Attachment__2_Bridge_Plans.PDF
PDF 4 MB Posted
- Attached to
- Deer Creek Bridge #2 Replacement-Sawtooth NF Federal contract opportunity
- Solicitation number
- 12026119Q0022
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Attachment #2-Plans
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment__3.pdf | ||
| Deer_Creek_Pre-Bid_Q&A.pdf | ||
| Deer_Creek_Sign_in.pdf | ||
| Amendment__2.pdf | ||
| Amendment__1.pdf | ||
| Amendment__1.pdf | ||
| Attachment__1_Specifications.pdf | ||
| Attachment__3_Wage_Decision.pdf | ||
| 19Q0022.pdf | ||
| Attach_4_Workman's_comp_sheet_with_link.pdf |
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Text version
GENERAL NOTES / SPECIFICATIONS
/s/ Chad Porter PE 12/14/2018
Attachment #2-12026119Q0022
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DESIGN LOADINGS: HL-93: HL-93
AutoCAD SHX Text DEER CREEK BRIDGE #2 REPLACEMENT BRIDGE No. 70097-9.3 SAWTOOTH NATIONAL FOREST
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REGIONAL BRIDGE ENGINEER
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FOREST SUPERVISOR
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APPROVED
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DATE
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DATE
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 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.
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BRIDGE PLAN G-047
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SHEET NO. TITLE
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INDEX TO PLANS
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PROJECT DESCRIPTION
AutoCAD SHX Text FABRICATION: ALL BRIDGE MEMBERS SHALL BE FABRICATED AS SHOWN IN THE BILL OF MATERIAL OR ELSEWHERE ON THE : 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 WHERE OTHERWISE NOTED. : 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 BE GIVEN TWO COATS OF : 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 THE TREATED TIMBER, : 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. STRUCTURE EXCAVATION STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 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, IF APPLICABLE, AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 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. 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 COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (AASHTO T99, METHOD C AND AASHTO T310). 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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SPECIFICATIONS & NOTES
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LUMBER NOTES
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 BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS", CURRENT EDITION.", CURRENT EDITION.
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ABUTMENT & WINGWALL DETAILS
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VICINITY MAP & SCHEDULE OF ITEMS
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STRUCTURE LAYOUT, SECTIONS & DETAILS
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RIPRAP & ROAD SECTIONS/DETAILS
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CURB LAYOUT & DETAILS
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DECK PANEL LAYOUT & ELEVATION
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PLAN INDEX & SPECIFICATIONS
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SITE PLAN & PROFILE
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1) INSTALL TIMBER ABUTMENTS AND WINGWALLS 2) INSTALL CLASS 4 RIPRAP INCLUDING GEOTEXTILE FABRIC 3) INSTALL TREATED TIMBER GLUE-LAM PANEL SUPERSTRUCTURE 4) BACKFILL AND CONSTRUCT APPROACHES 5) CONSTRUCT ASPHALT WEAR SURFACE ON BRIDGE AND APPROACHES 6) PLACE AND COMPACT AGGREGATE SURFACING FOR CONNECTION TO EXISTING ROADWAY AND FOR SHOULDER MATERIAL. 7) INSTALL FOUR TYPE 3 OBJECT MARKERS ON GLUE-LAM GUARD POSTS. 8) CLEAN UP SITE.
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BILL OF MATERIALS
AutoCAD SHX Text LOAD RATING: THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING : THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE LOAD RATING SHALL INCLUDE THE INVENTORY AND OPERATING RATING FACTORS FOR THE HL-93 DESIGN VEHICLE. IT SHALL ALSO INCLUDE THE SAFE LOAD CAPACITY IN TONS FOR THE TYPE 3, TYPE 3S2, TYPE 3-3, AND NRL LEGAL VEHICLES.
