G-043_HALF_MOON_LAKE_FINAL.pdf
PDF 2 MB Posted
- Attached to
- Half Moon, Tosi and Sweeney Creek Bridge Replacements Project on the Bridger-Teton National Forest
- Solicitation number
- 1202NV18R0016
About this file
Half Moon Bridge Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| BTNF-Food-Storage-Order.pdf | ||
| 1202NV18R0016_Amendment_01.pdf | ||
| Solicitation.pdf | ||
| G-044_TOSI_CREEK_BRIDGE_REPLACEMENT_FINAL.pdf | ||
| 73018G-042_SWEENEY_CREEK_FINAL.pdf | ||
| SweeneySpecs.pdf | ||
| TosiSpecs.pdf | ||
| HalfMoonSpecs.pdf |
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BRIDGER-TETON NATIONAL FOREST
DATE
DATE
DIRECTOR, ENGINEERING
FOREST SUPERVISOR
APPROVED
BRIDGE PLAN G-043
GENERAL NOTES
CONSTRUCTION SPECIFICATIONS
PLAN DIMENSIONS & ELEVATIONS
DESIGN NOTES
DESIGN SPECIFICATIONS
DESIGN
/s/ Chad Porter, PE 06/23/2018
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INDEX TO PLANS
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SHEET NO. TITLE
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PLAN INDEX AND SPECIFICATIONS
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VICINITY MAP
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STRUCTURE LAYOUT AND DETAILS
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OPTIONAL GRADE BEAM SPLICE DETAILS
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HALF MOON LAKE BRIDGE REPLACEMENT
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SPECIFICATIONS AND SCHEDULE OF ITEMS
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ROAD AND ABUTMENT DETAILS
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AutoCAD SHX Text MATERIALS, CONSTRUCTION & WORKMANSHIP SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.
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DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800
AutoCAD SHX Text DESIGN: 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 DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION.
AutoCAD SHX Text ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE DRAWINGS. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND A.A.S.H.T.O. SPECIFICATIONS
AutoCAD SHX Text REINFORCED CONCRETE: CLASS A(AE) f'c = 4000 psi min : CLASS A(AE) f'c = 4000 psi min REINFORCING STEEL: ASTM A615 GRADE 60 ASTM A615 GRADE 60 STEEL SUPERSTRUCTURE: WEATHER A588 STEEL GIRDERS.: WEATHER A588 STEEL GIRDERS.
AutoCAD SHX Text PROJECT DESCRIPTION 1) REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE 2) INSTALL PRECAST CONCRETE FOOTINGS AND WINGWALLS INSTALL PRECAST CONCRETE FOOTINGS AND WINGWALLS 3) INSTALL CLASS 4 RIPRAP W/GEOTEXTILE INSTALL CLASS 4 RIPRAP W/GEOTEXTILE 4) INSTALL PREFABRICATED STEEL SUPERSTRUCTURE INSTALL PREFABRICATED STEEL SUPERSTRUCTURE 5) BACKFILL AND CONSTRUCT APPROACHES BACKFILL AND CONSTRUCT APPROACHES 6) CONSTRUCT 3" BITUMINOUS WEAR SURFACE ON BRIDGE AND APPROACHESCONSTRUCT 3" BITUMINOUS WEAR SURFACE ON BRIDGE AND APPROACHES
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SITE PLAN & ROAD PROFILE
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LOCATION MAP
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BUFFALO
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BIG PINEY
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CHEYENNE
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LARAMIE
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CASPER
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SHERIDAN
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CODY
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MORAN JCT.
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JACKSON
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PINEDALE
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AFTON
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EVANSTON
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GREEN RIVER
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BRIDGER-TETON NATIONAL FOREST
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AutoCAD SHX Text NOTES: : DESIGN SPECIFICATIONS 1. CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING OF THE HL-93 DESIGN LOAD AND THE TYPE 3, 3S2, CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING OF THE HL-93 DESIGN LOAD AND THE TYPE 3, 3S2, 3-3, AND NRL LEGAL VEHICLES IN ACCORDANCE WITH AASHTO MANUAL FOR BRIDGE EVALUATION. 2. STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. 3. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). ELASTOMERIC BEARING PADS 1. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. CONCRETE 1. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH". CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH". 2. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 3. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. STRUCTURE EXCAVATION 1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, METHODS TO REMOVE THE EXISTING BRIDGE AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS 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 1. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL BE PLACED AND BE COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (AASHTO T99, METHOD C AND AASHTO T310). ROADWAY EMBANKMENT 1. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE 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 CONTRACT SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND 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 AND THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE CO FOR DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND 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.
