Amendment_A005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A005 09/25/2018 N/A WA RRP RIDG 100(2)

River S Bridge Replacement

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH7017B00007

9B. DATED (SEE ITEM 11)

08/29/2018

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(__ ) is extended, ( x ) is not extended.

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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

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

WA RRP RIDG 100(2), River S Bridge Replacement See page 2

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

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

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A005, dated 09/25/18 WA RRP RIDG 100(2) Solicitation No. DTFH7017B00007 River S Bridge Replacement

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Deletes Item 21101-1000 Roadway Obliteration, Method 1.

Adds Item 21102-2000 Roadway Obliteration, Method 2.

Page A-10 Deletes Item 63301-0000 Sign System

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-86. Revises FAR Clauses 52.236-4 Physical Data (Apr 1984).

SPECIAL CONTRACT REQUIREMENTS

Page F-30, Subsection 563.07(b)(3) Application, Revises weathering agent application limits.

Page F-33, Subsection 565.06, Shaft Drilling, Revises shaft casing maximum inside diameter.

PLANS

Plan sheet B.1 Deletes Item 21101-1000 Roadway Obliteration, Method 1.

Adds Item 21102-2000 Roadway Obliteration, Method 2.

Plan sheet B.2 Deletes Item 63301-0000 Sign System

Plan Sheet D.1 Deletes Item 21101-1000 Roadway Obliteration, Method 1.

Adds Item 21102-2000 Roadway Obliteration, Method 2.

Deletes Item 63301-0000 Sign System

Plan Sheet D.3 Entire sheet D.3 Deleted Entire Sheet D.3 Added

Plan Sheet E.4 Entire Sheet E.4 Deleted Entire Sheet E.4 Added

Plan Sheet E.6 Revises Fender Attachment Detail

Plan Sheet E.33 Revises Vertical Clearance Gauge Notes

Plan Sheet J.1 Entire sheet J.1 Deleted Entire Sheet J.1 Added

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

Amendment No. A005, dated 09/25/18 WA RRP RIDG 100(2) Solicitation No. DTFH7017B00007 River S Bridge Replacement

ENCLOSURES

Pages:

A-7 through A-10 C-86 F-30 F-33

Plan Sheets:

B.1 – B.2 D.1 D.3 deleted/added E.4 deleted/added E.6 E.33 J.1 deleted/added

PLANS - PEN AND INK CHANGE(S)

Please make the following pen & ink change(s):

Amendment A004 SF 30, Page 1 of 2, dated 09/20/2017:

Revise Block 2, Amendment No., to read: A004 Revise Block 3, Effective Date, to read: 09/20/2018

Page(s) not included due to Pen and Ink change(s):

A004 SF 30, Page 1 of 2

A-7

Bid Schedule Project: WA RRP RIDG 100(2), River S Bridge Replacement

Bid Schedule

Project: WA RRP RIDG 100(2) River ‘S’ Bridge Replacement

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

Do not include an amount to protect against contingent cost increases to prices subject to the escalation coverage.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the listed brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal):

A. For Section 563, Painting, which is incidental , our firm offers in lieu of the brand name Natina® Steel manufactured by Natina Products, LLC specified in Subsection

725.19 Weathering Agent:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, bid will be considered nonresponsive.

Revised by Amendment A005

A-8

B I D S C H E D U L E Account: ALL

Project No: WA RRP RIDG 100(2)

Name: RIVER S BRIDGE REPLACEMENT CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0000

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15705-0100

Line A0120 2,050 LNFT $ $

15705-1400

Line A0140 600 LNFT $ $

20101-0000

Line A0160 2.5 ACRE $ $

20301-1900

Line A0180 2 EACH $ $

20301-2400

Line A0200 3 EACH $ $

20302-1200

Line A0220 200 LNFT $ $

20304-2000

Line A0240 ALL LPSM $

20420-0000

Line A0260 8,500 CUYD $ $

21101-2000

Line A0280 500 SQYD $ $

25101-0300

Line A0300 27 CUYD $ $

25501-1000

Line A0320 10,950 SQFT (CQ) $ $

25701-0200

Line A0340 ALL LPSM $

Schedule Total: ________________________

Submitted by: _________________________

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, METHOD A, CLASS 3

SOIL EROSION CONTROL, FIBER ROLL

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

REMOVAL OF BRIDGE

Revised by Amendment A005 david.l.mariman Rectangle david.l.mariman Line david.l.mariman Line

A-9

Account: ALL

Project No: WA RRP RIDG 100(2)

