12445521Q0166-0001 Amendment Forest Wide Bridge Deck Replacement.pdf

(x)

12445521Q0166 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ATLANTA GA 30309-2449

STE 876S

1720 PEACHTREE ST NW

USDA-FS CSA EAST 13

08/31/20210001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

08/12/2021

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return _____1_____________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

FOREST WIDE BRIDGE DECK REPLACEMENT

MOMONGAHELA NATIONAL FOREST

ELKINS, WEST VIRGINIA 26241

*FAXED OFFERS ARE NOT ACCEPTABLE. OFFERS MUST BE EMAILED TO JOHN.SWIZDOR@USDA.GOV

OR HAND-CARRIED AND RECEIVED BY MONDAY, September 13, 2021 AT 17:00 PM LOCAL TIME.

Period of Performance: 10/01/2021 to 01/31/2022

The purpose of this amendment is to:

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

JOHN V. SWIZDOR

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

X

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

12445521Q0166/0001

a. Add Mobilization (Line Item 1)

b. Add location Marlinton Bridge (Line Item 7)

c. Add Optional Items to Line items 7-10

d. Change location from Black Mountain Storage to

Three Forks Williams River Line item 5)

e. Add updated specifications.

f. Extend response due date and time from 03 SEP

21 at 1700PM to 13 SEP 21 at 1700PM.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

12445521Q0166

FOREST WIDE BRIDGE DECK REPLACEMENT

MONONGAHELA NATIONAL FOREST

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

Item Supplies/Services Qty Unit of Issue

Unit Price

Total Price

001 MOBILIZATION 1 LS $ $

002 STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

FR 233

RIVER ROAD 40 FT

1 LS $ $

003 STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

FR 14

MIDDLE MOUNTAIN 40FT

1 LS $ $

004 STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

FR 1610

DEER CREEK 30FT

1 LS $ $

005 STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

THREE FORKS WILLIAMS RIVER 50FT

1 LS

006 TEMPORARY TRAFFIC CONTROL,

INCLUDING INSTALLATION &

REMOVAL

1 LS $ $

007 OPTIONAL ITEM

STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING

MARLINTON BRIDGE

1 LS $ $

008 OPTIONAL ITEM

STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

GAUDINEER STORAGE 25 FT

1 LS $ $

009 OPTIONAL ITEM

STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

FR 842

BUD HOLLOW 50 FT

1 LS $ $

010 OPTIONAL ITEM

STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING,

FR 911

HOLCOMB 50 FT

1 LS $ $

12445521Q0166

FOREST WIDE BRIDGE DECK REPLACEMENT

MONONGAHELA NATIONAL FOREST

B.2 SCHEDULE NOTES

a. There is a requirement for bonding and/or payment protections (Irrevocable Letter of Credit (ILC) or payment bond) if quote is over $35,000. The bonds or ILC will be for 100% of the award price and submitted within 10 days after contract award. See Section I for additional information.

b. Contractor must be registered www.sam.gov to be considered. THIS IS A FREE

REGISTRATION.

c. A site visit may be arranged by request via email to Jeffrey Wood at Jeffrey.wood@usda.gov.

d. Award will be made to a single offeror. Multiple awards will not be considered. Offerors shall submit pricing for all items. There is a requirement to submit a technical proposal with your offer. See Section L & M for preparation instructions.

e. Per FAR Clause 52.236-15, the Contracting Officer determines the successful offeror is required to submit a practicable schedule within 10 days of contract award. See Far Clause 52.236-15 for more information.

mailto:Jeffrey.wood@usda.gov

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

FOREST WIDE - MODULAR BRIDGE

MULTIPLE PERFORMANCE LOCATIONS ACROSS THE MONONGAHELA NATIONAL FOREST. SEE

LOCATION SHEETS FOR DETAILS.

DECKING REPLACEMENTS

8/3 0/2

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WEST VIRGINIA

PENDLETON, POCAHONTAS, RANDOLPH, WEBSTER

(R09) EASTERN REGION

MONONGAHELA NATIONAL FOREST

GAULEY, GREENBRIER, MARLINTON, POTOMAC RANGER DISTRICTS

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET 8/30/2021

2 GENERAL NOTES 8/30/2021

3-4 LOCATION MAPS 8/30/2021

5-6 MODULAR BRIDGE TYPICALS 8/30/2021

7 DECKING TYPICAL 6/22/2021

8 WEARING TYPICAL 8/30/2021

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

8/3 0/2

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R09

EASTERN REGION

FOREST WIDE-

MODULAR

BRIDGE DECKING

REPLACEMENTS

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

GENERAL NOTES

7/8/2021

AJT

X.XXX

X.XXX

C-01 002 008

A. TAYLOR 8/30/2021

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.

