W912QR21B0012_Plans-0000.pdf
PDF 26 MB Posted
- Attached to
- Wabash River Dikes
- Solicitation number
- W912QR21B0012
About this file
This document outlines a federal contract opportunity for installation services. The Department of the Army Corps of Engineers Engineering District Louisville is soliciting bids for installation of seven stone river dikes in the Ohio River within river miles 847.5 to 849.0, with four dikes to be installed on the Illinois bank and three on the Kentucky bank. The project scope includes installation of stone dikes and bank armoring, as well as some tree clearing and excavation of the river bottom on the Illinois side. All work must be performed from the river. Bidders should be prepared to provide approximately 125,000 tons of stone for this project.
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Other files
| File | Type | Posted |
|---|---|---|
| W912QR21B0012_Plans-0003.pdf | ||
| W912QR21B0012_Specs-0003.pdf | ||
| W912QR21B0012-0002.pdf | ||
| W912QR21B0012_Photos-0001.pdf | ||
| W912QR21B0012_Specs-0000.pdf |
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C O
V E
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H E
E T of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
LOUISVILLE DISTRICT
OHIO RIVER DIKES AT WABASH CONFLUENCE
UNION COUNTY, KENTUCKY
P2 485877 (128980) FY21
W912QR21B0012
ZXXXXXXXXXX
AUGUST 2021
VOLUME # 1 OF 1
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
Reviewed by:*
Approval Recommended:*
Approved:*
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
QUALITY CONTROL
PE/A
ENGINEERING DIVISION, CHIEF
DATE
DATE
DATE
ROB HARRIS, P.E.
BILL DORSCH, P.E.
JOHN BOCK, P.E.
17 August 2021
W912QR21B0012
W
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IN
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62RIGHT OF WAY PLAN 6 OF 6RW107128980_RW_SET.DGN
61RIGHT OF WAY PLAN 5 OF 6RW106128980_RW_SET.DGN
60RIGHT OF WAY PLAN 4 OF 6RW105128980_RW_SET.DGN
59RIGHT OF WAY PLAN 3 OF 6RW104128980_RW_SET.DGN
58RIGHT OF WAY PLAN 2 OF 6RW103128980_RW_SET.DGN
57RIGHT OF WAY PLAN 1 OF 6RW102128980_RW_SET.DGN
56OVERALL RIGHT OF WAY PLANRW101128980_RW_SET.DGN
REAL ESTATE PLANS (RW)
55CROSS SECTIONS DIKE 7 STA 9+00 TO 10+50CG333128980_CG_SET.DGN
54CROSS SECTIONS DIKE 7 STA 6+00 TO 8+50CG332128980_CG_SET.DGN
53CROSS SECTIONS DIKE 7 STA 3+50 TO 5+50CG331128980_CG_SET.DGN
52CROSS SECTIONS DIKE 7 STA 0+50 TO 3+00CG330128980_CG_SET.DGN
51CROSS SECTIONS DIKE 6 STA 9+50 TO 11+00CG329128980_CG_SET.DGN
50CROSS SECTIONS DIKE 6 STA 6+50 TO 9+00CG328128980_CG_SET.DGN
49CROSS SECTIONS DIKE 6 STA 3+50 TO 6+00CG327128980_CG_SET.DGN
48CROSS SECTIONS DIKE 6 STA 0+50 TO 3+00CG326128980_CG_SET.DGN
47CROSS SECTIONS DIKE 5 STA 10+50 TO 11+50CG325128980_CG_SET.DGN
46CROSS SECTIONS DIKE 5 STA 7+50 TO 10+00CG324128980_CG_SET.DGN
45CROSS SECTIONS DIKE 5 STA 4+50 TO 7+00CG323128980_CG_SET.DGN
44CROSS SECTIONS DIKE 5 STA 1+50 TO 4+00CG322128980_CG_SET.DGN
43CROSS SECTIONS DIKE 4 STA 8+00 TO 10+00CG321128980_CG_SET.DGN
42CROSS SECTIONS DIKE 4 STA 5+00 TO 7+50CG320128980_CG_SET.DGN
41CROSS SECTIONS DIKE 4 STA 2+00 TO 4+50CG319128980_CG_SET.DGN
40CROSS SECTIONS DIKE 3 BANK STA 32+39CG318128980_CE_CG300S.DGN
39CROSS SECTIONS DIKE 3 BANK STA 30+50 TO 32+00CG317128980_CE_CG300S.DGN
38CROSS SECTIONS DIKE 3 BANK STA 28+50 TO 30+00CG316128980_CE_CG300S.DGN
37CROSS SECTIONS DIKE 3 STA 14+00 TO 15+00CG315128980_CG_SET.DGN
36CROSS SECTIONS DIKE 3 STA 12+00 TO 13+50CG314128980_CG_SET.DGN
35CROSS SECTIONS DIKE 3 STA 9+50 TO 11+50CG313128980_CG_SET.DGN
34CROSS SECTIONS DIKE 2 BANK STA 22+50CG312128980_CE_CG300S.DGN
33CROSS SECTIONS DIKE 2 BANK STA 20+50 TO 22+00CG311128980_CE_CG300S.DGN
32CROSS SECTIONS DIKE 2 BANK STA 18+53 TO 20+00CG310128980_CE_CG300S.DGN
31CROSS SECTIONS DIKE 2 STA 13+50 TO 15+50CG309128980_CG_SET.DGN
30CROSS SECTIONS DIKE 2 STA 11+50 TO 13+00CG308128980_CG_SET.DGN
29CROSS SECTIONS DIKE 2 STA 9+00 TO 11+00CG307128980_CG_SET.DGN
28CROSS SECTIONS DIKE 1 BANK STA 12+50 TO 12+82CG306128980_CE_CG300S.DGN
27CROSS SECTIONS DIKE 1 BANK STA 10+50 TO 12+00CG305128980_CE_CG300S.DGN
26CROSS SECTIONS DIKE 1 BANK STA 8+63 TO 10+00CG304128980_CE_CG300S.DGN
25CROSS SECTIONS DIKE 1 STA 15+00CG303128980_CG_SET.DGN
24CROSS SECTIONS DIKE 1 STA 12+00 TO 14+50CG302128980_CG_SET.DGN
23CROSS SECTIONS DIKE 1 STA 9+50 TO 11+50CG301128980_CG_SET.DGN
22PROFILES BANK 3CG206128980_CE_CG200S.DGN
21PROFILES BANKS 1 AND 2CG205128980_CE_CG200S.DGN
20PROFILES DIKES 7CG204128980_CE_CG200S.DGN
19PROFILES DIKES 5 AND 6CG203128980_CE_CG200S.DGN
18PROFILES DIKES 3 AND 4CG202128980_CE_CG200S.DGN
17PROFILES DIKES 1 AND 2CG201128980_CE_CG200S.DGN
CIVIL GRADING (CG)
16BANK ARMORING TYPICAL SECTIONSCS502128980_CS_SET.DGN
15DIKE TYPICAL SECTIONSCS501128980_CS_SET.DGN
14SITE PLAN 6 OF 6CS107128980_CS_SET.DGN
13SITE PLAN 5 OF 6CS106128980_CS_SET.DGN
12SITE PLAN 4 OF 6CS105128980_CS_SET.DGN
11SITE PLAN 3 OF 6CS104128980_CS_SET.DGN
10SITE PLAN 2 OF 6CS103128980_CS_SET.DGN
9SITE PLAN 1 OF 6CS102128980_CS_SET.DGN
8OVERALL SITE PLANCS101128980_CS_SET.DGN
CIVIL SITE (CS)
7CONTROL POINT DESCRIPTIONSVF402128980_VF_Sheets_ord.dgn
6CONTROL POINT DESCRIPTIONSVF401128980_VF_Sheets_ord.dgn
5CONTROL POINT LOCATIONSVF101128980_VF_Sheets_ord.dgn
4AERIAL PHOTOGRAPHVA101128980_VA_Sheets_ord.dgn
3LOCATION AND VICINITY MAPSGI003128980_G_Sheets_ord.dgn
2INDEX OF DRAWINGSGI002128980_G_Sheets_ord.dgn
1COVER SHEETGI001128980_G_Sheets_ord.dgn
GENERAL
Sheet DescriptionSheet Ref No.Sheet Filename
W
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E1
NTS
AREA MAP
B13
NTS
LOCATION MAP
H13
NTS
VICINITY MAP
UNION COUNTY
PROJECT LOCATION
PROJECT LOCATION
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US Army Corps
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L O
C A
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N A
N D
V
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IN
IT
Y M
A P
S
ILLINOIS
INDIANA
KENTUCKY
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SHEET ID
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US Army Corps
U .S
A
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DIKE 7
DIKE 6
DIKE 5
DIKE 4
DIKE 3
DIKE 2
DIKE 1
WABASH
RIVER
OHIO RIVER
J.T. MEYERS
LOCK AND DAM
FLOW
F L
O W
MILE MARKER
MILE MARKER
MILE MARKER
NORTH
PLAN
R T
IF
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D F
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VA101
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AERIAL PHOTOGRAPH
1"=600'SCALE: 0 600' 1200'A1
W
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CONTROL POINT LOCATIONS
1"=200'
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
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US Army Corps
