W912EK21B0004 Drawings.pdf
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- SOLICITATION - ILLINOIS RIVER BASIN, MARSEILLES DAM, MARSEILLES, IL, DIKE BANK PROTECTION
- Solicitation number
- W912EK21B0004
About this file
This document provides details for a federal contract solicitation for dike bank protection work at the Marseilles Dam in Illinois. The solicitation is seeking a contractor to perform bedding stone and riprap placement, quantity surveying, and site restoration. It is a HUBZone small business set-aside with a NAICS code of 237990 and size standard of $39.5 million. The estimated value ranges from $500,000 to $1 million and the period of performance is 120 consecutive calendar days. Questions must be submitted through ProjNet and additional information can be found in clause MVR.02. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Rock Island.
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| File | Type | Posted |
|---|---|---|
| Bid Summary Sheet - Marseilles.pdf | ||
| W912EK21B0004.pdf |
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ILLINOIS RIVER BASIN
C
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H E
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MARSEILLES DAM
MARSEILLES, IL
DIKE BANK PROTECTION
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SOLICITATION
Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
of Engineers
US Army Corps
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®of Engineers
US Army Corps of Engineers
US Army Corps
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
NOVEMBER 2020
SHEET ID
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GENERAL NOTES
COMPLETION AT THE CONTRACTOR RESPONSIBILITY.
PREPROJECT CONDITIONS PRIOR TO PROJECT
ACTIVITIES SHALL BE MINIMIZED AND REPAIRED TO
DAMAGE TO THE DAM CAUSED BY CONSTRUCTION 13.
CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.12.
02 21 00.
AS SPECIFIED IN SPECIFICATION SECTIONS 00 73 05 and
CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS 11.
19 FOR ENVIRONMENTAL RESTRICTIONS.
REFER TO SPECIFICATIONS SECTION 00 73 05 AND 01 57 10.
ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.
STORM WATER POLLUTION PREVENTION PLAN IN
THE CONTRACTOR SHALL PREPARE AND SUBMIT A 9.
CONSTRUCTION.
NPDES STORM WATER PERMIT PRIOR TO INITIATING
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A 8.
AERIAL PHOTOGRAPHY WAS TAKEN IN 2003. 7.
INFORMATION SECTION 00 73 05.
SEE SPECIFICATIONS FOR HYDRAULICS DATA AND GAGE 6.
ANY WORK STARTING.
APPROVED BY THE CONTRACTING OFFICER PRIOR TO
SHALL BE FIELD STAKED BY THE CONTRACTOR AND
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN 5.
DAMAGED DURING CONSTRUCTION.
SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES
UTILITIES ON SITE PRIOR TO BEGINNING WORK AND
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING 4.
ALONG THE ILLINOIS RIVER STA 2+20 TO STA. 17+59.
THE REPAIR AREA IS LOCATED ON THE RIVERSIDE 3.
STREETS AND RIGHT OF WAY.
FLOATING PLANT. VEHICULAR ACCESS IS VIA PUBLIC
ACCESS TO CONSTRUCTION WORK LIMITS IS VIA 2.
THROUGH 248.
LASALLE COUNTY BETWEEN RIVER MILES 247.3
THIS PROJECT IS LOCATED IN MARSEILLES , IL IN 1.
