A22_W912EE-16-B-0006-0002.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

Reference Solicitation W912EE-16-B-0006 for Indefinite Delivery/Indefinite Quantity (IDIQ) Flood Control, Mississippi River & Tributaries, Yazoo Basin, Mississippi, Tallahatchie County, Mississippi, Upper Yazoo Projects, Item 7C, Channel Improvement.

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 09-Aug-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 W912EE-16-B-0006

X 9B. DATED (SEE ITEM 11)

22-Jul-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 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

09-Aug-2016

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE-16-B-0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SUMMARY OF CHANGES

DRAWINGS: Drawing C-301 is revised and replaced.

Drawings revised by this amendment have the notation “Revised by Amendment 0002” in the title block.

(End of Summary of Changes)

EXISTING COUNTY ROAD

FIELD ROAD

CL EXISTING

FIELD ROAD

CL EXISTING

EL. 151.00

TOP OF DIKE

10'

EL. 151.00

TOP OF DIKE

10'

EL. 151.00

TOP OF DIKE

10'

EXISTING GROUND SURFACE

1V

ON 3

H

1V ON 2H15'

EXISTING GROUND SURFACE

1V

ON 3

H

1V ON 2H

EXISTING GROUND SURFACE

1V

ON 3

H

1V ON 2H

5'

5'

5'

2.5'

VARIESVARIES

RETAINING DIKE

RETAINING DIKE

RETAINING DIKE

CROSS SECTION A-A

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION B-B

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION C-C

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION D-D

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION E-E

RETAINING DIKE LAYOUT

SCALE: NONE

10'

10'

DITCH

EXISTING

DIKE

SURFACE

EXISTING GROUND

SURFACE

EXISTING GROUND

DIKE

TYPICAL CROSS SECTION

V-DITCH

STA. 0+00 - STA. 3+15

SCALE: NONE

TYPICAL CROSS SECTION

V-DITCH

STA. 3+15 - STA. 26+00

SCALE: NONE

1V

ON 3

H 1V ON 2H

1V ON 2H1V

ON 3

H

.1

OF SLOPE

EXISTING TOE

TREE LINE OR R/W

VARIES

PLAN

300 600FT 0 300150

SCALE: 1''= 300'

Disposal area approx. 67 ac

Fill Vol = 538,961 CORRECTED ON 6/17/16 FILL VOL=534,601 CY Dike Vol = 38,105 CORRECTED ON 6/17/16 DIKE VOL=44,042 cy volume of disposal recalculated (7C-2-IDIQ_EL 149.dtm).

new dike as generated (7C-2-IDIQ.dtm). A new EL 149 surface was generated and 6/17/16: top of containment dike was only 5' wide instead of 10' wide is "7C_2_Surface_149" the original surface is "item7_5" The surface for Dike is "7C_2_Dike" the surface for fill line

TLR-36-1227.18

FIELD

CULTIVATED

W

W

SEC. 19

WOODS

N

1,6

,0

0E

2, 8, TLR-37-1

227.27

IR TLR-37

IR

T

L R -3

NOTE:

TRAVERSE DATA BASED ON MISSISSIPP1 STATE PLANE

E 2, 6, N

1,6

,0

LEGEND

EXISTING ROAD

EXISTING TOP BANK

SOIL BORING

IR TLR-4

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

PI C/L DIKE

R/W

PREVENTION PLAN FOR POLLUTION ADDITIONAL REQUIREMENTS.

SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE

INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS

FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH

6. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTACT DRAWINGS MAY NOT

COORDINATE SYSTEM, WEST ZONE NAD 83(FEET)

T L R -3 -1

R/W=TREE LINE

OF EXISTING ROAD

R/W=NORTH EDGE

A

A

R/W=PROPERTY/LOT LINE

LOT 1

LOT 2

R/W=PROPERTY LINE

B

B

C

C

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

D

D

BE CONSTRUCTED

NEW V-DITCH TO

EXISTING GROUND

V-DITCH DESIGN GRADE

V-DITCH PROFILE

STATIONING IN FEET

STA. 26+00

END V-DITCH

BANK

R/W=TOP

E

E

OF 2.5 FEET WITHIN FIRST 10 FEET.

TRANSITION TO DESIGN DEPTH

TIE V-DITCH TO EXISTING DITCH.

