHX Text
GLUED-LAMINATED DECK PANEL
AutoCAD SHX Text
FLAT WASHERS (TYP)
AutoCAD SHX Text
CURB PLATE. SEE DETAIL THIS SHEET
AutoCAD SHX Text
TIMBER DECKING
AutoCAD SHX Text
CURB BLOCK
AutoCAD SHX Text
3/4" GALVANIZED TIMBER BOLTS & NUTS
AutoCAD SHX Text
TIMBER CURB CONNECTION DETAIL
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NO SCALE
AutoCAD SHX Text
CURB BLOCK ELEVATION
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NO SCALE
AutoCAD SHX Text
OPTIONAL CURB RAIL SPLICE ELEVATION
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NO SCALE
AutoCAD SHX Text
CURB BLOCK PLAN
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NO SCALE
AutoCAD SHX Text
CURB PLATE PLAN
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
GLUED-LAMINATED CURB
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
15/16" DIA HOLES
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TYPICAL
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6" CHAMFER ON
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CURB BLOCK ENDS
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TOTAL LENGTH
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4 SPACES @ 5'-9" = 23'-0"
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TYP
AutoCAD SHX Text 28'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3'-5"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 5"
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NO SCALE
AutoCAD SHX Text 5"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text
(TYP. OF 4)
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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:
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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
FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
AutoCAD SHX Text
TIMBER CURB DETAILS
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SAWTOOTH NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-079
AutoCAD SHX Text /s/ Chad Porter PE
FIELD DRILL 3/4" HOLES, TOTAL OF 3
AutoCAD SHX Text X
AutoCAD SHX Text 4 1/2"
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text X
AutoCAD SHX Text 6"
AutoCAD SHX Text X
AutoCAD SHX Text 48"
AutoCAD SHX Text X
AutoCAD SHX Text
SPEC.
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AutoCAD SHX Text
2 RH
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2 LH
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OBJECT MARKERS
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TYPE 3
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CORNER DIAGONAL.
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L.O.L. NOT ON CORNER TO
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ENLARGED DETAIL
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(NO TAPER)
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TAPER
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BILL OF HARDWARE
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BILL OF LUMBER
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NET BD. FT.
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NOM. BD. FT.
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3/4"DIA.X 18"
AutoCAD SHX Text
AutoCAD SHX Text 4'-4" 4
AutoCAD SHX Text
AutoCAD SHX Text 4 1/2"
AutoCAD SHX Text 6 3/4"
AutoCAD SHX Text 15'-0" 3
AutoCAD SHX Text 6 3/4"
AutoCAD SHX Text
STIFFENER
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DECK
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 8,834
AutoCAD SHX Text 3,367
AutoCAD SHX Text 7'-6"
AutoCAD SHX Text
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 9'-0" 28*
AutoCAD SHX Text 6'-8" 4
AutoCAD SHX Text 9'-0" 4
AutoCAD SHX Text 3, 4, & 6
AutoCAD SHX Text 3, 4, & 5
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 7'-1"
AutoCAD SHX Text 28'-0"
AutoCAD SHX Text 28'-0"
AutoCAD SHX Text
AutoCAD SHX Text
* S.1.E. TO 10 3/4" ON 4 PLANKS ONLY
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text
5/8" DIA.X 21"
AutoCAD SHX Text F.O.H.C.
AutoCAD SHX Text F.O.H.C.
AutoCAD SHX Text F.O.H.C.
AutoCAD SHX Text F.O.H.C.
AutoCAD SHX Text 12"
AutoCAD SHX Text
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
AutoCAD SHX Text
PANELS
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AutoCAD SHX Text 12 1/4"
AutoCAD SHX Text
POST
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CAP
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SEE SHEETS
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SEE SHEETS
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CURB
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PANELS
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DECK
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TIMBER AITC 117 MOST CURRENT EDITION". WET CONDITION OF USE.
AutoCAD SHX Text GLUED-LAMINATED MEMBERS SHALL CONFORM TO COMBINATION SYMBOL 3 PER "STRUCTURAL GLUED-LAMINATED
AutoCAD SHX Text
CUT POSTS TO EXACT LENGTH WITH SQUARE ENDS
AutoCAD SHX Text 3"
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
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11/16"HOLE
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AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
ABUTMENT
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ABUTMENT
AutoCAD SHX Text
TOTAL GLUED-LAMINATED TREATED TIMBER=
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TOTAL TREATED TIMBER=
AutoCAD SHX Text WINGSTR 123-b ROUGH 3"X8" 4
AutoCAD SHX Text 123-b ROUGH 3"X8" 4
AutoCAD SHX Text
STRIP
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NAILING
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WALL
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WING-
AutoCAD SHX Text 123-b ROUGH 3"X12"
AutoCAD SHX Text
PLANK
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BACKING
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WALL
AutoCAD SHX Text
WING-
AutoCAD SHX Text 123-b ROUGH 3"X12"
AutoCAD SHX Text
PLANK
AutoCAD SHX Text
BACKING
AutoCAD SHX Text
ABUT
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SILL
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WING
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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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FINISH
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ITEM
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INCLUDE APPROXIMATELY 10% EXTRA.