U .S
A
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O F
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IN
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R S
UNIONTOWN 1994
JTM 1
17-02-103
17-02-105
FLO
W
O
HIO
RIVER
J.T. M
EYERS LO
CK AND DAM
LEGEND
DOWNSTREAM TO ELEVATION 342 ORD UPSTREAM.
RANGES FROM APPROXIMATE ELEVATION 341.5 ORD
ORDINARY HIGH WATER (OHW) AT THE PROJECT SITE5.
UNIT OF MEASURE IS U.S. SURVEY FEET.4.
VERTICAL DATUM IS OHIO RIVER DATUM (ORD)3.
SOUTH ZONE (NAD 83)
HORIZONTAL DATUM IS KENTUCKY STATE PLANE,2.
DESCRIPTIONS.
SEE SHEET VF401 AND VF402 FOR CONTROL POINT 1.
GENERAL SHEET NOTES
CONTROL POINT LOCATIONJTM1
R T
IF
IE
D F
IN
VF101
H
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IV
E
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S A
T W
A B
A S
H C
O N
F L
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N C
E
U N
IO
N
C O
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K
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C K
Y
P
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A U
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S T
B D
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S C
H
N
F
IS
C H
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IS
B D
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S C
H
A N
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N
T R
O L
P O
IN
T
L O
C A
T
IO
N S
400'0 200'
NORTH
PLAN
W
2Q R
B0
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A1
CONTROL POINT DESCRIPTIONS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
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IG
N E
D B
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C O
N T
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N O
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N N
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N D
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SHEET ID
®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
AT THIS RIVER LOCATION, IS -0.69 FEET.
THE CONVERSION FROM ORD TO NAVD1988,3.
VERTICAL DATUM IS OHIO RIVER DATUM (ORD)
SOUTH ZONE (NAD 83)
HORIZONTAL DATUM IS KENTUCKY STATE PLANE,
DATUMS:
SURVEY AND DESIGN ARE BASED ON THE FOLLOWING2.
FOR CONTROL POINT LOCATION, SEE SHEET VF101.1.
R T
IF
IE
D F
IN
VF401
H
IO
R
IV
E
R D
IK
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S A
T W
A B
A S
H C
O N
F L
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N C
E
U N
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N
C O
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K
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B S
A Y
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A N
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X X
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P O
IN
T
D E
S C
R
IP
T
IO
N S
W
2Q R
B0
2_
Pl an s-
A1
CONTROL POINT DESCRIPTIONS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
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N O
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T
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N N
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SHEET ID
®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
AT THIS RIVER LOCATION, IS -0.69 FEET.
THE CONVERSION FROM ORD TO NAVD1988,3.
VERTICAL DATUM IS OHIO RIVER DATUM (ORD)
SOUTH ZONE (NAD 83)
HORIZONTAL DATUM IS KENTUCKY STATE PLANE,
DATUMS:
SURVEY AND DESIGN ARE BASED ON THE FOLLOWING2.
FOR CONTROL POINT LOCATION, SEE SHEET VF101.1.
R T
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VF402
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Pl an s-ft.
350 ft.
350 ft.
350 ft.
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315 ft.
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350 ft.
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350 ft.
f t.
310 ft.
310 ft ft.
f t.
310 ft.
ft.
315 ft.
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f t.
345 ft.
f t.
f t.
f t.
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320 ft.
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345 ft.
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310 ft.
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300 ft.
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0 f t.
300 ft.
300 ft.
ft.300 ft.
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300 ft.
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300 ft.
f t.
305 ft.
ft.
305 ft.
ft.
305 ft.
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305 ft.
305 ft.
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f t.
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f t.
f t.
f t.
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305 ft.
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5 f t.
305 ft.
5 f t.
305 ft.
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305 ft.
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305 ft.
f t.
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5 f t.
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310 ft.
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310 ft.
ft.
310 ft.
310 ft.
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310 ft.
310 ft.
310 ft.
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310 ft.
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310 ft.
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310 ft.
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0 f t.
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0 f t.
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315 ft.
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315 ft.
315 ft.315 ft.
ft.
315 ft.
315 ft.
315 ft.
315 ft.
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315 ft.
315 ft.
315 ft.
315 ft.
f t.
ft.
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315 ft.
5 f t.
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f t.
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315 ft.
315 ft.
ft.
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315 ft.
ft.
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315 ft.
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315 ft.
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315 ft.
315 ft.
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315 ft.
f t.
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f t.
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0 f t.
320 ft.
320 ft.
ft.
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f t.
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f t.
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320 ft.
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320 ft.
