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1284LL23Q0069

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

84LL

COEUR DALENE ID 83815

3232 WEST NURSERY ROAD

IDAHO PANHANDLE NATIONAL FORESTS

USDA-FS CSA INTERMOUNTAIN 1

GAOA06/06/20230001

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

06/06/2023

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 __________________ 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.)

GAOA Moose and Mink Creek Trail Bridge Materials, Moose Creek Ranger District, Nez

Perce-Clearwater National Forests

Purpose of this Amendment:

1)Extend closing date for offers due, new date: 06/22/2023 13:00 MT

2)Amend Section D of Solicitation to update Estimated Bill of Materials, update drawings of

Moose and Mink Creek to final

Return signed copy of amendment with offer

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)

SARAH L. ACKERMAN

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

1284LL23Q0069/0001

The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice

Processing Platform (IPP). The contractor must follow the instructions on how to register and submit invoices via IPP as prescribed in the previous communications from USDA and Treasury.

All invoices are to be submitted via the electronic Invoice Processing Platform. This is a mandatory requirement initiated by the U.S.

Department of Treasury and you can find more information at this website https://www.ipp.gov/index.htm. Please make sure that your company has registered at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish your account.

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

Sponsored by GSA

FAR (48 CFR) 53.110

SECTION D – CONTRACT DOCUMENTS, EXHIBITS, OR ATTACHMENTS

The following attachments are a part of this solicitation and any resulting contract.

Attachment No.: Description No. of Pages

1 Estimated Bill of Materials Moose Creek and Mink Creek Trail Bridges 2

2 Construction Plans for Moose Creek Bridge Repair, Trail #4 Milepost 24 14

3 Construction Plans for Selway River (Mink Creek) Bridge, Trail #438 Milepost 0.1 15

DATE

4/27/2023

DISTRICT

Moose Creek

COUNTY

Idaho

Route Trail No. 4

MILE POST

24.00

USEABLE WIDTH

8'

LENGTH

145'

*ITEM NO. DESCRIPTION LUMBER TYPE

MEMBER

COUNT CONTINGENCY QUANTITY HEIGHT (IN) WIDTH (IN)

**CUT LENGTH

(FT)

