Drawings.pdf
PDF 4 MB Posted
- Attached to
- Yellowstone Bridge Replacement Federal contract opportunity
- Solicitation number
- 1202NV19R0009
- Issued by
- Department of Agriculture Forest Service
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Yellowstone Bridge Replacement Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment2.pdf | ||
| Amendment1.pdf | ||
| Specifications.pdf | ||
| 1202NV19R0009.pdf | ||
| Presolicitation_Notice.pdf |
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AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_2.dwg Plotted By: Seth Riggs 12/20/2018 9:15 AM Plotted By: Seth Riggs 12/20/2018 9:15 AMPlotted By: Seth Riggs 12/20/2018 9:15 AMSeth Riggs 12/20/2018 9:15 AM 12/20/2018 9:15 AM12/20/2018 9:15 AM
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FOREST SERVICE
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YELLOWSTONE BRIDGE PROJECT
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ASHLEY NATIONAL FOREST
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E. NEIL
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SPECIFICATIONS & SCHEDULE OF ITEMS
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AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_3.dwg Plotted By: Eric Neil 2/5/2019 3:13 PM Plotted By: Eric Neil 2/5/2019 3:13 PMPlotted By: Eric Neil 2/5/2019 3:13 PMEric Neil 2/5/2019 3:13 PM 2/5/2019 3:13 PM2/5/2019 3:13 PM
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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. 2. STEEL SHEET PILE BULKEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED STEEL SHEET PILE BULKEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). HYDROLOGY & HYDRAULICS 1. THIS STRUCTURE IS DESIGNED TO PASS A 50-YEAR FREQUENCY FLOOD WITH 3.5 FEET OF MINIMUM FREE BOARD. THIS STRUCTURE IS DESIGNED TO PASS A 50-YEAR FREQUENCY FLOOD WITH 3.5 FEET OF MINIMUM FREE BOARD. HARDWARE AND STRUCTURAL STEEL 1. BRIDGE SUPERSTRUCTURE STEEL SHALL BE ASTM A588W (WEATHERING) STEEL. ALL OTHER STEEL SHAPES, PLATES, AND BARS SHALL CONFORM BRIDGE SUPERSTRUCTURE STEEL SHALL BE ASTM A588W (WEATHERING) STEEL. ALL OTHER 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 MEET 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 APPROVED BORROW SOURCE. USE MATERIAL FROM APPROVED BORROW SOURCE. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 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 SPECIFICATIONS. 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY COMPANY PRIOR TO THE START OF IF UTILITIES MUST BE REPLACED THEN IT IS THE CONTRACTOR'S 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.
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CONSTRUCTION SURVEY AND STAKING
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SOIL EROSION AND POLLUTION CONTROL
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CLEARING AND GRUBBING
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ROADWAY EXCAVATION AND EMBANKMENT (COMMERCIAL SUPPLIED)
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STRUCTURAL BACKFILL AND COMPACTION TESTING
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TYPE 4 PLACED RIPRAP
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AGGREGATE BASE COURSE, GRADING (F), COMPACTION METHOD D (COMMERCIAL SOURCE)
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BRIDGE RAILING, TYPE II, CLASS B (INCLUDED WITH PREFAB BRIDGE)
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BRIDGE APPROACH RAILING, TYPE II, CLASS A
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TERMINAL SECTION, BTC END
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EACH
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8'X24' CATTLE GUARD
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OBJECT MARKERS
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YELLOWSTONE RIVER
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FR 119 (YELLOWSTONE ROAD)
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%%UPLAN
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_4.dwg Plotted By: Seth Riggs 12/20/2018 9:29 AM Plotted By: Seth Riggs 12/20/2018 9:29 AMPlotted By: Seth Riggs 12/20/2018 9:29 AMSeth Riggs 12/20/2018 9:29 AM 12/20/2018 9:29 AM12/20/2018 9:29 AM
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YELLOWSTONE BRIDGE PROJECT
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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AutoCAD SHX Text NOTES: PRESERVE AND PROTECT EXISTING FENCE. REMOVE AND RELOCATE EXISTING GATE AND POST. PRESERVE AND PROTECT EXISTING SIGN. PRESERVE AND PROTECT EXISTING STREAM GAGE SYSTEM. PRESERVE AND PROTECT EXISTING ROAD BRIDGE ABUTMENTS. PRESERVE AND PROTECT EXISTING TRAIL BRIDGE. REMOVE AND DISPOSE OF EXISTING ROAD BRIDGE. PRESERVE AND PROTECT EXISTING RIVER CHANNEL AND BANKS. REMOVE AND DISPOSE OF EXISTING FENCE. REMOVE AND DISPOSE OF EXISTING CATTLE GUARD. PRESERVE AND PROTECT EXISTING WATER LINE. PRESERVE AND PROTECT EXISTING POWER LINE. CONTRACTOR SHALL RELOCATE EXISTING UTILITY WHEN EXISTING TREE IS REMOVED FOR CONSTRUCTION OF BRIDGE. REMOVE AND RELOCATE EXISTING SIGN, PER COR. REMOVE EXISTING ROAD AND RE-SLOPE TO MATCH ADJACENT NATURAL GROUND, SEE SITE PLAN SHEET 6. PRESERVE AND PROTECT EXISTING JUNCTION BOX.