WISCONSIN
ILLINOIS
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SPRINGFIELD
QUINCY
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LEGEND
STAGING AREA
SITE ACCESS
RIPRAP PLACEMENT
MINOR CONTOUR
MAJOR CONTOUR
DIKE CENTERLINE
CONTOUR
EXISTING MINOR
CONTOUR
EXISTING MAJOR
EXISTING GROUND
BEDDING STONE PLACEMENT
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A1
PLAN - SURVEY CONTROL
0 200'SCALE : 1"=100'-0" 100'
2+00
1+00
3+00
A U
R O
R A S
T
BROADWAY ST
ILLINOIS ST
WALLACE ST
RIVER ST
G R
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P E
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BROADWAY ST
ILLINOIS ST
TOLIN ST
WALLACE ST
ILLINOIS RIVER
FLOW
GENERAL SHEET NOTES
N
MARSEILLES 3 (13-149-118) 1699295.85 2699751.50 488.97 2" COE ALUM CAP ON 5/8"REBAR
MARSEILLES 2 (13-151-1024) 1699510.81 2697744.55 487.76 MAG NAIL IN BITUM SURFACE
MARSEILLES 1 (13-149-117) 1699094.81 2700497.25 488.52 2" COE ALUM CAP ON 5/8"REBAR
GUM CREEK (13-149-3001) 1699992.07 2700486.41 494.67 STD BRASS DISC CULVERT HEADWALL @ GUM CREEK
NGS K 231 (13-122-1100) 1712775.19 840896.96 616.38 PID MF0390 @ NE CORNER OTTAWA AIRPORT
POINT ID NORTHING EASTING NGVD29 ELEV DESCRIPTION
TO CONVERT NGVD 1929 TO MSL 1912 ADD 0.40 FEET.
3. TO CONVERT NGVD 1929 TO NAVD88 SUBTRACT 0.20 FEET
VERTICAL DATUM: NGVD 1929.
2. HORIZONTAL DATUM: NAD83 (CONUS) ILLINOIS WEST-1202
FIELD SURVEYS COMPLETED IN JUNE AND JULY 2013.1.
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0 200'SCALE : 1"=100'-0" 100'
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GENERAL SHEET NOTES
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
CONSTRUCTION WORK LIMIT WILL BE PROVIDED 1.
N
PLACEMENT STA 2+40
START OF RIPRAP
PLACEMENT STA 17+59
END OF RIPRAP
WORK LIMITS
CONSTUCTION
SINKHOLE
REPAIR
PARKING AREA
PROPOSED
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MA08_S
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B0001
13_12 3_111
V-Con trol C heck
CONTROL CHECK
MA08_S
ITECOND_V-T
B0001
13_15 1_102
V-Con trol Po int
Existi ng Co ntrol P oint
MA08_S
ITECOND_V-T
B000
13_12 3_111
V-Con trol C heck
CONTROL CHECK
MA08_S
ITECOND_V-T
B0001
13_15 1_101
V-Con trol Po int
Existi ng Co ntrol P oint
MA08_S
ITECOND_V-T
B0001
13_12 3_111
V-Con trol C heck
CONTROL CHECK
MA08_S
ITECOND_V-T
B0001
13_12 3_111
V-Con trol C heck
CONTROL CHECK
MA08_S
ITECOND_V-T
B0001
13_12 3_111
V-Con trol C heck
CONTROL CHECK
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PLAN - RIPRAP PLACEMENT - STA 0+00 TO STA 5+00
0 40'SCALE : 1"=20'-0" 10' 20'
N
M A T C
H L
IN
E S
T A
E= 2,699,692.03
N= 1,699,710.76
STA 0+00
POE
E= 3.56'
T= 8.60'
L= 13.51'
D= 306°13'47.98"
R= 8.60'
PI STA= 0+37.67
E= 2,697,729.03
N= 1,699,717.81
PC STA 0+29.07
P T S
T A
.5
PLACEMENT TYP
RIPRAP
IL
L
IN
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F L O
W
S T A
.2
E N
D O
F R
IP
R A P P
L A
C E
M E
N T
S T A
.8
S T A
R T O
F R
IP
R A P P
L A
C E
M E
N T
S T A
.8
E N
D O
F R
IP
R A P P
L A
C E
M E
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S T A
.9
S T A R T O
F R
IP
R A P P
L A C E
M E
N T
GENERAL SHEET NOTES
CONSTRUCTION
EXISTING MOORING CELLS SHALL BE AVOIDED DURING 4.
PLACEMENT OF RIPRAP.
EXISTING BOAT DOCKS SHALL BE AVOIDED DURING 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED TO PREPROJECT
ANY DAMAGE TO THE DAM FROM CONSTRUCTION 2.
USES ONLY.
CONTRACT STATIONING IS TO BE USED FOR REPAIR
CENTERLINE IS BASED ON THE DIKE ALIGNMENT. THE 1.
