Att. 4 FR 911 Plans 241023.pdf

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

HOLCOMBE CREEK (ADM-170) - PORTABLE BRIDGE

START AT THE RICHWOOD RANGER STATION IN RICHWOOD WEST VIRGINIA. TAKE WV ROUTE 20

SOUTH FOR 24 MILES TO STATE ROUTE 46 (WILLIANS RIVER ROAD) GO 0.3 MILES TO STATE ROUTE 15

THIS ROAD IS ON THE RIGHT GO 0.7 MILES TO FOREST SERVICE ROAD 911 THIS ROAD IS ON THE LEFT GO THROUGH GATE AND GO 1.4 MILES TO HOLCOMBE BRIDGE. (38°23'1.32"N, 80°32'21.00"W) THIS IS

THE LAT AND LONG TO HOLCOMBE BRIGDE ON FOREST SERVICE ROAD 911.

DECKING REPLACEMENT

8/1 /24

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WEST VIRGINIA

WEBSTER COUNTY

(R09) EASTERN REGION

MONONGAHELA NATIONAL FOREST

GAULEY, RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET 7/16/2024

2 LOCATION MAPS 7/16/2024

3 GENERAL NOTES AND SCHEDULE OF ITEMS 7/16/2024

4 ROAD TYPICAL AND CLEARING LIMITS 7/16/2024

5-6 MODULAR BRIDGE TYPICALS 7/16/2024

7 DECKING TYPICAL 7/16/2024

8 WEARING TYPICAL 7/16/2024

9-10 BRIDGE RESET PLANS 7/29/2024

11-12 PICTURES OF PAINT FAILURES 7/29/2024

SEE LOCATION SHEETS

RECOMMENDED BY:

FOREST ENGINEER DATE

FOREST SUPERVISOR DATE

DESIGNED BY:

ENGINEER DATE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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R09

EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

LOCATION MAPS

7/16/2024

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C-01 2 12

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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R09

EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

GENERAL NOTES AND

SCHEDULE OF ITEMS

7/16/2024

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C-02 3 9

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:

·· AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

·· FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

· THE EXISTING STRUCTURES SHALL BE CHECKED PRIOR TO STARTING CONSTRUCTION TO ENSURE 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 CONTRACTING

OFFICER WHO WILL WORK WITH THE DESIGN PROJECT ENGINEER.

· THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE EXISTING DECK OF EACH BRIDGE, DISPOSAL OFF FOREST SERVICE LANDS, INSTALLATION OF THE NEW DECK PANELS AS SHOWN HEREIN AND PER THE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS.

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

· AFTER CONTRACT AWARD THE CONTRACTOR SHALL, VERIFY ALL MEASUREMENTS AND DIMENSIONS FOR ACCURACY PRIOR TO ORDERING

MATERIALS AND SUBMITTING SHOP DRAWINGS. IF DIMENSIONS SHOWN ON THE PLANS ARE INCORRECT, IT SHALL BE REPORTED TO THE

CONTRACTING OFFICER WHO WILL WORK WITH THE DESIGN PROJECT ENGINEER.

· CONTRACTOR SHALL CALL MISS UTILITY TO LOCATE UTILITIES AT THE PROJECT ARE AND FOR ANY SIGN INSTALLATIONS REQUIRED.

DOCUMENTATION SHALL BE PRESENTED TO CO PRIOR TO INITIATION OF WORK.

· ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

· 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.

SPECIFICATIONS:

GRADING:

ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES.

SOUTHERN PINE TO BE GRADED PER SPIB.

MATERIAL & TREATMENT:

· TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE

UC4B IN HEAVY OIL (MINIMUM).

· ALL STEEL PANELS OR HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO/ASTM REQUIREMENTS.

· DECK PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AASHTO SPECIFICATIONS.

· WEARING PLANKS SHALL BE 2" WHITE OAK OR NORTHERN RED OAK, ROUGH CUT (UNTREATED), FREE OF LARGE KNOTS, SPLITS, AND OTHER

DEFECTS. THE WEARING PLANKS SHALL NOT BE TREATED ALSO WEARING PLANKS AND HARDWARE ARE INCIDENTAL TO 55706-2000.

· ALL SOUTHERN PINE SHALL BE SELECT 1 OR BETTER .

· ALL DOUGLAS FIR-LARCH SHALL BE SELECT 1 OR BETTER.

MISCELLANEOUS:

· ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT.

· PANELS

·· ALL PANELS SHALL BE MANUFACTURED IN A WAY TO ACCEPT A TIMBER WEARING SURFACE AND FIT WITHIN THE EXISTING CONSTRAINTS OF

THE MODULAR BRIDGES.

·· SUBMIT SHOP DRAWINGS FOR DECK PANELS AT EACH BRIDGE TO HAVE DECK REPLACEMENT.

·· DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED AT THE FABRICATION PLANT.

·· DOWEL LAMINATED

··· ENSURE ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK.

··· ALL PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT. ALL PLANKS FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO

MEET APPROVED SHOP DRAWINGS.

· ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153, OR 305 STAINLESS STEEL. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR

A449 GALVANIZED TO A153.

CONSTRUCTION NOTES:

· CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL

· CONTRACTOR SHALL WORK WITH COR FOR STAGING AREAS TO USE DURING CONSTRUCTION.

· CONTRACTOR SHALL REMOVE EXISTING DECKING, CLEAN AS REQUIRED TO PROPERLY INSTALL NEW PANELS, INSTALL NEW PANELS, AND REINSTALL

THE RETAINING SYSTEM ON THE SPECIFIED BRIDGES. ALL COSTS FOR LABOR, MATERIALS, AND EQUIPMENT TO PERFORM SAID WORK SHALL BE

CONSIDERED INCIDENTAL TO EACH BRIDGE.

·· SOME DECK RETAINERS ARE BOLTED, OTHERS ARE WELDED, CONTRACTOR IS HIGHLY ENCOURAGED TO INSPECT PRIOR TO BIDDING.

· SITE SPECIFIC NOTES

·· 911 HOLCOMB- IS LOCATED NEAR COWEN, WV AND IS A BIT MORE DIFFICULT TO FIND. THE FIRST +/- ONE MILE OF ROAD IS THROUGH PRIVATE LANDS ON A RIGHT OF WAY. THERE ARE NO TURN AROUNDS FOR TRUCKS AND EQUIPMENT CLOSE TO THE BRIDGE SITE, BRUSHING OF ROADWAY MAY BE REQUIRED. THIS SITE IS ACCESSED VIA RIGHT OF WAY (ROW) WHICH BEGINS ALONG PRICE GLADE RUN ROAD NEAR Y-MART IN COWEN, WV. GATE MAY REQUIRE PRIVATE KEY TO ACCESS, PRIOR COORDINATION WITH COR IS ADVISED TO GAIN ACCESS.

·· E TAKEN NOT TO DAMAGE THE BRIDGE.

· BRIDGE PAINTING NOTES

· CONTRACTOR SHALL FOLLOW TABLE 563-1 STRUCTURAL IRON AND STEEL PAINTING SYSTEMS FOR NEW SURFACES OR SURFACES WITH EXISTING

PAINT REMOVED – PAINT SYSTEM 2 AS SHOWN IN THE FP-14 FOR ALL PAINTING OPERATIONS. CONTRACTOR SHALL ALSO FOLLOW ALL MANUFACTURERS RECOMMENDATIONS FOR INSTALLING, DRYING TIMES, ETC FOR PAINT AS SPECIFIED.

CLEARING LIMITS

· CLEARING PIN ON CUT SECTION SHALL BE SET AT TOP OF CUT OR 6' PAST BACK OF DITCH (WHICHEVER IS GREATER).

CLEARING PIN ON FILL SECTION SHALL BE SET 6 FEET PAST TOP OF EXISTING TOE OF FILL OR HALF OF SUB-GRADE ROAD WIDTH PLUS 6'

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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R09

EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

ROAD TYPICAL

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C-03 4 12

CLEARING LIMITS

6" OF 1 1/2 CRUSHER RUN AGGREGATE

2' MIN

9 FOOT CLEARING LIMITS OR TOP OF CUT WHAT EVER IS GREATER

GRADE

PROFILE

3.00% 3.00%

1'-0" TYP.

3'-0"

6'-0"

LC

1:1 TYP. OR

AS STAKED

SUBGRADE WIDTHSUBGRADE WIDTH

6'-0"

1.25:1 TYP. OR

AS STAKED

6 FOOT CLEARING LIMIT

NOT TO SCALE

TYPICAL SECTION WITH DITCH

3:1 3:1

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PROJECT NAME

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ARCHIVE NO.DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

BRIDGE TYPICALS

(SIDE VIEW)

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C-04 5 12

PROVIDED FOR REFERENCE ONLY

SOME DECK RETAINERS ARE BOLTED, SOME ARE

WELDED. CONTRACTOR IS HIGHLY ENCOURAGED TO

PERFORM SITE VISITS FOR ALL BRIDGES TO CONFIRM.

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CHECKED

ARCHIVE NO.DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

BRIDGE TYPICALS

(FRAMING PLAN)

7/16/2024

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C-05 6 12

PROVIDED FOR REFERENCE ONLY

REMOVE ALL EXISTING

PLANK DECKING

DISPOSE OF LEGALLY

OFF FS LANDS

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PROJECT NAME

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CHECKED

ARCHIVE NO.DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

DECKING TYPICALS

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C-06 7 12

PANEL LENGTH SHALL

COMPLY WITH AASHTO AND

MANUFACTURER

RECOMMENDATIONS.