· ALL SOUTHERN PINE SHALL BE SELECT 1 OR BETTER .

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

· SHOULD CONTRACTOR ELECT TO USE WHITE OAK OR NORTHERN RED OAK, FREE OF LARGE KNOTS, SPLITS, AND OTHER DEFECTS. TREATMENT

FOR SAID MATERIALS SHALL BE WAIVED.

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

·· 233 RIVER ROAD- THIS STRUCTURE IS ON AN OPEN PUBLIC ROADWAY.

·· 911 HOLCOMB- 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.

·· 1610 DEER CREEK- THIS SITE IS ACCESSED VIA RIGHT OF WAY WHICH BEGINS AT THE GATE ON JOE REXRODE ROAD NEAR BARTOW, WV

GATE MAY REQUIRE PRIVATE KEY TO ACCESS, PRIOR COORDINATION WITH COR IS ADVISED TO GAIN ACCESS. STAGING AREA WILL BE

LIMITED AT THIS SITE TO PREVENT TRESPASS OFF ROW.

·· BLACK MOUNTAIN STORAGE- THIS SITE MAY CONTAIN TWO 50' ADM MODULAR BRIDGES. ONLY ONE BRIDGE SHALL BE COVERED BY THIS

CONTRACT, THE BRIDGE WITH THE OLD PLANK STYLE OAK DECKING IS THE SPECIFIED BRIDGE. THIS BRIDGE MAY REQUIRE THE

CONTRACTOR MOVE AND TO BE UNFOLDED TO REPLACE DECKING. ALL COSTS ASSOCIATED WITH UNFOLDING OR MOVING SHALL BE

CONSIDERED INCIDENTAL TO THE REPLACEMENT OF THE DECKING. CARE SHALL BE TAKEN NOT TO DAMAGE THE BRIDGE.

·· THREE FORKS OF WILLIAMS RIVER STORAGE- THIS SITE MAY CONTAINS ONE 50' ADM MODULAR BRIDGE. THIS BRIDGE MAY REQUIRE THE

CONTRACTOR MOVE AND TO BE UNFOLDED TO REPLACE DECKING. ALL COSTS ASSOCIATED WITH UNFOLDING OR MOVING SHALL BE

CONSIDERED INCIDENTAL TO THE REPLACEMENT OF THE DECKING. CARE SHALL BE TAKEN NOT TO DAMAGE THE BRIDGE. ACCESS TO THE

SITE MAY BE SOMEWHAT RESTRICTED DUE TO CONSTRUCTION ON FR 86 WILLIAMS RIVER ROAD. CURRENTLY THE EAST ENTRANCE IS

IMPASSIBLE DUE TO BRIDGE CONSTRUCTION, COORDINATION WITH COR WILL BE ESSENTIAL.

·· MARLINTON WAREHOUSE- THIS SITE CONTAINS TWO ADM MODULAR BRIDGES. ONLY ONE BRIDGE SHALL BE COVERED BY THIS CONTRACT, THE BRIDGE WITH THE OLD PLANK STYLE OAK DECKING IS THE SPECIFIED BRIDGE. THIS BRIDGE MAY REQUIRE THE CONTRACTOR MOVE AND

TO BE UNFOLDED TO REPLACE DECKING. ALL COSTS ASSOCIATED WITH UNFOLDING OR MOVING SHALL BE CONSIDERED INCIDENTAL TO THE

REPLACEMENT OF THE DECKING. CARE SHALL BE TAKEN NOT TO DAMAGE THE BRIDGE.

·· GAUDINEER STORAGE- THIS BRIDGE MAY REQUIRE THE CONTRACTOR MOVE AND TO BE UNFOLDED TO REPLACE DECKING. ALL COSTS

ASSOCIATED WITH UNFOLDING OR MOVING SHALL BE CONSIDERED INCIDENTAL TO THE REPLACEMENT OF THE DECKING. CARE SHALL BE

TAKEN NOT TO DAMAGE THE BRIDGE.

