Amd_0001_W9127N-16-B-0007.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

As an amendment to the solicitation the follow ing changes are made:

1. Draw ing DSC-DSL-000 DWG 2 OF 2 is revised to include Cross Section B-B. The attached revised version is incorporated in full and replaces the previous version in its entirety.

2. Specification Section 01 10 10.00 82 Paragraph 1.2.1 Schedule of Work is revised to read as follow s:

For purposes of this Contract, all w ork must be restricted to the environmentally cleared w ork w indow , along w ith further w ork restrictions as described in the Contracting Section 00800 paragraph 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

3. The bid opening date is unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Jul-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-16-B-0007

X 9B. DATED (SEE ITEM 11)

22-Jun-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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)

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.

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)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Jul-2016

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The Issued By organization below has been added:

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

The 'issued by' organization has changed from

US ARMY CORPS OF ENGINEERS - CECT-NWP

333 SW FIRST AVE

PORTLAND OR 97204-3495

to

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

SUBCLIN 0002AA

The cost constraint EST has been added.

SUBCLIN 0002AB

CLIN 0003

(End of Summary of Changes)

Piling

Piling

Piling

Piling

Piling

SUBMARINE PIPELINE

CROSSING AREA

Boat Spike

GAGE

STAFF

OVERHEAD PIPELINE 61.9 FT.

CLEARANCE (MLLW)

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

FILE

NAME

DSC-DSL-000

U S

A R

M Y E

N G

IN

E E

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IS

T R

IC

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O R

T L

A N

D

C O

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S O

F E

N G

IN

E E

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P O

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L A

N D

O R

E G

O N

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

A W

A R

D D

A T

E

P L

O T

S C

A L E

D E

S

IG

N F

IL

E N

A M

E

S U

B M

IT

T E

D B

Y

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

S O

L

IC

IT

A T

IO

N N

O

P L

O T

D A

T E

D S

C -D

S L -0

.D

G N

R M

T

O

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

D A

T E

A P

P R

M A

R K

N

OF YOUR CONTRACT

SAFETY IS A PART

Y 366,000

X ,3 ,0

X ,3 ,0

Y 366,000

Y 365,000

X ,3 ,0

X ,3 ,0

Y 365,000

50' 50' 100' 150' 200'

X COORDINATE

7307011.34

WORK AREA B-B COORDINATES

7307112.38

7307320.27

7307206.24

7306483.94

7306428.18 364739.27

364651.64

365458.25

365660.06

365664.76

365501.65

Y COORDINATE

B

C

D

M

F

G

H

I

J

K 7307320.27

7307179.96

7307049.00

7306954.19

7306875.09

7306989.56

X COORDINATE Y COORDINATE

366150.63

366232.29

366388.00

366339.84

366157.03

365660.06

X COORDINATE Y COORDINATE

7256057.80 355980.55

7257013.08 361396.95

7259967.48 360875.84

7259012.19 355459.43

NOTES

Elevations are shown thus: +2, indicating height in feet above MLLW.

Control is by USACE and NOS-C&GS.

Datum is Mean Lower Low Water. (MLLW is 4.10 feet below National Geodetic

Soundings are shown in feet and indicate depths below MLLW.

U.S. Survey Feet).

Location of river mile markers and terrain features are approximate.

The information depicted on this map represents the results of surveys made on the dates indicated and can only be considered as indicating the general condition existing at that time.

Hydraulics Committee, Pacific Northwest River Basins Commission.

Aerial photography taken by U.S.D.A. Fall 2009

River mileage conforms to the River Mile Index of the Hydrology and Reference is Navigation Chart Nos. 18581 and 18561.

Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, Northing: 365469 Easting: 7307271

STAFF GAGE AT TOLEDO

Vertical Datum at River Mile 1.8 and 3.98 feet at Toledo, 1947 adjustment.)

SCALE IN FEET

LEGEND

Primary Control Point

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Benchmarks

Gages Staff Recording

Front Rear

Straight Tidal

FLOOD

EBB

Port

Rear

Port

Fixed

Front

Junction

Starboard 43

Flashing, FLOW

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Staff Recording

Front Rear

Straight Tidal

River Mileage from Mouth

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

DWG 2 OF 2

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

D E

P O

T S

L O

U G

H C

L A

M S

H E

L L

D E

P O

T S

L O

U G

H

T S

G

T M

H

T S

G

K A

R L

A G E

L L

IS

W

N -1

-B -0

8 8 8 7 7 7 6 5 5 4 5 5 4 4 4 4 4 4 1 2

0 1 1

+0

7 6 3 4 6 7 8 7 6 7 7 6 4 4 4 4 4 3 3 3 3 4 4 5 5 5 5 4 4 3 3 4 5 6 5 4 4 5 5

21110+0+1+1+1+000011112

7889101010111111121110

8 8 7 7 7 6 5 5 6 7 7 6 7 7 7 7 7 7 7 8 9 8 10 7 8 8 7 7 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 7 7 8 8 7 7 7 7 7 7 7 8 8 9 9 9 9 8 8 8

