PL_5200000-0.9_Trail Creek Bridge Signed Drawings.pdf

PDF 10 MB Posted May 7, 2020

Attached to: Trail Creek Bridge Construction Federal contract opportunity
Solicitation number: 1204M320Q0001
Issued by: Department of Agriculture Forest Service R6-Pacific Northwest Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for the Trail Creek Bridge Construction federal contract opportunity. The project involves clearing, grubbing, demolition, excavation, embankment work, temporary bridge installation and removal, culvert demolition, pile driving, concrete work, precast girder installation, backfilling, paving, guardrails, signage, stream restoration, riprap, erosion control, and traffic control to replace an existing bridge. The location is in the Wallowa-Whitman National Forest in Oregon. The pre-solicitation will be issued on December 15, 2019 with an estimated project value between $1-5 million. Work is scheduled to begin on May 15, 2020. Performance and payment bonds are required along with a bid guarantee. The NAICS code is 237310 with a small business size standard of $39.5 million. This project is 100% set aside for small business.

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Other files for this federal contract opportunity

Other files attached to Trail Creek Bridge Construction, newest first.
File	Type	Posted
Revised Schedule of Items.pdf	PDF	Jun 3, 2020
Amendment 02.pdf	PDF	Jun 3, 2020
Amendment 01.pdf	PDF	May 22, 2020
Bypass Bridge Manufacturers Drawings.pdf	PDF	May 22, 2020
Trail Creek Supplemental Specifications.pdf	PDF	May 7, 2020
Final Trail Creek Solicitation.pdf	PDF	May 7, 2020
FireProtectionandSuppressionr6_fS_6300_52.pdf	PDF	May 7, 2020
TC_PRESS_RELEASE_MAP.pdf	PDF	Oct 18, 2019
Synopsis_Trail_Creek_Bridge.pdf	PDF	Oct 18, 2019

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

PACIFIC NORTHWEST REGION

R6 TITLE SHEET

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90

1 20

UNITED STATES DEPARTMENT OF AGRICULTURE

CONSTRUCTION DRAWINGS FOR

FOREST SERVICE

PACIFIC NORTHWEST REGION

WHITMAN RANGER DISTRICT

WALLOWA-WHITMAN NATIONAL FOREST

(STRUCTURE NO. 061601000017124)

TRAIL CREEK BRIDGE CONSTRUCTION

DRAWING INDEX

TITLESHEET

OREGON DOT STANDARD DRAWINGS

BRIDGE SITE

FSR 5200000-MP 0.90

OREGON

NFSR 5200000 - MP 0.90

LAT 44.92339167, LONG - 118.40248060

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LAKEVIEW

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BAKER

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LAGRANDE

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PENDLETON

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JOHN DAY

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BURNS

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PRINEVILLE

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REDMOND

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BEND

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DALLES

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THE

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RIVER

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HOOD

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GRESHAM

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PORTLAND

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SEASIDE

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TILLAMOOK

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CITY

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LINCOLN

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NEWPORT

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CORVALLIS

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EUGENE

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ROSEBURG

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KLAMATH FALLS

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MEDFORD

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GRANTS PASS

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BROOKINGS

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BAY

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COOS

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ENTERPRISE

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TITLE SHEET

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VICINITY MAP

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SYMBOL

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U.S. HIGHWAY

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STATE HIGHWAY

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DESCRIPTION

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INTERSTATE HIGHWAY

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GENERAL NOTES

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CHANNEL MODIFICATIONS AND RIPRAP PLAN

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R34840-4 SUPERSTRUCTURE

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R34840-5 BENT DETAILS

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R34840-6 WINGWALL DETAILS

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R34840-2 GENERAL LAYOUT

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R34840-7 60" DECK BULB-T PRECAST PRESTRESSED CONCRETE GIRDER

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ROADWAY PLAN & PROFILE

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ESTIMATE OF QUANTITIES

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R34840-8 DECK BULB-T GIRDER SCHEDULE, DIAPHRAGMS & MISCELLANEOUS DETAILS

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CHANNEL CROSS-SECTIONS 2

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BR206

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2-TUBE CURB MOUNT RAIL

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BR207

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RD400

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GUARDRAIL AND METAL MEDIAN BARRIER

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RD405

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GUARDRAIL AND METAL MEDIAN BARRIER PARTS

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2-TUBE CURB MOUNT RAIL TRANSITION

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RD410

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GUARDRAIL PARTS (THRIE BEAM)

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RD415

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GUARDRAIL AND METAL MEDIAN BARRIER PARTS

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RD440

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GUARDRAIL INSTALLATION AT BRIDGE ENDS

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RD450

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GUARDRAIL ANCHORS (STEEL)

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R34840-3 FOUNDATION PLAN

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CHANNEL CROSS-SECTIONS 3

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TOTAL NUMBER OF SHEETS = 31

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BR350

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TEMPORARY DIAPHRAGM BEAM FOR PRESTRESSED CONCRETE GIRDERS

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RD420

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TL-3 ENERGY ABSORBING TERMINAL

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PACIFIC OCEAN

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RD451

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WOOD BREAKAWAY POSTS

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R34840-1 INDEX OF BRIDGE DRAWINGS & GENERAL NOTES

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TEMPORARY BYPASS BRIDGE PLAN & PROFILE

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TYPICAL SECTIONS

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EXISTING BYPASS LAYOUT AND TRAFFIC CONTROL

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PIT DEVELOPMENT PLAN

kvanhecke Typewritten Text 4/20/2020

PACIFIC NORTHWEST REGION

R6 VICINITY MAP

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

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5200000-.090

2 20

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%%ULEGEND

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TRAIL CREEK BRIDGE: T.7S., R.35.5E., SEC. 27, W.M.

