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 02/15/2017 N/A See Block 14

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

DTFH70-16-B-00019

9B. DATED (SEE ITEM 11)

11/29/2016

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.)

OR DOT CRGNSA 100(1) Historic Columbia River Highway State Trail, OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct, & OR HOODRIVER 18(1), Wyeth Trailhead

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 02-15-2017 Solicitation No. DTFH70-16-B-00019

REVISIONS ARE AS FOLLOWS:

MINIMUM WAGE SCHEDULE

Page D-1 through D-18. Updates Davis-Bacon General Wage Decision Number OR1 to current effective date of 02/03/2017.

SPECIAL CONTRACT REQUIREMENTS

Page E-44, 156.04 Accommodating Traffic During Work. Revises the dates for the Lane Closure 5 at the Lindsey Bench Cut (Option X)

PLANS

Plan sheet LS.03 Revises Stage 1 Note 3.

Plan sheet LS.25 Revises Detail Reference Numbers

Plan sheet LS.26 Revises Plan Detail Reference Numbers and spacing

Plan sheet LS.31 Revises Typical Section

Plan sheet LS.33 Revised Pedestrian Rail Typical Section and Adds East Approach

Overlook Rail Section

Plan sheet LS.35 Revises Deck Elevation and Exterior Elevation

Plan sheet LS.37 Revises Type 3 Baluster Detail Elevation and Section drawings

Plan sheet LT.01 Revises Gradeline Diagram

Plan sheet LT.12 Revises Detail Reference Numbers

Plan sheet LT.14 Revises Section A-A and Precast Baluster Detail Elevation drawings

Plan sheet LT.15 Revises Transverse Section drawings

Plan sheet M.24 Revises Quantity For Information Only Wall W6 Table

Plan sheet M.26 Adds Granular backfill and subgrade geotextile 4” Perforated drain pipe to the Typical Section Between Spacers Retaining Wall “W6” Tie-back Bin Wall Sta. 61+80 to 63+30

Amendment No. A005, dated 02-15-2017 Solicitation No. DTFH70-16-B-00019

PLANS - PEN AND INK CHANGE(S)

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

Plan sheet C.6 Adds 4 inch to the depth of the Asphalt Concrete, Type 2 patch.

Plan sheet M.22 Revises the cross slope of the trail from 1% to 1.5%

ENCLOSURES

Pages:

D -1 through D-18 E-44

Plan Sheets:

LS.03

LS.25

LS.26

LS.31

LS.33

LS.35

LS.37

LT.01

LT.12

LT.14

LT.15

M.24 M.26

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

C.6 M.22

D - 1

General Wage Decision OR DOT CRGNSA 100(1) Historic Columbia River Highway State Trail OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct OR HOODRIVER 18(1), Wyeth Trailhead

General Decision Number: OR170001 02/03/2017 OR1

Superseded General Decision Number: OR20160001

State: Oregon

Construction Type: Highway

Counties: Oregon Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/13/2017 2 02/03/2017

BROR0001-006 06/01/2014

BAKER, BENTON (NORTH), CLACKAMAS, CLATSOP, COLUMBIA, GILLIAM,

HARNEY, HOOD RIVER, LINCOLN (NORTH), LINN (NORTH), MALHEUR

(NORTH), MARION, MORROW, MULTNOMAH, POLK, SHERMAN, TILLAMOOK,

UMATILLA, UNION, WALLOWA, WASCO (NORTH), WASHINGTON AND YAMHILL

COUNTIES

Rates Fringes

BRICKLAYER.......................$ 33.88 16.50

BROR0001-007 06/01/2014

BENTON (SOUTH), CROOK, DESCHUTES, GRANT, JACKSON, JEFFERSON,

KLAMATH, LAKE, LANE, LINCOLN (SOUTH), LINN (SOUTH), MALHEUR

(SOUTH), WASCO (SOUTH) AND WHEELER COUNTIES

BRICKLAYER.......................$ 32.68 16.15

D - 2

CARP9001-001 06/01/2012

ZONE 1:

Rates Fringes

Carpenters:

CARPENTERS..................$ 32.61 14.44

DIVER STANDBY...............$ 34.42 14.44

DIVERS TENDERS..............$ 36.97 14.44

DIVERS......................$ 78.38 14.44

MANIFOLD AND/OR

DECOMPRESSION CHAMBER

OPERATORS...................$ 30.28 14.44

MILLWRIGHTS.................$ 33.11 14.44

PILEDRIVERS.................$ 33.61 14.44

DEPTH PAY:

50 to 100 feet $1.00 per foot over 50 feet 101 to 150 feet 1.50 per foot over 101 feet 151 to 200 feet 2.00 per foot over 151 feet

Zone Differential (Add to Zone 1 rates):

Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00

ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall

ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall

ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall

ZONE 4 - More than 50 miles and less than 60 miles from the respective City Hall

ZONE 5 - More than 60 miles and less than 70 miles from the respective City Hall

ZONE 6 - More than 70 miles from the respective City Hall.

