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W807PM51620678

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 W912EE-15-B-0006, FC/MR&T, East Bank Mississippi River Levees, Magna Vista-Brunsw ick, Mississippi, Levee Enlargement and Berms, Item 465-L, scheduled for bid opening 25 August 2015 at 2:00 p.m. CST, is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 18-Aug-2015

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-15-B-0006

X 9B. DATED (SEE ITEM 11)

22-Jul-2015

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

17-Aug-2015

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-15-B-0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

BIDDING SCHEDULE: Bidding Schedule is revised and replaced.

Line Items revised by this amendment have asterisks (*) in the margins before and after changes to previous issue. The notation “Revised by Amendment 0001’ is at the bottom of the page.

DRAWINGS: Drawings B-201 thru B-205, C-104, C-107, and C-320 thru C-360 are revised and replaced.

Drawings revised by this amendment have the notation “Revised by Amendment 0001” in the title block

All other terms and conditions remain unchanged.

(End of Summary of Changes)

W912EE-15-B-0006

SECTION 00010 – BIDDING SCHEDULE

FC/MR&T, EAST BANK MISSISSIPPI RIVER LEVEES

MAGNA VISTA - BRUNSWICK, MISSISSIPPI, LEVEE ENLARGEMENT AND

BERMS, ITEM 465-L

ITEM DESCRIPTION EST UNIT UNIT AMOUNT

NO. QTY PRICE

0001 MOBILIZATION/DEMOBILIZATION 1 JB FOR $_______________

0002 DEMOLITION AND REMOVAL OF

EXISTING PAVEMENT; AND SALVAGE

OF EXISTING GRANULAR SURFACE 1 JB FOR $________________

0003 CATTLE GUARDS 1 JB FOR $_______________

0004 CLEARING AND GRUBBING 1 JB FOR $_______________

0005 LEVEE EMBANKMENT,

SEMICOMPACTED 904,780 CY $_________ $________________

0006 LEVEE EMBANKMENT,

COMPACTED 80,470 CY $_________ $_______________

0007 BERM EMBANKMENT

UNCOMPACTED 638,900 CY $_________ $_______________

0008 LEVEE SURFACING

CURSHED STONE 12,900 TN $_________ $_______________

0009 MOWING, TURFING, SOLID SODDING,

AND EROSION CONTROL MATTING 1 JB FOR $_______________

0010 ENVIRONMENTAL PROTECTION

FEATURES 1 JB FOR $_______________

0011 RELIEF WELLS 1 JB FOR $_______________

TOTAL $____________________

"Revised by Amendment 0001"

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LONG. 905959.4

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08-09-2006

LONG. 905956.2

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08-08-2006

LONG. 905952.8

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08-08-2006

LONG. 905949.4

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08-09-2006

LONG. 905948.7

FIELD BOOK NO. 8083

MVBB-146-06

LAT. 323653.3

LL WD G.S.E. 92.4PL 1O

08-09-2006

LONG. 905958.8

FIELD BOOK NO.

