Attachment 3 Plans 241022.pdf

PDF 10 MB Posted Apr 21, 2026

Attached to: MOF Williams River at Tea Creek Bridge Replacement
Solicitation number: 12445526B0008
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Apr 21, 2026

This document is a comprehensive design plan for a bridge replacement project on Forest Service Road 135-0.05 over Williams River, located in Pocahontas County, West Virginia, within the Monongahela National Forest. The bridge is a 122.54-foot overall length, two-span, side-by-side precast concrete box beam structure with concrete abutments, a concrete pier, and micropile foundations, designed for a 30 MPH design speed and average annual daily traffic below 200 vehicles.

The project includes removal of the existing bridge structure and installation of the new bridge with concrete abutments and pier, micropile foundations (34 total 140 KIP capacity micropiles at 513 linear feet total), structural concrete (184 cubic yards for substructure; 42 cubic yards for deck), precast prestressed concrete box beams (720 linear feet), and post-tensioning systems. Additional work includes approach construction with asphalt pavement (840 tons base, 969 tons wearing course), aggregate base and subbase, riprap placement (Class V, 20 cubic yards), guardrails (250 linear feet), erosion control measures (silt sock, seeding, mulching, rolled erosion control product), underdrain systems, temporary traffic control with full road closure, and in-stream work restricted to May 15 through September 15. The design conforms to AASHTO LRFD Bridge Design Specifications (9th Edition, 2020), FHWA Standard Specifications FP-14, and Forest Service standards, with load ratings meeting HL-93 federal requirements and bridge railing meeting NCHRP Report 350 Test Level 2. Key material specifications include 4,500 PSI concrete for substructure, 8,000 PSI for precast beams, Grade 60 reinforcing steel (17,543 pounds epoxy-coated), and Grade 270 prestressing strand, with all work to be completed in accordance with federal and state standards.

View the file

Other files

File	Type	Posted
12445526B0008 P00003 260518.pdf	PDF	May 19, 2026
Vendor Q and A 260518.docx	DOCX document	May 19, 2026
12445526B0008 Amd 0002 260429.pdf	PDF	Apr 29, 2026
Attachment 11 Subsurface Investigation Report 260429.pdf	PDF	Apr 29, 2026
12445526B0008 Amd 0001 260422.pdf	PDF	Apr 22, 2026
Attachment 8 Bridge Inspection Report 250729.pdf	PDF	Apr 21, 2026
HOW TO FOLLOW PROJECTS ON SAM FOR EMAIL ALERTS.pdf	PDF	Apr 21, 2026
IFB 12445526B0008 260421.pdf	PDF	Apr 21, 2026
Attachment 1 Schedule of Items 260401.pdf	PDF	Apr 21, 2026
Attachment 7 Monitoring Plan 260331.pdf	PDF	Apr 21, 2026
Attachment 9 ERFO work 260331.pdf	PDF	Apr 21, 2026
Attachment 10 Wage Determination 260102.pdf	PDF	Apr 21, 2026
Attachment 6 Conservation Measures 260331.pdf	PDF	Apr 21, 2026
Attachment 2 Statement of Work 260331.pdf	PDF	Apr 21, 2026
Attachment 4 Supplemental Specs 260331.pdf	PDF	Apr 21, 2026
Attachment 5 Tea Creek Campground map 260331.pdf	PDF	Apr 21, 2026

