Amd_0001_W9127N-16-B-0004.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

Project Title: Columbia River Clamshell Dredging 2016

The purpose of this amendment is the follow ing:

1. Columbia River Clamshell Dredging 2016 plans are attached and are incorporated in full.

2. The bid opening date and all other terms and conditions remain unchanged as a result of this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 22-Jan-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-0004

X 9B. DATED (SEE ITEM 11)

13-Jan-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

22-Jan-2016

CODE

US ARMY CORPS OF ENGINEERS - CECT-NWP

333 SW FIRST AVE

PORTLAND OR 97204-3495

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-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

CONTRACT DRAWING INDEX

N

OF YOUR CONTRACT

SAFETY IS A PART

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WASHINGTON

COLUMBIA

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OF ENGINEERS

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CRC-IND-000

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C -I

N D -0

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TABLE OF CONTENTS AND VICINITY MAPCRC-IND-000

CRC-BON-000

CRC-LTB-000 3

BONNEVILLE DAM

LONGVIEW TURNING BASIN

PLANNING LAYOUT DRAWING

LONGVIEW TURNING BASIN

CRC-O-57.5-000 PLACEMENT SITE DRAWING

O-57.5-IW

DREDGING - 2016

COLUMBIA RIVER CLAMSHELL

PLANNING LAYOUT DRAWING

BONNEVILLE DAM - BRADFORD ISLAND

D R

E D

G

IN

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C O

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IA

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B L E O

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IC

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DGN 1 OF 4

T M

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E A

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K A

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A G E

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IS

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N -1

-B -0

-J

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O R E G O N

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,0

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US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

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N.T.S.

CRC-BON-000

C R

C -B

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SCALE IN FEET

N

X COORDINATE

OF YOUR CONTRACT

SAFETY IS A PART

Y COORDINATE

A

B

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E

D R

E D

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IN

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C O

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20' 20' 40' 60' 80'

W

N -1

-B -0

K A

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A G E

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IS

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T M

H

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks

Gages Staff Recording

Rear

Tidal

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, LEGEND

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Front

Straight

River Mileage from Mouth

NOTES

DREDGE AREA COORDINATES

Y 723,000

Y 723,200

Y 722,800

X ,8

,6

X ,8

,8

X ,8

,2

X ,8

,2

X ,8

,0

X ,8

,8

X ,8

,6

Y 723,200

Y 723,000

Y 722,800

R M

T

O

A

B

C

D

E

7832756.99 723086.86

7832846.77 723086.72

7832936.94 723023.29

7832894.27 722969.04

7832759.13 723057.64

-J

A N -1 the general condition existing at that time.

conducted on the date indicated and can only be considered to represent

The information depicted on this map represents the results of a survey

1972.

Hydraulics Committee, Pacific Northwest River Basins Commission, July

River mileage conforms to the River Mile Index of the Hydrology and above National Geodetic Vertical Datum of 1929 (NGVD 29).

referred to a datum plane which is 73.3 feet (Minimum Pool Elevation)

Soundings and elevations above the dam are shown in feet and are

Vertical Datum:

U.S. Survey Feet.

Coordinate System (SPCS), Oregon North Zone. Distance units in

North American Datum of 1983 (NAD83), projected to the State Plane

Horizontal Coordinate System:

DGN 2 OF 4

(EVLEVATION MODE)

63 ft. NGVD29

63 ft. NGVD29

CROSS SECTION A - A

A

A

ABSOLUTE LIMIT OF DISTURBANCE63

NOTE: DISCOVERY OF INDIVIDUAL RIPRAP, IF ISOLATED, AND WITHIN DREDGE PRISM, THE INDIVIDUAL ROCKS CAN BE MOVED.

RIPRAP PROTECTING THE SLAB WILL BE AT ELEVATIONS ABOVE 63.0 feet BUT SHOULD NOT BE WITHIN THE DREDGE PRISM.

FISH LADDER EXIT CONCRETE SLAB AT ELEV. 63.0 feet.

12-JAN-16

SURVEY DATE

B O

N N

E V

IL

L E D

A M B

R A

D F

O R

D I S

L A

N D

63 65 65

70 70 71

59 60

61 61

64 65

64 64

64 65

WASHINGTON

OREGON

53+25

40 50

OREGON

WASHINGTON

10 20 30 40

53+25

FLOW

ANCHORAGE AREA

GAGE

STAFF

30 40 50

RM 67+25+

OF OUTFALL PIPEAPPROX. LOCATION

N

X ,5

,0

X ,5

,0

X ,5

,0

X ,5

,0

Y

5,0

Y

5,0

AREA

CABLE CROSSING

SUBMARINE

B

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OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

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M A

R K

D A

T E

A P

P R

SCALE IN FEET

X COORDINATE

OF YOUR CONTRACT

SAFETY IS A PART

Y COORDINATE

A

B

C

D

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks

Gages Staff Recording

Rear

Tidal

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, LEGEND

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Front

Straight

River Mileage from Mouth

NOTES

W

N -1

-B -0

K A

R L

A G E

L L

IS

T M

H

E A

S

T M

H

DREDGE AREA COORDINATES

Y

8,0

Y

8,0

Y

3,0

Y

3,0

D R

E D

G

IN

G

C O

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M B

IA

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IV

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L A

M S

H E

P

A N

N

IN

G L

A Y

O U

T D

R A

W

IN

G

C R

C -L

T B -0

.D

G N

24-NOV-15

SURVEY DATE

R M

T

O

A B

CD

7582403.47 896882.14

7582659.02 896749.16

7582697.07 896619.80

7582358.61 896795.92

L O

N G

V

IE

W T

U R

N

IN

G B

A S

IN

CRC-LTB-000

N.T.S.