SCHEDULE OF ITEMS::
FINISHED ROAD SURFACE
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE AND ABUTMENTS AND INSTALL NEW 16' X 40' PREFABRICATED MODULAR STEEL BRIDGE ON PRECAST CONCRETE FOOTINGS
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CLASS IV RIPRAP (TYP), SEE DETAIL SHEET 8
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EXISTING GROUND SURFACE
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EXISTING GRADE ELEVATION
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FINISHED GRADE ELEVATION
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SURVEYOR CREEK
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ROAD 743
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BITUMINOUS WEAR SURFACE STA 0+40 TO 2+20
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EXISTING EDGE OF ROAD
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GIRDERS, ASTM A-588
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A588 STEEL GIRDER
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SEE NOTE SHEET 1
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FIELD WELD
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
HALF MOON LAKE BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.5
AutoCAD SHX Text
STRUCTURE LAYOUT AND DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
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C. PORTER
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T. STONE
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T. STONE
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C. PORTER
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AutoCAD SHX Text
AutoCAD SHX Text G-043
AutoCAD SHX Text /s/ Chad Porter, P.E.
GRADE BEAM ELEVATION VIEW
NTS
GRADE BEAM PLAN VIEW
NTS
GRADE BEAM SECTION VIEW
NTS
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C/L ROADWAY C/L STRUCTURE
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ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATE (SEE SHEET 5 FOR DETAILS)
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C/L BRG.
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C/L ROADWAY C/L STRUCTURE
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PRECAST CONCRETE GRADE BEAM
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C/L BRG.
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#4 HOOPS SEE GRADE BEAM ELEVATION VIEW FOR SPACING
AutoCAD SHX Text 27"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 14 "12"
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PRECAST CONCRETE GRADE BEAM
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SEE GRADE BEAM SECTION VIEW
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#4 HOOPS
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(1) #4 EACH FACE
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(4) #8 TOP AND BOTTOM
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#8 TOP AND BOTTOM
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#4 HOOPS
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(1) #4 EACH FACE
AutoCAD SHX Text 6" WIDE X 3/4" THICK STEEL WELD PLATE RUNNING THE LENGTH OF THE FOOTING AND EMBEDDED INTO THE FOOTING WITH STEEL STRAPS. MANUFACTURER SHALL SHOW DETAILS IN SHOP DRAWINGS.
AutoCAD SHX Text 6" WIDE X 3/4" THICK STEEL WELD PLATE RUNNING THE LENGTH OF THE FOOTING AND EMBEDDED INTO THE FOOTING WITH STEEL STRAPS. MANUFACTURER SHALL SHOW DETAILS IN SHOP DRAWINGS.
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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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BY:
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AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
HALF MOON LAKE BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.5
AutoCAD SHX Text
GRADE BEAM LAYOUT
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
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T. STONE
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T. STONE
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C. PORTER
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AutoCAD SHX Text
AutoCAD SHX Text G-043
AutoCAD SHX Text /s/ Chad Porter, P.E.
OPTIONAL GRADE BEAM SPLICE DETAILS NTS
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ELEVATION
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BOTTOM OF GRADE BEAM SEGMENT
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BOTTOM OF GRADE BEAM SEGMENT
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BOTTOM OF GRADE BEAM SEGMENT
AutoCAD SHX Text BAR 3"x "x10"38"x10"
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AutoCAD SHX Text 34" x 2" BOLTS (A325)W/ " x 1 " VERTICAL 78" x 1 " VERTICAL 12" VERTICAL SLOTS IN FLANGES, TYP.
AutoCAD SHX Text P/L "x16" x 38"x16" x 1'-0" WITH " 78" HOLES
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PLAN SECTION
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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(4) " X 6" 12" X 6"HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING TYP. EACH ANGLE
AutoCAD SHX Text L3x3x x 1'-0", 38 x 1'-0", TYP.
AutoCAD SHX Text WT 8x20x1'-1"
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(4) x 6" 12 x 6"HEADED CONCRETE ANCHORS @ 4" VERT. SPACING
AutoCAD SHX Text 34" x 6" HILTI HAS-EROD OR APPROVED EQUAL. EMBED 3 " AND 12" AND SECURE WITH EPOXY SYSTEM.
AutoCAD SHX Text L3x3x x 38 x 1'-0", TYP.
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ELEVATION
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PLAN SECTION
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ELEVATION
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PLAN SECTION
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FIELD WELD ALTERNATIVE
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FIELD BOLT ALTERNATIVE
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POST-INSTALLED ANCHOR ALTERNATIVE
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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BY:
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
HALF MOON LAKE BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.5
AutoCAD SHX Text
OPTIONAL GRADE BEAM SPLICE DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-043
AutoCAD SHX Text /s/ Chad Porter, P.E.
