Solicitation PLAN SET.pdf
PDF 20 MB Posted
- Solicitation number
- W912EK21B0008
About this file
This document provides details for a federal solicitation seeking drainage and levee inspection services. The solicitation is being issued by the Department of the Army Corps of Engineers Engineering District Rock Island. Services requested include excavation, backfill, hauling and placing of fill materials, pipe video inspections, surveying, and seeding. The work relates to the Mississippi River Basin, Indian Grave Drainage District in Adams County, Illinois for 2019 event levee, boil, and pipe inspection. The NAICS code is 237990 and the small business size standard is $36.5 million. The estimated value of the contract is between $500,000 and $1 million. The period of performance is 180 days. The solicitation is set aside for Service-Disabled Veteran-Owned Small Businesses. Questions must be submitted through ProjNet. Interested parties should review the attached solicitation and plans set for additional requirement details.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912EK21B0008 SOLICITATION.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 -----1------------------..._ ______ _,_ ________ ._ ______ ..._ ______ ....._ ______ _,._ ______ .._ ______ ....._ ______ _, ________ .._ ______ ....._ ______ ___. _________ .._ ______ ....._ ______ ___. ________ .._ ______ ..._ _______ _., ________ .,_ _______ c� p
N
M
L
K
J
H
G
F
E
D
C
B
A
US Army Corps of Engineers ®
ROCK ISLAND DISTRICT
MISSISSIPPI RIVER BASIN
INDIAN GRAVE DRAINAGE DISTRICT
ADAMS COUNTY, ILLINOIS
2019 EVENT LEVEE, BOIL, AND PIPE INSPECTION
SOLICITATION NO: W912EK21B0008
CONTRACT NO:
ISSUE DATE:
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
SIGNATURES AND REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
OF ALL DRAWINGS IN THIS SET.
APPROVAL RECOMMENDED BY:
CHIEF, DESIGN BRANCH
CHIEF, HYDROLOGY & HYDRAULICS BRANCH
CHIEF, GEOTECHNICAL BRANCH
CHIEF, TECHNICAL SERVICES BRANCH
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
DATE
DATE
DATE
DATE
DATE
m US Army Corps of Engineers®
� (0 ('.) C) � iC)
LU
I� 3 1 u.i 0� uof- "'u�LU ---, 0ozet: io 0.. Ol
- .. z .. "' >-o >- en ► Cl 1--z
LU0
et:
0l --s=wzocn 1 □ >- 0 o <( w w�LU□Olet:w:a:>-5 zzz1-::s:::...J1- 0 0 £1::Ss:Quu:l�LU ---cnco<c:o...wu..m:::c�cn w .c::: .:::c .=:, __ z
OOOC'.)Uet'.cn<(cn<(
1-w w I Cl)
0::
w
SHEET ID
G-001
' a, a -� mu � � I z � '.'f �0 Q z "' - ·o � a, Ol c.
(1)1
...J
...J a, a:
z i-,.;
_J
CONTRACTING OFFICER.
WITH THE ROAD COMMISSIONERS, THE DISTRICT, AND
THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS 16.
THE CONTRACTORS RESPONSIBILITY.
PROJECT CONDITIONS PRIOR TO PROJECT COMPLETION AT
ACTIVITIES SHALL BE MINIMIZED AND REPAIRED TO PRE-
DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION 15.
TO CONSTRUCTION ACTIVITIES.
REPAIR/REPLACEMENT OF ANY ROADWAYS DAMAGED DUE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 14.
CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.13.
SPECIFICATION SECTION 02 21 00.
CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS SEE 12.
FOR ENVIRONMENTAL RESTRICTIONS.
REFER TO SPECIFICATIONS SECTION 00 73 05 AND 01 57 19 11.
WITH THE NPDES PERMIT AS SPECIFIED.
WATER POLLUTION PREVENTION PLAN IN ACCORDANCE
THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM 10.
CONSTRUCTION.
NPDES STORM WATER PERMIT PRIOR TO INITIATING
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A 9.
INFORMATION SECTION 00 73 05.
SEE SPECIFICATIONS FOR HYDRAULIC DATA AND GAGE 8.
STARTING.
THE CONTRACTING OFFICER PRIOR TO ANY WORK
BE FIELD STAKED BY THE CONTRACTOR AND APPROVED BY
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL 7.