BASEPOINTS CITIES FOR CARPENTERS (EXCLUDING MILLWRIGHTS,

PILEDRIVERS AND DIVERS)

ALBANY ASTORIA BAKER

BEND BROOKINGS BURNS

COOS BAY CORVALLIS EUGENE

GOLDENDALE GRANTS PASS HERMISTON

HOOD RIVER KLAMATH FALLS LAGRANDE

LAKEVIEW LONGVIEW MADRAS

D - 3

MEDFORD McMINNVILLE NEWPORT

OREGON CITY ONTARIO PENDLETON

PORTLAND PORT ORFORD REEDSPORT

ROSEBURG SALEM ST. HELENS

THE DALLES TILLAMOOK VANCOUVER

BASEPOINTS FOR MILLWRIGHTS

EUGENE NORTH BEND LONGVIEW

PORTLAND MEDFORD THE DALLES

VANCOUVER

BASEPOINTS FOR PILEDRIVERS AND DIVERS

ASTORIA BEND COOS BAY

EUGENE KLAMATH FALLS LONGVIEW

MEDFORD NEWPORT PORTLAND

ROSEBURG SALEM THE DALLES

* ELEC0048-006 01/01/2016

CLACKAMAS, CLATSOP, COLUMBIA, HOOD RIVER, MULTNOMAH, TILLAMOOK,

WASCO, WASHINGTON, SHERMAN AND YAMHILL (NORTH) COUNTIES

CABLE SPLICER....................$ 44.22 21.50

ELECTRICIAN......................$ 40.20 21.11

HOURLY ZONE PAY:

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria

Zone Pay:

Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour

*These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus.

ELEC0112-001 06/01/2015

BAKER, GILLIAM, GRANT, MORROW, UMATILLA, UNION, WALLOWA, AND

WHEELER COUNTIES

D - 4

CABLE SPLICER....................$ 40.74 18.65

ELECTRICIAN......................$ 38.80 18.59

ELEC0280-003 01/01/2017

BENTON, CROOK, DESCHUTES, JEFFERSON, LANE (EAST OF A LINE

RUNNING NORTH AND SOUTH FROM THE NORTHEAST CORNER OF COOS

COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY), LINN,

MARION, POLK AND YAMHILL (SOUTHERN HALF) COUNTIES

CABLE SPLICER....................$ 41.15 17.75

ELECTRICIAN......................$ 38.70 18.85

ELEC0291-006 06/08/2015

MALHEUR COUNTY

Rates Fringes

CABLE SPLICER....................$ 30.97 5%+10.71

ELECTRICIAN......................$ 28.15 5%+10.71

* ELEC0659-004 01/01/2017

DOUGLAS (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NE

CORNER OF COOS COUNTY TO THE SE CORNER OF LINCOLN COUNTY),

HARNEY, JACKSON, JOSEPHINE, KLAMATH AND LAKE COUNTIES

CABLE SPLICER....................$ 33.48 15.71

ELECTRICIAN......................$ 31.57 16.49

ZONE PAY: BASE POINTS ARE FROM THE DOWNTOWN POST OFFICE IN

GRANTS PASS, KLAMATH FALLS, ROSEBURG AND MEDFORD.

ZONE 1: 0-20 MILES $0.00 PER HOUR

ZONE 2: > 20-30 MILES $1.50 PER HOUR

ZONE 3: >30-40 MILES $3.30 PER HOUR

ZONE 4: >40-50 MILES $5.00 PER HOUR

ZONE 5: >50-60 MILES $6.80 PER HOUR

ZONE 6: >60 MILES $9.50 PER HOUR

*THESE ARE NOT MILES DRIVEN. zONES ARE BASED ON DELORNE

STREET ATLAS USA 5.0.

ELEC0932-004 01/01/2016

D - 5

COOS, CURRY, LINCOLN, DOUGLAS AND LANE COUNTIES (AREA LYING

WEST OF A LINE NORTH AND SOUTH FROM THE N.E. CORNER OF COOS

COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY)

ELECTRICIAN......................$ 35.50 16.12

ENGI0701-005 01/01/2017

ZONE 1:

POWER EQUIPMENT OPERATORS (See Footnote C)

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 39.90 14.10

GROUP 1A....................$ 41.90 14.10

GROUP 1B....................$ 43.89 14.10

GROUP 2.....................$ 37.99 14.10

GROUP 3.....................$ 36.84 14.10

GROUP 4.....................$ 35.76 14.10

GROUP 5.....................$ 34.52 14.10

GROUP 6.....................$ 31.30 14.10

Zone Differential (add to Zone 1 rates):

Zone 2 - $3.00 Zone 3 - $6.00

For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.

St. Helens "Blast Zone" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border

D - 6 above, shall receive Zone III pay for all classifications.