2 Running Planks Rough Sawn Treated DF-L #1 48 5.00% 51 3.00 12.00 12

3 Deck Planks Rough Sawn Treated DF-L #1 143 5.00% 151 3.00 12.00 9

3 Approach Span Extended Deck Planks Rough Sawn Treated DF-L #1 5 5.00% 6 3.00 12.00 14

3 Curb Rail *S4S Treated DF-L #1 24 5.00% 26 5.50 5.50 12

3 Curb Blocks S4S Treated DF-L #1 3 5.00% 4 1.50 5.50 10

3 Solid Bridging (blocking) *S4S Treated DF-L #1 6 5.00% 7 3.00 12.00 12

4 Needle Beams Rough Sawn Treated DF-L #1 8 0.00% 8 8.00 10.00 16

5 Main Span Stringers (25% allowance) Rough Sawn Treated DF-L #1 10 0.00% 10 3.00 12.00 13.5

6 Top Plate above top chord S4S Treated DF-L #1 20 5.00% 21 1.50 5.50 12

7 Top Chord S4S Treated DF-L #1 40 5.00% 42 1.50 5.50 11.5

7 Bottom Chord S4S Treated DF-L #1 40 5.00% 42 1.50 5.50 11.5

7 Chord Splice Blocking S4S Treated DF-L #1 84 5.00% 89 1.50 5.50 2

7 Truss Ends (verticals) S4S Treated DF-L #1 8 12.50% 9 1.50 5.50 6

7 Cedar Lattice S4S Cedar #1 160 5.00% 168 0.75 5.50 7

7 Rail Braces S4S Treated DF-L #1 18 0.00% 18 2.50 5.50 7.75

11 Approach Span Railings S4S Treated DF-L #1 8 12.50% 9 2.50 7.50 13.25

11 Approach Span Railing Braces S4S Treated DF-L #1 10 0.00% 10 1.50 5.50 5.5

11 Approach Span Railing Posts S4S Treated DF-L #1 10 0.00% 10 3.50 5.50 6

11 Railing Post Blocks S4S Treated DF-L #1 10 0.00% 10 5.50 5.50 0.46

COUNT CONTINGENCY QUANTITY

1144 15% 1316

1304 15% 1500

104 15% 120

240 15% 276

230 15% 265

16 15% 19

0 15% 0

228 15% 263

108 15% 125

0 15% 0

720 15% 828

372 15% 428

124 15% 143

360 15% 414

194 15% 224

124 15% 143

320 15% 368

40 15% 46

160 15% 184

8 15% 10

26 15% 30

106 15% 122

20 10% 22

34 15% 40

36 15% 42

18 15% 21

360 15% 414

308 15% 355

198 15% 228

COUNT CONTINGENCY QUANTITY

18 15% 21

216 15% 249

108 15% 125

36 15% 42

18 0% 18

18 0% 18

4 0% 4

2 0% 2

80 15% 92

*Denotes changes from original solicitation

DESCRIPTION

5/16 x 4" Rugged Structural Screw (RSS)

5/8" Cable Clamps

1/2" Nut

5/8" Nut

*3/4" x 18" Hex Bolt

3/4" x 17" U-Bolt 2 1/2" o.c.

DESCRIPTION

Cable Hanger Clamp

5/8" Hanger Cable

(3/16) 3 1/2" x 1 1/2" Steel Expansion Tube

Simpson STC Clip

1/2" Predrilled Needle-Truss Plate (bottom)

3 1/2" x 1/8" x 2' Steel Expansion Plate

5/8" Cable Thimble

1/2" Predrilled Needle-Truss Plate (top)

8d Common 2 1/2" Nail

3/4" x 8" Hex Bolt

3/4" x 16" Hex Bolt

5/8" x 10" Hex Bolt

FOREST

Nez Perce - Clearwater National Forests

5/16 x 5 1/8" Rugged Structural Screw (RSS)

3/8" x 7" Rugged Structural Screw (RSS)

#8 x 2 1/2" R4 Multi-Purpose Screw

#9 x 3 1/8" R4 Multi-Purpose Screw

3/4" x 6" Lag Screw

5/8" Malleable Iron Washer

7/8" Malleable Iron Washer

BILL OF LUMBER

PROJECT

Moose Creek Trail Bridge Repairs

STRUCTURE

Suspension Trail Bridge

*all item numbers are in reference to the project estimate's itemization **refer to the member details in the repair plans for precise member dimensions

ESTIMATED BILL OF MATERIALS

3/4" Nut

BILL OF FASTENERS

BILL OF HARDWARE

*5/8" x 12" Hex Bolt

5/8" x 6" Hex Bolt

5/8" x 7" Hex Bolt

1/2" x 6" Hex Bolt

1/2" x 8" Hex Bolt

5/8" Split Washer

3/4" Split Washer

3/4" Standard Cut Washer

1/2" Split Washer

1/2" Standard Cut Washer

5/8" Standard Cut Washer

*3/4 Malleable Iron Washer

4/27/2023

DISTRICT

Moose Creek

COUNTY

Route Trail No. 438

MILE POST

0.10

USEABLE WIDTH

8'

LENGTH

250'

*ITEM NO. DESCRIPTION LUMBER TYPE MEMBER COUNT CONTINGENCY QUANTITY HEIGHT (IN) WIDTH (IN) CUT LENGTH (FT)