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320 ft.
320 ft.
320 ft.
320 ft.
320 ft.
320 ft. 320 f t.
320 ft.
ft.
320 ft.
f t.
320 ft.
320 ft.
0 f t.
ft.
f t.
ft.
ft.
ft.
ft.
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ft.
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ft.
ft.
325 ft.
325 ft.
325 ft.
325 ft.
325 ft.
325 ft.
ft.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
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325 ft.
f t.
f t.
f t.
f t.
f t.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
f t.
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f t.
f t.
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330 ft.
330 ft.
330 ft.
330 ft.
330 ft.
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ft.
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ft.
ft.
ft.
ft.
ft.
335 ft.
f t.
f t.
f t.
f t.
f t.
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f t.
f t.
f t.
335 ft.
f t.
f t.
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f t.
f t.
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335 ft.
335 ft.
335 ft.
335 ft.
335 ft.
335 f t.
ft.
340 ft.
f t.
f t.
f t.
f t.
f t.
ft.
f t.
f t.
ft.
340 ft.
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340 ft.
340 ft.
340 ft.
340 ft.
340 ft.
340 ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
340 ft.
340 ft.
340 ft.
f t.
f t.
f t.
f t.
ft.
ft.
ft.
f t.
f t.
ft.
ft.
ft.
ft.
5 f t.
f t.
345 ft.
ft.
345 ft.
345 ft.
f t.
345 ft.
f t.
f t.
345 ft.
345 f t.
f t.
5 f t.
f t.
345 ft.
345 ft.
ft.
ft.
ft.
f t.
ft.
ft.
345 ft.
ft.
345 ft
345 ft.
345 ft.
345 ft.
345 ft.
345 ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
0 f t.
350 ft.
350 ft.
350 ft.
ft.
f t.
ft.
350 ft.
350 ft.
350 ft.
350 ft. 3 f t.
f t.
350 ft
350 ft.
350 ft.
350 ft.
350 ft.
350 ft.
ft.
ft.
ft.
ft.
ft.
ft.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
350 ft.
350 ft.
f t.
ft.
ft.
ft.
350 ft.
350 ft.
350 ft.
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350 ft.
350 ft.
350 ft.
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350 ft.
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f t.
ft.
ft.
CS102
CS103
CS104
CS105 CS106
CS107
DIKE 7
DIKE 6
DIKE 5
DIKE 4
DIKE 3
DIKE 2
DIKE 1
KENTUCKY
ILLINOIS
O H
IO
R
IV
E R F
L O
W
DREDGE SPOIL AREA
CONTRACTOR WORK LIMITS
LEGEND
GENERAL SHEET NOTES
TO SPECIFICATION 00 80 00.00 06.
ELEVATION 324.0. FOR OHIO RIVER HYDROGRAPHS, REFER
MINIMUM POOL ELEVATION (RIVER SURFACE ELEVATION) IS6.
FOR PROJECT LIMITS, REFER TO THE RIGHT-OF-WAY PLANS.5.
PROJECT LIMITS.
SURFACE SHALL BE SPREAD ATOP THE BANK WITHIN THE
EXCESS SOIL FROM CONSTRUCTION ABOVE THE WATER4.
SPOILED IN THE DESIGNATED DREDGE SPOIL AREA.
SOIL REMOVED FROM BELOW THE WATER SURFACE MUST BE3.
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
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N O
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IC
IT
A
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D A
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S I Z
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D E
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T
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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G
IN
E E
R T
IF
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D F
IN
CS101
H
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S A
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A B
A S
H C
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F L
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N C
E
U N
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K
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P
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A R
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B D
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S C
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A N
S I
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A U
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W
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X X
X X
X X
X
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V
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D
IS
T R
IC
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A R
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IN
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V
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V E
R A
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S
IT
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L A
N
OVERALL SITE PLAN
1"=500'SCALE:
NORTH
PLAN
0 500' 1000'A1
W
2Q R
B0
2_
Pl an s-
CL DIKE 7
ILLINOIS
100' RT
STA. 0+00
100' LT
STA. 0+00
E
.8
N
.8
S T
A . 0
.0
P
O B
E
.7
N
.3
S T
A . 1
.7
P
O E
O H
IO
R
IV
E R F
L O
W
SAILING LINE
f t.
ft.
f t.
310 ft.
ft.
ft.
f t.
f t.
f t.
300 ft.
ft.
ft.
305 ft.
ft.
305 ft.
ft.
f t.
f t.
f t.
ft.
ft.
ft.
310 ft.
f t.
f t.
ft.
315 ft.
f t.
f t.
ft.
ft.
f t.
ft.
f t.
f t.
ft.
f t.
f t.
f t.
ft.
ft.
ft.
ft.
f t.
ft.
f t.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
ft.
f t.
345 ft.
f t.
345 ft.
f t.
LEGEND
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
GENERAL SHEET NOTES
KEYNOTES
DO NOT SPUD BARGES OR LAND BARGES IN THIS AREA.
AREA OF ENVIRONMENTAL CONCERN. DO NOT DISTURB.10.
SPREADING SPOILS WITHIN THE CONTRACTOR WORK LIMITS.
ABOVE WATER EXCAVATION SPOILS MAY BE SPOILED BY
DESIGNATED SPOIL AREA FOR UNDERWATER EXCAVATION.9.
AREAS OF CULTURAL CONCERN. DO NOT DISTURB.8.
CROSS SECTIONS.
PROFILE AND SHEETS CG330 THRU CG333 FOR DIKE 7
DIKE 7 (PHASE 1) REFER TO SHEET CG204 FOR DIKE 77.
CROSS SECTIONS.
PROFILE AND SHEETS CG326 THRU CG329 FOR DIKE 6
DIKE 6 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 66.
CROSS SECTIONS.
PROFILE AND SHEETS CG322 THRU CG325 FOR DIKE 5
DIKE 5 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 55.
CROSS SECTIONS.
PROFILE AND SHEETS CG319 THRU CG321 FOR DIKE 4
DIKE 4 (PHASE 1) REFER TO SHEET CG202 FOR DIKE 44.
DIKE 3 BANK CROSS SECTIONS.
SHEETS CG313 THRU CG318 FOR DIKE 3 AND
REFER TO SHEET CG202 FOR DIKE 3 PROFILE AND
DIKE 3 AND DIKE 3 BANK ARMORING (PHASE 2)3.
DIKE 2 BANK CROSS SECTIONS.
SHEETS CG307 THRU CG312 FOR DIKE 2 AND
REFER TO SHEET CG201 FOR DIKE 2 PROFILE AND
DIKE 2 AND DIKE 2 BANK ARMORING (PHASE 2)2.
DIKE 1 BANK CROSS SECTIONS.
SHEETS CG301 THRU CG306 FOR DIKE 1 AND
REFER TO SHEET CG201 FOR DIKE1 PROFILE AND
DIKE 1 AND DIKE 1 BANK ARMORING (PHASE 2)1.