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IMAGERY: GOOGLE EARTH JUNE 2014
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NEW EDGE OF ROAD
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NEW EDGE OF ROAD
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EXISTING EDGE OF ROAD
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EXISTING EDGE OF ROAD
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SEE SITE PLAN, SHEET 6
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CONNECT NEW ROAD INTO EXISTING
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CONNECT NEW ROAD INTO EXISTING
AutoCAD SHX Text CONSTRUCT NEW 24' ROAD FROM STA 9+09 TO STA 13+20. SEE TYPICAL ROAD SECTIONS SHEET 7 AND ROAD CROSS SECTIONS SHEET 14
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CONTROL POINTS SHALL BE LOCATED IN THE FIELD BY COR.
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INSTALL 80 FT SPAN PREFABRICATED STEEL BRIDGE ON CONCRETE ABUTMENTS
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3" BITUMINUS WEAR SURFACE STA 10+50 TO STA 12+50 (TERMINATE AT NEW CATTLE GUARD)
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CONNECT NEW ROAD INTO EXISTING
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FINISHED GROUND SURFACE
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EXISTING GROUND SURFACE
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EXISTING GROUND ELEVATION
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FINISHED GROUND ELEVATION
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START CONSTRUCTION
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END CONSTRUCTION
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INSTALL 80 FT SPAN PREFABRICATED STEEL BRIDGE ON CONCRETE ABUTMENTS
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_5.dwg Plotted By: Seth Riggs 12/20/2018 10:29 AM Plotted By: Seth Riggs 12/20/2018 10:29 AMPlotted By: Seth Riggs 12/20/2018 10:29 AMSeth Riggs 12/20/2018 10:29 AM 12/20/2018 10:29 AM12/20/2018 10:29 AM
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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AutoCAD SHX Text G-046
AutoCAD SHX Text /s/ CHAD PORTER PE
AutoCAD SHX Text 12/21/2018
AutoCAD SHX Text N
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SCALE IN FEET
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SITE PLAN AND ROAD PROFILE 1
CENTERLINE BRIDGE PROFILE
SITE PLAN
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YELLOWSTONE RIVER
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FR 119
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FR 672
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TYPE 3 OBJECT MARKER ON STEEL POST (TYP 8 PLACES) SEE DETAIL, SHEET 12
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EXISTING ATV BRIDGE
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RIPRAP, SEE DETAIL, SHEET 7
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METAL BEAM APPROACH RAILING, (TYP 4 PLACES)
AutoCAD SHX Text CONSTRUCT NEW 24' WIDE ROAD FROM STA 9+09 TO STA 13+20. SEE TYPICAL ROAD SECTIONS SHEET 7 AND ROAD CROSS SECTIONS SHEET 12
AutoCAD SHX Text CONSTRUCT NEW 24' WIDE ROAD FROM STA 9+09 TO STA 13+20. SEE TYPICAL ROAD SECTIONS SHEET 7 AND ROAD CROSS SECTIONS SHEET 12
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INSTALL 80 FT SPAN PREFABRICATED STEEL BRIDGE ON CONCRETE ABUTMENTS
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REMOVE EXISTING ROAD AND RE-SLOPE TO MATCH ADJACENT NATURAL GROUND
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REMOVE EXISTING ROAD AND RE-SLOPE TO MATCH ADJACENT NATURAL GROUND
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INSTALL EXISTING GATE AND POSTS
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NEW CATTLE GUARD, SEE DETAILS, SHEET 15
AutoCAD SHX Text
FR 119
AutoCAD SHX Text INSTALL NEW BARB WIRE FENCING TO CONNECT TO EXISTING. FENCING TO MEET COR REQUIREMENTS
AutoCAD SHX Text INSTALL NEW BARB WIRE FENCING TO CONNECT TO EXISTING. FENCING TO MEET COR REQUIREMENTS
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3" BITUMINUS WEAR SURFACE STA 10+50 TO STA 12+50 (TERMINATE AT NEW CATTLE GUARD)
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EXISTING GROUND ELEVATION
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FINISHED GROUND ELEVATION
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EXISTING CHANNEL
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RIPRAP, SEE DETAIL, SHEET 7
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CONCRETE ABUTMENT
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INSTALL 8O FT SPAN PREFABRICATED STEEL BRIDGE ON CONCRETE ABUTMENTS
AutoCAD SHX Text Q 50
AutoCAD SHX Text = 7665.70
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_6.dwg Plotted By: Seth Riggs 12/20/2018 4:41 PM Plotted By: Seth Riggs 12/20/2018 4:41 PMPlotted By: Seth Riggs 12/20/2018 4:41 PMSeth Riggs 12/20/2018 4:41 PM 12/20/2018 4:41 PM12/20/2018 4:41 PM
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DRAWING NUMBER
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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AutoCAD SHX Text G-046
AutoCAD SHX Text /s/ CHAD PORTER PE
AutoCAD SHX Text 12/21/2018
AutoCAD SHX Text N
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SCALE IN FEET
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SITE PLAN AND ROAD PROFILE 2
WINGWALL AND ABUTMENT RIPRAP INSTALLATION
P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_7.dwg Plotted By: Eric Neil 1/29/2019 5:10 PM Plotted By: Eric Neil 1/29/2019 5:10 PMPlotted By: Eric Neil 1/29/2019 5:10 PMEric Neil 1/29/2019 5:10 PM 1/29/2019 5:10 PM1/29/2019 5:10 PM
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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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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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AutoCAD SHX Text G-046
AutoCAD SHX Text /s/ CHAD PORTER PE
AutoCAD SHX Text 12/21/2018
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TYPICAL ROAD SECTIONS
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AutoCAD SHX Text D = 20 INCH CLASS 4 RIPRAP ON THE 50 = 20 INCH CLASS 4 RIPRAP ON THE UPSTREAM SIDE OF THE NEW BRIDGE AND D = 36" CLASS 4 RIPRAP ON THE 50 = 36" CLASS 4 RIPRAP ON THE DOWNSTREAM SIDE OF THE NEW BRIDGE
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2:1 (H:V) MAX SLOPE, EXTEND RIP RAP MATERIAL TO MATCH EXISTING GROUND ELEVATION
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EXISTING STREAM BED
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EXISTING GROUND SURFACE
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TYPE IV-A GEOTEXTILE
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EXISTING WINGWALL
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EXISTING STREAM BED
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EXISTING STREAM BED
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AutoCAD SHX Text DEPTH VARIES. (MINIMUM OF 2XD ). WHERE REFUSAL 50). WHERE REFUSAL IS NOT ENCOUNTERED, DEPTH = 7.75 FT BELOW EXISTING CHANNEL. D = 20 INCH CLASS 4 RIPRAP 50 = 20 INCH CLASS 4 RIPRAP ON THE UPSTREAM WINGWALLS AND D = 36 INCH 50 = 36 INCH CLASS 4 RIPRAP ON DOWNSTREAM WINGWALLS
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EXISTING ABUTMENT
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TYPE IV-A GEOTEXTILE
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TYPE IV-A GEOTEXTILE
D = 20 INCH CLASS 4 RIPRAP ON 50 = 20 INCH CLASS 4 RIPRAP ON THE UPSTREAM SIDE OF THE NEW BRIDGE. TRANSITION TO D = 36 INCH 50 = 36 INCH CLASS 4 RIPRAP ON THE DOWNSTREAM SIDE OF THE BRIDGE
DOUBLE THICK 12 GA. WEATHERING W-BEAM TYPICAL W/ REFLECTOR TABS (2-SIDED CRYSTAL) @ ALTERNATE POSTS
AutoCAD SHX Text CROWNED ASPHALT BITUMINOUS WEAR SURFACE, 4" @ CENTER AND 2" AT EDGES. TROUGHS OF CORRUGATED DECK SHALL BE FILLED WITH FLOWABLE CONCRETE
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GALVANIZED BRIDGE DECK
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STEEL DIAPHRAGM
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WEATHERING STEEL GIRDER. SEE NOTE 1, SHEET 1.
