DR Signed PL_5125000-2.95_Limber Jim Cr_061606000035662_signedAT.pdf

PDF 4 MB Posted Apr 4, 2022

Attached to: Limber Jim Aquatic Organism Passage
Solicitation number: 1240BJ22R0008
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes engineering drawings and general notes for a federal construction project to improve aquatic organism passage at Limber Jim Creek on the Wallowa-Whitman National Forest in Oregon. The project involves aggregate surfaced and paved surfaced roads, material sources, water sources, and other site infrastructure. Specifications for construction materials and methods will adhere to applicable AASHTO and Forest Service standards for load ratings and designs. The solicitation seeks bids for the Limber Jim Aquatic Organism Passage project under Solicitation Number 1240BJ22R0008 from the Department of Agriculture Forest Service. Construction is to improve fish and wildlife habitat connectivity.

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3/11/2022

AGGREGATE SURFACED ROAD

PAVED SURFACED ROADS

LEGEND

MATERIAL SOURCE

WATER SOURCE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

2 1 1:

C :\U

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

VICINITY MAP

1/21/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /22

7 R

:\U

W G;

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

GENERAL NOTES

3/9/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

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 SUPPLEMENTAL SPECIFICATIONS (FSSS). DESIGN SPECIFICATIONS AND LOADS DESIGN BRIDGE SUPERSTRUCTURE AND SUBSTRUCTURE IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR AN HL-93 LIVE LOADING, AASHTO LRFD 9TH EDITION (2020) LIVE LOAD: HL-93 INCLUDING DYNAMIC LOAD ALLOWANCE (ADT<1000) DEAD LOAD: CONCRETE AT 150 PCF, SOIL LOAD AT 120 PCF, STEEL AT 490 PCF LOAD RATING LOAD RATE SUPERSTRUCTURE IN ACCORDANCE WITH THE "MANUAL FOR BRIDGE EVALUATION," CURRENT EDITION WITH INTERIMS, USING LRFR METHODOLOGY (CH. 6A) RATE FOR THE FOLLOWING VEHICLES AND CONFIGURATIONS USING THE DESIGNATED LOAD MODIFICATION FACTORS: HL-93 (VEHICLE + LANE OR TANDEM AXLES + LANE); TYPE 3, TYPE 3S2, AND TYPE 3-3; SPECIAL HAUL VEHICLES SU4 THROUGH SU7; EMERGENCY VEHICLE CONFIGURATION EV2 AND EV3; AND OREGON SPECIAL PERMIT LOADS OR-STP-3, 4A, 4B,. RATE THE HL-93 FOR INVENTORY AND OPERATING, AND RATE ALL OTHER VEHICLES FOR THE SAFE OPERATING CAPACITY. MATERIALS CONCRETE: CONCRETE SHALL BE AIR ENTRAINED CLASS P(AE) OR SCC CONCRETE SHALL BE AIR ENTRAINED CLASS P(AE) OR SCC WITH A 28 DAY COMPRESSIVE STRENGTH AS REQUIRED BY DESIGNER. FINISH EXTERIOR VERTICAL FACES OF SUBSTRUCTURE, ALL SURFACES OF CURBS AND EXPOSED FACE OF WINGWALLS TO 2 FEET BELOW FINISHED GRADE WITH A CLASS 2 "RUBBED FINISH" OR OTHER FINISH AGREED TO BY CO. MANUFACTURE CONCRETE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES AND RE-ENTRANT CORNERS 3/4" (UNLESS NOTED OTHERWISE). REINFORCING STEEL: ALL NON-PRESTRESSED REINFORCING STEEL SHALL ALL NON-PRESTRESSED REINFORCING STEEL SHALL BE OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A 615), 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. GROUT: USE NON-SHRINK GROUT PER MANUFACTURER'S USE NON-SHRINK GROUT PER MANUFACTURER'S RECOMMENDATIONS. WATER: WATER IS AVAILABLE WITH A VALID LIMITED WATER USE LICENSE 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. THE MATERIAL SOURCE FOR CRUSHED AGGREGATE, PIT RUN, OR OTHER ROCK MATERIALS IS LOCATED AT NFSR 5130021, LIMBER JIM PIT. PRE-CAST CONCRETE BRIDGE: MANUFACTURER'S CERTIFICATION BY PCI OR NPCA IS REQUIRED. ALTERNATIVELY, MANUFACTURER MAY SUBMIT A QUALITY CONTROL PLAN FOR APPROVAL. PRECAST MODULAR CONCRETE STRUCTURE (PACIFIC BRIDGE OR APPROVED EQUAL) WITH DIMENSIONS OF 15'-0" BRIDGE WIDTH OR 14'-0" MINIMUM BRIDGE AND ROADWAY WIDTH AND 26'-0" CLEAR OPENING WIDTH. BRIDGE SHALL HAVE 4 - 10'-0" LONG WINGWALLS WITHOUT TAPER. CERTIFICATIONS WILL BE REQUIRED UPON DELIVERY. SUBMIT ALTERNATIVE CONFIGURATIONS/MATERIALS FOR APPROVAL DURING BIDDING IN ACCORDANCE WITH THE FEDERAL ACQUISITION REGULATIONS. DESIGN AND ASSEMBLE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. PLACE BACKFILL IN ACCORDANCE WITH FSSS, SECTION 204 AND STRUCTURAL BACKFILL IN ACCORDANCE WITH