73018G-042_SWEENEY_CREEK_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
Sweeney 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 | ||
| SweeneySpecs.pdf | ||
| TosiSpecs.pdf | ||
| HalfMoonSpecs.pdf | ||
| G-043_HALF_MOON_LAKE_FINAL.pdf |
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BRIDGER-TETON NATIONAL FOREST
DATE
DATE
DIRECTOR, ENGINEERING
FOREST SUPERVISOR
APPROVED
BRIDGE PLAN G-042
GENERAL NOTES
CONSTRUCTION SPECIFICATIONS
PLAN DIMENSIONS & ELEVATIONS
DESIGN NOTES
DESIGN SPECIFICATIONS
DESIGN
/s/ Chad Porter, PE 06/15/2018
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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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SWEENEY CREEK 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 AND CATTLE GUARD REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE AND CATTLE GUARD 2) INSTALL PRE-CAST CONCRETE FOOTINGS AND WINGWALLS INSTALL PRE-CAST CONCRETE FOOTINGS AND WINGWALLS 3) INSTALL CLASS 4 RIP-RAP W/GEOTEXTILE INSTALL CLASS 4 RIP-RAP W/GEOTEXTILE 4) INSTALL PRE-FABRICATED STEEL SUPERSTRUCTURE INSTALL PRE-FABRICATED STEEL SUPERSTRUCTURE 5) INSTALL CATTLE GUARD INSTALL CATTLE GUARD 6) BACKFILL AND CONSTRUCT APPROACHES BACKFILL AND CONSTRUCT APPROACHES 7) 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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BRIDGER-TETON NATIONAL FOREST
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LOCATION MAP
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SWEENEY CREEK BRIDGE
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BRIDGER-TETON NATIONAL FOREST
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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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AFTON
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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::
SWEENEY CREEK
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BRIDGER-TETON NATIONAL FOREST
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CENTERLINE BRIDGE PROFILE
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FS ROAD 743
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BITUMINOUS WEAR SURFACE STA. 0+60 TO 2+500+60 TO 2+50
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CP3
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ABUT 1 L.O.L. STA 1+30.14
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PRECAST CONCRETE ABUTMENT, TYP (SEE SHEET 6, 7, AND 8 FOR DETAILS)
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C/L BEARING
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1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.
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8 GAUGE STEEL SHEET PILE BULKHEAD
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%%UBRIDGE SECTION DETAILS
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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
SWEENEY CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.9
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STRUCTURE LAYOUT AND DETAILS
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BRIDGER-TETON 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
AutoCAD SHX Text G-042
AutoCAD SHX Text /s/ Chad Porter, P.E.
GRADE BEAM ELEVATION VIEW
NTS
GRADE BEAM PLAN VIEW
NTS
GRADE BEAM SECTION VIEW
NTS
AutoCAD SHX Text
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
SWEENEY CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.9
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GRADE BEAM LAYOUT
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BRIDGER-TETON 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
AutoCAD SHX Text G-042
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"
AutoCAD SHX Text
(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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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
SWEENEY CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.9
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
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-042
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)
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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 AGGREGATED BASE COARSE 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 AGGREGATED SURFACE COARSE 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+20 TO 0+60 AND 2+50 TO 2+80
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STA. 0+60 TO 1+30.14 AND 1+80.14 TO 2+50
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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.
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Q100 ELEV=94.30'
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 COARSE
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PRECAST GRADE BEAM
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Q2 ELEV=92.53'
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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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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
SWEENEY CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.9
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
C. PORTER
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-042
AutoCAD SHX Text /s/ Chad Porter, P.E.
PLATE 6 " X " X FULL LENGTH
AutoCAD SHX Text C
AutoCAD SHX Text L
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6"X6" TIMBER POST
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LENGTH AS REQUIRED
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FOR 3' -0" BURIAL OR
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APPROVED METAL SUBSTITUTE
AutoCAD SHX Text %%uPLAN
AutoCAD SHX Text %%uELEVATION
AutoCAD SHX Text %%uCATTLE GUARD WING DETAIL
AutoCAD SHX Text %%uTYPICAL INSTALLATION DETAIL
AutoCAD SHX Text %%uROLL FORMED RAIL SECTION
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(NOT TO SCALE)
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(NOT TO SCALE)
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COLD FORMED
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HIGH STRENGTH
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STEEL PLATE
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AutoCAD SHX Text
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AutoCAD SHX Text PL 1/4"x 6"x 9"
AutoCAD SHX Text L 2"x 2"x 5/16"x 6'-6" LEFT
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L BOLT
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
L BOLT
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text L 2"x 2"x 5/16"x 6'-6" RIGHT
AutoCAD SHX Text L 1 3/4"x 1 3/4"x 1/4"x 5'-0 1/2"
AutoCAD SHX Text L 1 3/4"x 1 3/4"x 1/4"x 6'-3 3/8"
AutoCAD SHX Text PL 1/4"x 6"x 9"
AutoCAD SHX Text 5/8"x 1 1/4" SLOTTED HOLE
AutoCAD SHX Text
MATERIAL A572 GR. 50
AutoCAD SHX Text GENERAL NOTES DESIGN -A BULKHEAD SHALL BE PROVIDED ALONG BOTH SIDES OF GUARD. -GUARD SHALL PROVIDE A POSITIVE MEANS OF HOLDING SECTIONS TOGETHER WHEN EXTENDING FOR LENGTH. -GUARD TO BE GIVEN 2 COATS OF IRON OXIDE PAINT (COLOR AS SPECIFIED IN THE SCHEDULE OF ITEMS). -ALTERNATVE CATTLE GUARDS MAY BE SUBMITTED FOR "AS EQUAL" APPROVAL BY CONTRACTING OFFICER. DESIGN LOADING: AASHTO HL-93 LOADING. : AASHTO HL-93 LOADING. STRUCTURAL STEEL: ALL STRUCTURAL STEEL EXCEPT RAIL SECTIONS SHALL CONFORM TO AASHTO DESIGNATION M183-70 (ASTM A 36). RAIL SECTIONS SHALL BE : ALL STRUCTURAL STEEL EXCEPT RAIL SECTIONS SHALL CONFORM TO AASHTO DESIGNATION M183-70 (ASTM A 36). RAIL SECTIONS SHALL BE EITHER RORMED SECTIONS MADE FROM HIGH STRENGTH STEEL CONFORMING TO ASTM A 570, GRADE 45 OR BETTER. BOLTS AND PINS SHALL CONFORM TO ASTM DESIGNATION A 307. WELDING AND FABRICATION SHALL BE DONE IN ACCORDANCE WITH SECTION 555 OF THE STANDARD SPECIFICATIONS OR SPECIAL PROJECT SPECIFICATIONS. PRECAST CONCRETE BASE: BASES SHALL BE DESIGNED TO CARRY THE CATTLEGUARD AND HL-93 VEHICLE LOADING, INCLUDE ANCHOR BOLTS AT MAXIMUM SPACING OF : BASES SHALL BE DESIGNED TO CARRY THE CATTLEGUARD AND HL-93 VEHICLE LOADING, INCLUDE ANCHOR BOLTS AT MAXIMUM SPACING OF 24 INCH O.C., AND LIFT HOOKS. THE DIMENSIONS OF THE BASES SHALL BE APPROXIMATELY AS SHOWN ON THE DRAWING. CONTRACTOR SHALL SUBMIT (TO THE CONTRACTING OFFICER FOR APPROVAL) FULLY DIMENSIONED FABRICATION AND CONSTRUCTION DRAWINGS FOR THE PRECAST BASES AND INCLUDE REINFORCING STEEL, ANCHOR BOLT, AND CONCRETE MATERIAL REQUIREMENTS. ANCHOR BOLTS: SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO DESIGNATION M 111 (ASTM A 123). OBJECT MARKER SIGNS: SHALL BE TYPE AND NUMBER SHOWN IN SCHEDULE OF ITEMS.
AutoCAD SHX Text 3/4"x 10" ANCHOR BOLT
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CLIP LEG OF ANGLE TYPICAL THIS AREA
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5" X 1/4" PREFORMED BITUMINOUS JOINT FILLER FULL LENGTH OF CATTLE GUARD.
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9/16" HOLES FOR 1/2" MACHINE BOLTS
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9/16" HOLE
AutoCAD SHX Text L 1 3/4"x 1 3/4"x 1/4"x 2'-7"
AutoCAD SHX Text
3' MIN
AutoCAD SHX Text C 8x11.5 x 7'-9" "A1"
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ROLL FORMED RAIL
AutoCAD SHX Text PL 1/4"x 8"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
(5) 13/16"%%C HOLES
AutoCAD SHX Text W 8x18 A572 GR. 50
AutoCAD SHX Text PL 1/4"x 8"
AutoCAD SHX Text
ROLL FORMED RAIL
AutoCAD SHX Text C 8x11.5 "A1"
AutoCAD SHX Text
TYPE 3 OBJECT MARKER. SEE DETAIL, SHEET 8.
AutoCAD SHX Text 13/16" x 1"SLOT
AutoCAD SHX Text 13/16" x 1"SLOT
AutoCAD SHX Text
ROLL FORMED RAIL
AutoCAD SHX Text PL 1/4"x 8" "C1"
AutoCAD SHX Text
WELDED STEEL WING
AutoCAD SHX Text W 8x18 A572 GR. 50
AutoCAD SHX Text C 8x11.5
AutoCAD SHX Text C 8X11.5
AutoCAD SHX Text
PRECAST CONCRETE BASE
AutoCAD SHX Text BOLT SECTIONS TOGETHER TO INCREASE WIDTH. USE MACHINE BOLTS EQUALLY SPACED WITH END BOLTS 9" FROM ENDS OF CHANNELS.
AutoCAD SHX Text
PRECAST CONCRETE BASE
AutoCAD SHX Text L 1 3/4"x 1 3/4"x 1/4"x 3'-10"
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TYPE 3 OBJECT MARKER @ EACH CORNER. SEE DETAIL, SHEET 8.
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SPACING OF 1 1/8" HOLES FOR 1" DIA. ANCHOR PINS.
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(NOT TO SCALE)
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(NOT TO SCALE)
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(NOT TO SCALE)
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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BY:
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CHECK:
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BY:
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AutoCAD SHX Text APPROVED:%%u %%u DATE %%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
SWEENEY CREEK BRIDGE
AutoCAD SHX Text BRIDGE No. 370743-0.9
AutoCAD SHX Text
CATTLE GUARD DETAILS
AutoCAD SHX Text
BRIDGER-TETON 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-042
AutoCAD SHX Text /s/ Chad Porter, P.E.
| Sheets and Views |
| G-042 Sweeney Creek-1-Plan Index and Specifications |
| G-042 Sweeney Creek-2-Vicinity Map |
| G-042 Sweeney Creek-3 Specs & Schedule |
| G-042 Sweeney Creek-4-Site Plan & Road Profile |
| G-042 Sweeney Creek-5 Structure Layout & Details |
| G-042 Sweeney Creek-6 Grade Beam Layout |
| G-042 Sweeney Creek-7 Optional Grade Beam Splice Details |
| G-042 Sweeney Creek-8 Road & Abutment Details |
| G-042 Sweeney Creek-9 Cattle Guard Details |
File details come from the government source that posted it.