2 Running Planks Rough Sawn Treated DF-L #1 84 5.00% 89 3.00 12.00 12.00

3 Deck Planks Rough Sawn Treated DF-L #1 250 5.00% 263 3.00 12.00 9.00

3 Curb Rail *S4S Treated DF-L #1 42 5.00% 45 5.50 5.50 12.00

3 Approach Span Extended Deck Planks Rough Sawn Treated DF-L #1 4 5.00% 5 3.00 12.00 14.00

3 Curb Blocks S4S Treated DF-L #1 11 0.00% 11 1.50 5.50 10.00

3 Solid Bridging (blocking) *S4S Treated DF-L #1 11 5.00% 12 3.00 12.00 12.00

4 Top Plate/Rail Cap *S4S Treated DF-L #1 42 5.00% 45 1.50 5.50 12.00

5 Top Chord *S4S Treated DF-L #1 80 5.00% 84 1.50 5.50 12.50

6 Bottom Chord S4S Treated DF-L #1 80 5.00% 84 1.50 5.50 12.50

7 Chord Splice Blocking S4S Treated DF-L #1 160 5.00% 168 1.50 5.50 2.00

7 Truss Ends (verticals) S4S Treated DF-L #1 16 5.00% 17 1.50 5.50 6.00

7 Main Span Lattice *S4S Cedar #1 288 5.00% 303 0.75 5.50 7.17

7 Main Span Rail Braces S4S Treated DF-L #1 34 0.00% 34 2.50 5.50 7.75

7 Needle Beams Rough Sawn Treated DF-L #1 17 0.00% 17 8.00 10.00 16.00

7 Stringers Rough Sawn Treated DF-L #1 18 0.00% 18 3.00 12.00 14.50

11 Approach Span Lattice S4S Cedar #1 36 5.00% 38 0.75 5.50 5.58

12 Approach Span Stringers *S4S Treated DF-L #1 5 0.00% 5 5.50 11.50 22.50

13 Approach Span Bent Sill Rough Sawn Treated DF-L #1 1 0.00% 1 12.00 12.00 13.00

13 Approach Span Bent Posts Rough Sawn Treated DF-L #1 3 0.00% 3 12.00 12.00 4.25

13 Approach Span Bent Cap Rough Sawn Treated DF-L #1 1 0.00% 1 12.00 12.00 12.00

DESCRIPTION COUNT CONTINGENCY QUANTITY

5/16 x 5 1/8" Rugged Structural Screw (RSS) 2176 15.00% 2503

3/8 x 7" Rugged Structural Screw (RSS) 88 15.00% 102

5/16 x 4" Rugged Structural Screw (RSS) 1984 15.00% 2282

*#8 x 2 1/2" R4 Multi-Purpose Screw 80 15.00% 92

#9 x 3 1/8" R4 Multi-Purpose Screw 230 15.00% 265

3/4" x 6" Lag Screw 16 15.00% 19

8d Common 2 1/2" Nail 0 15.00% 0

5/8" Malleable Iron Washer 440 15.00% 506

3/4" Malleable Iron Washer 92 15.00% 106

7/8" Malleable Iron Washer 0 15.00% 0

1/2" Standard Cut Washer 1272 15.00% 1463

5/8" Standard Cut Washer 692 15.00% 796

3/4" Standard Cut Washer 220 15.00% 253

1/2" Split Washer 636 15.00% 732

5/8" Split Washer 354 15.00% 408

3/4" Split Washer 220 15.00% 253

1/2" x 6" Hex Bolt 596 15.00% 686

1/2" x 8" Hex Bolt 40 15.00% 46

5/8" x 6" Hex Bolt 304 15.00% 350

5/8" x 7" Hex Bolt 8 15.00% 10

5/8" x 10" Hex Bolt 60 15.00% 69

5/8" x 12" Hex Bolt 194 15.00% 224

5/8" x 13" Hex Bolt 0 15.00% 0

3/4" x 8" Hex Bolt 18 15.00% 21

3/4" x 16" Hex Bolt 0 15.00% 0