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

Group 1 Concrete Batch Plan and or Wet mix three (3) units or more;

Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred

(200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments);

Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over;

Helicopter when used in erecting work

Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine

(299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib;

Crane, tower Crane on rail system or 2nd tower or more in work radius

Group 1B

Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over

Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement

D - 7 profiler eight foot (8') lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton;

Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty

(50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size

Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.;

Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three

(3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs.

Group 4

Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine;

Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;

Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and

D - 8 under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred

(100) ton; Crane, Floating Clamshell, Dragline, etc.

Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading;

Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris);

Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;

Ultra High Pressure Water Jet Cutting Tool System Operator;

Vacuum Blasting Machine Operator; Water pulls, Water wagons

Group 5

Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man;

Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work;

Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator;

Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less;

Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;

Concrete, Pumpcrete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional

D - 9 type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-Propelled;

Tractor, Rubber-Tired, fifty (50) HP flywheel and under;

Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc.

Group 6

Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler;

Boatman; Bobcat, skid steed (less than one (1) yard);

Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;

Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator;

Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler-Driver

IRON0029-004 07/01/2015

Rates Fringes

IRONWORKER.......................$ 34.12 23.04

LABO0001-006 06/01/2014

Rates Fringes

Mason Tender/Hod Carrier Tenders to Bricklayers, Tile Setters, Marble Setters and Terrazzo Workers, Topping for Cement Finishers and Mortar Mixers...............$ 27.44 13.10

LABO0003-003 06/01/2014

ZONE 1:

D - 10

LABORERS (SEE FOOTNOTE C)

Laborers:

GROUP 1.....................$ 26.43 13.10

GROUP 2.....................$ 27.44 13.10

GROUP 3.....................$ 22.86 13.10

Zone Differential (Add to Zone 1 rates):

Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75

ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall

ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall

ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall

ZONE 4 - More than 50 miles and less than 80 miles from the respective City Hall

ZONE 5 - More than 80 miles from the respective City Hall.

BASEPOINTS:

ALBANY ASTORIA BAKER CITY

BEND BURNS COOS BAY

EUGENE GRANTS PASS HERMISTON

KLAMATH FALLS MEDFORD PENDLETON

PORTLAND ROSEBURG SALEM

THE DALLES

LABORER CLASSIFICATIONS

GROUP 1: Applicator (including Pot Tender for same) applying protective material by hand or nozzle on utility lines or storage tanks on project, Asphalt Plant; Asphalt Spreader;

Batch Weighman; Broomers; Brush Burners and Cutters; Choker Setter; Choker Splicer; Clary Power Spreader; Clean-up Laborer; Clean up Nozzleman (concrete, rock, etc);

Concrete Laborer; Crusher Feeder; Curing, Concrete;

Demolition, wrecking, and moving; Dopping and Wrapping Pipe; Dumpman (for Grading Crew); Erosion Control Specialist; Fine Graders; Fence Builders; Form Strippers;

Guard Rail, Median Rail, Barriers, Reference Post, Guide Post, Right of Way Marker; Remote Control (Dry Pack Machine, Jackhammer, Chipping Guns, Compaction, Paving Breakers, Hand Held Concrete Saw, Demo Saw, Core Drill);

Precast Concrete Setter; Pressure Washer; Railroad Track

D - 11

Laborer; Ribbon Setter; Rip Rap Map; Sand Blasting (Wet);

Scaffold Tender; Self Propelled Concrete Buggy; Sewer Laborer; Sign Erector; Signalman; Scissor and Manlift;

Skipman; Slopers; Sprayman; Stake Chaser; Stake Setter;

Tamper; Timber Faller and Bucker; Tool Operators (Hand Held, Walk Behind)

GROUP 2: Asbestos Removal; Asphalt Rakers, Bit Grinder, Concrete Core Drill, Concrete Pump Nozzleman, Concrete Saw Operator (Walk Behind, Walk Saw, Rail Mounted, Wire); Drill Operator; Grade Checker; Gunite Nozzleman; Hazardous Waste Laborer; High Scalers; Laser Bean (Pipe Laying); Loop Installation; Manhole Builder; Mold Remediation Laborer;

Nippers and Timberman; Pipelayer; Powderman; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzleman; Sand Blasting (Dry); Sewer Timberman; Tugger Operator;

Vibrators; Water Blaster

GROUP 3: Final Clean-up(detailed clean-up, limited to cleaning up floors, ceilings, walls, windows-prior to acceptance by the owner); Fire Watch; Landscaper; Traffic Flagger

FOOTNOTE C:

HANDLING OF HAZARDOUS WAST MATERIALS - Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan:

H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing.

H-2 Class "C" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15.

H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15.

H-4 Class "A" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15.