Show all 16

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 5/6/2022

C-02 QUANTITIES, DESIGN DATA, GENERAL NOTES 5/6/2022

C-03 TEMPORARY TRAFFIC CONTROL PLAN 5/6/2022

C-04 TYPICAL SECTIONS 5/6/2022

C-05 WILLIAMS RIVER ROAD PLAN & PROFILE 5/6/2022

C-06 PLAN AND PROFILE 5/6/2022

C-07 PLAN OF STRUCTURE 5/6/2022

C-08 PILE LAYOUT PLAN 5/6/2022

C-09 MICROPILE DETAILS 5/6/2022

C-10 WEST ABUTMENT PLAN AND ELEVATIONS 5/6/2022

C-11 EAST ABUTMENT PLAN AND ELEVATIONS 5/6/2022

C-12 PIER PLAN AND ELEVATIONS 5/6/2022

C-13 - C-15 STRUCTURE DETAILS 5/6/2022

C-16 REINFORCEMENT SHEET 5/6/2022

C-17 SOIL BORINGS 5/6/2022

C-18 - C-27 CROSS SECTIONS 5/6/2022

C-28 - C-30 GUARDRAIL DETAILS 5/6/2022

C-31 TYPICAL SIGN PLACEMENT DETAILS 5/6/2022

FROM US-219 S/ WV-150 S INTERSECTION NORTH OF EDRAY, WEST

VIRGINIA HEAD WEST ON WV-150 S FOR 9.1 MILES, THEN TURN

LEFT ONTO WILLIAMS RIVER ROAD. CONTINUE ON WILLIAMS RIVER

ROAD FOR 1.0 MILE TO THE BRIDGE LOCATION.

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G;

EASTERN REGION

MONONGAHELA NATIONAL FOREST - MARLINTON-WHITE SULPHUR RANGER DISTRICT

POCAHONTAS COUNTY

WEST VIRGINIA

FR 135-0.05 OVER WILLIAMS RIVER

BRIDGE REPLACEMENT

U.P. ENGINEERS & ARCHITECTS, INC.

ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL

STRUCTURE NUMBER: 092100000035791 (LAT 38.340823, LONG -80.232620)

STRUCTURE DESCRIPTION:

122.54 FOOT (OVERALL LENGTH) TWO SPAN, SIDE-BY-SIDE PRECAST

CONCRETE BOX BEAM BRIDGE WITH CONCRETE ABUTMENTS, A CONCRETE

PIER, AND MICROPILE FOUNDATIONS.

DESIGN SPEED: 30 MPH

AADT (FR-86): <200

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

APPROVED:

R9 DIRECTOR OF ENGINEERING DATE

DATE

FOREST SUPERVISOR DATE

R9 BRIDGE PROGRAM MANAGER DATE

EDITS MADE BY ZOEY FOX SHOWN IN RED

10/17/2024

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 LPSM

SILT SOCK, 8" MINIMUM15702 LNFT

REMOVAL OF OLD STRUCTURE, DISPOSAL METHOD A20304 LPSM

RIPRAP, CLASS V, MACHINE PLACED25101 CUYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD D30103 CUYD

ASPHALT CEMENT, WV BASE 140312.1 TON

SEEDING, HYDRAULIC OR DRY METHOD62503 LPSM

MULCHING, HYDRAULIC OR DRY METHOD62509 LPSM

TEMPORARY TRAFFIC CONTROL63501 LPSM

ROADWAY EXCAVATION, COMPACTION METHOD B, FINISHING METHOD A20401 CUYD 205

CLEARING AND GRUBBING, DISPOSAL METHOD F20102 ACRE 0.3

STRUCTURE EXCAVATION20801 448

STRUCTURAL BACKFILL20803 CUYD 403

OBJECT MARKERS, TYPE 363306 EACH 4

UNDERDRAIN SYSTEM, 6 INCH60501 LNFT 100

PLACING CONSERVED TOPSOIL, 3 INCH62404 SQYD 1130

SUBBASE, GRADING B, COMPACTION METHOD D30107 CUYD 655

EMBANKMENT, PLACEMENT METHOD 120411 CUYD 852

POST, STEEL, 3 LB63305 LNFT 40

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D SQYD 1130

BRIDGE RAILING55601 LNFT 250

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

QUANTITIES

DESIGN DATA

GENERAL NOTES

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-02

31 2

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA..........................................................................................................................................51.6 SQ MI

Q100..................................................................................................................................................................6960 CFS

VELOCITY THRU STRUCTURE........................................................................................................................9.65 FPS

BRIDGE OPEN AREA THRU STRUCTURE............................................................................................1086.30 SQ FT

FLOW AREA THRU STRUCTURE............................................................................................................787.96 SQ FT

HIGH WATER ELEVATION............................................................................................................................2969.47 FT

SCOUR CRITICAL CODE

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 AASHTO: "GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS", 2ND EDITION, 2019

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE ENTIRE EXISTING BRIDGE, INSTALLATION OF THE NEW BRIDGE AS SHOWN HEREIN AND PER THE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS, CONSTRUCTION OF THE APPROACHES TO THE LIMITS SHOWN, SLOPE RESTORATION AND RIPRAP.