3/4" x 18" Hex Bolt 68 15.00% 79

3/4" x 22" Hex Bolt 28 15.00% 33

3/4" x 17" U-Bolt 2 1/2" o.c. 34 15.00% 40

1/2" Nut 636 15.00% 732

5/8" Nut 574 15.00% 661

3/4" Nut 318 15.00% 366

DESCRIPTION COUNT CONTINGENCY QUANTITY

Cable Hanger Clamp 34 15.00% 40

5/8" Wire Rope 408 15.00% 470

5/8" Cable Clamps 204 15.00% 235

5/8" Cable Thimble 68 15.00% 79

1/2" Predrilled Needle-Truss Plate (top) 34 0.00% 34

1/2" Predrilled Needle-Truss Plate (bottom) 34 0.00% 34

3 1/2" x 1/8" x 2' Steel Expansion Plate 4 0.00% 4

(3/16) 3 1/2" x 1 1/2" Steel Expansion Tube 2 0.00% 2

Simpson STC Clip 92 15.00% 106

*Denotes change from original solicitation

BILL OF FASTENERS

BILL OF HARDWARE

FOREST

Nez Perce - Clearwater National Forests

STRUCTURE

Suspension Trail Bridge

ESTIMATED BILL OF MATERIALS

PROJECT

Mink Creek Trail Bridge Repairs

BILL OF LUMBER

*all item numbers are in reference to the project estimate's itemization **refer to the member details in the repair plans for precise member dimensions

Moose Creek

Mink Creek

JuliaCohrs File Attachment 1_NCF_MooseCreek_MinkCreekEstimated Bill of Materials_Updated_06-13.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX

SHEET 1 COVER

SHEET 2 GENERAL NOTES

SHEET 3 GENERAL BRIDGE LAYOUT

SHEET 4 MAIN SPAN SUPERSTRUCTURE DETAILS

SHEET 6 TOWER NO.1 DETAILS

SHEET 5 TOWER NO.2 DETAILS

SHEET 7 CONCRETE REPAIR DETAILS

SHEET 8 APPROACH SPAN DETAILS

SHEET 9 TOWER CAP DETAILS

SHEET 10 CURB DETAILS

SHEET 11 HARDWARE DETAILS

SHEET 12 MISCELLANEOUS SUPERSTRUCTURE DETAILS

SHEET 13 MEMBER DETAILS

SHEET 14 MEMBER DETAILS

JUNE 7, 2023

1-21226

MOOSE CREEK BRIDGE REPAIR

TRAIL #4 MILEPOST 24

CONSTRUCTION PLANS FOR

SECTION 11, TOWNSHIP 32 NORTH, AND RANGE 12 EAST

LATITUDE 46.123797°, LONGITUDE -114.934181°

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

NEZ PERCE - CLEARWATER NATIONAL FORESTS

MOOSE CREEK RANGER DISTRICT

IDAHO COUNTY, IDAHO

PLANS PREPARED BY:

GRAYSON GILLIN, PE

BRIAN G JOHNSON, EI

QA/QC BY:

KARL YAKAWICH, PE

PROJECT LOCATION

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

Bonners Ferry

Sandpoint

Coeur d'Alene

St. Maries

Moscow

Lewiston

Orofino Pierce

Kamiah

Grangeville

New Meadows Salmon

Boise

Mountain Home

Twin Falls Burley

Pocatello Soda Springs

Falls

Rexburg

Island Park

W

AS

H I N

G

TO

N O

R

EG

UTAHNEVADA

M

NTANA

12333

21308

RECOMMENDED BY:

APPROVED BY:

GENERAL NOTES

1-21226 JUNE 7, 2023 SHEET NO.