CONSTRUCTION.
REPAIRING ANY UTILITIES DAMAGED DURING
BEGINNING WORK AND SHALL BE RESPONSIBLE FOR
UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING 6.
PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST.
REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS
CONTRACTOR IS RESPONSIBLE FOR PROTECTING OR
OFFICER AND REMAIN WITHIN THE WORK LIMITS SHOWN.
STAGING SHALL BE COORDINATED WITH THE CONTRACTING 5.
INSPECTION IS LOCATED AT STA 483+00.
THE BOIL REPAIR IS LOCATED AT STA 534+18. THE PIPE
STA 347+60 TO STA 365+35 AND STA 396+89 TO STA 431+18.
THE SEEPAGE EROSION REPAIR AREA IS LOCATED FROM 4.
AERIAL PHOTOGRAPHY WAS TAKEN IN 2017.3.
AND 2000 N FOR THE BOIL REPAIR.
ACCESS TO THE SITE IS VIA COUNTY ROAD KNAPHEIDE RD 2.
ADAMS COUNTY, ILLINOIS. BETWEEN RIVER MILES 331 TO
THE INDIAN GRAVE DRAINAGE DISTRICT IS LOCATED IN 1.
GENERAL NOTES
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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-G
-0
.d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
/0
R O
C K
I S
L A
N D
IL
L
IN
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P
O
J E
C T
C O
D E
A H
E D
D L
E S
T
N
IN
D
E X
A N
D G
E N
R A
L N
O T
E S
G-002
G P
IO
T
R O
W S
K I
R
F E
L L
M
B
IN
D
IA
N
D B
L A
®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
WISCONSIN
ILLINOIS
IN
D
IA
N
A
IOWA
MISSOURI
KENTUCKY
SPRINGFIELD
QUINCY
DAVENPORT
BURLINGTON
ROCK ISLAND
CHICAGO
PROJECT
LOCATION
OHI
O
R
W A
B A
S H
R
MISSOURI R.
R
IL
L
R
ROCK
R
LAKE
MICHIGAN
VICINITY MAP
SCALE IN MILES
25 0 25 50 75
M
ISSISSIPPI
IN
O
IS
PUMP HOUSE PIPE REPAIRS
PH CS101
B5INDIAN201901-CAD_SHEET-2020-04-26-PH-CS101.dgn
PUMP HOUSE (PH)
BOIL REPAIR
BR CG301
B5INDIAN201901-CAD_SHEET-2020-04-26-BR_cg301.dgn
BOIL REPAIR
BR CS100
B5INDIAN201901-CAD_SHEET-2020-04-26-BR_CS101.dgn
BOIL REPAIR (BR)
CROSS SECTIONS BORROW AREABA_CG308
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG308.dgn
CROSS SECTIONS BORROW AREABA_CG307
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG306.dgn
CROSS SECTIONS BORROW AREABA_CG306
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG305.dgn
CROSS SECTIONS BORROW AREABA_CG305
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG304.dgn
CROSS SECTIONS BORROW AREABA_CG304
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG303.dgn
CROSS SECTIONS BORROW AREABA_CG303
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG302.dgn
CROSS SECTIONS BORROW AREABA_CG302
B5INDIAN201901-CAD_SHEET-2020-06-26-BA_CG301.dgn
BORROW AREA TYPICAL SECTIONBA_CG301
B5INDIAN201901-CAD_SHEET-2020-04-26-BA_CS101.dgn
BORROW AREA SITE PLANBA CS101
B5INDIAN201901-CAD_SHEET-2020-04-26-BA_CS101.dgn
BORROW AREA (BA)
CROSS SECTIONS REPAIR AREA 2RA2 CG313
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG313.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG312
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG312.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG311
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG311.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG310
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG310.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG309
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG309.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG308
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG308.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG307