REQUIRED DREDGING DEPTH

MAXIMUM PAY OVERDEPTH

200' 200' 400' 600' 800'

-41 ft. CRD

-43 ft. CRD

4445 41

43 42

45 47

48 48 4647 4849

48 36 3741

36 34

48 47

44 47

35 42

4543 41

DETAILS

FOR PLACEMENT SITE

CRC-O-57.5-000

SEE DRAWING

97'

Z

Z

-41 ft. CRD

O R E G O N

W A S H I N G T O N general condition existing at that time.

made on the dates indicated and can only be considered as indicating the

The information depicted on this map represents the results of surveys

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

Control is by USACE and NOS-C&GS.

Soundings are shown in feet and indicate depths below CRD.

The project depth curve is shown thus:

Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone

(NAD 83, U.S. Survey Feet).

Committee, Pacific Northwest River Basin Commission,July 1972.

River mileage conforms to the River Mile Index of the Hydrology and Hydraulics

Reference is Navigation Chart No. 18523.

Vertical datum is Columbia River Datum. CRD is 1.45 feet above North American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River Mile 40.3, 1.45 feet above at River Mile 42.9, 1.46 feet above at River Mile 43.3.

2012 Aerial Photography data source: USDA, Service Center Agencies.

DGN 3 OF 4

NORTHING: 892920 EASTING: 7584890

STAFF GAGE AT RAINIER:

RIVER MILE:

CROSS SECTION Z - Z

DREDGE REQUIRED PRISM.

AREA HAS BEEN PREVIOUSLY DREDGED

TO -43 FT. CRD.

NOTE ESTIMATED HORIZONTAL DISTANCE FROM

STRUCTURES ON DAILY QC REPORT.

ADCB

ON SIDES

1V:3H SLOPE

ON SIDE AB

VERTICAL SLOPE

-J

A N -1

40 50

5040 1000

10 20 30 40 50

53+25

1053+25

Cleav eland

1, Fl G

Crims Islan d 6, Fl R

W A S H I N G T O N

GAGESTAFF LT 3,

Fl G

D

IK

E .9

.5

D

IK

E

D

IK

E .1

D

IK

E .8

.6

D

IK

E

D

IK

E .1

D

IK

E .3

D

IK

E .5

OREGON

WASHINGTON

X ,5 ,0

X ,5 ,0

Y ,0

Y ,0

Y ,0

X ,5 ,0

X ,5 ,0

O R E G O N

N

B

A

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B

A

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D B

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US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

D A

T E

A P

P R

SCALE IN FEET

X COORDINATE

OF YOUR CONTRACT

SAFETY IS A PART

Y COORDINATE

A

B

C

D

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks

Gages Staff Recording

Rear

Tidal

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, LEGEND

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Front

Straight

River Mileage from Mouth

NOTES

W

N -1

-B -0

K A

R L

A G E

L L

IS

T M

H

E A

S

T M

H

DREDGE AREA COORDINATES

D R

E D

G

IN

G

C O

L U

M B

IA

R

IV

E R C

L A

M S

H E

06-OCT-15

SURVEY DATE

R M

T

O

7539829.40 926083.91

7542989.59 923627.15

7542668.14 923244.18

7539507.94 925700.94

200' 200' 400' 600' 800'

-J

A N -1

WASHINGTON

OREGON

A

B

C

D

CRC-O-57.5-000

P L

A C

E M

E N

T S

IT

E O -5

.5 -I

W

P L

A C

E M

E N

T S

IT

E L

A Y

O U

T D

R A

W

IN

G

C R

C -O

-5 .5 -0

.D

G N

APPROXIMATELY 9.5 MILES

SITE TO CENTROID OF DREDGE AREA IS

DISTANCE FROM CENTROID OF PLACEMENT

PLACEMENT SITE O-57.5-IW

general condition existing at that time.

made on the dates indicated and can only be considered as indicating the

The information depicted on this map represents the results of surveys

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

Control is by USACE and NOS-C&GS.

Soundings are shown in feet and indicate depths below CRD.

The project depth curve is shown thus:

Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone

(NAD 83, U.S. Survey Feet).

Committee, Pacific Northwest River Basin Commission,July 1972.

River mileage conforms to the River Mile Index of the Hydrology and Hydraulics

Reference is Navigation Chart No. 18523.

Vertical datum is Columbia River Datum. CRD is 1.45 feet above North American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River Mile 40.3, 1.45 feet above at River Mile 42.9, 1.46 feet above at River Mile 43.3.

2012 Aerial Photography data source: USDA, Service Center Agencies.

NORTHING: 926110 EASTING: 7543090

STAFF GAGE AT LIGHT LIGHT 3:

DGN 4 OF 4