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DEER CREEK BRIDGE #2 REPLACEMENT
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PLAN INDEX & SPECIFICATIONS
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SAWTOOTH NATIONAL FOREST
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PROJECT
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DRAWING NUMBER
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BONNERS FERRY
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COEUR D'ALENE
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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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BURLEY
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DUBOIS
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ASHTON
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DRIGGS
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SODA SPRINGS
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MALAD
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DEER CREEK
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EXISTING CHANNEL CROSS SECTION
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FINISH GRADE
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EXISTING GROUND ELEVATION
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EXISTING GRADE
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BOTTOM OF FOOTING ELEVATION: 5946.04'
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BOTTOM OF FOOTING ELEVATION: 5944.64'
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CLASS IV RIPRAP SEE DETAIL SHEET 8
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
DEER CREEK BRIDGE #2 REPLACEMENT
AutoCAD SHX Text BRIDGE No. 70097-9.3
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STRUCTURE LAYOUT, SECTIONS & DETAILS
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SAWTOOTH NATIONAL FOREST
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C.PORTER
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B.RICHINS
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B.RICHINS
AutoCAD SHX Text
C.PORTER
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AutoCAD SHX Text
AutoCAD SHX Text G-047
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text
(TO PREVENT LOSS OF NUTS)
AutoCAD SHX Text
16" GLUE-LAM PANEL
AutoCAD SHX Text
NO SCALE
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DECK STIFFENER
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GLUE-LAM
AutoCAD SHX Text 4 1/2" X 6 3/4"
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DECK STIFFENER ATTACHMENT
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THREADS AFTER INSTALLATION.
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AND NUT. PEEN
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1 MALLEABLE WASHER
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3/4" DIA. X 22" WITH
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DOME HEAD TIMBER BOLT
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1/2" DIA. PRE-DRILLED HOLES FOR 5/8" DIA. X 25" DRIVE SPIKES
AutoCAD SHX Text FIELD DRILL 3/4" DIA. HOLES IN DECK STIFFENERS. LOCATE FROM HOLES IN DECK PANELS. SEE ATTACHMENT DETAIL FOR FASTENER REQUIREMENTS. FIELD TREAT WITH COPPER NAPTHENATE SOLUTION OR EQUIVALENT.
AutoCAD SHX Text
NO SCALE
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GLUED-LAMINATED DECK PANELS
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LAYOUT PLAN
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4 1/2" X 6 3/4" GLUE-LAM
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DECK PANEL STIFFENER
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AutoCAD SHX Text C
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NO SCALE
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TYPICAL ELEVATION VIEW
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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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 U
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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
DEER CREEK BRIDGE #2 REPLACEMENT
AutoCAD SHX Text BRIDGE No. 70097-9.3
AutoCAD SHX Text
DECK PANEL LAYOUT & ELEVATION
AutoCAD SHX Text
SAWTOOTH NATIONAL FOREST
AutoCAD SHX Text
C.PORTER
AutoCAD SHX Text
B.RICHINS
AutoCAD SHX Text
B.RICHINS
AutoCAD SHX Text
C.PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-047
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text
ABUTMENT ELEVATION VIEW
AutoCAD SHX Text
ABUTMENT END VIEW
AutoCAD SHX Text
(A1) ELEVATION 5944.64'
AutoCAD SHX Text 8" X 8" X 3'-0"
AutoCAD SHX Text
POST CLEAT
AutoCAD SHX Text
10 3/4" X 12" GLU-LAM
AutoCAD SHX Text
3/4" DIA X 12"
AutoCAD SHX Text
DOWEL 1 EACH POST
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(FINISH GRADE AT CENTERLINE)
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** FIELD DIMENSION DETERMINED AFTER
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WING SILL IS SET TO PROVIDE A TIGHT
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FIT BETWEEN WINGWALL BACKING PLANK
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AND NAILING STRIP.
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TYPICAL NAILING
AutoCAD SHX Text 10 3/4" X 18" X 20'-0"
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GLUED-LAMINATED SILL.
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(NOTCHED AS SHOWN)
AutoCAD SHX Text 3"
AutoCAD SHX Text
NO SCALE
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NO SCALE
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1/2" DIA. X 7" BOLTS
AutoCAD SHX Text 10 3/4" X 18" X 20'-0"
AutoCAD SHX Text
GLUED-LAMINATED SILL.
AutoCAD SHX Text SPECIAL NOTE: ALL PLANKS FOR WINGWALLS AND : ALL PLANKS FOR WINGWALLS AND ABUTMENTS ARE TO BE SET AT 12" CENTERS. GAPS ARE TO BE EXPECTED BETWEEN PLANKS AS MOST PLANKS WILL BE PROVIDED FROM THE MANUFACTURER AT LESS THAN FULL SAWN DIMENSIONS.
