Amendment_A006.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)

A006 09/26/2018 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).

N/A

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

N/A

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. A006, dated 09/26/2018 WA RRP RIDG 100(2) Solicitation No. DTFH7017B00007 River S Bridge Replacement

REVISIONS ARE AS FOLLOWS:

CONTRACT CLAUSES

Page C-89 through C-89b. Revises, FAR Clauses 52.236-4 Physical Data (Apr 1984).

SPECIAL CONTRACT REQUIREMENTS

Page E-22, Subsection 108.01(c), Revises requirements

Page E-48, Subsection 156.04A Accommodating River Navigation Traffic During Work.

Revises requirements

PLANS

Plan Sheet D.1 Adds Note.

Plan Sheet E.4 P.E. Stamp Added

Plan Sheet E.6 P.E. Stamp Added

Plan Sheet E.20 Revised details

Plan Sheet E.33 P.E. Stamp Added

ENCLOSURES

Pages:

C-89 through C- 89b E-22 E-48

Plan Sheets:

D.1 E.4 E.6 E.20 E.33

C-89

Revised by Amendment A004/A005/A006 Contract Clauses Project: WA RRP RIDG 100(2), River S Bridge Replacement 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 Revised RiverS_APP_C.pdf RiverS_APP_D.pdf Revised RiverS_APP_D.pdf RiverS_APP_E.pdf Revised RiverS_APP_E.pdf

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

(18) (6) Ridgefield_WQDataTracker_FINAL_081815_ToClient

(19) Finding of Fact 1958

(20) Finding of Fact 1981

(21) Original Permit ACOE 1958

(22) Permit amendment dated 1982

(23) Public Notice 1958

(24) Public Notice 1981

(25) River S Revised Cross-Sections Line RS1 Sta 13+50 to 17+00

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, C-89a

Revised by Amendment A004/A005/A006 Contract Clauses Project: WA RRP RIDG 100(2), River S Bridge Replacement 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

C‐89b Reserved

E-22 DIVISION 100

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

Section 108. — PROSECUTION AND PROGRESS

04/20/18– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least 48 hours advance notice before changing the current work schedule. Work schedule changes that include additional shifts require 14 days’ notice.

Perform work under this contract according to the following:

(a) No onsite work can start until the contractor has secured an agreement with BNSF in accordance with the BNSF Overpass Agreement (See Section K) and SCR 107.01.

(b) Do not perform construction from Friday at 6:00 pm to Monday at 7:00 am.

(c) Limit site work prior to May 1, 2019 and after September 30, 2019 to a maximum of 10 hour work shifts, Monday through Friday, day light hours only unless otherwise approved the

CO.

(d) Do not perform construction operations on Pier 3, Span 4, or Abutment 2(shafts and cap) between October 1 and December 31 unless otherwise approved in writing from BNSF and approved by the CO.

(e) Do not perform construction operations between 6:00 p.m. Thursday and 6:00 p.m. Friday over the Birdfest /Bluegrass event. Contact the CO for schedule dates. In 2019 the event date is; October 5th and 6th.

(f) Limit work as provided in Section 107.

(g) Limit work as provided in Section 156.

(h) Open the new bridge to public traffic no later than February 28th, 2020 at noon.

(i) Complete Ground Improvements at Abutment 1, prior to constructing West Approach fills and Abutment 1 Drilled Shafts.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis- Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

Revised by Amendment A006

E-48 DIVISION 150

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

6:30 a.m. to 7:30 a.m.

11:30 a.m. to 12:30 p.m.

4:30 p.m. to 5:30 p.m.

(2) Wednesdays.

6:30 a.m. to 9:00 a.m.

12:00 p.m. to 1:00 p.m.

4:30 p.m. to 5:30 p.m.

In Addition to administrative traffic, allow public traffic on Tuesdays and Thursdays during the Ridgefield National Wildlife Refuge waterfowl hunting season (consult with CO on dates. General Hunt season starts in Mid-October and ends at the end of January. Consult http://dfw.wa.gov/hunting/regulations/summary_hunting_dates.html for actual hunt season)

4:30 a.m. to 7:30 a.m.

12:00 p.m. to 1:00 p.m.

4:30 p.m. to dusk p.m.

(c) Coordination with other contractors. See Subsection 104.06.

156.04A Accommodating River Navigation Traffic During Work. (Added Subsection)

The contractor is responsible for compliance with US Coast Guard Bridge Permit (see Section H) and all applicable United States Coast Guard statutes, rules, regulations and guidance (hereinafter collectively referred to as “requirements”).

The contractor must develop and submit a work plan directly to the United States Coast Guard for evaluation and approval. A sample work plan may be found at http://www.uscg.mil/hq/cg5/cg551/CP_16591_3C.pdf. https://www.dco.uscg.mil/Our- Organization/Assistant-Commandant-for-Prevention-Policy-CG-5P/Marine- Transportation-Systems-CG-5PW/Office-of-Bridge-Programs/Bridge-Permit- Application-Process/

In general, the work plan must provide adequate safety for the mariner and the reasonable needs of navigation. United States Coast Guard requirements do not allow the project to close or modify the current River Navigation channel without permission of the United States Coast Guard. . The contractor is responsible for determining how it will meet United States Coast Guard requirements. Allow a minimum of 20 days from the time the submitted work plan is deemed complete by US Coast Guard for review and approval.

The information required in the work plan, includes but is not limited to the following items:

Revised by amendement A005 Added by amendement A006

FOOTNOTES:

[1]

57501-0000 Minor Bridge Work

Utility work from 8+02 to 13+67 is inluded in pay item

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)

A

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

5 6

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 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 david.l.mariman Polygonal Line david.l.mariman Typewritten Text david.l.mariman Typewritten Text

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

U.S. DEPARTMENT OF TRANSPORTATION

LAKE RIVER BRIDGE

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 david.l.mariman Polygonal Line david.l.mariman Typewritten Text david.l.mariman Typewritten Text

SAWTEETH DETAIL

End of P.S. girder

END TYPE D

PLAN

End of girder identified in girder schedule

Extend straight strands

LC

parallel to girder

Extension length

Sawteeth

Sawteeth area (typ.)

Harped strands over area shown

Sawteeth shall be full width

LC Bearing recess

P or P

90°

Girder slope

LC Bearing recess casting deck)

Level (after

ELEVATION

1 2

1'-6"

9" 9"

L

7" 7"

1'-4" integral guide bars

Bevel PL w/

L

1'-6"

9" 9"

4" 4" ty p

" 2

(typ.)

(typ.)

PROTECTION DETAIL

FLANGE SPALL

BEARING RECESS AND BOTTOM

EMBEDDED PLATE

BEVEL PLATE

TOP PLATE &

PLAN

ELEVATION

ELEVATION

PLAN

LC Bearing m in epoxy grout grout with an approved concrete surface and

Cut all strands 1" below

LC Diaphragm

Omit at exterior face of exterior girders.

treatment by approved mechanical method.

" roughened surface4 1side forms or

" etch to4 1Apply approved retardant for

END TYPE B

6" ** d

** Measured normal to diaphragmLC

L **

Girder slope

LC Embedded Plate

ELEVATION

GIRDER EMBEDDED PLATE DETAIL

(after casting deck)

Parallel with top plate bolt (galv.) (typ.)

ferrule for 1" dia.

Burke FS-2 std.

A-709 GR 36 (galv.)

"x18"x2'-8"8 5Top P

U.S. DEPARTMENT OF TRANSPORTATION

LAKE RIVER BRIDGE

RIVER 'S' UNIT

RIDGEFIELD NATIONAL WILDLIFE REFUGE

CLARK COUNTY, WASHINGTON

RG3072-T

J. RUTHNO SCALEL. COHAGENH. GONSIORM. MITCHELL

20 of 33 OCTOBER 2017

DATE

PRESTRESSED GIRDER DETAILS - 2

DRAWING NO.

E.20

STATE PROJECT

NUMBER

SHEET

WA RRP RIDG 100(2)

S e p

A

M

B R P S

G ir d e r D e ta il s r e v .d g n

U

S S u r

D or embedded plate (Abutment 1)

Bearing Recess (Abutment 2)

F-62 flared thin slab ferrule insert or approved equal.

" Dayton Superior 8 5open ferrule insert, 1" dia. 4

" Williams F22 2 1MX-3 Hi-Tensile, 1" dia. x 5 centerline. Inserts shall be 1" dia. Meadowburke

Place holes and inserts parallel to diaphragm inserts on the interior face of exterior girders.

to miss harped strands. Omit holes and place

3" dia. open hole. Adjust hole location vertically see Bearing Details sheet

Bearing width + 2", ty p

" dia. hole (typ.)16

" dia. hole (typ.)16

A-709 GR 36 (galv.)

Bevel P 16"x2'-2" strands as shown except for extended approved epoxy resin, and paint with an with the girder ends

Cut all strands flush displacement during concrete placement.

Securely tie anchor to the rebar cage to prevent immediately before placing diaphragm concrete.

equal (typ.). Verify strand grips are seated tightly

" steel strand anchor, or approved 8 1" dia. x 14

3 A108 2

" dia. hole prior to installing on strand ASTM 4 3 w/

"x4"x4" 2 1* Strand chuck tack welded to ASTM A36 PL

ASTM A-108 (galv.) (typ.)

headed welded studs

" dia. x 4" 8 512-

" dia. hole (typ.)6

"8 5Top PL

09/25/18 NOTES REVISED BY AMENDMENT A006JR6

"8 5Embedded PL

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 david.l.mariman Polygonal Line david.l.mariman Typewritten Text david.l.mariman Typewritten Text Revised by Amendment A006