FSSS, SECTION 208. BRIDGE RAILING: DESIGN RAILING TO TEST LEVEL 2 (TL-2) STATIC LOADS WITH A HEIGHT ABOVE ROADWAY OF 31". THE SYSTEM IS OWNER DESIGNATED AND IS NOT CRASH-TESTED, THOUGH IT SHOULD BE A CONFIGURATION THAT RE-DIRECTS TRAFFIC IF IMPACTED. PRELIMINARY SOIL INVESTIGATION NO SUBSURFACE INVESTIGATION WAS CONDUCTED. OBSERVATION OF SURFACE MATERIALS AT THE SITE CATEGORIZES MATERIALS AS SMALL COBBLES, GRAVELS, AND SANDS. THE NOMINAL BEARING RESISTANCE IS ESTIMATED TO BE 10 KSF. HYDROLOGY AND HYDRAULICS THE BRIDGE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH A STAGE ELEVATION OF 4227.7 FEET AND FIVE FEET OF FREEBOARD. (Q100 = 740 CFS) REMOVAL OF STRUCTURES AND OBSTRUCTIONS REMOVE AND DISPOSE OF EXISTING CULVERT LEGALLY OFF FOREST SYSTEM LANDS. EXISTING CULVERT IS AN OPEN BOTTOM MULTI-PLATE: APPROXIMATELY 11'-9" IN SPAN 4'-10" RISE X 40'-0" LENGTH, WITH APPROXIMATELY 1'-6" WIDE X 1'-9" TALL STIRP CONCRETE FOOTINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT LOCAL UTILITY COMPANIES TO LOCATE ANY BURIED UTILITIES BEFORE EXCAVATING STAGING STAGE EQUIPMENT AT PROPOSED LOCATIONS WHEN NOT IN USE OR IN USE OR PROVIDE ALTERNATE PLAN FOR APPROVAL SUBMITTALS SHOP DRAWINGS AND DESIGN CALCULATIONS FOR PRECAST COMPONENTS SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON OR THE STATE OF MANUFACTURE. SUBMIT SHOP DRAWINGS INCLUDING REBAR AND PRESTRESSING STEEL SIZE AND LOCATIONS TO THE CO IN ACCORDANCE WITH THE CONTRACT SECTION H-6, FP-14 AND FSSS SPECIFICATIONS. SUBMIT GEOTECHNICAL DESIGN CALCULATIONS FOR SUBSTRUCTURE ELEMENTS (FACTORED BEARING PRESSURE) STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON OR THE STATE OF MANUFACTURE. INSPECTION RECEIVE WRITTEN APPROVAL FROM CO PRIOR TO ANY OF THE FOLLOWING ACTIVITIES: PLACEMENT OF ABUTMENT BACKFILLING OF ABUTMENT PLACEMENT OF STREAM SIMULATION MATERIAL STREAM REWATERING PLACEMENT OF SUPERSTRUCTURE PLACEMENT OF BASE COURSE ROCK ON SUBGRADE EXCAVATION SALVAGE, STOCKPILE SEPARATELY, AND UTILIZE SUITABLE STREAM MATERIAL REMOVED DURING EXCAVATION IN THE STREAM SIMULATION PROCESS. ALL OTHER SUITABLE MATERIAL SHALL BE USED AS UNCLASSIFIED BORROW IN EMBANKMENT CONSTRUCTION AND/OR BACKFILL OF CULVERT EXCAVATION. FILL VOIDS ADJACENT TO FOOTING AND COMPACT SUCH THAT WATER IS NOT ALLOWED TO FLOW SUBSURFACE. IN-STREAM WORK THE IN-STREAM WORK WINDOW FOR LIMBER JIM CREEK IS JULY 1ST - IN-STREAM WORK WINDOW FOR LIMBER JIM CREEK IS JULY 1ST - JULY 31ST. ALL LIVE IN-STREAM WORK MUST BE COMPLETED WITHIN THIS TIME FRAME. FISH REMOVAL WILL BE DONE BY THE FOREST SERVICE AND TAKE PLACE ON THE FIRST DAY OF THE IN-WATER WORK PERIOD OR OTHER AGREED UPON TIME. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ACCOMMODATIONS FOR THIS PROCESS AND TO PROVIDE A MINIMUM 5 DAYS ADVANCE NOTICE TO CONTRACTING OFFICER. TRAFFIC CONTROL SEE FSSS TABLE 156-1 FOR ROAD CLOSURE LOCATION AND PERIODS. NFSR 5125 MAY BE CLOSED AT BRIDGE SITE FROM JULY 1ST - JULY 31ST. OPTION ITEM THREE: CONTRACTOR TO SUBMIT PLAN AND CONSTRUCT A TEMPORARY BYPASS FOR NFSR 5125. TEMPORARY CULVERT SHALL BE SIZED TO PASS EXPECTED PEAK FLOW ANTICIPATED DURING THE TIME OF YEAR CONSTRUCTION WILL OCCUR. CONTRACTOR RESPONSIBLE FOR MAINTAINING BYPASS ROAD DURING CONSTRUCTION. ROAD SHALL BE PASSABLE TO RECREATIONAL AND EMERGENCY VEHICLES. SEE PLAN SHEET 5 FOR SEE PLAN SHEET 5 FOR LIMITATIONS ON DEWATERING AND DISTURBANCE. PLACE TRAFFIC CONTROL SIGNS AS APPROPRIATE ON ALL ROADS WHERE CONSTRUCTION TRAFFIC MAY CREATE A HAZARD OR WHERE CONSTRUCTION TRAFFIC MAY IMPEDE THE NORMAL FLOW OF VEHICLES. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING OVERLOAD PERMITS ON COUNTY, STATE, AND FEDERAL ROADS. CONTACT CO FOR FOREST SERVICE OVERLOAD PERMIT APPLICATION. SEPARATE PERMIT IS REQUIRED FOR EACH OVERLOAD CONFIGURATION. CONTRACTOR RESPONSIBLE TO COORDINATE WITH ANY OTHER CONTRACTORS WORKING ON FOREST SERVICE PROJECTS IN THE FSR 5125 VICINITY AND MAINTAIN ACCESS FOR THEIR USE. DEWATERING NOTES SUBMIT DIVERSION & DEWATERING PLAN IN WRITING TO CO FOR APPROVAL. ANY TEMPORARY CULVERT SHALL BE SIZED TO PASS EMPORARY CULVERT SHALL BE SIZED TO PASS EXPECTED PEAK FLOW ANTICIPATED DURING THE TIME OF YEAR CONSTRUCTION WILL OCCUR.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /22