* PAIN0055-002 01/01/2017

Rates Fringes

PAINTER

HIGHWAY & PARKING LOT

D - 12

STRIPER.....................$ 34.37 11.38

* PAIN0055-033 01/01/2017

Rates Fringes

PAINTER

BAKER, BENTON, CLATSOP,

CROOK, DESCHUTES, GRANT,

GILLIAM, HARNEY,

JEFFERSON, LAKE, LANE,

LINN, LINCOLN, MALHEUR,

MARION, POLK, TILLAMOOK,

SHERMAN, UNION, WHEELER

AND YAMHILL COUNTIES

High work-All work 60 feet or higher.............$ 23.22 10.10 Painters...................$ 22.47 10.10

CLACKAMAS, COLUMBIA, HOOD

RIVER, MULTNOMAH, MORROW,

UMATILLA, WALLOWA, WASCO

AND WASHINTON COUNTIES

High work-All work 60 feet or higher.............$ 23.27 10.10 Painters...................$ 22.52 10.10

JACKSON AND KLAMATH

COUNTIES

High Work-All Work 60 feet or higher.............$ 21.22 10.10 Painters...................$ 20.47 10.10

PLAS0555-001 06/01/2016

ZONE 1:

Rates Fringes

Cement Masons: (ZONE 1)

CEMENT MASONS DOING BOTH

COMPOSITION/POWER

MACHINERY AND

SUSPENDED/HANGING SCAFFOLD..$ 32.35 18.87

CEMENT MASONS ON

SUSPENDED, SWINGING AND/OR

HANGING SCAFFOLD............$ 31.68 18.87

CEMENT MASONS...............$ 31.00 18.87

COMPOSITION WORKERS AND

POWER MACHINERY OPERATORS...$ 31.68 18.87

Zone Differential (Add To Zone 1 Rates):

Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00

D - 13

BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,

SALEM, THE DALLES, VANCOUVER

ZONE 1: Projects within 30 miles of the respective city hall

ZONE 2: More than 30 miles but less than 40 miles from the respective city hall.

ZONE 3: More than 40 miles but less than 50 miles from the respective city hall.

ZONE 4: More than 50 miles but less than 80 miles from the respective city hall.

ZONE 5: More than 80 miles from the respective city hall

TEAM0037-004 06/01/2016

ZONE 1:

TRUCK DRIVERS (See Footnote C):

Rates Fringes

Truck drivers:

GROUP 1.....................$ 27.60 14.37

GROUP 2.....................$ 27.72 14.37

GROUP 3.....................$ 27.85 14.37

GROUP 4.....................$ 28.12 14.37

GROUP 5.....................$ 28.34 14.37

GROUP 6.....................$ 28.51 14.37

GROUP 7.....................$ 28.71 14.37

Zone Differential (add to Zone 1 rates):

Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75

Zone 1 - All jobs or projects located within 30 miles of the respective City Hall

Zone 2 - More than 30 miles and less than 40 miles from the respective City Hall

Zone 3 - More than 40 miles and less than 50 miles from the respective City Hall

Zone 4 - More than 50 miles and less than 80 miles from the respective City Hall

Zone 5 - More than 80 miles from the respective City Hall

BASEPOINTS:

D - 14

ALBANY ASTORIA BAKER

BEND BINGEN BROOKINGS

BURNS COOS BAY CORVALLIS

EUGENE GOLDENDALE GRANTS PASS

HERMISTON HOOD RIVER KLAMATH FALLS

LAGRANDE LAKEVIEW LONGVIEW

MADRAS MEDFORD MCMINNVILLE

OREGON CITY NEWPORT ONTARIO

PENDLETON PORTLAND PORT ORFORD

REEDSPORT ROSEBURG SALEM

THE DALLES TILLAMOOK VANCOUVER

TRUCK DRIVER CLASSIFICATIONS

GROUP 1: A-frame or hydra-lift truck w/load bearing surface;

Articulated dump truck; Battery rebuilders; Bus or manhaul driver; Concrete buggies (power operated); Concrete pump truck; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: up to and including 10 cu. yds.; Lift jitneys, fork lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or leverman on concrete dry batch plant (manually operated); Lubrication man, fuel truck driver, tireman, wash rack, steam cleaner or combination; Pilot car; Pickup truck; Slurry truck driver or leverman; Solo flat bed and misc. body truck, 0-10 tons; Team drivers;

Tireman; Transit mix and wet or dry mix trucks: 5 cu yds.

and under; Water wagons (rated capacity) up to 3,000 gallons

GROUP 2: Boom truck/hydra-lift or retracting crane;

Challenger; Dumpsters or similar equipment-all sizes; Dump trucks/articulated dumps 6 cu to 10 cu.; Flaherty spreader driver or leverman; Low bed equipment, flat bed semi-truck and trailer or doubles transporting equipment or wet or dry materials; Lumber carrier, driver-straddle carrier (used in loading, unloading and transporting of materials on job site); Oil distributor driver or leverman; Transit mix and wet or dry mix trucks: over 5 cy yds and including 7 cu.

yds; Vacuum trucks; Water Wagons (rated capacity) over 3,000 to 5,000 gallons

GROUP 3: Ammonia nitrate distributor driver; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds., includes articulated dump trucks;

Self-Propelled street sweeper; Transit mix and wet or dry mix trucks, over 7 cu. yds. and including 11 cu. yds.;

truck mechanic-Welder-Body repairman; Utility and clean-up truck; Water wagons (rated capacity) 5,000 to 10,000 gallons.

