A001_Fall_Creek.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)

A001 03/31/2017 N/A OR PFH 46(13), Fall Creek 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

DTFH70-16-B-00021

9B. DATED (SEE ITEM 11)

03/13/2017

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 PFH 46(13), Fall Creek 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. A001, dated 03/31/17 Project No.: OR PFH 46(13) Solicitation No. DTFH70-16-B-00021 Project Name: Fall Creek Bridge Replacement

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page F-20, Subsection 650.01 Description. Adds design of Temporary Traffic Diversion

Page F-21, Subsection 650.04 Submittals. Revises subsection title, revises temporary bridge and temporary culvert submittal requirements.

Page F-21a, Subsection 650.06 Temporary Culverts. Reformats page.

Page F-21b, Intentionally blank. Adds page.

PLANS

Plan sheet #A.2 Revises index to sheets.

Plan sheet #E.6 Adds temporary diversion berm detail

ENCLOSURES

Pages:

F-20 through F-21 F-21a through F-21b

Plan Sheets:

A.2 E.6

F-20 DIVISION 600

Special Contract Requirements Project: OR PFH 46(13), Fall Creek Bridge Replacement

Section 650. — TEMPORARY TRAFFIC DIVERSIONS

(ADDED SECTION)

08/01/14–FP14

Description

650.01 This work consists of obtaining permits and easements; designing, and constructing, maintaining and removing a temporary traffic diversion around the Fall Creek Bridge Replacement site within the limits of the Temporary Construction Easement shown in the Plans.

The diversion shall consist of a temporary roadway, and either a temporary bridge or temporary culverts across Fall Creek.

This work includes clearing; removing, conserving and replacing topsoil; excavation;

embankment construction; grading; and temporary surfacing. It also includes removing all items and reshaping slopes when the diversion is no longer required, seeding and mulching of disturbed areas, and any incidental work necessary to design, construct, maintain and remove the temporary roadway and bridge as described in the Special Use Permit to be obtained from the

USFS.

Materials

650.02 Provide material for the temporary bridge of satisfactory quality and condition as to meet the load requirements given in Subsection 650.05 for the duration of the project.

Conform to the following Sections and Subsections:

Asphalt Concrete Pavement 403 Crushed Aggregate 703.06 Unclassified borrow 704.06 Temporary Culvert Pipe 713.15 Temporary Pavement Markings 718.16 Water 725.01

Construction Requirements

650.03 Permits and Easements.

Obtain a Special Use Permit, including a Temporary Construction Easement, from the USFS for constructing a temporary traffic diversion around the project site. Contact the following individual at USFS regarding the Special Use Permit:

Rick Wesseler Email: rwesseler@fs.fed.us Phone: (541) 383-4722

Revised by Amendment A001

F-21 DIVISION 600

Project: OR PFH 46(13), Fall Creek Bridge Replacement

Obtain a State of Oregon Scientific Take Permit for salvaging fish and other aquatic organisms from the work area prior to dewatering.

650.04 SubmittalsTemporary Traffic Diversion Design. Design a temporary traffic diversion conforming to this Section and the Special Use Permit issued by the USFS within the limits of the Temporary Construction Easement shown in the Plans. Submit drawings of temporary culverts, roadway cross sections, horizontal alignment and vertical alignment to the CO for approval, in accordance with Subsection 104.03. Include a copy of the Special Use Permit issued by the USFS.

If the traffic diversion includes a temporary bridge, Ssubmit a complete design, drawings, load rating, initial bridge inspection report, and erection plans of the temporary bridge and abutments to the CO for approval, in accordance with Subsection 104.03. Submit the initial bridge inspection report before allowing any traffic over the diversion. Submit a copy of the Special Use Permit issued by the USFS to the CO, prior to beginning work on the temporary traffic diversion.

If the traffic diversion includes a temporary culvert, survey the culvert according to Subsection 152.05(g). Submit a plotted field-design cross-section for approval according to Subsection 104.03.

At the preconstruction conference, submit a cost breakdown of the individual items included in the lump sum item for use in making progress estimate payments.

650.05 Temporary Bridge. Provide temporary bridge with a minimum roadway width of 14 feet, a minimum span length of 60 feet, and a minimum low chord elevation for all superstructure elements of 5430.8. Design the temporary bridge for a minimum load of HL-93 according to AASHTO LRFD Bridge Design Specifications. Provide bridge rail meeting AASHTO bridge rail criteria.