7 R

:\U

W G;

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

ESTIMATE OF

QUANTITIES

3/9/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

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THWAG

AutoCAD SHX Text 4224.861

AutoCAD SHX Text

EW2

AutoCAD SHX Text 4224.753

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4226.215

AutoCAD SHX Text

TB2

AutoCAD SHX Text 4227.087

AutoCAD SHX Text

TB2

AutoCAD SHX Text 4227.447

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4225.437

AutoCAD SHX Text

EW2

AutoCAD SHX Text 4224.636

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4224.501

AutoCAD SHX Text

EW1

AutoCAD SHX Text 4224.974

AutoCAD SHX Text

HWM1

AutoCAD SHX Text 4225.958

AutoCAD SHX Text

TB1

AutoCAD SHX Text 4226.951

AutoCAD SHX Text

TB1

AutoCAD SHX Text 4226.426

AutoCAD SHX Text

HWM1

AutoCAD SHX Text 4225.327

AutoCAD SHX Text

EW1

AutoCAD SHX Text 4224.584

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4223.954

AutoCAD SHX Text

EW2

AutoCAD SHX Text 4224.46

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4225.832

AutoCAD SHX Text

TB2

AutoCAD SHX Text 4229.351

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4225.583

AutoCAD SHX Text

EW2

AutoCAD SHX Text 4224.284

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4223.881

AutoCAD SHX Text

EW1

AutoCAD SHX Text 4224.242

AutoCAD SHX Text

HWM1

AutoCAD SHX Text 4225.249

AutoCAD SHX Text

TB1

AutoCAD SHX Text 4226.584

AutoCAD SHX Text

TB1

AutoCAD SHX Text 4225.832

AutoCAD SHX Text

HWM1

AutoCAD SHX Text 4224.744

AutoCAD SHX Text

HWM1

AutoCAD SHX Text 4224.995

AutoCAD SHX Text

EW1

AutoCAD SHX Text 4223.926

AutoCAD SHX Text

EW1

AutoCAD SHX Text 4223.712

AutoCAD SHX Text

EW1 CMP

AutoCAD SHX Text 4223.679

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4223.994

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4222.979

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4222.813

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4223.173

AutoCAD SHX Text

EW2

AutoCAD SHX Text 4224.192

AutoCAD SHX Text

EW2

AutoCAD SHX Text 4223.917

AutoCAD SHX Text

EW2 CMP

AutoCAD SHX Text 4223.958

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4225.988

AutoCAD SHX Text

TB2

AutoCAD SHX Text 4228.998

AutoCAD SHX Text

TB2

AutoCAD SHX Text 4228.715

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4226.707

AutoCAD SHX Text

HWM2

AutoCAD SHX Text 4226.1

AutoCAD SHX Text

TB2

AutoCAD SHX Text 4227.829

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4223.531

AutoCAD SHX Text

EW11 CMP

AutoCAD SHX Text 4223.659

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4224.977

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4226.25

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4223.048

AutoCAD SHX Text

EW11

AutoCAD SHX Text 4223.375

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4224.74

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4226.642

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4225.645

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4224.48

AutoCAD SHX Text

EW11

AutoCAD SHX Text 4223.066

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4222.554

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4221.995

AutoCAD SHX Text

EW11

AutoCAD SHX Text 4222.326

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4224.125

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4224.567

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4223.734

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4222.653

AutoCAD SHX Text

EW11

AutoCAD SHX Text 4221.713

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4221.516

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4221.335

AutoCAD SHX Text

EW11

AutoCAD SHX Text 4221.549

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4222.686

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4223.298

AutoCAD SHX Text

TB3

AutoCAD SHX Text 4223.508

AutoCAD SHX Text

HWM3

AutoCAD SHX Text 4222.335

AutoCAD SHX Text

EW11

AutoCAD SHX Text 4220.849

AutoCAD SHX Text

THWAG

AutoCAD SHX Text 4220.273

AutoCAD SHX Text

1_OPUS

AutoCAD SHX Text 4234.216

AutoCAD SHX Text

1(MOVED)