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG307.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG306
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG306.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG305
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG305.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG304
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG304.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG303
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG303.dgn
CROSS SECTIONS REPAIR AREA 2RA2 CG302
B5INDIAN201901-CAD_SHEET-2020-06-28-RA2_CG302.dgn
SITE PLAN REPAIR AREA 2RA2 CS103
B5INDIAN201901-CAD_SHEET-2020-06-24-RA2_CS103.dgn
SITE PLAN REPAIR AREA 2RA2 CS102
B5INDIAN201901-CAD_SHEET-2020-06-24-RA2_CS102.dgn
SITE PLAN REPAIR AREA 2RA2 CS101
B5INDIAN201901-CAD_SHEET-2020-06-24-RA2_CS101.dgn
REPAIR AREA 2 (RA2)
CROSS SECTIONS REPAIR AREA 4RA1 CG308
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG308.dgn
CROSS SECTIONS REPAIR AREA 3RA1 CG307
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG307.dgn
CROSS SECTIONS REPAIR AREA 2RA1 CG306
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG306.dgn
CROSS SECTIONS REPAIR AREA 1RA1 CG305
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG305.dgn
CROSS SECTIONS REPAIR AREA 1RA1 CG304
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG304.dgn
CROSS SECTIONS REPAIR AREA 1RA1 CG303
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG303.dgn
CROSS SECTIONS REPAIR AREA 1RA1 CG302
B5INDIAN201901-CAD_SHEET-2020-06-28-RA1_CG302.dgn
SITE PLAN REPAIR AREA 1RA1 CS102
B5INDIAN201901-CAD_SHEET-2020-06-24-RA1_CS102.dgn
SITE PLAN REPAIR AREA 1RA1 CS101
B5INDIAN201901-CAD_SHEET-2020-06-24-RA1_CS101.dgn
REPAIR AREA 1 (RA1)
TYPICAL SECTIONS REPAIR AREA 1 AND REPAIR AREA 2CG301
B5INDIAN201901-CAD_SHEET-2020-06-28-CG301.dgn
OVERALL SITE PLANCS101
B5INDIAN201901-CAD_SHEET-2020-04-21-CS101.dgn
CIVIL
SURVEY CONTROLV-100B5INDIAN201901-CAD_SHEET-2020-04-28-V-101.dgn
SURVEY
LEGEND AND ABBREVIATIONSG-003B5INDIAN201901-CAD_SHEET-2020-04-20-G-003.dgn
INDEX AND GENERAL NOTESG-002B5INDIAN201901-CAD_SHEET-2020-04-20-G-002.dgn
COVER SHEETG-001B5INDIAN201901-CAD_SHEET-2020-04-20-G-001.dgn
GENERAL
SHEET TITLESHEET IDFILE NAME
INDEX
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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-G
-0
.d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T
L
G E
N D
A N
D A
B B
R E
V
IA
T
IO
G-003
P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
ABBREVIATIONSLEGEND
PROPERTY LINE
PERVIOUS FILL
TREE
LIGHTPOLE
NO WORK
TREELINE
WATER LEVEL
US HIGHWAY
STATE HIGHWAY
SLOPE
RIVERMILE
RIPRAP
RAILROAD
NORTH INDICATOR
INTERSTATE HIGHWAY
FLOW ARROW
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
OVERHEAD ELECTRIC LINE
WATER LINE
STORM LINE
SANITARY LINE
EXISTING LEVEE
EXISTING GROUND
CONSTRUCTION WORK LIMITS
CENTERLINE
BREAKLINE
CONTROL POINT
BENCHMARKBM
FLOW
NORTH
PLAN
W.L. AT '( )
PUMP
HOUSE
PUMP
HOUSE
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
LOCK & DAM 21
CONVERSION FACTOR BASED ON HISTORIC CONVERSION AT 4.
1912 DATUM, ADD APPROXIMATELY 0.92 FEET.
TO CONVERT THE NAVD88 DATUM TO THE HISTORIC MSL 3.
(CONUS), UNITS: U.S. SURVEY FEET.
ILLINOIS WEST. VERTICAL: NAVD88 USING GEIOD 12A
PROJECT DATUMS: HORIZONTAL: NAD83 STATE PLANE 2.
CONTROL SURVEY COMPLETED IN JANUARY 2020.1.