MVBB-143-06

LAT. 323656.2

LL WD G.S.E. 92.7PL

CH

SM

ML

VST,WD

VST

ST

ST

S

S

S

FW

BR

GR&BR

BR

1O

08-09-2006

LONG. 905955.4

FIELD BOOK NO. 8083

MVBB-144-06

LAT. 323655.3

LL WD G.S.E. 93.6PL

CH

ML

CL

ML

VEG,RT

ST

ST

ST

ST

M

S

SO

BR

GR&BR

BR

GR&BR

BR

1O

08-09-2006

LONG. 905952.1

FIELD BOOK NO. 8083

MVBB-145-06

LAT. 323654.3

LL WD G.S.E. 92.5PL

CH

CL

ML

ML

VEG,RT

VST

VST

ST

ST

SO

SO

CS,S

S

BR

GR

BR

100100

E L E

V A

T

IO

.V .D

E L E

V A

T

IO

.V .D

E L E

V A

T

IO

.V .D

E L E

V A

T

IO

.V .D

E L E

V A

T

IO

.V .D

E L E

V A

T

IO

.V .D

L E

V E

E D

R A

IN

A G

E S

E C

T

IO

N

E C D

IV

IS

IO

N

B O

R R

O W B

O R

IN

G P

R O

F

IL

E S

CH

CH

ML

ML

SM

VST

ST

M

SIS

CS

CS

S

S

BR

1O

08-11-2006

LONG. 905958.1

FIELD BOOK NO. 8083

MVBB-147-06

LAT. 323659

LL WD G.S.E. 93.4PL

CH

CL

CL

ML

ML

ML

H

ST

VST

ST

M

SIS,SO

CS,S

S

BR

BR&GR

BR

1O

08-11-2006

LONG. 905954.7

FIELD BOOK NO. 8083

MVBB-148-06

LAT. 323658.2

LL WD G.S.E. 93.7PL

CH

CL

ML

H

VST,RT

VST

VST

VST

SIS,M

S

S

S

FW

FW

BR

BR&GR

BR

1O

08-11-2006

LONG. 905951.5

FIELD BOOK NO. 8083

MVBB-149-06

LAT. 323657.3

LL WD G.S.E. 93.2PL

CH

CL

ML

H

VST

ST

ST

ST

M

SIS,M

CS,S

S

BR

GR&BR

BR

BR&GR

BR

BR&GR

1O

08-10-2006

LONG. 905948.1

FIELD BOOK NO. 8083

MVBB-150-06

LAT. 323656.4

LL WD G.S.E. 92.2PL

CH

CH

ML

H

SIS,VST

VST

ST

S

S

S

S

S

FW

BR

GR&BR

BR

1O

08-11-2006

LONG. 905957.4

FIELD BOOK NO. 8083

MVBB-151-06

LAT. 323702.1

LL WD G.S.E. 94.1PL

CH

CL

SM

H

VST

VST

ST

M

BR

BR&GR

BR

1O

08-11-2006

LONG. 905954.1

FIELD BOOK NO. 8083

MVBB-152-06

LAT. 323701.2

LL WD G.S.E. 93.9PL

CH

CL

ML

ML

H

H

VST

VST

S

S

S

FW

BR

BR&GR

BR

1O

08-11-2006

LONG. 905950.7

FIELD BOOK NO. 8083

MVBB-153-06

LAT. 323700.3

LL WD G.S.E. 92.4PL

ML

H

VST

VST

VST

VST

VST

BR

BR&GR

GR&BR

BR

1O

08-11-2006

LONG. 905948.3

FIELD BOOK NO. 8083

MVBB-154-06

LAT. 323659.6

LL WD G.S.E. 92.5PL

CH

CH

ML

SM

H

VST

VST

VST

SIS,M

S

S

BR

BR&GR

BR

1O

08-12-2006

LONG. 905953.3

FIELD BOOK NO. 8083

MVBB-155-06

LAT. 323704.1

LL WD G.S.E. 93.8PL

100100

CH

ML

ML

ML

ML

H

ST

ST

ST

ST

S

S

CS,S

S

FW

BR

1O

08-12-2006

LONG. 905953.3

FIELD BOOK NO. 8083

MVBB-156-06

LAT. 323704.1

LL WD G.S.E. 93.1PL

CH

CH

SM

ML

H

VST

VST

VST

SIS,VST

SIS,M

S

BR

1O

08-12-2006

LONG. 905950

FIELD BOOK NO. 8083

MVBB-157-06

LAT. 323703.2

LL WD G.S.E. 93.5PL

CH

CL

ML

CL

ML

H

VST

VST

VST

ST

M

S

S

BR

BR&GR

BR

1O

08-12-2006

LONG. 905956.1

FIELD BOOK NO. 8083

MVBB-158-06

LAT. 323707.8

LL WD G.S.E. 93.2PL

CH

CL

ML

SM

H,RT,VEG

VST

VST

ST

ST

SIS,M

S

BR

1O

08-12-2006

LONG. 905952.7

FIELD BOOK NO. 8083

MVBB-159-06

LAT. 323707

LL WD G.S.E. 93.4PL

CH

CH

ML

ML

SM

H,RT,VEG

VST

ST

ST

ST

SIS,M

S

S

BR

1O

08-12-2006

LONG. 905949.3

FIELD BOOK NO. 8083

MVBB-160-06

LAT. 323706

LL WD G.S.E. 92.6PL

CH

SM

H,VEG,RT

VST

ST

ST

ST

ST

ST

ST

BR

BR&GR

BR

1O

08-12-2006

LONG. 905955.3

FIELD BOOK NO. 8083

MVBB-161-06

LAT. 323710.8

LL WD G.S.E. 92.2PL

CH

CL

CH

CL

H,RT,VEG

VST

VST

ST

ST

ST

M

SO

SS,SO

BR

GR&BR

BR

GR&BR

BR&GR

1O

08-12-2006

LONG. 905952.1

FIELD BOOK NO. 8083

MVBB-162-06

LAT. 323709.1

LL WD G.S.E. 92.5PL

CH

CL

CL

H,VEG,RT

VST

VST

ST

ST

SO

SO

SO

SIS,SO

BR

1O

08-12-2006

LONG. 905948.7

FIELD BOOK NO. 8083

MVBB-163-06

LAT. 323710

LL WD G.S.E. 93.3PL

100 100

CH

ML

ML

ML

ML

H

ST

ST

ST

ST

S

S

CS,S

S

FW

BR

1O

08-12-2006

LONG. 905953.3

FIELD BOOK NO. 8083

MVBB-156-06

LAT. 323704.1

LL WD G.S.E. 93.1PL

CH

CH

SM

ML

H

VST

VST

VST

SIS,VST

SIS,M

S

BR

1O

08-12-2006

LONG. 905950

FIELD BOOK NO. 8083

MVBB-157-06

LAT. 323703.2

LL WD G.S.E. 93.5PL

CH

CL

ML

CL

ML

H

VST

VST

VST

ST

M

S

S

BR

BR&GR

BR

1O

08-12-2006

LONG. 905956.1

FIELD BOOK NO. 8083

MVBB-158-06

LAT. 323707.8

LL WD G.S.E. 93.2PL

CH

CL

ML

SM

H,RT,VEG

VST

VST

ST

ST

SIS,M

S

BR

1O

08-12-2006

LONG. 905952.7

FIELD BOOK NO. 8083

MVBB-159-06

LAT. 323707

LL WD G.S.E. 93.4PL

CH

CH

ML

ML

SM

H,RT,VEG

VST

ST

ST

ST

SIS,M

S

S

BR

1O

08-12-2006

LONG. 905949.3

FIELD BOOK NO. 8083

MVBB-160-06

LAT. 323706

LL WD G.S.E. 92.6PL

CH

SM

H,VEG,RT

VST

ST

ST

ST

ST

ST

ST

BR

BR&GR

BR

1O

08-12-2006

LONG. 905955.3

FIELD BOOK NO. 8083

MVBB-161-06

LAT. 323710.8

LL WD G.S.E. 92.2PL

CH

CL

CH

CL

H,RT,VEG

VST

VST

ST

ST

ST

M

SO

SS,SO

BR

GR&BR

BR

GR&BR

BR&GR

1O

08-12-2006

LONG. 905952.1

FIELD BOOK NO. 8083

MVBB-162-06

LAT. 323709.1

LL WD G.S.E. 92.5PL

CH

CL

CL

H,VEG,RT

VST

VST

ST

ST

SO

SO

SO

SIS,SO

BR

1O

08-12-2006

LONG. 905948.7

FIELD BOOK NO. 8083

MVBB-163-06

LAT. 323710

LL WD G.S.E. 93.3PL

100 100

CH

ML

ML

ML

ML

H

ST

ST

ST

ST

S

S

CS,S

S

FW

BR

1O

08-12-2006

LONG. 905953.3

FIELD BOOK NO. 8083

MVBB-156-06

LAT. 323704.1

LL WD G.S.E. 93.1PL

CH

CH

SM

ML

H

VST

VST

VST

SIS,VST

SIS,M

S

BR

1O

08-12-2006

LONG. 905950

FIELD BOOK NO. 8083

MVBB-157-06

LAT. 323703.2

LL WD G.S.E. 93.5PL

CH

CL

ML

CL

ML

H

VST

VST

VST

ST

M

S

S

BR

BR&GR

BR

1O

08-12-2006

LONG. 905956.1

FIELD BOOK NO. 8083

MVBB-158-06

LAT. 323707.8

LL WD G.S.E. 93.2PL

CH

CL

ML

SM

H,RT,VEG

VST

VST

ST

ST

SIS,M

S

BR

1O

08-12-2006

LONG. 905952.7

FIELD BOOK NO. 8083

MVBB-159-06

LAT. 323707

LL WD G.S.E. 93.4PL

CH

CH

ML

ML

SM

H,RT,VEG

VST

ST

ST

ST

SIS,M

S

S

BR

1O

08-12-2006

LONG. 905949.3

FIELD BOOK NO. 8083

MVBB-160-06

LAT. 323706

LL WD G.S.E. 92.6PL

CH

SM

H,VEG,RT

VST

ST

ST

ST

ST

ST

ST

BR

BR&GR

BR

1O

08-12-2006

LONG. 905955.3

FIELD BOOK NO. 8083

MVBB-161-06

LAT. 323710.8

LL WD G.S.E. 92.2PL

CH

CL

CH

CL

H,RT,VEG

VST

VST

ST

ST

ST

M

SO

SS,SO

BR

GR&BR

BR

GR&BR

BR&GR

1O

08-12-2006

LONG. 905952.1

FIELD BOOK NO. 8083

MVBB-162-06

LAT. 323709.1

LL WD G.S.E. 92.5PL

CH

CL

CL

H,VEG,RT

VST

VST

ST

ST

SO

SO

SO

SIS,SO

BR

1O

08-12-2006

LONG. 905948.7

FIELD BOOK NO. 8083

MVBB-163-06

LAT. 323710

LL WD G.S.E. 93.3PL

100 100

CL

ML

BR

vSt

St

M

M

08-09-2010

1O D

LONG. 905955.9

LAT. 323713.6

LL W

FIELD BOOK NO. B.B. 8132

MVBB-164

93.8G.S.E.PL

CL

ML

DBR

BR

40 St

St

M

M

08-09-2010

1O D

LONG. 905955.9

LAT. 323716.3

LL W

FIELD BOOK NO. B.B. 8132

MVBB-165

95.0G.S.E.PL

ML

DBR

BR

St

St

St

St

M

08-09-2010

1O D

LONG. 905957.5

LAT. 323719.3

LL W

FIELD BOOK NO. B.B. 8132

MVBB-166

95.1G.S.E.PL

CL

CL

ML

DBR

BR

vSt vSt

St

08-02-2010

1O D

LONG. 910000.3

LAT. 323634.9

LL W

FIELD BOOK NO. B.B. 8132

MVBB-167

93.7G.S.E.PL

CL

ML

BR

BR&GR

GR

vSt vSt

St vSt

08-02-2010

1O D

LONG. 910000.9

LAT. 323631.8

LL W

FIELD BOOK NO. B.B. 8132

MVBB-168

93.5G.S.E.PL

CL

BR

BR&GR

BR

vSt

08-03-2010

1O D

LONG. 910001.5

LAT. 323628.8

LL W

FIELD BOOK NO. B.B. 8132

MVBB-169

94.8G.S.E.PL

CL

ML

DBR

BR

07-29-2010

1O D

LONG. 910005.7

LAT. 323627.6

LL W

FIELD BOOK NO. B.B. 8132

MVBB-170

93.5G.S.E.PL

CL

ML

BR

07-28-2010

1O D

LONG. 910006.3

LAT. 323623.9

LL W

FIELD BOOK NO. B.B. 8132

MVBB-171

93.8G.S.E.PL

B-203

M R

L

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E L E

V A

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E L E

V A

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IO

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LONG. 910007

LAT. 323620.9

LL W

FIELD BOOK NO. B.B. 8132

MVBB-172

93.3G.S.E.PL

CL

ML

BR&GR

08-05-2010

1O D

LONG. 910008.7

LAT. 323617.9

LL W

FIELD BOOK NO. B.B. 8132

MVBB-173

86.6G.S.E.PL

CL

ML

19 BR33

07-28-2010

1O D

LONG. 910009.6

LAT. 323624.2

LL W

FIELD BOOK NO. B.B. 8132

MVBB-174

93.9G.S.E.PL

CL

ML

DBR

LBR

BR

07-27-2010

1O D

LONG. 910010.3

LAT. 323621.2

LL W

FIELD BOOK NO. B.B. 8132

MVBB-175

93.9G.S.E.PL

CL

ML

SM

DBR

BR

St

07-27-2010

1O D

LONG. 910011

LAT. 323618.2

LL W

FIELD BOOK NO. B.B. 8132

MVBB-176

96.7G.S.E.PL

CL

ML

DBR

GR

GR&R

BR

St

St

St

08-04-2010

1O D

LONG. 905956.8

LAT. 323134.5

LL W

FIELD BOOK NO. B.B. 8132

MVBB-177

93.5G.S.E.PL

CL

ML

DBR

BR

St

So

So

08-04-2010

1O D

LONG. 905957.5

LAT. 323631.5

LL W

FIELD BOOK NO. B.B. 8132

MVBB-178

93.0G.S.E.PL

CL

ML

CL

ML

DBR

BR

St

St

08-03-2010

1O D

LONG. 905958.1

LAT. 323628.5

LL W

FIELD BOOK NO. B.,B. 8132

MVBB-179

93.4G.S.E.PL

90 90

ML27

BR&LGR

BR

08-05-2010

1O D

LONG. 905958.9

LAT. 323625.5

LL W

FIELD BOOK NO. B.B. 8132

MVBB-180

86.5G.S.E.PL

CL

ML

BR

BR&GR

GR&BR

GR

vSt

08-02-2010

1O D

LONG. 910003.7

LAT. 323636.4

LL W

FIELD BOOK NO. B.B. 8132

MVBB-181

92.2G.S.E.PL

CL

SM

DBR

BR

07-29-2010

1O D

LONG. 910004.4

LAT. 323633.3

LL W

FIELD BOOK NO. B.B. 8132

MVBB-182

93.8G.S.E.PL

CL

ML

DBR

BR

07-29-2010

1O D

LONG. 910005

LAT. 323630.3

LL W

FIELD BOOK NO. B.B. 8132

MVBB-183

94.6G.S.E.PL

CL

ML

BR

BR&GR

BR

St

St

08-03-2010

1O D

LONG. 910002.3

LAT. 323626.7

LL W

FIELD BOOK NO. B.B. 8132

MVBB-184

94.3G.S.E.PL

CL

ML

DBR

BR

08-03-2010

1O D

LONG. 910003.1

LAT. 323623.6

LL W

FIELD BOOK NO. B.B. 8132

MVBB-185

93.6G.S.E.PL

ML25

27 BR39

08-05-2010

1O D

LONG. 910003.7

LAT. 323620.6

LL W

FIELD BOOK NO. B.B. 8132

MVBB-186

90.0G.S.E.PL

CL

ML

DBR

BR

42 vSt vSt

St

08-10-2010

1O D

LONG. 905949

LAT. 323712.4

LL W

FIELD BOOK NO. B.B. 8132

MVBB-187

92.8G.S.E.PL

CL

ML

DBR

BR

vSt vSt

St

St

08-10-2010

1O D

LONG. 905949.9

LAT. 323715.1

LL W

FIELD BOOK NO. B.B. 8132

MVBB-188

93.9G.S.E.PL

CL

ML

DBR

BR

St

St

St

St

08-10-2010

1O D

LONG. 905952.5

LAT. 323713

LL W

FIELD BOOK NO. B.B. 8132

MVBB-189

93.4G.S.E.PL

CL

ML

DBR

BR

vSt

St

St

08-10-2010

1O D

LONG. 905953.4

LAT. 323715.7

LL W

FIELD BOOK NO. B.B. 8132

MVBB-190

94.3G.S.E.PL

CL

ML

DBR

BR

vSt

St

St

St

08-10-2010

1O D

LONG. 905954.18

LAT. 323718.8

LL W

FIELD BOOK NO. B.B. 8132

MVBB-191

94.9G.S.E.PL

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R R

O W B

O R

IN

G P

R O

F

IL

E S

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M R

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IDENTIFICATION

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D of Engineers

US Army Corps

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12-16-2014

1O D

LONG. 90.98309

LAT. 32.60817

LL W

FIELD BOOK NO. B.B. 8207

465-1-14

91.6G.S.E.PL

CH

CH

CH

CL

ML

CH

GR

BR

GR

St

SIS,St

SIS

CS

CS

CS

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12-15-2014

1O D

LONG. 90.98416

LAT. 32.60812

LL W

FIELD BOOK NO. B.B. 8207

465-2-14

91.5G.S.E.PL

CH

CH

CH

ML

CH

GR

vSt vSt

St

CS

SIS,M

SIS,M

SIS,vSo

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SIS,vSo

12-15-2014

1O D

LONG. 90.98508

LAT. 32.6082

LL W

FIELD BOOK NO. B.B. 8207

465-3-14

91.9G.S.E.PL

CH

CH

CH

CH

GR

vSt vSt

St

SIS,M

SIS,vSo

SIS,M

M

St

SIS,St

12-15-2014

1O D

LONG. 90.98605

LAT. 32.60322

LL W

FIELD BOOK NO. B.B. 8207

465-4-14

89.8G.S.E.PL

CH

CH

CH

CL

ML

FW

FW

GR

SIS,vSt

SIS,vSt,SL vSt

St

St

St vSo

CS

CS

12-15-2014

1O D

LONG. 90.98704

LAT. 32.60819

LL W

FIELD BOOK NO. B.B. 8207

465-5-14

88.2G.S.E.PL

CH

CH

CH

CH

CL

SM

FW

FW

GR

RT

SIS

SIS

SIS

CS

CS

CS

12-15-2014

1O D

LONG. 90.98794

LAT. 32.60833

LL W

FIELD BOOK NO. B.B. 8207

465-6-14

86.3G.S.E.PL

CH

CH

CH

CH

CH

ML

FW

FW

FW

GR

SIS,vSt vSt

SIS,vSt

SIS,vSt

St

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12-15-2014

1O D

LONG. 90.98878

LAT. 32.60817

LL W

FIELD BOOK NO. B.B. 8207

465-7-14

91.3G.S.E.PL

CH

CH

ML

FW

FW

FW

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CS

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CS

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12-15-2014

1O D

LONG. 90.98996

LAT. 32.60838

LL W

FIELD BOOK NO. B.B.8207

465-8-14

90.4G.S.E.PL

65 65

CH

CH

CL

CH

GR

vSt,OX

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CS

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12-08-2014

1O D

LONG. 90.98418

LAT. 32.60738

LL W

FIELD BOOK NO. B.B. 8207

465-10-14

91.9G.S.E.PL

CH

CH

CH

ML

CL

CL

GR

vSt

SIS,vSt

SIS,M

SIS,M

CS

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SIS,vSo

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12-18-2014

1O D

LONG. 90.98498

LAT. 32.60741

LL W

FIELD BOOK NO. B.B. 8207

465-11-14

92.4G.S.E.PL

CH

CH

CH

CH

CH

ML

CH

GR

GR&R

GR

SIS,vSt vSt

SIS,St

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M,WD

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12-22-2014

1O D

LONG. 90.98598

LAT. 32.60735

LL W

FIELD BOOK NO. B.B. 8207

465-12-14

91.2G.S.E.PL

CH

CH

CL

CH

CH

GR

H

St

St

St

M

M

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St

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12-22-2014

1O D

LONG. 90.98698

LAT. 32.60732

LL W

FIELD BOOK NO. B.B. 8207

465-13-14

91.9G.S.E.PL

CH

CH

CH

CH

ML

FW

GR

vSt vSt vSt

SIS,vSt

SIS,vSt

SIS,vSt

M

M

12-22-2014

1O D

LONG. 90.98797

LAT. 32.60728

LL W

FIELD BOOK NO. B.B. 8207

465-14-14

87.9G.S.E.PL

CH

CH

ML

CH

CH

GR

GR&R

GR

vSt vSt vSt vSt vSt

M

CS

SIS,M

SIS

12-22-2014

1O D

LONG. 90.98901

LAT. 32.60735

LL W

FIELD BOOK NO. B.B. 8207

465-15-14

86.6G.S.E.PL

CH

CH

ML

FW

GR

vSt vSt

St

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CS

CS

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CS

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12-23-2014

1O D

LONG. 90.98998

LAT. 32.60732

LL W

FIELD BOOK NO. B.B. 8207

465-16-14

89.1G.S.E.PLCH

CH

CH

CL

ML

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12-16-2014

1O D

LONG. 90.98313

LAT. 32.60748

LL W

FIELD BOOK NO. B.B. 8207

465-9-14

90.6G.S.E.PL

CH

CH

ML

CL

CH

GR

vSt vSt

St vSt

CS

CS

SIS,M

vSo vSo

12-16-2014

1O D

LONG. 90.98315

LAT. 32.60659

LL W

FIELD BOOK NO. B.B. 8207

465-17-14

85.6G.S.E.PL

CH

CH

ML

CL

GR

vSt

SIS,vSt

SIS,vSt

SIS,St

CS

CS

CS

SIS,vSo

SIS,vSo

12-16-2014

1O D

LONG. 90.98414

LAT. 32.60625

LL W

FIELD BOOK NO. B.B. 8207

465-18-14

90.3G.S.E.PL CH

CH

CL

CL

ML

CL

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GR

BR

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vSt vSt

SIS,vSo

SIS,vSO

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12-16-2014

1O D

LONG. 90.98511

LAT. 32.60657

LL W

FIELD BOOK NO. B.B. 8207

465-19-14

91.2G.S.E.PL

CH

CH

CL

CH

GR

vSt vSt

SIS,St

SIS,St

SIS,vSo

SIS,vSo

CS

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SIS,M

12-17-2014

1O D

LONG. 90.98606

LAT. 32.60642

LL W

FIELD BOOK NO. B.B. 8207

465-20-14

91.9G.S.E.PL

CH

CH

CL

ML

CH

GR

SIS,vSt

SIS,vSt

SIS,St

SIS,vSo

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CS

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12-17-2014

1O D

LONG. 90.98701

LAT. 32.60636

LL W

FIELD BOOK NO. B.B. 8207

465-21-14

91.1G.S.E.PL

CH

CH

CL

CH

GR

vSt vSt

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SIS,St

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12-18-2014

1O D

LONG. 90.988

LAT. 32.60661

LL W

FIELD BOOK NO. B.B. 8207

465-22-14

90.2G.S.E.PL

CH

CH

GR

St vSt vSt

St

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12-17-2014

1O D

LONG. 90.98907

LAT. 32.60648

LL W

FIELD BOOK NO. B.B. 8207

465-23-14

86.9G.S.E.PL

CH

CH

ML

FW

GR

vSt vSt

St

St

St

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M,WD

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12-22-2014

1O D

LONG. 90.98976

LAT. 32.6067

LL W

FIELD BOOK NO. B.B. 8206

465-24-14

86.1G.S.E.PL

CH

CH

ML

CH

FW

FW

GR

BR

GR

vSt vSt

St

St

CS

CS

CS

CS

vSo

12-16-2014

1O D

LONG. 90.98521

LAT. 32.60549

LL W

FIELD BOOK NO. B.B. 8207

465-25-14

90.6G.S.E.PL

CH

CH

CL

ML

CH

FW

FW

FW

FW

GR

BR

GR

vSt vSt

M

M

CS

CS

CS

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12-16-2014

1O D

LONG. 90.98608

LAT. 32.60544

LL W

FIELD BOOK NO. B.B. 8207

465-26-14

91.2G.S.E.PL

CH

CH

CL

ML

CH

GR

BR

GR

vSt vSt

St

SIS,St

CS

CS

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vSo vSo

12-17-2014

1O D

LONG. 90.98722

LAT. 33.60577

LL W

FIELD BOOK NO. B.B. 8207

465-27-14

90.5G.S.E.PL CH

CH

CL

ML

CH

GR

GR&BR

GR

vSt vSt

SIS,St

SIS,M

SIS,vSo

CS

CS

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12-17-2014

1O D

LONG. 90.98802

LAT. 32.60651

LL W

FIELD BOOK NO. B.B. 8207

465-28-14

91.5G.S.E.PL CH

CH

CL

CH

GR

GR&BR

GR

SIS,vSt

SIS,vSt

SIS,vSt

SIS,vSt

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CS,St

CS,M

CS,vSo

SIS,vSo

12-17-2014

1O D

LONG. 90.98898

LAT. 32.60568

LL W

FIELD BOOK NO. B.B. 8207

465-29-14

89.3G.S.E.PL

CH

CH

GR

GR&BR

GR

vSt vSt

St

St

St

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M

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12-17-2014

1O D

LONG. 90.99

LAT. 32.60563

LL W

FIELD BOOK NO. B.B. 8207

465-30-14

86.5G.S.E.PL

707070

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IDENTIFICATION

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O R

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R S

V

IC

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T R

IC

T

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IP

P I

A N

S I

D of Engineers

US Army Corps

Vicksburg District

D E

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N B

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-B -0

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J L T

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G le n d a J

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PI-509

PI 510

PI 511

150' VEGETATIVE BUFFER

CO

LLINS RO

AD

BORROW AREA

LIMIT OF EXCAVATION

PROPOSED ROW

EXISTING BASELINE STATION

LEGEND

EXISTING BASELINE

EXISTING UTILITY LINE

OF ROW (TYP.)

100' AROUND CORNERS

SILT FENCE EXTENDS SILT FENCE

1V ON 2H

1V ON 2H

A

NOT TO SCALEC-104

AREA

RIVERSIDE BORROW

SECTION

REQUIREMENTS.

SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND

PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE

AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK OPERATIONS, METHODS,

BUT ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS,

9. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT

IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN EXISTING SOIL STABILITY.

INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL BE UTILIZED AT ANY POINT

OF THE RECEIVING BODY BELOW THE WATER SURFACE(5' MINIMUM OR BOTTOM) AS TO

SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM THE WATER'S EDGE

PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF DISCHARGE

ALBEMARLE AS NECESSARY USING ENCLOSED CONDUITS. INLET LINES SHALL ONLY

ACCESSWAYS TO PUMP EXCESS WATER FROM THE BORROW AREA TO LAKE

OVERBANK PUMPING IS PROHIBITED. THE CONTRACTOR SHALL USE ADEQUATE 8.

MEASURE TO SUPPLEMENT EXISTING VEGETATIVE BUFFERS.

OLD BORROW PITS SHALL BE USED AS A SECONDARY EROSION CONTROL 7.

BE IN COORDINATION WITH THE CONTRACTING OFFICER.

EXCAVATION IS TO BE REMOVED FROM THE CONSTRUCTION BORROW AREA AND SHALL

THESE EROSION CONTROL MEASURE SHALL BE IMPLEMENTED BEFORE ANY BORROW

FROM EXITING THE LIMITS OF EXCAVATION.

ANY SEDIMENT RUNOFF AND PREVENT ANY STORM WATER

AND SHALL PROGRESS IN SUCH A MANNER AS TO COLLECT

FROM THE LINES AND GRADES AS SHOWN ON THE DRAWINGS

6. THE DIVERSION CHANNEL EXCAVATION SHALL COMMENCE

ROADS TO MINIMIZE OFF ROAD TRACKING.

ACCESS POINTS FROM DISTURBED AREAS TO PAVED

5. USE THE CONSTRUCTION ENTRANCE/EXITS AT ALL

4. ELEVATIONS SHOWN ARE REFERENCED TO N.A.V.D. 88.

SHALL REQUIRE APPROVAL FROM THE CONTRACTING OFFICER.

OF TREES, BRUSH, ETC. WITHIN THESE ACCESSWAYS

PROVIDE A ROUTE FOR PUMPING. ANY DISTURBANCE

AND SHOULD BE DISTURBED ONLY AS NEEDED TO

THESE ACCESS LOCATIONS ARE TO REMAIN UNCLEARED

PARAGRAPH 3.2.2 FOR MORE SPECIFIC INFORMATION.

SEE SPECIFICATION SECTION 31 23 00.00 09,

DRAINED AND FREE OF WATER DURING EXCAVATION.

SOLE PURPOSE OF KEEPING THE BORROW PIT

LAND OWNER. THESE ACCESSWAYS ARE FOR THE

SHALL SECURE ADDITIONAL ROW AS NEEDED FROM

TOP BANK OF LAKE ALBAMARLE. THE CONTRACTOR

ACCESSWAYS FROM LIMITS OF BORROW AREA TO

3. THE CONTRACTOR SHALL UTILIZE ADEQUATE

APPROXIMATELY 240 FEET.