WEARING SURFACE

(SEE TYPICALS)

NOTES

1. DECK PANELS SHALL BE GLULAM OR DOWEL LAMINATED TIMBER PANELS.

2. PANEL MINIMUM LENGTH IS BASED ON AASHTO LRFD AND MANUFACTURER RECOMMENDATIONS.

3. CONTRACTOR SHALL VERIFY ALL FIELD MEASUREMENTS PRIOR TO ORDERING MATERIALS OR

SUPPLIES.

4. IF THE CONTRACTOR CANNOT SOURCE THE SPECIFIED MATERIAL CONTRACTOR SHALL NOTIFY

CO IMMEDIATELY.

5. CONTRACTOR SHALL ENSURE PROMPT PLACEMENT OF REPLACEMENT DECKING TO REDUCE

NEGATIVE IMPACTS TO TRAFFIC.

PANEL CROSS SECTION

END RETAINER

DECKING PANELS SHALL BE 3.5" THICK AND TYPICAL

WIDTH OF 59". VERIFICATION OF ALL DIMENSIONS

SHALL BE SHOWN IN SHOP DRAWINGS.

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DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

WEARING SURFACE

TYPICAL

7/16/2024

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C-07 8 12

8 8

2'

GRK RSS FASTENER (305

STAINLESS)

16 " X 5 18 " (OR APPROVED EQUAL)

1'

2" X 10" WEARING PLANKS

N. RED OR WHITE OAK

ROUGH CUT

MITER CUT END

45 DEGREES

40" (MIN.)

WEARING SURFACE - CROSS SECTION

WEARING SURFACE PROFILE

WEARING SURFACE - PLAN

6" (TYP.)

1' O.C. (TYP.)

ALTERNATING

PATTERN

MITER CUT

45 DEGREE

REMOVE DECK RETAINING ANGLES. REPLACE ANY

FAILED BOLTS WITH NEW AFTER INSTALLATION.

WELDED RETAINERS SHALL BE REMOVED AND

REINSTALLED WTIH SAME WELD STANDARDS.

(SEE WEARING SURFACE- PLAN

FOR ALTERNATING PATTERN)

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BRIDGE RESET - ABUTMENT/MUD SEAL LAYOUT PLAN

DOWNSTREAM SIDE VIEW

STREAM BED - NO WORK SHALL

BE DONE IN-STREAM

CLASS 1 RIP-RAP

SHALL BE HAND

PLACE ONLY

EXISTING

CLASS 1 RIP-RAP

NO WORK NEEDED

1 12 CRUSHER RUN

1 12 CRUSGER RUN

#8 REBAR 6' IN LENGHT

#8 REBAR 6' IN LENGHT

12"X12" WHITE OAK MUD SEAL

12"X12" WHITE OAK MUD SEAL

1 12 CRUSHER RUN

1 12 CRUSHER RUN

GEO NON-WOVEN

TEXTILE

8.20'

2.5'

1.0'0.5'

1.4'

0.5'

ELEVATION OF TOP OF SEAL =1001.00

THE FOREST SERVICE SHALL SET A TBM

NEAR BRIDGE. THE BRIDGE SHALL BE

RAISED UP PROXIMATE 1 FOOT IN ELEVATION

ON BOTH SIDES.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

ABUTMENT/MUD SEAL

LAYOUT PLAN

DOWNSTREAM SIDE

VIEW

7/29/2024

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BRIDGE RESET - ABUTMENT/MUD SEAL LAYOUT PLAN

END VIEW

1:1 1/4 Slope

12" X 34 INCH ANCHOR PINS 2 PER END

DRILLED 3/4 INCH HOLE TO ATTACH

ANCHOR PINS

12" X 12" X 16' WHITE OAK BOARD PER

ABUTMENT/MUD SEAL

1:1 1/4 Slope

#8 REBAR ANCHOR PINS 6' IN LENGTH

ANCHOR PINS SHALL BE DRIVEN IN FLUSH

WITH THE TOP OF ABUTMENT/MUD SEAL

DRILLED 1 INCH HOLE TO ATTACH #8

REBAR ANCHOR PINS TO GROUND

1 12 INCH CRUSHER RUN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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MODULAR

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REDECKING

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NATIONAL FOREST

GAULEY, RANGER DISTRICTS

ABUTMENT/MUD SEAL

LAYOUT PLAN END VIEW

7/29/2024

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, RANGER DISTRICTS

PICTURES

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 /24

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MODULAR

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REDECKING

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NATIONAL FOREST

GAULEY, RANGER DISTRICTS

PICTURES

7/29/2024

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