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NOTE:BOLT,NUT,NAIL,& WASHER TOTALS
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AutoCAD SHX Text
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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3/4"DIA.X 36"
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GALVANIZED NAILS
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EACH END. GALVANIZED
AutoCAD SHX Text
EACH END WITH 2 NUTS
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STEEL RODS THREADED 6"
AutoCAD SHX Text
DOWEL PINS
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MALLEABLE WASHERS
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PLATE WASHERS
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DOME HEAD DRIVE SPIKE
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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
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
1 1/4"DIA HOLE
AutoCAD SHX Text
1 PLACE
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
AutoCAD SHX Text
1 1/4" HOLE
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
AND TREATMENT SPECIFICATIONS.
AutoCAD SHX Text
SEE SHEET 1 FOR LUMBER NOTES
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 1'-3"
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 130-b ROUGH 8"X12"
AutoCAD SHX Text
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 11 3/8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4'-9"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
END
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
3/4"HOLES
AutoCAD SHX Text
3/4"HOLES
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
END
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
USE EXTRA CARE TO MATCH HOLES IN POST
AutoCAD SHX Text
3/4"DIA HOLES
AutoCAD SHX Text L
AutoCAD SHX Text C
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 3'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DEADMAN
AutoCAD SHX Text
ABUT
AutoCAD SHX Text
AutoCAD SHX Text 130-b ROUGH 8"X12"
AutoCAD SHX Text
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text
1 1/4" HOLES
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
DEADMAN
AutoCAD SHX Text
WING-
AutoCAD SHX Text
WALL
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
AutoCAD SHX Text
FOR 3/4"DIA. BOLTS
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
1 1/4" HOLES
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
CURB
AutoCAD SHX Text
BLOCKS
AutoCAD SHX Text
RAIL
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text 3, 4, & 6
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text
SEE SHEETS
AutoCAD SHX Text
CURB PLATE
AutoCAD SHX Text 3/8" X 2'-0" X 7"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
11/16"DIA HOLES
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-10"
AutoCAD SHX Text
3 PLACES
AutoCAD SHX Text
3/4" DIA HOLE
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text
WING
AutoCAD SHX Text
POST
AutoCAD SHX Text
BEVEL
AutoCAD SHX Text
1 1/4"DIA HOLE
AutoCAD SHX Text
3/4"DIA HOLES
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
11/16'DIA
AutoCAD SHX Text
HOLE
AutoCAD SHX Text 12"
AutoCAD SHX Text
AutoCAD SHX Text 8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8 3/4"
AutoCAD SHX Text 8 3/4"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3'-10"
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 7'-8"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
3/4"DIA HOLES
AutoCAD SHX Text
TYP
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
AutoCAD SHX Text
SILL
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text
11/16" DIA HOLES
AutoCAD SHX Text
4 PLACES
AutoCAD SHX Text
2 PLACES
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text
BEVEL
AutoCAD SHX Text 10'-0" 4 53
AutoCAD SHX Text
POST
AutoCAD SHX Text
MARKER
AutoCAD SHX Text
OBJECT
AutoCAD SHX Text 124-b ROUGH 4"X4"
AutoCAD SHX Text
AutoCAD SHX Text
1/2"DIA.X 4 1/2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 14'-6"
AutoCAD SHX Text
* S.1.E. TO 10 3/4" ON 2 PLANKS ONLY
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
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
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
FRENCHMAN CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 70195-1.2
AutoCAD SHX Text
BILL OF MATERIALS
AutoCAD SHX Text
SAWTOOTH NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-079
AutoCAD SHX Text /s/ Chad Porter PE
| Sheets and Views |
| G-079 Frenchman Creek-1-Plan Index and Specs |
| G-079 Frenchman Creek-2-Site Plan and Profile |
| G-079 Frenchman Creek-3-General Plan |
| G-079 Frenchman Creek-4-Structural Details |
| G-079 Frenchman Creek-5-Deck Panel Layout & Typ Section |
| G-079 Frenchman Creek-6-Timber Curb Details |
| G-079 Frenchman Creek-7-Bill of Materials |
| 2023-03-31T15:45:33-0600 | |
| CHAD PORTER |
File details come from the government source that posted it. Updated .