Plans_2.pdf
PDF 19 MB Posted
- Attached to
- 2017 Flood Upper Pontchartrain Sector Seepage Federal contract opportunity
- Solicitation number
- W912P819B0041
About this file
W912P819B0041 Plans-2
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_-_Signed_W912P819B0041_Bid_Abstract.pdf | ||
| Am-0008.pdf | ||
| A.02__Amendment_0007.pdf | ||
| A.02__Amendment_0006.pdf | ||
| A.02__Amendment_0006.pdf | ||
| A.02_PART_(III)_AMENDMENT_0006.pdf | ||
| 2019-07-22-Upper_Pontchartrain_Seepage_-_Questions_and_Clarifications.pdf | ||
| A.02__PART_(VI)__AMENDMENT_0006.pdf | ||
| A.02__PART(V)_AMENDMENT_0006.pdf | ||
| A.02__Amendment_0005.pdf | ||
| Amendment_0004.pdf | ||
| Amendment_0003.pdf | ||
| Amendment_0002.pdf | ||
| Plans_1.pdf | ||
| 19B0041_specs.pdf | ||
| Amendment_0001_Final.pdf | ||
| Plans.pdf | ||
| 19B0041_solicitation.pdf |
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S .M .M
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W-01
OVH-01
C-03
C-01
PUMP DISCHARGE ELEVATION - STA. 176+75
SCALE: 1' = 120'
PUMP DISCHARGE ELEVATION - STA. 166+15
SCALE: 1' = 120'
ELEVATIONS
LAYOUT AND
PUMP EQUIPMENT
SEE SHEET M-02,
ELEVATIONS
LAYOUT AND
PUMP EQUIPMENT
SEE SHEET M-02,
APPROX. 20' EACH. FIELD VERIFY TO MEET SITE DIMENSIONS
16" STEEL CASING PIPE EXTEND 1' BEYOND ROADWAY EDGES.
12" FLAPGATE
12" FLAPGATE
PAVING, SEE M-02
ADDITIONAL SLOPE
PAVING, SEE M-02
ADDITIONAL SLOPE
B/L STA. 166+15
B/L STA. 176+75
SITE VERIFY
APPROX. 24 FT EACH
12" STEEL DISCHARGE PIPE
SITE VERIFY
APPROX. 24 FT EACH
12" STEEL DISCHARGE PIPE
12" HDPE DISCHARGE PIPE
12" HDPE DISCHARGE PIPE
30'-0" CLEAR OF ROADWAY
30'-0" CLEAR OF ROADWAY
APPROX. 3'-10", SITE VERIFY
APPROX. 7'-3", SITE VERIFY
NEW ORLEANS DISTRICT
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2% SLOPE
SCALE: 1/2" = 1'-0"
PUMP ELEVATION
SCALE: 1/2" = 1'-0"
2 - PUMP PLAN - 176+75
SCALE: 1/2" = 1'-0"
4 - PUMP PLAN - STA. 166+15
SCALE: 1/4" = 1'-0"
A - SUMP GRADE B - PUMP STOP C - LEAD PUMP START D - LAG PUMP START
1, 2
3, 4
166+15
166+15
176+75
EL. 20.0
EL. 22.5 EL. 23.8
EL. 21.3'
DITCH GRADE
EL. 24.5
EL. 22.0
EL. 22.0 EL. 20.0 EL. 21.3' EL. 22.5'
EL. 22.2'
EL. 24.8'
STATION PUMPS.
CENTERED OPPOSITE OF HINGE
INSTALL EMBEDDED LADDER RUNGS
HINGE AXIS PERPENDICULAR TO ROADWAY
FURNISHED STAINLESS STEEL HARDWARE
COVER RATED FOR 300 PSF LOADING
AND LOCKING ALUMINUM ACCESS
WITH FULL OPENING DIMENSION, HINGED,
PER LA DOTD STANDARD PLAN PC-01 (SHEET R-02)
PRECAST CATCH BASIN, 6' X 8' INTERIOR
PLAN MC-01. (SHT R-03)
CAST IRON GRATE PER LA DOTD STANDARD
(SHT R-01) PROVIDE 'TYPE A'
PER LADOTD STANDARD PLAN CB-04
PRECAST OPEN TOP CATCH BASIN (TYP.)
STAINLESS STEEL SHIMS. GROUT IN PLACE
INSTRUCTIONS AND HI STANDARDS, WITH FULL FACE
INSTALL AND LEVEL PUMP ACCORDING TO MANUFACTURER'S
LOCATE BELOW GRADE
ELECTRICAL CONDUIT
PASS THROUGH FOR
1'-9" DIA FOR 15" RCP (TYP.)
AWWA C906-07 SEC. 4.5 FIG 2. (TYP.)
MECHANICAL JOINT CONFORMING TO
PUMP 1
PUMP 2
2'-0"
6'-0"
2'-9"
SEE SHEET E-03/S-01
AND ELECTRICAL DISCONNECT
PUMP CONTROL PANELS
SEE SHEET E-03
PUMP ELECTRICAL CONNECTION
MOUNTING POST
AND SS U-CHANNEL
FLOAT CONTROLS
FOR PUMP
MOUNTING RAILS
15 HP 480 VAC RATED FOR 1500 GPM @ 30' TDH
FLYGT NP 3153 LT 3~414 OR APPROVED EQUAL
DRAINAGE PUMP
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PUMP 1
PUMP 2
PUMP 3
PUMP 4
1, 2 EL. 25.4'
EL. 49.0'
CONCRETE SLOPE PAVING
EDGE OF EXISTING
GROUND
EXISTING
PIPE ADAPTER (TYP.)
12" X 8" STEEL CONICAL
FOR 8" STEEL PIPE (TYP.)
10" DIA PASS THROUGH
(TYP.)
12" STEEL PIPE
(TYP.)
HDPE PIPE
12", DR 21
1' COVER
PLACE WITH
HDPE PIPE
12", DR 21
30' MIN. FROM EDGE OF ROADWAY
GRADE
DITCH
PUMP DISCHARGE ELEVATION - STA. 166+15
SCALE: 1/4" = 1'-0"
PUMP DISCHARGE ELEVATION - STA. 176+75
EL. 49.0'
MEET SITE DIMENSIONS SHOWN
APPROX. 45'. FIELD VERIFY. TO
12" STEEL DISCHARGE PIPE
2' MIN. FROM EDGE OF ROAD
1'-6"
1'-6"
1'-5" MIN. FROM EDGE OF ROAD
GROUND
EXISTING
MEET SITE DIMENSIONS SHOWN
APPROX. 24'. FIELD VERIFY. TO
12" STEEL DISCHARGE PIPE
EXISTING CONCRETE SLOPE PAVEMENT
EXISTING CONCRETE SLOPE PAVEMENT
316 SS ON THIS WALL
LADDER RUNGS OF
PROVIDE EMBEDDED
AT LEVEE CROWN DETAILS
TYPICAL DISCHARGE CROSSING
SEE SHEET C-06 AND C-06a, TO PROVIDE 1' OF COVER
PLACE EMBANKMENT AS NEEDED
AT LEVEE CROWN DETAILS
TYPICAL DISCHARGE CROSSING
SEE SHEET C-06 AND C-06a, TO PROVIDE 1' OF COVER
PLACE EMBANKMENT AS NEEDED
CROSSING AT LEVEE CROWN DETAILS
SEE SHEET C-06 AND C-06a,TYPICAL DISCHARGE
SEE SHEET C-08 FOR SLOPE PAVING DETAILS,
3' ON EITHER SIDE OF PIPES,
DISCHARGE PIPE CROSSING AND
EXTEND SLOPE PAVING 1' ABOVE
MODEL 50C OR APPROVED EQUAL
FLAPGATE, MUELLER HYDROGATE
12" FLANGE MOUNTED
TO AWWA C906-07 SEC. 4.5 FIG 2.