For the diversion structures which qualify as Bridges in accordance with the definition for bridge under 23 CFR Subpart C – Nation Bridge Inspection Standards (NBIS), perform an initial safety inspection for the diversion in accordance with the NBIS prior to opening the crossing to public.

Perform all other safety inspection in accordance with the NBIS and maintenance for the in-service diversion throughout its service life.

Perform a load rating of the bridge superstructure by or under the supervision of a licensed professional engineer according to AASHTO Manual for Bridge Evaluation.

Construct the temporary bridge over Fall Creek to the line and grade shown in the submittal, according to Subsection 650.04.

Perform all in-stream work required to construct the temporary bridge and abutments during the allowed in-stream work period given in Subsection 107.10.

F-21a

Project: OR PFH 46(13), Fall Creek Bridge Replacement

650.06 Temporary Culverts. Design and install temporary culverts to meet Oregon Department of Fish & Wildlife fish passage requirements posted at http://www.dfw.state.or.us/fish/passage/.

Install temporary pipe culvert(s) under the temporary traffic diversion to carry a minimum design flow of 260 cubic feet per second, for the duration of the project. Should the temporary traffic diversion need to remain in place through winter, provide temporary pipe culverts to carry a minimum design flow of 313 cubic feet per second.

Construct temporary roadway over temporary culvert according to Subsection 650.07.

F-21b

Project: OR PFH 46(13), Fall Creek Bridge Replacement

(This page intentionally blank)

INDEX TO SHEETSINDEX TO SHEETS

F. STRUCTURES

E. EROSION CONTROL

D. PLAN AND PROFILE

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

F.1-17

E.4-5

E.2-3

E.1

D.6

D.5

D.2-4

D.1

C.3

C.2

C.1

B.1-3

A.4

A.3

A.2

A.1

BRIDGE PLANS

STANDARD DRAWINGS AND DETAILS

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

SURVEY CONTROL

TURNOUT LAYOUT

PLAN-PROFILE

TABULATION OF PLAN QUANTITIES

SUBEXCAVATION DETAILS

TYPICAL SECTION

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

J. PERMANENT TRAFFIC CONTROL

I. TEMPORARY TRAFFIC CONTROL

H. SAFETY FEATURES

G. DRAINAGE

J.6

J.5

J.4

J.2-3

J.1

I.5

I.3-4

I.2

I.1

H.3

H.1-2

G.3-4

G.2

G.1

SNOWPOLE HOLDER AND CAP DETAIL

POST DETAILS

PERMANENT SIGN INSTALLATION WOOD

STANDARD DETAILS

PERMANENT TRAFFIC CONTROL PLAN

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

BRIDGE WORK ZONE CONTROL DETAIL

STANDARD DRAWINGS

ADVANCE SIGNING PLAN

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

STRUCTURE TRANSITION RAIL DETAILS

GUARDRAIL STANDARD DRAWINGS

FALL CREEK BRIDGE RIPRAP LAYOUT PLAN

PAVED WATERWAY DETAILS

TABULATION OF DRAINAGE QUANTITIES

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d o f0 a b .d g n

OR PFH 46(13)

P

M

M a r c h

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

1 Revised by Amendment A001

NO SCALE

Existing ground

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation membrane

Waterproof

Water surface elevation membrane

Waterproof

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level at time of construction

Diverted water level

Existing ground at time of construction

Diverted water level

Limit of work zone

Limit of work zone

Limit of work zone elevation (min.)

Top of berm elevation (min.)

Top of berm at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane

1 This sheet added by Amendment A001

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

m in

4'-6"

W157-17

METHODS

TEMPORARY DIVERSION BERM

m in m in

6" (min.) freeboard. Submit temporary stream diversion m in

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PFH 46(13) OR

U S

C c m y fi le s p w p r o d u c ti o n d o f0 d d .d g n

P

M

M a r c h

NOTE:

1 4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as

While in use, inspect and maintain the temporary diversion given time.

Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows.

of bottom rows as there are vertical course. Overlap the

Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation.

minimum height equal to the water surface elevation with

As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.).

methods may be chosen (including any approved during construction operations. Alternate stream diversion

These options suggest configurations for diverting a stream