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3" X 12" BACKING PLANKS ARE
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SPACED AT 12" CENTERS. FASTEN TO
AutoCAD SHX Text EACH POST WITH (2) 60d NAILS
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3" X 8" WING WALL NAILING STRIP
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10 3/4" X 12" GLUE-LAM
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10 3/4" X 12" X 16'-0" GLUE-LAM
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ABUTMENT CAP
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WITH 2 PLATE WASHERS
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8 3/4" X 12" POST
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GLUED-LAMINATED
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8" X 8" X 3'-0" POST CLEAT
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3/4"DIA.X 25" MACHINE BOLTS WITH 2 MALLEABLE WASHERS
AutoCAD SHX Text
SET BOTTOM PLANK FLUSH WITH BOTTOM & TIGHT FIT AGAINST WINGWALL SILL.
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10 3/4" X 12" SILL GLUED-LAMINATED
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3/4"DIA X 12" DOWEL
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1"DIA.X 12'-0" GALVANIZED ROD. 1 MALLEABLE WASHER & 2 NUTS EACH END
AutoCAD SHX Text 3"X 12" BACKING PLANK SPACED @ 12"CENTERS. FASTEN TO EACH POST WITH 2-60d NAILS.
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3"X 8" WINGSTRIP
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PEEN THREADS TO PREVENT LOSS OF NUTS
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8" X 12" DEADMAN
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TYPICAL WINGWALL END ELEVATION NO SCALE
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text
STREAMBED
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)
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SPACE BACKING PLANKS @ 12" CENTERS.
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BACKFILL IN FRONT OF WINGWALL TO THIS LINE. RIP-RAP AS REQUIRED.
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WINGWALL DETAIL (TYP) NO SCALE
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%%UPOST LENGTH = 8'-9 1/4"
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(A2) ELEVATION 5946.04'
AutoCAD SHX Text 9'-8"
AutoCAD SHX Text 8'-4"
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%%UPOST LENGTH = 8'-9 1/4"
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(A1) ELEVATION 5944.64'
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(A2) ELEVATION 5946.04'
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1" DIA. X 12'-0" GALVANIZED
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ROD. 1 MALLEABLE WASHER &
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2 NUTS EACH END.
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8" X 12" DEAD MAN
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8" X 8" X 5'-2" POST CLEAT. LEAVE POST CLEAT LOOSE UNTIL DECK IS IN PLACE
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PREVENT LOSS OF
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PEEN THREADS TO
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3/4" X 25" MACHINE BOLT
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WITH 2 MALLEABLE WASHERS
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AND NUTS ON THE OUTSIDE
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TYPICAL 5 PLACES ON EACH
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5/8" DIA. DOME HEAD DRIVE SPIKE
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16" X 48" GLUED-LAMINATED TIMBER DECK PANELS. LOCATE AS SHOWN ON SHEETS 4 AND 5.
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10 3/4" X 12" X 16'-0" GLUED-LAMINATED BEARING CAP
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(FINISH GRADE AT CENTERLINE)
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(2) 3/4" DIA. X 3/4" DIA. X 20" DOWELS
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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 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
DEER CREEK BRIDGE #2 REPLACEMENT
AutoCAD SHX Text BRIDGE No. 70097-9.3
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ABUTMENT & WINGWALL DETAILS
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SAWTOOTH NATIONAL FOREST
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C.PORTER
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B.RICHINS
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B.RICHINS
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C.PORTER
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AutoCAD SHX Text
AutoCAD SHX Text G-047
AutoCAD SHX Text /s/ Chad Porter, P.E.