MECHANICAL JOINT CONFORMING
12" HDPE DISCHARGE PIPE
CROSSING AT LEVEE CROWN DETAILS
SEE SHEET C-06 AND C-06a,TYPICAL DISCHARGE
SEE SHEET C-08 FOR SLOPE PAVING DETAILS,
3' ON EITHER SIDE OF PIPES,
DISCHARGE PIPE CROSSING AND
EXTEND SLOPE PAVING 1' ABOVE
MODEL 50C OR APPROVED EQUAL
FLAPGATE, MUELLER HYDROGATE
12" FLANGE MOUNTED
12" HDPE DISCHARGE PIPE
EL. 22.8'
EL. 23.1'
SEE SHEET E-03/S-01
AND ELECTRICAL DISCONNECT
PUMP CONTROL PANELS
APPROVED EQUAL (TYP.)
ASME B16.42 APCO CDD-9000T OR
DUCTILE IRON BODY CONFORMING TO
8" DOUBLE DOOR CHECK VALVE WITH
SEE SHEET E-03
ELECTRICAL CONDUITS
M
IN
SEE SHEET E-03
ELECTRICAL CONDUITS
NEW ORLEANS DISTRICT
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' 4 5"
' 4 5"
' 4 0"
' 3 5"
° 2
' 2
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' 2
° 2
' 2
° 2
' 2
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3, 9, 3, 9, 3, 9, ,8
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EXISTING BASELINE
LA. 327 (S. RIVER ROAD)
GENERAL NOTES
B /L S
T A .0
FLOOD SIDE
LAND SIDE
040' 40'
SCALE: 1'' = 40'
80' 120' 160'
N
EAST BATON ROUGE PARISH, LA.
POWER FEED TO PUMP PAD
PROVIDE UNDERGROUND
POWER FEED TO PUMP PAD
PROVIDE UNDERGROUND
SEE SHEET E-03
PUMP LOCATION,
PP-01
SEE SHEET E-03
4 PUMP LOCATION,
PP-02
AZ. 217° 41' 43.5"
AZ. 226° 25' 14.6"
PAD.
DISCHARGE CROSSING DETAILS" FOR LOCATION OF SUMP PUMPS AND ELECTRICAL
9. REFERENCE DRAWINGS "TABULATIONS", "PLAN VIEW", AND "PUMP PAD AND
THEIR ACCOUNT.
SERVICE REQUEST TO INSTALL THE UNDERGROUND SERVICE HAS BEEN INITIATED ON
OCCUPANCY DATE TO ENSURE A SERVICE ORDER TO INSTALL THE METER AND A
8. CONTRACTOR SHALL CALL ENTERGY APPROXIMATELY 10 DAYS BEFORE THEIR SCHEDULED
REQUIRED. ENTERGY TO INSTALL STANDOFF BRACKETS AND CONDUIT UP POLE.
FOR POLE DIP. ENTERGY WILL PROVIDE STANDOFF BRACKETS. NO WEATHERHEAD
7. CONTRACTOR SHALL SUPPLY 3 PIECES OF 10' LONG SCHEDULE 80, 4-INCH PVC CONDUIT
LONG SWEEP BENDS.
THEY INTEND TO PROVIDE POWER FROM. RUN CONDUITS UPTO THOSE POLES USING 36"
6. CONTRACTOR SHALL COORDINATE WITH ENTERGY ON WHICH PROPOSED POWER POLES
CONDUITS. CAP SPARE CONDUIT ON BOTH ENDS 12-INCHES ABOVE GRADE.
WILL BE A SPARE. PLACE 80-LB TEST, MANILLA OR GRASS PULL STRING IN BOTH
AND EQUIPMENT RACK. ONE CONDUIT WILL BE USED, WHILE THE OTHER CONDUIT
DIRECTIONAL BORING. CONDUITS WILL BE RUN BETWEEN ENERGY POWER POLE
5. INSTALL (2) 4-INCH PVC SCHEDULE 40 CONDUITS UNDER ROADWAY USING HORIZONTAL
AND ENTERGY.
APPLICABLE STANDARDS FOR THE UTILITY INSTALL AS REQUIRED BY LA DOTD
SHALL BE 30 INCHES BELOW GRADE. THE CONTRACTOR SHALL FOLLOW ALL
FOR HORIZONTAL DIRECTIONAL BORING UNDER ROADWAY. AS A MINIMUM CONDUITS
4. CONTRACTOR SHALL COORDINATE WITH LA DOTD AND ENTERGY THE REQUIREMENTS
UTILITIES.
WILL MAKE SURE YOU KNOW WHERE TO AVOID DIGGING SO YOU DON'T HIT BURIED
ARRIVE TO MARK THE DIG SITE WITH PAINT OR FLAGS WITHIN A FEW DAYS AND
IDENTIFY ANY UNDERGROUND UTILITIES IN THE PROJECT AREA. CREWS WILL
3. CONTRACTOR SHALL CALL 811 OR 1-800-272-3020 BEFORE ANY DIGGING TO
REQUIRED TO OBTAIN ELECTRICAL SERVICE FOR THE SITE.
2. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL PERMITS, LICENSES, AND COSTS
ENTERGY POINT OF CONTACT IS SCOTT GRAHAM, PHONE NUMBER: 225-354-3035.
SHALL COORDINATE THE ELECTRICAL SERVICE INSTALLATION WITH ENTERGY.
PAN, AND SAFETY DISCONNECT SWITCH FOR EACH LOCATION. THE CONTRACTOR
SERVICE. THE CONTRACTOR SHALL INSTALL THE CONDUITS, ELECTRIC METER
THE ELECTRIC UTILITY COMPANY (ENTERGY CORP.) TO FURNISH ELECTRICAL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY
NEW ORLEANS DISTRICT
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W1
W2
W3
W4
CABLE AND CONDUIT SCHEDULE
TYPICAL AT LOCATION PP-01
NOT TO SCALE
ONE-LINE DIAGRAM (2 PUMPS)
PP-01 PARTIAL ELECTRICAL
TYPICAL AT LOCATION PP-02
NOT TO SCALE
ONE-LINE DIAGRAM (4 PUMPS)
PP-02 PARTIAL ELECTRICAL
PC2
PC1
S2
GENERAL NOTES:
SPECIFIC NOTES:
(TYPICAL).
SUMP PIT ENCLOSURE
15HP 15HP15HP 15HP15HP 15HP
OR APPROVED EQUAL (TYPICAL).
RECEPTACLE FROM MELTRIC CORP.