CONTRACTOR WORK LIMITS
BORING LOCATION
RIVER MILE MARKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
A W
N B
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D E
S
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D B
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N O
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A
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D A
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M A
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D E
S C
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T
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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G
IN
E E
F
R T
IF
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D F
IN
CS102
H
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S A
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A B
A S
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F L
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B D
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B S
A Y
L O
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R H
A R
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B D
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S C
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A N
S I
D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
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D
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IC
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D
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IN
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IN
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P L
A N
SITE PLAN
1"=100'SCALE:
NORTH
PLAN
100' 200'0
MATCH LINE SEE SHEET CS103
A1
W
2Q R
B0
2_
Pl an s-
CL DIKE 6
ILLINOIS
150' RT
STA. 0+00
1+
2+
3+
E .7
N .4
S
TA
. 0
.0
P O
B
E .6
N .6
S
TA
. 4
.0
P I
E
.6
N
.7
S
T A . 1
.4
P
O E
O H
IO
R
IV
E R F
L O
W
SAILING LINE
978,308.67 E
2,177,552.97 N
978,033.55 E
2,177,672.58 N f t.
ft.
305 ft.
305 ft.
ft.
f t.
ft.
ft.
ft.
f t.
ft.
f t.
f t.
f t.
315 ft.
ft.
ft.
ft.
f t.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
ft.
f t.
ft.
340 ft.
f t.
f t.
LEGEND
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
GENERAL SHEET NOTES
KEYNOTES
DO NOT SPUD BARGES OR LAND BARGES IN THIS AREA.
AREA OF ENVIRONMENTAL CONCERN. DO NOT DISTURB.10.
SPREADING SPOILS WITHIN THE CONTRACTOR WORK LIMITS.
ABOVE WATER EXCAVATION SPOILS MAY BE SPOILED BY
DESIGNATED SPOIL AREA FOR UNDERWATER EXCAVATION.9.
AREAS OF CULTURAL CONCERN. DO NOT DISTURB.8.
CROSS SECTIONS.
PROFILE AND SHEETS CG330 THRU CG333 FOR DIKE 7
DIKE 7 (PHASE 1) REFER TO SHEET CG204 FOR DIKE 77.
CROSS SECTIONS.
PROFILE AND SHEETS CG326 THRU CG329 FOR DIKE 6
DIKE 6 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 66.
CROSS SECTIONS.
PROFILE AND SHEETS CG322 THRU CG325 FOR DIKE 5
DIKE 5 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 55.
CROSS SECTIONS.
PROFILE AND SHEETS CG319 THRU CG321 FOR DIKE 4
DIKE 4 (PHASE 1) REFER TO SHEET CG202 FOR DIKE 44.
DIKE 3 BANK CROSS SECTIONS.
SHEETS CG313 THRU CG318 FOR DIKE 3 AND
REFER TO SHEET CG202 FOR DIKE 3 PROFILE AND
DIKE 3 AND DIKE 3 BANK ARMORING (PHASE 2)3.
DIKE 2 BANK CROSS SECTIONS.
SHEETS CG307 THRU CG312 FOR DIKE 2 AND
REFER TO SHEET CG201 FOR DIKE 2 PROFILE AND
DIKE 2 AND DIKE 2 BANK ARMORING (PHASE 2)2.
DIKE 1 BANK CROSS SECTIONS.
SHEETS CG301 THRU CG306 FOR DIKE 1 AND
REFER TO SHEET CG201 FOR DIKE1 PROFILE AND
DIKE 1 AND DIKE 1 BANK ARMORING (PHASE 2)1.
CONTRACTOR WORK LIMITS
BORING LOCATION
RIVER MILE MARKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
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Y
D R
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N B
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S I Z
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M A
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D E
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R T
IF
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D F
IN
CS103
H
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A B
A S
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K
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P
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B S
A Y
L O
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A R
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B D
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S C
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A N
S I
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A U
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W
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X X
X X
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P L
A N
SITE PLAN
1"=100'SCALE:
NORTH
PLAN
100' 200'0
MATCH LINE SEE SHEET CS102
MATCH LINE SEE SHEET CS104
A1
W
2Q R
B0
2_
Pl an s-
CL DIKE 5
ILLINOIS
100' RT
STA. 0+00
100' LT
STA. 0+00
E
.7
N
.3
S T
A . 0
.0
P
O B
E
.7
N
.2
S T
A . 1
.6
P
O E
O H
IO
R
IV
E R F
L O
W
SAILING LINE MARKER 849
RIVER MILE
f t.
ft.
f t.
f t.
f t.
0 f t.
f t.
315 ft.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
ft.
f t.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
5 f t.
f t.
345 ft.
LEGEND
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
GENERAL SHEET NOTES
KEYNOTES
DO NOT SPUD BARGES OR LAND BARGES IN THIS AREA.
AREA OF ENVIRONMENTAL CONCERN. DO NOT DISTURB.10.
SPREADING SPOILS WITHIN THE CONTRACTOR WORK LIMITS.
ABOVE WATER EXCAVATION SPOILS MAY BE SPOILED BY
DESIGNATED SPOIL AREA FOR UNDERWATER EXCAVATION.9.
AREAS OF CULTURAL CONCERN. DO NOT DISTURB.8.
CROSS SECTIONS.
PROFILE AND SHEETS CG330 THRU CG333 FOR DIKE 7
DIKE 7 (PHASE 1) REFER TO SHEET CG204 FOR DIKE 77.
CROSS SECTIONS.
PROFILE AND SHEETS CG326 THRU CG329 FOR DIKE 6
DIKE 6 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 66.
CROSS SECTIONS.
PROFILE AND SHEETS CG322 THRU CG325 FOR DIKE 5
DIKE 5 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 55.
CROSS SECTIONS.
PROFILE AND SHEETS CG319 THRU CG321 FOR DIKE 4
DIKE 4 (PHASE 1) REFER TO SHEET CG202 FOR DIKE 44.
DIKE 3 BANK CROSS SECTIONS.
SHEETS CG313 THRU CG318 FOR DIKE 3 AND
REFER TO SHEET CG202 FOR DIKE 3 PROFILE AND
DIKE 3 AND DIKE 3 BANK ARMORING (PHASE 2)3.
DIKE 2 BANK CROSS SECTIONS.
SHEETS CG307 THRU CG312 FOR DIKE 2 AND
REFER TO SHEET CG201 FOR DIKE 2 PROFILE AND
DIKE 2 AND DIKE 2 BANK ARMORING (PHASE 2)2.
DIKE 1 BANK CROSS SECTIONS.
SHEETS CG301 THRU CG306 FOR DIKE 1 AND
REFER TO SHEET CG201 FOR DIKE1 PROFILE AND
DIKE 1 AND DIKE 1 BANK ARMORING (PHASE 2)1.
