A22 - SOLICITATION DRAWINGS.pdf
PDF 23 MB Posted
- Attached to
- PL84-99, Sabula, Iowa, Event Erosion Repairs
- Solicitation number
- W912EK21B0010
About this file
This file contains a solicitation and solicitation drawings for a federal contract opportunity with the Department of the Army Corps of Engineers Engineering District Rock Island. The solicitation, numbered W912EK21B0010, is for PL84-99 emergency erosion repairs in Sabula, Iowa. Interested offerors should review the attached solicitation and drawings for requirements regarding the erosion repair work to be performed under this contract. The solicitation drawings provide additional details to supplement the requirements in the solicitation document. Responses to the solicitation are due on the date specified.
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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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ISSUE DATE: MARCH 2021
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
ROCK ISLAND DISTRICT
W E
K
B
W912EK21B0010
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2020 EVENT EROSION REPAIRS
JACKSON COUNTY, IA
SABULA, IOWA
MISSISSIPPI RIVER BASIN
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
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R S of Engineers
US Army Corps
VICINITY MAPLOCATION MAP
LOCATION
PROJECT
PROJECT
LOCATION
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
SABULA, THE DISTRICT, AND CONTRACTING OFFICER.
16. THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS WITH THE CITY OF
COMPLETION AT THE CONTRACTOR RESPONSIBILITY.
MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR TO PROJECT
15. DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE
ANY ROADWAYS DAMAGED DUE TO CONSTRUCTION ACTIVITIES.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF
13. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.
SPECIFICATION SECTIONS 00 73 05 AND 02 21 00.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS AS SPECIFIED IN
ENVIRONMENTAL RESTRICTIONS.
11. REFER TO SPECIFICATIONS SECTION 00 73 05 AND 01 57 19 FOR
PREVENTION PLAN IN ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.
10. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION
PERMIT PRIOR TO INITIATING CONSTRUCTION.
9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES STORM WATER
8. AERIAL PHOTOGRAPHY WAS TAKEN IN YEAR 2015.
SECTION 00 73 05.
7. SEE SPECIFICATIONS FOR HYDRAULICS DATA AND GAGE INFORMATION
ANY WORK STARTING.
BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO
6. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD STAKED
FOR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.
AT STAGING AREAS PRIOR TO BEGINNING WORK AND SHALL BE RESPONSIBLE
5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES ON SITE AND
TO FLOOD EVENTS AT NO ADDITIONAL COST.
PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS PRIOR
REMAIN WITHIN THE WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE FOR
4. STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND
REPAIR AREA IS LOCATED STATION 26+05 TO 35+24.
LEVEE REPAIR AREA 2 IS LOCATED STATION 17+20 TO -1+00, AND NORTH LEVEE
3. SOUTH LEVEE REPAIR AREA 1 IS LOCATED STATION 2+40 TO 34+71, SOUTH
STREET.
AVENUE. ACCESS TO THE NORTH REPAIR AREA IS VIA BROAD STREET TO 47TH
2. ACCESS TO THE SOUTH REPAIR AREA IS VIA BROAD STREET TO SOUTH
DESCENDING BANK OF THE MISSISSIPPI RIVER AT RIVER MILE 535.
