W912P4-16-B-0004-0001_-_06SEP2016_-_Amendment.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

This amendment provides changes to the Scope of Work. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 06-Sep-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 W912P4-16-B-0004

X 9B. DATED (SEE ITEM 11)

19-Aug-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

06-Sep-2016

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P4-16-B-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

AMENDMENT NO. 1

W912P4-16-B-0004

BUFFALO RIVER AQUATIC HABITAT RESTORATION

BUFFALO, NEW YORK

UPDATED SPECIFICATIONS:

SECTION 35 20 23, AS HIGHLIGHTED

UPDATED PLANS:

01 SEPTEMBER 2016

Sheet G-002, extended work limits as shown Sheet CD-102, extended work limits and removal limits as shown

Buff Riv SAV GLRI

FY16BUFFRIVSAV

AMENDMENT NO. 1

W912P4-16-B-0004

SECTION 35 20 23

REMOVALS

10/09

PART 1 GENERAL

1.1 SUMMARY

This section addresses the requirements for the removal of wooden debris, and deteriorated and/or abandoned wood dock structure at the Ellicott site and removals at the 2 remaining sites.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. The following must be submitted in accordance with Section 01 33 00, "SUBMITTAL

PROCEDURES":

SD-01, Preconstruction Submittals

Removals Plan; G, AOF

1.3 REMOVALS PLAN

Submit a plan that indicates, in detail, how the removals will be accomplished. Methods, equipment, and layout of operations, and sequence of all removals, stockpiling (if needed), transportation of materials, and final disposal.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 REMOVAL

At all 3 sites, remove any debris and refuse, including tie-backs, which may need to be cut, within the work limits that will require any planting.

At the Ellicott site, remove all wooden debris and embedded, abandoned wood dock structures. Up to 24 posts will be identified in the field by the Contracting Officer to remain untouched or cut off above at a higher elevation than the river bottom.

3.1.1 Allowances And Tolerances

All embedded, abandoned wood dock structures must be removed to an elevation of no more than 1' above the river bottom, except as noted in paragraph 3.1.

3.2 REMOVAL METHODS

The Contractor is not restricted from using any specific plant or equipment in the work that can satisfactorily perform the required removals. Any method used must not cause more than incidental changes to the river

SECTION 35 20 23 Page 1156 09/01/16 h5cosklm Highlight h5cosklm Highlight

Buff Riv SAV GLRI

FY16BUFFRIVSAV

AMENDMENT NO.1

W912P4-16-B-0004 bottom. The method must be clearly indicated in the Removal Plan and may not be altered without the approval of the COR.

3.3 DISPOSAL OF REMOVED MATERIAL

All materials removed become the property of the Contractor and must be disposed of off-site at a location that can legally accept the material.

The Contractor must obtain any required permits for the transportation and disposal at no cost to the Government.

-- End of Section --

SECTION 35 20 23 Page 1157 09/01/16 h5cosklm Highlight

NOT TO SCALE

B.M.

CL

E.W.

E

CL

EL.

H

IGLD

L.W.D.

MAX.

MIN.

N

O.C.

PL

STA.

SSP

TYP.

W.W.F.

W

W/

AT

BASELINE

BENCH MARK

CENTERLINE

CLEARANCE

CONSTRUCTION JOINT

DIAMETER

EACH WAY

EAST

ELEVATION

EXPANSION JOINT

HORIZONTAL

LOW WATER DATUM

MAXIMUM

MINIMUM

NORTH

ON CENTER

PLATE

STATION

STEEL SHEET PILE

TYPICAL

VERTICAL

WELDED WIRE FABRIC

WEST

WITH

SCH. SCHEDULE

S SOUTH

INV. INVERT

C.I.P. CAST IN PLACE

C.S.P.

DBL. DOUBLE

CONC.

STD. STANDARD

DIA. DIAMETER

CJ

EJ

V

T&B TOP AND BOTTOM

BL

ABBREVIATIONS

D

L DRIVE LINE

LAKES DATUM 1985

INTERNATIONAL GREAT

CONCRETE

B/W BETWEEN

f

CAST STEEL PIPE

INDEX OF DRAWINGS

TITLE SHEET ID

SAV SUBMERGED AQUATIC VEGETATION

AVE. AVERAGE

PROJECT LOCATION MAP

IN

D

E X

V

IC

IN

IT

Y A

N D L

O C

A L

IT

Y M

A P

S

G-002

-L

R B -B

U F -1

-G

-0 .d g n

205+00

200+00

5+

0+

0+

165+00

160+00

155+00

+00

+00

+00

5+

FL

O

W

C-503MISCELLANEOUS DETAILS (3 OF 3)

C-502MISCELLANEOUS DETAILS (2 OF 3)