7C-2

DISPOSAL AREA

101.0322° 94.27'

142.5725° 171.63'

OUTFLOW STRUCTURE

OF WEIR AND DROP INLET

APPROXIMATE LOCATION

E: 2,328,292

N: 1,615,074

STA. 0+00

BEGIN V-DITCH

SLOPE = -0.0003 FT/FT

PROPOSED DIKE

SILT FENCE

R/W LIMIT= PROPERTY LINE

OF EXISTING COUNTY R/W

R/W LIMIT= NORTH EDGE

NOT TO BE DISTURBED

EXISTING UTILITY POLE

SILT FENCE

A

B

C

D

1 2 3 4

C-301

IN

D

E F

IN

IT

E D

E L

IV

E R

Y

IN

D E

F

IN

T

IE

Q

U A

N T

IT

Y C

O N

T R

A C

T

F L

O O

D C

O N

T R

O L

M

IS

S

IS

S

IP

P I

R

IV

E R T

R

IB

U T

A R

IE

S

IDENTIFICATION

SHEET

Y A

Z O

O B

A S

IN

M

IS

S

IS

S

IP

P I

T A

L L

A H

A T

C H

IE

C

O U

N T

Y

M

IS

S

IS

S

IP

P I

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

U P

P E

R Y

A Z

O O P

R O J E

C T S

IT

E M

C

V

IC

K S

B U

R G D

IS

T R

IC

T

C H

A N

N E

L I

M P

R O

V E

M E

N T

D E

S

IG

N E

D B

Y

D

IS

P O

S A

L A

R E

A

C -2 D

E T

A

IL

S

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

J L T

D A

T E

D W

N B

Y

/2

/2

J L T

C K

D B

Y

E C D

IV

IS

IO

N

S O

L

IC

IT

A T

IO

N N

O

S U

B M

IT

T E

D B

Y

D E

S

IG

N B

R A

N C

H

W E

E -1

-B -0

H e n ry A

D u la n e y P .E

L E

V E

E D

R A

IN

A G

E S

E C

T

IO

N

C O

N T

R A

C T N

O

P L

O T S

C A

L E

W E

E -0

-C -x x x x

P L

O T D

A T

E

/5 /2

F

IL

E N

U M

B E

R

S

IZ

E

Y -1

-3

F

IL

E N

A M

E

A N

S I

D C -3

.d g n

M A

R K

R e v is e d b y A m e n d m e n t of Engineers

US Army Corps of Engineers

US Army Corps

D E

S C

R

IP

T

IO

N

/3 /1

D A

T E

A P

P R

J N

B

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

R/W LIMIT= PROPERTY LINE

297.94

33°51'11"

WOODS

TL

R-

-1

T L R -3 -1

T L R -3 -1

IR

T

L R -3

IR

T

L R -3

IR

T

L R -3

IR

T

L R -3

FIELD

CULTIVATED

SEC. 19

FIELD

CULTIVATED

FIELD

CULTIVATED

N

TOP BANK

TOP BANK

.4

°1 '8

.0

°2

'2

NEW DITCH TOP BANK

DIKE TOE 5 FT FROM

NEW DITCH TOP BANK

DIKE TOE 5 FT FROM

.0

.9

6.

.7

'4

E 2326917.54 N 1613564.92

E 2327049.08 N 1613386.41

E 2326779.77 N 1614411.68

E 2326620.43 N 1615219.33

E 2326710.53

N 1615364.77

E 2328244.03 N 1615370.13

E 2328277.61 N 1613514.92

E 2328277.61 N 1613514.92

DIKE TOE

DIKE TOE

DIKE TOE

EXCAVATION

V-DITCH

ROADSIDE TOP BANK OF EXISTING DITCH

TOP BANK OF DITCH SHALL TIE INTO

BOTTOM GRADE SHOWN ON PROFILE

1V ON 2.5H SIDE SLOPES

V-DITCH TO BE CONSTRUCTED

R/W LIMIT= PROPERTY LINE

EXCAVATION

V-DITCH

BOTTOM GRADE SHOWN ON PROFILE

1V ON 2.5H SIDE SLOPES

V-DITCH TO BE CONSTRUCTED

TREE LINE

1V ON 6H

SILT FENCE

VARIES

VARIES

SILT FENCE

15'

V-DITCH PROFILE, ELEVATIONS IN N.G.V.D. 29.5.

SURVEY DATUM IS MISSISSIPPI WEST STATE PLANE COORDINATE SYSTEM NAD 83.4.

REPAIRED TO AN EQUAL TO OR BETTER THAN CONDITION PRIOR TO COMPLETION OF CONSTRUCTION.

KELLY GREENWOOD, P.O. BOX 610, CLARKSDALE MISSISSIPPI. THE ROAD SHALL BE

ANY DAMAGE TO THE ROAD SHALL BE REPAIRED, CONTACT THE COUNTY ENGINEER3.

AND A 1V ON 3H SIDE SLOPE.

ALL RAMPS SHALL HAVE AN 18 FOOT CROWN WIDTH WITH A 1V ON 10H SLOPE 2.

DIKE MATERIAL SHALL NOT BE PLACED ON STATE OR COUNTY ROAD RIGHT-OF-WAY.1.

NOTES:

SILT FENCE

15'

VARIES