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text 4234.216

AutoCAD SHX Text

TOE1

AutoCAD SHX Text 4231.32

AutoCAD SHX Text

TOP1

AutoCAD SHX Text 4232.03

AutoCAD SHX Text

SH1

AutoCAD SHX Text 4232.097

AutoCAD SHX Text

ER1

AutoCAD SHX Text 4232.451

AutoCAD SHX Text

CLR1

AutoCAD SHX Text 4232.244

AutoCAD SHX Text

ER2

AutoCAD SHX Text 4232.076

AutoCAD SHX Text

SH2

AutoCAD SHX Text 4231.547

AutoCAD SHX Text

TOE2 BL

AutoCAD SHX Text 4229.923

AutoCAD SHX Text

TOE1

AutoCAD SHX Text 4228.812

AutoCAD SHX Text

SH1

AutoCAD SHX Text 4230.778

AutoCAD SHX Text

ER1

AutoCAD SHX Text 4230.987

AutoCAD SHX Text

CLR1

AutoCAD SHX Text 4231.024

AutoCAD SHX Text

ER2

AutoCAD SHX Text 4230.754

AutoCAD SHX Text

SH2

AutoCAD SHX Text 4230.461

AutoCAD SHX Text

TOE2

AutoCAD SHX Text 4228.566

AutoCAD SHX Text

TOE1

AutoCAD SHX Text 4227.313

AutoCAD SHX Text

SH1

AutoCAD SHX Text 4229.846

AutoCAD SHX Text

ER1

AutoCAD SHX Text 4230.313

AutoCAD SHX Text

CLR1

AutoCAD SHX Text 4230.406

AutoCAD SHX Text

SH2

AutoCAD SHX Text 4230.371

AutoCAD SHX Text

TOE2

AutoCAD SHX Text 4229.176

AutoCAD SHX Text

TOE1

AutoCAD SHX Text 4225.785

AutoCAD SHX Text

SH1

AutoCAD SHX Text 4229.84

AutoCAD SHX Text

ER1

AutoCAD SHX Text 4230.489

AutoCAD SHX Text

CLR1

AutoCAD SHX Text 4230.654

AutoCAD SHX Text

ER2

AutoCAD SHX Text 4230.511

AutoCAD SHX Text

SH2

AutoCAD SHX Text 4230.223

AutoCAD SHX Text

TOE2

AutoCAD SHX Text 4229.78

AutoCAD SHX Text

TOE1

AutoCAD SHX Text 4227.752

AutoCAD SHX Text

SH1

AutoCAD SHX Text 4229.522

AutoCAD SHX Text

ER1

AutoCAD SHX Text 4229.781

AutoCAD SHX Text

CLR1

AutoCAD SHX Text 4230.066

AutoCAD SHX Text

ER2

AutoCAD SHX Text 4230.186

AutoCAD SHX Text

SH2

AutoCAD SHX Text 4229.95

AutoCAD SHX Text

DIT6 BL

AutoCAD SHX Text 4228.996

AutoCAD SHX Text

TOE1

AutoCAD SHX Text 4223.046

AutoCAD SHX Text

SH1

AutoCAD SHX Text 4226.463

AutoCAD SHX Text

ER1

AutoCAD SHX Text 4226.645

AutoCAD SHX Text

CLR1

AutoCAD SHX Text 4227.09

AutoCAD SHX Text

ER2

AutoCAD SHX Text 4227.195

AutoCAD SHX Text

SH2

AutoCAD SHX Text 4227.007

AutoCAD SHX Text

DIT6

AutoCAD SHX Text

DIT3BL

AutoCAD SHX Text 4229.789

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4229.096

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4228.934

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4228.279

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4228.319

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4227.19

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4227.298

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4227.357

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4227.18

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4227.093

AutoCAD SHX Text

DIT3

AutoCAD SHX Text 4226.67

AutoCAD SHX Text

CULINV1 BL

AutoCAD SHX Text 4227.056

AutoCAD SHX Text

CULINV1

AutoCAD SHX Text 4227.185

AutoCAD SHX Text

TB5 BL

AutoCAD SHX Text 4231.452

AutoCAD SHX Text

DIT4 BL

AutoCAD SHX Text 4231.118

AutoCAD SHX Text

SH4 BL

AutoCAD SHX Text 4231.893

AutoCAD SHX Text

ER4 BL

AutoCAD SHX Text 4232.271

AutoCAD SHX Text

CLR4 BL

AutoCAD SHX Text 4232.854

AutoCAD SHX Text

ER5 BL

AutoCAD SHX Text 4233.025

AutoCAD SHX Text

SH5 BL

AutoCAD SHX Text 4233.247

AutoCAD SHX Text

TOE5 BL

AutoCAD SHX Text 4230.101

AutoCAD SHX Text

ER4

AutoCAD SHX Text

CLR4

AutoCAD SHX Text

ER5

AutoCAD SHX Text 4237.258

AutoCAD SHX Text

