amendment_0001.pdf
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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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SO
SIS,SO
SO,S
BR
GR&BR
GR
BR
1O
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
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CL
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07-28-2010
1O D
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
B O
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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
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12-15-2014
1O D
LONG. 90.98416
LAT. 32.60812
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465-2-14
91.5G.S.E.PL
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1O D
LONG. 90.98508
LAT. 32.6082
LL W
FIELD BOOK NO. B.B. 8207
465-3-14
91.9G.S.E.PL
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12-15-2014
1O D
LONG. 90.98605
LAT. 32.60322
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FIELD BOOK NO. B.B. 8207
465-4-14
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12-15-2014
1O D
LONG. 90.98704
LAT. 32.60819
LL W
FIELD BOOK NO. B.B. 8207
465-5-14
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12-15-2014
1O D
LONG. 90.98794
LAT. 32.60833
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FIELD BOOK NO. B.B. 8207
465-6-14
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12-15-2014
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LONG. 90.98878
LAT. 32.60817
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465-7-14
91.3G.S.E.PL
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12-15-2014
1O D
LONG. 90.98996
LAT. 32.60838
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FIELD BOOK NO. B.B.8207
465-8-14
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12-08-2014
1O D
LONG. 90.98418
LAT. 32.60738
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FIELD BOOK NO. B.B. 8207
465-10-14
91.9G.S.E.PL
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12-18-2014
1O D
LONG. 90.98498
LAT. 32.60741
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FIELD BOOK NO. B.B. 8207
465-11-14
92.4G.S.E.PL
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12-22-2014
1O D
LONG. 90.98598
LAT. 32.60735
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FIELD BOOK NO. B.B. 8207
465-12-14
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12-22-2014
1O D
LONG. 90.98698
LAT. 32.60732
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FIELD BOOK NO. B.B. 8207
465-13-14
91.9G.S.E.PL
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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
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12-22-2014
1O D
LONG. 90.98901
LAT. 32.60735
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FIELD BOOK NO. B.B. 8207
465-15-14
86.6G.S.E.PL
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12-23-2014
1O D
LONG. 90.98998
LAT. 32.60732
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FIELD BOOK NO. B.B. 8207
465-16-14
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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
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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
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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
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vSt vSt
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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
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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
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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
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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
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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
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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
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CH
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BR
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vSt vSt
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CS
CS
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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
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FW
FW
FW
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GR
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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
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CH
CL
ML
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BR
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CS
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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
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SIS,vSo
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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
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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
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CH
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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
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IDENTIFICATION
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®of Engineers
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D of Engineers
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Vicksburg District
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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.
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2.
3.
E 2090505.18
N 1129789.55
E 209 0042.5
2 N 1129 842.18
7 E
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1.
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5.
3.
4 E
1.2
6.
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N 1135477.58
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N 1135762.64
E
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10' OFFSET
10' OFFSET 150' VEGETATIVE BUFFER
R/W
100'
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R
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N D
M E
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1 DELETED STRAY LINE
S O
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N N
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D A
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M A
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D E
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IP
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IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
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E E
R S
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B U
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D of Engineers
US Army Corps
D E
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IN
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W E
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-B -0
W E
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J L T
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A
A
A
A
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A
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A
A
A
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A
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T 9 N - R 8 W
550'
550'
300'
300'
335'
.5
RIVERSIDE BORROW AREA
'3
SCALE: 1" = 400'
E X
C A
V A
T
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N L
IM
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S O
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C A
V A
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S O
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LAKE
ALBEMARLE
LAKE ALBEMARLE
1+
3+50
O E
P O
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2+12
P T
1+32
PC
STA. 1+72
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
E L E
V A
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R
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M E
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S O
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IC
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N N
O
F
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E N
A M
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D W
N B
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C K
D B
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N E
D B
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S C
R
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D
2 3
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D A
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M A
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D E
S C
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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E E
R S
V
IC
K S
B U
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T R
IC
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IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
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N C
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W E
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-B -0
W E
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-C -x x x x
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F L
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M
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S
IS
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P I
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A R
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N T A
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J U
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J U
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M A
G N
A V
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T A B
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W
IC
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S
IS
S
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P O
B
V E
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R A
IN
A G
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E C
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N
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IV
IS
IO
N
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
T
IO
N I
N F
E E
T
N .G .V .D
E L E
V A
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N I
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N .G .V .D
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N I
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N .G .V .D
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N I
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N .G .V .D
E L E
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N I
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N .G .V .D
E L E
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N I
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N .G .V .D
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V A
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N I
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N .G .V .D
E L E
V A
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N I
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C-320
C R
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S S
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N S
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R
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S O
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N N
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D E
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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B U
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US Army Corps
Vicksburg District
D E
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W E
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-C -x x x x
J L T
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D C
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T R
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M
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S
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P I
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E A
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E E
S
J L T
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N L
A R
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N T A
N D B
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M S
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M
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J U
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J U
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M A
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A V
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T A B
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A G
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N
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IV
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N
C-321
C R
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S S
E C
T
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N S
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
V A
T
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N I
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N
C O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
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Vicksburg District
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C-322
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
V A
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N I
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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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US Army Corps
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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
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US Army Corps
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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
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US Army Corps
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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
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Y A
M E
N D
M E
N T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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B E
R
S
IZ
E
S U
B M
IT
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D B
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P L
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C A
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P L
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D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D G -B
S D x x x .d g n of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
J L T
B S
C
F L
O…
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