GROUP 4: Asphalt Bruner; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds.

includes articulated dump trucks; Fire guard; Transit Mix

D - 15 and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons

GROUP 5: Composite Crewman; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds., includes articulated dump trucks

GROUP 6: Bulk cement spreader w/o auger; Dry Pre-Batch concrete mix trucks; Dump trucks, side, end and bottom dumps, including semi-trucks and trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds. and includes articulated dump trucks; Skid truck

GROUP 7: Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 80

cu. yds. and including 100 cu. yds. includes articulated dump trucks; Industrial lift truck (mechanical tailgate)

FOOTNOTE C:

HANDLING OF HAZARDOUS WAST MATERIALS -(LABORERS, POWER

EQUIPMENT OPERATORS, AND TRUCK DRIVERS): Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan:

H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing.

H-2 Class "C" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15.

H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15.

H-4 Class "A" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15.

SUOR1991-003 04/01/1991

Rates Fringes

Timber Sales Roads:

LABORERS....................$ 8.35 4.30

OPERATING ENGINEERS.........$ 10.37 4.15

POWER SAW, DRILLER,

POWDERMAN...................$ 9.12 4.30

TEAMSTERS...................$ 9.74 3.74

D - 16

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the

D - 17 most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

D - 18

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

Revised by Amendment A005

E-44 DIVISION 150

Special Contract Requirements Project: OR DOT CRGNSA 100(1), Historic Columbia River Highway State Trail OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct OR HOODRIVER 18(1), Wyeth Trailhead

Section 156. — PUBLIC TRAFFIC

Material

156.02 Add the following:

Temporary roadway protection 651.02

Construction Requirements

156.04 Accommodating Traffic During Work. Delete the text of this Subsection and substitute the following:

Accommodate traffic according to the MUTCD, contract traffic control plan, Section 635, and this Section. An alternate traffic control plan may be submitted for approval according to Subsection 104.03. Submit alternate traffic control plans at least 30 days before intended use.

Perform work in a manner that ensures the safety and convenience of the public and protects the residents and property adjacent to the project. Accommodate public traffic on roads adjacent to and within the project until the project is accepted according to Subsection 106.07(b).

Notify ODOT Motor Carrier Division prior to lane closures. Contact Tony Coleman 503-731- 8480.

I-84 lane closures other than the long term closures noted below are considered short term and temporary traffic control devices must be removed and the lane open to public traffic during non-working hours and in accordance with the provisions in Subsection 156.07 below.

Long term lane closures on I-84 are only permitted as shown on the plans for Lane Closure 2 (Shellrock) and Lane Closure 5 (Lindsey Bench Cut). All other lane closures are considered short term. Notify the CO at least 14 calendar days in advance of these long term lane closures.

(a) Lane Closure 2 (Shellrock) – Lane Closure 2 is allowed only between January 2, 2018 and March 30, 2018. The closure must be removed, permanent traffic control devices in place and all lanes open to public traffic by no later than 6:00 p.m. on March 30th.

(b) Lane Closure 5 (Lindsey Bench Cut) (Option X) – Lane Closure 5 is allowed only between September 15, 2017 and December 19, 2017 or September 14, 2018 and December 18, 2018. The closure must be removed, permanent traffic control devices in place and all lanes open to public traffic by no later than 6:00 p.m. on December 19th.

Perform a Rolling slowdown of public traffic during blasting work at the Lindsey Bench Cut (Option X). Rolling slowdown of public traffic will only be allowed between 10:00 a.m. and 2:00 p.m., Monday through Thursday. Rolling slowdowns are not allowed the day before or

Revised by Amendment A005

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HISTORIC COLUMBIA RIVER HIGHWAY TRAIL

OREGON

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

NO. DATE BY REVISIONS

BRIDGE DRAWING

of

DATE

DRAWING NO.

o r

L S .d g n

I n t_ ft

D

STATE PROJECT

NUMBER

SHEET

File#

N

Box 6A

Box 6B

Box 6C

STRUCTURAL

DOT CRGNSA 100(3)

OR

G CONNER

D MONK

465275 or-10001LS26.dgn

B MAUELSHAGENG CONNER

DECK PLAN 6

AUG 201625 42

LS.25

SUMMIT CREEK VIADUCT

RG3039-Y1/8"=1'-0"

97731

Bridge Dwg. No.

22567

Structure No.