EXISTING STATION MARKERS ON THE LEVEE BY

STATIONING. THIS STATIONING DIFFERS FROM THE

PLAN REFERS TO THE EXISTING 1975 LEVEE BASELINE

2. THE LEVEE STATIONING SHOWN ON THE SITE

THE BORROW AREA RIGHT OF WAY AS SHOWN.

OPERATIONS AT A MINIMUM 10 FOOT OFFSET INSIDE

1. CONTRACTOR SHALL BEGIN EXCAVATION

NOTES:

REQUIREMENTS.

SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND

PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE

AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK OPERATIONS, METHODS,

BUT ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS,

9. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT

IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN EXISTING SOIL STABILITY.

INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL BE UTILIZED AT ANY POINT

OF THE RECEIVING BODY BELOW THE WATER SURFACE(5' MINIMUM OR BOTTOM) AS TO

SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM THE WATER'S EDGE

PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF DISCHARGE

ALBEMARLE AS NECESSARY USING ENCLOSED CONDUITS. INLET LINES SHALL ONLY

ACCESSWAYS TO PUMP EXCESS WATER FROM THE BORROW AREA TO LAKE

OVERBANK PUMPING IS PROHIBITED. THE CONTRACTOR SHALL USE ADEQUATE 8.

MEASURE TO SUPPLEMENT EXISTING VEGETATIVE BUFFERS.

OLD BORROW PITS SHALL BE USED AS A SECONDARY EROSION CONTROL 7.

BE IN COORDINATION WITH THE CONTRACTING OFFICER.

EXCAVATION IS TO BE REMOVED FROM THE CONSTRUCTION BORROW AREA AND SHALL

THESE EROSION CONTROL MEASURE SHALL BE IMPLEMENTED BEFORE ANY BORROW

FROM EXITING THE LIMITS OF EXCAVATION.

ANY SEDIMENT RUNOFF AND PREVENT ANY STORM WATER

AND SHALL PROGRESS IN SUCH A MANNER AS TO COLLECT

FROM THE LINES AND GRADES AS SHOWN ON THE DRAWINGS

6. THE DIVERSION CHANNEL EXCAVATION SHALL COMMENCE

ROADS TO MINIMIZE OFF ROAD TRACKING.

ACCESS POINTS FROM DISTURBED AREAS TO PAVED

5. USE THE CONSTRUCTION ENTRANCE/EXITS AT ALL

4. ELEVATIONS SHOWN ARE REFERENCED TO N.A.V.D. 88.

SHALL REQUIRE APPROVAL FROM THE CONTRACTING OFFICER.

OF TREES, BRUSH, ETC. WITHIN THESE ACCESSWAYS

PROVIDE A ROUTE FOR PUMPING. ANY DISTURBANCE

AND SHOULD BE DISTURBED ONLY AS NEEDED TO

THESE ACCESS LOCATIONS ARE TO REMAIN UNCLEARED

PARAGRAPH 3.2.2 FOR MORE SPECIFIC INFORMATION.

SEE SPECIFICATION SECTION 31 23 00.00 09,

DRAINED AND FREE OF WATER DURING EXCAVATION.

SOLE PURPOSE OF KEEPING THE BORROW PIT

LAND OWNER. THESE ACCESSWAYS ARE FOR THE

SHALL SECURE ADDITIONAL ROW AS NEEDED FROM

TOP BANK OF LAKE ALBAMARLE. THE CONTRACTOR

ACCESSWAYS FROM LIMITS OF BORROW AREA TO

3. THE CONTRACTOR SHALL UTILIZE ADEQUATE

APPROXIMATELY 240 FEET.

EXISTING STATION MARKERS ON THE LEVEE BY

STATIONING. THIS STATIONING DIFFERS FROM THE

PLAN REFERS TO THE EXISTING 1975 LEVEE BASELINE

2. THE LEVEE STATIONING SHOWN ON THE SITE

THE BORROW AREA RIGHT OF WAY AS SHOWN.

OPERATIONS AT A MINIMUM 10 FOOT OFFSET INSIDE

1. CONTRACTOR SHALL BEGIN EXCAVATION

NOTES:

EXISTING GROUND

R /W L

IM

IT

B

O R

R O

W A

R

A

EL. 84.0

EXCAVATION DEPTH

EL. 84.0

EXCAVATION DEPTH

MATERIAL AVAILABLE FOR BORROW

I S S A Q U E N A C O U N T Y

M I S S I S S I P P I

L A

N

,1

,0

N

,1

,0

N

,1

,0

E 2,0

,00

E 2,0

,00

N

,1

,0

100'

12 13

E 2091450.77

N 1130495.46

E 2091567.91

N 1130453.20

E 2091786.03

N 1131772.66 E 2092314.64

N 1133074.48

E 2092474.88

N 1135231.73

E

7.

.8

2.

3.

E 2090505.18

N 1129789.55

E 209 0042.5

2 N 1129 842.18

7 E

.2

.7

1.

.1

5.

3.

4 E

1.2

6.

E 2091428.46

N 1135477.58

E 2091229.53

N 1135762.64

E

8.

7.