SH5

AutoCAD SHX Text 4237.28

AutoCAD SHX Text

TOE5

AutoCAD SHX Text 4236.355

AutoCAD SHX Text

TB4 BL

AutoCAD SHX Text 4226.1

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4224.364

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4223.343

AutoCAD SHX Text

TB4

AutoCAD SHX Text 4224.89

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4224.592

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4223.566

AutoCAD SHX Text

TB4

AutoCAD SHX Text 4226.356

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4224.443

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4223.083

AutoCAD SHX Text

TB4

AutoCAD SHX Text 4223.699

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4223.693

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4222.579

AutoCAD SHX Text

TB4

AutoCAD SHX Text 4224.034

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4223.158

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4221.9

AutoCAD SHX Text

TB4

AutoCAD SHX Text 4223.656

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4222.587

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4221.581

AutoCAD SHX Text

TB4

AutoCAD SHX Text 4222.393

AutoCAD SHX Text

HWM4

AutoCAD SHX Text 4221.646

AutoCAD SHX Text

EW4

AutoCAD SHX Text 4220.925

AutoCAD SHX Text

LOCATION OF EXISTING LOG JAM

AutoCAD SHX Text

GRANDE RONDE RIVER APPROXIMATELY 300 YARDS DOWNSTREAM

AutoCAD SHX Text

PROTECT SIDE CHANNEL

AutoCAD SHX Text

NEW STREAM ALIGNMENT

AutoCAD SHX Text

NFSR 5130

AutoCAD SHX Text

NFSR 5125

AutoCAD SHX Text

NFSR 5125

AutoCAD SHX Text

CONSTRUCT BYPASS ROAD 21202.2

AutoCAD SHX Text

STA 3+30 BEGIN STREAM REALIGNMENT

AutoCAD SHX Text

STA 1+75 END STREAM REALIGNMENT

AutoCAD SHX Text

PROPOSED STAGING AREA MAINTAIN ACCESS TO NFSR 5130

AutoCAD SHX Text

PROVIDE SMOOTH TRANSITION TO EXISTING ROAD JUNCTION

AutoCAD SHX Text

STA 5+96 TO 6+26 TRANSITION TO 16' ROADWAY

AutoCAD SHX Text

STA 4+10 TO 4+40 TRANSITION TO GUARDRAIL SECTION

AutoCAD SHX Text

LIMITS OF DISTURBANCE CONSTRUCT PROPOSED STREAM BYPASS NORTH OF THIS BOUNDARY.

AutoCAD SHX Text

STA 5+35 REMOVE EXISTING CULVERT

AutoCAD SHX Text

NFSR 5125

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

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AutoCAD SHX Text

STATIONS AND LOCATIONS ARE TO NFSR 5125 CENTERLINE

FLOW

EXISTING STREAM ALIGNMENT

AutoCAD SHX Text

NEW STREAM ALIGNMENT 64801

AutoCAD SHX Text

NEW EDGE OF ROAD FILL

AutoCAD SHX Text

39'-7" MFLEAT FLARED TERMINAL SECTION (TL-2) SEE ODOT RD 421 61702.1

AutoCAD SHX Text

PLACE 5 CY OF RIP RAP AT EACH WING WALL AS DIRECTED BY CO 25101 (TYP)

AutoCAD SHX Text

13'-6 " THRIE BEAM 12" THRIE BEAM TRANSITION RAIL SEE ODOT BR 233 61701.1

AutoCAD SHX Text

EDGE OF ROADWAY

AutoCAD SHX Text

10:1 TAPER BACK TO 16' ROAD TEMPLATE (STA 4+10 TO 4+40)

AutoCAD SHX Text CONSTRUCT 1' WIDE X 3' DEEP X 50' TRENCH DURING STREAM SIMULATION; F.S. TO PLACE WILLOW STAKES CONTRACTOR TO BACKFILL; 64801

AutoCAD SHX Text

10:1 TAPER BACK TO 16' ROAD TEMPLATE (STA 5+98 TO 6+28)

AutoCAD SHX Text 7'-3 " TRANSITION RAIL 12" TRANSITION RAIL SEE ODOT BR 233 ATTACH TO TERMINAL SECTION 61701.1

AutoCAD SHX Text

PLACE ADDITIONAL 5 CY OF RIP RAP; THIS WING WALL 25101

AutoCAD SHX Text

STA 5+59 INSTALL 18" X 48' CMP 60218

AutoCAD SHX Text

CULVERT INLET EL: 4226.6'

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

INSTALL THRIE BEAM BRIDGE RAIL BUFFERED END 55602 (TYP)

