G-044_TOSI_CREEK_BRIDGE_REPLACEMENT_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
Tosi Bridge Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| BTNF-Food-Storage-Order.pdf | ||
| 1202NV18R0016_Amendment_01.pdf | ||
| Solicitation.pdf | ||
| 73018G-042_SWEENEY_CREEK_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-044
/s/ Chad Porter, PE 7/1/2018
GENERAL NOTES
CONSTRUCTION SPECIFICATIONS
PLAN DIMENSIONS & ELEVATIONS
DESIGN NOTES
DESIGN SPECIFICATIONS
DESIGN
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TOSI CREEK BRIDGE REPLACEMENT
AutoCAD SHX Text PROJECT DESCRIPTION 1) INSTALL CAST-IN-PLACE CONCRETE ABUTMENTS INSTALL CAST-IN-PLACE CONCRETE ABUTMENTS 2) 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) RE-ALIGN ROAD AND CONSTRUCT NEW APPROACHES TO BRIDGE RE-ALIGN ROAD AND CONSTRUCT NEW APPROACHES TO BRIDGE 6) INSTALL 3" BITUMINOUS WEAR SURFACE ON BRIDGE AND APPROACHES INSTALL 3" BITUMINOUS WEAR SURFACE ON BRIDGE AND APPROACHES 7) REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE 8) REMOVE EXISTING ROAD AND RESTORE TO ITS NATURAL CONDITION REMOVE EXISTING ROAD AND RESTORE TO ITS NATURAL CONDITION 9) RECONSTRUCT CHANNEL AT EXISTING BRIDGE SITE TO MATCH NATIVE CHANNELRECONSTRUCT CHANNEL AT EXISTING BRIDGE SITE TO MATCH NATIVE CHANNEL
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INDEX TO PLANS
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SHEET NO. TITLE
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TITLE SHEET
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SITE PLAN & ROAD PROFILE 2
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ABUTMENT DETAILS
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SPECIFICATIONS AND SCHEDULE OF ITEMS
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ROAD, CHANNEL, 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.
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SITE PLAN & ROAD PROFILE 1
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STRUCTURE LAYOUT AND DETAILS
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BRIDGE RAILING LAYOUT
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APPROACH RAILING DETAILS
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BRIDGER-TETON NATIONAL FOREST
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C. PORTER
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BRIDGER-TETON NATIONAL FOREST
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C. PORTER
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J. DODDS
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BUFFALO
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BRIDGER-TETON NATIONAL FOREST
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AutoCAD SHX Text NOTES: : DESIGN SPECIFICATIONS 1. SUPERSTRUCTURE DESIGN CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING FOR THE HL-93 DESIGN LOAD AND SUPERSTRUCTURE DESIGN CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING FOR THE HL-93 DESIGN LOAD AND THE SAFE LOAD CAPACITY FOR THE TYPE 3, TYPE 3S2, TYPE 3-3 AND NRL LEGAL VEHICLES IN ACCORDANCE WITH AASHTO MANUAL FOR BRIDGE EVALUATION. HYDROLOGY & HYDRAULICS 1. THIS STRUCTURE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH 3 FEET OF MINIMUM FREEBOARD. THIS STRUCTURE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH 3 FEET OF MINIMUM FREEBOARD. 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 AND 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 IN THESE PLANS 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 IMPORTED COMMERCIAL MATERIAL. USE IMPORTED COMMERCIAL MATERIAL. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT 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 STORM WATER POLLUTION PREVENTION 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. 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 CO FOR APPROVAL 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. UTILITIES 1. IF UTILITIES MUST BE REPLACED THEN IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY COMPANY PRIOR TO THE START OF IF UTILITIES MUST BE REPLACED THEN IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY COMPANY PRIOR TO THE START OF WORK TO HAVE THE LOCATION MARKED, LINE MOVED IF NECESSARY, AND TO PROTECT THE LINE FROM DAMAGE DURING CONSTRUCTION. CONSTRUCTION 1. CONTRACTOR SHALL MINIMIZE ANY IMPACT OF EQUIPMENT AND MATERIALS TO THE CHANNEL DURING ALL STAGES OF CONSTRUCTION. THE CONTRACTOR SHALL MINIMIZE ANY IMPACT OF EQUIPMENT AND MATERIALS TO THE CHANNEL DURING ALL STAGES OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A PLAN TO THE FOREST SERVICE 30 DAYS PRIOR TO CONSTRUCTION DETAILING METHODS TO MINIMIZE IMPACT.