SWITCH RATED INDUSTRIAL PLUG AND
(TYPICAL)
FLOAT SWITCHES
2" CONDUIT, 3-1AWG WITH 1-6AWG GROUND
2" CONDUIT, 6-6AWG WITH 2-8AWG GROUND
W2W5
W1
W5 W2 W2 W5
W3
W4 W4 W4 W4 W4 W4
CORD ASSEMBLY FROM SUMP MOTOR MANF.
3-10AWG WITH 1-10AWG GROUND & 2-12AWG,
MULTI-CONDUCTOR.
2" CONDUIT, FLOAT SWITCH CABLE, W5
(TYPICAL)
STEEL JUNCTION BOX
HEAVY DUTY STAINLESS
5 55
4" CONDUIT, PVC
W1
W1A 2" CONDUIT
W1A
W1A
2" CONDUIT, 3-4AWG WITH 1-10AWG GROUNDW1B
W1B
FOR (4) PUMPS
CONTROLLER CABINET
EQUIPMENT &
ELECTRICAL
METER PAN
SELF-CONTAINED
NEMA 4X
JUNCTION BOX
HINGED COVER
STAINLESS STEEL
ENTERGY POLE
FEED FROM PROPOSED
60HZ, UTILITY POWER
3-PHASE, 4-WIRE,
UNDERGROUND 277/480V,
ENTERGY POLE
FEED FROM PROPOSED
60HZ, UTILITY POWER
3-PHASE, 4-WIRE,
UNDERGROUND 277/480V,
NEMA 4X
JUNCTION BOX
HINGED COVER
STAINLESS STEEL
METER PAN
SELF-CONTAINED
FOR (2) PUMPS
CONTROLLER CABINET
EQUIPMENT &
ELECTRICAL
W1A
W1A
M1 M1
W1B
W3
S2A
S1
S1A
DISCONNECT
UTILITY
DISCONNECT
UTILITY
DISCONNECT
UTILITY
DISCONNECT
UTILITY
BEVELED EDGES AND BE AT LEAST 1/16" THICK.
BACKGROUND WITH WHITE LETTERING. NAMEPLATE SHALL HAVE
LABEL SHALL BE ENGRAVED PLASTIC NAMEPLATE WITH BLACK
AND SAFETY DISCONNECT SWITCH AS SHOWN ON DRAWING E-03.
9. CONTRACTOR SHALL LABEL EACH ELECTRICAL EQUIPMENT CABINET
PANELS, AND DISCONNECT SWITCHES THAT ARE PAD-LOCKABLE.
8. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT CABINETS, CONTROL
ACROSS ALL CONCRETE EXPANSION JOINTS.
FITTINGS WHERE CONDUITS TRANSITION ABOVE GRADE, AND
7. CONTRACTOR SHALL PLACE EXPANSION/CONTRACTION/DEFLECTION
CABLES.
RED WARNING TAPE SHALL BE PLACED OVER BURIED ELECTRICAL
WIDTH AND HAVE AN ALUMINUM FOIL CORE THAT IS DETECTABLE.
ON TAPE. THE RED WARNING TAPE SHALL BE THREE INCHES IN
TAPE WITH THE LEGEND "BURIED ELECTRIC CABLE BELOW" PRINTED
6. CONTRACTOR SHALL PLACE 12 INCHES BELOW GRADE RED WARNING
SURFACE OR GRADE.
GALVANIZED RIGID STEEL AND STUB UP 6" ABOVE CONCRETE
SHALL TRANSITION FROM SCHEDULE 80 PVC TO PVC COATED
SHALL BE SCHEDULE 80 PVC CONDUITS. CONDUITS UNDERGROUND
STEEL, UNLESS OTHERWISE NOTED. CONDUITS UNDERGROUND
5. EXPOSED CONDUITS SHALL BE PVC COATED GALVANIZED RIGID
ELECTRICAL CODE (NFPA 70-2014)
SYSTEM AND GROUNDED IN ACCORDANCE WITH THE NATIONAL
CIRCUITS. ELECTRICAL EQUIPMENT SHALL BE INSTALLED AS A
4. SEPARATE GREEN GROUND CONDUCTORS ARE REQUIRED FOR ALL
ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, NFPA 70-2014.
3. ALL ELECTRICAL WORK AND EQUIPMENT INSTALLED SHALL BE IN
CONTACT IS SCOTT GRAHAM, PHONE NUMBER: 225-354-3035.
FOR EACH LOCATION. THE ELECTRIC UTILITY COMPANY POINT OF
SAFETY DISCONNECT SWITCH, AND SELF-CONTAINED METER PAN
THE CONTRACTOR SHALL INSTALL THE CONDUITS, JUNCTION BOX,
ASSOCIATED WITH THE THE ELECTRICAL SERVICE INSTALLATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS
INSTALLATION WITH THE ELECTRIC POWER UTILITY COMPANY. THE
2. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE
FUNCTIONAL, AND CORRECTLY OPERATING SUMP PUMP SYSTEM.
MATERIAL, AND LABOR AS REQUIRED TO FURNISH A COMPLETE,
1. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT,
CURRENT DEVICE AND DISCONNECT.
THE LOAD SIDE OF THE METER SHALL HAVE A BREAKER OR OVER
SHALL BE LABELED, AND HAVE A NON-FUSED DISCONNECT SWITCH.
M1 - SELF CONTAINED METER PAN. THE LINE SIDE OF THE METER
MANUFACTURER'S INSTRUCTIONS.
PUMP MOTOR WIRING IS IN ACCORDANCE WITH PUMP
TO PUMP MOTOR. CONTRACTOR SHALL ENSURE INSTALLATION OF
INDUSTRIAL PLUG. INSTALL OTHER END OF PUMP CABLE CORD
FROM MANUFACTURER'S PUMP CABLE CORD TO SWITCH RATED
FOR EACH RESPECTIVE PUMP TO RECEPTACLE. TERMINATE WIRING
DUTY STAINLESS STEEL JUNCTION BOX. TERMINATE CONDUCTORS
INSTALL SWITCH RATED INDUSTRIAL RECEPTACLE ONTO HEAVY
FLYGT APP 741 OR APPROVED EQUAL.
FOR THE (4) 15HP PUMP, NEMA 4X ENCLOSURE, STAINLESS STEEL,
CONVENIENCE RECEPTACLE, FLYGT STATION CONTROL PANEL (FSCP),
RATED AT 110A, MOTOR STARTER COMPONENTS, CABINET LIGHT,
CABINET, TRANSFORMERS, FEEDER OVERCURRENT PROTECTION
PC2 - LOCKABLE ELECTRICAL EQUIPMENT AND PUMP CONTROLLER
FLYGT APP 721 OR APPROVED EQUAL.
FOR THE (2) 15HP PUMP, NEMA 4X ENCLOSURE, STAINLESS STEEL,
CONVENIENCE RECEPTACLE, FLYGT STATION CONTROL PANEL (FSCP),
RATED AT 80A, MOTOR STARTER COMPONENTS, CABINET LIGHT,
CABINET, TRANSFORMERS, FEEDER OVERCURRENT PROTECTION
PC1 - LOCKABLE ELECTRICAL EQUIPMENT AND PUMP CONTROLLER
277V/480, 3-PHASE, 4-WIRE, 100A RATING, NON-FUSED, LOCKABLE.
S2, S2A - SAFETY DISCONNECT SWITCH, NEMA 4X STAINLESS STEEL,
277V/480, 3-PHASE, 4-WIRE, 100A RATING, NON-FUSED, LOCKABLE.