2697742.71 E, 1699538.64 N 8.
2697744.58 E, 1699506.78 N 7.
2697752.32 E, 1699465.41 N 6.
2697725.89 E, 1699461.77 N 5.
2697714.75 E, 1699539.70 N 4.
PROPOSED PARKING AREA COORDINATES
CONCRETE MAT.
BEDDING STONE IS NOT REQUIRED ON FABRIC FORMED 3.
FILLED SINK HOLES.
PLACE 6" BEDDING AND 24" ON TOP OF PREVIOUSLY 2.
EXISTING GRADE.
SINK HOLES SHALL BE FILLED WITH BEDDING STONE TO 1.
SHEET KEYNOTES
SINKHOLES
REPAIR
S T A
R T O
F R
IP
R A P P
L A
C E
M E
N T
S T A
.0
C -3
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MOORING CELL
EXISTING
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MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
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O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
PLAN - RIPRAP PLACEMENT - STA 5+00 TO STA 10+00
0 40'SCALE : 1"=20'-0" 10' 20'
N
0 8
0 9
M A
T C
H L
IN
E S
T A
PLACEMENT TYP
RIPRAP
ILLINOIS RIVER
FLOW
M A
T C
H L
IN
E S
T A
S T
A
.3
E N
D O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.2
S T
A R
T O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.7
E N
D O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.1
S T
A R
T O
F R
IP
R A
P P
L A
C E
M E
N T
GENERAL SHEET NOTES
CONSTRUCTION.
EXISTING MOORING CELLS SHALL BE AVOIDED DURING 4.
PLACEMENT OF RIPRAP.
EXISTING BOAT DOCKS SHALL BE AVOIDED DURING 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED TO PREPROJECT
ANY DAMAGE TO THE DAM FROM CONSTRUCTION 2.
USES ONLY.
CONTRACT STATIONING IS TO BE USED FOR REPAIR
CENTERLINE IS BASED ON THE DIKE ALIGNMENT. THE 1.
S T
A
.6
E N
D O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.8
S T
A R
T O
F R
IP
R A
P P
L A
C E
M E
N T
BEDDING STONE IS NOT REQUIRED BEHIND BOAT DOCK. 2.
BEDDING STONE.
THE FACE OF THE SLOPE AND BURY ROOTS WITH
CONTRACTOR SHALL CUT TREE ROOTS SYSTEM ALONG 1.
SHEET KEYNOTES
C-302
A1
MOORING CELL
EXISTING
EXISTING BOAT DOCK
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECKMA08_SITECOND_V-TB0001Existing Control Point
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T E
N
S T
A
T
O S
T A
R
IP
R A
P P
L A
C E
M E
N T
C-104
P L
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
PLAN - RIPRAP PLACEMENT - STA 10+00 TO STA 15+00
0 40'SCALE : 1"=20'-0" 10' 20'
N
0 1
0 1
M A
T C
H L
IN
E S
T A
M A T
C H
L
IN
E S
T A
ILLINOIS RIVER
FLOW
PLACEMENT TYP
RIPRAP
S T
A
.6
E N
D O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.7
S T
A R
T O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.7
S
T A
R T O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.5
E
N D O
F R
IP
R A
P P
L A
C E
M E
N T
PLACEMENT OF RIPRAP.
EXISTING BOAT DOCKS SHALL BE AVOIDED DURING 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED TO PREPROJECT
ANY DAMAGE TO THE DAM FROM CONSTRUCTION 2.
USES ONLY.
CONTRACT STATIONING IS TO BE USED FOR REPAIR
CENTERLINE IS BASED ON THE DIKE ALIGNMENT. THE 1.