CONTRACTOR WORK LIMITS
BORING LOCATION
RIVER MILE MARKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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 T
IF
IE
D F
IN
CS104
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B D
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S C
H
B S
A Y
L O
R
R H
A R
R
IS
B D
O R
S C
H
A N
S I
D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
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K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
E
P L
A N
SITE PLAN
1"=100'SCALE:
NORTH
PLAN
100' 200'0
MATCH LINE SEE SHEET CS103
MATCH LINE SEE SHEET CS105
A1
W
2Q R
B0
2_
Pl an s-
CL DIKE 4
ILLINOIS
150' RT
STA. 0+00
1+
2+
3+
E
2.
N
2.
STA
. 0
+0 0.
POB
E
9.
N
3.
STA
. 3
+2 5.
PI
E
.6
N
.3
S T
A .5
P O
E
30' LT
STA. 0+00
O H
IO
R
IV
E R F
L O
W
SAILING LINE
979,298.38 E
2,179,829.67 N
979,039.85 E
2,179,987.46 N
980,493.71 E
2,181,288.79 N ft.
ft.
345 ft.
f t.
ft.
0 f t.
f t.
f t.
ft.
ft.
f t.
ft.
f t.
ft.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
f t.
335 ft.
f t.
f t.
ft.
ft.
ft.
f t.
ft.
ft.
LEGEND
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
GENERAL SHEET NOTES
KEYNOTES
DO NOT SPUD BARGES OR LAND BARGES IN THIS AREA.
AREA OF ENVIRONMENTAL CONCERN. DO NOT DISTURB.10.
SPREADING SPOILS WITHIN THE CONTRACTOR WORK LIMITS.
ABOVE WATER EXCAVATION SPOILS MAY BE SPOILED BY
DESIGNATED SPOIL AREA FOR UNDERWATER EXCAVATION.9.
AREAS OF CULTURAL CONCERN. DO NOT DISTURB.8.
CROSS SECTIONS.
PROFILE AND SHEETS CG330 THRU CG333 FOR DIKE 7
DIKE 7 (PHASE 1) REFER TO SHEET CG204 FOR DIKE 77.
CROSS SECTIONS.
PROFILE AND SHEETS CG326 THRU CG329 FOR DIKE 6
DIKE 6 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 66.
CROSS SECTIONS.
PROFILE AND SHEETS CG322 THRU CG325 FOR DIKE 5
DIKE 5 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 55.
CROSS SECTIONS.
PROFILE AND SHEETS CG319 THRU CG321 FOR DIKE 4
DIKE 4 (PHASE 1) REFER TO SHEET CG202 FOR DIKE 44.
DIKE 3 BANK CROSS SECTIONS.
SHEETS CG313 THRU CG318 FOR DIKE 3 AND
REFER TO SHEET CG202 FOR DIKE 3 PROFILE AND
DIKE 3 AND DIKE 3 BANK ARMORING (PHASE 2)3.
DIKE 2 BANK CROSS SECTIONS.
SHEETS CG307 THRU CG312 FOR DIKE 2 AND
REFER TO SHEET CG201 FOR DIKE 2 PROFILE AND
DIKE 2 AND DIKE 2 BANK ARMORING (PHASE 2)2.
DIKE 1 BANK CROSS SECTIONS.
SHEETS CG301 THRU CG306 FOR DIKE 1 AND
REFER TO SHEET CG201 FOR DIKE1 PROFILE AND
DIKE 1 AND DIKE 1 BANK ARMORING (PHASE 2)1.
CONTRACTOR WORK LIMITS
BORING LOCATION
RIVER MILE MARKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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 T
IF
IE
D F
IN
CS105
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
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N
C O
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T Y
K
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T U
C K
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P
F Y
A U
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S T
B D
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S C
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B S
A Y
L O
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R H
A R
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B D
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S C
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A N
S I
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A U
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S T
W
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X X
X X
X X
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T R
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L U
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G J
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L A
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L O
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V
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L E
K
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T U
C K
Y
E
P L
A N
SITE PLAN
1"=100'SCALE:
NORTH
PLAN
100' 200'0
MATCH LINE SEE SHEET CS104
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
A1
W
2Q R
B0
2_
Pl an s-
CL DIKE 3
9+
KENTUCKY
E
.6
N
6.
S
TA
. 1
7+ .0
P O E
E
.4
N
9.
S
TA
. 8
.0
P O
B
O H
IO
R
IV
ER
F
LO
W
SAILING LINE
350 ft.
350 ft.
ft.
305 ft.
ft.
f
t. 3 ft.
310 ft.
310 ft.
310 ft.
f t.
0 f t.
315 ft.
315 ft.
315 ft.
f t.
ft.
f t.
ft.
315 ft.
ft.
ft.
320 ft.
320 ft.
ft.
ft.
325 ft.
ft.
ft.
ft.
ft.
335 ft.
340 ft.
340 ft.
345 ft.
ft.
350 ft.
ft.
f t.
350 ft.
350 ft.
f t.
ft.
30+
31+00
32+00
0.78'E =
34.18'T =
68.31'L =
5°13'5.99"Δ = 7°38'21.97"D = 750.00'R =
29+99.12PI STA =
982,195.33E 2,180,556.82N
29+64.95
STA
PC
30+33.25
STA
PT
982,328.35
E 2,180,681.95
N 28+16.50
STA
PO
B
982,036.22
E 2,180,377.20
N 32+39.04
STA
PO
E
LEGEND
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
GENERAL SHEET NOTES
KEYNOTES
DO NOT SPUD BARGES OR LAND BARGES IN THIS AREA.
AREA OF ENVIRONMENTAL CONCERN. DO NOT DISTURB.10.
SPREADING SPOILS WITHIN THE CONTRACTOR WORK LIMITS.
ABOVE WATER EXCAVATION SPOILS MAY BE SPOILED BY
DESIGNATED SPOIL AREA FOR UNDERWATER EXCAVATION.9.
AREAS OF CULTURAL CONCERN. DO NOT DISTURB.8.
CROSS SECTIONS.
PROFILE AND SHEETS CG330 THRU CG333 FOR DIKE 7
DIKE 7 (PHASE 1) REFER TO SHEET CG204 FOR DIKE 77.
CROSS SECTIONS.
PROFILE AND SHEETS CG326 THRU CG329 FOR DIKE 6
DIKE 6 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 66.
CROSS SECTIONS.
PROFILE AND SHEETS CG322 THRU CG325 FOR DIKE 5
DIKE 5 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 55.
CROSS SECTIONS.
PROFILE AND SHEETS CG319 THRU CG321 FOR DIKE 4
DIKE 4 (PHASE 1) REFER TO SHEET CG202 FOR DIKE 44.
DIKE 3 BANK CROSS SECTIONS.
SHEETS CG313 THRU CG318 FOR DIKE 3 AND
REFER TO SHEET CG202 FOR DIKE 3 PROFILE AND
DIKE 3 AND DIKE 3 BANK ARMORING (PHASE 2)3.
DIKE 2 BANK CROSS SECTIONS.
SHEETS CG307 THRU CG312 FOR DIKE 2 AND
REFER TO SHEET CG201 FOR DIKE 2 PROFILE AND
DIKE 2 AND DIKE 2 BANK ARMORING (PHASE 2)2.
DIKE 1 BANK CROSS SECTIONS.
SHEETS CG301 THRU CG306 FOR DIKE 1 AND
REFER TO SHEET CG201 FOR DIKE1 PROFILE AND
DIKE 1 AND DIKE 1 BANK ARMORING (PHASE 2)1.
CONTRACTOR WORK LIMITS
BORING LOCATION
RIVER MILE MARKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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 T
IF
IE
D F
IN
CS106
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B
D O
R S
C H
B
S A
Y L
O R
R
H A
R R
IS
B
D O
R S
C H
A N
S I D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
E
P L A
N
SITE PLAN
1"=100'SCALE:
NORTH
PLAN
100' 200'0
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
MATCH LINE SEE SHEET CS107
A1
W
2Q R
B0
2_
Pl an s-
CL DIKE 1
CL DIKE 2
9+
+0
11+
+0
+0
+0
+0
+0
+0
9+
+0
+0
+0
+0
+0
+0
+0
+0
KENTUCKY
OHI
O
RI
VER
FL
OW
E
.86
N
5.4
STA
. 1
7+ .10
POE
E
0.
N
.2
STA
. 1
7+ .0
PO
E
E
6.
N
.1
STA
. 8
+0 0.
PO
B
E
.32
N
6.7
STA
. 8
+0 0.0
POB
SAILING LINE
MARKER 848
RIVER MILE
350 ft.
ft.
315 ft.
ft.
ft.
310 ft ft.
5 f t.
305 ft.
ft.
ft.
5 f t.
f t.
310 ft.
ft.
310 ft.
310 ft.
ft.
ft.
315 ft.
315 ft.
315 ft.
ft.
315 ft.
320 ft.
320 ft.
320 ft.
320 ft.
320 ft. 320 f t.
320 ft.
ft.
320 ft.
325 ft.
325 ft.
325 ft.
325 ft.
330 ft.
330 ft.
330 ft.
330 ft.
335 ft.
335 ft.
335 ft.
335 ft.
340 ft.
340 ft.
340 ft.
345 ft.
345 ft.
345 ft.
350 ft.
350 ft.
350 ft.
350 ft.
ft.
ft.
350 ft.
350 ft.
350 ft.
ft.
350 ft.
0.31'E =
11.15'T =
22.28'L =
6°22'59.64"Δ = 28°38'52.40"D = 200.00'R =
10+00.18PI STA =
984,065.37E 2,181,735.54N
0.08'E = 5.69'T = 11.38'L = 3°15'35.84"Δ = 28°38'52.40"D = 200.00'R =
11+04.27PI STA =
983,967.39E 2,181,700.35N
.0
S T
P
.5
S
.9
S
,1
.2
E ,1
,7
.1
N
.6
S
B
,8
.9
E ,1
,6
.9
.8
S
E
.3
S
P O
E
S
TA
22+60.67
N 2,181,087.53
E 982,877.18
P O
B
S
TA
18+52.53
N 2,181,313.34
E 983,217.15
LEGEND
CONSTRUCTION (DIKES 1, 2 AND 3).
IS TO BE COMPLETED BEFORE BEGINNING PHASE 2
RIVER AT A TIME. PHASE 1 (DIKES 7 THRU DIKES 4)
IS ONLY PERMITTED TO OCCUR ON ONE SIDE OF THE
DOWNSTREAM TO UPSTREAM. ALSO, CONSTRUCTION
SHALL BE ACCOMPLISHED IN THE ORDER FROM
CONSTRUCTION IS TO BE PHASED. CONSTRUCTION2.
PROTECTING SEVERAL ENDANGERED BAT SPECIES.
FROM APRIL 1 TO SEPTEMBER 30 FOR PURPOSE OF
TREE REMOVAL (FELLING OF TREES) IS NOT PERMITTED1.
GENERAL SHEET NOTES
KEYNOTES
DO NOT SPUD BARGES OR LAND BARGES IN THIS AREA.
AREA OF ENVIRONMENTAL CONCERN. DO NOT DISTURB.10.
SPREADING SPOILS WITHIN THE CONTRACTOR WORK LIMITS.
ABOVE WATER EXCAVATION SPOILS MAY BE SPOILED BY
DESIGNATED SPOIL AREA FOR UNDERWATER EXCAVATION.9.
AREAS OF CULTURAL CONCERN. DO NOT DISTURB.8.
CROSS SECTIONS.
PROFILE AND SHEETS CG330 THRU CG333 FOR DIKE 7
DIKE 7 (PHASE 1) REFER TO SHEET CG204 FOR DIKE 77.
CROSS SECTIONS.
PROFILE AND SHEETS CG326 THRU CG329 FOR DIKE 6
DIKE 6 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 66.
CROSS SECTIONS.
PROFILE AND SHEETS CG322 THRU CG325 FOR DIKE 5
DIKE 5 (PHASE 1) REFER TO SHEET CG203 FOR DIKE 55.
CROSS SECTIONS.
PROFILE AND SHEETS CG319 THRU CG321 FOR DIKE 4
DIKE 4 (PHASE 1) REFER TO SHEET CG202 FOR DIKE 44.
DIKE 3 BANK CROSS SECTIONS.
SHEETS CG313 THRU CG318 FOR DIKE 3 AND
REFER TO SHEET CG202 FOR DIKE 3 PROFILE AND
DIKE 3 AND DIKE 3 BANK ARMORING (PHASE 2)3.
DIKE 2 BANK CROSS SECTIONS.
SHEETS CG307 THRU CG312 FOR DIKE 2 AND
REFER TO SHEET CG201 FOR DIKE 2 PROFILE AND
DIKE 2 AND DIKE 2 BANK ARMORING (PHASE 2)2.
DIKE 1 BANK CROSS SECTIONS.
SHEETS CG301 THRU CG306 FOR DIKE 1 AND
REFER TO SHEET CG201 FOR DIKE1 PROFILE AND
DIKE 1 AND DIKE 1 BANK ARMORING (PHASE 2)1.
CONTRACTOR WORK LIMITS
BORING LOCATION
RIVER MILE MARKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
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D E
S C
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N D
A T
E
SHEET ID
®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 T
IF
IE
D F
IN
CS107
H
IO
R
IV
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R D
IK
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S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B
D O
R S
C H
B
S A
Y L
O R
R
H A
R R
IS
B
D O
R S
C H
A N
S I D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
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L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
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K
IN
G J
R P
L A
C E
L O
U
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V
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L E
K
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T U
C K
Y
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P L A
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SITE PLAN
1"=100'SCALE:
NORTH
PLAN
100' 200'0
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
MATCH LINE SEE SHEET CS106
A1
W
2Q R
B0
2_
Pl an s-
ON PROFILE DRAWINGS
PROFILE GRADE AS SHOWN
ON PROFILE DRAWINGS
PROFILE GRADE AS SHOWN
ILLINOIS STONE DIKE TYPICAL SECTION
SCALE:
F8
KENTUCKY STONE DIKE TYPICAL SECTION
L8
5'-0"5'-0"
10'-0"10'-0"
10'-0" 10'-0"
ILLINOIS STONE DIKE DIG TYPICAL SECTION
A8
10'-0" 10'-0"
ON PROFILE DRAWINGS
PROFILE GRADE AS SHOWN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
KEYNOTES
GENERAL SHEET NOTES
STONE PROTECTION.
1. DIKE STONE. REFER TO SPECIFICATION 35 42 37.00 06
D
IK
E T
Y P
IC
A
L S
E C
T
IO
R T
IF
IE
D F
IN
CS501
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B D
O R
S C
H
N
F
IS
C H
E R
R H
A R
R
IS
B D
O R
S C
H
A N
S I
D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
C iv il
\1
W a b a s h
D ik e s
\1
C E
C
S
.d g n
D S
P
D
A E
C p d f.
p lt c fg
:0
:0
P
M
/3 /2
CL
CL
2.5' 5'0
2.5' 5'0
1.5
1.5
1.5
1.5
1.5
1.5
2.5' 5'0
LC
1.5
1.5
W
2Q R
B0
2_
Pl an s-
16'
M
IN
16'
16'
M
IN
M
IN
J1 1"=10'
TYPICAL SECTION BANK 3
E1 1"=10'
TYPICAL SECTION BANK 2
A1 1"=10'
TYPICAL SECTION BANK 1
BANK ARMORING
5'
GROUND VARIES
EXISTING
M8 N.T.S.
KENTUCKY BANK ARMORING KEY TRENCH (UPSTREAM AND DOWNSTREAM ENDS)
KEYNOTES
GENERAL SHEET NOTES
35 42 37.00 06 STONE PROTECTION.
FOR STONE GRADATIONS REFER TO SPECIFICATION 2.
FILTER STONE, IS TO BE 6.0 FEET.
MINIMUM TOTAL STONE THICKNESS, INCLUDING ANY1.
MINIMUM POOL ELEVATION, AND ABOVE.
STONE TO BE PLACED FROM ELEVATION 324.0,
2. FILTER STONE (6" - 12" MINIMUM THICKNESS). FILTER
1. BANK ARMORING STONE (5' MINIMUM THICKNESS).
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
PROFILE GRADE POINT
PROFILE GRADE POINT
PROFILE GRADE POINT
CL
CL
CL
EL. 330.0
EL. 330.0
EL. 330.0
EL. 324.0
EL. 324.0
Y
P
IC
A L
S E
C T
IO
R T
IF
IE
D F
IN
CS502
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B D
O R
S C
H
N
F
IS
C H
E R
R H
A R
R
IS
B D
O R
S C
H
A N
S I
D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
C iv il
\1
W a b a s h
D ik e s
\1
C E
C
S
.d g n
D S
P
D
A E
C p d f.
p lt c fg
:0
:3
P
M
/3 /2
B A
N K
A R
M O
R
IN
G
10' 20'0
10' 20'0
10' 20'0
CL
W
2Q R
B0
2_
Pl an s-
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
8+008+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
370 370
.7
.5
.6
.6
.0
.9
.4
.2
.0
.2
.0
.5
.1
.3
.0
.0
.6
.0
.3
.0 0%
G R
A D
0.00%GRADE =
.0
G R
A D
.2
E
L E
.4
S
I
.0
E
L E
.0
S
I
.0
E
L E
.0
S
I
.0
E
L E
.0
S
I
.0
E
L E
.6
S
I
.2
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.0
.0
DIKE PROFILE GRADE
EXISTING GROUND
200' DOWNSTREAM)
(100' UPSTREAM AND
BANK ARMORING
8+008+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
370 370
.0
.8
.1
.0
.0
.9
.4
.0
.5
.7
.0
.3
.6
.0
.6
.0
.0
.8
.0
.0
.0 0%
G R
A D
-0.00%GRADE =
.0
G R
A D
.6
E
L E
.3
S
I
.0
E
L E
.0
S
I
.0
E
L E
.7
S
I
.0
E
L E
.7
S
I
.0
E
L E
.5
S
I
.6
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.3
.0
.0
DIKE PROFILE GRADE
EXISTING GROUND
200' DOWNSTREAM)
(100' UPSTREAM AND
BANK ARMORING
E S
A
N
R T
IF
IE
D F
IN
CG201
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B D
O R
S C
H
N
F
IS
C H
E R
R H
A R
R
IS
B D
O R
S C
H
A N
S I
D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
O
F
IL
E S
DIKE 1
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
DIKE 2
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
HORIZ.
50' 100'0 10' 20'0
VERT.
HORIZ.
50' 100'0 10' 20'0
VERT.
H1
A1
W
2Q R
B0
2_
Pl an s-
DIKE PROFILE GRADE
EXISTING GROUND
200' DOWNSTREAM)
(100' UPSTREAM AND
BANK ARMORING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
280 280
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
.3
.0
.4
.7
.6
.5
.0
.5
.7
.7
.2
.7
.1
.5
.1
.1
.1
.2
.0
.3
.0
0.00%GRADE =
-10.00%
GRADE =
0.00%GRADE =
-20.00%
G R
A D
.0
E
L E
.5
P
V I
S
.0
E
L E
.5
P V
I S
.0
E
L E
.0
S
I
.0
E
L E
.0
S
I
.8
E
L E
.0
S
I
.0
.0
.0
.4
.4
.4
.4
.4
.0
.0
.0
.0
.0
.0
.0
.0
E
L E
V
.0
S
I
EXISTING GROUND
DIKE PROFILE GRADE
6' MIN. THICKNESS
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
370 370
.8
.8
.2
.8
.5
.0
.3
.5
.0
.0
.0
.0
.8
.2
.7
.4
.0
.3
.4
.9
.0 0%
G R
A D
-0.00%GRADE =
.0
G R
A D
.9
E
L E
.7
S
I
.0
E
L E
.0
S
I
.0
E
L E
.0
S
I
.5
E
L E
.7
S
I
.5
E
L E
.6
S
I
.9
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.5
E S
A
N
R T
IF
IE
D F
IN
CG202
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
IO
N
C O
U N
T Y
K
E N
T U
C K
Y
P
F Y
A U
G U
S T
B D
O R
S C
H
N
F
IS
C H
E R
R H
A R
R
IS
B D
O R
S C
H
A N
S I
D
A U
G U
S T
W
Q R
B
Z X
X X
X X
X X
X
U
IS
V
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D
IS
T R
IC
T
D
R M
A R
T
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L U
T H
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K
IN
G J
R P
L A
C E
L O
U
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V
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L E
K
E N
T U
C K
Y
O
F
IL
E S
DIKE 3
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
DIKE 4
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
HORIZ.
50' 100'0 10' 20'0
VERT.
HORIZ.
50' 100'0 10' 20'0
VERT.
H1
A1
W
2Q R
B0
2_
Pl an s-
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
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N D
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SHEET ID
®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
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
.8
.8
.3
.7
.0
.0
.6
.8
.2
.5
.0
.9
.6
.2
.0
.0
.3
.0
.5
.0
.0
.3
.8
.0
.0
.0
.0
.0
.2
.2
.2
.2
.2
.2
.2
.0
.0
.0
.0
.0
.0
.0
.4
6' MIN. THICKNESS
EXISTING GROUND
DIKE PROFILE GRADE
-0.00%GRADE =
-10.00%
GRADE =
0.00%GRADE =
-20.00%
G R
A D
.0
E
L E
.9
S
I
.0
E
L E
.8
S
I
.0
E
L E
.8
S
I
.0
E
L E
.0
S
I
.1
E
L E
.4
S
I
.0
.0
.0
.0
.0
.2
.2
.2
.2
.2
.2
.2
.0
.0
.0
.0
.0
.0
.0
.4
.1
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
.0
.0
.0
.0
.0
.2
.6
.0
.0
.0
.4
.2
.0
.0
.4
.6
.0
.0
.0
.5
.0
.0
.0
0.00%GRADE =
-4 .0
G R
A D
.0
E
L E
.1
P
V I
S
.0
E
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.1
P
V I
S
.0
E
L E
.0
S
I
.0
E
L E
.0
S
I
.7
E
L E
.2
S
I
.0
.0
.0
.0
.0
.0
.0
.0
.2
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
E
L E
.0
S
I
6' MIN. THICKNESS
EXISTING GROUND
-20.00%
E S
A
N
R T
IF
IE
D F
IN
CG203
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
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O N
F L
U E
N C
E
U N
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N
C O
U N
T Y
K
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T U
C K
Y
P
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A U
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B D
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S C
H
N
F
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C H
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A R
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B D
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S C
H
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S I
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A U
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S T
W
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B
Z X
X X
X X
X X
X
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D
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IC
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K
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G J
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L A
C E
L O
U
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V
IL
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K
E N
T U
C K
Y
O
F
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E S
DIKE 5
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
DIKE 6
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
HORIZ.
50' 100'0 10' 20'0
VERT.
HORIZ.
50' 100'0 10' 20'0
VERT.
H1
A1
W
2Q R
B0
2_
Pl an s-
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
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N D
A T
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SHEET ID
®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
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
290 290
300 300
310 310
320 320
330 330
340 340
350 350
360 360
370 370
.0
.0
.0
.0
.7
.0
.4
.6
.3
.1
.4
.0
.7
.0
.8
.0
.8
.0
.6
.0
.6
.3
0.00%GRADE =
-4 .0
G R
A D
.0
E
L E
.3
P
V I
S
.0
E
L E
.3
P
V I
S
.0
E
L E
.0
S
I
.0
E
L E
.0
S
I
.0
.0
.0
.0
.0
.0
.1
.1
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
E
L E
.0
S
I
6' MIN. THICKNESS
EXISTING GROUND
R T
IF
IE
D F
IN
CG204
H
IO
R
IV
E
R D
IK
E
S A
T W
A B
A S
H C
O N
F L
U E
N C
E
U N
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N
C O
U N
T Y
K
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T U
C K
Y
P
F Y
A U
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DIKE 7
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
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50' 100'0 10' 20'0
VERT.
H1
W
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B0
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Pl an s-
DIKE 1
STA 10+00
BANK ARMORING
BEGIN DIKE 1
STA 8+80
BANK ARMORING
END DIKE 1
STA 12+20
BANK ARMORING
BEGIN DIKE 2
STA 18+80
BANK ARMORING
END DIKE 2
STA 22+20
DIKE 2
STA 20+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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P S
O F
E N
G
IN
E E
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8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
300 300
310 310
320 320
330 330
340 340
350 350
360 360
370 370
380 380
.9
.1
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18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50
310 310
320 320
330 330
340 340
350 350
360 360
370 370
380 380
390 390
0.00%GRADE =
.0
E
L E
.5
S
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.0
.0
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B
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BANK 1 - TOP BANK ARMORING PROFILE
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
BANK 2 - TOP BANK ARMORING PROFILE
SCALE: HORIZ. 1" = 50' VERT. 1" = 10'
10' 20'0
VERT.
50' 100'0
HORIZ.
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VERT.
50' 100'0
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C L
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A1
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Pl an s-
BANK ARMORING
BEGIN DIKE 3
STA 28+80
BANK ARMORING
END DIKE 3
STA 32+20
DIKE 3
STA 30+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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E D
B Y
C H
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D B
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D R
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28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00
310 310
320 320
330 330
340 340
350 350
360 360
370 370
380 380
390 390
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BANK 3 - TOP BANK ARMORING PROFILE
SCALE: HORIZ. 1" = 50' VERT. 1" = 10' 10' 20'0
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H1
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9+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
300 300
310 310
320 320
330 330
10+00
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
300 300
310 310
320 320
330 330
340 340
.0
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10+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
300 300
310 310
320 320
330 330
340 340
350 350
.0
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.7
.0
.5
.0
.0
.0
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11+00
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
300 300
310 310
320 320
330 330
340 340
350 350
.0
.0
.0
.0
.9
.5
.0
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11+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
300 300
310 310
320 320
330 330
340 340
350 350
.0
.0
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.0
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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DIKE 1 STA 9+50 TO 11+50
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12+00
300 300
310 310
320 320
330 330
340 340
350 350
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12+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
300 300
310 310
320 320
330 330
340 340
350 350
.0
.0
.0
.5
.0
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13+00
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
310 310
320 320
330 330
340 340
350 350
.0
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13+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
310 310
320 320
330 330
340 340
350 350
.0
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.0
.0
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14+00
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
310 310
320 320
330 330
340 340
350 350
.0
.0
.1
.3
.1
.3
.0
.0
.0
.0
BANK 1 ARMORING
14+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
310 310
320 320
330 330
340 340
350 350
360 360
.1
.0
.0
.6
.7
.6
.1
.0
.1
.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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K
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330 330
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360 360
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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-40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
310 310
320 320
330 330
340 340
350 350
360 360
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-40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
310 310
320 320
330 330
340 340
350 350
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-40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
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310 310
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320 320
330 330
340 340
350 350
360 360
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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290 290
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290 290
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290 290
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310 310
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290 290
300 300
310 310
320 320
330 330
340 340
350 350
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DIKE 2 STA 13+50 TO 15+50
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W
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18+53
310 310
320 320
330 330
340 340
350 350
360 360
370 370
19+00
-40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
310 310
320 320
330 330
340…
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