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GLUED-LAMINATED CURB
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15/16" DIA HOLES
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TYPICAL
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6" CHAMFER ON
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CURB RAIL ENDS
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TOTAL LENGTH
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5 SPACES @ 6'-0" = 30'-0"
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TYP
AutoCAD SHX Text 35'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3'-8"
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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3/4" X 40" TIMBER BOLTS & NUTS
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10 3/4" X 6" GLUED-LAMINATED CURB RAIL
AutoCAD SHX Text
GLUED-LAMINATED DECK PANEL
AutoCAD SHX Text
10 3/4" X 15" 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
AutoCAD SHX Text
15/16" HOLES FOR 3/4" TIMBER BOLTS
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CURB RAIL
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CURB RAIL
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CURB PLATE. SEE DETAIL THIS SHEET
AutoCAD SHX Text
GLUED-LAMINATED DECK PANEL
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FLAT WASHERS (TYP)
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CURB PLATE. SEE DETAIL THIS SHEET
AutoCAD SHX Text
TIMBER DECKING
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CURB BLOCK
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3/4" GALVANIZED TIMBER BOLTS & NUTS
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TIMBER CURB CONNECTION DETAIL
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NO SCALE
AutoCAD SHX Text
CURB BLOCK ELEVATION
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NO SCALE
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OPTIONAL CURB RAIL SPLICE ELEVATION
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NO SCALE
AutoCAD SHX Text
CURB BLOCK PLAN
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NO SCALE
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CURB PLATE PLAN
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NO SCALE
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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BY:
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CHECK:
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BY:
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CHECK:
AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
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AutoCAD SHX Text I
AutoCAD SHX Text C
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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
DEER CREEK BRIDGE #2 REPLACEMENT
AutoCAD SHX Text BRIDGE No. 70097-9.3
AutoCAD SHX Text
CURB LAYOUT & DETAILS
AutoCAD SHX Text
SAWTOOTH NATIONAL FOREST
AutoCAD SHX Text
C.PORTER
AutoCAD SHX Text
B.RICHINS
AutoCAD SHX Text
B.RICHINS
AutoCAD SHX Text
C.PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-047
AutoCAD SHX Text /s/ Chad Porter, P.E.
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%%UPAVED SINGLE LANE ROAD
AutoCAD SHX Text ROADWAY EMBANKMENT CONSTRUCTION FOR BOTH ROAD APPROACHES WILL BE PERFORMED BY OTHERS.
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CRUSHED AGGREGATE BASE COURSE (6" COMPACTED DEPTH)
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PROFILE GRADE
AutoCAD SHX Text 1 H:1V12H:1V:1V
AutoCAD SHX Text 2H:1V
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ASPHALT (3" COMPACTED DEPTH)
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%%USINGLE LANE ROAD
AutoCAD SHX Text ROADWAY EMBANKMENT CONSTRUCTION FOR BOTH ROAD APPROACHES WILL BE PERFORMED BY OTHERS.
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CRUSHED AGGREGATE SURFACE COURSE (6" COMPACTED DEPTH)
AutoCAD SHX Text
PROFILE GRADE
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(STA 0+00 TO STA 0+60 AND STA 2+20 TO STA 2+60)
AutoCAD SHX Text
(STA 0+60 TO STA 1+13.50 AND STA 1+48.50 TO STA 2+20)
AutoCAD SHX Text *1%
AutoCAD SHX Text *ROAD CROSS SLOPE VARIES CONSTRUCT SMOOTH TRANSITION FROM -1% SHED RIGHT AT STA 0+00 TO THE TYPICAL 1% SHED LEFT AT STA 0+60.
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 1 H:1V12H:1V:1V
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 1%
AutoCAD SHX Text 1%
AutoCAD SHX Text *1%
AutoCAD SHX Text
CRUSHED AGGREGATE SURFACE COURSE (9" COMPACTED DEPTH)
AutoCAD SHX Text
TYPE 3 OBJECT MARKER
AutoCAD SHX Text
1/2" DIA. X 9" BOLTS WITH 2 PLATE WASHERS
AutoCAD SHX Text 6-3/4"x 7-1/2"x 7'-6" GLUED-LAMINATED TREATED GUARD POST
AutoCAD SHX Text
(NO SCALE)
AutoCAD SHX Text
%%UOBJECT MARKER DETAIL
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*INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER.
AutoCAD SHX Text
R.H. MARKER SHOWN
AutoCAD SHX Text OBJECT MARKERS: TYPE 3 SHALL BE 12" X 36" WITH REFLECTIVE : TYPE 3 SHALL BE 12" X 36" WITH REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE ALUMINUM SHEET. REFLECTIVE STRIPS SHALL BE 3M HIGH INTENSITY PRISMATIC TYPE IV, WITH CLEAR OVERLAY FILM OR EQUAL. MOUNT OBJECT MARKER ON 6-3/4" X 7-1/2" X 7'-6" GLUED-LAMINATED GUARD POST. INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER. SEE BRIDGE LAYOUT ON SHEET 4.