TRAFFIC CONTROL FOR DETOUR SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" (CENTERLINE OF PROPOSED BRIDGE AT THE BACK OF ABUTMENT BACKWALLS) ARE BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS

INCORRECT, IT SHALL BE REPORTED TO THE ENGINEER.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO

MAY NOT BE A PART OF THE "WEST VIRGINIA 811" ALERT SYSTEM.

ALL EXPOSED CONCRETE CORNERS SHOWN ON THE PLANS SHALL BE BEVELED WITH 3/4" TRIANGULAR MOLDINGS EXCEPT AS NOTED OTHERWISE.

UNLESS SHOWN OTHERWISE ON THE PLANS, PROVIDE MINIMUM CONCRETE CLEAR COVER FOR REINFORCEMENT ACCORDING TO THE FOLLOWING:

CONCRETE CAST AGAINST EARTH: 3 INCH

PRESTRESSED BEAMS: 1 INCH

ALL OTHER, UNLESS SHOWN ON THE PLANS: 2 INCH

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE

PLANS.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT. CONTRACTOR SHALL MAKE EQUIPMENT AVAILABLE FOR

INSPECTION PRIOR TO MOBILIZATION ONTO FS LANDS.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK BETWEEN MAY 15TH AND SEPTEMBER 15TH.

SCALES SHOWN ON THE PLANS ARE VALID ONLY FOR 22"X34" SHEETS.

ALL LOGS AND SLASH SHALL BE BUCKED TO FIREWOOD LENGTH AND DISTRIBUTED AMONGST CAMPSITES WITHIN TEA CREEK CAMPGROUND. SMALL LIMBS MAY BE CHIPPED AND DISTRIBUTED IN THE CAMPGROUND AS PER C.O. STUMPS AND DELETERIOUS MATERIAL SHALL BE REMOVED FROM F.S. LANDS.

DESIGN DATA:

THE DESIGN OF THIS BRIDGE IS BASED ON THE CURRENT AASHTO BRIDGE DESIGN SPECIFICATION HL-93 LOADING . LIVE LOAD DEFLECTION DOES NOT

EXCEED 1/800 OF THE SPAN LENGTH.

BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350.

LOAD RATING (RATING FACTORS):

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, SHEAR)....................................................................................................................................1.30

OPERATING RATING (STRENGTH I, SHEAR)....................................................................................................................................1.49

LEGAL (SU7 CONTROLLING)

OPERATING RATING (STRENGTH I, SHEAR)....................................................................................................................................1.77

THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE.

DEAD LOAD:

THE BRIDGE RAILING LOAD = 40 PLF (PER SIDE).

ULTIMATE DESIGN STRESSES:

SUBSTRUCTURE (ABUTMENTS, PIER, FOOTING, WINGWALLS).............................................................................................f ' c = 4,500 PSI

TREMIE CONCRETE........................................................................................................................................................................f ' c - 3,000 PSI

PRECAST CONCRETE (BOX BEAMS).............................................................................................................f ' ci = 6,000 PSI, f ' c = 8,000 PSI

DECK CONCRETE ..........................................................................................................................................................................f ' c = 4,500 PSI

STEEL REINFORCEMENT (ALL NON-PRESTRESSED)...............................................................................................................fy = 60,000 PSI

PRESTRESSING STRANDS (LOW RELAX).................................................................................................................................fy = 270,000 PSI

STRUCTURAL CONCRETE CLASS A55201 CUYD 184

EPOXY COATED REINFORCING STEEL55404 LBS 17543

TREMIE CONCRETE 55210 CUYD 22

COFFERDAM20815 LPSM 1

DEWATERING20820 LPSM 1

FURNISH PILE DRIVING EQUIPMENT 55151 LPSM 1

PRECAST, PRESTRESSED CONCRETE BOX BEAM 55302 LNFT 720

MICROPILE56701 LNFT 513

POST-TENSIONING SYSTEM58701 LPSM 1

GUARDRAIL, FLARED END TERMINAL61702

GUARDRAIL, CLASS I61701 LNFT 320

EACH 4

SAW CUTTING AND JOINT SEALING41406 LNFT 36

GUARDRAIL ANCHORAGE61706 EACH 4

ASPHALT PAVEMENT MILLING41301 SQYD 1127

BEARING DEVICE56401 EACH 24

JOINT SEALING, HOT POURED RUBBER41403 LNFT 37

MATERIAL & FABRICATION NOTES:

THE PRESTRESSED CONCRETE BEAMS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 553 OF THE STANDARD SPECIFICATIONS.