1. THE CITY OF SABULA IS LOCATED IN JACKSON COUNTY, IOWA RIGHT
GENERAL NOTESINDEX
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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ABBREVIATIONSLEGEND
FLOW
EL. 500.0 WATER LEVEL
US HIGHWAY
STATE HIGHWAY
RIVERMILE
IMPERVIOUS FILL
PERVIOUS FILL
RAILROAD
NORTH INDICATOR
INTERSTATE HIGHWAY
FLOW ARROW
ACCESS ROUTE
EXISTING GROUND
CONSTRUCTION WORK LIMITS
CENTERLINE
BREAKLINE
CONTROL POINT
BORING LOCATION
NORTH
PLAN
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®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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A1
SCALE: 1"=500'-0"
SURVEY CONTROL
0 1000'500'
NORTH
PLAN
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IS
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IS
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IP
P I R
IV
E
R
MIDDLE SABULA LAKE
VULC
AN S
TREET
F L
O W
SABULA
CANADIAN PACIFIC RAILROAD
LOWER SABULA LAKE
UPPER SABULA LAKE
COE BRASS CAP 5/8 REBAR598.332292906.211963085.79SABULA 2 2020
COE BRASS CAP 5/8 REBAR598.142293061.011964311.50SABULA 1 2020
COE BRASS CAP 5/8 REBAR598.212295909.961966044.19IA 13-12
DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT
SURVEY CONTROL POINTS
SABULA 2 2020 SABULA 2 2020
SABULA 1 2020
IA 13-12
ADD 0.92'.
3. TO CONVERT FROM NAVD88 TO MSL 1912
GEOID 12 B
ILLINOIS WEST-1202
HORIZONTAL DATUM: NAD83
2. VERTICAL DATUM: NAVD 88
1. FIELD WORK COMPLETED NOVEMBER 2020.
GENERAL NOTES
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
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FILE UPON AWARD OF CONTRACT AT CONTRACTOR'S REQUEST.
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED ELECTRONICALLY VIA CAD
GENERAL SHEET NOTES
A1
SCALE: 1"=400'-0"
SITE PLAN SOUTH LEVEE REPAIRS
0 800'400'
NORTH
PLAN
M
IS
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IS
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IP
P I R
IV
E
R
MIDDLE SABULA LAKE
B R
O A
D S
T R
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VULC
AN S
TREET
F L
O W
SABULA
CANADIAN PACIFIC RAILROAD
LOWER SABULA LAKE
RM 535
CONSTRUCTION WORK LIMITS
SEE SHEET C-103
STAGING AREAS
ACCESS ROUTE
SEE SHEET C-302
AND DEBRIS FROM CULVERTS
REMOVE PERVIOUS MATERIAL
S O
U T
H A
V E
EXISTING GATE
IS 12'-3"
VIADUCT CLEARANCE
SEE SHEETS C-109 - C-110
SOUTH LEVEE REPAIR AREA 2
SEE SHEETS C-105 - C-108
SOUTH LEVEE REPAIR AREA 1
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®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
FILE UPON AWARD OF CONTRACT AT CONTRACTOR'S REQUEST.
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED ELECTRONICALLY VIA CAD
GENERAL SHEET NOTES
A1
SCALE: 1"=400'-0"
SITE PLAN NORTH LEVEE REPAIR
0 800'400'
NORTH
PLAN
M
IS
S
IS
S
IP
P I R
IV
E
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MIDDLE SABULA LAKE
F L
O W
SABULA
RM 536
UPPER SABULA LAKE
SEE SHEET C-103
STAGING AREA
NORTH LEVEE
CONSTRUCTION WORK LIMITS
SEE SHEET C-111
NORTH LEVEE REPAIR AREA
SEE SHEET C-104
BORROW MATERIAL
IMPERVIOUS MATERIAL
CLEARING LIMITS 25'
SEE SHEET C-104
EAGLE NEST
SEE SHEET C-104
BORROW AREA
PERVIOUS MATERIAL
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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IN
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PROJECT CONDITION AT THE CONTRACTORS EXPENSE.
3. UPON PROJECT COMPLETION STAGING AREAS SHALL BE RESTORE TO ITS PRE-
USE AN ALTERNATE SITE.
CONTRACTOR IS RESPONSIBLE FOR ALL PERMISSIONS AND RIGHT OF WAYS TO
NEEDS TO BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.
2. IF THE CONTRACTOR SELECTS AN ALTERNATE STAGING AREA, THE LOCATION
NORTH LEVEE REPAIR.