2 OF 14GCG

BGJ

KFY

PREPARED BY:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

RT

GENERAL BRIDGE LAYOUT

3 OF 14GCG

TOWER

NO. 2

NO. 1

SE

C

EE

K

LOOKING DOWNSTREAM

ABUTMENT

NO. 3

ABUTMENT

TO MOOSE CREEKGUARD STATION

ITEM WORK DESCRIPTION LUMBER TYPE

1 WHOLE BRIDGE - CABLES, CAMBER ADJUSTMENT, REPLACE HANGER CABLES AND HARDWARE N/A

2 REPLACE RUNNING PLANKS ROUGH SAWN TREATED DF-L #1

3 REPLACE ALL DECK PLANKS, CURBING, CURB BLOCKING, AND BRIDGING S4S/ROUGH SAWN TREATED DF-L #1

4 REPLACE 8 OF THE 9 EXISTING NEEDLE (FLOOR) BEAMS ROUGH SAWN TREATED DF-L #1

5 REPLACE (25%) MAIN SPAN STRINGERS AS NEEDED ROUGH SAWN TREATED DF-L #1

6 REPLACE TOP CHORD PLATE S4S TREATED DF-L #1

7 REPLACE TOP AND BOTTOM CHORDS AND CEDAR LATTICE S4S TREATED CEDAR #1

8 INSTALL NEW EXPANSION JOINTS N/A

9 REPLACE TOWER CAPS TREATED GLULAM 24F-V8

10 SEAL AND REPAIR CONCRETE PEDESTAL FOUNDATIONS N/A

11 REPLACE APPROACH RAILINGS, BRACES, POSTS S4S TREATED DF-L #1

12 INSTALL SHIM UNDER MAIN SPAN STRINGERS AT TOWER #2 S4S TREATED DF-L #1

TO MOOSE CREEK

GUARD STATION

TO SELWAY FALLS

WORK STATION

MAIN SPAN SUPERSTRUCTURE DETAILS

4 OF 14GCG

TOWER NO.1 DETAILS

5 OF 14GCG

TOWER NO.2 DETAILS

6 OF 14GCG

CONCRETE REPAIR DETAILS

7 OF 14GCG

LOCATION REPAIR DESCRIPTION

SHALLOW REPAIR

AREA (SF)

CONCRETE SURFACE

COAT AREA (SF)

TOWER #1 - FOUNDATION

CONCRETE SURFACE REPAIR: REMOVE

LOOSE/DETERIORATED CONCRETE AND

APPLY SURFACE COAT TO EXPOSED FACES.

N/A ± 100

TOWER #2 - UPSTREAM FOUNDATION

N/A ± 80

TOWER #2 - DOWNSTREAM

FOUNDATION

FILL VOIDS/ROCK POCKETS NEAR BASE.

± 10 ± 80

ABUTMENT #3

N/A ±30

APPROACH SPAN DETAILS

8 OF 14GCG

TOWER CAP DETAILS

9 OF 14GCG

CURB DETAILS

10 OF 14GCG

HARDWARE DETAILS

11 OF 14GCG

MISCELLANEOUS SUPERSTRUCTURE DETAILS

12 OF 14GCG

MEMBER DETAILS

13 OF 14GCG

14 OF 14GCG

2_NCF_Moose Creek - Plans.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

DATE:SHEET INDEX

SHEET 1 COVER

SHEET 2 GENERAL BRIDGE NOTES

SHEET 3 GENERAL BRIDGE LAYOUT

SHEET 4 MAIN SPAN SUPERSTRUCTURE DETAILS

SHEET 5 TOWER NO. 1 DETAILS

SHEET 6 TOWER NO. 2 DETAILS

SHEET 7 TOWER CAP DETAILS

SHEET 8 APPROACH SPAN DETAILS

SHEET 9 BENT NO. 3 CRIB WALL DETAILS

SHEET 10 CURB DETAILS

SHEET 11 HARDWARE DETAILS

SHEET 12 MISCELLANEOUS SUPERSTRUCTURE DETAILS

SHEET 13 CONCRETE REPAIR DETAILS

SHEET 14 MEMBER DETAILS

SHEET 15 MEMBER DETAILS

JUNE 7, 2023

1-21226

SELWAY RIVER (MINK CREEK) BRIDGE

TRAIL #438 MILEPOST 0.1

CONSTRUCTION PLANS FOR

SECTION 22, TOWNSHIP 32 NORTH, AND RANGE 11 EAST

LATITUDE 46.097626°, LONGITUDE -115.072160°

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

MOOSE CREEK RANGER DISTRICT

IDAHO COUNTY, IDAHO

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

Bonners Ferry

Sandpoint

Coeur d'Alene

St. Maries

Moscow

Lewiston

Orofino Pierce

Kamiah

Grangeville

New Meadows Salmon

Boise

Mountain Home

Twin Falls Burley

Pocatello Soda Springs

Falls

Rexburg

Island Park

W

AS

I N

G

TO

EG

UTAHNEVADA

NTANA

PLANS PREPARED BY:

GRAYSON GILLIN, PE

BRIAN G JOHNSON, EI

QA/QC BY:

KARL YAKAWICH, PE

12333

21308

GENERAL BRIDGE NOTES

2 OF 15GCG

NORTH

GENERAL BRIDGE LAYOUT

3 OF 15GCG

SE

LW

A Y

IV

ER

LOOKING UPSTREAM

NO. 1 TOWER

TO MOOSE CREEK

GUARD STATION

TO SELWAY FALLS

WORK CENTER

BENT

ITEM WORK DESCRIPTION LUMBER TYPE

1 WHOLE BRIDGE - CABLES, CAMBER ADJUSTMENT, REPLACE HANGER CABLES AND HARDWARE N/A

2 REPLACE RUNNING PLANKS ROUGH SAWN TREATED DF-L #1

3 REPLACE ALL DECK PLANKS, CURBING, CURB BLOCKING, AND BRIDGING S4S/ROUGH SAWN TREATED DF-L #1

4 REPLACE 8 OF THE 9 EXISTING NEEDLE (FLOOR) BEAMS ROUGH SAWN TREATED DF-L #1

5 REPLACE (25%) MAIN SPAN STRINGERS AS NEEDED ROUGH SAWN TREATED DF-L #1

6 REPLACE TOP CHORD PLATE S4S TREATED DF-L #1

7 REPLACE TOP AND BOTTOM CHORDS AND CEDAR LATTICE S4S TREATED CEDAR #1

8 INSTALL NEW EXPANSION JOINTS N/A

9 REPLACE TOWER CAPS TREATED GLULAM 24F-V8

10 SEAL AND REPAIR CONCRETE PEDESTAL FOUNDATIONS N/A

11 REPLACE APPROACH RAILINGS, BRACES, LATTICE S4S TREATED DF-L & CEDAR #1

12 REPLACE APPROACH STRINGERS WITH NEW STRINGERS S4S TREATED DF-L #1

13 REPLACE APPROACH BENT NO. 3 S4S TREATED DF-L #1

MAIN SPAN SUPERSTRUCTURE DETAILS

4 OF 15GCG

TOWER NO. 1 DETAILS

5 OF 15GCG

TOWER NO. 2 DETAILS

6 OF 15GCG

TOWER CAP DETAILS

7 OF 15GCG

APPROACH SPAN DETAILS

8 OF 15GCG

BENT NO. 3 CRIB WALL DETAILS

9 OF 15GCG

CURB DETAILS

10 OF 15GCG

HARDWARE DETAILS

11 OF 15GCG

MISCELLANEOUS SUPERSTRUCTURE DETAILS

12 OF 15GCG

CONCRETE REPAIR DETAILS

13 OF 15GCG

LOCATION REPAIR DISCRIPTION

CONCRETE SURFACE

COAT AREA (SF)

SHALLOW REPAIR AREA

(SF)

TOWER #1 - FOUNDATION

LOOSE/DETERIORATED CONCRETE AND APPLY

SURFACE COAT TO EXPOSED FACES.

± 230 ± 10

TOWER #2 - UPSTREAM FOUNDATION

± 80 ± 10

TOWER #2 - DOWNSTREAM

FOUNDATION

± 80 ± 10

14 OF 15GCG

15 OF 15GCG

3_NCF_Mink Creek - Plans.pdf

File details come from the government source that posted it. Updated .