Calc. Book

OREGON DOT

83'-0"

499'-8"

"8

1'-5

27 Spa. @ 11" = 24'-9"

"4 31'-5

"4 31'-5

26 Spa. @ 11" = 23'-10" "4

31'-5 "4

31'-5

27 Spa. @ 11" = 24'-9"

"8 51'-4

27 Spa. @ 11" = 24'-9"

"8 51'-5

28 Spa. @ 11" = 25'-8"

"8 51'-5"8

51'-5 "8

51'-5

27 Spa. @ 11" = 24'-9"

"4

1'-5

Pedestrian Rail = 501'-0‚"

Pedestrian Rail = 494'-11†"

Scale: „" = 1'-0"

DECK PLAN - SPAN 6

P a t h

O u t

O u

B r id g e

C u r b

C u r b

Span 6

LC Pier 5

LC Abutment 2

"2 11'-4

(measured along Rail)LC

(measured along Rail)LC

LC Rail

LC Rail

54 Type 2D 20 54 Type 2D 55

Elev. 143.09

Elev. 143.23

54 Type 2C 54 Type 2C

Elev. 139.28

Elev. 139.14

Elev. 139.21

LC

Elev. 143.16

Elev. 143.18 see sheet LS.20.

For Detail Reference Numbers, Note:

57 57

Bridge

End Bridge

10"

Type 1

Type 1

LARUTCURT

S

R

EENIG

N

E

L A

N

OI

S

SEFORP DERE

T

SI

G

E R

OREGON

17955PE

91 ,52

Y L

U J R

E N

N

O

C NILKNAR

F

Y R

A G

EXPIRES: 12-31-2017

Revised by Amendment A0052

2 2

57 58

58 58 gconner Text Box 2-13-2017 o r

L S .d g n

I n t_ ft

EAST APPROACH PLAN

465275 or-10001LS27.dgn

B MAUELSHAGENG CONNER AUG 201626 42

LS.26

SUMMIT CREEK VIADUCT

RG3039-Z

97732

Bridge Dwg. No.

22567

Structure No.

Calc. Book

1/4"=1'-0"

43'-3"

1'-4"

"2 11'-5

"2 11'-5

"4 328'-3

Gabion wall = 41'-11"

27 Spa. @ 11" = 24'-9"

20 Spa. @ 11" = 18'-4" = 6'-5"

PLAN

Elev. 143.09

Elev. 143.18

Elev. 143.23

Elev. 143.16

Elev. 143.66 Elev. 144.49

Elev. 143.35

Scale: „" = 1'-0"

LC

LC(measured along Rail)

1'-7…"

(measured along edge of deck)

(measured along edge of deck)

(measured along edge of deck)

LC

16'-4"

14'-10"

RailLC

1'-0" 1'-0"

1'

1'

Elev. 143.38

Elev. 143.53

Bridge wall

3'x3' Gabion p a

Scale: •" = 1'-0"

TYPICAL SECTION AT EAST APPROACH

7'-8"9'-4"

C lr

Grooved finish

C lr

21 1

LC Bridge

17'-0" see Sht. LS.20.

For Detail Reference Numbers, Note:

1'

1' a

#4 @1'-0"

#4 @1'-0"

A A

Scale: •" = 1'-0"

SECTION A-A

expansion joint filler

•" Preformed

Reinf. not shown Provide bond breaker over dowel dowel @ 2'-0" max.

1" Dia. x 2'-0" smooth way top

#5@6" Each way bottom

#5@1'-0" Each see sheet LS.33 & LS.37

For curb & rail, 3'x3' Gabion wall excavation rock to avoid as necessary Narrow gabion

Abutment 2

Pedestrian Rail = 56'-11•"

1.0%

14 Spa. @ 11" = 12'-10"

Revised by Amendment A0052

R

EENIG

N

E

L A

N

OI

S

SEFORP DERE

T

SI

G

E R

OREGON

17955PE

91 ,52

Y L

U J R

E N

N

O

A G

EXPIRES: 12-31-2017

58 7 Spa @ 11" gconner o r

L S .d g n

I n t_ ft

ORNAMENTAL PEDESTRIAN

M LOPEZG CONNER

RAIL DETAILS 1

AUG 201633 42

LS.33

SUMMIT CREEK VIADUCT

RG3039-GG3/8"=1'-0"

97739

Bridge Dwg. No.

22567

Structure No.

Calc. Book

Scale: …" = 1'-0"

LC Intermediate pilaster LC Intermediate pilaster

LC Pier

LC Abutment or

Varies, see Deck Plans

LC Pier

LC Abutment or a a a a a

TYPICAL RAIL ELEVATION

rail cap

Between pilasters and

Scale: ƒ" = 1'-0"

PEDESTRIAN RAIL TYPICAL SECTION

1'-2"

7"7"

1'-0" and longitudinally plumb transversely

Install balusters

1"

P r e c a s a lu s t e r see sht. LS.37 rail cap details, For baluster &

1"

2'-4"

1"

Deck reinforcing, see sht. LS.19 adjust baluster elevation

Shim as required to see Sht. LS.37

Precast baluster, typ., Curb, typ.