FOR STAGING PURPOSES. NORTH STAGING AREA SHALL BE USED FOR THE
CONTRACTORS STAGING AREAS. EITHER ONE OR BOTH AREAS MAY BE USED
1. SOUTH STAGING: THE EAST AREA AND THE WEST AREA ARE PROVIDED FOR
GENERAL SHEET NOTES
A1
SCALE: 1"=50'-0"
SOUTH LEVEE STAGING
0 100'50'
NORTH
PLAN
M
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K E S
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TREET
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K S
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T
CANADIA
N P
ACIF
IC
RAIL
RAOAD
ACCESS ROUTE
A
B
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D
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F
G
H I
VIADUCT CLEARANCE IS 12'-3"
2295637.631965877.38I
2295743.361965889.95H
2295718.881965957.98G
2295621.361965922.60F
2295325.361965798.71E
2295443.391965839.50D
2295566.151965867.58C
2295554.751965898.64B
2295319.991965813.59A
EASTINGNORTHING POINT
SOUTH LEVEE STAGING AREA COORDINATES
H1
SCALE: 1"=50'-0"
NORTH LEVEE STAGING
50' 100'0
NORTH
PLAN
B R
O A
D S
T R
E E
T
2293493.371969311.99G
2293607.781969232.34F
2293844.681969109.99E
2293814.581969246.02D
2293704.671969238.07C
2293618.791969265.50B
2293514.511969353.18A
EASTINGNORTHING POINT
NORTH LEVEE STAGING AREA COORDINATES
UPPER SABULA LAKE
E L
K S
T R
E E
T
DIV
ISIO
N S
TREET
ACCESS ROUTE
A
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STAGING AREA
NORTH LEVEE
STAGING AREA
SOUTH LEVEE
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NORTH
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2290106.661970704.76D
2290304.501970697.54C
2290309.741970841.10B
2290111.891970848.32A
EASTINGNORTHING POINT
COORDINATES
IMPERVIOUS MATERIAL BORROW AREA
BORROW AREA
PERVIOUS MATERIAL
NORTH LEVEE REPAIR AREA
ACCESS ROUTE
ACCESS ROUTE
UPPER SABULA LAKE
47TH STREET
C A
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CONSTRUCTION.
OWNER THE ACTUAL BORROW LIMITS WITHIN THE BORROW PIT AT THE TIME OF
WITH CONTRACTING OFFICER'S REPRESENTATIVE AND LAND
ADVANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE. COORDINATE
5 FEET BELOW BOTTOM OF CURRENT BORROW PIT UNLESS APPROVED IN
8. LIMIT DEPTH OF BORROW EXCAVATION FOR PERVIOUS FILL TO NO MORE THAN
OFFICER'S REPRESENTATIVE.
FEET UNLESS APPROVED IN ADVANCE IN BY THE CONTRACTING
7. LIMIT DEPTH OF IMPERVIOUS BORROW EXCAVATION TO NO MORE THAN 6
OF AT THE CONTRACTOR'S EXPENSE.
6. ALL CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED
C. CONTRACTOR TO CLEAR SITE WITH APPROVED CLEARING PLAN.
PRIOR TO CLEARING.
B. STAKE LAYOUT SHALL BE APPROVED BY THE CONTRACTING OFFICER
A. THE CONTRACTOR SHALL STAKE CLEARING LIMITS.
5. PRIOR TO CLEARING:
NEST.
NEST. MAINTAIN VEGETATIVE BUFFER BETWEEN BORROW AREA AND
4. NO CLEARING OF TREES SHALL BE WITHIN 660 FEET OF BALD EAGLE
AREA AS INDICATED.
3. PERVIOUS FILL FOR LEVEE REPAIRS TO COME FROM PERVIOUS BORROW
SITE FOR ENTRANCE AND EXCAVATION.
2. CLEARING AND GRUBBING WILL BE REQUIRED FOR IMPERVIOUS BORROW
IMPERVIOUS BORROW SITE.