GENERAL SHEET NOTES
S p e c if ic W o rk
A c ti v e
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-V
-1
.d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
J O
H N
S
U
R V
E Y
C O
N T
R
L
V-101
M S
C U
D D
E R
D
J O
H N
S
IN
D
IA
N
M S
C U
D D
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P io tr o w s k i, G e ra ld L
L R
L
SURVEY CONTROL
POINT NORTHING EASTING NAVD88 MSL1912 DESCRIPTION
20-014-1003 1208435.02 1944959.49 491.11 492.06 5/8" REBAR W/ ALUM CAP STAMPED INDIAN GRAVE 2
20-013-1002 1233401.79 1936870.32 492.58 493.50 5/8" REBAR W/ ALUM CAP STAMPED INDIAN GRAVE 1
20-010-1000 1235881.99 1940401.53 743.04 743.96 COE L-126 MAG NAIL W/ WASHER ON BRIDGE CORNER
20-010-1001 1255468.09 1961087.63 614.45 615.40 NGS AK-012 PID DP3220 NOT SHOWN
URSA ALONG HWY 96
LOCATED 3/4 MILES NORTH OF
+/- 9.5 MILES TO NGS AK 012
A1
SURVEY CONTROL
1"=1500'SCALE:
20-010-1000
20-013-1002
20-014-1003
NORTH
PLAN
0 3000'1500'
Y Q
U E
S T
IO
N
S P
L E
A S
E S
E E
S U
R V
E Y
S E
C T
IO
N
A S
A P
R O
F
IL
E
V -S
E C
T -I
D E
N A
S A
H O
R Z
A N
D V
E R
T A
L
IG
N M
E N
T T
O P
L O
T T
H
IS
S E
C T
IO
N
O N
L Y
G O
O D
A T
S E
C T
IO
N
P
L E
A S
E U
S E
T H
E L
IN
E
W O
R K
O N
L A
Y
T
U
R F
A C
E A
T S
E C
T
IO
N T
H R
U B
O
IL
N
O R
T H
E N
D
N A
D
I
L L
IN
O
IS
W
E S
T
N A
V D
S
U R
V E
Y F
E E
T
IN
D
IA
N
G R
A V
E L
E V
E E
D A
M A
G E
S U
R V
E Y
B
IN
D
IA
N
C A
D M
O D
E L
-2
-1
-2
-V -S
P
PUMP
HOUSE
PUMP
HOUSE
PUMP
HOUSE
PUMP
HOUSE
REQUEST.
OF CONTRACT FOLLOWING CONTRACTORS
ELECTRONICALLY, VIA CADD FILE UPON AWARD
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
GENERAL SHEET NOTES
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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-C
S
.d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T
V
E R
A L
L S
IT
E
P L
CS101
P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
OVERALL SITE PLAN
1"=1500'SCALE:
NORTH
PLAN
FLANNIGAN ISLAND
LIBBY ISLAND
ISLAND
TEAL
HOGBACK ISLAND
ISLAND
DEADMAN
MI
SS
ISS
IPP
I R
IVER
FL
OW
R O
C K
A N
D U
R S
A D
IV
E
R S
IO
N
D
IT
C H
ADAMS COUNTY, ILLINOIS
DISTRICT UPPER LEVEE
INDIAN GRAVE DRAINAGE
ADAMS COUNTY, ILLINOIS
DISTRICT LOWER LEVEE
INDIAN GRAVE DRAINAGE
LAKE
GOOSE
SEE SHEET RA1 CS101
LEVEE REPAIR AREA 1
SEE SHEET RA2 CS101
LEVEE REPAIR AREA 2
ACCESS ROUTE
SEE SHEET PH CS101
INSPECTION
PUMP HOUSE PIPE
SEE SHEET BR CS101
BOIL REPAIR
N BOTTOM RD
QUINCY
QUINCY BAY
PU
M P
H O
U
SE
R D
K N
A P
H E
ID
R
D
LYTER RD
RECREATION AREA
CANTON CHUTESEE SHEET BA CS101
(PERVIOUS MATERIAL)
BORROW AREA
ACCESS ROUTE
SEE SHEET RA1 CS104
CONTRACTOR STAGING AREA
AREA SEE SHEET PH CS101
CONTRACTOR STAGING
N
T
H A
V E
E 2
RD
LN
0 3000'1500'
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
485485
490490
DAMAGE.
AND CULVERT DO NOT
EXISTING STORM SEWER
DAMAGE.
AND CULVERT DO NOT
EXISTING STORM SEWER
E. 1,214,083.27
N. 1,937,287.75
BEGIN REPAIR STA 347+60 NLD
,9
,2
.6
E ,2
,7
.7
.5
S
T A
THAN 10H:1V.
SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER
BETWEEEN THE EXISTING LEVEE AND THE REPAIR
TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION 2.
DATABASE (NLD).
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR STAGING AREA
480480
490490
0 3
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
S .d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T O
N
S T
A
T
O
S
IT
E P
L A
N S
R E
P A
IR
A
R E
A
CS101
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA 1
®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
H1
PLAN REPAIR AREA 1 - STA 340+80 TO 349+10
1"=40'SCALE: 40' 80'0
M A
T C
H L
IN
E
R A
C
S
M A T
C H L
IN
E C
S
M A T
C H L
IN
E C
S
A1
PLAN REPAIR AREA 1 - STA 349+10 TO STA 357+20
1"=40'SCALE: 40' 80'0
NORTH
PLAN
NORTH
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
475 475 475 475 475
480480480
480480
480480
485485485485 485485
485485
490490490490
490490490
THAN 10H:1V.
SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER
BETWEEEN THE EXISTING LEVEE AND THE REPAIR
TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION 2.
DATABASE (NLD).
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR STAGING AREA
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
S .d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T O
N
S T
A
T
O S
T A
P L
A N
A N
D P
R O
F
IL
E
R E
P A
IR
A
R E
A
CS102
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
®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
A1
PLAN REPAIR AREA 1 - STA 357+20 TO STA 366+00
1"=40'SCALE: 40' 80'0
M A
T C
H L
IN
E C
S
E 1,212,438.85
N 1,937,775.74
STA 365+40 (APPROX.)
END REPAIR
CONTRACTOR STAGING AREA
1,212,417.181,937,880.226
1,212,446.241,937,933.915
1,212,457.771,937,930.304
1,212,817.441,937,739.563
1,213,018.641,937,597.272
1,212,998.181,937,568.341
EASTING (X)NORTHING (Y)POINT
REPAIR ARE 1 STAGING AREA COORDINATES
NORTH
PLAN
A1
BLDG_ID
BORROW MATERIAL.
CUT MATERIAL SHALL BE PLACED AS FILL PRIOR TO 4.
THE LANDSIDE TOE WITHIN THE CONSTRUCTION LIMITS.
UNSATISFACTORY MATERIALS SHALL BE SPREAD EVENLY ON 3.
STRIPPING
REFER TO THE SPECIFICATIONS SECTION 31 11 00 FOR 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T
Y
P
IC
A L
S E
C T
IO
N
S
CG301
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
10' 20'0
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-C
G
.d g n
PLACE PERVIOUS FILL
LAND SIDE
RIVER SIDE
REMOVE UNSATISFACTORY MATERIAL
GROUND
EXISTING
A1
TYPICAL SECTION - REPAIR AREA 1 AND REPAIR AREA 2
1"=10'SCALE:
CUT MATERIAL
347+57
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
348+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.8
.6
.4
.5
-5:1
348+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.5
.7
.1
-5:1
349+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.1
.1
.6
-5:1
349+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.1
.4
.5
-5:1
350+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.9
.3
.7
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG302
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 347+57 TO STA 350+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
350+50
460 460
470 470
480 480
490 490
500 500
510 510
.6
.0
.7
.8
-5:1
351+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.4
.7
.1
-5:1
351+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.7
.8
.1
.8
-5:1
352+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.7
.3
.2
.1
-5:1
352+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.9
.3
.5
.6
-5:1
353+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.1
.1
.3
.1
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG303
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 350+50 TO STA 353+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
353+50
460 460
470 470
480 480
490 490
500 500
510 510
.3
.3
.6
.4
-5:1
354+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.4
.9
.0
.0
-5:1
354+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.5
.7
.0
.6
-5:1
355+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.5
.0
.7
.9
-5:1
355+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.4
.8
.3
.4
-5:1
356+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.4
.0
.6
.6
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG304
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 353+50 TO STA 356+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
356+50
460 460
470 470
480 480
490 490
500 500
510 510
.3
.6
.0
.2
-5:1
357+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.2
.1
.3
.9
-5:1
357+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.2
.2
.2
.3
-5:1
358+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.1
.3
.3
.6
-5:1
358+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.1
.7
.0
.2
-5:1
359+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.3
.1
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG305
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 356+50 TO STA 359+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
359+50
460 460
470 470
480 480
490 490
500 500
510 510
.9
.6
.0
.6
-5:1
360+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.9
.1
.3
.1
-5:1
360+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.8
.4
.9
.8
-5:1
361+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.8
.0
.6
.7
-5:1
361+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.7
.8
.8
.5
-5:1
362+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.2
.3
.9
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG306
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 359+50 TO STA 362+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
362+50
460 460
470 470
480 480
490 490
500 500
510 510
.6
.8
.0
.9
-5:1
363+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.2
.4
363+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.2
.8
.7
.4
-5:1
364+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.4
.4
.6
.2
-5:1
364+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.3
.8
.2
.3
-5:1
365+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.2
.4
.3
.1
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG307
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 362+50 TO STA 365+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
365+36
460 460
470 470
480 480
490 490
500 500
510 510
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG308
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA1
A1
REPAIR AREA 1 CROSS SECTIONS - STA 365+36
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-1
-R
A C
G .d g n
®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
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
480 485485
490490
,9
,1
.8
E ,2
,2
.6
.2
S
T A
THAN 10H:1V.
SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER
BETWEEEN THE EXISTING LEVEE AND THE REPAIR
TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION 2.
DATABASE (NLD).
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR STAGING AREA
475475475
480480
485485485485
490 490 490 490
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
S .d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T O
N
S T
A
T
O S
T A
P L
A N
A N
D P
R O
F
IL
E
R E
P A
IR
A
R E
A
CS101
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA 2
®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
H1
PLAN REPAIR AREA 2 - STA 391+90 TO STA 400+40
1"=40'SCALE:
NORTH
PLAN
40' 80'0
M A
T C
H L
IN
E R
A C
S
E 1209854.07
N 1939523.74
STA 396+95 (APPROX)
BEGIN REPAIR
A1
PLAN REPAIR AREA 2 - STA 400+40 TO STA 409+20
1"=40'SCALE:
M A
T C
H L
IN
E R
A C
S
M A
T C
H L
IN
E R
A C
S
E 1,209,074.43
N 1,940,056.60
STA 409+19 (APPROX)
BEGIN REPAIR
E 1,209,074.43
N 1,940,056.60
STA 406+30 (APPROX)
END REPAIR
NORTH
40' 80'0
475475
475475475
480480480
485485485
490 490 490
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
47547
475475
480480480480
480480
485485
485485
485485
490 490
490 490 490
THAN 10H:1V.
SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER
BETWEEEN THE EXISTING LEVEE AND THE REPAIR
TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION 2.
DATABASE (NLD).
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR STAGING AREA
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
S .d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T O
N
S T
A
T
O S
T A
P L
A N
A N
D P
R O
F
IL
E
R E
P A
IR
A
R E
A
CS102
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA 2
®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
H1
PLAN REPAIR AREA 2 - STA 409+20 TO STA 418+00
1"=40'SCALE:
NORTH
PLAN
40' 80'0
M A
T C
H L
IN
E R
A C
S
M A
T C
H L
IN
E R
A C
S
M A
T C
H L
IN
E R
A C
S
M A
T C
H L
IN
E R
A C
S
A1
PLAN REPAIR AREA 2 - STA 418+00 TO STA 426+80
1"=40'SCALE:
NORTH
40' 80'0
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
475475
475475
,9
,3
.1
,2
,6
.6
.9
S
T A
THAN 10H:1V.
SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER
BETWEEEN THE EXISTING LEVEE AND THE REPAIR
TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION 2.
DATABASE (NLD).