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WATER SOURCE

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DISPOSAL SITE

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MATERIAL SOURCE

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PAVED SURFACE ROAD

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CLOSED ROAD

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SIGNS DETAILED IN BRIDGE SITE MAP ARE ON SITE AND AVAILABLE FOR CONTRACTOR USE

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STATIONING IS APPROXIMATE AND APPLIES TO SIGNS ONLY

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CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN - 63501

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%%UTYPE 0R-CTP-2A

AutoCAD SHX Text 8-AXLE VEHICLE GROSS WEIGHT = 105.5 kips

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%%UTYPE 0R-CTP-2B

AutoCAD SHX Text 8-AXLE VEHICLE GROSS WEIGHT = 105.5 kips

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%%UTYPE 0R-CTP-3

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%%UOREGON CONTINUOUS TRIP PERMIT (CTP) LOADS

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LOAD RATING TIER-2

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* CONTRACT QUANTITY GFP - GOVERNMENT FURNISHED PROPERTY

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%%UU80 TRUCK

AutoCAD SHX Text 5-AXLE VEHICLE GROSS WEIGHT = 160 kips

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%%UU80 OVERLOAD VEHICLE

PACIFIC NORTHWEST REGION

R6 GENERAL NOTES

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

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5200000-0.90

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AutoCAD SHX Text GENERAL NOTES: SPECIFICATIONS CONSTRUCTION: MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FP-14 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS WITH APPLICABLE FOREST SERVICE (FS) SUPPLEMENTAL SPECIFICATIONS (FSSS). TRAIL CREEK BYPASS ROAD STATIONING OF BYPASS ROAD IS APPROXIMATE. CONTRACTOR SHALL STAKE BRIDGE SILL CENTERLINE FOR APPROVAL BY THE C.O. PRIOR TO PLACEMENT OF BYPASS BRIDGE. CONTRACTOR TO MAINTAIN BYPASS ROAD DURING THE PROJECT AND RESHAPE THE NORTH SIDE BYPASS ROAD UPON PROJECT COMPLETION. MATERIALS WATER: WATER IS AVAILABLE WITH A VALID LIMITED WATER USE LICENSE FROM THE OREGON WATER RESOURCES DEPARTMENT. LOCATION FOR WATER WITHDRAWAL FROM FOREST SERVICE LANDS SHALL BE COORDINATED WITH CONTRACTING OFFICER. CHICKEN HILL PIT SHALL BE THE PRIMARY SOURCE FOR PIT RUN. HOODOO PIT ACCESS ROAD 5190030 IS GATED; GATE SHALL BE KEPT CLOSED EXCEPT WHEN HAULING MATERIAL FROM PIT. CONTRACTOR SHALL WORK WITH FOREST SERVICE TO OBTAIN A KEY TO THE GATE. THERE WILL BE NO GRADATION TESTING FOR CRUSHED AGGREGATE 30201. EXCAVATION SALVAGE EXISTING SOD AND HARDWOOD VEGETATION TO EXTENT PRACTICABLE. UTILIZE SALVAGED MATERIALS IN SITE REHAB. SALVAGE, STOCKPILE SEPARATELY, AND UTILIZE SUITABLE STREAM MATERIAL REMOVED DURING EXCAVATION IN THE STREAM SIMULATION PROCESS. ALL OTHER SUITABLE MATERIAL MAY BE USED WHERE IT MEETS SPECIFICATIONS. UNSUITABLE AND EXCESS EXCAVATION SHALL BE HAULED TO HOODOO PIT. TRAIL CREEK BYPASS BRIDGE: THE BYPASS BRIDGE, CONCRETE SILL FOUNDATION, TIMBER DECKING, END PLATE, ANGLE IRON, GUARDRAIL, AND ALL CONNECTION PIECES ARE GOVERNMENT FURNISHED AND LOCATED AT THE FOREST SERVICE COMPOUND - 3000 13th STREET, BAKER CITY OREGON, 97814. CONTRACTOR TO SUPPLY ALL EQUIPMENT NECESSARY TO LIFT, LOAD, AND TRANSPORT THE BYPASS BRIDGE AND MATERIALS TO THE TRAIL CREEK BRIDGE SITE. CONTACT CO 7 DAYS PRIOR TO OBTAINING THE GOVERNMENT FURNISHED PROPERTY. CONTRACTOR RESPONSIBLE TO INSTALL PRECAST CONCRETE SILLS, PLACE CONTRACTOR RESPONSIBLE TO INSTALL PRECAST CONCRETE SILLS, PLACE BRIDGE, AND REBUILD ROAD APPROACHES TO TEMPORARY BRIDGE. UPON COMPLETION, THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND TRANSPORTING THE TEMPORARY BYPASS BRIDGE, CONCRETE SILLS, ALL ATTACHMENTS TO THE COMPOUND. . TIMBER DECKING WILL INVOLVE PLACING 3" X 12" X 16' TRANSVERSE PIECES PERPENDICULAR TO THE TRAVEL WAY OF THE BRIDGE. THREE RUNNING PLANKS, ALSO 3" X 12", WILL BE SCREWED ON TOP OF THE DECKING IN EACH WHEEL TRACK FOR THE ENTIRE 60' LENGTH OF THE TEMPORARY BRIDGE. A 4"X 4" X " ANGLE IRON END 14" ANGLE IRON END PLATE WILL BE SCREWED ONTO THE RUNNING PLANKS AND DECKING TO KEEP AGGREGATE OFF OF THE BYPASS BRIDGE AND PROVIDE A SMOOTH TRANSITION TO THE BYPASS ROAD. STAGING KEEP EQUIPMENT AT LEAST 300' FROM STREAMS WHEN NOT IN USE OR PROVIDE IN USE OR PROVIDE ALTERNATE PLAN FOR APPROVAL. THE ADJACENT DISPERSED SITE, NORTHEAST OF THE PROJECT SHALL NOT BE USED. IF AGREED TO BY CO, CONTRACTOR MAY REQUEST USE OF OTHER STORAGE AREAS. EQUIPMENT STAGED OUTSIDE PROJECT AREA SHALL PROTECT EXISTING PAVEMENT, CONTRACTOR SHALL MAKE REPAIR TO ANY DAMAGE, AND RESTORE STORAGE SITE DISTURBANCE. ALL EQUIPMENT MUST BE WEED FREE AND CLEANED PRIOR TO ENTERING THE NATIONAL FOREST. NOTIFY CO 7 DAYS PRIOR TO MOBILIZING EQUIPMENT TO THE WORK SITE. IN-STREAM WORK THE IN-STREAM WORK WINDOW FOR TRAIL CREEK IS JULY 15TH - AUGUST 15TH. ALL IN-STREAM WORK WINDOW FOR TRAIL CREEK IS JULY 15TH - AUGUST 15TH. ALL IN-STREAM WORK MUST BE COMPLETED WITHIN THIS TIME FRAME. DEWATERING SUBMIT DEWATERING PLAN TO CONTRACTING OFFICER IN WRITING AT LEAST 30 DAYS PRIOR TO PLANNED WORK FOR APPROVAL. INSPECTION RECEIVE WRITTEN APPROVAL FROM CO PRIOR TO ANY OF THE FOLLOWING ACTIVITIES: PLACEMENT OF BYPASS SILL ABUTMENT BACKFILLING OF ABUTMENT PLACEMENT OF STREAM SIMULATION STREAM REWATERING PLACEMENT OF SUPERSTRUCTURE APPROVAL OF FORMS PRIOR TO PLACING CONCRETE PLACEMENT OF BASE COURSE ROCK ON SUBGRADE PLACEMENT OF HMAC ON BASE ROCK REMOVING TEMPORARY BYPASS BRIDGE TRAFFIC CONTROL SEE FSSS 156 FOR ROAD CLOSURE PERIODS. PLACE TRAFFIC CONTROL SIGNS PER APPROVED TRAFFIC PLAN. NFSR 5200 MAY BE CLOSED IN BETWEEN THE BYPASS SECTION AFTER THE BYPASS BRIDGE AND SUBSEQUENT ROADWORK IS OPEN FOR PUBLIC TRAVEL. SEE SHEET 2 AND 19 FOR TRAFFIC CONTROL DETAILS. CONTRACTOR TO PLACE WARNING SIGNS AT UKIAH, NFSR 5100 MP 0.0, AND GRANITE WARNING TRAVELERS "NFSR 52 ONE LANE ROAD AHEAD IMPASSABLE TO LARGE VEHICLES" OVERLOAD PERMITS CONTRACTOR SHALL OBTAIN OVERLOAD PERMITS IF ANY VEHICLES ARE OVER 80,000 GVW AND TRAVEL OVER FOREST SERVICE BRIDGES.

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NFSR 52 ONE LANE ROAD AHEAD IMPASSABLE TO LARGE VEHICLES

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PROCEED WHEN CLEAR

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WARNING SIGN SEE VICINITY MAP FOR LOCATIONS

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XX MILES AHEAD

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GBCv: Green Bio Convertible

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

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R6 BYPASS BRIDGE, PLAN & PROFILE

TRAIL CREEK BRIDGE CONSTRUCTION

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3" WOOD DECKING AND 3" RUNNING PLANKS 57101 - GFP

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INSTALL 60' STEEL BRIDGE AND RAILING 57101 - GFP

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PRE CAST CONCRETE SILLS 57101 - GFP

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PIT RUN 4" MINUS 57101

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EXISTING GROUND

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PLACE AGGREGATE UP TO BRIDGE EDGE; CONSTRUCT BRIDGE END PLATE AS SHOWN 57101

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LIMIT DISTURBANCE TO WITHIN PREVIOUSLY PLACED SEDIMENT CONTROL SYSTEM

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PLACE TYPE 2 OBJECT MARKERS; EACH CORNER OF BRIDGE INDIRECT TO 57101

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INSTALL TRANSVERSE WOOD DECKING, RUNNING PLANKS, AND END PLATE; 57101 - GFP

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P-LINE STA 13+72 END BYPASS CONSTRUCTION MATCH EXISTING BYPASS ROAD GRADE AHEAD

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PRE CAST CONCRETE SILL APPROXIMATELY 16' X 2'-6"

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P-LINE STA 12+95 BEGIN BYPASS CONSTRUCTION MATCH EXISTING BYPASS ROAD GRADE BACK

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BYPASS P-LINE STA: 13+04.04 N=4994.30 E=5039.82

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CP-1 EL: 1000.00 N: 4999.72 E: 4999.9

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BYPASS P-LINE STA: 13+64.04 N=5054.04 E=5029.42

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PACIFIC NORTHWEST REGION

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%%UEMBANKMENT CONSTRUCTION DETAIL

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AutoCAD SHX Text Hot asphalt concrete (4" compacted depth) 40304

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* Beginning of Project: Transition from existing roadway to crowned (2% cross-slope) at Station 1+25 Beginning of Project: Transition from existing roadway to crowned (2% cross-slope) at Station 1+25 Transition from existing roadway to crowned (2% cross-slope) at Station 1+25 End of Project: Transition from 2% crowned roadway at Sta 4+28.00 to match existing at end of project.End of Project: Transition from 2% crowned roadway at Sta 4+28.00 to match existing at end of project. Transition from 2% crowned roadway at Sta 4+28.00 to match existing at end of project.

AutoCAD SHX Text Sta 3+72.71 to Sta 4+28

AutoCAD SHX Text Shoulder width

AutoCAD SHX Text Sl. 3H:1V

AutoCAD SHX Text Borrow excavation 20412

AutoCAD SHX Text Shoulder width

AutoCAD SHX Text Sl. 3H:1V

AutoCAD SHX Text varies (3' min.)

AutoCAD SHX Text Borrow excavation 20412

AutoCAD SHX Text Borrow excavation

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AutoCAD SHX Text Date:

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AutoCAD SHX Text Sheet Title:

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AutoCAD SHX Text Sheet

AutoCAD SHX Text

AutoCAD SHX Text Project No:

AutoCAD SHX Text

D. SCOVELL

AutoCAD SHX Text

D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text Sl. 1 H:1V (Or As Staked)12H:1V (Or As Staked)

AutoCAD SHX Text 2.0%

AutoCAD SHX Text Shoulder width

AutoCAD SHX Text varies (3' min.)

AutoCAD SHX Text Sliver fill, see detail this sheet

AutoCAD SHX Text *2.0%

AutoCAD SHX Text Varies 13'-10" to 17'-10"

AutoCAD SHX Text varies (1' min.)