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ASTM A588 CLOSURE PLATE
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BRIDGE RAIL POST
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BRIDGE RAIL SUPPORT
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STEEL SHEET PILE BULKHEAD
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END ANGLE
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BRIDGE RAIL POST
AutoCAD SHX Text 34"x7"x1'-10" STEEL BEARING PLATE
AutoCAD SHX Text 1"x7"x1'-10" ELASTOMERIC BEARING PAD, 60 DURO
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PRECAST CONCRETE GRADE BEAM
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ASTM A588 STEEL GIRDER
AutoCAD SHX Text 1/4
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GIRDER FLANGE TO TOP BEARING PLATE, TYP
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1 " HOLES FOR FIXED END ABUT12" HOLES FOR FIXED END ABUT
AutoCAD SHX Text 1 " x 3" SLOTS FOR 12" x 3" SLOTS FOR EXPANSION END ABUT
AutoCAD SHX Text 34"x1'-0" BEARING PLATE
AutoCAD SHX Text *NOTE: CONTRACTOR MAY SUBMIT CONTRACTOR MAY SUBMIT AN ALTERNATE BEARING PLATE CONNECTION, TO BE APPROVED BY COR.
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WEATHERING STEEL GIRDER. SEE NOTE 1, SHEET 1.
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BOT BEARING PLATE TO EMBEDDED STEEL PLATE, TYP
AutoCAD SHX Text CROWNED ASPHALT BITUMINOUS WEAR SURFACE, 4" @ CENTER AND 2" AT EDGES. TROUGHS OF CORRUGATED DECK SHALL BE FILLED WITH FLOWABLE CONCRETE
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AGGREATE BASE COURSE
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BITUMINOUS WEAR SURFACE, 4" AT BRIDGE
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CORRUGATED STEEL DECK
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 2'-3"
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BRIDGE RAIL
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STEEL DIAPHRAGM, TYP
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WEATHERING STEEL GIRDER, TYP. SEE NOTE 1, SHEET 1.
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BRIDGE RAIL
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 24'-0"
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BRIDGE RAIL SUPPORT, TYP
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BRIDGE = ROADWAY
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BITUMINOUS WEAR SURFACE, 2" AT EDGE OF DECK, TYP
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SLOPE
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SLOPE
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PRECAST CONCRETE GRADE BEAM
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YELLOWSTONE RIVER
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BRIDGE
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EXISTING ABUTMENTS AND WINGWALLS TO REMAIN
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ABUTMENT 1 STA 11+24.14
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ABUTMENT 2 STA 12+04.14
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SEE CIVIL DRAWINGS FOR APPROACH RAIL
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GIRDER, TYP
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STEEL SHEET PILE BULKHEAD
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STEEL SHEET PILE BULKHEAD
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_8.dwg Plotted By: Eric Neil Plotted By: Eric Neil Plotted By: Eric Neil Eric Neil
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DRAWING NUMBER
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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
YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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P. BAXTER
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E. NEIL
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P. BAXTER
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E. NEIL
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AutoCAD SHX Text G-046
AutoCAD SHX Text /s/ CHAD PORTER PE
AutoCAD SHX Text 12/21/2018
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SCALE: 1/8"=1'-0"
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STRUCTURE LAYOUT
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NOT TO SCALE
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TYPICAL SECTION
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STRUCTURE LAYOUT AND DETAILS
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NOT TO SCALE
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BRIDGE RAIL DETAIL
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NOT TO SCALE
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END OF GIRDER DETAIL
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NOT TO SCALE
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BEARING PLATE DETAIL
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PLAN
*NOTE: FINAL BRIDGE, FOUNDATION, BULKHEAD, AND CONNECTION ELEMENT FINAL BRIDGE, FOUNDATION, BULKHEAD, AND CONNECTION ELEMENT SIZES AND DIMENSIONS TO BE PROVIDED IN MANUFACTURER SHOP DRAWINGS. REVIEW AND FINAL ACCEPTANCE BY COR.
2'-2 "12"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 4 "12"
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#4 HOOPS @ 12" MAX
AutoCAD SHX Text 6" x 23'-6" x " THICK STEEL WELD 34 " THICK STEEL WELD PLATE EMBEDDED INTO GRADE BEAM WITH STEEL STRAPS. MANUFACTURER TO SHOW DETAILS IN SHOP DRAWINGS TO TO BE REVIEWED BY COR.
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BEARING
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1 " CLR12" CLR
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1 " CLR12" CLR
AutoCAD SHX Text #8 x 23'-8" TOP AND BOTTOM (SEE NOTE 2)
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ROADWAY = STRUCTURE
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ROADWAY = STRUCTURE
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ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATE (SEE SHEET 8 FOR DETAILS)
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PRECAST CONCRETE GRADE BEAM
AutoCAD SHX Text 6" x 23'-6" x " THICK STEEL WELD PLATE EMBEDDED 34 " THICK STEEL WELD PLATE EMBEDDED INTO GRADE BEAM WITH STEEL STRAPS. MANUFACTURER TO SHOW DETAILS IN SHOP DRAWINGS TO BE REVIEWED BY COR.
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BEARING
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 1 "12"
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(4) #8 X 23'-8" (SEE NOTE 2)
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(1) #4 X 23'-8" EACH FACE (SEE NOTE 2)
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(4) #8 X 23'-8" (SEE NOTE 2)
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PRECAST CONCRETE GRADE BEAM
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_9.dwg Plotted By: Eric Neil Plotted By: Eric Neil Plotted By: Eric Neil Eric Neil
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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
YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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P. BAXTER
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E. NEIL
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P. BAXTER
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E. NEIL
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AutoCAD SHX Text G-046
AutoCAD SHX Text /s/ CHAD PORTER PE
AutoCAD SHX Text 12/21/2018
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NOT TO SCALE
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GRADE BEAM PLAN
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NOT TO SCALE
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GRADE BEAM ELEVATION
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GRADE BEAM LAYOUT
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GRADE BEAM SECTION
*NOTES: 1. CONTRACTOR MAY PROPOSE ALTERNATE GRADE BEAM CONTRACTOR MAY PROPOSE ALTERNATE GRADE BEAM DIMENSIONS, TO BE APPROVED BY THE COR. 2. IF OPTIONAL GRADE BEAM SPLICE IS USED, USE 11'-8" IF OPTIONAL GRADE BEAM SPLICE IS USED, USE 11'-8" LONGITUDINAL REINFORCEMENT IN EACH SEGMENT.
FACE OF GRADE BEAM
AutoCAD SHX Text L3x3x x 1'-0" TYP38 x 1'-0" TYP
AutoCAD SHX Text 12" x 6" HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING, TYP EACH ANGLE
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TYP.
AutoCAD SHX Text L3X3X x 1'-0", TYP38 x 1'-0", TYP
AutoCAD SHX Text PL 3"x "x10"38"x10"
AutoCAD SHX Text PL 3"x "x10"38"x10"
AutoCAD SHX Text PL 3"x "x10"38"x10"
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BOTTOM OF GRADE BEAM
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
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FACE OF GRADE BEAM
AutoCAD SHX Text WT 8x20 x 1'-1" TYP
AutoCAD SHX Text 12" x 6" HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING, TYP EACH WT
AutoCAD SHX Text WT 8x20 x 1'-1", TYP
AutoCAD SHX Text 34" x 2" BOLTS (A325) WITH " x 1 " 78" x 1 " 12" VERTICAL SLOTS IN FLANGES, TYP
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BOTTOM OF GRADE BEAM
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
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FACE OF GRADE BEAM
AutoCAD SHX Text PL x16" x 1'-0" 38x16" x 1'-0" WITH " HOLES78" HOLES
AutoCAD SHX Text PL "x16" X 1'-0"38"x16" X 1'-0"
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BOTTOM OF GRADE BEAM
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 34" HILTI HAS-E ROD OR APPROVED EQUAL. EMBED 3 " AND 12" AND SECURE WITH EPOXY SYSTEM. TYPICAL 6 ANCHORS EACH FACE OF GRADE BEAM.