GENERAL SHEET NOTES
C-301
A1
S T
A
.5
S
T A
R T O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
.0
E
N D O
F R
IP
R A
P P
L A
C E
M E
N T
BOAT DOCK
EXISTING
NOT DAMAGE
CULVERT/PIPE DO
EXISTING
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001V-Control CheckCONTROL CHECK
MA08_SITECOND_V-TB0001Existing Control Point
MA08_SITECOND_V-TB0001Existing Control Point
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T E
N
S T
A
T
O S
T A
R
IP
R A
P P
L A
C E
M E
N T
C-105
P L
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
PLAN - RIPRAP PLACEMENT - STA 15+00 TO STA 17+00
0 40'SCALE : 1"=20'-0" 10' 20'
N
M A T
C H
L
IN
E S
T A
0 E
,6
,1
.3
N
,6
,3
.5
S
T A
P O
E
ILLINOIS RIVER
FLOW
PLACEMENT TYP
RIPRAP
S T
A
.3
E N
D O
F R
IP
R A
P P
L A
C E
M E
N T
E N
D O
F R
IP
R A
P P
L A
C E
M E
N T
GENERAL SHEET NOTES
PLACEMENT OF RIPRAP.
EXISTING BOAT DOCKS SHALL BE AVOIDED DURING 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED TO PREPROJECT
ANY DAMAGE TO THE DAM FROM CONSTRUCTION 2.
USES ONLY.
CONTRACT STATIONING IS TO BE USED FOR REPAIR
CENTERLINE IS BASED ON THE DIKE ALIGNMENT. THE 1.
S T
A
.3
E
N D O
F R
IP
R A
P P
L A
C E
M E
N T
S T
A
S T
A R
T O
F R
IP
R A
P P
L A
C E
M E
N T
BOAT DOCK
EXISTING
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
-10 0 10 20 30 40 50
470 470
TOP OF RIPRAP EL 485.77
FLAT POOL EL 482.80
EXISTING GRADE
EXISTING CONCRETE MAT
24" RIPRAP
6" MIN BEDDING STONE
500 500
TOP OF RIPRAP EL 485.77
FLAT POOL EL 482.80
EXISTING GRADE
6" MIN BEDDING STONE
24" RIPRAP
-10 0 10 20 30 40 50
470 470
480 480
490 490
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T E
N
T Y
P
IC
A L
R
IP
R A
P P
L A
C E
M E
N T
C-301
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT TYPICAL - STA 4+16.85 - STA 17+54.35
GENERAL SHEET NOTES
ELEVATION.
WATER LEVEL CORRESPONDS TO FLAT POOL 7.
DISPOSED OF ACCORDING TO SPECIFICATIONS.
REBAR/STEEL SHALL BE CUT TO THE SURFACE AND
ANY EXISTING CONCRETE WITH PROTRUDING 6.
CONCRETE MAT.
BEDDING STONE IS NOT REQUIRED ON FABRIC FORMED 5.
F. CONDUCT FINAL SURVEY.
E. PLACE RIPRAP.
STONE ELEVATION AND QUANTITY.
D. CONDUCT INTERIM SURVEY TO DETERMINE BEDDING
C. PLACE BEDDING STONE.
THAN 2:5:1
AND PLACED IN AREAS WHERE SLOPES ARE LESS
B. EXISTING LARGE ROCK SHALL BE REPOSITIONED
A. CONDUCT PRECONSTRUCTION SURVEY.
ORDER.
RIPRAP PLACEMENT TO OCCUR IN THE FOLLOWING 4.
VOIDS PRIOR TO THE RIPRAP PLACEMENT.
USED TO CREATE THE DESIRED SLOPE AND FILL ANY
BEDDING STONE . THE BEDDING STONE SHOULD BE
SLOPE PRIOR TO THE PLACEMENT OF RIPRAP AND
THERE IS NO REQUIREMENT TO SHAPE THE EXISTING 3.
RIVER FOR LOADING.
AT THE QUARRY'S DOCK OR TRANSPORTED TO THE
MATERIAL SHALL BE LOADED ON THE FLOATING PLANT 2.
REQUIREMENTS.
REFER TO SPECIFICATIONS FOR MATERIAL 1.
0 2' 4' 8'SCALE : 1/4"=1'-0"
E1
SECTION - RIPRAP PLACEMENT TYPICAL - STA 2+20 - STA 3+82.38
0 2' 4' 8'SCALE : 1/4"=1'-0"
-10 0 10 20 30 40 50
470 470
480 480
490 490
500500
TOP OF RIPRAP EL 486.38
FLAT POOL EL 482.80
EXISTING GRADE
APPROXIMATELY 11' FROM EMBANKMENT
EXISTING BOAT DOCK
RIPRAP
2.5
EXISTING BOAT DOCK
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T E
N
T Y
P
IC
A L
R
IP
R A
P P
L A
C E
M E
N T
C-302
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT TYPICAL - STA 6+29 - STA 6+66
0 2' 4' 8'SCALE : 1/4"=1'-0"
GENERAL SHEET NOTES
ELEVATION.