MILD REINFORCEMENT:

ALL MILD REINFORCING STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL AND SHALL BE EPOXY COATED EXCEPT WHERE NOTED. ALL UNCOATED REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M31. ALL EPOXY COATED REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M284, EXCEPT WHERE AMENDED BY SECTION 433 OF THE STANDARD SPECIFICATIONS. ALL TENSION LAP SPLICES SHALL BE A CLASS B, CONTACT TYPE.

PRESTRESSING STRAND:

ALL PRESTRESSING STEEL SHALL BE 0.6" DIAMETER, GRADE 270, 7 WIRE UNCOATED, LOW-RELAXATION STRAND MEETING THE REQUIREMENTS OF AASHTO M203, SUPPLEMENT S1. ALL STRANDS SHALL BE ENCLOSED INSIDE THE STIRRUP CAGE FOR THE FULL LENGTH OF THE BEAM. ALL EXPOSED PRESTRESSING STRAND AT EACH BEAM END SHALL BE SHOP COATED WITH A LIQUID COLD-APPLIED BITUMINOUS ELASTOMERIC WATERPROOFING MEMBRANE. MATERIAL SHALL

MEET ASTM C836-84.

CONCRETE:

ALL CONCRETE USED IN MANUFACTURING PRESTRESSED CONCRETE BEAMS SHALL MEET THE REQUIREMENTS OF SECTION 553 OF THE STANDARD SPECIFICATIONS. DESIGN STRENGTHS SHALL MEET OR EXCEED THE MINIMUM VALUES SET

FORTH IN THESE PLANS.

ELASTOMERIC BEARING PADS:

ALL BEARING PADS SHALL MEET THE APPLICABLE REQUIREMENTS AS SET FORTH IN SECTION 14.7.6 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, 2020 EDITION WITH CURRENT INTERIMS. ALL BEARINGS SHALL BE STEEL REINFORCED LAMINATED BEARINGS. THE ELASTOMER MATERIAL SHALL BE 60 DUROMETERS WITH A MINIMUM LOW TEMPERATURE GRADE OF 3 (ZONE C). ALL STEEL REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 36.

WELDING:

TACK WELDING OF REINFORCEMENT IS NOT PERMITTED. REINFORCING CAGES AND LONGITUDINAL STEEL SHALL BE ADEQUATELY TIED WITH APPROVED MEANS TO PREVENT RACKING AND MISALIGNMENT. ALL WELDING OF FABRICATED ITEMS, AS SHOWN IN THESE PLANS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF AASHTO/AWS D1.5, 2002.

POST-TENSIONING:

POST - TENSIONING STRANDS SHALL BE 0.5" DIAMETER, GRADE 270, 7 WIRE UNCOATED, LOW-RELAXATION STRAND MEETING THE REQUIREMENTS OF AASHTO M203, SUPPLEMENT S1. ALL POST-TENSIONING BEARING PLATES, COUPLERS, AND ANCILLARY HARDWARE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH AASHTO M111. THE GALVANIZING PLANT SHALL ADMINISTER ADEQUATE QUALITY CONTROL MEASURES TO SAFEGUARD AGAINST HYDROGEN EMBRITTLEMENT. QUALITY CONTROL MEASURES SHALL COMPLY WITH ASTM A-143. CERTIFICATION FOR HOT-DIP GALVANIZING SHALL BE PROVIDED BY THE GALVANIZING PLANT. ALL POST-TENSIONING BEARING PLATES SHALL

CONFORM TO AASHTO M270, GRADE 36.

SHEAR KEY GROUT:

SHEAR KEY GROUT SHALL BE A GROUT THAT IS RECOMMENDED BY THE MANUFACTURER FOR A POURABLE GROUT APPLICATION AND THAT BASED ON THE MANUFACTURER'S TEST DATA WILL ATTAIN A MINIMUM OF 4500 PSI COMPRESSIVE STRENGTH IN 3 DAYS UNDER CONDITIONS REPRESENTATIVE OF THE CONDITIONS TO BE EXPERIENCED AT THE SITE. THE GROUT MUST BE LISTED ON THE APPROVED LIST OF GROUTS PUBLISHED BY THE WEST VIRGINIA DIVISION OF HIGHWAYS, MATERIALS CONTROL, SOIL AND TESTING DIVISION. THE CONTRACTOR SHALL PRE-TEST THE PROPOSED GROUT FOR COMPRESSIVE STRENGTH AT 3 AND 7 DAYS AND SUBMIT THE RESULTS TO THE USFS CONTRACTING OFFICER FOR APPROVAL PRIOR TO INSTALLATION OF THE GROUT IN THE STRUCTURE. THE TESTS WILL BE BASED ON A POURABLE CONSISTENCY WITH THE SAME WATER/GROUT MIXTURE RATIO TO BE USED IN

THE STRUCTURE.

THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT THE GROUT PRE-TEST RESULTS OBTAINED IN THE NOTE ABOVE. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM A NEW PRE-TEST AND SUBMISSION FOR APPROVAL UNDER

ANY OF THE FOLLOWING CONDITIONS:

-A PERIOD OF 18 MONTHS HAS ELAPSED SINCE LAST PRE-APPROVAL TESTING.

-GROUT MANUFACTURER HAS REVISED OR CHANGED THE GROUT SPECIFICATIONS.

-THE CONTRACTOR ALTERS THE WATER/GROUT MIXTURE RATIO.

-THE CONTRACTOR CHANGES GROUT MANUFACTURER.

TEST PROCEDURE FOR DETERMINING THE COMPRESSIVE STRENGTH OF GROUT SHALL USE CUBE SPECIMENS IN ACCORDANCE WITH ASTM C109, AS MODIFIED BY ASTM C1107. GROUT TESTING IN ACCORDANCE WITH AASHTO T23

(STANDARD CYLINDER TEST) IS NOT ACCEPTABLE.

SHOP DRAWINGS:

THE FABRICATOR SHALL BE RESPONSIBLE FOR THE PREPARATION OF SHOP DRAWINGS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

ASPHALT CEMENT, WEARING IV40312.2 TON 120

MICROPILE, LOAD TEST 55103 EACH 2

CUYD

ROCK EXCAVATION20900 CUYD 20

TEMPORARY CONSTRUCTION PADSPV LPSM 1

JULY AND OCTOBER. ZPF 10/17/2024.

ZoeyFox Line

TRAFFIC CONTROL PLAN - ROAD CLOSURE / DETOUR

TRAFFIC CONTROL PLAN KEY

DETOUR ROUTE

SIGN

TYPE III BARRICADE

MOUNTED

ON BARRICADE

DETOUR NOTES:

NO DETOUR ROUTE IS AVAILABLE FOR THIS LOCATION.

W20-3

R11-2

W20-3

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES

SHALL BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM

HEIGHT.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL PLAN

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-03

31 3

ROAD CLOSURE SIGNS ONLY TO BE USED DURING SCHEDULED CAMPGROUND CLOSURES. SEE SOW FOR REQUIREMNTS FOR CAMPGROUND

CLOSURES. ZPF 10/17/2024

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

TYPICAL SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-04

31 4

EXISTING TYPICAL SECTION (STA 5+50 - STA 12+00)

PROPOSED BRIDGE SECTION

EXISTING BRIDGE SECTION

PROPOSED TYPICAL SECTION (STA 5+50 - STA 12+00)

PROPOSED APPROACH SECTION (@STA 9+38.73, STA 10+61.27 - STA 11+69.46)

(FR 135-0.05)

PROPOSED SECTION (STA 11+69.46 - STA 13+50)

(WILLIAMS RIVER ROAD)

(FR 135-0.05)

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS RIVER

ROAD PLAN &

PROFILE

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-05

31 5

GENERAL PROFILE - WILLIAMS RIVER ROAD

GENERAL PLAN OF SITE

GENERAL NOTES:

WILLIAMS RIVER ROAD

LEGEND

SOIL EROSION CONTROL REQUIREMENTS

WILLIAMS RIVER

TEA CREEK

Type text here

ZoeyFox Line

ZoeyFox Cross-Out

ZoeyFox Callout

ALL SECTIONS OF EXISTING BRIDGE STRUCTURE TO BE REMOVED. ZPF 10/17/2024

ZoeyFox Line

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

PLAN & PROFILE

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-06

31 6

GENERAL PROFILE

GENERAL PLAN OF SITE

GENERAL NOTES:

LEGEND

SOIL EROSION CONTROL REQUIREMENTS

FR135-0.5

All of existing structure to be removed. ZPF 10/17/2024

Type text here

ALL SPANS`

ZoeyFox Line

ZoeyFox Callout

ALL EXISTING STRUCTURE TO BE REMOVED. ZPF 10/17/2024

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

PLAN OF STRUCTURE

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-07

31 7

BRIDGE PLAN

BRIDGE ELEVATION

FR 135-0.05

RIPRAP DETAIL

GENERAL NOTES:

A C-13

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

PILE LAYOUT

PLAN

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-08

31 8

EAST ABUTMENT PILE LAYOUT PLAN

ROADWAY

ABUTMENT SECTION

LOCATION NUMBER

OF PILES

140 KIP CAPACITY 95

8"Ø MICROPILES

EAST ABUTMENT 3

CENTER PIER

PIER SECTION

PIER PILE LAYOUT PLAN

ROADWAY

NOTES:

PILE TYPE

VERTICAL

BATTERED

VERTICAL

PROOF

EST. LENGTH FURN. & DRIVEN

EACH LFT TOTAL LFT

27.0 26.7

108.0 80.1

14.0 14.5

42.0 14.5

TOTAL 24 512.1

CUT-OFF

ELEV.

2961.42 2961.42

2966.10 2966.10

EST. TIP

ELEV.

2947.42 2946.92

2939.40 2939.10

4EAST ABUTMENT

WINGWALLS 4

VERTICAL

BATTERED

23.0 22.7

92.0

90.8 2966.10

2966.10 2943.40 2943.10

1PROOF 26.7 26.7 2966.10 2939.40

4BATTERED 14.5 58.0 2961.42 2946.92

PILE NO.

E. ABUT. MICROPILES COORDINATES

NORTHING

1 489151.3941

EASTING

2188690.0067

489146.0800 2188690.1062

489141.4151 2188691.4973

489137.2527 2188695.8188

489132.7440 2188700.4997

489128.5815 2188704.8210

489127.3661 2188709.5347

489127.4656 2188714.8488

489150.5251 2188692.5229

489147.0257 2188692.5885

489142.3494 2188694.1310

489139.5744 2188697.0119

489134.9495 2188701.8133

489131.2490 2188705.6551

489129.8820 2188710.3868

489129.9426 2188713.8862

PILE NO.

PIER MICROPILES COORDINATES

NORTHING

1 489097.8404

EASTING

2188649.8704

489093.6780 2188654.1918

489089.5156 2188658.5131

489085.3532 2188662.8345

489099.9964 2188651.9471

489095.8340 2188656.2684

489091.6586 2188660.5994

489087.5091 2188664.9112

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

MICROPILE

DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-09

31 9

MICROPILE DETAIL

MICROPILE ELEVATION

C-09

MICROPILE SECTION

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WEST ABUTMENT PLAN

AND ELEVATIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-10

31 10

WEST ABUTMENT PLAN VIEW

WINGWALL SECTION

ROADWAY

WEST ABUTMENT ELEVATION

ABUTMENT SECTION

C-10

A C-10

WEST WINGWALL ELEVATION

FOOTING CUYD 29.99

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

ABUTMENT STEM CUYD

WING WALL STEMS CUYD

20.07 9.01

TOTAL 59.07

TREMIE CUYD 6.06

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

EAST ABUTMENT PLAN

AND ELEVATIONS

5/6/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-11

31 11

EAST ABUTMENT PLAN VIEW B

WINGWALL SECTION

ROADWAY

EAST ABUTMENT ELEVATION

ABUTMENT SECTION

C-11

A C-11

EAST WINGWALL ELEVATION

FOOTING CUYD 29.11

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

ABUTMENT STEM CUYD

WING WALL STEMS CUYD

11.94 5.39

TOTAL 46.44

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

PIER PLAN AND

ELEVATIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-12

31 12

PIER PLAN VIEW

PIER SECTION

ROADWAY

PIER SECTION

C-12

FOOTING CUYD 10.88

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

PIER STEM CUYD 25.13

TOTAL 36.01

PIER ELEVATION

TREMIE CUYD 15.70

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

2 1 4:

Z :\U

-0

-F Y2

1 R 9 1

\10

0 P

\10

4 W

-0 .5

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

STRUCTURE DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-13

31 13

CONCRETE BRIDGE DECK PLAN

C L

DECK CUYD 42.09

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

TOTAL 42.32

BRIDGE SECTION

C-13

EXISTING BRIDGE/NEW CURB DETAIL

CURB (EXISTING BRIDGE SPAN 5) CUYD 0.23

BRIDGE GUARDRAIL POST DETAIL

BRIDGE RAILING PLAN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

STRUCTURE DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-14

31 14

PRESTRESSED CONCRETE DECK PLAN

C L

INTERIOR BEAM SECTION FASCIA BEAM SECTION

C-15

BAR DIMENSIONS

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

STRUCTURE DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-15

31 15

SECTION AT POST TENSIONING

BOX BEAM REINFORCEMENT PLAN

BOX BEAM SECTION

STEEL SOLE PLATES

BEARING PADS

SECTION A-A

ELASTOMERIC BEARING PAD SECTION

SEAL WASHER DETAIL

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

REINFORCEMENT

SHEET

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-16

31 16

REINFORCEMENT

UNDERDRAIN OUTLET DETAIL

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

SOIL BORINGS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-17

31 17

FR 135-0.05

SOIL BORINGS BY:

NOTES:

B-2 B-1

B-2

B-1

LEGEND

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-18

31 18

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-19

31 19

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-20

31 20

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-21

31 21

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-22

31 22

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-23

31 23

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-24

31 24

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-25

31 25

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

WILLIAMS ROAD

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-26

31 25

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

FR 135

CROSS SECTIONS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-27

31 27

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

2 1 4:

Z :\U

-0

-F Y2

1 R 9 1

\10

0 P

\10

4 W

-0 .5

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

GUARDRAIL DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-28

31 28

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

GUARDRAIL DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-29

31 29

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

GUARDRAIL DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-30

31 30

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

2 1 3:

Z :\U

-0

-F Y2

1 R 9 1

\10 4 W

0.5 W

R-

W G

EASTERN REGION

FR 135-0.05

OVER

WILLIAMS RIVER

MONONGAHELA

NATIONAL FOREST

MARLINTON-WHITE SULPHUR

RANGER DISTRICT

GUARDRAIL DETAILS

5/6/2022

S. WRIGHT

J. ALLEN

G. JUNTTILA

U28-01575

C-31

31 31

Sheets and Views

TITLE-QUANTITIES-TRAFFIC

PLOT 24X36

PLOT 11X17

PLOT 8.5X11

Sheets and Views

TITLE-QUANTITIES-TRAFFIC

PLOT 24X36

Sheets and Views

TITLE-QUANTITIES-TRAFFIC

Sheets and Views

TYPICALS

PLOT 24X36

Sheets and Views

WILLIAMS PLAN & PROFILE

PLOT 24X36

Sheets and Views

PLAN & PROFILE

PLOT 24X36

Sheets and Views

PLAN OF STRUCTURE

PLOT 24X36

Sheets and Views

MICROPILE LAYOUT PLAN

PLOT 24X36

Sheets and Views

MICROPILE DETAILS

PLOT 24X36

Sheets and Views

WEST ABUTMENT DETAILS

PLOT 24X36

Sheets and Views

EAST ABUTMENT DETAILS

PLOT 24X36

Sheets and Views

PIER DETAILS

PLOT 24X36

Sheets and Views

STRUCTURE DETAILS

PLOT 24X36

Sheets and Views

STRUCTURE DETAILS (2)

PLOT 24X36

Sheets and Views

STRUCTURE DETAILS (3)

PLOT 24X36

Sheets and Views

REBAR SCHEDULE

PLOT 24X36

Sheets and Views

SOIL BORINGS

PLOT 24X36

Sheets and Views

CROSS SECTIONS

PLOT 24X36

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

CROSS SECTIONS

Sheets and Views

GUARDRAIL DETAILS

PLOT 24X36

Sheets and Views

GUARDRAIL DETAILS

Sheets and Views

GUARDRAIL DETAILS

Sheets and Views

GUARDRAIL DETAILS

	2024-10-21T12:54:52-0400
ROBERT PHILLIPS

	2024-10-21T16:04:24-0400
JASON HATTERSLEY

	2024-10-22T08:51:41-0400
CYNTHIA SANDENO

	Regional Bridge & Structures Program Manager
2024-10-28T06:51:37-0500
USFS Northeast Region
JEFFREY DULKA
I have reviewed this document

	2024-11-06T08:42:37-0600
JON HODGSON

File details come from the government source that posted it. Updated Apr 21, 2026.