1. THE CONTRACTOR SHALL STAY WITHIN THE BORROW FOOTPRINT FOR
GENERAL SHEET NOTES
660'-0"R
E 2290970.38
N 1970621.90
WITHIN 660' OF NEST
NO CLEARING OF TREES
EAGLE'S NEST
BORROW AREA
IMPERVIOUS MATERIAL
CONSTRUCTION WORK LIMITS
CLEARING LIMITS 25'
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WORK LIMITS.
4. PERVIOUS MATERIAL REMOVED FROM CULVERTS SHALL BE PLACED WITHIN
31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE PERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
2+40 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
S O
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H1
SCALE: 1"=20'-0"
SOUTH LEVEE REPAIR AREA 1 STA 5+00 TO STA 9+00
CONSTRUCTION WORK LIMITS
A1
C-301
M A
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M A
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A
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U .S
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WORK LIMITS.
4. PERVIOUS MATERIAL REMOVED FROM CULVERTS SHALL BE PLACED WITHIN
31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE PERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
2+40 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
S O
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P A
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SOUTH LEVEE REPAIR AREA 1 STA 9+00 TO STA 14+00
H1
SCALE: 1"=20'-0"
SOUTH LEVEE REPAIR AREA 1 STA 14+00 TO STA 18+00
CONSTRUCTION WORK LIMITS
A1
C-301
M A T
C H L
IN
E A
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-1
A1
C-301
M A T
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293.98'E =
788.77'T =
1,300.28'L =
81°45'47.55"Δ = 6°17'17.24"D =
911.17'R =
20+42.41PI Sta. =
2,292,456.25E
1,963,829.09N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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4. PERVIOUS MATERIAL REMOVED FROM CULVERTS SHALL BE PLACED WITHIN
31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE PERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
2+40 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
S O
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SOUTH LEVEE REPAIR AREA 1 STA 18+00 TO STA 23+00
H1
SCALE: 1"=20'-0"
SOUTH LEVEE REPAIR AREA 1 STA 23+00 TO STA 27+00
CONSTRUCTION WORK LIMITS
A1
C-301
M A T
C H L
IN
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/ C
-1
M A T
C H L
IN
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/ C
-1
M A
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-1
CONSTRUCTION WORK LIMITS
M A T
C H L
IN
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-1
N O
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AND DEBRIS FROM CULVERT
REMOVE PERVIOUS MATERIAL
N O
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AND DEBRIS FROM CULVERT
REMOVE PERVIOUS MATERIAL
AND DEBRIS FROM CULVERT
REMOVE PERVIOUS MATERIAL
A1
C-301
CULVERT A
CULVERT B
CULVERT C
,2
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.6
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WORK LIMITS.
4. PERVIOUS MATERIAL REMOVED FROM CULVERTS SHALL BE PLACED WITHIN
31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE PERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
2+40 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
S O
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H L
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E E R
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A
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A
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A
SOUTH LEVEE REPAIR AREA 1 STA 27+00 TO STA 32+29
CONSTRUCTION WORK LIMITS
A1
C-301
M A
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IN
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REMOVE PERVIOUS MATERIAL
CULVERT D
A
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.2
S T A
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2,295,197.86
E
1,965,254.69
N
0+00.00
STA.
POB
.2
S T
A
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11.04'E =
48.27'T =
89.94'L =
51°32'19.19"Δ = 57°18'8.81"D =
99.99'R =
2+66.56PI Sta. =
2,295,079.50E
1,965,485.81N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE PERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
17+20 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
S O
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A
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A
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A
SOUTH LEVEE REPAIR AREA 2 STA 0+00 TO STA 6+00
NORTH
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CONSTRUCTION WORK LIMITS
M A T
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C-301
STA.