CIP rail cap, typ.

Deck, typ.

Abutment 2 only)

1•" Exp. jt. (Pier 3, Baluster spa., see Deck Plans

Baluster spa., see Deck Plans

Baluster spa., see Deck Plans

Abutment 2 only)

1•" Exp. jt. (Pier 3, (Abutment 1 only)

1•" Exp. jt.

gap

" Nominal4 1 gap

" Nominal4 gap

" Nominal4 1 gap

" Nominal4

#6 @ Piers 1, 2, 4, 5 lower curb

3-#4 In upper curb

2-#4 In

Clr.

2" balusters

#3 Between upper curb

" Clr., typ.2 11 8"

Scale: ƒ" = 1'-0"

1'-2"

7"7"

1'-0" and longitudinally plumb transversely

Install balusters

1"

1" see sht. LS.37 rail cap details, For baluster &

2" adjust baluster elevation

Shim as required to curb

2-#4 In

EAST APPROACH OVERLOOK RAIL SECTION

R

EENIG

N

E

L A

N

OI

S

SEFORP DERE

T

SI

G

E R

OREGON

17955PE

91 ,52

Y L

U J R

E N

N

O

A G

EXPIRES: 12-31-2017

1•" Clr., typ.

1"

1"

#4 @ 11"

Approach slab reinforcing

#4 @ 11"9"

P r e c a s lu s t e r gconner o r

L S .d g n

I n t_ ft

D MONK 1"=1'-0"

ORNAMENTAL PEDESTRIAN

RAIL DETAILS 5

AUG 201637 42

LS.37

SUMMIT CREEK VIADUCT

RG3039-KK

97743

Bridge Dwg. No.

22567

Structure No.

Calc. Book

G CONNERM LOPEZ

ELEVATION

Scale: 1" = 1'-0"

Dia.

5"

11"

4"

Level

R = 2†", Typ.

Sloped

Dia.

5"

#5

Dia.

7"

R = 1"

(T y p e

(T y p e

1)

(T y p e

(T y p e

1)

(T y p e

(T y p e

1) ƒ

(T y p e

(T y p e

1)

TYPE 1 & 2 BALUSTER DETAIL

SECTION AT CENTERLINE

#3 x 8"

LC

T y p

T y p

7"

Scale: 1" = 1'-0"

ELEVATION SECTION

TYPE 3 BALUSTER DETAIL

Dia.

7"

Dia.

5"

R = 1"

"2 11 "2

11"4

"4

11"

T y p

1"

T y p

T y p

R = 2†", Typ.

Sloped

#3 x 8"

#3x9" @ 1'-0" 1'-0"

Scale: 1" = 1'-0"

RAIL CAP DETAIL

STATION OFFSET

15.75 Lt.

15.75 Lt.

"HCRH" 114+66.30

"HCRH" 114+51.75

Scale: 1" = 1'-0"

See Rail Cap Detail

#4 Typ.

"2 11 "2

11"4

"4

1'

10"

8"

T y p

1" for clarity.

reinf. not shown

Curb & deck

Note:

#3 @1'-0" Max.

Typ.

#4, 8"

SECTION A-A

ELEVATION

Deck

Curb

A A

#3 @1'-0" Max.

Typ.

#4, TYPE 4 CAST-IN-PLACE BALUSTER

#5

4"

TYPE 4 CAST-IN-PLACE BALUSTER DETAIL

V r ie s been submitted and approved.

units of multiple balusters after proposed details have

Individual balusters shown. Baluster may be cast as

Note:

Revised by Amendment A0052

V a r ie s

C L

R

EENIG

N

E

L A

N

OI

S

SEFORP DERE

T

SI

G

E R

OREGON

17955PE

91 ,52

Y L

U J R

E N

N

O

A G

EXPIRES: 12-31-2017

gconner o r

L T .d g n

I n t_ ft

1"=10'-0"

DOT CRGNSA 100(1)

LINDSEY CUT BRIDGE

1 16 AUG 2016

LT.01

or-10001LT01.dgn

G CONNER M KHOSHNEVISSAN RG3069-A

PLAN & ELEVATION

(OPTION X)

BPATP-1

TP

°0 '0

°0 '0

Length of bridge = 49'-3"

19'- 5"

21'- 4" 21'-3"

Wingwall

H

C R

H

P C

C

H

C R

H

.2

2 160

PLAN

Scale: 1" = 10'-0"

Scale: 1" = 10'-0"

ELEVATION

137+00

160E le v a t io n in e e t

Elev. 167.23

"HCRH" 136+44.75

Begin Bridge

Elev. 168.80

"HCRH" 136+94.00

End Bridge

1"

1"

B r id g e d e c k t o u t

(Measured along "HCRH" Line)

LC Abutment 1 tan-tan

136+75136+50136+25 ta n -t an

No Scale

Structure

Proposed

V.C. 100'

@ 9' Lt.