WATER LEVEL CORRESPONDS TO FLAT POOL 6.
DISPOSED OF ACCORDING TO SPECIFICATIONS.
REBAR/STEEL SHALL BE CUT TO THE SURFACE AND
ANY EXISTING CONCRETE WITH PROTRUDING 5.
DOCK. SEE SHEET C-103
BEDDING STONE IS NOT REQUIRED BEHIND THE BOAT 4.
C. CONDUCT FINAL SURVEY.
B. PLACE RIPRAP.
A. CONDUCT PRECONSTRUCTION SURVEY.
ORDER.
RIPRAP PLACEMENT TO OCCUR IN THE FOLLOWING 3.
RIVER FOR LOADING.
AT THE QUARRY'S DOCK AND TRANSPORTED TO THE
MATERIAL SHALL BE LOADED ON THE FLOATING PLANT 2.
REQUIREMENTS.
REFER TO SPECIFICATIONS FOR MATERIAL 1.
2+43
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.8:1
-7.7:1
.8
.6
O F
.8
.0
O
.8
.8
O
.3
.8
O
F F
486.29EL
60.89'OFF
485.85EL
66.19'OFF
480.66EL
83.23'OFF
2+50
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.7:1
.7
.9
O
.2
.9
O
.4
.2
O
.0
.2
O
485.77EL
64.29'OFF
485.77EL
68.97'OFF
480.32EL
86.94'OFF
2+75
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.6:1
.7
.2
O
.8
.9
O
68.32'OFF 4
.1
.5
O
71.92'OFF
477.74EL
96.12'OFF
3+00
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.6:1
.7
.4
O
.5
.8
O
.1
.1
O
69.47'OFF 4
.6
.1
O
73.04'OFF
476.19EL
101.22'OFF
3+25
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-3.9:1
.7
.8
O
.2
.1
O
.4
.3
O
.0
.3
O
477.18EL
91.23'OFF
485.77EL
50.32'OFF
485.77EL
59.06'OFF
3+50
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.6:1
.2
.2
O
.7
.2
O
.9
.8
O
.6
.8
O F
F
485.77EL
25.14'OFF
485.77EL
28.77'OFF
476.27EL
55.25'OFF
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T
IP
R A
P P
L A
C E
M E
N T
C-311
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT
0 20'10'SCALE : 1"=10'-0"
TYP
24" RIPRAP
GRADE TYP
EXISTING
STONE TYP
6" BEDDING
TYP
1:1 SLOPE
4+25
460 460
470 470
480 480
490 490
-2.6:1
.7
.4
O
.6
.6
O
22.24'OFF
485.77EL
25.34'OFF
476.41EL
53.91'OFF
.5
.4
O
.0
.4
O
4+50
460 460
470 470
480 480
490 490
500 500
485.77EL
21.43'OFF
485.77EL
24.61'OFF
476.92EL
53.54'OFF
.7
.7
O
.8
.5
O
.0
.3
O
.3
.5
O
5+00
460 460
470 470
480 480
490 490
500 500
-2.7:1
-4.9:1
.7
.1
O
.4
.5
O
22.24'OFF
485.77EL
26.39'OFF
478.62EL
47.41'OFF
.8
.2
O
.3
.2
O
6+00
460 460
470 470
480 480
490 490
500 500
-2.7:1
.7
.8
O
.3
.4
O F
F
.1
.7
O
486.27EL
21.87'OFF
.8
.4
O
.2
.8
O
479.59EL
45.28'OFF
6+25
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
500 500
-2.7:1
.7
.9
O
.9
.5
O F
F
.4
.9
O
.4
.5
O F
F
485.79EL
20.19'OFF
485.79EL
25.36'OFF
479.23EL
44.20'OFF
6+50
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
500 500
486.38EL
14.55'OFF
.3
.5
O
.8
.4
O
.6
.4
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T
R A
P P
L A
C E
M E
N T
C-312
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT
0 20'10'SCALE : 1"=10'-0"
RIPRAP
BOAT DOCK
EXISTING
GRADE
EXISTING
TYP
24" RIPRAP
BEDDING TYP
6" STONE
GRADE TYP
EXISTING
TYP
1:1 SLOPE
6+75
460 460
470 470
480 480
490 490
-3.1:1
.7
.4
O F
F
.1
.5
O
.7
.8
O
.6
.5
O
17.95'OFF
485.77EL
24.08'OFF
485.44EL
25.10'OFF
7+50
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.7:14
.7
.6
O
.8
.2
O
.6