AutoCAD SHX Text
BRIDGE ELEVATION VIEW NO SCALE
AutoCAD SHX Text
ABUTMENT 2 ABUTMENT 1 ABUTMENT 1ABUTMENT 1
AutoCAD SHX Text
5 SPACES @ 6'-0" = 30'-0"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text
4.0%%% GRADE
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GUARD POST (TYP)
AutoCAD SHX Text MACHINE PLACED, CLASS IV RIPRAP, SECTION 705.02 OR AS DETERMINED BY THE C.O. WITH CLASS 1, NONWOVEN TYPE 'A' SEPARATION GEOTEXTILE
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FINISHED CHANNEL BOTTOM - ELEV 5949.22'
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AutoCAD SHX Text
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2'-0" MIN.
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GLUE-LAM SLAB TIMBER BRIDGE SYSTEM
AutoCAD SHX Text
Q2 ELEV=5951.24'
AutoCAD SHX Text
Q100 ELEV=5952.20'
AutoCAD SHX Text
TIMBER ABUTMENT/ WINGWALL
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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
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AutoCAD SHX Text C
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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
DEER CREEK BRIDGE #2 REPLACEMENT
AutoCAD SHX Text BRIDGE No. 70097-9.3
AutoCAD SHX Text
RIPRAP & ROAD SECTIONS/DETAILS
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SAWTOOTH NATIONAL FOREST
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C.PORTER
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B.RICHINS
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B.RICHINS
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C.PORTER
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AutoCAD SHX Text
AutoCAD SHX Text G-047
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
TOP OF ABUT. POST
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DIAGONAL.
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CORNER
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CORNER TO
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L.O.L. NOT ON
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ENLARGED DETAIL
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 3'-3"
AutoCAD SHX Text
1 1/4" HOLE 1 PLACE
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
2 PLACES
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4 PLACES
AutoCAD SHX Text
11/16" DIA HOLES
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3/4" DIA HOLE
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3 PLACES
AutoCAD SHX Text 2'-8 1/2"
AutoCAD SHX Text 5'-10"
AutoCAD SHX Text 8 3/4"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 12"
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CUT POSTS TO EXACT LENGTH WITH SQUARE ENDS
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11/16" HOLES TO MATCH THOSE IN CAP
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AutoCAD SHX Text C
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3/4"HOLES 4 PLACES
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11/16"HOLE
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AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
3/4"DIA HOLES
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11/16"DIA HOLES
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HOLE
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11/16'DIA
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3/4"DIA HOLES
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1 1/4"DIA HOLE
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BEVEL
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BEVEL
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 3'-3"
AutoCAD SHX Text
FIELD DRILL 3/4" HOLES, TOTAL OF 3
AutoCAD SHX Text 7 1/2"
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 4 1/2"
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text X
AutoCAD SHX Text 12"
AutoCAD SHX Text X
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.
AutoCAD SHX Text 1' X 3'
AutoCAD SHX Text
2 RH
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2 LH
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OBJECT MARKERS
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TYPE 3
AutoCAD SHX Text 6 3/4"
AutoCAD SHX Text
POST
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GUARD
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(NO TAPER)
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TAPER
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NET BD. FT.
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NOM. BD. FT.