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10' OFFSET 150' VEGETATIVE BUFFER

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IDENTIFICATION

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US Army Corps

U .S

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US Army Corps

D E

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A

A

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A

A

A

A

A

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A

A

A

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550'

550'

300'

300'

335'

.5

RIVERSIDE BORROW AREA

'3

SCALE: 1" = 400'

E X

C A

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LAKE ALBEMARLE

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P T

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PC

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PI

S T

A

P I

P C

P T

0+00

POB

3+00

2+50

1+50

1+00

0+50

2+00

RAMP 2

RAMP 1

RAMP 1RAMP 2

SCALE: 1"=50'

0+00 2+00 4+00

0+00 2+00 4+00

EXISTING BASELINE

NEW LEVEE CENTERLINE

N

Tangent Length: 52.7885

Tangent Direction: N 53^20'13.7689" E

POE ( ) 298.46 1140578.10 2091065.62

PT ( ) 245.67 1140546.57 2091023.28

Element: Linear

Tangent Direction: N 53^20'13.7689" E

Radial Direction: S 36^39'46.2311" E

Chord Direction: N 37^31'55.0610" E

Radial Direction: S 68^16'23.6469" E

Tangent Direction: N 21^43'36.3531" E

External: 6.9404

Middle Ordinate: 6.6780

Chord: 96.2193

Tangent: 50.0000

Length: 97.4505

Degree of Curvature(Arc): 32^26'14.5272"

Delta: 31^36'37.4158" Right

Radius: 176.6351

PT ( ) 245.67 1140546.57 2091023.28

CC ( ) 1140404.88 2091128.75

PI ( ) 198.22 1140516.72 2090983.17

PC ( ) 148.22 1140470.27 2090964.66

Element: Circular

Tangent Length: 148.2213

Tangent Direction: N 21^43'36.3531" E

PC ( ) 148.22 1140470.27 2090964.66

POB ( ) 0.00 1140332.58 2090909.79

Element: Linear

STATION NORTHING EASTING

Style: Default

Description: Upper End LS ramp

Horizontal Alignment Name: MRL 465 Ramp 2

Description:

Project Name: 465-L Centerline

Tangent Length: 137.8053

Tangent Direction: S 29^05'46.8797" E

POE ( ) 349.75 1140605.54 2091063.92

PT ( ) 211.95 1140725.95 2090996.91

Element: Linear

Tangent Direction: S 29^05'46.8797" E

Radial Direction: S 60^54'13.1203" W

Chord Direction: S 36^09'56.7483" E

Radial Direction: S 46^45'53.3831" W

Tangent Direction: S 43^14'06.6169" E

External: 2.4708

Middle Ordinate: 2.4520

Chord: 79.3918

Tangent: 40.0000

Length: 79.5936

Degree of Curvature(Arc): 17^45'49.5179"

Delta: 14^08'19.7372" Right

Radius: 322.5432

PT ( ) 211.95 1140725.95 2090996.91

CC ( ) 1140569.11 2090715.07

PI ( ) 172.35 1140760.91 2090977.46

PC ( ) 132.35 1140790.05 2090950.06

Element: Circular

Tangent Length: 132.3515

Tangent Direction: S 43^14'06.6169" E

PC ( ) 132.35 1140790.05 2090950.06

POB ( ) 0.00 1140886.47 2090859.40

Element: Linear

STATION NORTHING EASTING

Style: Default

Description: Upper End LS ramp 1

Horizontal Alignment Name: MRL 465 Ramp 1

Description:

Project Name: 465-L Centerline

RAMP 1

CONTROL LINE DATA

RAMP 2

CONTROL LINE DATA

STATIONING IN FEET STATIONING IN FEET

ROADWAY ADDITION (EAST EDGE)

OF PAVEMENT

EXISTING EDGE

OF PAVEMENT

EXISTING EDGE

18'

0.56 TONS/LF CRUSHED STONE SURFACING

1V

ON 4

H 1V ON 4H

SEMI-COMPACTED FILL

EXISTING GROUND

SCALE: 1"=50'

STA 8148+35 AND STA 8152+80

LANDSIDE RAMPS

TYPICAL RAMP SECTION

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IDENTIFICATION

SHEET

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US Army Corps

U .S

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US Army Corps

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ALONG NEW LEVEE CENTERLINE

CROSS SECTIONS ARE

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8143+03

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8144+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8145+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8146+00

EXISTING GROUND

NET GRADE

LEGEND

EMBANKMENT

EMBANKMENT

COMPACTED

E L E

V A

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IO

N I

N F

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N .G .V .D

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ALONG NEW LEVEE CENTERLINE

CROSS SECTIONS ARE

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8147+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8148+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8149+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8150+00

EXISTING GROUND

NET GRADE

LEGEND

EMBANKMENT

EMBANKMENT

COMPACTED

E L E

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U .S

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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8151+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8152+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8153+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8154+00

EXISTING GROUND

NET GRADE

LEGEND

EMBANKMENT

EMBANKMENT

COMPACTED

E L E

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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8155+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8156+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8157+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8158+00

EXISTING GROUND

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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8159+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8160+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8161+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8162+00

EXISTING GROUND

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EMBANKMENT

EMBANKMENT

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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8163+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8164+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8165+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8166+00

EXISTING GROUND

NET GRADE

LEGEND

EMBANKMENT

EMBANKMENT

COMPACTED

E L E

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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8167+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8168+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8169+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8170+00

EXISTING GROUND

NET GRADE

LEGEND

EMBANKMENT

EMBANKMENT

COMPACTED

E L E

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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8171+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8172+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8173+00

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600

8174+00

EXISTING GROUND

NET GRADE

LEGEND

EMBANKMENT

EMBANKMENT

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D E

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

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S D x x x .d g n of Engineers

US Army Corps

Vicksburg District

D E

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IG

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H

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