AutoCAD SHX Text Aggregate Base 8" Compacted Depth 30201

AutoCAD SHX Text

%%UAPPROACH GUARDRAIL SECTION

AutoCAD SHX Text Scale: " = 1'-0"34" = 1'-0"

AutoCAD SHX Text Final paved surface shall

AutoCAD SHX Text extend to face of guardrail*

AutoCAD SHX Text Guardrail block

AutoCAD SHX Text Face of guardrail

AutoCAD SHX Text

BRIDGE TO STATION 4+85 (LEFT & RIGHT)

AutoCAD SHX Text

STATION 2+19 TO BRIDGE (LEFT & RIGHT)

AutoCAD SHX Text Scale: " = 1'-0"18" = 1'-0"

AutoCAD SHX Text Construct stepped sloped FSSS 204.09(d)

AutoCAD SHX Text Finish grade

AutoCAD SHX Text *Paved surface shall extend 12" beyond the first two guardrail posts on each corner of the bridge

AutoCAD SHX Text " hole in plate for 316" hole in plate for10d common nail (galv.)

AutoCAD SHX Text Reflector (see note below). Install reflector at traffic face of each approach timber guardrail post.

AutoCAD SHX Text 2"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 34"

AutoCAD SHX Text post

AutoCAD SHX Text 1"

AutoCAD SHX Text Guard rail signs indirect to 61702

AutoCAD SHX Text Note: Guardrail sections may be W-beam or thrie beam. Posts may be steel or timber. See ODOT Std. Dwgs. BR207 and RD420 for specific details.

PAVING AND DELINEATOR DETAILS

PACIFIC NORTHWEST REGION

R6 PLAN & PROFILE

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90

7 20

B E

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PROFILE

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PROJECT CONTROL POINTS

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AutoCAD SHX Text Project No:

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DAVID SCOVELL

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D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text Scale: 1" = 40'

AutoCAD SHX Text HW El. 981.66'

AutoCAD SHX Text Placed riprap, Class 6

AutoCAD SHX Text "L" Sta. 1+25, El. 1000.40'

AutoCAD SHX Text 1+25

AutoCAD SHX Text 1+00

AutoCAD SHX Text 0+75

AutoCAD SHX Text 0+50

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AutoCAD SHX Text Elevation in feet

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AutoCAD SHX Text 1+50

AutoCAD SHX Text 1+75

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+25

AutoCAD SHX Text 2+50

AutoCAD SHX Text 2+75

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+25

AutoCAD SHX Text 3+50

AutoCAD SHX Text 3+75

AutoCAD SHX Text 4+00

AutoCAD SHX Text 4+25

AutoCAD SHX Text 4+50

AutoCAD SHX Text 4+75

AutoCAD SHX Text 5+00

AutoCAD SHX Text 5+25

AutoCAD SHX Text +2.0%

AutoCAD SHX Text 1 12

AutoCAD SHX Text

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text Elev. 1001.58'

AutoCAD SHX Text "L" Sta 2+64.00

AutoCAD SHX Text DKBT60 prestressed concrete girders

AutoCAD SHX Text Scale: 1" = 40'

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

TRAIL

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CREEK

AutoCAD SHX Text PT Sta 2+59.29

AutoCAD SHX Text L = 134.29'

AutoCAD SHX Text T = 67.18'

AutoCAD SHX Text = 04°16'29"

AutoCAD SHX Text R = 1800'

AutoCAD SHX Text Curve Data

Typical Approach Guardrail Construct Thrie Beam Transition - 21' (See ODOT BR207) Construct Guardrail Terminal Flared, W = 3' - 37'-6" length (see ODOT RD420)

AutoCAD SHX Text Remove & dispose of existing 14' x 102'± bottomless metalculvert arch, concrete headwalls, steel channel foundations, and attachments

AutoCAD SHX Text Remove & dispose of existing pavement to project limits

AutoCAD SHX Text

NFSR 52

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text N04°45'11"E

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text PC Sta. 1+25

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text Elev. 1001.58'

AutoCAD SHX Text Sta 2+64.00

AutoCAD SHX Text DKBT60 prestressed concrete girders

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text Elev. 1003.73'

AutoCAD SHX Text Sta 3+71.46

AutoCAD SHX Text N09°01'40"E

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text Point

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elevation

AutoCAD SHX Text Description

AutoCAD SHX Text Sta 1+25

AutoCAD SHX Text 4827.29

AutoCAD SHX Text 4961.56

AutoCAD SHX Text 1000.40

AutoCAD SHX Text match existing

AutoCAD SHX Text Sta 7+30

AutoCAD SHX Text 5429.68

AutoCAD SHX Text 5016.63

AutoCAD SHX Text 1015.23

AutoCAD SHX Text 5055.56

AutoCAD SHX Text 4965.01

AutoCAD SHX Text 1001.30

AutoCAD SHX Text match existing

AutoCAD SHX Text 5056.19

AutoCAD SHX Text 4923.81

AutoCAD SHX Text 986.56

AutoCAD SHX Text 5070.08

AutoCAD SHX Text 5061.92

AutoCAD SHX Text 985.81

AutoCAD SHX Text 58" iron rod

AutoCAD SHX Text

CP-2

AutoCAD SHX Text

CP-3

AutoCAD SHX Text

CP-4

AutoCAD SHX Text Toe of fill slope

AutoCAD SHX Text Bankfull (OHW)

AutoCAD SHX Text

CP-2

AutoCAD SHX Text

CP-1

AutoCAD SHX Text

CP-3

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CP-4

AutoCAD SHX Text 4999.72

AutoCAD SHX Text 4999.90

AutoCAD SHX Text 1000.00

AutoCAD SHX Text

CP-1

AutoCAD SHX Text Spike

AutoCAD SHX Text 58" iron rod

AutoCAD SHX Text

CURVE PI

AutoCAD SHX Text 4893.63

AutoCAD SHX Text 4972.10

AutoCAD SHX Text 1+50

AutoCAD SHX Text 1+75

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+25

AutoCAD SHX Text 2+50

AutoCAD SHX Text 2+75

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+25

AutoCAD SHX Text 3+50

AutoCAD SHX Text 4+00

AutoCAD SHX Text 4+25

AutoCAD SHX Text 4+50

AutoCAD SHX Text 4+75

AutoCAD SHX Text 5+00

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text Elev. 1003.73'

AutoCAD SHX Text "L" Sta 3+71.46

AutoCAD SHX Text 29'-4 "12"

AutoCAD SHX Text clear width

AutoCAD SHX Text +3.26%±

AutoCAD SHX Text +2.0%

AutoCAD SHX Text Elev. 1000.40'

AutoCAD SHX Text BVC Sta 1+93.89

AutoCAD SHX Text Elev. 1000.40'

AutoCAD SHX Text PVI Sta 2+18.89

AutoCAD SHX Text P.G. Elev. 1000.52'

AutoCAD SHX Text Elev. 1000.90'

AutoCAD SHX Text EVC Sta 2+43.89

AutoCAD SHX Text

50' VC

AutoCAD SHX Text +0.80%±

AutoCAD SHX Text Ext'g groundline

AutoCAD SHX Text HP14x89 steel piles (typ.)