·· FR 842 BUD HOLLOW 50 FT- ACCESS IS GOOD TO WITHIN 1000FT OF STRUCTURE, CONTRACTOR CAN EITHER BRUSH THE ROAD TO THE SITE

OR USE AS IS.

·· FR 911 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.

FOREST WIDE - MODULAR BRIDGE DECK REPLACEMENTS

SCHEDULE OF ITEMS (BASE BID)

ITEM NUMBER DESCRIPTION METHOD OF

MEASURE UNIT QUANTITY

15101-0000 MOBILIZATION LSQ LUMP SUM 1.00

55706-2000A STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

FR 233 RIVER ROAD 40 FT LSQ LUMP SUM 1.00

55706-2000B STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

FR 14 MIDDLE MOUNTAIN 40 FT LSQ LUMP SUM 1.00

55706-2000C STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

FR 1610 DEER CREEK 30 FT LSQ LUMP SUM 1.00

55706-2000D

STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

BLACK MOUNTAIN THREE FORKS WILLIAMS RIVER

STORAGE 50 FT

LSQ LUMP SUM 1.00

63501-0000 TEMPORARY TRAFFIC CONTROL, INCLUDING INSTALLATION

& REMOVAL OF LSQ LUMP SUM 1.00

FOREST WIDE - MODULAR BRIDGE DECK REPLACEMENTS

SCHEDULE OF ITEMS (OPTIONAL BID ITEMS)

ITEM NUMBER DESCRIPTION METHOD OF

MEASURE UNIT QUANTITY

55706-2000E STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

MARLINTON WAREHOUSE 30 FT LSQ LUMP SUM 1.00

55706-2000F STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

GAUDINEER STORAGE 25 FT LSQ LUMP SUM 1.00

55706-2000G STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

FR 842 BUD HOLLOW 50 FT LSQ LUMP SUM 1.00

55706-2000H STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING,

FR 911 HOLCOMB 50 FT LSQ LUMP SUM 1.00

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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

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R09

EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

LOCATION MAPS

07/08/2021

AJT

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C-02 003 008

FR 233 RIVER ROAD MP 2.01

40 FT BRIDGE

LAT - 38.5984

LONG - -79.8988

FR 1610 DEER CREEK MP 0.05

30 FT BRIDGE

LAT - 38.5036

LONG - -79.773

BLACK MOUNTAIN STORAGE

THREE FORKS WILLIAMS RIVER

50 FT BRIDGE

LAT - 38.3059 38.34196

LONG - -80.2039 -80.37429

FR 14 MIDDLE MOUNTAIN MP 26.0

40 FT BRIDGE

LAT - 38.5877

LONG - -79.7227

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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

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R09

EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

LOCATION MAPS

7/8/2021

AJT

X.XXX

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C-03 004 008

MARLINTON WAREHOUSE

30 FT BRIDGE

LAT - 38.2153

LONG - -80.0791

GAUDINEER STORAGE

25 FT BRIDGE

LAT - 38.6704

LONG - -79.8369

FR 842 BUD HOLLOW MP 0.75

50 FT BRIDGE

LAT - 38.6163

LONG - -79.6111

FR 911 HOLCOMB MP 0.4

50 FT BRIDGE

LAT - 38.3835

LONG - -80.5394

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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

8/3 0/2

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

BRIDGE TYPICALS

(SIDE VIEW)

6/22/2021

AJT

X.XXX

X.XXX

C-04 5 008

A. TAYLOR 8/30/2021

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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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

8/3 0/2

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

BRIDGE TYPICALS

(FRAMING PLAN)

6/22/2021

AJT

X.XXX

X.XXX

C-05 006 008

PROVIDED FOR REFERENCE ONLY

REMOVE ALL EXISTING

PLANK DECKING

DISPOSE OF LEGALLY

OFF FS LANDS

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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

8/3 0/2

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

DECKING TYPICALS

6/22/2021

AJT

X.XXX

X.XXX

C-06 007 008

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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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

8/3 0/2

1 1 1:

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EASTERN REGION

MODULAR

BRIDGE

REDECKING

MONONGAHELA

NATIONAL FOREST

GAULEY, GREENBRIER,

MARLINTON, POTOMAC RANGER

DISTRICTS

WEARING SURFACE

TYPICAL

6/22/2021

AJT

X.XXX

X.XXX

C-07 008 008

A. TAYLOR 8/30/2021

2'

GRK RSS FASTENER (305

STAINLESS)

" X 5

" (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.

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