W912EK21B0011 Drawings.pdf
PDF 12 MB Posted
- Attached to
- MISSISSIPPI RIVER BASIN, ANDALUSIA, ROCK ISLAND COUNTY, ILLINOIS, 2019 EVENT LEVEE REPAIRS
- Solicitation number
- W912EK21B0011
About this file
This document provides details for a federal contract solicitation for levee repair work. The solicitation is for Mississippi River Basin levee repairs in Andalusia, Rock Island County, Illinois resulting from 2019 flooding events. The work is a SDVOSB small business set-aside with an estimated value between $500,000 and $1,000,000. The NAICS code is 237990 and size standard is $39.5 million. The completion schedule is 180 consecutive calendar days. All 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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Other files
| File | Type | Posted |
|---|---|---|
| Bid Summary Sheet for W912EK21B0011.pdf | ||
| W912EK21B0011 Amendment 0001.pdf | ||
| W912EK21B0011.pdf |
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SHEET ID
of Engineers
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US Army Corps
U .S
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ISSUE DATE: JANUARY 2021
CONTRACT NO:
SOLICITATION NO: W912EK21B0011
2019 EVENT LEVEE REPAIRS
ANDALUSIA
ROCK ISLAND, IL
MISSISSIPPI RIVER BASIN
ROCK ISLAND DISTRICT
C O
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H E
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G-001
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APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
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
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COMMISSIONERS, THE DISTRICT, AND CONTRACTING OFFICER.
THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS WITH THE ROAD 16.
COMPLETION AT THE CONTRACTOR RESPONSIBILITY.
MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR TO PROJECT
DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE 15.
ANY ROADWAYS DAMAGED DUE TO CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF 14.
CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.13.
SPECIFICATION SECTIONS 00 73 05 and 02 21 00.
CONTRACTOR IS BE RESPONSIBLE FOR SURVEYS AS SPECIFIED IN 12.
ENVIRONMENTAL RESTRICTIONS AND PERMIT REQUIREMENTS.
REFER TO SPECIFICATIONS SECTION 00 73 05 AND 01 57 19 FOR 11.
PREVENTION PLAN IN ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION 10.
PERMIT PRIOR TO INITIATING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES STORM WATER 9.
FEBRUARY 2017.
AERIAL PHOTOGRAPHY DATE OF IMAGERY RANGES FROM APRIL 2011 TO 8.
SECTION 00 73 05
SEE SPECIFICATIONS FOR HYDRAULICS DATA AND GAGE INFORMATION 7.
OFFICER PRIOR TO ANY WORK STARTING.
STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD 6.
REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.
STAGING AREAS PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR
CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES ON SITE AND AT 5.
PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST.
PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS
WITHIN THE WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE FOR
COORDINATE STAGING WITH THE CONTRACTING OFFICER AND REMAIN 4.
THE REPAIR AREA IS LOCATED (STA. 24+80 TO STA. 36+20)3.
ACCESS TO THE SITE IS VIA PUBLIC ROAD 2ND AVE TO 5TH STREET WEST.2.
ANDALUSIA, ILLINOIS LEVEE SYSTEM.
DESCENDING BANK OF THE MISSISSIPPI RIVER, AND PART OF THE
THIS PROJECT IS LOCATED IN ROCK ISLAND COUNTY, IL ON THE LEFT 1.