BEGIN REPAIR
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31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE PERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
17+20 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
S O
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M A
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B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A T
IO
N
/0
/0
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
H E
D D
L E
S T
P
A N
C-111
E J
O H
N S
O N
K
M
IT
V A
L S
B L
A
E
K
B
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
S
A B
U 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
PLACEMENT.
GASLINE AT THE REPAIR AREA. TAKE CAUTION DURING HAULING AND MATERIAL
4. THE NORTH LEVEE HAS LIVE OVERHEAD POWERLINES AND A LIVE BURIED
31 01 00 TO LINES AND GRADES SHOWN.
3. PLACE IMPERVIOUS MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION
STEEPER THAN A 10H: 1V.
EXISTING LEVEE AND THE REPAIR SECTIONS SHALL BE TRANSITIONED WITH NO
2. TIE INTO EXISTING LEVEE. ANY DIFFERENCE IN ELEVATION BETWEEN THE
26+05 NLD.
REPAIR USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT STATION
CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE
GENERAL SHEET NOTES
A1
SCALE: 1"=20'-0" 0 40'20'
NORTHPLAN
N O
R T
H L
E V
E E R
E P
A
IR
A
R E
A
NORTH LEVEE REPAIR STA 0+00 TO STA 5+00
NORTHPLAN
H1
SCALE: 1"=20'-0"
NORTH LEVEE REPAIR STA 5+00 TO STA 9+19
M A
T C
H L
IN
E H
/ C
-1
CONSTRUCTION WORK LIMITS
H1
C-301
M A
T C
H L
IN
E A
/ C
-1
H1
C-301
CONSTRUCTION WORK LIMITS
A
S T
A R
T R
E P
A
E N
D R
E P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A T
IO
N
/0
/0
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
H E
D D
L E
S T
V E
E R
E P
A
IR
S
T Y
P
IC
A L S
E C
T
IO
N S
C-301
E J
O H
N S
O N
K
M
IT
V A
L S
B L
A
E
K
B
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
S
A B
U 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
A1
SCALE: 1"=8'-0"
SOUTH LEVEE REPAIR AREAS
0 16'8'
H1
NORTH LEVEE REPAIR AREA
PLACE PERVIOUS FILL
EXISTING RAILROAD EMBANKMENT
VARIES
LEVEE
LC
LAKE SIDELAND SIDE
SCALE: 1"=8'-0" 16'8'0
TEMPORARY RAMP APPROVED IN THE WORK PLAN SUBMITTAL.
10. DO NOT DRIVE EQUIPMENT ON OR OVER GEOWEB UNLESS CROSSING ON A
9. REFER TO THE SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
8. WATER ELEVATION SHOWN CORRESPONDS TO 50% CHANCE EXCEEDANCE.
SPECIFICATIONS.
7. NORTH LEVEE REPAIR SHALL BE SEEDED ACCORDING TO THE
SPREAD OVER IMPERVIOUS FILL AFTER PLACEMENT.
6. STRIPPED MATERIALS SHALL BE STOCKPILED WITHIN THE WORK LIMITS THEN
APPROPRIATE FOR COMPACTION EQUIPMENT.
EXCEED 3 FEET IN HEIGHT AND NOT STEEPER THAN 1H:1V. BENCH WIDTH
5. BENCH SLOPE WHILE PLACING AND COMPACTING FILL. BENCHES NOT TO
E. CONDUCT FINAL SURVEY.
TEMPLATE AND SHAPE TO FINAL LINE AND GRADE.
D. HAUL IMPERVIOUS MATERIAL FROM BORROW SITE TO WITHIN THE LEVEE
C. CONDUCT PRELIMINARY SURVEY.
B. STRIP 4" VEGETATION IN REPAIR AREA.
A. CONDUCT PRECONSTRUCTION SURVEY.
4. NORTH LEVEE REPAIRS TO OCCUR IN THE FOLLOWING ORDER:
E. CONDUCT FINAL SURVEY.
D. PLACE PERVIOUS FILL TO FINAL LINE AND GRADE.
C. HAUL PERVIOUS MATERIAL FROM BORROW SITE TO REPAIR AREA.
B. TRIM EXPOSED GEOWEB TO EXISTING GRADE
A. CONDUCT PRECONSTRUCTION SURVEY.
3. SOUTH LEVEE REPAIRS TO OCCUR IN THE FOLLOWING ORDER:
AND ADJACENT LEVEE.