AutoCAD SHX Text 5+25

AutoCAD SHX Text N04°45'11"E

AutoCAD SHX Text

AutoCAD SHX Text Profile grade

AutoCAD SHX Text +0.0%

AutoCAD SHX Text Angle point

AutoCAD SHX Text Elev. 1004.12'

AutoCAD SHX Text BVC Sta 3+91.20

AutoCAD SHX Text +3.60%

AutoCAD SHX Text +2.0%

AutoCAD SHX Text Elev. 1004.62'

AutoCAD SHX Text PVI Sta 4+16.20

AutoCAD SHX Text P.G. Elev. 1004.72'

AutoCAD SHX Text

50' VC

AutoCAD SHX Text Elev. 1005.53'

AutoCAD SHX Text EVC Sta 4+41.20

AutoCAD SHX Text +3.60%

AutoCAD SHX Text Toe of fill slope

AutoCAD SHX Text See Channel Modification sheet for channel alignment at bridge

AutoCAD SHX Text Placed riprap, Class 6

AutoCAD SHX Text Embankment = 130 CY

AutoCAD SHX Text Embankment = 565 CY

AutoCAD SHX Text New bridge

AutoCAD SHX Text Sta. 7+30.00

AutoCAD SHX Text "L" Sta. 7+30.00, El. 1015.23'

AutoCAD SHX Text 7+30

AutoCAD SHX Text Place class 2 rip rap behind guardrail posts (typ)

AutoCAD SHX Text Elev. 1008.74'

AutoCAD SHX Text Sta 5+30.74

Note: Elevation at CP-1 is assumed. Approximate actual elevation of CP-1 from Google Earth is 5366 feet.

ⱷ

U.S. DEPARTMENT OF AGRICULTURE

PACIFIC NORTHWEST REGION

INDEX OF BRIDGE DRAWINGS

& GENERAL NOTES

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90 R34840-1

8 20

AutoCAD SHX Text SPECIFICATIONS: DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITIONS WITH INTERIMS CONSTRUCTION: CONSTRUCTION OF THIS STRUCTURE IS TO BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 WITH SUPPLEMENTAL SPECIFICATIONS (FSSS) DESIGN: DEAD LOAD: CONCRETE AT 155 PCF, STEEL AT 490 PCF, EARTH PRESSURE AT AN EQUIVALENT FLUID PRESSURE OF 36 PCF, ASPHALT AT 150 PCF, EARTH AT 120 PCF. LIVE LOAD: STRENGTH I LIMIT STATE: AASHTO HL-93 WITH DYNAMIC LOAD ALLOWANCE (IM=0.33) STRENGTH II LIMIT STATE: OREGON DOT CONTINUOUS TRIP PERMIT VEHICLES AND U80 TRUCK LOADING WITH DYNAMIC ALLOWANCE (IM=0.33) APPLIED AS OVERLOADS. REFER TO SHEET 3 FOR OVERLOAD CONFIGURATIONS. SEISMIC: PEAK GROUND ACCELERATION, As = 0.10g (2004 ODOT SEISMIC DESIGN MAPS, 1000-YEAR) HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT, Ss = 0.22g HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT, S1 = 0.075g SITE CLASS B, IMPORTANCE CATEGORY = OTHER HYDROLOGY AND HYDRAULICS: THIS STRUCTURE IS DESIGNED TO PASS A 100 YEAR FREQUENCY FLOOD WITH A STAGE THIS STRUCTURE IS DESIGNED TO PASS A 100 YEAR FREQUENCY FLOOD WITH A STAGE ELEVATION OF 981.67 FEET WITH 15 FEET OF FREEBOARD (Q100 = 650 CFS) MATERIALS: CONCRETE: REINFORCED CONCRETE SHALL BE AIR ENTRAINED CLASS A(AE) WITH A 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI. ALL CONCRETE TO BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES AND RE-ENTRANT CORNERS ", (UNLESS NOTED OTHERWISE). GROUND CHAMFERS WILL NOT BE ACCEPTED. FORM EXPOSED CONCRETE ON THE WING WALLS 34", (UNLESS NOTED OTHERWISE). GROUND CHAMFERS WILL NOT BE ACCEPTED. FORM EXPOSED CONCRETE ON THE WING WALLS TO PROVIDE A FRACTURED FIN FINISH ON THE FINISHED CONCRETE. PRECAST PRESTRESSED CONCRETE SHALL BE CLASS P WITH A 28 DAY COMPRESSIVE STRENGTH AND A RELEASE AND PICKUP STRENGTH AS SHOWN ON THE GIRDER SCHEDULE. PROVIDE A TRANSVERSE BROOM FINISH ON TOPS OF GIRDERS EXCEPT UNDER CURBS WHERE SURFACE IS TO BE ROUGHENED. REINFORCING STEEL: ALL NON-PRESTRESSED REINFORCING STEEL SHALL BE OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. CONCRETE COVER SHALL BE 2-INCHES UNLESS SHOWN OTHERWISE; WHERE NOT SHOWN IT SHALL CONFORM TO AASHTO. CUTTING AND BENDING SHALL CONFORM TO ACI 315. STRUCTURAL STEEL: STRUCTURAL STEEL SHAPES AND PLATES IN THE 2-TUBE CURB MOUNT RAIL ARE TO BE IN ACCORDANCE WITH AASHTO M270 GRADE 36. STEEL RAILING SHALL CONFORM TO ASTM A500, GRADE B, A618, OR A501. BOLTS AND NUTS SHALL CONFORM TO ASTM F3125, GRADE A325 TYPE 1, UNLESS NOTED OTHERWISE. HOT-DIP GALVANIZE EXPOSED STEEL FASTENERS, BOLTS AND NUTS, AND HARDWARE ACCORDING TO AASHTO M232 OR MECHANICALLY GALVANIZE ACCORDING TO ASTM B695, USING ANY OF THE 5 THICKEST COATING CLASSES. WELDING: ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.5, "BRIDGE WELDING CODE" AND AWS D1.4, STRUCTURAL WELDING CODE- REINFORCING STEEL". WELDERS SHALL BE CERTIFIED TO CARRY OUT THE WELDING PROCEDURE. ELECTRODE MATERIAL, PLANT EQUIPMENT, AND WELDING PROCEDURE TO BE APPROPRIATE FOR THE PARENT MATERIAL AND INTENDED USE. PILES: A REQUIRED NOMINAL BEARING RESISTANCE OF 430 KIPS WITH A RESISTANCE FACTOR AT THE STRENGTH LIMIT STATE OF =0.5 FOR BEARING WAS ASSUMED FOR DESIGN. FURNISH A WAVE EQUATION ANALYSIS FOR THE PILE DRIVING EQUIPMENT BEING SUBMITTED FOR APPROVAL THAT PERMITS PILES TO BE DRIVEN TO THE CAPACITY AT THE MINIMUM STATED DEPTH IN PRE-QUALIFIED (PREBORED) HOLES. A SUBSURFACE INVESTIGATION HAS BEEN PERFORMED AND GEOTECHNICAL REPORT PREPARED FOR THE PROJECT SITE AND IS AVAILABLE FOR VIEWING AT THE WALLOWA-WHITMAN SUPERVISORS'S OFFICE.

AutoCAD SHX Text

GENERAL NOTES - BRIDGE

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

GENERAL LAYOUT

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

SUPERSTRUCTURE

AutoCAD SHX Text

WINGWALL DETAILS

AutoCAD SHX Text

60" DECK BULB-T PRECAST PRESTRESSED CONCRETE GIRDERS

AutoCAD SHX Text

DECK BULB-T GIRDER SCHEDULE, DIAPHRAGM & MISCELLANEOUS DETAILS

AutoCAD SHX Text

BR206

AutoCAD SHX Text

2-TUBE CURB MOUNT RAIL

AutoCAD SHX Text

BR207

AutoCAD SHX Text

2-TUBE CURB MOUNT RAIL TRANSITION

AutoCAD SHX Text

INDEX OF BRIDGE DRAWINGS & GENERAL NOTES

AutoCAD SHX Text

INDEX OF BRIDGE DRAWINGS

AutoCAD SHX Text

BR350

AutoCAD SHX Text

TEMPORARY DIAPHRAGM BEAM FOR PRESTRESSED CONCRETE GIRDERS

AutoCAD SHX Text

BENT DETAILS

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DAVID SCOVELL

AutoCAD SHX Text

D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text R34840-1

AutoCAD SHX Text R34840-2

AutoCAD SHX Text R34840-3

AutoCAD SHX Text R34840-4

AutoCAD SHX Text R34840-5

AutoCAD SHX Text R34840-6

AutoCAD SHX Text R34840-7

AutoCAD SHX Text R34840-8

AutoCAD SHX Text

RD420

AutoCAD SHX Text

TL-3 NON-FLARED ENERGY ABSORBING TERMINAL

PILE ORDER LIST: 12 - HP 14 X 89 PILES X 50 FEET VS-314-89N PILE TIPS (EACH PILE) INSTALL TIPS PER MANUFACTURER'S RECOMMENDATIONS

PACIFIC NORTHWEST REGION

R6 GENERAL LAYOUT

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90 R34840-2

9 20

PLAN

PROFILE

GUARDRAIL RIP RAP

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DAVID SCOVELL

AutoCAD SHX Text

D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text HW El. 981.66'

AutoCAD SHX Text Placed riprap, Class 6

AutoCAD SHX Text

AutoCAD SHX Text Elevation in feet

AutoCAD SHX Text

AutoCAD SHX Text +2.0%

AutoCAD SHX Text 1 12

AutoCAD SHX Text

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text Elev. 1001.58'

AutoCAD SHX Text "L" Sta 2+64.00

AutoCAD SHX Text DKBT60 prestressed concrete girders

AutoCAD SHX Text Scale: 1" = 20'

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

CREEK

AutoCAD SHX Text Typical Approach Guardrail Construct Thrie Beam Transition - 21' Construct Guardrail Terminal Flared, W = 3' - 37'-6" See ODOT Std Dwg No. BR207 & RD420

AutoCAD SHX Text Remove & dispose of existing 14' x 102'± bottomless metal culvertarch.

AutoCAD SHX Text

NFSR 52

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text N04°45'11"E

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text Toe of fill slope

AutoCAD SHX Text

CP-2

AutoCAD SHX Text

CP-1

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+25

AutoCAD SHX Text 2+50

AutoCAD SHX Text 2+75

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+25

AutoCAD SHX Text 3+50

AutoCAD SHX Text 4+00

AutoCAD SHX Text 4+25

AutoCAD SHX Text 4+50

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text Elev. 1003.73'

AutoCAD SHX Text "L" Sta 3+71.46

AutoCAD SHX Text 29'-4 "12"

AutoCAD SHX Text clear width

AutoCAD SHX Text Ext'g groundline

AutoCAD SHX Text HP14x89 steel piles (typical)

AutoCAD SHX Text

AutoCAD SHX Text Toe of fill slope

AutoCAD SHX Text See Channel Modification sheet for channel alignment at bridge

AutoCAD SHX Text Placed riprap, Class 6

AutoCAD SHX Text Scale: 1" = 20'

AutoCAD SHX Text Approach guardrail

AutoCAD SHX Text 2-tube curb mount bridge rail see ODOT standard drawing BR206

AutoCAD SHX Text Existing culvert (to be removed)

AutoCAD SHX Text Cast-in-place concrete bent cap and wingwalls (typical)

AutoCAD SHX Text Roadway excavation, see Channel Modification and Riprap Plan sheet 16

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text Elev. 1001.58'

AutoCAD SHX Text "L" Sta 2+64.00

AutoCAD SHX Text 107'-5 " -to- bents12" -to- bents

AutoCAD SHX Text DKBT60 prestressed concrete girders

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text Elev. 1003.73'

AutoCAD SHX Text "L" Sta 3+71.46

AutoCAD SHX Text Drainage relief ditch

AutoCAD SHX Text New bridge

AutoCAD SHX Text Slope

AutoCAD SHX Text 1.5H:1V

AutoCAD SHX Text Slope

AutoCAD SHX Text 1.5H:1V

AutoCAD SHX Text Slope

AutoCAD SHX Text 1.5H:1V

AutoCAD SHX Text Slope

AutoCAD SHX Text 1.5H:1V

AutoCAD SHX Text Placed riprap, Class 6 (Typ)

AutoCAD SHX Text Approach guardrail

AutoCAD SHX Text Existing ditch line

AutoCAD SHX Text Place class 2 rip rap on slopes behind approach rail min. 6"-8" thick x 3' downslope 25101a

AutoCAD SHX Text Place class 2 rip rap behind guadrail posts see detail this sheet

NOTE: MINIMUM PILE TIP ELEVATION FOR SCOUR IS ELEVATION 968.0. PREQUALIFY THIS DEPTH BY PREBORING IN ACCORDANCE WITH FSSS 551.09.

PACIFIC NORTHWEST REGION

R6 FOUNDATION PLAN

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90 R34840-3

10 20

FOUNDATION PLAN

ELEVATION

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AutoCAD SHX Text Project No:

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DAVID SCOVELL

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D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text Scale: " = 1'-0"116" = 1'-0"

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

CREEK

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text "L" Sta 2+64.00

AutoCAD SHX Text

AutoCAD SHX Text Boring BH-2

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CP-1

AutoCAD SHX Text

CP-2

AutoCAD SHX Text

AutoCAD SHX Text Boring BH-1

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text "L" Sta 3+71.46

AutoCAD SHX Text

AutoCAD SHX Text Edge of ext'g pavement

AutoCAD SHX Text HP14x89 steel piles (typ.)

AutoCAD SHX Text Concrete pile cap (typ.)

AutoCAD SHX Text 2+75

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+25

AutoCAD SHX Text 3+50

AutoCAD SHX Text 3+75

AutoCAD SHX Text 1001.5

AutoCAD SHX Text 996.5

AutoCAD SHX Text 991.5

AutoCAD SHX Text 986.5

AutoCAD SHX Text 981.5

AutoCAD SHX Text 976.5

AutoCAD SHX Text 971.5

AutoCAD SHX Text

BOH 967.0'

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

BLOW

AutoCAD SHX Text

COUNT

AutoCAD SHX Text

GROUP

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MATERIALS LOG BH-2

AutoCAD SHX Text

(DRILL DATE 10/22/14) 0 ELEV. = 1001.5

AutoCAD SHX Text

AutoCAD SHX Text SILTY CLAY, FILL (CL) MOIST, STIFF, WITH SOME FINE SAND; OCCASIONAL FINE AND COARSE GRAVEL, GRAY

AutoCAD SHX Text

AutoCAD SHX Text 50/5"

AutoCAD SHX Text 50/3"

AutoCAD SHX Text 966.5

AutoCAD SHX Text

CLAYEY FINE SAND (SC) OCCASIONAL FINE GRAVEL ORGANICS; GRAY

AutoCAD SHX Text

MEDIUM STIFF

AutoCAD SHX Text

STIFF

AutoCAD SHX Text

MOIST TO VERY MOIST MEDIUM STIFF

AutoCAD SHX Text 1003.3

AutoCAD SHX Text 998.3

AutoCAD SHX Text 993.3

AutoCAD SHX Text 988.3

AutoCAD SHX Text 983.3

AutoCAD SHX Text 978.3

AutoCAD SHX Text 973.3

AutoCAD SHX Text

BOH 956.8'

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

BLOW

AutoCAD SHX Text

COUNT

AutoCAD SHX Text

GROUP

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MATERIALS LOG BH-1

AutoCAD SHX Text

(DRILL DATE 10/22/14) 0 ELEV. = 1003.3

AutoCAD SHX Text

SILTY CLAY, FILL (CL) MOIST, MEDIUM STIFF

AutoCAD SHX Text

AutoCAD SHX Text 50/4.5"

AutoCAD SHX Text

AutoCAD SHX Text 50/4"

AutoCAD SHX Text 50/6"

AutoCAD SHX Text 50/5"

AutoCAD SHX Text 968.3

AutoCAD SHX Text

AutoCAD SHX Text 963.3

AutoCAD SHX Text

AutoCAD SHX Text 958.3

AutoCAD SHX Text

AutoCAD SHX Text 953.3

AutoCAD SHX Text

AutoCAD SHX Text SILTY FINE TO COARSE SAND WITH SOME FINE AND COARSE GRAVEL BROWN (SM) SATURATED VERY STIFF

AutoCAD SHX Text

STIFF

AutoCAD SHX Text

VERY STIFF

AutoCAD SHX Text

STIFF

AutoCAD SHX Text CLAYEY FINE SAND WITH SOME FINE AND COARSE GRAVEL (SC) GREENISH- GRAY SATURATED VERY DENSE

AutoCAD SHX Text

FINE AND COARSE GRAVEL GP/GM WITH FINE TO COARSE SAND, SOME SILT; BROWNISH-GRAY

AutoCAD SHX Text 50/1"

AutoCAD SHX Text

SANDY GRAVEL (GP/GM) WITH SOME SILT AND OCCASIONAL COBBLES AND BOULDERS; GRAY

AutoCAD SHX Text

SATURATED VERY DENSE

AutoCAD SHX Text

VERY DENSE

AutoCAD SHX Text N04°45'11"E

AutoCAD SHX Text N 5072.36 E 4986.96

AutoCAD SHX Text N 4965.27 E 4978.06

AutoCAD SHX Text "L" Line & structure

AutoCAD SHX Text Standard Penetration Split Spoon Sampler

AutoCAD SHX Text N value

AutoCAD SHX Text

AutoCAD SHX Text Scale: " = 1'-0"116" = 1'-0"

AutoCAD SHX Text HP14x89 steel piles (typ.)