.8
O
.1
.8
O
21.96'OFF
485.77EL
27.10'OFF
480.57EL
41.49'OFF
7+75
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.9:1
.3
.6
O
23.21'OFF
485.77EL
28.94'OFF
.7
.7
O
.1
.6
O
.6
.6
O
484.01EL
33.97'OFF
8+00
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-2.5:14
.8
.6
O
.6
.4
O
485.82EL
25.71'OFF
485.82EL
30.74'OFF
483.71EL
36.43'OFF
.1
.1
O
.4
.2
O
8+25
460 460
470 470
480 480
490 490
-2.6:1
.7
.5
O
.0
.3
O
.0
.7
O
485.78EL
25.86'OFF
485.78EL
31.06'OFF
484.34EL
35.43'OFF
.5
.3
O
8+50
460 460
470 470
480 480
490 490
-3.1:1
.7
.6
O
F F
.3
.2
O
.9
.4
O
25.19'OFF
485.46EL
32.37'OFF
.8
.2
O
31.40'OFF
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T
R A
P P
L A
C E
M E
N T
C-313
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT
0 20'10'SCALE : 1"=10'-0"
TYP
24" RIPRAP
BEDDING TYP
6" STONE
GRADE TYP
EXISTING
1:1 SLOPE TYP
8+75
460 460
470 470
480 480
490 490
-3.2:1
.7
.2
O
F F
.4
.9
O
F F
.1
.0
O
.9
.9
O
30.33'OFF
485.75EL
30.40'OFF
485.77EL
23.89'OFF
9+00
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-3:1
.7
.6
O
.5
.3
O
.4
.3
O
.0
.3
O
23.17'OFF
485.77EL
29.17'OFF
484.82EL
32.02'OFF
9+25
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-3:14
.7
.5
O
.9
.1
O F
F
.6
.1
O
.4
.1
O
24.02'OFF
485.77EL
29.99'OFF
485.29EL
31.55'OFF
9+50
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-3:14
.7
.6
O
.8
.6
O
.5
.2
O
.3
.6
O
22.98'OFF
485.77EL
29.03'OFF
484.94EL
31.86'OFF
9+75
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-3.1:1
.7
.1
O
.7
.5
O
.6
.0
O
.1
.0
O
23.84'OFF
485.77EL
29.71'OFF
484.53EL
33.29'OFF
10+00
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-4:1
.7
.5
O F
F
.9
.0
O
.5
.2
O
.4
.0
O
22.66'OFF
485.77EL
28.98'OFF
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T
R A
P P
L A
C E
M E
N T
C-314
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT
0 20'10'SCALE : 1"=10'-0"
TYP
24" RIPRAP
BEDDING TYP
6" STONE
GRADE TYP
10+50
460 460
470 470
480 480
490 490
-3.7:1
.0
.1
O
.8
.1
O
.7
.8
O
.5
.1
O
20.81'OFF
485.77EL
26.15'OFF
11+00
0 10 20 30 40 50 60 70 80 90 100 110
460 460
470 470
480 480
490 490
-3.6:1
.7
.2
O
.9
.8
O F
F
.8
.8
O
.4
.8
O
24.16'OFF
485.77EL
29.92'OFF
11+25
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-3.6:1
.7
.5
O F
F
.9
.9
O
.8
.0
O
.4
.9
O
24.45'OFF
485.77EL
30.07'OFF
11+50
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-3.7:1
.7
.8
O
.2
.4
O
.1
.4
O
.7
.4
O
23.72'OFF
485.77EL
28.78'OFF
12+00
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
500 500
-3:1
.7
.2
O
.0
.5
O F
F
.3
.5
O
.5
.5
O F
F
485.77EL
28.83'OFF
485.77EL
23.02'OFF
484.25EL
34.56'OFF
12+25
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
500 500
-4.2:1
.7
.9
O
.4
.6
O F
F
.4
.7
O
.9
.6
O
24.08'OFF
485.77EL
29.37'OFF
12+50
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
500 500
-5:1
.7
.0
O F
F
.7
.2
O F
F
.5
.3
O
.2
.2
O
24.27'OFF
485.77EL
29.12'OFF
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T
R A
P P
L A
C E
M E
N T
C-315