2. SMOOTH SLOPE (MINIMUM 10H:1V) IS REQUIRED BETWEEN LEVEE REPAIRS
1. REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
GENERAL SHEET NOTES
C O
N S
T R
U C
T
IO
N W
O R
K L
IM
IT
S
591.2
NO WORK WITHIN 25' OF RAILROAD
591.2
PLACE IMPERVIOUS FILL
LEVEE
LC
C O
N S
T R
U C
T
IO
N W
O R
K L
IM
IT
S
VARIES
STRIPPING LIMITS
TRIMMING OF DAMAGED EDGE
THAT REMAINS AFTER
DO NOT DISTURB GEOWEB
SEE NOTE 5
BENCH SLOPE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A T
IO
N
/0
/0
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
H E
D D
L E
S T
C U
L V
E R
T S
T Y
P
IC
A L S
E C
T
IO
N S
C-302
E J
O H
N S
O N
K
M
IT
V A
L S
B L
A
E
K
B
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
S
A B
U 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
A1
SCALE: 1"=1'-0"
CULVERTS
0 2'1'
REMOVE PERVIOUS MATERIAL
EXISTING CULVERT
EXISTING PERVIOUS MATERIAL
APPROXIMATELY 3 FEET OF
SPREAD WITHIN WORK LIMITS.
3. GRADE EXISTING GROUND TO CULVERT INVERT ELEVATION OUT 10 FEET THEN
USE HAND TOOLS FOR REMOVAL.
2. CULVERTS B & C HAVE MINIMAL PERVIOUS MATERIAL TO BE REMOVED. MAY
OPENINGS TO THE INVERT ELEVATION. THEN SPREAD WITHIN WORK LIMITS.
1. CLEAN ALL FOUR CULVERTS BY EXCAVATING PERVIOUS MATERIAL FROM THE
GENERAL SHEET NOTES
INVERT EL 583.0
30+2024"D
26+4036"C
24+2536"B
20+0020"A
APPROX STASIZENAME
CULVERTS
SEE
TA
BLE
FOR
SI
ZE
S
J1
SCALE: 1"=2'-0"
CULVERT GRADING
0 2' 4'
EXISTING CULVERT
EL VARIES
EXISITNG GROUND
INVERT EL 583.0
REMOVE EXCESS MATERIAL
10'
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
1+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.1
-6 .4
.0
-5 .8
-4:1
2+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.1
-5 .3
.7
-5 .7
-4:1
3+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
4+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
5+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.9
-5 .4
.1
-4 .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
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
S
A B
U L
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A T
IO
N
/0
/0
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
H E
D D
L E
S T
E N
C-303
E J
O H
N S
O N
K
M
IT
V A
L S
B L
A
E
K
B
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
S
A B
U 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
A1
SOUTH LEVEE REPAIR AREA 1 STA 0+00 TO STA 5+00
S T
A
T
O S
T A
S O
U T
H L
E V
E E R
E P
A
IR
A
R E
A
C R
O S
S S
E C
T
IO
N
SCALE: 1"=10'-0" 0 20'10'
6+00
570 570
580 580
590 590
600 600
.8
-5 .4
.3
-4 .5
-4:1
7+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-4 .5
.8
-3 .6
-4:1
8+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.5
-3 .8
.3
-3 .6
-4:1
9+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-3 .1
.9
-3 .0
-4:1
10+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.7
-2 .5
.4
-3 .3
-4:1
11+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-2 .9
.8
-3 .1
-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
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
S
A B
U L
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A T
IO
N
/0
/0
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
H E
D D
L E
S T
E N
C-304
E J
O H
N S
O N
K
M
IT
V A
L S
B L
A
E
K
B
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
S
A B
U 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
A1
SOUTH LEVEE REPAIR AREA 1 STA 6+00 TO STA 11+00
S T
A
T
O S
T A
S O
U T
H L
E V
E E R
E P
A
IR
A
R E
A
C R
O S
S S
E C
T
IO
N
12+00
570 570
580 580
590 590
600 600
.3
-3 .1
.1
-1 .9
-4:1
13+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-3 .2
.8
-2 .4
-4:1
14+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.4
-2 .1
.2
-2 .0
-4:1
15+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
16+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-4 .3
.4
-3 .2
-4:1
17+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-5 .8
.5
-4 .3
-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
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
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A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
S
A B
U L
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A T
IO
N
/0
/0
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
H E
D D
L E
S T
E N
C-305
E J
O H
N S
O N
K
M
IT
V A
L S
B L
A
E
K
B
E
V E
N T E
R O
S
IO
N R
E P
A
IR
S
J A
C K
S O
N C
O U
N T
Y
IA
S A
B U
L A
IO
W A
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
S
A B
U 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
A1
SOUTH LEVEE REPAIR AREA 1 STA 12+00 TO STA 17+00
S T
A
T
O S
T A
S O
U T
H L
E V
E E R
E P
A
IR
A
R E
A
C R
O S
S S
E C
T
IO
N
18+00
570 570
580 580
590 590
600 600
.8
-7 .4
.1
-4 .2
-4:1
19+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.5
-5 .8
.5
-3 .0
-4:1
20+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-6 .6
.9
-2 .2
-4:1
21+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.2
-7 .4
.0
-4 .1
-4:1
22+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.2
-5 .9
.6
-3 .5
-4:1
23+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-4 .2
.5
-1 .1
-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
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B M
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T E
D B
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C H
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D B