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text "L" Sta 2+64.00

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text "L" Sta 3+71.46

AutoCAD SHX Text

AutoCAD SHX Text Elevation in feet

AutoCAD SHX Text

AutoCAD SHX Text Existing groundline at roadway

AutoCAD SHX Text Existing culvert (to be removed)

AutoCAD SHX Text Legend

PACIFIC NORTHWEST REGION

R6 SUPERSTRUCTURE

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90 R34840-4

11 20

AutoCAD SHX Text Checked:

AutoCAD SHX Text Design:

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text Forest

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Sub Sheet:

AutoCAD SHX Text Sheet

AutoCAD SHX Text

AutoCAD SHX Text Project No:

AutoCAD SHX Text

DAVID SCOVELL

AutoCAD SHX Text

D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text Standard 2-Tube Curb Mount Rail (BR206)

AutoCAD SHX Text

%%UTYPICAL DECK SECTION

AutoCAD SHX Text Scale: " = 1'-0"316" = 1'-0"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text Asphalt wearing surface

AutoCAD SHX Text Roughened surface (under curb only)

AutoCAD SHX Text "L" Line

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text

%%USUPERSTRUCTURE PLAN

AutoCAD SHX Text Scale: " = 1'-0"332" = 1'-0"

AutoCAD SHX Text Symmetrical about span

AutoCAD SHX Text 107'-5 " center-to-center bearing at bents12" center-to-center bearing at bents

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text lane

AutoCAD SHX Text shoulder

AutoCAD SHX Text 32'-6" out-to-out deck

AutoCAD SHX Text 1'-5 " curb12" curb

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text Typ.

AutoCAD SHX Text Girder

AutoCAD SHX Text 34" drip v-groove exterior flange of exterior girders

AutoCAD SHX Text 3"

AutoCAD SHX Text Typ.

AutoCAD SHX Text Intermediate diaphragms, see sheet 15 for details

AutoCAD SHX Text 14'-8 "14"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 32'-6" out-to-out deck

AutoCAD SHX Text Girder

AutoCAD SHX Text "L" Line

AutoCAD SHX Text Diaphragm

AutoCAD SHX Text 108'-8 " out-to-out bridge length and curbs12" out-to-out bridge length and curbs

AutoCAD SHX Text 2'-5 "34"

AutoCAD SHX Text 10 rail posts spaced @ 9'-8" = 87'-0" (12 rail posts typical each side)

AutoCAD SHX Text Rail Post

AutoCAD SHX Text Bent No. 1

AutoCAD SHX Text 37'-0"

AutoCAD SHX Text End of girder top flange

AutoCAD SHX Text 3'-10 "14"

AutoCAD SHX Text Weld Tie

AutoCAD SHX Text 21 weld tie connections spaced @ 5'-0" = 100'-0"

AutoCAD SHX Text 6" blockout

AutoCAD SHX Text Guard Angle, (typical) See Detail on Sht 12

AutoCAD SHX Text Curb and Rail, See Oregon DOT Standard BR206

AutoCAD SHX Text 10" (typ.)

AutoCAD SHX Text See Welded Connection Details on Sheet 13

AutoCAD SHX Text

%%UCURB AND RAIL DETAIL

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text Standard 2-Tube Curb Mount Rail. For curb and post details see Oregon DOT Standard Drawing No. BR206

AutoCAD SHX Text #4 @ 18"

AutoCAD SHX Text 1'-1 "34"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1 " cl.14" cl.

AutoCAD SHX Text to bar

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 34" drip v-groove exterior flange of exterior girders

AutoCAD SHX Text 1" cl. to

AutoCAD SHX Text bolt head

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 16'-3 "34"

AutoCAD SHX Text Curb expansion joint

AutoCAD SHX Text 5 curb joints spaced @ 19'-4"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text lane

AutoCAD SHX Text 2'-8 "14"

AutoCAD SHX Text shoulder

AutoCAD SHX Text 1'-5 " curb12" curb

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 14'-8 "14"

AutoCAD SHX Text 2'-5 "34"

AutoCAD SHX Text Rail Post

AutoCAD SHX Text Bent No. 2

AutoCAD SHX Text 16'-3 "34"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 37'-0"

AutoCAD SHX Text Weld Tie

AutoCAD SHX Text 5-DKBT60 prestressed concrete girders

AutoCAD SHX Text 7 "12"

AutoCAD SHX Text 14'-8 "14"

AutoCAD SHX Text 2'-8 "14"

AutoCAD SHX Text 14'-8 "14"

AutoCAD SHX Text End of girder top flange

AutoCAD SHX Text 3'-10 "14"

AutoCAD SHX Text 1 "12" min.

PACIFIC NORTHWEST REGION

R6 BENT DETAILS

TRAIL CREEK BRIDGE CONSTRUCTION

WALLOWA-WHITMAN

NATIONAL FOREST

WHITMAN RANGER DISTRICT

5200000-0.90 R34840-5

12 20

AutoCAD SHX Text Checked:

AutoCAD SHX Text Design:

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text Forest

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Sub Sheet:

AutoCAD SHX Text Sheet

AutoCAD SHX Text

AutoCAD SHX Text Project No:

AutoCAD SHX Text

DAVID SCOVELL

AutoCAD SHX Text

D. SCOVELL/R. MILLS

AutoCAD SHX Text

D. STRAHL/K. VAN HECKE

AutoCAD SHX Text

REVISION: MAR, 2020

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 38'-8" out-to-out pile cap

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text Scale: " = 1'-0"38" = 1'-0"

AutoCAD SHX Text

%%UPLAN - BENT NO. 1

AutoCAD SHX Text Scale: " = 1'-0"316" = 1'-0"

AutoCAD SHX Text 32'-6" out-to-out deck

AutoCAD SHX Text 1'-5 " 12" curb

AutoCAD SHX Text Slope 2%

AutoCAD SHX Text 11'-5"

AutoCAD SHX Text Bent

AutoCAD SHX Text Girder

AutoCAD SHX Text

%%UBENT SECTION A-A

AutoCAD SHX Text Bent & Bearing

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 7"

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 7, 2020.