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_10.dwg Plotted By: Preston Baxter Plotted By: Preston Baxter Plotted By: Preston Baxter Preston Baxter
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DRAWING NUMBER
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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
YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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P. BAXTER
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E. NEIL
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P. BAXTER
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E. NEIL
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AutoCAD SHX Text G-046
AutoCAD SHX Text /s/ CHAD PORTER PE
AutoCAD SHX Text 12/21/2018
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NOT TO SCALE
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FIELD WELD ALTERNATIVE
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OPTIONAL GRADE BEAM SPLICE DETAILS
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PLAN
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ELEVATION
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NOT TO SCALE
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FIELD BOLT ALTERNATIVE
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PLAN
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ELEVATION
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NOT TO SCALE
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POST-INSTALLED ANCHOR ALTERNATIVE
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PLAN
ELEVATION
2H:1V
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PRECAST CONCRETE GRADE BEAM (SEE SHEETS 9 AND 10)
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GUARDRAIL ASSEMBLY
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BITUMINOUS WEARING SURFACE, SEE NOTE
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CORRUGATED STEEL BRIDGE DECK, SEE NOTE
AutoCAD SHX Text *NOTE: SEE SHEET 8 FOR SUPERSTRUCTURE DETAILS SEE SHEET 8 FOR SUPERSTRUCTURE DETAILS
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PREFABRICATED MODULAR BRIDGE SYSTEM
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PRECAST CONCRETE GRADE BEAM, TYP
AutoCAD SHX Text 80'-0"
AutoCAD SHX Text 80'-0"
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PROTECT IN PLACE EXISTING ABUTMENT WALL
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PROTECT IN PLACE EXISTING ABUTMENT WALL
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FOR RIPRAP INSTALLATION SEE SHEET 7
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FOR RIPRAP INSTALLATION SEE SHEET 7
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ABUTMENT 1
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ABUTMENT 2
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Q ELEV = 7665.7050 ELEV = 7665.70
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EXISTING CHANNEL BOTTOM ±
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6" DEPTH CRUSHED AGGREGATE LEVELING COURSE
AutoCAD SHX Text P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_11.dwg Plotted By: Eric Neil Plotted By: Eric Neil Plotted By: Eric Neil Eric Neil
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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P. BAXTER
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E. NEIL
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P. BAXTER
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E. NEIL
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NOT TO SCALE
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BRIDGE ELEVATION DETAIL
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NOT TO SCALE
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ABUTMENT ELEVATION DETAIL
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ELEVATIONS
P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_12.dwg Plotted By: Eric Neil 1/30/2019 12:16 PM Plotted By: Eric Neil 1/30/2019 12:16 PMPlotted By: Eric Neil 1/30/2019 12:16 PMEric Neil 1/30/2019 12:16 PM 1/30/2019 12:16 PM1/30/2019 12:16 PM
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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AutoCAD SHX Text METAL APPROACH RAILING SHALL BE CLASS A TYPE IV STEEL GUARDRAIL AS SPECIFIED IN AASHTO M-180-84. THE BEAM SHALL BE A SINGLE SECTION ON THE APPROACH. (ALL ELEMENTS ARE A-588 SELF WEATHERING STEEL)
AutoCAD SHX Text 6'-3" = 25'-0"
AutoCAD SHX Text 3'-1 1/2" = 12'-6"
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BRIDGE RAILING LAYOUT
P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_13.dwg Plotted By: Seth Riggs 12/20/2018 11:06 AM Plotted By: Seth Riggs 12/20/2018 11:06 AMPlotted By: Seth Riggs 12/20/2018 11:06 AMSeth Riggs 12/20/2018 11:06 AM 12/20/2018 11:06 AM12/20/2018 11:06 AM
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FOREST SERVICE
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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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BRIDGE APPROACH RAILING DETAILS
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P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_14.dwg Plotted By: Seth Riggs 12/20/2018 11:08 AM Plotted By: Seth Riggs 12/20/2018 11:08 AMPlotted By: Seth Riggs 12/20/2018 11:08 AMSeth Riggs 12/20/2018 11:08 AM 12/20/2018 11:08 AM12/20/2018 11:08 AM
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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AutoCAD SHX Text 12/21/2018
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ROAD CROSS SECTIONS
P:\USDA Forest Service\TO#4 Yellowstone Bridge\2.0 Design Phase\2.7 Drawings\SHT\4651801_15.dwg Plotted By: Eric Neil 2/5/2019 2:43 PM Plotted By: Eric Neil 2/5/2019 2:43 PMPlotted By: Eric Neil 2/5/2019 2:43 PMEric Neil 2/5/2019 2:43 PM 2/5/2019 2:43 PM2/5/2019 2:43 PM
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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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YELLOWSTONE BRIDGE PROJECT
AutoCAD SHX Text BRIDGE No. 10119-9.4
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ASHLEY NATIONAL FOREST
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B. ASHCROFT
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E. NEIL
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S. RIGGS
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E. NEIL
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CATTLE GUARD DETAILS
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INSTALL WITH REBAR, COORDINATE FINAL BASE SIZE WITH MANUFACTURER
6"X6"X " STEEL 12" STEEL BEARING PLATE
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