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D R
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D E
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D B
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C O
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N N
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N D
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SHEET ID
A N
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S A
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T R
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A B
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A
B
C
D
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F
G
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J
K
L
M
N
P
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T E
D B
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C H
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D R
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C O
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N N
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SHEET ID
A N
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R O
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C K I S
L A
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T R
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C-306
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V A
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B L
A
E
K
B
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N T E
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J A
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S A
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W A
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S
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A
S
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
A1
SOUTH LEVEE REPAIR AREA 1 STA 18+00 TO STA 23+00
S T
A
T
O S
T A
S O
U T
H L
E V
E E R
E P
A
IR
A
R E
A
C R
O S
S S
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T
IO
N
24+00
570 570
580 580
590 590
600 600
25+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
26+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
27+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-4 .6
.9
-5 .1
-4:1
28+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.4
-5 .1
.7
-5 .9
-4:1
29+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.4
-5 .1
.9
-4 .1
-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
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B M
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T E
D B
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C H
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K E
D B
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D R
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D E
S
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D B
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N N
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SHEET ID
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B
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D
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F
G
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K
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C H
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C K I S
L A
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T R
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C-307
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V A
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J A
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W A
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
A1
SOUTH LEVEE REPAIR AREA 1 STA 24+00 TO STA 29+00
S T
A
T
O S
T A
S O
U T
H L
E V
E E R
E P
A
IR
A
R E
A
C R
O S
S S
E C
T
IO
N
30+00
570 570
580 580
590 590
600 600
31+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.1
-6 .1
.3
-6 .6
-4:1
32+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.0
-5 .9
.8
-5 .8
-4:1
32+29
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.8
-4 .5
.8
-5 .8
-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
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B M
IT
T E
D B
Y
C H
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K E
D B
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D R
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D E
S
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D B
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C O
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N N
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
A1
SOUTH LEVEE REPAIR AREA 1 STA 30+00 TO STA 32+29
S T
A
T
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T A
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E E R
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IR
A
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A
C R
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S S
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N
570 570
580 580
590 590
600 600
0+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-6 .5
.6
-6 .6
-4:1
1+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-5 .9
.2
-5 .3
-4:1
1+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.4
-6 .0
.0
-4 .9
-4:1