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR STAGING AREA
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
S .d g n
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
H
E D
D L
E S
T O
N
S T
A
T
O S
T A
P L
A N
A N
D P
R O
F
IL
E
R E
P A
IR
A
R E
A
CS103
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA 2
®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
A1
PLAN REPAIR AREA 2 - STA 426+80 TO STA 433+73.92
1"=40'SCALE:
NORTH
PLAN
40' 80'0
M A
T C
H L
IN
E R
A C
S
E 1,206,935.74
N 1,941,331.58
STA 431+10 (APPROX)
END REPAIR
396+89
460 460
470 470
480 480
490 490
500 500
510 510
397+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.3
.2
.4
.9
-5:1
397+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.7
.1
-5:1
398+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.6
.5
-5:1
398+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.0
.2
-5:1
399+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.0
.7
-5:1
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
A H
E D
D L
E S
T O
N
S T
A
.2
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG302
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 396+89.22 TO STA 365+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®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
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
399+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.8
.2
-5:1
400+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.8
.9
.0
-5:1
400+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.8
.7
-5:1
401+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.3
.7
.4
-5:1
401+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.5
.5
.6
-5:1
402+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.2
.7
.7
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG303
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 399+50 TO STA 402+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
402+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.5
.2
.4
-5:1
403+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.0
.0
.9
-5:1
403+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.2
.3
-5:1
404+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.1
.2
.0
-5:1
404+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.3
.1
-5:1
405+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.4
.2
.3
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG304
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 402+50 TO STA 405+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
405+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.6
.4
-5:1
406+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.5
.7
.9
-5:1
406+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
407+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
407+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
408+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG305
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 405+50 TO STA 408+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
NO WORK PERFORMED AT THIS STATION
NO WORK PERFORMED AT THIS STATION
NO WORK PERFORMED AT THIS STATION
NO WORK PERFORMED AT THIS STATION
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
408+50
460 460
470 470
480 480
490 490
500 500
510 510
409+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
409+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.6
.3
.6
.7
-5:1
410+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.1
.6
.8
-5:1
410+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.0
.9
.2
-5:1
411+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.5
.3
.9
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG306
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 408+50 TO STA 411+00
1"=10'SCALE:
NO WORK PERFORMED AT THIS STATION
NO WORK PERFORMED AT THIS STATION
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®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
411+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.9
.9
-5:1
412+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.1
.9
-5:1
412+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.3
.2
.9
-5:1
413+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.4
.7
.8
-5:1
413+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.0
.7
.3
-5:1
414+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.0
.2
.8
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG307
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 411+50 TO STA 414+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
414+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.7
.9
-5:1
415+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.8
.5
-5:1
415+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.0
.8
.9
-5:1
416+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.9
.8
-5:1
416+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.0
.9
.1
-5:1
417+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.2
.8
.9
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG308
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 414+50 TO STA 417+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
417+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.3
.8
.1
-5:1
418+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.4
.1
.6
-5:1
418+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.6
.9
-5:1
419+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.4
.2
.0
-5:1
419+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.8
.5
.1
-5:1
420+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.1
.7
.4
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG309
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 417+50 TO STA 420+00
1"=10'SCALE: 10' 20'0
®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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
420+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.0
.3
-5:1
421+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.4
.3
-5:1
421+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.3
.0
.9
-5:1
422+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.1
.4
.8
-5:1
422+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
.0
.1
.1
.3
-5:1
423+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.6
.3
.8
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG310
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 420+50 TO STA 423+00
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
423+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.8
.6
-5:1
424+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.5
.2
.2
-5:1
424+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.7
.2
-5:1
425+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.9
.1
-5:1
425+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.1
.3
.2
-5:1
426+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.8
.4
.7
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG311
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 420+50 TO STA 426+00
1"=10'SCALE: 10' 20'0
®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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d
426+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.6
.5
-5:1
427+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.8
.7
.1
-5:1
427+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.9
.2
.6
-5:1
428+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.8
.3
-5:1
428+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.4
.8
.0
-5:1
429+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.8
.2
.7
-5:1
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG312
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 426+50 TO STA 429+00
1"=10'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d g n
®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
429+50
460 460
470 470
480 480
490 490
500 500
510 510
.0
.4
.0
.4
-5:1
430+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
510 510
.0
.7
.9
.0
-5:1
430+50
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
.4
.2
431+00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
.7
.6
.0
.5
-5:1
431+18
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10
460 460
470 470
480 480
490 490
500 500
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
R E
P A
IR
A
R E
A
CG313
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
RA2
A1
REPAIR AREA 2 CROSS SECTIONS - STA 429+50 TO STA 431+18
1"=10'SCALE: 10' 20'0
®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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N -C
A D
S
H E
E T
-2 -0
-2
-R
A C
G .d
ACQUIRED.
MATERIAL TO MEET IN-PLACE DESIGN ELEVATIONS IS
EXCAVATE TO THE GIVEN DIMENSIONS IF SUFFICIENT
DIMENSIONS AND FOOTPRINT, BUT IS NOT REQUIRED TO
THE CONTRACTOR MUST STAY WITHIN THE BORROW 4.