GENERAL NOTES
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G2
AREA MAP
SCALE: NTS
RIVERILLINOIS
RIVERMISSOURI
COUNTY
ROCK ISLAND
INDIANA
ILLINOIS
MISSOURI
IOWA
WISCONSIN
KENTUCKY
TENNESSEE
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VICINITY MAP
SCALE: N.T.S
ST. LOUIS
AURORA
CHICAGOCEDAR RAPIDS
PROJECT LOCATION
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CROSS SECTIONS - STA 34+00 TO STA 36+00CG305
B5ANDALE202001-CAD_SHEET-2021-01-12-CG305.dgn
CROSS SECTIONS - STA 31+00 TO STA 33+50CG304
B5ANDALE202001-CAD_SHEET-2021-01-12-CG304.dgn
CROSS SECTIONS - STA 28+00 TO STA 30+50CG303
B5ANDALE202001-CAD_SHEET-2021-01-12-CG303.dgn
CROSS SECTIONS - STA 25+00 TO STA 27+50CG302
B5ANDALE202001-CAD_SHEET-2021-01-12-CG302.dgn
TYPICAL SECTIONSCG301
B5ANDALE202001-CAD_SHEET-2020-10-25-CG301.dgn
SITE PLANCS103
B5ANDALE202001-CAD_SHEET-2020-10-26-CS103.dgn
SITE PLANCS102
B5ANDALE202001-CAD_SHEET-2020-10-26-CS102.dgn
OVERALL SITE PLANCS101
B5ANDALE202001-CAD_SHEET-2020-10-26-CS102.dgn
CIVIL
SURVEY CONTROLV-101B5ANDALE202001-CAD_SHEET-2020-04-23-V-101.dgn
SURVEY
LEGEND AND ABBREVIATIONSG-003B5ANDALE202001-CAD_SHEET-2020-04-20-G-003.dgn
INDEX AND GENERAL NOTESG-002B5ANDALE202001-CAD_SHEET-2020-04-20-G-002.dgn
COVER SHEETG-001B5ANDALE202001-CAD_SHEET-2020-04-20-G-001.dgn
GENERAL
SHEET TITLESHEET IDFILE NAME
INDEX
© 2021 Microsoft Corporation Earthstar Geographics SIO © 2021 TomTom
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®of Engineers
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ABBREVIATIONSLEGEND
RIPRAP
BEDDING STONE
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 '( )
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VERTICAL DATUM: NAVD 88.
HORIZONTAL DATUM: NAD83 (CONUS) ILLINOIS WEST-12022.
FIELD SURVEYS COMPLETED IN NOVEMBER 2020.1.
SHEET KEYNOTES
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A1
SURVEY CONTROL
1"=200'SCALE:
SET REBAR WITH USACE CAP559.752142560.451739947.3920-296-214
CHISELED X ON LBDS BRIDGE ABUTMENT559.122144072.931739973.7920-296-101
BRASS DISK578.842143089.081738067.86RI_38_ILHD
DESCRIPTIONNAVD 88EASTINGNORTHINGPOINT ID
SURVEY CONTROL POINTS
RI_38_ILHD
20-296-214 20-296-101
400'0 200'
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS © 2020 TomTom
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CONDITIONS.
WEST ACCESS GRAVEL AREA MUST BE RESTORED TO PRE-PROJECT 2.
FILE UPON AWARD OF CONTRACT FOLLOWING CONTRACTORS REQUEST.
CONSTRUCTION WORK LIMIT WILL BE PROVIDED ELECTRONICALLY, VIA CADD 1.
GENERAL SHEET NOTES
1740091.2092143101.29513
1740171.9802143077.27212
1739927.6052142252.53411
1739886.6942142149.49910
1739860.8032142073.8009
1739811.2202141929.2588
1739733.7482141956.8857
1739811.2202141929.2586
1739860.8032142073.8005
1739886.6942142149.4994
1739927.6052142252.5343
1740171.9802143077.2722
1740091.2092143101.2951
NORTHING (Y)EASTING (X)POINT
CONTRACTOR WORK LIMITS
1739733.7482141956.88528-W
1739709.7562141894.88627-W
1739688.8112141842.15526-W
1739668.6542141788.41225-W
1739648.2282141737.73124-W
1739637.3322141712.00323-W
1739627.2852141685.82822-W
1739605.9192141632.64121-W
1739583.6812141581.02120-W
1739561.8332141550.56519-W
1739547.4172141546.37318-W
1739488.4712141555.31017-W
1739429.0292141558.54316-W
1739414.5442141577.48015-W
1739392.8872141584.27814-W
1739386.8192141536.85313-W
1739414.3582141540.05712-W
1739439.3312141541.22811-W
1739468.8392141541.36510-W
1739494.5122141540.0769-W
1739520.8682141534.6238-W
1739547.8972141528.4007-W
1739563.8302141530.1936-W
1739657.1452141717.0025-W
1739615.3382141618.5454-W
1739598.6012141579.4383-W
1739577.1362141541.6062-W
1739563.8302141530.1931-W
NORTHING (Y)EASTING (X)POINT
WEST CONSTRUCTION EASMENT
1740401.6172144383.5814-S
1740379.8452144279.3573-S
1740485.6692144263.1662-S
1740506.9352144353.7301-S
NORTHING (Y)EASTING (X)POINT
STAGING AREA
1740091.2092143101.2959-E
1740152.5282143300.1098-E
1740223.2132143525.5427-E
1740264.6082143665.1996-E
1740227.6512143670.1065-E
1740238.2542143722.0694-E
1740292.8782143710.6223-E
1740265.2712143598.7982-E
1740105.0782143097.1701-E
NORTHING (Y)EASTING (X)POINT
EAST CONSTRUCTION EASMENT
A1
OVERALL SITE PLAN
SCALE: N.T.S
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STAGING AREA
CONTRACTOR
WORK LIMITS
CONTRACTOR
EAST ACCESS ROUTE
WEST ACCESS ROUTE
SHEETS CS102 AND CS103.
LEVEE REPAIR AREA SEE
FLOW
EASEMENT
CONSTRUCTION
WEST
1-S
2-S
3-S
4-S
1-W
2-W3-W 4-W5-W
6-W
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14-W 15-W
16-W
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19-W 20-W
21-W 22-W 23-W
24-W 25-W
26-W
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© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom
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RESIDENTIAL AREA.
WORK SHALL NOT BE PERFORMED ON THE LAND SIDE OF THE LEVEE DUE TO 4.
RESTORED AND SEEDED AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION ACTIVITIES SHALL BE 3.
1V.
REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER THAN A 10H:
ANY DIFFERENCE IN ELEVATION BETWEEN THE EXISTING LEVEE AND THE 2.
LEVEE CENTERLINIE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). 1.
GENERAL SHEET NOTES
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S
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W
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T
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S p e c if ic W o rk
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P io tr o w s k i, G e ra ld L
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A D
S
H E
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-2
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S .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
H1
REPAIR AREA - STA 24+00 TO STA 28+35
1"=20'SCALE:
A1
REPAIR AREA - STA 28+35 TO STA 32+70
1"=20'SCALE:
20' 40'0
20' 40'0
NORTH
PLAN
NORTH
PLAN
CONTRACTOR WORK LIMITS
TRANSITION
BEDDING STONE
CONTRACTOR WORK LIMITS
EXISTING GATE CULVERT
E 1740090.94
N 2143049.93
BEGIN REPAIR
CG301
J1
CG301
C10
CG301
D2
S E
E S
H E
E T C
S
- A
M
A T
C H
L
IN
E S
T A . 3
.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
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
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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
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D E
S C
R
IP
T
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N D
A T
E
SHEET ID
RESIDENTIAL AREA.
WORK SHALL NOT BE PERFORMED ON THE LAND SIDE OF THE LEVEE DUE TO 4.
RESTORED AND SEEDED AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION ACTIVITIES SHALL BE 3.
1V.
REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO STEEPER THAN A 10H:
ANY DIFFERENCE IN ELEVATION BETWEEN THE EXISTING LEVEE AND THE 2.
LEVEE CENTERLINIE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). 1.