2+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-6 .1
.2
-2 .4
-4:1
2+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
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
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C H
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
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US Army Corps
U .S
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A1
SOUTH LEVEE REPAIR AREA 2 STA 0+00 TO STA 2+50
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3+00
570 570
580 580
590 590
600 600
3+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
4+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.5
-3 .9
.3
-4 .0
-4:1
4+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.4
-3 .5
.3
-5 .0
-4:1
5+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-2 .6
.9
-5 .0
-4:1
5+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-2 .5
.1
-5 .5
-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
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F
G
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J
K
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M
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C H
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U .S
A R
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SOUTH LEVEE REPAIR AREA 2 STA 3+00 TO STA 5+50
S T
A
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E E R
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A
IR
A
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C R
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6+00
570 570
580 580
590 590
600 600
.1
-3 .2
.4
-5 .2
-4:1
6+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.8
-3 .7
.9
-4 .5
-4:1
7+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-3 .6
.9
-4 .3
-4:1
7+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.6
-3 .4
.5
-4 .0
-4:1
8+00
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.3
-3 .0
.0
-4 .2
-4:1
8+50
-70 -60 -50 -40 -30 -20 -10 0 10 20
570 570
580 580
590 590
600 600
.2
-3 .0
.1
-5 .3
-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
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F
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| B5SABULA202001-CAD_SHEET-2020-10-01-G-001 |
| B5SABULA202001__G-002.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-G-002 |
| B5SABULA202001__G-003.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-G-003 |
| B5SABULA202001__V-101.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-V-101 |
| B5SABULA202001__B-101.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-B-101 |
| B5SABULA202001__B-601.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-B-601 |
| B5SABULA202001__C-101.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-101 |
| B5SABULA202001__C-102.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-102 |
| B5SABULA202001__C-103.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-103 |
| B5SABULA202001__C-104.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-104 |
| B5SABULA202001__C-105.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-105 |
| B5SABULA202001__C-106.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-106 |
| B5SABULA202001__C-107.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-107 |
| B5SABULA202001__C-108.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-108 |
| B5SABULA202001__C-109.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-109 |
| B5SABULA202001__C-110.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-110 |
| B5SABULA202001__C-111.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-111 |
| B5SABULA202001__C-301.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-301 |
| B5SABULA202001__C-302.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-302 |
| B5SABULA202001__C-303.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-303 |
| B5SABULA202001__C-304.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-304 |
| B5SABULA202001__C-305.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-305 |
| B5SABULA202001__C-306.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-306 |
| B5SABULA202001__C-307.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-307 |
| B5SABULA202001__C-308.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-308 |
| B5SABULA202001__C-309.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-309 |
| B5SABULA202001__C-310.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-310 |
| B5SABULA202001__C-311.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-311 |
| B5SABULA202001__C-312.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-312 |
| B5SABULA202001__C-313.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-313 |
| B5SABULA202001__C-314.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-314 |
| B5SABULA202001__C-315.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-315 |
| B5SABULA202001__C-316.pdf |
| B5SABULA202001-CAD_SHEET-2020-10-01-C-316 |
| 2021-03-09T10:58:39-0600 | |
| MACK.THOMAS.E.1230411235 |
| 2021-03-10T07:37:23-0600 | |
| MOTT.RONALD.L.1231238138 |
| 2021-03-10T13:11:00-0600 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2021-03-11T10:07:14-0600 | |
| STEWART.MATTHEW.E.1231228442 |
| 2021-03-11T13:57:11-0600 | |
| PERK.ROGER.A.1231360758 |
File details come from the government source that posted it. Updated .