HAVE BEEN REMOVED.
CONDITION AFTER ALL NECESSARY BORROW MATERIALS
SMOOTHLY GRADE THE BORROW SITE IN A UNIFORM 3.
THE LANDSIDE OF THE LEVEE.
THE PERVIOUS MATERIAL BORROW SITE IS LOCATED ON 2.
DATABASE (NLD).
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR STAGING AREA
,9
,0
.3
E ,2
,7
.2
.0
S
T A
,9
,2
.4
E ,2
,8
.4
.0
S
T A
E ,9
,0
.0
N ,2
,5
.7
.9
S
I E ,9
,1
.6
N ,2
,3
.3
.4
S
,9
,1
.0
N ,2
,3
.7
.7
S
,9
,1
.8
N ,2
,1
.8
.1
S
I
3 4 5 6
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T
IT
E P
L A
N
B O
R R
O W
A R
E A
CS101
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
BA
A1
BORROWAREA
1"=40'SCALE:
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-B
A
C S
.d g n
A H
E D
D L
E S
T
IT
E P
L A
N
B O
R R
O W
A R
E A
CS101
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
BA
®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
NORTH
PLAN
80' 160'0
1,216,575.271,937,084.3013
1,216,375.131,937,129.8712
1,216,162.251,937,176.9911
1,215,816.011,937,214.8610
1,215,832.991,937,370.079
1,216,152.971,937,352.938
1,216,187.681,937,347.307
1,216,309.361,937,285.486
1,216,458.651,937,279.055
1,216,569.641,937,264.264
1,216,658.281,937,175.123
1,216,846.401,937,102.522
1,216,822.871,937,016.541
EASTING (X)NORTHING (Y)POINT
BORROW AREA COORDINATES
A1
CG301
BA
.1
.0
.0
.4
.0
.2
.1
.0
THE LANDSIDE TOE WITHIN THE CONSTRUCTION LIMITS.
UNSATISFACTORY MATERIALS SHALL BE SPREAD EVENLY ON 3.
STRIPPING
REFER TO THE SPECIFICATIONS SECTION 31 11 00 FOR 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
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
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
A H
E D
D L
E S
T
Y
P
IC
A L
S E
C T
IO
N
S
B O
R R
O W
A R
E A
CG301
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
BA
10' 20'0
®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
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-B
A
C G
.d g n
H1
TYPICAL SECTION BORROW AREA
1"=10'SCALE:
LAND SIDE RIVER SIDE
320+84
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20
460 460
470 470
480 480
490 490
500 500
320+84
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20
460 460
470 470
480 480
490 490
500 500
321+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20
460 460
470 470
480 480
490 490
500 500
321+50
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20
460 460
470 470
480 480
490 490
500 500
.6
.0
.0
.0
.0
.3
.6
.0
-5:1
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
A H
E D
D L
E S
T O
N
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
B O
R R
O W
A R
E A
CG302
G P
IO
T
R O
W S
K I
R
F E
L L
M
IN
D
IA
N
D B
L A
N D
BA
A1
BORROW AREA CROSS SECTIONS - STA 320+84 TO STA 321+50
1"=10'SCALE: 10' 20'0
S p e c if ic W o rk
A c ti v e
P io tr o w s k i, G e ra ld L
L R
L
B
IN
D
IA
N
-C A
D
S H
E E
T -2
-0
-2
-B
A
C G
.d g n
®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
A N
S I
X
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E B
O
IL
A
N D
P
IP
E I
N S
P E
C T
IO
N
A D
A M
S C
O U
N T
Y
IL
L
IN
O
IS
IN
D
IA
N
G R
A V
E D
R A
IN
A
G E
D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W
E K
B
/0
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
O
J E
C T
C O
D E
322+00
460 460
470 470
480 480
490 490
500 500
510 510
.2
.0
.0
.3
.0
.9
.2
.0
-5:1
322+50
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20
460 460
470 470
480 480
490 490
500 500
510 510
.9
.0
.0
.5
.0
.4
.9
.0
-5:1
323+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20
460 460
470 470
480 480
490 490
500 500
510 510
.0
.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .