Amendment_A001.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 10/11/2018 N/A WA RIDGE MAIN (1), MAIN AVENUE

ACCESS IMPROVEMENTS

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 69056718B000010

9B. DATED (SEE ITEM 11)

09/18/2018

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 RIDGE MAIN (1), MAIN AVENUE ACCESS IMPROVEMENTS

Amendment A001 is issued to revise the following:

Plan Sheet H.8. Revises sanitary sewer force main cleanout detail.

ENCLOSURES: Sheet H.8

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

FOOTNOTE:

DETAILS

SANITARY SEWER

GATE VALVE

FORCE MAIN CLEANOUT

NOTE:

H.8

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 a s h .d g n

WA RIDGE MAIN (1)

P

M

O c to b e r

K H a r r is o n

J

D a v is

C h e c k e d b y

D e s ig n e d b y

NO SCALE

Place backfill per Section 209[2] must conform to the requirements of AASHTO M105 Grade 30B.

Standard adjustable cleanout cast iron frame and cover[1]

C

C

C

B B

A

F

E

D D diameter and material

Match existing main

6" sch. 40 PVC pipe

"Sewer" per CRWWD requirements

Cast iron valve box with cover marked

#4 rebar (typ.)

#4 rebar (typ.)

rebar (typ.)

casting and concrete #4

50# felt between pipe reducer to saddle gate valve

8"X 6" P.E. X bell PVC rising stem per CRWWD requirements seated bronze wedge/ operator and non

Gate valve (AWWA C515) with resilient

Route toning wire around riser

24" c o m p a c te d a t 9 m in . a ll a r o u n d

Bedding material concrete pad is required

In non-paved area concrete pad is required

In non-paved area

Bedding material

12" max.

to fit over pipe

Cut slot on bell reducer to saddle gate valve

8"X 6" P.E. X bell PVC

ASTM D-3034

6" PVC pipe

Toning wire

See cleanout detail

24" #4 rebar (typ.)

24" m in

Finish grade

2" square opening nut

Threaded plug 12" with per CRWWD requirements.

F. Valve box shall be cast iron with cover marked "Sewer" to read "Sewer" per CRWWD requirements

E. Cleanout frame shall be 11-1/2" X 7-5/8" with cover

D. Install 50# felt between concrete and pipe

Backfill to conform to Gravel for Trench Backfill

C. Bedding to conform with Gravel for Pipe Bedding

B. Minor concrete joint (each side) stem with 2" square bronze operator with restrained

A. MJ gate valve (AWWA C515) with non rising

(typ.)

45 ° bends

Modified by Amendment A001