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT
0 20'10'SCALE : 1"=10'-0"
TYP
24" RIPRAP
BEDDING TYP
6" STONE
GRADE TYP
12+75
470 470
480 480
490 490
500 500
-4.8:1
.7
.9
O F
F
.5
.0
O
.5
.0
O
.0
.0
O
25.52'OFF
485.77EL
30.82'OFF
13+00
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-4.2:1
.7
.7
O
.4
.4
O
.4
.4
O
.9
.4
O
24.82'OFF
485.77EL
30.17'OFF
13+25
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-3.3:1
.7
.9
O
.4
.4
O F
F
.1
.5
O
.9
.4
O
22.63'OFF
485.77EL
28.99'OFF
13+50
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-3.7:1
.7
.4
O F
F
.2
.1
O F
F
.1
.1
O
.7
.1
O
21.33'OFF
485.77EL
27.49'OFF
13+75
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-3.3:1
.7
.6
O F
F
.1
.3
O F
F
.8
.5
O
.5
.3
O
485.79EL
20.41'OFF
485.79EL
25.61'OFF
14+00
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
-2.8:1
.7
.6
O
.5
.6
O
.0
.6
O
.0
.6
O
16.52'OFF
485.77EL
19.87'OFF
483.91EL
28.79'OFF
14+25
0 10 20 30 40 50 60 70 80 90 100 110
470 470
480 480
490 490
.9
.7
O F
F
.5
.2
O
.7
.3
O
485.91EL
21.22'OFF
485.91EL
28.17'OFF
.9
.2
O
14+50
470 470
480 480
490 490
-5.4:1
.7
.8
O
.3
.8
O
.3
.8
O
485.78EL
19.39'OFF
485.78EL
25.42'OFF
.7
.8
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
IW
L D
B
IW
L D
J.
D
IC
K
A U
D B
L A
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/1
/2
R O
D R
IG
U
E Z
A H
E D
D L
E S
T
R A
P P
L A
C E
M E
N T
C-316
S E
C T
E
K B
M A
R S
E
IL
L E
S
IL
M A
R S
E
IL
L E
S D
A M
IL
L
IN
O
IS
R
IV
E
R B
A
E B
A N
K P
R O
T E
C T
SECTION - RIPRAP PLACEMENT
0 20'10'SCALE : 1"=10'-0"
TYP
24" RIRAP
BEDDING TYP
6" STONE
GRADE TYP
EXISTING 1:1 SLOPE TYP
| B5IWLD05202001-CAD_SHEET-2020-04-21-G-001 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-G-002 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-G-003 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-V-101 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-101 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-102 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-103 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-104 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-105 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-301 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-302 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-311 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-312 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-313 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-314 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-315 |
| B5IWLD05202001-CAD_SHEET-2020-04-21-C-316 |
| 2020-11-20T09:26:10-0600 | |
| MOTT.RONALD.L.1231238138 |
| 2020-11-20T10:17:55-0600 | |
| STEWART.MATTHEW.E.1231228442 |
| 2020-11-20T10:46:37-0600 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2020-12-03T10:13:29-0600 | |
| MACK.THOMAS.E.1230411235 |
| 2020-12-04T14:22:02-0600 | |
| PERK.ROGER.A.1231360758 |
File details come from the government source that posted it. Updated .