SCHEDULE OF ITEMS
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GIRDERS, ASTM A-588
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WEATHERING STEEL
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AutoCAD SHX Text DOUBLE THICK 12 GA. WEATHERING W-BEAM TYPICAL W/REFLECTOR TABS (2-SIDED CRYSTAL) @ ALTERNATE POSTS
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BITUMINOUS WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.
AutoCAD SHX Text
CAST-IN-PLACE CONCRETE ABUTMENT
AutoCAD SHX Text
RAIL POST
AutoCAD SHX Text
%%UBRIDGE SECTION DETAILS
AutoCAD SHX Text
SEE NOTE SHEET 1
AutoCAD SHX Text
BITUMINOUS WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.
AutoCAD SHX Text
CROWNED ASPHALT WEARING SURFACE, 4" @ CENTER AND 2" AT EDGES OF DECK.
AutoCAD SHX Text
C/L BRIDGE
AutoCAD SHX Text
1" X 7" X 1'-10" STEEL BEARING PLATE
AutoCAD SHX Text
1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.
AutoCAD SHX Text 1 1/4" DIA. X 17" ANCHOR BOLTS WITH PLATE WASHERS & NUTS. TYPICAL 2 PLACES PER BEARING DEVICE
AutoCAD SHX Text
ABUT. L.O.L.
AutoCAD SHX Text
AGGREGATE BASE COURSE
AutoCAD SHX Text
END ANGLE
AutoCAD SHX Text
CENTERLINE BEARINGS
AutoCAD SHX Text
1 1/4" DIA. X 17" ANCHOR BOLT W/2 NUTS AND WASHER
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
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DESIGN
AutoCAD SHX Text
DRAWING
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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
TOSI CREEK BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 370600-3.6
AutoCAD SHX Text
STRUCTURE LAYOUT AND DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-044
AutoCAD SHX Text /s/ Chad Porter, PE
AutoCAD SHX Text 7/1/2018
AutoCAD SHX Text
BRIDGE LAYOUT
AutoCAD SHX Text
ABUT 1 L.O.L. STA 3+13.48
AutoCAD SHX Text
C/L BRIDGE = C/L CONST.
AutoCAD SHX Text
A588 DIAPHRAGM
AutoCAD SHX Text
GALVANIZED BRIDGE DECK
AutoCAD SHX Text
4 1/4" X 7 GAGE
AutoCAD SHX Text
METAL BEAM GUARDRAIL A588 (TYPICAL) SEE SHEETS 9 & 10
AutoCAD SHX Text
ABUT 2 L.O.L. STA 3+93.48
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SEE 1 SHEET 1
AutoCAD SHX Text
CAST-IN-PLACE CONCRETE ABUTMENT. SEE DETAILS, SHEET 7.
AutoCAD SHX Text
BRIDGE RAIL SEE DETAIL
NOTE: EXACT BRIDGE SIZES AND DIMENSIONS SHALL BE PROVIDED IN MANUFACTURER'S SHOP DRAWINGS. REVIEW AND FINAL ACCEPTANCE BY COR.
L
8"
AutoCAD SHX Text
-COORDINATE WITH SUPERSTRUCTURE DESIGN
AutoCAD SHX Text
"AMERIDRAIN TOTAL DRAIN SYSTEM"
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
SEE DETAIL "E"
AutoCAD SHX Text
FULL WIDTH OF BRIDGE
AutoCAD SHX Text
BITUMINOUS WEAR SURFACE
AutoCAD SHX Text
FOR BACKWALL HEIGHT SEE NOTE
AutoCAD SHX Text L8"X 4" X 1/2"X 24'-0"
AutoCAD SHX Text
ANCHOR BOLT
AutoCAD SHX Text
1 1/4" DIA. X 17"
AutoCAD SHX Text
BEARING PAD. 60 DURO.
AutoCAD SHX Text
1"X 7" ELASTOMERIC
AutoCAD SHX Text
1"X 7"X 1'-10" BEARING PLATE
AutoCAD SHX Text #4 @ 12
AutoCAD SHX Text
3" CLR
AutoCAD SHX Text #10 @ 12
AutoCAD SHX Text
#8 REBAR @ 12"
AutoCAD SHX Text #4 @ 12
AutoCAD SHX Text
#8 CONT. TOT 12
AutoCAD SHX Text
ABUT L.O.L.
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text #8 @ 18
AutoCAD SHX Text
#4 CONT. TOTAL 6
AutoCAD SHX Text
BY THE COR.
AutoCAD SHX Text
DETERMINED IN THE FIELD
AutoCAD SHX Text
ABUT. LOCATION TO BE
AutoCAD SHX Text
4" DIA DRAIN TOT 2 PER
AutoCAD SHX Text
ABUT L.O.L.
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
#8 HORIZ @ 18
AutoCAD SHX Text
ELEVATION 89.37
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text #10 @ 12
AutoCAD SHX Text
"AMERIDRAIN TOTAL DRAIN SYSTEM"
AutoCAD SHX Text
EXPOSED CORNERS
AutoCAD SHX Text
TYPICAL ALL
AutoCAD SHX Text
3/4" CHAMFER
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text #8 X @ 21
AutoCAD SHX Text
#5 CONT. TOT 12
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
WINGWALL L.O.L.
AutoCAD SHX Text
ELEV: 89.37 (TYP)
AutoCAD SHX Text #8 @ 21
AutoCAD SHX Text
#8 VERT @ 12
AutoCAD SHX Text
#4 HORIZ @18
AutoCAD SHX Text
#5 TOTAL 2
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
#4 HORIZ @ 18
AutoCAD SHX Text #8 @ 12
AutoCAD SHX Text
WINGWALL L.O.L.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
C GIRDER
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
DETAIL "E"
AutoCAD SHX Text
BEARING PLATE
AutoCAD SHX Text 1"X 7"X 1'-10"
AutoCAD SHX Text
ABUT 2.
AutoCAD SHX Text
FOR FIXED END
AutoCAD SHX Text
1 1/2" DIA. HOLES
AutoCAD SHX Text
END ABUT 1.
AutoCAD SHX Text
SLOTS FOR EXPANSION
AutoCAD SHX Text
1 1/2" DIA. X 3"
AutoCAD SHX Text
A588 STEEL GIRDER
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
DETAIL "D"
AutoCAD SHX Text
THRU WEAKENED JOINT
AutoCAD SHX Text
WITH 2-3/4" CHAMFER STRIPS.
AutoCAD SHX Text
OR EQUAL, FULL HEIGHT'
AutoCAD SHX Text
1/8" X 1 1/2" MASONITE
AutoCAD SHX Text
REINFORCEMENT STEEL CONT.
AutoCAD SHX Text
FRONT FACE OF WALL
AutoCAD SHX Text
BACK FACE OF WALL
AutoCAD SHX Text
ELEV: 89.37
AutoCAD SHX Text
TYP. BOTH ABUTS.
AutoCAD SHX Text
ANCHOR BOLTS
AutoCAD SHX Text
1 1/4" DIA. X 17"
AutoCAD SHX Text
#10 VERT @ 12
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text W.W.L.O.L.
AutoCAD SHX Text
2'-0" MEASURE ALONG
AutoCAD SHX Text
DETAIL "D"
AutoCAD SHX Text
DETAIL "D"
AutoCAD SHX Text W.W.L.O.L.
AutoCAD SHX Text
MEASURE @
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
TOT 2 PER ABUT
AutoCAD SHX Text
4" DIA DRAINS
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text #8 @ 18
AutoCAD SHX Text
ELEVATION VIEW ABUTMENT
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text #8 @ 18
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text #10 @ 12
AutoCAD SHX Text
TYP
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text
TYP
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text W.W.
AutoCAD SHX Text
ABUT 2 L.O.L. STA 3+93.48
AutoCAD SHX Text
ABUT 1 L.O.L. STA 3+13.48
AutoCAD SHX Text
ABUTMENT L.O.L.
AutoCAD SHX Text L.O.L.
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
PLAN VIEW - ABUTMENT
AutoCAD SHX Text
WINGWALL L.O.L.
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text
"TOTAL DRAIN SYSTEM".
AutoCAD SHX Text
BACKFACE OF ALL WINGWALLS AND ABUTMENTS FOR A
AutoCAD SHX Text
WITH THE MANUFACTURERS' RECOMMENDATIONS ON THE
AutoCAD SHX Text
CORPORATION OR EQUAL. INSTALL IN ACCORDANCE
AutoCAD SHX Text
MANUFACTURED BY A.W.D. AMERICAN WICK DRAIN
AutoCAD SHX Text
"AMERIDRAIN" PREFABRICATED SHEET DRAIN AS
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text PLATE SHALL BRIDGE WEEP HOLE DRAIN. CUT BACK OF BLACK PLASTIC ON SHEET DRAIN TO MATCH SIZE OF WEEP HOLE. DO NOT CUT FILTER FABRIC.
AutoCAD SHX Text
1" ELASTOMERIC BEARING PAD 60 DURO. (TYP) (1" X 7" X 1'-10") SEE DETAIL "C"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U.S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
TOSI CREEK BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 370600-3.6
AutoCAD SHX Text
ABUTMENT DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-044
AutoCAD SHX Text /s/ Chad Porter, PE
BRIDGE ELEVATION DETAIL
NTS
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
%%UPAVED SINGLE LANE ROAD
AutoCAD SHX Text ROADWAY EMBANKMENT SHALL BE SUITABLE STRUCTURAL EXCAVATION OR FROM AN APPROVED BORROW SOURCE.
AutoCAD SHX Text
CRUSHED AGGREGATED BASE COARSE 6" COMPACTED DEPTH
AutoCAD SHX Text
PROFILE GRADE
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 2:1
AutoCAD SHX Text
BITUMINOUS SURFACING 3" COMPACTED DEPTH
AutoCAD SHX Text
STA. 2+40 TO 3+13.48 AND 3+93.48 TO 4+60
AutoCAD SHX Text
Q100 ELEV=97.9''
AutoCAD SHX Text MACHINE PLACED, CLASS IV RIPRAP, SECTION 705.02 OR AS DETERMINED BY THE C.O. WITH TYPE IV-A GEOTEXTILE
AutoCAD SHX Text
PROPOSED CHANNEL BOTTOM ±
AutoCAD SHX Text
AutoCAD SHX Text 1.5
AutoCAD SHX Text
2'-0" MIN.
AutoCAD SHX Text 12"
AutoCAD SHX Text
Q2 ELEV=96.0'
AutoCAD SHX Text
PREFABRICATED MODULAR BRIDGE SYSTEM
AutoCAD SHX Text
CAST-IN-PLACE CONCRETE ABUTMENT
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
%%USINGLE LANE ROAD
AutoCAD SHX Text ROADWAY EMBANKMENT FROM SUITABLE STRUCTURAL EXCAVATION OR FROM AN APPROVED BORROW SOURCE.
AutoCAD SHX Text
CRUSHED AGGREGATED SURFACE COARSE 6" COMPACTED DEPTH
AutoCAD SHX Text
PROFILE GRADE
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 2:1
AutoCAD SHX Text
STA. 0+60 TO 2+40 AND 4+60 TO 5+40
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U.S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
TOSI CREEK BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 370600-3.6
AutoCAD SHX Text
ROAD, CHANNEL, AND ABUTMENT DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-044
AutoCAD SHX Text /s/ Chad Porter, PE
8"X8"X 1'-2"
AutoCAD SHX Text
TIMBER SPACER BLOCK
AutoCAD SHX Text
FLAT PLATE WASHER
AutoCAD SHX Text 1"
AutoCAD SHX Text
REFLECTORIZED STRIP
AutoCAD SHX Text
BOTH SIDES
AutoCAD SHX Text
RAIL ASSEMBLY
AutoCAD SHX Text
METAL BEAM APPROACH RAIL
AutoCAD SHX Text
5/8"%%C X 20" CARRIAGE BOLT
AutoCAD SHX Text
WITH 1 MALLEABLE WASHER
AutoCAD SHX Text
& 1 FLAT PLATE WASHER
AutoCAD SHX Text
WITH HEX LOCK NUT.
AutoCAD SHX Text
11/16" X 1" SLOTTED HOLE
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
8"X8" X 6'-0" TIMBER POST
AutoCAD SHX Text
FLAT PLATE WASHER
AutoCAD SHX Text
UNDER RAILING
AutoCAD SHX Text
SHOULDER SURFACING
AutoCAD SHX Text
GROUND LINE OR
AutoCAD SHX Text
R.H. MARKER SHOWN
AutoCAD SHX Text
OBJECT MARKER DETAIL
AutoCAD SHX Text OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE ALUMINIUM SHEET. REFLECTIVE STRIPS SHALL BE "3M SCOTCHLITE REFLECTIVE SHEETING, ENGINEER GRADE, 2200 SERIES H2-R OR H2-L" OR EQUAL. MOUNT OBJECT MARKER ON "BENT HAT" POSTS WITH 2 EACH 1/4" X 1 1/2" MACHINE BOLTS WITH WASHERS. FIELD DRILL BOLT HOLES. INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER .
AutoCAD SHX Text
MFG. FROM 7 GAGE STEEL PLATE TYPE 2 GALVANIZE PER AASHTO M-180
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
AutoCAD SHX Text for DIRECTOR, ENGINEERING
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U.S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
TOSI CREEK BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 370600-3.6
AutoCAD SHX Text
BRIDGE RAILING LAYOUT
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
J. DODDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-044
AutoCAD SHX Text /s/ Chad Porter, PE
AutoCAD SHX Text 7/1/2018
AutoCAD SHX Text
(ALL ELEMENTS ARE A-588 SELF WEATHERING STEEL)
AutoCAD SHX Text
SINGLE SECTION ON THE APPROACH.
AutoCAD SHX Text
THE BEAM SHALL BE DOUBLE THICK ON THE BRIDGE & A
AutoCAD SHX Text
TYPE IV STEEL GUARDRAIL AS SPECIFIED IN AASHTO M-180-84
AutoCAD SHX Text
METAL BEAM BRIDGE & APPROACH RAIL SHALL BE CLASS A
AutoCAD SHX Text
RAIL POST SPACING DIMENSIONS
AutoCAD SHX Text "B"
AutoCAD SHX Text "A"
AutoCAD SHX Text
4 SPACES @ 3'-1 1/2" = 12'-6" TYPICAL 4 PLACES
AutoCAD SHX Text
4 SPACES @ 6'-3" = 25'-0" TYPICAL 4 PLACES
AutoCAD SHX Text
NO SCALE
%%URAILING LAYOUT PLAN VIEW
8" X 8" WOOD POSTS & 8" x 8"x 1'-2" WOOD BLOCKS.
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text
SWAGED CONNECTED.
AutoCAD SHX Text
3/4" DIA CABLE TO BE
AutoCAD SHX Text
RAILING LAYOUT DIMENSIONS.
AutoCAD SHX Text
NOTE: SEE SHEET 9 FOR
AutoCAD SHX Text
LAST POST ON BRIDGE
AutoCAD SHX Text
(APPLIES TO STRAIGHT LENGTHS ONLY)
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text
WASHER.
AutoCAD SHX Text
WITH FLAT PLATE REFLECTORIZED
AutoCAD SHX Text
5/8"%%C X 10 1/2" CARRIAGE BOLT
AutoCAD SHX Text
TYP
AutoCAD SHX Text 8"
AutoCAD SHX Text
TYP
AutoCAD SHX Text 8"
AutoCAD SHX Text 1/4
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
BEARING PLATE DETAIL
AutoCAD SHX Text
TYP
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
HOLE
AutoCAD SHX Text
1 1/16" DIA
AutoCAD SHX Text 1"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text
DETAIL "B"
AutoCAD SHX Text
3/4" CABLE
AutoCAD SHX Text
FITTING & STUD.
AutoCAD SHX Text
STANDARD SWAGED
AutoCAD SHX Text
FLAT WASHER
AutoCAD SHX Text
CABLE DETAIL
AutoCAD SHX Text
STANDARD SWAGED FITTING & STUD
AutoCAD SHX Text
1 1/4" DIA
AutoCAD SHX Text
1 5/8" DIA
AutoCAD SHX Text 5 1/4"
AutoCAD SHX Text 1 15/16"
AutoCAD SHX Text 3/8"
AutoCAD SHX Text 3/8"
AutoCAD SHX Text
ENTIRE LENGTH
AutoCAD SHX Text
STUD THREADED
AutoCAD SHX Text
1"DIA X 7" LONG
AutoCAD SHX Text
OR BEND TO FIT.
AutoCAD SHX Text
FULL PENETRATION BUTT WELD,
AutoCAD SHX Text 1 3/4"
AutoCAD SHX Text 2 3/4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 3/4"
AutoCAD SHX Text
NEUTRAL AXIS
AutoCAD SHX Text
3/4" CABLE
AutoCAD SHX Text
DETAIL "A" ANCHOR PLATE
AutoCAD SHX Text
FOR 3/4" CABLE
AutoCAD SHX Text
STANDARD SWAGED CONNECTION
AutoCAD SHX Text
1/2" PLATE
AutoCAD SHX Text
1 1/16" DIA HOLE THRU
AutoCAD SHX Text
1" DIA STUD
AutoCAD SHX Text 1/4
AutoCAD SHX Text
1/2" X 3" X 2 3/4" PLATE
AutoCAD SHX Text
1/4" PLATE
AutoCAD SHX Text 4" 4" 4"
AutoCAD SHX Text 2" 2"
AutoCAD SHX Text
END ANCHORAGE ELEVATION
AutoCAD SHX Text
END ANCHORAGE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text 8 1/2"x 6 1/2" WOOD POST
AutoCAD SHX Text 8 1/2"x 6 1/2"
AutoCAD SHX Text
THE LAST 25 FEET OF W-BEAM RAIL SHALL BE WITHOUT SPLICE
AutoCAD SHX Text
BRIDGE APPROACH RAIL PAY LENGTH
AutoCAD SHX Text
3/4" DIA CABLE
AutoCAD SHX Text
6X6-6/6 WELDED WIRE FABRIC
AutoCAD SHX Text
24" DIA CONCRETE FOOTINGS
AutoCAD SHX Text
SEE DETAIL "A"
AutoCAD SHX Text
6'-6" TOTAL CABLE LENGTH
AutoCAD SHX Text
END ANCHORAGE ASSEMBLY
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text 4"
AutoCAD SHX Text
REFLECTOR TAB
AutoCAD SHX Text "B"
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
24"DIA CONCRETE FOOTINGS
AutoCAD SHX Text
6X6-6/6 WELDED WIRE FABRIC
AutoCAD SHX Text
3" TYP
AutoCAD SHX Text
2 3/8" DIA HOLE
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text
AND MAY NOT BE TO SCALE.
AutoCAD SHX Text
NOTE: DRAWINGS SHOWN ARE PICTORIAL
AutoCAD SHX Text
STANDARD DRAWING
AutoCAD SHX Text
WOOD POST
AutoCAD SHX Text 8 1/2"x 6 1/2" WOOD POST
AutoCAD SHX Text
END ANCHORAGE ASSEMBLY SEE DETAILS BELOW
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24" DIA CONCRETE FOOTINGS OR STEEL TUBE. 2 POSTS ONLY. SEE DETAIL.
AutoCAD SHX Text FORM A SOCKET IN CONCRETE TO RECEIVE POST OR PLACE CONCRETE AROUND THE POST WRAPPED WITH 1/2" THICK STYROFOAM, OR EXPANDED POLYSTYRENE FOAM SHEETING TO FACILITATE POST REMOVAL.
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1. END ANCHOR SHALL CONSIST OF A TERMINAL SECTION ANCHOR PLATE CABLE ASSY, AND ALL MISCELLANEOUS HARDWARE NECESSARY FOR A COMPLETE INSTALLATION. 2. CONNECTIONS TO BRIDGE RAIL OR OTHER RIGID STRUCTURES WILL NOT BE CONSIDERED AS AN END ANCHORAGE FOR PAYMENT PURPOSES. 3. CONCRETE FOR THE ANCHOR SHALL BE CLASS"A". 4. CABLE AND CONNECTING HARDWARE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 30 EXCEPT THAT THE CABLE SHALL BE 3/4 INCH 6X19 INDEPENDENT WIREROPE CORE (IWRC), CLASS A, GALVANIZED, RIGHT REGULAR LAY, MANUFACTURED OF IMPROVED PLOW STEEL WITH A MINIMUM BREAKING STRENGTH OF 42,000 POUNDS. OTHER TYPE OF CABLE MAY BE SPECIFIED UNDER SPECIAL PROVISIONS. 5. THE ANCHOR PLATE, ANCHOR ASSEMBLY, AND OTHER MISC. HARDWARE SHALL BE FABRICATED FROM STEEL CONFORMING TO THE SPECIFICATIONS OF ASTM A36 AND BE GALVANIZED IN ACCORDANCE WITH AASHTO M232, & M-111. 6. BOLTS, NUTS, WASHERS, TERMINAL SECTIONS, AND RAIL ELEMENTS SHALL CONFORM TO THE SPECIFICATIONS OF AASHTO M180 AND THE DETAILS CONTAINED IN THE AASHTO-AGC-ARTBA PUBLICATION "A GUIDE TO STANDARDIZED HIGHWAY BARRIER RAIL HARDWARE". 7. EACH TERMINAL SECTION SHALL BE OF THE SAME CLASS AND TYPE OF MATERIAL AS THE BEAM TO WHICH IT ATTACHES. 8. WOOD POSTS SHALL BE FREE OF HEART CENTER.
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FLAT PLATE WASHER UNDER BOLT HEAD.
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GROUND SURFACE
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(2) 10d GALV. NAILS BENT DOWN OVER PLATE.
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BEARING PLATE AND SPACER. SEE DETAIL
AutoCAD SHX Text 6 1/2"x 2" STD. PIPE SLEEVE. (2-3/8" O.D.)
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(2) 1" NUTS AND WASHER. 100 FT-LB TORQUE TO EACH OTHER
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5/8" MACHINE BOLT & CUT WASHER ON FRONT FACE AT NEUTRAL AXIS OF RAIL. 8 REQ'D.
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"W" BEAM GUARDRAIL
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3/4" DIA. HOLES TO ATTACH TIMBER POST
AutoCAD SHX Text 9"x 7"x 1/4" STEEL TUBE
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STEEL TUBE
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AutoCAD SHX Text 2'x 2'x 1/4" SOIL PLATE FOR LOOSE SOIL INSTALLATIONS
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W-BEAM TERMINAL SECTION
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OPTIONAL CONNECTION
AutoCAD SHX Text OPTIONAL CONNECTION 3/4" HOLES FOR 5/8"x 7-1/2" BOLTS
AutoCAD SHX Text ALL LUMBER SHALL BE COAST DOUGLAS FIR GRADED IN ACCORDANCE WITH STANDARD No. 17 WCLB PARA GRAPH No. 131b, No 1 STRUCTURAL. ALL POSTS AND BLOCKS SHALL BE INCISED PRIOR TO TREATMENT AND PRESSURE TREATED BY THE EMPTY CELL PROCESS WITH AN OIL BORNE PRESERVATIVE PER AASHTO M133, & AWPA P8, P9, C1, C2, & C28 AND IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS, CURRENT EDITION". (PENTACHLOROPHENOL OR COPPER NAPTHENATE TREATMENT). POST BLOCKS SHALL BE FREE OF HEART CENTER.
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TIMBER TREATMENT
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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 U.S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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TOSI CREEK BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 370600-3.6
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BRIDGE APPROACH RAILING DETAILS
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BRIDGER-TETON NATIONAL FOREST
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C. PORTER
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J. DODDS
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C. PORTER
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J. DODDS
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AutoCAD SHX Text G-044
AutoCAD SHX Text /s/ Chad Porter, PE
| Sheets and Views |
| G-044 Tosi Creek Bridge Replacement-1-Title Sheet |
| G-044 Tosi Creek Bridge Replacement-2-Vicinity Map |
| G-044 Tosi Creek Bridge Replacement-3-Specifications and SOI |
| G-044 Tosi Creek Bridge Replacement-4-Site Plan & Road Profile 1 |
| G-044 Tosi Creek Bridge Replacement-5-Site Plan & Road Profile 2 |
| G-044 Tosi Creek Bridge Replacement-6-Structure Layout and Details |
| G-044 Tosi Creek Bridge Replacement-7-Abutment Detail |
| G-044 Tosi Creek Bridge Replacement-8-Road and Abutment Details |
| G-044 Tosi Creek Bridge Replacement-9-Bridge Railing Layout |
| G-044 Tosi Creek Bridge Replacement-10-Bridge Approach Railing Details |
File details come from the government source that posted it.