+2

+2

+1

+1

+0

+0

+0

+0

+0

776666554445 55666

4444444444455666677777891088101112121091111111312121111109

8 8 8 7 7 6 6 7 7 8 8 9 9 9 91010 9 9 9 9101111121313121111111110 9 9 9 9 8 8 8 8 8 8 8 8 8 7 8 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 8 8 8 8 8 8 9

+0

+0

8888777766666666666666666777777777777777776766777777777888891011111112121313131114121314131212111198

8 8 8 7 7 6 7 8 8 9 9 91010101010101010101011111313131311111212111110101010 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 9 9 8 8 8 8 8 7 7 6

9988888787777777777777787887777777777777778778888777777788889101011111212131312131212131213121211988

8 8 8 7 7 7 8 9 910101011111111111111111111111111111111121211111111111111111111111111111111101010101011101010 9 9 9 9 9 9 9 9 9 91010 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8

99999998888888888888888888888888888888888888888898888888889991010111112131212121212121212111211119788

8 8 7 7 81010101011111212121212121211111110101010101010101010101010101010 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 9 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8

N

Y COORDINATEX COORDINATE

O

P

V

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Q

R

S

A B D

E

F

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K

L M

N

Q

R

S

T

V

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P

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COORDINATES

SOUTH PLACEMENT SITE

COORDINATES

NORTH PLACEMENT SITE

C

00+12+38

CENTERLINE AT APPROX

A-A AND B-B CROSSES

BOUNDARY LINE OF AREAS

04-FEB-2016

SURVEY DATE

7258594.68 369397.10

7259549.32 374813.62

7262503.63 374292.00

7261548.99 368875.48

7306879.61 365393.30

A

E 7307084.75 365983.67

WORK AREA A-A COORDINATES

G

H

I

K

L

N

7306345.91 364797.31 D 7307112.38 365664.76

DREDGE SURVEY

DETERMINED BY PRE

ACTUAL DEPTHS TO BE

ODMDS-S

ODMDS-N

NORTH AND SOUTH

YAQUINA BAY ODMDS

A

A

-J

U L -2

CENTROID IS 86700 ft

00+12+38 TO ODMDS-S

AREA AT CENTERLINE AT RM

DISTANCE FROM DREDGE

CENTROID IS 88850 ft

00+12+38 TO ODMDS-S

AREA AT CENTERLINE AT RM

DISTANCE FROM DREDGE

S O

U T

H

N O

R T

H

7 8

19 20

22 23

32 33

38 39

43 44

52 53

58 29

64 65 66

7 8

19 20

22 23

32 33

38 39

43 44

52 53

58 29

64 65 66

N

PROXIMITY TO DREDGE AREAS

YAQUINA BAY ODMDS LAYOUT

NOT TO SCALE

SLOUGH

DEPOT

S A

M P

L E L

A Y

O U

T D

R A

W

IN

G X

X -X

X -X

X

CL

N.T.S.

REQUIRED DREDGING DEPTH

MAXIMUM PAY OVERDEPTH

MAXIMUM DREDGING DEPTH

-12ft. MLLW

-14 ft. MLLW

-10ft. MLLW

12ft CONTOUR MLLW

10ft CONTOUR MLLW

DREDGE SURVEY

DETERMINED BY PRE

ACTUAL DEPTHS TO BE

RIVER MILE: 00+07+00

CROSS SECTION A - A

100' 100'

CL

N.T.S.

REQUIRED DREDGING DEPTH

MAXIMUM PAY OVERDEPTH

MAXIMUM DREDGING DEPTH

-12ft. MLLW

-14 ft. MLLW

-10ft. MLLW

12ft CONTOUR MLLW

10ft CONTOUR MLLW

DREDGE SURVEY

DETERMINED BY PRE

ACTUAL DEPTHS TO BE

RIVER MILE: 00+17+95

CROSS SECTION B - B

B

B

70.6' 90.3'

NOT TO SCALE

-J

U L -1

00+00+00

AREA A-A

LIMIT

PROJECT

LOWER

00+20+00

AREA B-B

LIMIT

PROJECT

UPPER

A M

E N

D M

E N

T

A

D D

E D A

N I

N F

O R

M A

T

IO

N A

L C

R O

S S S

E C

T

IO

N F

O R W

O R

K A

R E

A B -B