C-501MISCELLANEOUS DETAILS (1 OF 3)

C-303IRISH PROPANE TYP. CROSS SECTION

C-302SAVARINO TYP. CROSS SECTION

C-301ELLICOTT TYP. CROSS SECTION

CD-102REMOVAL PLAN (2 OF 2)

CD-101REMOVAL PLAN (1 OF 2)

C-108IRISH PROPANE PLAN (3 OF 3)

C-107IRISH PROPANE PLAN (2 OF 3)

C-106IRISH PROPANE PLAN (1 OF 3)

C-105SAVARINO PLAN (2 OF 2)

C-104SAVARINO PLAN (1 OF 2)

C-103ELLICOTT PLAN (3 OF 3)

C-102ELLICOTT PLAN (2 OF 3)

C-101 ELLICOTT PLAN (1 OF 3)

G-002INDEX, VICINITY AND LOCALITY MAPS

G-001COVER SHEET

E1

E2

E3

E4

S1 S2

S3S4

I1

I2

I3I4

WORK LIMIT CORNERS, APPROX. COORDINATES

1073594.991042204.05I4

1073672.661042214.65I3

1074035.511042873.48I2

1073990.471042902.99I1

1071778.081043542.63S4

1071851.381043542.12S3

1071859.801044104.20S2

1071791.251044093.78S1

1071624.321044759.17E4

1071724.871044791.04E3

1071377.981045793.70E2

1071275.351045732.53E1

EASTINGNORTHINGID

24 NOVEMBER 2016.

FOR MAINTENANCE FROM 1 SEPTEMBER 2016 TO

4.39 OVER THE BUFFALO RIVER WILL REMAIN CLOSED

BUFFALO CREEK RAILROAD BRIDGE AT RIVER MILE4.

TO BE REMOVED.

ILLUSTRATING EXISTING WOODEN STRUCTURES

TO THE CONTRACT SPECIFICATIONS

CD-102. SEE ALSO SAMPLE PHOTOS ATTACHED

SEE REMOVAL PLANS SHEETS CD-101 AND3.

AT EACH SITE.

THAT ILLUSTRATE WORK TO BE PERFORMED

SEE PLANS ON SHEETS C-101 THROUGH C-1082.

ASSOCIATION WITH UPLAND DEVELOPMENT.

PROJECT LOCATIONS ARE NAMED BY1.

NOTES:

E

X T

E N

D E

D W

O R

K R

E M

O V

A L L

IM

IT

S

A B C D E F G H I

A B C D E F G H I of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

ID

Sheet

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

Buffalo District

B U

F F

A L

O D

IS

T R

IC

T

N

IA

G A

R A S

T R

E E

T

B U

F F

A L

O

N E

W Y

O R

K

S H

E E

T F

IL

E N

A M

E

E M

P L

O Y

M E

N T A

S R

E Q

U

IR

E D B

Y E

R

-1 -8

IN

D

IV

ID

U A

L S A

P P

E A

R O

N T

H E

S E P

R O J E

C T D

O C

U M

E N

T S W

IT

H

IN

T

H E S

C O

P E O

F T

H E

IR

O F E

N G

IN

E E

R S T

H E I

N

IT

IA

L S O

R S

IG

N A

T U

R E

S A

N D R

E G

IS

T R

A T

IO

N D

E S

IG

N A

T

IO

N S O

F T

H

IS

P

R O J E

C T W

A S D

E S

IG

N E

D B

Y T

H E B

U F F

A L

O D

IS

T R

IC

T O

F T

H E U .S

A R

M Y C

O R

P S

S A

F E

T Y P

A Y

S

S U

P P

O R

T V

A L

U E E

N G

IN

E E

R

IN

G I T P

A Y

S

B U

F F

A L

O R

IV

R

A Q

U A

T

IC

H

A B

IT

A T R

E S

T O

R A

T

IO

N

B U

F F

A L

O R

IV

E R

B U

F F

A L

O

N Y

G

E

A T L

A K

E S R

E S

T O

R A

T

IO

N I

N

IT

IA

T

IV

E

F Y

/0

/2

J o s h U n g h ir e

F L

D T

F ra n k T L e w a n d o w s k i

J

U L

D O

C U

M E

N T S R

T A

C E

R T

IF

IE

D F

IN

A L

W P -F

Y -B -0

W P -F

Y -C -0

A S S

H O

W N

A N

S I

D

552C

557C

490a

494b

496a

500 502 504

503a

501a 499a

LOCALITY MAP

CANADA

TONAWANDA

N

SHERIDAN DRIVE

M A I

N

S T

R E E T

BROADWAY

E G

G E

T

O

A D

D E

L A

W A

R E

E L

M W

O O

D

B A I

L

V

E N

U E

SCALE OF MILES

1 1 2•

WOODWARD

ISLAND

GRAND

RIVER

NIAGARA

ERIE

LAKE

BUFFALO

OF

CITY

VICINITY MAP

SCALE OF MILES

50 0 50 100

PENNSYLVANIA

OHIO

NEW

YORK

BUFFALO

CLEVELAND

DETROIT

LAKE

ERIE

LAKE ONTARIO

LAKE

HURON

ONTARIO

N

N

L O

U

IS

IA

N A S

T R

E E

T

O H

IO

S

T R

E E T

SOUTH STREET

K A

T H

E R

IN

E S

T R

E E

T

REPUBLIC STREET

O'CONNELL STREET

G A

N S

O N S

T R

E E

T

H A

M B

U R

G S

T

BUFFALO RIVER

(FACE OF WALL)

10' FROM TOP OF BANK

PROJECT LOCATION

STA. 222+29

STA. 211+89

STA. 199+78

STA. 165+26

BUILDING HAS BEEN REMOVED

50' FROM FACE OF WALL

LIMIT OF FEDERAL CHANNEL

OF FEDERAL CHANNEL LIMIT

50' FROM EDGE OF WATER WHERE OUTSIDE

(FACE OF WALL)

EDGE OF WATER

POINT AND NAME

CHANNEL STATION

STA. 205+24

WORK LIMITS

STA. 157+00

WORK LIMITS

EDGE OF WATER

TIMBER WALL

OF OUTER

50' FROM FACE

WORK LIMITS

FEDERAL CHANNEL

APPROX. CENTER OF

ELLICOTT

SAVARINO

PROPANE

IRISH

OF EXISTING FEATURES.

VERIFICATION OF THE CURRENT CONDITIONS AND DIMENSIONS

DOCUMENTATION. CONTRACTOR IS RESPONSIBLE FOR FIELD

ON FIELD INVESTIGATIONS, PHOTOGRAPHS, OR HISTORICAL

EXISTING FEATURES SHOWN IN THESE DRAWINGS ARE BASED10.

NOT SHOWN IN THE ORTHO PHOTOS.

OCCURRED AT THE ELLICOTT AND SAVARINO SITES THAT IS

FROM 2014. SIGNIFICANT CONSTRUCTION, BY OTHERS, HAS

ORTHO PHOTOS DISPLAYED WITHIN THESE DRAWINGS ARE9.

EXISTING CONDITIONS AND FEATURES IMPACTED BY THE WORK.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION IN THE FIELD OF ALL8.

PLANE 1983 ZONE NY WEST 3103, FEET.

THE NAD 1983/1996 (CONUS) GEOID MODEL - GEOID03 (CONUS) US STATE

FEDERAL CHANNEL AND APPROX. WORK LIMITS SHOWN THIS SHEET WITHIN

SEE SPECIFICATIONS FOR CONTROL INFORMATION USED TO ESTABLISH THE

HORIZONTAL CONTROL FOR THE PROJECT IS BASED ON RIVER STATIONS.7.

BELOW LWD. (EXISTING SURFACES ARE SUBJECT TO CHANGE)

NEGATIVE (-) PRECEDING THE GAGE CONTOUR READING INDICATES DEPTH

ZERO ON THE GAGE CORRESPONDS TO LOW WATER DATUM ELEVATION OF 569.2.

SITES IS IGLD BUT ELEVATION ARE SHOWN AS A REFERENCE TO GAGE READINGS.

PROJECT SITE. THE VERTICAL DATUM USED FOR THE SAVARINO AND IRISH PROPANE

SITE SURVEY WAS COMPLETED USING IGLD AND ELEVATIONS ARE SHOWN FOR THE

USED TO DEVELOP CONTOURS WERE COMPLETED IN FALL OF 2015. THE ELLICOTT

CONTOUR LINES ON DRAWINGS SHOW CHANGES IN ELEVATION OF 1 FOOT. SURVEYS6.

LIMITS OF THE FEDERAL NAVIGATION CHANNEL.

DO NOT ANCHOR BOATS, MARINE PLANT, TURBIDITY CURTAINS, ETC. WITHIN THE5.

REQUEST OF VESSELS UTILIZING THE FEDERAL CHANNEL.

PLANT, BARGES, ETC. BEING USED FOR THIS PROJECT ARE TO BE MOVED UPON

CHANNEL. VESSELS UTILIZING THE CHANNEL HAVE PRIORITY. BOATS, MARINE

PART OF THE WORK LIMITS SHOWN MAY LIE WITHIN THE FEDERAL NAVIGATION4.

CONSTRUCTION IS BEING PERFORMED.