GENERAL SHEET NOTES
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
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P io tr o w s k i, G e ra ld L
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S .d g n
®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 S
H1
REPAIR AREA - STA 32+70 TO 37+00
1"=20'SCALE:
NORTH
PLAN
20' 40'0
BEDDING STONE TRANSITION
CONTRACTOR WORK LIMITS
E 2141998.40
N 1739765.44
END REPAIR
CG301
D2
.0
.0
.8
.3
.0
.7
.0
.0
-3:1
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.8
.7
.8
.5
.1
.1
.3
.1
.1
-4:1
.9
.0
.7
.6
SLOPE VARIES
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
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N O
S O
L
IC
IT
A
T
IO
N N
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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
ALL CUT MATERIAL SHALL STAY WITHIN THE WORK LIMITS TO USE AS FILL.5.
RESTORED AND SEEDED AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION ACTIVITIES SHALL BE 4.
CONDUCT FINAL SURVEY.f.
PLACE RIPRAP.e.
CONDUCT INTERIM SURVEY TO DETERMINE BEDDING STONE ELEVATIONd.
PLACE BEDDING STONE.c.
TRACKED EQUIPMENT WITH A SIMILAR GROUND CONTACT PRESSURE.
THE SURROUNDING LEVEE. ANTICIPATE FOUR PASSES WITH A D6 DOZER OR
TRACKED EQUIPMENT TO COMPACT THE SCARIFIED AREA TO A SIMILAR DENSITY AS
PLACEMENT FOOTPRINT TO A DEPTH OF 12 INCHES. AFTER SCARIFICATION, USE
VEGETATION TIME TO DIE AND DRY OUT. DISK OR OTHERWISE SCARIFY THE
SPRAY HERBICIDE AT THE RIPRAP PLACEMENT FOOTPRINT. ALLOW THE b.
CONDUCT PRECONSTRUCTION SURVEY.a.
LEVEE REPAIRS TO OCCUR IN THE FOLLOWING ORDER3.
AND ADJACENT LEVEE
SMOOTH SLOPE (MINIMUM 10H: 1V) IS REQUIRED BETWEEN LEVEE REPAIRS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL SHEET NOTES
A N
S I D
S O
L
IC
IT
A
T
IO
N
E
V E
N T
L E
V E
E R
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A
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S
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L A
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S
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P
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S K
I
A H
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D L E
S T
A
N D
A L E
D B
L A
J1
REPAIR AREA TYPICAL SECTION
1"=5'SCALE:
D2
BEDDING STONE TRANSITION TYPICAL SECTION
1"=5'SCALE:
0 5' 10'
0 5' 10'
RIPRAP
BEDDING STONE
EXISTING GROUND
EXISTING GROUND
12" RR4 RIPRAP
6" MIN BEDDING STONE CA5
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 A
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U .S
A
R M
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O F
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IN
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C10
REPAIR AREA - CULVERT TYPICAL SECTION
1"=5'SCALE: 0 5' 10'
EXISTING GROUND
LAND SIDE RIVER SIDE
RIVER SIDELAND SIDE
12" RR4 RIPRAP
6" MIN BEDDING STONE CA5
M
IN
DO NOT DAMAGE
EXISTING CULVERT
BEDDING STONE CA5
FILL SCOUR WITH
BE PLACED AS FILL
CUT MATERIAL SHALL
25+00
-20 -10 0 10 20 30 40 50 60 70
540 540
550 550
560 560
570 570
580 580
.3
.3
.3
.3
.0
.6
.6
.1
.6
.9
-4:1
25+50
-20 -10 0 10 20 30 40 50 60 70
540 540
550 550
560 560
570 570
580 580
.6
.6
.6
.6
.2
.0
.5
.3
.5
.1
-4:1
26+00
-20 -10 0 10 20 30 40 50 60 70
540 540
550 550
560 560
570 570
580 580
.6
.9
.6
.9
.1
.4
.7
.7
.7
.6
-4:1
26+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.0
.1
.0
.1
.5
.6
.6
.7
.6
.5
-4:1
27+00
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.3
.9
.3
.9
.9
.4
.4
.6
.4
.4
-4:1
27+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.3
.5
.3
.5
.9
.9
.5
.6
.5
.4
-4:1
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
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Y
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CROSS SECTIONS - STA 25+00 TO STA 27+50
1"=10'SCALE:
®of Engineers
US Army Corps
U .S
A
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S p e c if ic W o rk
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P io tr o w s k i, G e ra ld L
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10' 20'0
28+00
540 540
550 550
560 560
570 570
580 580
.8
.0
.8
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-4:1
28+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.1
.6
.1
.6
.7
.0
.4
.2
.4
.0
-4:1
29+00
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.8
.6
.8
.6
.4
.0
.2
.1
.2
.0
-4:1
29+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.6
.6
.6
.6
.3
.9
.4
.4
.4
.3
-4:1
30+00
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.8
.1
.8
.1
.4
.4
.2
.3
.2
.1
-4:1
30+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.6
.2
.6
.2
.3
.5
.3
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.4
-4:1
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
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U .S
A
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31+00
530 530
540 540
550 550
560 560
570 570
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.7
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31+50
-20 -10 0 10 20 30 40 50 60 70
540 540
550 550
560 560
570 570
580 580
.6
.1
.6
.1
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.0
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-4:1
-0.0%
32+00
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.3
.7
.3
.8
.9
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.1
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32+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.5
.9
.5
.9
.1
.3
.6
.7
.6
.5
-4:1
33+00
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.2
.9
.2
.9
.4
.6
.6
.3
.6
.1
-4:1
33+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.6
.7
.6
.6
.8
.4
.4
.4
.4
.2
-4:1
0.0%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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J
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530 530
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34+50
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
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35+00
-20 -10 0 10 20 30 40 50 60 70
530 530
540 540
550 550
560 560
570 570
580 580
.1
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.8
.0
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35+50
-20 -10 0 10 20 30 40 50 60 70
540 540
550 550
560 560
570 570
580 580
.0
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.0
.7
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.2
.7
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-4:1
36+00
-20 -10 0 10 20 30 40 50 60 70
540 540
550 550
560 560
570 570
580 580
.3
.1
.3
.1
.1
.3
.6
.7
.6
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-4:1
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
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CROSS SECTIONS REPAIR AREA - STA 34+00.00 TO STA 36+00
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S p e c if ic W o rk
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US Army Corps
U .S
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R S
| B5ANDALE202001-CAD_SHEET-2020-04-20-G-001 |
| B5ANDALE202001-CAD_SHEET-2020-04-20-G-002 |
| B5ANDALE202001-CAD_SHEET-2020-04-20-G-003 |
| B5ANDALE202001-CAD_SHEET-2020-04-23-V-101 |
| B5ANDALE202001-CAD_SHEET-2020-04-24-CS101 |
| B5ANDALE202001-CAD_SHEET-2020-10-24-CS102 |
| B5ANDALE202001-CAD_SHEET-2020-10-24-CS103 |
| B5ANDALE202001-CAD_SHEET-2020-12-11-CG301 |
| B5ANDALE202001-CAD_SHEET-2021-01-12-CG302 |
| B5ANDALE202001-CAD_SHEET-2021-01-12-CG303 |
| B5ANDALE202001-CAD_SHEET-2021-01-12-CG304 |
| B5ANDALE202001-CAD_SHEET-2021-01-12-CG305 |
| 2021-01-22T14:32:13-0600 | |
| MACK.THOMAS.E.1230411235 |
| 2021-01-22T15:16:51-0600 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2021-01-24T13:35:07-0600 | |
| STEWART.MATTHEW.E.1231228442 |
| 2021-01-25T08:04:29-0600 | |
| MOTT.RONALD.L.1231238138 |
| 2021-01-25T08:26:33-0600 | |
| PERK.ROGER.A.1231360758 |
File details come from the government source that posted it. Updated .