AutoCAD SHX Text

NFSR 5125

AutoCAD SHX Text

NFSR 5125

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/7 /22

2 R

:\U

JIM

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

BRIDGE PROFILE

3/7/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

AutoCAD SHX Text

STA 3+30 MATCH EXISTING STREAM

AutoCAD SHX Text

STA 1+75 MATCH EXISTING STREAM

AutoCAD SHX Text

SEE SHEET 11 FOR BRIDGE RAIL AND PAVING DETAILS

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

LIMBER JIM STREAM PROFILE

AutoCAD SHX Text Q100

AutoCAD SHX Text

SEE STREAM DETAILS SHEET 10

AutoCAD SHX Text

TL-2 BRIDGE RAIL

AutoCAD SHX Text

Q100: 740 CFS, DEPTH : 4'-0" Q2: 200 CFS, 2'-3" PREDICTED SCOUR EL: 4222.2'

AutoCAD SHX Text

PLACE 6" AGGREGATE GRADING D 30103

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

NFSR 5125 BRIDGE PROFILE

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PROJECT NAME

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WINGWALLS NOT SHOWN FOR CLARITY

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/7 /22

2 R

:\U

JIM

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

BYPASS ROAD PLAN

AND PROFILE

3/7/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

Feet

0 25 50

AutoCAD SHX Text *DIMENSIONS SHOWN ARE SPECIFIC TO THE 5125 REPLACEMENT BYPASS ROAD. REMOVE BYPASS ROAD SURFACING, CULVERT, GEOTEXTILE, AND RETURN TO ORIGINAL GRADE AT COMPLETION OF PROJECT.

AutoCAD SHX Text BYPASS ROAD STRUCTURE DETAIL 5125 BYPASS STA 10+00 - 14+00 5125 BYPASS STA 10+00 - 14+00 OPTION ITEM 3

AutoCAD SHX Text

6" OF PIT RUN 21202.3

AutoCAD SHX Text GEOTEXTILE SEPARATION FABRIC PLACED ON TOP OF NATIVE MATERIAL APPROXIMATELY FROM STATION 10+50 TO 13+50 INDIRECT TO PAY ITEM 21202.3

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PROFILE GRADE

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 3 - 4%

AutoCAD SHX Text

DISTURB NATIVE MATERIAL TO MINIMUM EXTENT

AutoCAD SHX Text

CONTRACTOR SUPPLIED CULVERT; 15757, 21202

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FILL MATERIAL MAY BE BROUGHT IN FROM LIMBER JIM PIT OR SALVAGED FROM EXCAVATION

AutoCAD SHX Text PLACE GEOTEXTILE FABRIC AND 6" OF PIT RUN; LOW SPOTS MAY BE FILLED WITH BORROW TO PROVIDE SMOOTHER PROFILE 21202.3

AutoCAD SHX Text

MATCH NFSR 5125

AutoCAD SHX Text

MATCH NFSR 5125

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PROJECT NAME

AutoCAD SHX Text F

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/7 /22

2 R

:\U

JIM

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

NFSR 5125 ROAD

PROFILE

3/7/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

AutoCAD SHX Text

ROADWAY EMBANKMENT 20401

AutoCAD SHX Text

STRUCTURAL EXCAVATION AND EMBANKMENT 20858, 20859

AutoCAD SHX Text

ROADWAY EXCAVATION 20401

AutoCAD SHX Text

STA 7+25; END PLACING AGGREGATE

AutoCAD SHX Text

STA 3+25; BEGIN PLACING 6" PLACING AGGREGATE, 30103

AutoCAD SHX Text *TO MATCH BRIDGE GUARDRAIL SECTION; TAPER CROWN TO 2% 25'-0" BEFORE AND AFTER ASPHALT SURFACING.

AutoCAD SHX Text 5125 ROAD STRUCTURE DETAIL 5125 STA 3+25 - 4+10 & 6+28 - 7+255125 STA 3+25 - 4+10 & 6+28 - 7+25

AutoCAD SHX Text

6" OF AGGREGATE GRADING D 30103

AutoCAD SHX Text

COMPACTED ROAD FILL 20401

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 3%*

AutoCAD SHX Text 3%

AutoCAD SHX Text

1.5:1 MAX

AutoCAD SHX Text

*15'-0" SHOWN, MINIMUM OF 14'-0" TRAVELED WAY REQUIRED

AutoCAD SHX Text BRIDGE REPLACEMENT GUARDRAIL ROAD STRUCTURE DETAIL 5125 STA 4+43 TO BOB & EOB TO 5+955125 STA 4+43 TO BOB & EOB TO 5+95

AutoCAD SHX Text

6" OF AGGREGATE GRADING D 30103

AutoCAD SHX Text

COMPACTED ROAD FILL 20401

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 2%

AutoCAD SHX Text 1.5:1

3" HMAC ASPHALT 40301.2

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PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/3 /22

0 R

:\U

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

STREAM SIMULATION

DETAILS

3/3/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

AutoCAD SHX Text BED CLASS 16 STREAMBED SIMULATION MATERIAL (TYP) MATERIAL MAY NEED TO BE IMPORTED FROM DESIGNATED SOURCES INCIDENTAL TO 64801

