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 03/11/2021 N/A See Box 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 69056720B000021

9B. DATED (SEE ITEM 11)

02/10/2021

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.)

OR FS ERFO 2017(1)-18(6), Rogue River Repairs 2017

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 A001 is issued to revise the following:

1. Sheet A.1

2. Deletes Sheets E.2 through E.3

3. Adds Sheets E.2a through E.3a

BRENT L COE Digitally signed by BRENT L COE Date: 2020.09.14 08:13:05 -07'00' a a

Revised by Amendment A0011

NO SCALE

FOOTNOTE:

whichever is greatest.

Reinforcement length is equal to the wall height or 8-foot,[1]

NOTE:

1.

See Sheet D.6 for placed riprap at beginning and end of wall.

Measure wall for payment according to Subsection 255.07.

construction areas.

There is no topsoil that can be conserved within wall

Two interior cells

Select granular backfill

Structure excavation limits full depth (vegetated face)

Topsoil, exterior cell

Limits of stabilized volume included in pay area

2% line at top of wall

Final ground

Select granular backfill

1:3 (max.)

Shoulder on exposed topsoil

Turf establishment

3 cells wide, 6" deep

Cellular confinement system facing, Embankment

Embankment p a y l im it s

[1]

2.

3.

CL

slope according to Section 209

Structure excavation vertical spacing (Extend to face of wall) geogrid type III on 12" (max.)

Reinforcement geotextile or

(see Sheet G.2) drainge system

Wall included in pay area

Limits of stabilized volume excavation limits

Strucure

Existing ground

Finish ground

4+40 to 5+70

MSE WALL

Pavement Details

See Sheet C.2 for

Revised by Amendment A001

SHEET E.2 REMOVED FROM PLANS

m in

Reinforcement length

L = H, 8'-0" (min.)

W a ll h e ig h t, H

(min.)

3'-0"

4'

:1

P

M

M a r c h

M

S E

W a ll c p w w o r k

\d

\o r e f w h .d g n

EARTH WALL (GRS)

MECHANICALLY STABILIZED

STATE PROJECT

NUMBER

SHEET

OR FS ERFO 2017(1)-18(6) E.2

RODENT GUARD DETAIL

DETAIL A

FOOTNOTE:

diameter and use stainless steel clamps.

Use galvanized steel, welded wire cloth, mesh count 4, 0.0625 wire [1]

NOTE:

(PLAN VIEWS)

GEOGRID BUTT DETAIL

Adjacent geogrids

TANGENT WALL FACE

backside without overlap

Butt adjacent geogrids at

Wall face

CURVE LEFT WALL FACE

Adjacent geogrids

Backside overlap acceptable

Wall face

Reinforcement length L

CURVE RIGHT WALL FACE

Adjacent geogrids

Backside separation acceptable

Reinforcement length L

Wall face wall face without overlap

Butt adjacent geogrids at wall face without overlap

Butt adjacent geogrids at wall face without overlap

Butt adjacent geogrids at direction)

(roll direction)

(roll requirements of Subsection 708.04.

Furnish collector pipe, outlet pipe, and fittings meeting the outlet at low points of wall and at 50' (max.) spacing on-center.

Connect collector pipes to outlet pipes using a t-connector and1.

See Detail A

MSE wall face

WALL DRAINAGE SYSTEM

2% (min.)

(skew in the direction of flow as appropriate) Drain to daylight Non-perforated diameter outlet pipe

(See Subsection 714.01(a))

Granular filter wrap

(See Subsection 703.03 (a))

Granular backfill pipe (see Note 1)

6" diameter perforated

[1]

Wire meshOutlet pipe

Hose clamp

SHEET E.3 REMOVED FROM PLANS

1 Revised by Amendment A001

2"

Reinforcement length (L)

Machine Machine

30"

18"

:1

M a r c h

M

S E

W a ll

D e ta il s p w w o r k

\d

\o r e f w i.

d g n

DETAILS

EARTH WALL (GRS)

MECHANICALLY STABILIZED

STATE PROJECT

NUMBER

OR FS ERFO 2017(1)-18(6) E.3

NO SCALE

FOOTNOTE:

whichever is greatest.

Reinforcement length is equal to the wall height or 8-foot,[1]

NOTE:

1.

See Sheet D.6 for placed riprap at beginning and end of wall.

Measure wall for payment according to Subsection 255.07.

construction areas.

There is no topsoil that can be conserved within wall

Two interior cells

Select granular backfill

Structure excavation limits full depth (vegetated face)

Topsoil, exterior cell

Limits of stabilized volume included in pay area line at top of wall

Final ground

Select granular backfill

1:3 (max.)

Shoulder on exposed topsoil

Turf establishment

3 cells wide, 6" deep

Cellular confinement system facing, Embankment

Embankment p a y l im it s

[1]

2.

3.

CL

slope according to Section 209

Structure excavation vertical spacing (Extend to face of wall) geogrid type III on 12" (max.)

Reinforcement geotextile or included in pay area

Limits of stabilized volume excavation limits

Strucure

Existing ground

Finish ground

4+40 to 5+70

MSE WALL

Pavement Details

See Sheet C.2 for

Revised by Amendment A0011 m in

Reinforcement length

L = H, 8'-0" (min.)

W a ll h e ig h t, H

(min.)

3'-0"

4'

:3

M a r c h

M

S E

W a ll p w w o r k \d

\o r e f w h a .d g n

EARTH WALL (GRS)

MECHANICALLY STABILIZED

STATE PROJECT

NUMBER

OR FS ERFO 2017(1)-18(6) E.2a

RODENT GUARD DETAIL

DETAIL A

FOOTNOTE:

diameter and use stainless steel clamps.

Use galvanized steel, welded wire cloth, mesh count 4, 0.0625 wire [1]

NOTE:

(PLAN VIEWS)

GEOGRID BUTT DETAIL

Adjacent geogrids

TANGENT WALL FACE

backside without overlap

Butt adjacent geogrids at

Wall face

CURVE LEFT WALL FACE

Adjacent geogrids

Backside overlap acceptable

Wall face

Reinforcement length L

CURVE RIGHT WALL FACE

Adjacent geogrids

Backside separation acceptable

Reinforcement length L

Wall face wall face without overlap

Butt adjacent geogrids at wall face without overlap

Butt adjacent geogrids at wall face without overlap

Butt adjacent geogrids at direction)

(roll direction)

(roll requirements of Subsection 708.04.

Furnish collector pipe, outlet pipe, and fittings meeting the outlet at low points of wall and at 50' (max.) spacing on-center.

Connect collector pipes to outlet pipes using a t-connector and1.

See Detail A

MSE wall face

WALL DRAINAGE SYSTEM

2% (min.)

(skew in the direction of flow as appropriate) Drain to daylight Non-perforated diameter outlet pipe

(See Subsection 714.01(a))

Granular filter wrap

(See Subsection 703.03 (a))

Granular backfill pipe (see Note 1)

6" diameter perforated

[1]

Wire meshOutlet pipe

Hose clamp

1 Revised by Amendment A001

2"

Reinforcement length (L)

Machine Machine

30"

18"

:5

M a r c h

M

S E

W a ll

D e ta il s p w w o r k

\d

\o r e f w ia

.d g n

DETAILS

EARTH WALL (GRS)

MECHANICALLY STABILIZED

STATE PROJECT

NUMBER

OR FS ERFO 2017(1)-18(6) E.3a