Name: RIVER S BRIDGE REPLACEMENT CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

27601-0000

Line A0360 254 SQYD (CQ) $ $

30202-2000

Line A0380 1,200 TON $ $

55201-0200

Line A0400 827 CUYD (CQ) $ $

55202-1000

Line A0420 107 SQYD (CQ) $ $

55235-0000

Line A0440 48 LNFT (CQ) $ $

55302-3200

Line A0460 1,524 LNFT (CQ) $ $

55401-1000

Line A0480 73,747 LB (CQ) $ $

55401-2000

Line A0500 148,470 LB (CQ) $ $

55601-0900

Line A0520 1,128 LNFT (CQ) $ $

56401-1000

Line A0540 6 EACH (CQ) $ $

56501-0000

Line A0560 344 LNFT (CQ) $ $

56501-0800

Line A0580 330 LNFT (CQ) $ $

57501-0000

Line A0600 ALL LPSM $

60103-0180

Line A0620 1 EACH $ $

60201-0800

Line A0640 100 LNFT $ $

60201-1000

Line A0660 290 LNFT $ $

60210-1000

Line A0680 1 EACH $ $

END SECTION FOR 36-INCH PIPE CULVERT

DRILLED SHAFT (120-INCH DIAMETER)

DRILLED SHAFT, 60-INCH DIAMETER

MINOR BRIDGE WORK

EXPANSION JOINTS

PRECAST, PRESTRESSED CONCRETE GIRDER

REINFORCING STEEL

GEOTECHNICAL GROUND IMPROVEMENT

CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

ROADWAY AGGREGATE, METHOD 2

STRUCTURAL CONCRETE, CLASS A (AE)

STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1

REINFORCING STEEL, EPOXY COATED

BRIDGE RAILING, STEEL

BEARING DEVICE, ELASTOMERIC

Revised by Amendment A005 david.l.mariman Rectangle

A-10

Account: ALL

Project No: WA RRP RIDG 100(2)

Name: RIVER S BRIDGE REPLACEMENT CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60403-0000

Line A0700 2 EACH $ $

60510-0800

Line A0720 150 LNFT $ $

61701-1950

Line A0740 488 LNFT $ $

61702-0800

Line A0760 4 EACH $ $

61707-0000

Line A0780 84 LNFT $ $

61901-1300

Line A0800 231 LNFT (CQ) $ $

61901-1300

Line A0820 915 LNFT (CQ) $ $

61901-1300

Line A0840 475 LNFT (CQ) $ $

61902-0000

Line A0860 1 EACH $ $

62401-0300

Line A0880 3,000 SQYD $ $

62502-0000

Line A0900 3,000 SQYD $ $

63301-0000

Line A0920 0 EACH $ $

63501-0000

Line A0940 ALL LPSM $

63503-1000

Line A0960 2,200 LNFT $ $

63610-1600

Line A0980 2,755 LNFT $ $

63621-1000

Line A1000 1 EACH $ $

63621-3000

Line A1020 2 EACH $ $

63622-0000

Line A1040 1,210 LNFT $ $

CONDUIT, 2-INCH, PVC

UTILITY BOX, PULLBOX

UTILITY BOX, JUNCTION BOX

UTILITY TRENCH

GATE

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

TURF ESTABLISHMENT

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

FENCE, CHAIN LINK

FENCE, CHAIN LINK (35-INCH HEIGHT)

FENCE, CHAIN LINK (42-INCH HEIGHT)

INLET

6-INCH OUTLET PIPE

Revised by Amendment A005 david.l.mariman Line david.l.mariman Line david.l.mariman Line david.l.mariman Line david.l.mariman Typewritten Text Deleted item

C-86

Contract Clauses Project: WA RRP RIDG 100(2), River S Bridge Replacement

(b) The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract.

52.236-4 Physical Data (Apr 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by: N/A..

(b) Weather conditions: N/A.

(c) Transportation facilities: N/A.

(d) Hydrological data consisting of flow rates, water surface elevations, velocities, and hydraulic permit information may be inspected at Western Federal Lands Highway Division, Contracts Section, 610 East Fifth Street, Vancouver, Washington 98661.

(e) Geotechnical data, design data, and environmental information consisting of the following, will be posted with the solicitation.