AutoCAD SHX Text

BED CLASS 4 STREAMBED SIMULATION MATERIAL (TYP)

AutoCAD SHX Text

NATIVE MATERIAL

AutoCAD SHX Text

BED CLASS 12 STREAMBED SIMULATION MATERIAL (TYP)

AutoCAD SHX Text

BED CLASS 4 STREAMBED SIMULATION MATERIAL (TYP)

AutoCAD SHX Text

NATIVE MATERIAL

AutoCAD SHX Text

USE EXCAVATED MATERIAL AS STREAM SIMULATION TO EXTENT POSSIBLE

AutoCAD SHX Text

MAINTAIN ACCESS TO BACKWATER CHANNEL FROM DOWNSTREAM LOG JAM

AutoCAD SHX Text

CONSTRUCT BANK

AutoCAD SHX Text

STREAM SIMULATION INSIDE BRIDGE SECTION VIEW

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STREAM SIMULATION OUTSIDE BRIDGE SECTION VIEW

AutoCAD SHX Text STREAM SIMULATION NOTES: SPECIFICATION: 648 PLACE STREAM SIMULATION TO REFLECT UNDISTURBED CONDITIONS UPSTREAM AND DOWNSTREAM OF THE PROJECT AREA. THIS INCLUDES BUT IS NOT LIMITED TO INCORPORATING WOOD AND BOULDERS IN THE FINAL STREAM STRUCTURE. FILL ALL VOIDS WITH FINER MATERIAL, FILL ALL VOIDS WITH FINER MATERIAL, PARTICULARLY STREAMBED CLASS 16. USE EXCAVATED MATERIAL AS STREAM SIMULATION MATERIAL TO THE EXTENT PRACTICABLE. WHEN PLACING STREAM SIMULATION MATERIAL IN A CHANNEL FOR RESTORATION OUTSIDE THE STRUCTURE, EXCAVATE OR FILL TO ACHIEVE THE DESIGN CHANNEL SHAPE SHOWN ON THIS SHEET. VARY THE WIDTH AND DEPTH WITHIN THE SPECIFIED RANGES TO HELP CREATE A SIMULATED CHANNEL. MAINTAIN HORIZONTAL LOCATION OF THALWEG (DEEPEST PART OF CHANNEL) TO NEAR THE CENTER OF SIMULATED STREAM. RANDOMLY PLACE KEY PIECES TO INCLUDE BOULDERS & STUMPS INTO STREAMBED AS AGREED TO BY CO. KEY PIECES ARE BOULDERS LARGER THAN 8" DIAMETER OR TREE STUMPS AND ROOT WADS LARGER THAN 8". KEY PIECES SHALL BE BURIED AT LEAST THEIR DEPTH. 12 THEIR DEPTH. PLACE FINE MATERIAL AND SOIL ALONG EDGE OF CONSTRUCTED BANK. PROTECT OR SALVAGE EXISTING RIPARIAN SHRUBS. REPLANT SALVAGED SHRUBS AT CONCLUSION OF IN-STREAM ACTIVITIES; INDIRECT TO PAY ITEM 64804

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SELECTED CROSS SECTIONS

*STREAM BANKFULL WIDTH ESTIMATED AT 16' TO 20'

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/7 /22

2 R

:\U

JIM

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

BRIDGE ROADWAY

DETAILS AND EXISTING

CULVERT LOCATION

3/7/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

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40301.1 HMAC

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PRECAST CONCRETE BRIDGE 57101

AutoCAD SHX Text L8" x 6" X " ANGLE; 12" ANGLE; ATTACH TO EDGE BRIDGE PLANK PER MANUFACTURER'S RECOMMENDATIONS 57101

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ODOT BR 233 SIDE MOUNT 31" THRIE BEAM BRIDGE RAIL

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6" FOUNDATION FILL 20802

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FILL WITH COMPACTED 6" LIFTS

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REMOVE EXISTING CULVERT LOCATION 11'-7" SPAN X 4'-9" RISE 20301

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EXISTING GROUND

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FINISHED GRADE

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REMOVE EXISTING CONCRETE FOUNDATIONS AND BAFFLES 20301

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HILLSIDE PITS

OTHER AREAS

AGGREGATE SOURCE/ USE LOCATIONS

PIT DEVELOPMENT PLAN: 31401

GENERAL NOTES:

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 2/2

2 1 0:

C :\U

. D

PACIFIC NORTHWEST

LIMBER JIM CREEK

AQUATIC ORGANISM

PASSAGE

WALLOWA-WHITMAN

NATIONAL FOREST

LA GRANDE RANGER

DISTRICT

PIT DEV. DETAIL

2/22/2022

FS090523_R102013_L1-002.dwg

R. MILLS

K. YOUNG

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(12' MIN)

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BENCH

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(14' MIN)

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SLOPE 0-2%

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%%USOURCE

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%%ULOCATION

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%%UPAY ITEM

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NO BOULDERS GREATER THAN 3' IN DIAMETER SHALL REMAIN WITHIN 5' OF ROAD SHOULDER

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ROADSIDE DITCH, TYP

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CONSTRUCT SETTLING AREA, MIN. 5' WIDTH

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BERM

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FSR 5130021 (LIMBERJIM PIT)

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1. EXACT PIT LOCATION, LIMITS, ETC. WILL BE STAKED BY THE EXACT PIT LOCATION, LIMITS, ETC. WILL BE STAKED BY THE FOREST SERVICE. 2. CLEARING, GRUBBING, AND SLASH REMOVAL METHODS CLEARING, GRUBBING, AND SLASH REMOVAL METHODS SHALL BE IN ACCORDANCE WITH SECTION 201 AND SHALL BE INCIDENTAL TO ITEM 65101. SLASH DISPOSAL METHODS SHALL BE IN ACCORDANCE WITH FSSS 203.05, METHOD (f). 3. PIT SLOPES SHALL BE AS SHOWN, OR AS APPROVED BY PIT SLOPES SHALL BE AS SHOWN, OR AS APPROVED BY THE CONTRACTING OFFICER. 4. UNSUITABLE AND EXCESS EXCAVATION DISPOSAL AREAS UNSUITABLE AND EXCESS EXCAVATION DISPOSAL AREAS WILL BE STAKED ON GROUND BY CO. 5. WHERE PAY ITEMS ARE LISTED ON MULTIPLE PITS, WHERE PAY ITEMS ARE LISTED ON MULTIPLE PITS, CONTRACTOR HAS DISCRETION ON WHICH PIT TO USE.

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6'-3" (typ.)

Pay Length for Thrie Beam Rail

Jam nut d e p th

2" 1"

See Grading Plans

8" x 8" timber block (typ.)

Thrie Beam transition, double thickness, 2-0.105" thick elements.

+0.01 -0.00

Hot dip galvanize all structural steel and hardware after fabrication.

Fabricate railing to the horizontal and vertical alignment of the structure. Install posts normal to grade. When wearing surface thickness varies due to beam camber and/or superelevation, vary rail post lengths to provide uniform rail height.

Tighten upper high strength post bolts 1/6 turn past snug tight condition. Tighten lower high strength post bolts 1/3 turn past snug tight condition.

Do not use this rail for 12" thick slab.

1" dia. hole

Plumb post by shimming with washers for transverse roadway slopes to .06. For transverse roadway slopes greater than

.06 set post normal to roadway surface.

Ctr. of posts.

Thrie Beam transition, single thickness, 1-0.135" thick elements.

See NOTE 1 (This sheet)

Provide steel posts and plates conforming to AASHTO Specification

2-concrete inserts*

Double thickness (2) rail elements

W8x15

W6x9

Post

Finish grade

Accompanied by dwgs.

Guardrail Transition, each

PLAN

ELEVATION

SECTION A-A

POST DETAILS: SIDE MOUNT

m in

M183 (ASTM A36), unless noted otherwise.

Provide anchor bolts conforming to ASTM A325. (AASTHO M164).

accordance with ASTM A563.

NOTE 1

Transition posts may be steel W6x9 or timber 8"x 8".

All posts to be of same material.

See dwg. BR203 for Thrie Beam blockouts.

Plate Washer "B"

Cast in place 2-3" sleeve nuts (A325)

2-TS3 x 2 x 0.25 spacers, tight fit.

Tack weld in place before galvanizing.

Tap nuts and inserts 0.0021 oversize after galvanizing in

4" 13

3 spaces @ 3'-11 2" = 9'-41

2"5 spaces @ 1'-63 4" = 7'-93

16" dia. hole

2" 11

2"11 2"1

2"11

2" 31 2"

16" dia. hole

1'-63 4"

4" x 11

2" slotted holes in front flange

1'-93 4"

2-1" x 21 2" slotted holes

(both flanges)

PL 12

PL 316 x 13 4 x 2

PL 14 x 13 x 31 2 (A36)

2-78" dia. x 1'-3"

H.S. bolts (A325)

(1" min. into sleeve nut) b r .d g n

GENERAL NOTES

BACK ELEVATION SIDE ELEVATION

BR203, RD405, RD410, RD480

Provide guardrail hardware as shown on Std. Dwgs. RD405 and RD410.

2-15 16" dia. holes

2-78" x 21 2" slotted holes

(inside flange only) Drill 2-78" dia. holes in outside flange for utility hanger.

*CONCRETE INSERTS

Hot-dip galvanized expanded coil concrete inserts with closed-back ferrule threaded to receive 4" dia., Gr36 (ASTM A307)

Minimum insert length= 41 2"

Minimum safe working load in tension= 4000 lbs.

1-Plate Washer "C" and

1 SAE lock washer

2-78" dia. H.S. bolts

(A325) with Washer "D"

(1" min. into sleeve nut)

W8 x 28 or alternate section post

2-34" dia. H.S. bolts (A325) with washer and Plate Washer "A"

PLATE WASHER "A"

PL 12 x 21 2 x 61

3 required per post, (Including 1 in slab).

PLATE WASHER "C"

WASHER "D"

PLATE WASHER "B"

Position washer to completely cover slotted hole.

NOTE

Field ream bolt holes in double thickness rail at splice locations.

Repair damaged coating according to Specifications.

Effective…

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 Apr 4, 2022.