AutoCAD SHX Text
AutoCAD SHX Text
3/4" DIA. X 22"
AutoCAD SHX Text
AutoCAD SHX Text 4'-8" 4
AutoCAD SHX Text
AutoCAD SHX Text 4 1/2"
AutoCAD SHX Text 6 3/4"
AutoCAD SHX Text 14'-0" 3
AutoCAD SHX Text 6 3/4"
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
DECK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 13,181
AutoCAD SHX Text 3,857
AutoCAD SHX Text 8'-6"
AutoCAD SHX Text
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'-0" 36*
AutoCAD SHX Text 7'-4" 4
AutoCAD SHX Text 10'-0" 4
AutoCAD SHX Text 8'-4"
AutoCAD SHX Text 9'-8"
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text
AutoCAD SHX Text 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 8'-9 1/4"
AutoCAD SHX Text
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 35'-0"
AutoCAD SHX Text 35'-0"
AutoCAD SHX Text
AutoCAD SHX Text
* S.1.E. TO 10 3/4" ON 4 PLANKS ONLY
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text
AutoCAD SHX Text 8 3/4"
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text
5/8" DIA. X 25"
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
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 20'-0"
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 10 3/4"
AutoCAD SHX Text
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
AutoCAD SHX Text
PANELS
AutoCAD SHX Text
AutoCAD SHX Text 16"
AutoCAD SHX Text
POST
AutoCAD SHX Text
SILL
AutoCAD SHX Text
CAP
AutoCAD SHX Text
SEE SHEET
AutoCAD SHX Text
SEE SHEETS
AutoCAD SHX Text
CURB
AutoCAD SHX Text
PANELS
AutoCAD SHX Text
DECK
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
TOTAL GLUED-LAMINATED TREATED TIMBER=
AutoCAD SHX Text
TOTAL TREATED TIMBER=
AutoCAD SHX Text WINGSTR 123-b ROUGH 3"X8" 4
AutoCAD SHX Text
AutoCAD SHX Text 123-b ROUGH 3"X8" 4
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
NAILING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WING-
AutoCAD SHX Text 123-b ROUGH 3"X12"
AutoCAD SHX Text
PLANK
AutoCAD SHX Text
BACKING
AutoCAD SHX Text
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
AutoCAD SHX Text
SILL
AutoCAD SHX Text
WING
AutoCAD SHX Text
POST
AutoCAD SHX Text
WING
AutoCAD SHX Text
BD.FT.
AutoCAD SHX Text
NOM.
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BD.FT.
AutoCAD SHX Text
NET
AutoCAD SHX Text
SKETCH
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SKETCH
AutoCAD SHX Text
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.
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 40"
AutoCAD SHX Text
GALVANIZED NAILS
AutoCAD SHX Text
EACH END. GALVANIZED
AutoCAD SHX Text
EACH END WITH 2 NUTS
AutoCAD SHX Text
STEEL RODS THREADED 6"
AutoCAD SHX Text
DOWEL PINS
AutoCAD SHX Text
MALLEABLE WASHERS
AutoCAD SHX Text
PLATE WASHERS
AutoCAD SHX Text
DOME HEAD DRIVE SPIKE
AutoCAD SHX Text
DOME HEAD
AutoCAD SHX Text
TIMBER BOLTS WITH
AutoCAD SHX Text
MACHINE BOLTS
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
3/4" DIA. X 25"
AutoCAD SHX Text
1/2" DIA. X 9"
AutoCAD SHX Text
1/2" DIA. X 7"
AutoCAD SHX Text
NO.REQ
AutoCAD SHX Text
SIZE
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
AND TREATMENT SPECIFICATIONS.
AutoCAD SHX Text
SEE SHEET 1 FOR LUMBER NOTES
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 5'-2"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text
BOTTOM
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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 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
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
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text
SEE SHEET
AutoCAD SHX Text
CURB PLATE
AutoCAD SHX Text 3/8" X 2'-0" X 7"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 10 3/4"
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text 12"
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 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 7'-6" 4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
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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
DEER CREEK BRIDGE #2 REPLACEMENT
AutoCAD SHX Text BRIDGE No. 70097-9.3
AutoCAD SHX Text
BILL OF MATERIALS
AutoCAD SHX Text
SAWTOOTH NATIONAL FOREST
AutoCAD SHX Text
C.PORTER
AutoCAD SHX Text
B.RICHINS
AutoCAD SHX Text
B.RICHINS
AutoCAD SHX Text
C.PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-047
AutoCAD SHX Text /s/ Chad Porter, P.E.
| Sheets and Views |
| DeerCreekBridgeSawtoothNF-1 Title Sheet & Index |
| DeerCreekBridgeSawtoothNF-2 Vicinity Map |
| DeerCreekBridgeSawtoothNF-3 Site Plan & Profile |
| DeerCreekBridgeSawtoothNF-4 Structure Layout Section & Details |
| DeerCreekBridgeSawtoothNF-5 Deck Panel Layout & Elevation |
| DeerCreekBridgeSawtoothNF-6 Abutment_Wingwall Details |
| DeerCreekBridgeSawtoothNF-7 Curb Layout & Details |
| DeerCreekBridgeSawtoothNF-8 Riprap Detail and Road Sections |
| DeerCreekBridgeSawtoothNF-9 Bill of Materials |
File details come from the government source that posted it.