(1) 09_Bridge and Seismic Design Standards-WA RRP RIDG 100(2).pdf

(2) 19_Cross Sections-WA RRP RIDG 100(2).pdf

(3) 19a_River 'S' Earthwork.pdf

(4) 20a_GM 08-12 Geotech Memo.pdf

(5) 20b_GM 08-12 Ridgefield Existing Condition Assessment.pdf

(6) 20c_GR14-15 Geotech Report.pdf

(7) 15 River S Bridge Replacement, Final Geotech Report, Aug 2016.pdf

(8) 21a_Asbestos Inspection and Reporting.pdf

(9) 21b_Bridge Inspection Report.pdf

(10) 21c_Hydraulics Report.pdf

(11) 21d_Navigation Report.pdf

(12) 22a_S_Refuge_Rd_Geometry.xml

(13) 22b_Auto_Tour_Rt_Geometry.xml

(14) 22c_Access_Rd_Geometry.xml

(15) SWPPP WA RRP RIDG 100(2).pdf

(16) Draft_20170919 WQMPP Plan WA RRP RIFG 100(2) River S Bridge Replace

17) Hydraulics Report Appendices:

RiverS_APP_A.pdf RiverS_APP_B.pdf RiverS_APP_C.pdf RiverS_APP_D.pdf RiverS_APP_E.pdf

FIS Vol 1 of 2 - 53011CV001A.pdf FIS Vol 2 of 2 - 53011CV002A.pdf

52.236-5 Material and Workmanship (Apr 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

(b) The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer’s approval of the material or articles which the Contractor contemplates

Revised RiverS_APP_C.pdf Revised RiverS_APP_D.pdf Revised RiverS_APP_E.pdf robert.kolln Line robert.kolln Line robert.kolln Line

F-30 DIVISION 550

Special Contract Requirements Project: WA RRP RIDG 100(2), River S Bridge Replacement weathering agent containers until required for application that day. Do not use weathering agent with an expired shelf life, or weathering agent from a punctured or opened container.

Add the following to paragraph (b)(3):

Apply weathering agent according to the manufacturer’s recommendations. Limit the weathering agent to 1-ft below the finished ground line along face of wall.

Control or modify weathering agent finishes for rock and concrete by custom blending the specified ingredients; modifying application techniques; diluting with water; or a combination thereof. Finish rock and concrete surfaces according to the approved, applicable test panel.

Apply weathering agent to the required galvanized surfaces and allow the finish to cure at the manufacturer’s facility, developing the full coloration within two weeks of application.

Finish galvanized surfaces according to the approved quality control sample.

Add the following to paragraph (b)(4):

Cure each application of weathering agent according to the manufacturer’s recommendations, and before shipping colored products to the project site.

563.11 Other Metals. Add the following to paragraph (b):

Treat galvanized steel field cuts; and all damaged galvanizing according to the applicable requirements of ASTM A 780.

563.12 Acceptance. Add the following:

Repair damages to reactive colorant finishes on galvanized metals by field applying weathering agent to damaged areas until the finish matches that of the approved quality control sample.

Repair damages to reactive colorant finishes on non-metallic surfaces by applying weathering agent to damaged areas until the finish matches that of the approved applicable test panel.

Reactive colorant finishes will be evaluated under Subsections 106.02.

F-33 DIVISION 550

Special Contract Requirements Project: WA RRP RIDG 100(2), River S Bridge Replacement

Delete the text of the second paragraph of (c) and substitute the following:

Use smooth, clean, watertight steel casing of sufficient strength to withstand handling, installation stresses, concrete placement, and surrounding earth pressures. Make the outside diameter of the casing no less than the specified size of the shaft. Make the inside diameter of the casing no greater than the specified diameter of the shaft plus 67 inches. For pier 3 and abutment 2, comply with BNSF construction requirements for shoring.

See the plans for potential disposal areas for drilled shafts excavation spoils and requirements.

565.07 Reinforcing Steel and Crosshole Sonic Logging (CSL) Access Tubes Placement.

Delete the fifth and sixth paragraphs and substitute the following:

Do not proceed with installation of subsequent shafts until approved in writing by the CO.

Approval to proceed with the construction of subsequent shafts will be based on observations of workmanship during construction of the first shaft and the following:

(a) Contractor's conformance with the approved shaft installation plan;

(b) Contractor's daily reports and inspector's daily logs of excavation, rebar, and concrete placement; and,

(c) Concrete placement logs and volume curves.

The CO will provide a written determination within 24 hours after completion of the first shaft. If the CO determines the first shaft to be of questionable quality, discontinue all shaft construction until the CSL test results of the first shaft are received and reviewed and the shaft is accepted in writing by the CO.

Measurement

565.11 Amend as follows:

Delete the fourth paragraph and substitute the following:

Do not measure concrete, reinforcing steel, permanent casing, or temporary casing.

Sheet and Description

Section C Section D Section E Section F Section G Section H Section J Section K

Typical Section Plan & Profile Bridge Approach Slab MSE Wall Ground Improvements Erosion Control Drainage Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 1,880 170 2,050

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 420 180 600

A0160 20101-0000 CLEARING AND GRUBBING ACRE 2.1 0.4 2.5

A0180 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0200 20301-2400 REMOVAL OF SIGN EACH 3 3

A0220 20302-1200 REMOVAL OF GUARDRAIL LNFT 180 20 200

A0240 20304-2000 REMOVAL OF BRIDGE LPSM ALL ALL

A0260 20420-0000 EMBANKMENT CONSTRUCTION CUYD 7,995 505 8,500

5 A0280 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 455 45 500 ITEM REVISED

A0300 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 27 27

A0320 25501-1000 MECHANICALLY STABILIZED EARTH Contract Quantity

WALL, WELDED WIRE FACE SQFT 10,950 10,950

A0340 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL ALL

A0360 27601-0000 GEOTECHNICAL GROUND Contract Quantity

IMPROVEMENT SQYD 254 254

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,114 86 1,200

A0400 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 827 827

A0420 55202-1000 STRUCTURAL CONCRETE, CLASS D Contract Quantity

(AE), FOR APPROACH SLABS,

TYPE 1 SQYD 107 107

A0440 55235-0000 EXPANSION JOINTS LNFT 48 48 Contract Quantity

A0460 55302-3200 PRECAST, PRESTRESSED CONCRETE Contract Quantity

GIRDER LNFT 1,524 1,524

A0480 55401-1000 REINFORCING STEEL LB 73,747 73,747 Contract Quantity

A0500 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 148,470 148,470

A0520 55601-0900 BRIDGE RAILING, STEEL LNFT 1,128 1,128 Contract Quantity

A0540 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 6 6 Contract Quantity

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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STATE PROJECT

B.1RRP RIDG 100(2)WA

SHEET

NUMBER

5 Revised by amendment A005

Sheet and Description

Section C Section D Section E Section F Section G Section H Section J Section K

Typical Section Plan & Profile Bridge Approach Slab MSE Wall Ground Improvements Erosion Control Drainage Allowance Bid

Schedule

A0560 56501-0000 DRILLED SHAFT (120-INCH Contract Quantity

DIAMETER) LNFT 344 344

A0580 56501-0800 DRILLED SHAFT, 60-INCH Contract Quantity

DIAMETER LNFT 330 330

A0600 57501-0000 MINOR BRIDGE WORK LPSM ALL ALL

A0620 60103-0180 CONCRETE, HEADWALL FOR

36-INCH PIPE CULVERT EACH 1 1

A0640 60201-0800 24-INCH PIPE CULVERT LNFT 80 20 100

A0660 60201-1000 36-INCH PIPE CULVERT LNFT 265 25 290

A0680 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1

A0700 60403-0000 INLET EACH 2 2

A0720 60510-0800 6-INCH OUTLET PIPE LNFT 100 50 150

A0740 61701-1950 GUARDRAIL SYSTEM G4, TYPE 4,

CLASS B STEEL POSTS LNFT 488 488

A0760 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 4 4

A0780 61707-0000 STRUCTURE TRANSITION RAILING LNFT 84 84

A0800 61901-1300 FENCE, CHAIN LINK LNFT 231 231 Contract Quantity

A0820 61901-1300 FENCE, CHAIN LINK (35-INCH Contract Quantity

HEIGHT) LNFT 890 25 915

A0840 61901-1300 FENCE, CHAIN LINK (42-INCH Contract Quantity

HEIGHT) LNFT 475 475

A0860 61902-0000 GATE EACH 1 1

A0880 62401-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH SQYD 2,713 287 3,000

A0900 62502-0000 TURF ESTABLISHMENT SQYD 2,796 204 3,000

5 A0920 63301-0000 SIGN SYSTEM EACH 2 2 ITEM REMOVED

A0940 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0960 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 2,010 190 2,200

A0980 63610-1600 CONDUIT, 2-INCH, PVC LNFT 2,640 115 2,755

A1000 63621-1000 UTILITY BOX, PULLBOX EACH 1 1

A1020 63621-3000 UTILITY BOX, JUNCTION BOX EACH 2 2

A1040 63622-0000 UTILITY TRENCH LNFT 1,105 105 1,210

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2RRP RIDG 100(2)WA

SHEET

NUMBER

5 Revised by amendment A005

Revised by amendement A005

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d w a r r id g fa .d g n

WA RRP RIDG 100(2)

P

M

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

AND PROFILE QUANTITIES

TABULATION OF PLAN

CP

12108

CP

13551

Sheet removed by amendment A005

UP

N

LAKE RIVER

20 4001020

Scale in feet

CUYD

EXC.

CUYD

EMB.

14+0013+0012+0011+0010+00 9+00

0 0

10 10

20 20

30 30

40 40

50 50

60 60

70 70

80 80

D.3

STATE PROJECT

NUMBER

SHEET

S h e e t

D .3 R e m o v e d m y fi le s p w p r o d u c ti o n d w a r r id g fc .d g n

WA RRP RIDG 100(2)

A

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

.5

+10.0 000%

60' VC

K = 6

SSD = 138'

.5

+0.0000%

60' VC

K = 8

SSD = 165'

-8.0000%

9 1

P C

.1 railroad crossing

At grade public BNSF

Existing ground

END BRIDGE

13+43.17

S REFUGE ROAD

WA RRP RIDG 100(2)

S Refuge Rd

Profile grade

NOTE:

I n s ta ll in c h p ip e c u lv e r t L

N F T

R e m o v a l o f p ip e c u lv e r t

.7

Removal of guardrail (40 LNFT)

Removal of guardrail (40 LNFT)

See Sheets E.1-33

Proposed bridge centerline

S Refuge Rd

See Sheet G.1

MSE Wall

1. See Sheets K.1-9 for drainage details

See Sheet G.1

MSE Wall

See Sheet F.1

Approach slab

Centerline M1 Track

Centerline M2 Track

Install sign system

See Sheet E.33

Install sign system

See Sheet E.33 Clearing limits

Clearing limits

Temporary traffic control, plastic fence

Temporary traffic control, plastic fence existing bridge

Salvage 55' steel girders from

Existing bridge to be removed

See Sheets E.1-33

Utility hanger to remain in place

Existing bridge abutment behind guardrail.

Install fence, chain link (42 inch height)

(4) Conduit, 2-inch, PVC (140 LNFT)

Utility trench (35 LNFT)

(1) Conduit, 2-inch, PVC (100 LNFT)

Utility trench (100 LNFT) power

Existing utility box, CP

12108

CP

13551

Sheet added by amendment A005

UP

N

LAKE RIVER

20 4001020

Scale in feet

CUYD

EXC.

CUYD

EMB.

14+0013+0012+0011+0010+00 9+00

0 0

10 10

20 20

30 30

40 40

50 50

60 60

70 70

80 80

D.3

STATE PROJECT

NUMBER

SHEET

S h e e t

D .3 A d d m y fi le s p w p r o d u c ti o n d w a r r id g fc .d g n

WA RRP RIDG 100(2)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

.5

+10.0 000%

60' VC

K = 6

SSD = 138'

.5

+0.0000%

60' VC

K = 8

SSD = 165'

-8.0000%

9 1

P C

.1 railroad crossing

At grade public BNSF

Existing ground

END BRIDGE

13+43.17

S REFUGE ROAD

WA RRP RIDG 100(2)

S Refuge Rd

Profile grade

NOTE:

I n s ta ll in c h p ip e c u lv e r t L

N F T

R e m o v a l o f p ip e c u lv e r t

.7

Removal of guardrail (40 LNFT)

Removal of guardrail (40 LNFT)

See Sheets E.1-33

Proposed bridge centerline

S Refuge Rd

See Sheet G.1

MSE Wall

1. See Sheets K.1-9 for drainage details

See Sheet G.1

MSE Wall

See Sheet F.1

Approach slab

Centerline M1 Track

Centerline M2 Track

Clearing limits

Clearing limits

Temporary traffic control, plastic fence

Temporary traffic control, plastic fence existing bridge

Salvage 55' steel girders from

Existing bridge to be removed

See Sheets E.1-33

Utility hanger to remain in place

Existing bridge abutment behind guardrail.

Install fence, chain link (42 inch height)

(4) Conduit, 2-inch, PVC (140 LNFT)

Utility trench (35 LNFT)

(1) Conduit, 2-inch, PVC (100 LNFT)

Utility trench (100 LNFT) power

Existing utility box, LCLC LC LC LC

LC

N

9+008+00 10+00 11+00 13+0012+00

FOUNDATION PLAN

130'-0" 130'-0" 130'-0" 130'-0"

°0 '0

(typ

10'-0" dia. drilled shaft (typ.)

Existing bridge

LC

LC

Drilled shaft

Pier 1LC LC LC LC

LC

LC Sta. 13+43.17

END BRIDGE

3'-8" 3'-2"

Sta. 13+40.00 ty p

Face of MSE Wall

5'-0" dia. drilled shaft (typ.)

Bridge @ Roadway

Sta. 9+50.00Sta. 8+16.33

BEGIN BRIDGE

Sta. 8+20.00

Wingwall (typ.)

Drilled shaft

Pier 2

Drilled shaft

Pier 3

Sta. 12+10.00

Sta. 10+80.00

OHWM

OHWM

5'-0" dia. drilled shaft (typ.)

see Roadway Plans.

Ground improvement area, Existing 12" dia. culvert ty p

BNSF ROWBNSF ROW

M2 Track

Bridge Sta. 12+92.09 =LC

LC

LC

LC

= Future M Track

Bridge Sta. 12+62.19LC

LC

LC

LC

= Future access road

Bridge Sta. 12+42.21

15'-0"15'-0"

"8

45'-147'-2"

= M1 Track

Bridge Sta. 12+77.20

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

LAKE RIVER BRIDGE

RIDGEFIELD NATIONAL WILDLIFE REFUGE

RIVER 'S' UNIT

CLARK COUNTY, WASHINGTON

RG3072-D

NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER

J. RUTH1" = 50'L. COHAGENH. GONSIORM. MITCHELL

NO. DATE BY REVISIONS

BRIDGE DRAWING

4 of 33 OCTOBER 2017

DATE

FOUNDATION PLAN

DRAWING NO.

E.4

STATE PROJECT

NUMBER

SHEET

WA RRP RIDG 100(2)

S e p

P

M

B R F o u n d a ti o n o ld .d g n

U

S S u r

D

09/20/18 SHEET REMOVED BY AMENDMENT A005

JR

UP

Bearing

Drilled shafts

Abutment 2

Bearing

Drilled shafts

Abutment 1

LCLC LC LC LC

LC

N

9+008+00 10+00 11+00 13+0012+00

FOUNDATION PLAN

130'-0" 130'-0" 130'-0" 130'-0"

°0 '0

(typ

10'-0" dia. drilled shaft (typ.)

Existing bridge

LC

LC

Drilled shaft

Pier 1LC LC LC LC

LC

LC Sta. 13+43.17

END BRIDGE

3'-8" 3'-2"

Sta. 13+40.00 ty p

Face of MSE Wall

5'-0" dia. drilled shaft (typ.)

Bridge @ Roadway

Sta. 9+50.00Sta. 8+16.33

BEGIN BRIDGE

Sta. 8+20.00

Wingwall (typ.)

Drilled shaft

Pier 2

Drilled shaft

Pier 3

Sta. 12+10.00

Sta. 10+80.00

OHWM

OHWM

5'-0" dia. drilled shaft (typ.)

see Roadway Plans.

Ground improvement area, Existing 12" dia. culvert ty p

BNSF ROWBNSF ROW

M2 Track

Bridge Sta. 12+92.09 =LC

LC

LC

LC

= Future M Track

Bridge Sta. 12+62.19LC

LC

LC

LC

= Future access road

Bridge Sta. 12+42.21

15'-0"15'-0"

"8

45'-147'-2"

= M1 Track

Bridge Sta. 12+77.20

CLARK COUNTY, WASHINGTON

RG3072-D

J. RUTH1" = 50'L. COHAGENH. GONSIORM. MITCHELL

4 of 33 OCTOBER 2017

DATE

FOUNDATION PLAN

DRAWING NO.

E.4

STATE PROJECT

NUMBER

SHEET

WA RRP RIDG 100(2)

S e p

P

M

B R F o u n d a ti o n r e v .d g n

U

S S u r

D

09/20/18

SHEET ADDED BY AMENDMENT A005JR

UP

Bearing

Drilled shafts

Abutment 2

Bearing

Drilled shafts

Abutment 1

SHAFT SCHEDULE

ELEVATION (FT.)

EL. B

SHAFT

TOP OF

ELEV.

GROUND

APPROX.

LC

PIER NO.

0.00

0.00

35.00

12.00

12.00

30.00

-120.00

-105.00

-65.00

ELEVATION

Column & Shaft

El. B

El. D

10'-0"

B B

LC Shaft

LC

P ie r

10'-0"

EL. D

OF SHAFT

BOTTOM

roughened surface

Construction joint with

SECTION A-A

El. C

W e ld e d h o o p s s p a c in g

-10.00

-10.00

EL. C

CASING

PERMANENT

BOTTOM OF

longitudinal reinforcing

See Shaft Schedule for roughened surface

Construction joint with

(Piers 1 and 2 only)

Permanent casing

REINFORCING

LONGITUDINAL

48 total, eq. spa.)

#18 (24 bundles, spa.)

#18 (32 total, eq.

spa.)

#18 (40 total, eq.

is p e r m it te d

P ie r o n ly lo n g it u d in a l r e in fo r c in g b u n d le

T e r m in a ti o n o f o n e b a r i n e a c h

Pier 1 shown e q s p a w e ld e d h o o p s pier column reinf. details

See RG3072-M for

#6 (28 total, eq. spa.)

1'-6"

1'-6" shaft integrity test

Access tube for

15.97

15.97

EL. A

CASING

PERMANENT

TOP OF

LC

LCLC Shaft

LC

P ie r

6" clr.

10'-0"

SECTION B-B

Pier 1 shown

Marine fender, typ.

(Piers 1 and 2 only)

Permanent casing pier column reinf. details

See RG3072-M for longitudinal reinforcing

See Shaft Schedule for

#8 Welded hoop

(10 min., eq. spa.)

shaft integrity test

Access tube for

S e e R

D

M f o r W e ld e d L a p S p li c e D e ta il

R

"2

R= 3'-0

LC Stiffener

LC

S ti ff e n e r ty p typ.

1'-7" typ.

1'-3"

(4 total)

Handle stiffener, typ.

" 2 1" x 2

1PL 3

(Piers 1 and 2 only)

Permanent casing

Typ.

" cover plate8

3PL

Typ.

CC

CASING COVER DETAIL

SECTION C-C

NTS

NTS

VIEW D-D

"8

Cover plate, typ.

"2

= 6"

2 spa. @ 3" 2"

LCSymm. about cover joint typ.

Stiffener, (2 per splice) splice bar16

5PL

with 2 washers and nut, typ.

" dia. A307 bolt 8 7" dia. hole for 16

"8 typ.

"2

"4

4"

" Radius, typ.2

Cover plate, typ.

Stiffener

2 washers and nut, typ.*

" dia. A307 bolt with 8

" dia. hole for 16

", typ.2

1PL

Typ.

D D

El. A

A A

Optional construction joint

Casing cover with access hatchtyp.

3" typ.

"2

(Piers 1 and 2 only)

Marine fender, typ.

fenders (10 total) holes between

2" dia. weep

1'-0"

NTS

Typ.

Detail

Attachment

See Fender

ATTACHMENT DETAIL

FENDER

manufacturer's recommendation furnished and installed per marine fender

Galvanized bolt and anchor plate assembly

"8

C o v e r S h a ft

CLARK COUNTY, WASHINGTON

RG3072-F

J. RUTH1/4" = 1'-0"L. COHAGENH. GONSIORM. MITCHELL

6 of 33 JUNE 2018

DATE

PIER DRILLED SHAFT DETAILS

DRAWING NO.

E.6

STATE PROJECT

NUMBER

SHEET

WA RRP RIDG 100(2)

S e p

P

M

B R P ie r D r il le d S h a ft D e ta il s r e v .d g n

U

S S u r

D to ASTM A780.

dip galvanizing according nut to bolt. Repair hot opens freely. Tack weld

* Install nut so that hatch

Cover Joint & Pier ty p place as shown)

(10 total, eq. spa., Marine fender (typ.)

M a r in e f e n d e r l e n g th

Permanent casing

NOTE:

M111 or AASHTO M232.

fabrication per AASHTO shall be galvanized after

All casing cover material vertical placement see Elevation for between fenders, 2" dia. weep holes

5 09/20/18 NOTES REVISED BY AMENDMENT A005

approved by the CO.

equivalent as

D2000 3BA 720 or conforming to ASTM fender with rubber

** Furnish rubber marine

JR

with O bore** marine fender

D-shaped rubber

LC Pier LC m a x s p a c in g

El. 16.61

2'-0"

4'-0"

Bridge

A A lumber behind sign

6" x 6" tapered plastic lumber (typ.)

6" x 6" tapered plastic

LC Pier

SECTION A-A

LC Bridge

6'-0" column

Concrete inserts (typ.)

4'-0"

7"10.63""2 1R = 1

Border

9.4"

2.6"

21.4"

21.4"

2.6"

21.4"

2.6"

21.4"

2.6"

21.4"

2.6"

2.6"

12"

3"

18" C

6"

18" C

6"

18" C

6"

18" C

6"

18" C

6"

18" C

3" to plastic lumber (typ.)

" x 2" stainless screws2 locking nuts into plastic lumber.

Recess stainless washers and steel threaded rod into column.

" stainless2 1Drill and epoxy

VERTICAL CLEARANCE GAUGE NOTES:

m a x s p a c in g ty p m a x

SIGN A DETAILS

7"10.63""2 1R = 1

Border

21.4"

2.6"

2.6"

12"

18" C

6"

18" C

3"

SIGN B DETAILS

3"

4'-0"

9.4"

Gauge Sign A

Vertical Clearance ty p m a x

6'-0" column

Gauge Sign A

Vertical Clearance

El. 12.61 ty p m a x c lr

ELEVATIONS

LC Bridge

LC Pier

Gauge Sign B

Vertical Clearance

BB

rod (typ.)

steel threaded

" stainless 2

Gauge Sign B

Vertical Clearance washers (beveled as needed) with double hex nuts and

" stainless steel threaded rod2

SECTION B-B

6'-0" column

Marine fender (typ.)

not shown for clarity)

(remaining fenders

Marine fender

Marine fender

U.S. DEPARTMENT OF TRANSPORTATION

LAKE RIVER BRIDGE

CLARK COUNTY, WASHINGTON

RG3072-GG

J. RUTH1/4" = 1'-0"J. CARTERH. GONSIORM. MITCHELL

33 of 33 JUNE 2018

DATE

GAUGE DETAILS

VERTICAL CLEARANCE

DRAWING NO.

E.33

STATE PROJECT

NUMBER

SHEET

WA RRP RIDG 100(2)

S e p

P

M

B R

V e r tC lr

G a u g e

D tl s r e v .d g n

U

S S u r

D with permanent casing

10'-0" drilled shaft with permanent casing

10'-0" drilled shaft plastic lumber (typ.)

6" x 6" tapered

5 09/20/18 NOTES REVISED BY AMENDMENT A005JR

5 Sections 633 and 718.

Provide clearance gauge sign made of plastic and conforming to with bolts, threaded rod, and nuts under heads and nuts.

ASTM F593 Type 305. Provide stainless steel washer compatible

F594 Type 316. Provide stainles steel screws conforming to

Grade B8M. Provide stainless steel nuts conforming to ASTM

Provide stainless steel threaded rod conforming to ASTM A193 steel threaded rod. Do not damage column reinforcing.

Field locate column reinforcing near drilled and epoxied stainless

W etlan d

Wetlan d

W e tl a n d

Sheet removed by amendment A005

N

NOTE:

EROSION CONTROL PLAN

See Sheet J.3 for fiber roll detail.

See Sheet J.2 for silt fence detail.

Field fit erosion control devices with approval from the CO.

3.

2.

1.

Staging and stockpiling area

40 8002040

Scale in feet

J.1

STATE PROJECT

NUMBER

SHEET

S h e e t J .1 R e m o v m y fi le s p w p r o d u c ti o n d w a r r id g d a .d g n

WA RRP RIDG 100(2)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Sta.= 14+28.64 Sta.= 14+50.41

Sta.= 14+72.17

Sta.= 14+93.94

Soil erosion control, fiber roll (310 LNFT)

Soil erosion control, silt fence (380 LNFT)

Soil erosion control, silt fence (780 LNFT)

Clearing limits

Slope stake limits

Soil erosion control, silt fence (550 LNFT)

W etlan d

Wetlan d

W e tl a n d

Sheet added by amendment A005

N

NOTE:

EROSION CONTROL PLAN

See Sheet J.3 for fiber roll detail.

See Sheet J.2 for silt fence detail.

Field fit erosion control devices with approval from the CO.

3.

2.

1.

Staging and stockpiling area

40 8002040

Scale in feet

J.1

STATE PROJECT

NUMBER

SHEET

S h e e t J .1 A d d m y fi le s p w p r o d u c ti o n d w a r r id g d a .d g n

WA RRP RIDG 100(2)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Sta.= 14+28.64 Sta.= 14+50.41

Sta.= 14+72.17

Sta.= 14+93.94

Soil erosion control, fiber roll (310 LNFT)

Soil erosion control, silt fence (380 LNFT)

Soil erosion control, silt fence (780 LNFT)

Clearing limits

Slope stake limits

Soil erosion control, silt fence (550 LNFT)