EQUIPMENT, AND PERSONNEL ARE TO REMAIN WITHIN THE WORK LIMITS WHILE

OBTAINED AT THE SAVARINO OR IRISH PROPANE PROJECT SITES. ALL MATERIALS,

THE ELLICOTT PROJECT SITE, FROM OHIO STREET. NO LAND ACCESS HAS BEEN

ACCESS TO THE SITES IS MADE VIA THE BUFFALO RIVER, OR IN THE CASE OF

C-101 THROUGH C-108 SHALL BE SET IN THE FIELD BY THE CONTRACTING OFFICER.

THE EXACT LOCATION OF THE CONTRACTOR WORK LIMITS SHOWN ON SHEETS3.

AND BE PLASTIC ORANGE MESH TYPE ATTACHED TO POSTS SECURELY ANCHORED.

ALONG THE LIMITS OF THE WORK AREA. FENCE SHALL BE A MINIMUM 4 FEET HIGH

TEMPORARY CONSTRUCTION SAFETY FENCING, WITH APPROPRIATE WARNING SIGNS

WORK AND STAGING AREAS LOCATED ON LAND FROM THE PUBLIC BY INSTALLING

PRIOR TO STARTING WORK, THE CONTRACTOR SHALL ISOLATE THE CONSTRUCTION2.

AND MAN MADE DEBRIS/TRASH.

LIMITED TO FALLEN AND DEAD TREES, BRANCHES, SUNKEN AND FLOATING VEGETATION

DISPOSAL OF ALL DEBRIS WITHIN THE WORK LIMITS. DEBRIS INCLUDES BUT IS NOT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING, REMOVAL AND OFF SITE1.GENERAL NOTES:

F

TL

9/

1/

SEE NOTE 2 ON CD-101

EXISTING WOODEN PILES,

TO REMAIN UNDISTURBED

EXISTING STONE LAND SIDE WALL

ON SHEET CD-101

REMOVAL LIMITS, SEE NOTE 1

REMOVAL PLAN

NOTE: NEW BUILDING CONSTRUCTION NOT SHOWN IN THIS AERIAL IMAGE

0'+

SEE NOTES OF CD-101.1.

NOTES:

N

M A

T C

H L

IN

E S

H E

E T C

D -1

WOODEN STRUCUTRE

APPROX. LIMITS OF INTACT

TO REMAIN UNDISTURBED

LAND SIDE RETAINING WALL

IRREGULAR CONCRETE

EXISTING APPROX. 1' THICK

WORK LIMITS

LIMITS

FEDERAL CHANNEL

CD-102

40'10'

SCALE:1"=20'

0 20'

(E L L

IC

O T

T S

IT

E

R E

M O

V A

L P

L A

N O

F

-L

R B -B

U F -1

-C

D -1

.d g n

E

X T

E N

D E

D W

O R

K R

E M

O V

A L L

IM

IT

S

A B C D E F G H I

A B C D E F G H I of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

ID

Sheet

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

Buffalo District

B U

F F

A L

O D

IS

T R

IC

T

N

IA

G A

R A S

T R

E E

T

B U

F F

A L

O

N E

W Y

O R

K

S H

E E

T F

IL

E N

A M

E

E M

P L

O Y

M E

N T A

S R

E Q

U

IR

E D B

Y E

R

-1 -8

IN

D

IV

ID

U A

L S A

P P

E A

R O

N T

H E

S E P

R O J E

C T D

O C

U M

E N

T S W

IT

H

IN

T

H E S

C O

P E O

F T

H E

IR

O F E

N G

IN

E E

R S T

H E I

N

IT

IA

L S O

R S

IG

N A

T U

R E

S A

N D R

E G

IS

T R

A T

IO

N D

E S

IG

N A

T

IO

N S O

F T

H

IS

P

R O J E

C T W

A S D

E S

IG

N E

D B

Y T

H E B

U F F

A L

O D

IS

T R

IC

T O

F T

H E U .S

A R

M Y C

O R

P S

S A

F E

T Y P

A Y

S

S U

P P

O R

T V

A L

U E E

N G

IN

E E

R

IN

G I T P

A Y

S

B U

F F

A L

O R

IV

Q

U A

T

IC

H

A B

IT

A T R

E S

T O

R A

T

IO

N

B U

F F

A L

O R

IV

E R

B U

F F

A L

O

N

G

E

A T L

A K

E S R

E S

T O

R A

T

IO

N I

N

IT

IA

T

IV

E

F Y

/0

/2

J o s h U n g h ir e

F L

D T

F ra n k T L e w a n d o w s k i

J

U L

D O

C U

M E

N T S R

T A

C E

R T

IF

IE

D F

IN

A L

W P -F

Y -B -0

W P -F

Y -C -0

A S S

H O

W N

A N

S I

D

F

TL

9/

1/