ABUTMENT ELEVATION DETAIL
NTS
BRIDGE ELEVATION DETAIL
NTS
AutoCAD SHX Text
PRECAST CONCRETE GRADE BEAM (SEE SHEETS 6 AND 7 FOR DETAILS)
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6-INCH DEPTH CRUSHED AGGREGATE LEVELING COURSE
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GUARDRAIL ASSEMBLY (SEE SHEET 5 FOR DETAILS)
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CORRUGATED STEEL BRIDGE DECK (SEE SHEET 5 FOR DETAILS)
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BITUMINOUS WEAR SURFACE 4" THICK @ CL BRIDGE & 2" THICK @ EDGE OF DECK
AutoCAD SHX Text 8 GAUGE STEEL SHEET PILE BULKHEAD WITH COLD TAR EPOXY (BLACK) COATING (SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL), ATTACHMENT TO GIRDER BY SUPERSTRUCTURE DESIGN (SEE DESIGN SPECIFICATIONS ON SHEET 3)
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
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%%UPAVED SINGLE LANE ROAD
AutoCAD SHX Text ROADWAY EMBANKMENT SHALL BE SUITABLE STRUCTURAL EXCAVATION OR FROM AN APPROVED BORROW SOURCE.
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CRUSHED AGGREGATE BASE COURSE 6" COMPACTED DEPTH
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PROFILE GRADE
AutoCAD SHX Text 1 :112:1
AutoCAD SHX Text 1 :112:1
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 1 :112:1
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BITUMINOUS SURFACING 3" COMPACTED DEPTH
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%%USINGLE LANE ROAD
AutoCAD SHX Text ROADWAY EMBANKMENT FROM SUITABLE STRUCTURAL EXCAVATION OR FROM AN APPROVED BORROW SOURCE.
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CRUSHED AGGREGATE SURFACE COURSE 6" COMPACTED DEPTH
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PROFILE GRADE
AutoCAD SHX Text 1 :112:1
AutoCAD SHX Text 1 :112:1
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 1 :112:1
AutoCAD SHX Text
STA. 0+10 TO 0+40 AND 2+20 TO 2+60
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STA. 0+40 TO 1+10.46 AND 1+50.46 TO 2+20
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INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER.
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GRADE, 2200 SERIES H2-R OR H2-L" OR EQUAL.
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SHALL BE "3M SCOTCHLITE REFLECTIVE SHEETING, ENGINEER
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STEEL OR 14 GAGE ALUMINIUM SHEET. REFLECTIVE STRIPS
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REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED
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OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH
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TYPE 3 OBJECT MARKER
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12" DIA. X 9" BOLTS W/2 PLATE WASHERS
AutoCAD SHX Text 6-3/4"x 7-1/2"x 7'-6" GLUED-LAMINATED TREATED GUARD POST
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(NO SCALE)
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OBJECT MARKER DETAIL
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*INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER .
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R.H. MARKER SHOWN
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SEE BRIDGE LAYOUT DETAIL ON SHEET 5.
AutoCAD SHX Text MACHINE PLACED, CLASS IV RIPRAP, SECTION 705.02 OR AS DETERMINED BY THE C.O. WITH TYPE IV-A GEOTEXTILE
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PROPOSED CHANNEL BOTTOM ±
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AutoCAD SHX Text 1.5
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2'-0" MIN.
AutoCAD SHX Text 6"
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6" DEPTH CRUSHED AGGREGATE LEVELING COURSE
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PRECAST GRADE BEAM
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PREFABRICATED MODULAR BRIDGE SYSTEM
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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
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AutoCAD SHX Text F
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AutoCAD SHX Text G
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AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
HALF MOON LAKE BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.5
AutoCAD SHX Text
ROAD AND ABUTMENT DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-043
AutoCAD SHX Text /s/ Chad Porter, P.E.
| Sheets and Views |
| G-043 Half Moon-1-Plan Index and Specifications |
| G-043 Half Moon-2-Vicinity Map |
| G-043 Half Moon-3 Specs & Schedule |
| G-043 Half Moon-4-Site Plan & Road Profile |
| G-043 Half Moon-5 Structure Layout & Details |
| G-043 Half Moon-6 Grade Beam Layout |
| G-043 Half Moon-7 Optional Grade Beam Splice Details |
| G-043 Half Moon-8 Road & Abutment Details |
File details come from the government source that posted it.