Existing ground

@ 9' Rt.

ground

Existing

@ 9' Rt.

Finish grade Ornamental pedestrian rail

@ "HCRH" Trail centerline

Existing ground

Pin

Curve C80

D

R=140.00'

L=136.49'

T=74.22' c=55°51'40"(Rt.)

Curve C80

Abutments are radial.

Note:

2*

*Measured normal to Roadway.

V.C. 150'

Abutment 1

Abutment 2

Elev. 169.20

"HCRH" 137+13.59

End East Approach

Pin

Elev. 163.00

Bottom of ftg.

LC Abutment 2

Elev. 166.65

"HCRH" 136+24.41

Begin West Approach

BRIDGE DRAWING INDEX

Drawing No. Description

Plan and Elevation

General Notes

Foundation Plan

Deck Plan & Typical Section

Slab Schedule & Details

PVC

LIST OF ABBREVIATIONS

Point of Vertical Curve

PVT Point of Vertical Tangent

PVRC Point of Vertical Reverse Curve

VC Vertical Curve

Abutment 2 Details

Abutment 1 Pilaster Details

Abutment 2 Pilaster Details

Wingwall Pilaster Details

Slab Details

Ornamental Pedestrian Rail Details 1

Ornamental Pedestrian Rail Details 2

Approach Slab Details

Drain Details

LC

Wing wall

Wing wall

Cu rve C

& Bridge centerline

"HCRH" Trail

W in g w a ll excavated rock face

Cast wingwall against

Abutment 1 Details

Micropile Details

GRADELINE DIAGRAM

Elev. 155.00

Bottom of pile cap

Micropile

Rock dowel

NAVD88

Datum:

RG3069-A

RG3069-B

RG3069-C

RG3069-D

RG3069-E

RG3069-F

RG3069-G

RG3069-H

RG3069-I

RG3069-J

RG3069-K

RG3069-L

RG3069-M

RG3069-N

RG3069-O

RG3069-P

-4.994%

P .V .T

.0

E le v

.0

P .V .C

1.

E le v

.4

.I

.0

E le v

.8

Structure

Proposed

-3.828%

E le v

.4

.I

.0

E le v

.1

.T

1.

3.294%

Elev. 167.34 P.V.C. 135+40.00

R

EENIG

N

E

L A

N

OI

S

SEFORP DERE

T

SI

G

E R

OREGON

17955PE

91 ,52

Y L

U J R

E N

N

O

A G

EXPIRES: 12-31-2017

gconner

D MONK AS SHOWN

or-10001LT09.dgn

G CONNERM KHOSHNEVISSAN AUG 201612 16

LT.12

LINDSEY CUT BRIDGE

RG3069-L

DECK PLAN & TYPICAL SECTION

o r

L T .d g n

I n t_ ft

"2 11'-10

"4 11'-1

"4 11'-1

"4

1'-1

"4

1'-1

"4

71'-11

"2

1'-10

"2

1'-10

1'-5

"83

1'-11

"8

1'-11

"8 31'-11"8

11'-2

"8 11'-2

"8

1'-2 "8

1'-2 "8

31'-11

"2 11'-5

21'-3" 1'-0"

1'-0"

19 S pa.

@ 1 1" =

17' -5"

16 Spa.

@ 11" =

14'-8" 16 Spa. @ 11" = 14'-8"

20'- 9"

"4

17'-7

"2 115'-11

"4 317'-7

21 Spa. @ 11" = 19'-3"

13 Spa. @ 11"=11'-11"

14 Spa. @ 11"=12'-10"

13 Spa.

@ 11"=1

1'-11"

" (Rt.)2 1= 84'-4

1'-0

"8 31'-0

1'-0

"87

18'-

"2

15'-0 "4

115'-2

"2 115'-0

"8 718'-0

15 Spa. @ 11" = 13'-9"

16 Spa. @ 11"=14'-8" Sp

a. @ 11"

= 15 '-7""

1'-5

TYPICAL SECTION

DECK PLAN

N

LC

Scale: „" = 1'-0"

Scale: …" = 1'-0"

Slab 1

Slab 2

Slab 3

1.0% match 1% deck slope

Slabs sloped to

Bridge longitudinal #4@8" Top & bottom concrete deck

8" Min. Cast-in-Place bottom transverse

#4@6•" Top &

Grooved finish

B r id g e d e c k t

1' a

(Measured along Rail)LC

Limits of Ornamental Pedestrian = 112'-4ƒ" (Lt.)

Limits of Ornamental Pedestrian

Elev. 168.73

Elev. 168.87

Elev. 167.16

Elev. 167.29

Elev. 166.58

Elev. 166.71 Elev. 169.28

Elev. 169.12

#4@8" see sheet LT.14 reinforcing, For curb sheet LT.14 concrete rails, see baluster w/Cast-in-Place

Precast…