S1, S1A - SAFETY DISCONNECT SWITCH, NEMA 4X, STAINLESS STEEL,
-1
-0
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
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A
TYPICAL AT LOCATION PP-01
NOT TO SCALE
RISER DIAGRAM
PP-01 PARTIAL ELECTRICAL
C
TYPICAL AT LOCATION PP-02
NOT TO SCALE
RISER DIAGRAM
PP-02 PARTIAL ELECTRICAL
GENERAL NOTES:
B
TYPICAL AT LOCATION PP-01
NOT TO SCALE
PP-01 PLAN LAYOUT VIEW
PC2
D
TYPICAL AT LOCATION PP-02
NOT TO SCALE
PP-02 PLAN LAYOUT VIEW
PC1
PIT
SUMP
TO
S2
SUPPLY FROM UTILITY
UNDERGROUND ELECTRICAL
SIDE
ROAD
SIDE
LEVEE
METER
ELECTRIC
SEE DRAWING S-01
SUPPORT FRAME,
GALVANIZED ELECTRICAL
TO SUPPORT ELEC. EQUIPMENT
PROVIDE AS NECESSARY
STAINLESS STEEL STRUT,
PIT
SUMP
TO
SEE DRAWING S-01
SUPPORT FRAME,
GALVANIZED ELECTRICAL
PC2
SUMP PIT
CONDUITS TO
FIELD ROUTE
SWITCHES
PUMP FLOAT
CONDUITS TO
FIELD ROUTE
TO SUMP PIT
FIELD ROUTE CONDUIT
277V/480, 3-PHASE
INCOMING UTILITY POWER
277V/480, 3-PHASE
INCOMING UTILITY POWER
SWITCH
DISCONNECT
CONDUIT
SPARE
SWITCH
DISCONNECT
TO SUPPORT ELEC. EQUIPMENT
PROVIDE AS NECESSARY
STAINLESS STEEL STRUT,
PC1
S1
SIDE
ROAD
SIDE
LEVEE
CONDUIT
SPARE
SUPPLY FROM UTILITY
UNDERGROUND ELECTRICAL
METER
ELECTRIC
M1
M1
SWITCHES
PUMP FLOAT
CONDUIT TO
FIELD ROUTE
NEMA 4X
JUNCTION BOX
STAINLESS STEEL
NEMA 4X
JUNCTION BOX
STAINLESS STEEL
Disconnect
Utility
S1
Disconnect
Utility
S1A
Disconnect
Utility
S2
Disconnect
Utility
S2A
TO DRAWING S-02.
TO ALLOW ACCESS TO EQUIPMENT CABINETS, REFER
ELECTRICAL EQUIPMENT CONCRETE PAD WITH GATES
10. CONTRACTOR SHALL PLACE CHAIN LINK FENCE AROUND
PAD.
FOR LOCATION OF SUMP PUMPS AND ELECTRICAL
AND "PUMP PAD AND DISCHARGE CROSSING DETAILS"
9. REFERENCE DRAWINGS "TABULATIONS", "PLANVIEW",
THAT IT IS MOUNTED IN TO PREVENT CORROSION.
THAT OF THE FITTING, BOX, CABINET, OR ENCLOSURE
GROUNDED TYPE. HUB MATERIAL SHALL MATCH
ENCLOSURES AS REQUIRED. HUBS SHALL BE
PROVIDE MEYERS HUBS FOR BOXES, CABINETS, AND
TERMINATIONS SHALL BE THREADED, WATERTIGHT.
8. ALL FITTINGS, BOX, CABINET, AND ENCLOSURE
STEEL CONDUIT UNLESS OTHERWISE NOTED.
7. CONDUITS SHALL BE PVC COATED RIGID GALVANIZED
CURRENT DEVICE AND DISCONNECT.
OF THE METER SHALL HAVE A BREAKER OR OVER
NON-FUSED DISCONNECT SWITCH. THE LOAD SIDE
OF THE METER SHALL BE LABELED, AND HAVE A
6. M1 - SELF CONTAINED METER PAN. THE LINE SIDE
STAINLESS STEEL, FLYGT APP 741 OR APPROVED EQUAL.
FOR THE (4) 15HP PUMP, NEMA 4X ENCLOSURE,
RECEPTACLE, FLYGT STATION CONTROL PANEL (FSCP),
STARTER COMPONENTS, CABINET LIGHT, CONVENIENCE
OVERCURRENT PROTECTION RATED AT 110A, MOTOR
CONTROLLER CABINET, TRANSFORMERS, FEEDER
5. PC2 - LOCKABLE ELECTRICAL EQUIPMENT AND PUMP
STAINLESS STEEL, FLYGT APP 721 OR APPROVED EQUAL.
FOR THE (2) 15HP PUMP, NEMA 4X ENCLOSURE,
RECEPTACLE, FLYGT STATION CONTROL PANEL (FSCP),
STARTER COMPONENTS, CABINET LIGHT, CONVENIENCE
OVERCURRENT PROTECTION RATED AT 80A, MOTOR
CONTROLLER CABINET, TRANSFORMERS, FEEDER
4. PC1 - LOCKABLE ELECTRICAL EQUIPMENT AND PUMP
100A RATING, NON-FUSED.
STAINLESS STEEL, 277V/480, 3-PHASE, 4-WIRE,
3. S2, S2A - SAFETY DISCONNECT SWITCH, NEMA 4X,
100A RATING, NON-FUSED.
STAINLESS STEEL, 277V/480, 3-PHASE, 4-WIRE,
2. S1, S1A - SAFETY DISCONNECT SWITCH, NEMA 4X,
NATIONAL ELECTRICAL CODE, NFPA-70-2014.
1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE
-1
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
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"16
"16
TYP.
B C
A
4'-11"
1'-0"
"2
"2
C6X10.5 (TYP)
C6X10.5 (TYP)
C6X10.5 (TYP)
C6X10.5 (TYP)
L5X5X3/8 (TYP)
SEE NOTE 1
HIT-RE500 EPOXY OR APPROVED EQUAL.
1/2'' DIA. BOLT WITH 6'' EMBEDMENT
CABINET NOT SHOWN
SEE NOTE 4
L5X5X3/8 (TYP)
7'-6"
C6X10.5 (TYP)
C6X10.5 (TYP)
CABINET NOT SHOWN
L5X5X3/8 (TYP)
4'-0"
7'-5" 5'-0"
'' GROUT2
'' PLATE2
EQUAL. SEE NOTE 1
HIT-RE500 EPOXY OR APPROVED
1/2'' DIA. BOLT WITH 7 1/2" EMBEDMENT
#4 @ 9''
4 - #4
THICKNESS2
1AT
6X6 W2.9X2.9
9'-6"7'-0"
E
M B
E D
3" CLR.
(TYP.)
"2
8'-1"
C
SCALE: 1" = 1'-0"
SUPPORT STRUCTURE - SECTION
4 PUMP ELECTRICAL PANEL
B
SCALE: 1" = 1'-0"
SUPPORT STRUCTURE - SECTION
2 PUMP ELECTRICAL PANEL
A
SCALE: 2" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
SUPPORT STRUCTURE ELEVATION
4 PUMP ELECTRICAL PANEL
SCALE: 1" = 1'-0"
SUPPORT DETAIL - SECTION
ELECTRICAL PANEL
SCALE: 1" = 1'-0"
SUPPORT STRUCTURE ELEVATION
2 PUMP ELECTRICAL PANEL
SCALE: 3"=1'
3" 6" 9" 12"0
SCALE:1"=1'
1' 2'
4. SEE SHEETS C-01 AND M-01 FOR LOCATIONS AND PUMP QTYS.
3. ELECTRICAL CABINET SHALL BE MOUNTED TO C6X10.5.
2. ENTIRE STEEL FRAME SHALL BE HOT DIPPED GALVANIZED.
'' ø HASS SS AISI 316.2
1'' ANCHOR 6''EMBEDMENT 2
11. ANCHORS SHALL BE HIT-RE500 EPOXY
NOTES:
4'-7"
-1
-0
S -0
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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W O
R L E
A N
S D
IS
T R
IC
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CABINET NOT SHOWNCABINET NOT SHOWN
NOT TO SCALENOT TO SCALE
ENCLOSURE STRUCTURE ELEVATION
2 PUMP ELECTRICAL PANEL
NOT TO SCALE
NOT TO SCALE
ENCLOSURE STRUCTURE - SECTION
2 PUMP ELECTRICAL PANEL
SCALE:1"=1'
1' 2'
C
EQUAL.
OR APPROVED
HIT-RE500 EPOXY
3 1/2" EMBEDMENT
3/8'' DIA. BOLT WITH
GATE WITH PADLOCK (TYP.)
" GALV. FENCE POSTS 8
72-
ENCLOSURE STRUCTURE ELEVATION
4 PUMP ELECTRICAL PANEL
ENCLOSURE STRUCTURE - SECTION
4 PUMP ELECTRICAL PANEL
GATE WITH PADLOCK (TYP.)
T
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
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S D
IS
T R
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MISSISSIPPI RIVER AT BATON ROUGE, LA STATION 01160 NAVD 88(-.40) NOD GAGE
G A
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2007 2008 2009
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
2010 2011 2012
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
2013 2014 2015
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
2016 2017 2018
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
HISTORICAL PATTERNS ARE DEPENDENT UPON VAGARIES OF NATURE AND MAY DIFFER DRASTICALLY AT ANY TIME FROM ANY HISTORICAL PATTERS THAT MIGHT BE INFERRED.
THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY AND NO PREDICTION IS INTENDED AS TO FUTURE WATER STAGES. THE SUCCESSFUL OFFER OR IS EXPECTED TO UNDERSTAND THE FACT THAT FUTURE WATER STAGES DESPITE AN APPARENT.
NOTE:
R-01
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
U .S
A R
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NEW ORLEANS DISTRICT
S O
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N N
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IDENTIFICATION
SHEET
D A
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A P
P R
®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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B /L S
T A T
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CS-01
R E
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F W
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C H C
R O
S S S
E C
T
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N S
H -8 -4
C S -0
.d g n
B .J .L
N G
23.4
-243.9
N G
23.3
-238.7
N G
23.3
-233.8
T B
23.4
-229.8
W L
23.0
-227.6
T O
D
22.5
-225.0
C L
22.5
-223.1
T O
D
22.8
-220.1
S L P
24.1
-214.2
T B
25.4
-208.6
E R
25.5
-206.2
C L
25.7
-195.5
E R
25.4
-185.6
T B
25.3
-182.0
S L P
24.4
-177.9
T O
D
23.0
-171.9
C L
22.9
-169.0
T O
D
22.9
-165.7
T B
23.8
-159.7
N G
23.9
-154.6
P S
24.1
-147.9
S L P
25.5
-140.1
S L P
26.6
-132.8
S L P
27.6
-126.4
S L P
28.9
-119.6
S L P
29.9
-112.4
S L P
31.3
-105.5
S L P
32.7
-99.6
S L P
34.2
-92.6
S L P
36.1
-85.1
S L P
37.5
-78.0
S L P
38.8
-71.1
S L P
39.9
-64.6
S L P
41.1
-57.4
S L P
42.2
-50.4
S L P
43.6
-43.0
S L P
45.0
-35.9
S L P
46.2
-28.7
S L P
47.6
-21.7
S L P
49.0
-14.9 P
S
50.1
-8.1
E R
50.6
-5.4
C L
50.5
-.5
B L
50.5
-.1
E R
50.4
4.3
F S
50.2
5.7
S L P
49.6
10.5
S L P
48.3
16.5
E C
47.3
20.5
C O
N
46.5
25.5
C O
N
44.9
32.0
C O
N
43.8
37.2
C O
N
42.2
43.3
C O
N
40.7
49.4
C O
N
39.0
56.3
C O
N
37.3
62.3
C O
N
35.8
68.2
C O
N
34.4
74.0
C O
N
32.9
80.0
C O
N
31.4
86.6
C O
N
29.9
92.8
E C
29.6
94.8
F S
29.6
96.9
N G
28.9
104.5
N G
28.4
113.3
N G
28.2
123.1
N G
27.9
132.0
N G
27.6
141.4
W L
27.1
149.3
160+00.00
.0
.0
F L
24.3
-244.3
T B
24.0
-235.2
T O
D
22.8
-225.4
C L
22.5
-218.0
T O
D
22.5
-217.4
T B
25.5
-207.7
E R
25.5
-206.1
C L
25.7
-195.4
E R
25.4
-185.7
T B
25.4
-182.9
S L P
24.2
-176.8
T O
D
23.0
-172.4
C L
23.0
-168.6
T O
D
23.1
-166.6
S L P
23.5
-163.8
T B
24.0
-160.9
P S
24.0
-150.9
S L P
25.4
-142.3
S L P
26.6
-134.9
S L P
27.7
-125.8
S L P
29.3
-116.4
S L P
31.7
-106.6
S L P
33.4
-98.2
S L P
34.9
-90.1
S L P
36.7
-81.0
S L P
38.2
-72.3
S L P
40.0
-62.9
S L P
41.8
-53.7
S L P
43.2
-45.1
S L P
44.6
-35.6
S L P
46.3
-26.1
S L P
48.2
-17.2
S L P
49.9
-8.9
P S
50.3
-6.3
E R
50.7
-4.9
B L
50.7
.3
C L
50.7
.8
E R
50.6
5.1
F S
50.4
6.4
S L P
49.3
12.9
E C
47.7
20.3
C O
N
46.1
27.0
C O
N
44.2
35.1
C O
N
42.1
43.3
C O
N
40.2
51.0
C O
N
38.3
58.4
C O
N
36.3
66.1
C O
N
34.1
74.9
C O
N
32.3
82.7
C O
N
30.3
90.1
E C
29.8
92.1
F S
29.9
93.7
N G
29.3
102.1
N G
28.8
111.4
N G
28.5
120.9
N G
28.5
130.7
N G
28.0
140.0
N G
27.9
149.5
W L
27.7
155.9
161+00.00
.0
.0
C O
N
24.6
-252.5
C O
N
24.8
-245.8
C O
N
24.8
-239.9
C O
N
25.0
-232.0
C O
N
25.1
-225.1
C O
N
25.2
-216.5
E R
25.4
-207.8
C L
25.6
-196.7
E R
25.3
-185.7
T B
25.3
-182.9
S L P
24.2
-178.1
T O
D
23.0
-172.9
C L
23.0
-169.5
T O
D
23.3
-166.7
S L P
23.5
-164.2
T B
23.7
-160.9
N G
24.0
-154.4
P S
24.3
-148.2
S L P
25.2
-141.9
S L P
26.2
-135.7
S L P
27.4
-128.2
S L P
29.0
-120.5
S L P
30.6
-114.1
S L P
32.2
-105.7
S L P
33.3
-98.8
S L P
34.6
-91.3
S L P
35.7
-84.2
S L P
37.0
-77.1
S L P
38.5
-69.6
S L P
39.8
-63.6
S L P
41.5
-56.5
S L P
43.2
-49.5
S L P
44.6
-40.3
S L P
46.0
-31.0
S L P
46.9
-24.6
S L P
48.3
-18.0
S L P
49.8
-13.1
P S
50.7
-7.5
E R
51.1
-5.1
B L
51.1
-.2
C L
51.1
.3
E R
51.0
5.2
F S
50.6
7.3
S L P
49.2
13.6
E C
47.7
20.2
C O
N
46.4
26.9
C O
N
44.5
34.7
C O
N
42.2
43.8
C O
N
40.5
50.5
C O
N
38.6
57.5
C O
N
36.8
64.5
C O
N
34.7
72.6
C O
N
32.7
80.8
C O
N
30.8
88.7
E C
29.1
95.6
F S
28.5
103.8
N G
28.2
113.3
N G
27.9
124.4
N G
28.0
134.0
N G
28.2
143.8
N G
28.1
153.0
W L
28.2
162.4
162+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I O
V D
(2
SP; SLOPEPAVING
BOT; BOTTOM
CL; CENTERLINE
EW; EDGE WOODS
FL; FENCE LINE
FS; FLOOD SIDE LEVEE
NG; NATURAL GROUND
PS; PROTECTED SIDE LEVEE
RMP; RAMP PWL: POWER LINE
WE; WATER EDGE
TOL; TOE OF LEVEE
TB; TOP OF BANK
SND; SOUNDINGS
SLP; SLOPE SHOT
MSH; MARSH
CROSS-SECTION ABBREVIATIONS
TAKEN JUST PRIOR TO WORK.
QUANTITIES WILL BE CALCULATED BY THE GOVERMENT WHEN ORIGINAL SECTIONS ARE
4. CUT AND FILL AREA QUANTITIES SHOWN ARE FOR REFERENCE ONLY - ACTUAL CONTRACT
3. DRAWINGS CS-01 THRU CS-08, SCALE: 1 INCH = 20 FEET VERTICAL AND HORIZONTAL.
2. ALL CROSS SECTIONS SHOWN ARE PERPENDICULAR TO LEVEE BASELINE.
1. SEE SHEET G-04 FOR EXISTING B/L AND C/L OF LEVEE DITCH TABULATIONS.
NOTES:
NEW ORLEANS DISTRICT
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
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
T E
F
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U M
B E
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S
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S U
B M
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T E
D B
Y
P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
W O
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A N
S D
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T R
IC
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N E
W O
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IA
N A
E A
S T B
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G E P
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H L
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N A
A N
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H A
T T
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W P
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W P
-X
D
H U
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A
N G
U Y
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A .N
H -8 -4
-M
A R -2
B /L S
T A T
O B /L S
T A
S E
E P
A G
E C
O N
T R
O L
IT
E M M
-2 -L
U P
P E
R P
O N
C T
C H
A R
T R
A
IN
P O
N T
C H
A R
T R
A
IN
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E E D
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T R
IC
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M
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S
IS
S
IP
P I
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N D T
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U T
A R
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S
M R
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CS-02
R E
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F W
E L L D
IT
C H C
R O
S S S
E C
T
IO
N S
H -8 -4
C S -0
.d g n
B .J .L
F L
24.6
-245.0
N G
24.3
-238.8
N G
24.1
-230.9
T B
24.1
-225.4
S L P
23.1
-222.0
T O
D
22.6
-220.4
C L
22.5
-219.7
T O
D
22.7
-218.8
S L P
23.7
-215.5
T B
25.4
-209.3
E R
25.5
-206.9
C L
25.7
-196.1
E R
25.4
-185.8
T B
25.2
-183.2
S L P
23.9
-177.6
T O
D
23.1
-174.4
C L
22.8
-168.6
T O
D
22.8
-167.9
S L P
23.4
-164.4
T B
23.6
-160.6
N G
23.8
-154.5
P S
23.9
-150.0
S L P
25.3
-139.2
S L P
27.2
-130.3
S L P
29.7
-120.6
S L P
31.6
-111.3
S L P
33.5
-102.7
S L P
35.1
-92.8
S L P
36.8
-82.6
S L P
38.6
-73.2
S L P
40.8
-62.6
S L P
42.6
-52.0
S L P
44.6
-41.0
S L P
46.2
-31.0
S L P
47.6
-20.2
S L P
49.8
-11.0
P S
50.6
-5.5
E R
50.8
-4.4
B L
50.8
.2
C L
50.8
.8
E R
50.7
5.9
F S
50.4
7.4
S L P
48.5
15.5
E C
47.5
20.5
C O
N
45.5
29.6
C O
N
43.7
37.8
C O
N
41.7
46.1
C O
N
39.8
53.6
C O
N
37.8
60.9
C O
N
36.0
68.3
C O
N
34.2
75.4
C O
N
32.1
83.2
C O
N
30.5
90.0
E C
29.3
94.7
F S
28.8
101.4
N G
28.0
109.7
N G
27.9
119.3
N G
27.9
128.7
N G
28.1
137.7
N G
28.4
146.4
N G
28.1
153.6
W L
27.9
158.6
163+00.00
.0
.0
F L
24.2
-244.9
N G
24.0
-239.7
T B
23.8
-231.7
S L P
22.7
-226.3
T O
D
22.0
-224.6
C L
21.9
-223.6
T O
D
21.9
-222.2
S L P
22.9
-218.6
S L P
23.3
-216.8
S L P
24.8
-211.7
T B
25.4
-208.7
E R
25.6
-206.8
C L
25.7
-195.7
E R
25.5
-186.3
T B
25.5
-184.5
S L P
24.5
-178.3
T O
D
22.9
-172.5
C L
22.9
-169.3
T O
D
22.9
-167.0
S L P
23.4
-164.9
T B
24.0
-161.7
N G
24.2
-153.8
P S
25.0
-143.3
S L P
26.7
-135.8 S
L P
28.5
-127.7
S L P
30.5
-118.2
S L P
32.5
-108.5
S L P
34.2
-98.8
S L P
35.5
-90.5
S L P
37.3
-81.4
S L P
38.9
-72.5
S L P
40.7
-63.9
S L P
42.3
-54.8
S L P
44.1
-46.2
S L P
45.8
-37.7
S L P
47.5
-29.1
S L P
48.8
-20.9
S L P
49.9
-12.8
P S
50.8
-5.8
E R
50.9
-4.3
B L
51.0
.8
C L
50.9
1.1
E R
50.7
6.1
F S
50.6
7.0
S L P
49.0
13.4
E C
47.5
20.6
C O
N
47.1
22.5
C O
N
45.5
29.7
C O
N
43.7
37.7
C O
N
41.3
47.1
C O
N
39.0
56.1
C O
N
37.0
64.7
C O
N
35.1
72.0
C O
N
33.0
80.4
C O
N
31.0
88.2
E C
29.2
95.9
F S
29.0
99.3
N G
28.7
108.1
N G
28.4
119.6
N G
28.3
129.6
N G
27.9
140.8
N G
28.0
149.6
W L
28.4
159.8
164+00.00
.0
.0
F L
24.3
-253.8
N G
23.8
-244.8
N G
23.6
-236.8
T B
23.4
-232.8
S L P
23.0
-227.3
T O
D
22.7
-224.9
C L
22.6
-220.1
T O
D
22.6
-220.1
S L P
24.1
-214.0
T B
25.5
-208.1
E R
25.5
-206.6
C L
25.6
-196.4
E R
25.5
-186.2
T B
25.4
-184.2
S L P
24.3
-177.2
T O
D
23.2
-172.9
C L
23.0
-168.7
T O
D
23.0
-167.2
S L P
23.6
-164.2
T B
24.0
-160.5
N G
23.9
-154.6
P S
24.3
-149.4
S L P
25.7
-140.3
S L P
27.5
-131.1
S L P
29.0
-122.1
S L P
30.5
-114.1
S L P
32.2
-107.0
S L P
33.9
-98.9
S L P
35.5
-89.6
S L P
37.4
-79.8
S L P
39.2
-70.7
S L P
40.8
-61.5
S L P
42.5
-52.3
S L P
44.6
-42.8
S L P
46.1
-33.8
S L P
47.9
-22.8
S L P
50.2
-13.2
P S
51.3
-6.1
E R
51.5
-4.2
B L
51.5
.7
C L
51.5
1.1
E R
51.4
6.0
F S
51.0
8.0
S L P
49.3
14.1
E C
47.9
20.9
C O
N
45.9
29.3
C O
N
44.4
35.6
C O
N
42.6
42.8
C O
N
40.7
50.1
C O
N
38.8
57.7
C O
N
36.5
66.0
C O
N
34.2
75.3
C O
N
32.2
83.5
C O
N
30.1
92.3
E C
29.0
97.0
F S
28.9
100.0
N G
28.6
109.0
N G
28.4
118.8
N G
28.2
128.9
N G
28.2
139.4
N G
28.2
148.9
N G
28.2
158.4
N G
28.0
166.7
W L
28.1
170.8
165+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I
V D
(2
NEW ORLEANS DISTRICT
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
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D E
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D B
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D A
T E
M A
R K
D E
S C
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C O
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R A
C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
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A N
S D
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T R
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H -8 -4
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B /L S
T A T
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T A
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E P
A G
E C
O N
T R
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IT
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-2 -L
U P
P E
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A R
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P O
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A R
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P I
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A R
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CS-03
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F W
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C H C
R O
S S S
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N S
H -8 -4
C S -0
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B .J .L
F L
25.0
-254.6
N G
24.1
-245.0
T B
23.7
-236.1
S L P
23.1
-229.3
T O
D
22.6
-223.6
C L
22.5
-221.7
T O
D
22.8
-220.2
S L P
24.0
-215.7
T B
25.2
-209.1
E R
25.4
-206.8
C L
25.6
-196.2
E R
25.3
-186.3
T B
25.1
-184.2
S L P
24.5
-179.3
T O
D
22.6
-173.5
C L
22.7
-170.3
T O
D
23.1
-166.5
S L P
23.6
-164.3
T B
24.0
-160.5
N G
24.1
-154.8
P S
24.6
-144.5
S L P
25.7
-138.8
S L P
27.5
-128.7
S L P
29.6
-118.7
S L P
31.8
-108.5
S L P
34.0
-98.1
S L P
35.9
-88.0
S L P
37.5
-78.2
S L P
39.4
-68.6
S L P
41.3
-60.0
S L P
43.3
-50.8
S L P
44.6
-41.8
S L P
46.2
-32.5
S L P
47.7
-23.9
S L P
49.6
-15.3
P S
51.5
-7.0
E R
51.7
-4.2
B L
51.6
.4
C L
51.6
1.2
E R
51.5
6.2
F S
51.4
7.2
S L P
49.7
13.3
E C
47.9
21.0
C O
N
46.2
28.0
C O
N
44.0
37.2
C O
N
41.9
45.2
C O
N
39.6
54.6
C O
N
37.2
64.0
C O
N
34.8
74.0
C O
N
32.7
82.5
C O
N
30.7
90.4
E C
28.9
98.0
F S
28.9
99.6
N G
28.8
104.4
N G
28.4
113.1
N G
28.2
123.8
N G
27.9
132.7
N G
27.7
142.7
N G
27.6
151.5
W L
27.5
161.9
166+00.00
.0
.0
N G
25.2
-255.0
N G
25.3
-245.4
N G
25.2
-236.0
N G
25.1
-226.1
N G
25.4
-215.6
P C
25.7
-211.0
C R
25.3
-210.5
E R
25.4
-208.8
C L
25.6
-196.6
E R
25.5
-186.7
T B
25.4
-184.4
S L P
24.1
-177.8
T O
D
23.1
-174.1
C L
22.6
-170.5
T O
D
22.7
-168.5
S L P
23.5
-164.2
T B
24.2
-159.2
N G
24.4
-151.7
P S
24.8
-146.8 S
L P
26.1
-137.5 S
L P
27.7
-128.8
S L P
29.8
-118.6
S L P
31.5
-110.2
S L P
33.2
-101.0
S L P
34.9
-91.9
S L P
36.8
-82.4
S L P
38.5
-73.4
S L P
40.5
-62.6
T O
E
42.6
-52.6
S L P
42.9
-51.4
S L P
45.1
-41.6
S L P
48.1
-32.1
S L P
50.2
-25.6
T O
P
50.5
-24.1
E R
51.1
-21.5
C L
51.4
-15.8
E R
51.5
-10.5
T O
E
51.5
-8.3
E R
51.8
-4.0
B L
51.8
.6
C L
51.8
1.3
E R
51.7
6.3
F S
51.5
7.3
S L P
49.2
14.9
E C
47.9
20.8
C O
N
46.0
28.5
C O
N
44.2
36.1
C O
N
42.3
44.2
C O
N
40.5
51.6
C O
N
38.3
60.3
C O
N
36.3
67.9
C O
N
34.2
76.5
C O
N
32.2
84.4
C O
N
30.0
93.3
E C
29.5
95.9
F S
29.1
98.8
N G
28.4
108.9
N G
27.9
118.2
N G
28.0
127.2
N G
27.8
136.2
N G
27.3
146.4
W L
27.4
156.0
167+00.00
.0
.0
P C
25.6
-240.4
C R
25.3
-239.3
C R
25.3
-235.8
C O
N
25.3
-229.4
C O
N
25.3
-223.1
C O
N
25.4
-215.0
E R
25.4
-209.2
C L
25.7
-196.8
E R
25.5
-186.1
T B
25.4
-184.4
S L P
24.6
-179.4
S L P
23.6
-174.6
T O
D
22.7
-170.2
C L
22.8
-169.6
T O
D
22.9
-168.0
S L P
23.3
-165.6
T B
23.5
-161.4
N G
24.1
-154.4
P S
24.3
-148.9
S L P
24.6
-142.6
S L P
25.7
-136.1
S L P
27.0
-128.7
S L P
28.5
-121.5
S L P
30.2
-114.6
S L P
31.9
-107.3
S L P
33.6
-98.7
S L P
34.8
-92.5
S L P
35.8
-87.0
S L P
37.2
-79.4
S L P
38.4
-72.1
T O
E
39.2
-68.9
S L P
40.0
-65.4
S L P
41.9
-58.9
S L P
43.7
-53.8
S L P
46.0
-48.3
T O
P
46.5
-46.1
E R
47.1
-43.6
C L
47.3
-38.0
E R
47.4
-32.8
T O
E
48.1
-24.2
S L P
49.3
-19.1
S L P
50.7
-11.0
P S
51.6
-6.0
E R
51.7
-3.7
B L
51.7
.3
C L
51.6
1.2
E R
51.6
5.8
F S
51.6
7.3
S L P
50.5
11.4
S L P
49.1
16.4
E C
48.2
19.9
C O
N
47.5
23.4
C O
N
45.7
30.9
C O
N
44.0
38.0
C O
N
42.5
43.9
C O
N
40.2
52.7
C O
N
38.3
60.6
C O
N
36.7
67.0
C O
N
35.0
73.4
C O
N
33.5
79.6
C O
N
31.8
86.6
C O
N
30.3
93.1
E C
29.4
97.1
F S
29.3
98.3
N G
29.0
102.1
N G
28.8
108.7
N G
28.5
118.1
N G
28.3
126.3
N G
27.7
132.9
W L
27.2
139.8
168+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I
V D
(2
NEW ORLEANS DISTRICT
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
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D E
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D B
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D E
S C
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2 3
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B
M A
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D A
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P L
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C A
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P L
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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W O
R L E
A N
S D
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T R
IC
T
N E
W O
R L E
A N
S L
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N A
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G E P
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H L
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N A
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H A
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W P
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W P
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D
H U
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A
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U Y
E N
A .N
H -8 -4
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A R -2
B /L S
T A T
O B /L S
T A
S E
E P
A G
E C
O N
T R
O L
IT
E M M
-2 -L
U P
P E
R P
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C T
C H
A R
T R
A
IN
P O
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C H
A R
T R
A
IN
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T R
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P I
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M R
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CS-04
R E
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F W
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C H C
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S S S
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N S
H -8 -4
C S -0
.d g n
B .J .L
F L
25.2
-255.6
N G
25.2
-249.6
N G
24.7
-240.2
T B
24.2
-232.8
S L P
23.2
-225.3
T O
D
22.7
-223.8
C L
22.6
-221.9
T O
D
22.8
-219.6
S L P
23.2
-218.9
S L P
23.6
-217.3
T B
25.5
-209.3
E R
25.5
-207.9
C L
25.7
-196.5
E R
25.4
-186.7
T B
25.4
-184.6
S L P
24.5
-179.6
T O
D
23.3
-174.1
C L
23.0
-170.2
T O
D
22.9
-168.1
S L P
23.6
-165.5
T B
23.7
-162.5
N G
24.2
-153.3
P S
24.6
-143.3
S L P
25.8
-135.3
S L P
27.6
-125.2
S L P
29.6
-116.2
S L P
31.8
-107.2
S L P
33.5
-98.8
T O
E
35.2
-91.1
S L P
35.2
-90.8
S L P
36.8
-83.6
S L P
39.0
-76.6
S L P
41.6
-69.2
T O
P
41.9
-67.8
E R
42.6
-65.6
C L
42.9
-59.4
E R
43.0
-54.4
N G
42.9
-51.0
T O
E
43.6
-44.0
S L P
43.9
-42.0
S L P
45.0
-37.5
S L P
46.8
-29.3
S L P
48.2
-21.0
S L P
49.8
-13.0
P S
51.0
-5.6
E R
51.1
-3.2
B L
51.1
1.2
C L
51.1
1.9
E R
51.1
5.7
F S
51.0
7.5
S L P
49.8
14.0
E C
48.0
22.4
C O
N
47.2
25.2
C O
N
44.8
35.0
C O
N
42.3
45.2
C O
N
39.2
57.5
C O
N
36.6
67.9
C O
N
34.1
78.0
C O
N
31.6
88.1
E C
29.3
97.8
F S
29.2
100.3
N G
28.8
106.3
N G
28.3
114.6
N G
28.0
125.9
N G
27.8
137.7
N G
27.5
148.0
W L
27.3
158.4
169+00.00
.0
.0
F L
25.4
-256.0
N G
24.8
-246.6
N G
24.8
-239.1
N G
24.6
-233.2
T B
24.3
-228.3
S L P
23.9
-225.1
T O
D
23.4
-223.4
C L
23.2
-221.8
T O
D
23.3
-220.6
S L P
24.5
-215.6
T B
25.8
-208.8
E R
25.9
-207.7
C L
25.9
-196.9
E R
25.7
-186.7
T B
25.6
-185.4 S
L P
24.4
-179.4
T O
D
23.4
-174.0
C L
23.2
-171.0 T
O D
23.2
-169.2
S L P
23.9
-164.8
T B
24.4
-158.3
N G
24.9
-148.8
P S
25.5
-140.5
S L P
26.9
-131.0
S L P
28.9
-121.9
S L P
30.9
-113.5
T O
E
31.1
-112.7
S L P
32.9
-105.7
S L P
35.1
-98.3
S L P
37.7
-91.5
T O
P
38.3
-89.3
E R
38.8
-86.0
C L
39.0
-80.3
E R
39.2
-74.9
N G
39.2
-71.1
T O
E
39.7
-67.5
S L P
40.5
-62.3
S L P
42.3
-52.7
S L P
43.7
-44.1
S L P
45.2
-34.7
S L P
46.6
-26.9
S L P
48.2
-18.2
S L P
49.6
-10.0
P S
50.6
-5.1
E R
50.6
-3.5
B L
50.6
.2
C L
50.6
1.3
E R
50.7
5.3
F S
50.5
8.2
S L P
49.2
16.6
E C
47.9
23.8
C O
N
46.2
30.6
C O
N
44.5
37.8
C O
N
42.5
46.1
C O
N
40.6
53.6
C O
N
38.5
62.4
C O
N
36.6
69.8
C O
N
34.5
78.1
C O
N
32.8
85.1
C O
N
30.7
93.9
E C
29.4
99.8
F S
29.2
102.4
N G
28.6
112.0
N G
28.2
122.1
N G
28.2
132.8
N G
28.0
143.8
W L
28.0
155.4
170+00.00
.0
.0
F L
25.6
-256.4
N G
25.2
-252.5
N G
25.0
-246.1
N G
24.7
-238.9
T B
24.1
-231.4
S L P
23.7
-226.4
T O
D
23.2
-223.8
C L
23.2
-222.8
T O
D
23.4
-221.1
S L P
23.8
-218.7
S L P
24.9
-213.5
T B
25.9
-209.3
E R
26.0
-207.3
C L
26.0
-196.7
E R
25.7
-186.7
T B
25.5
-183.9
S L P
24.5
-179.0
T O
D
23.3
-173.5
C L
23.3
-172.4
T O
D
23.3
-171.4
S L P
23.9
-169.0
T B
24.4
-165.5
N G
24.4
-160.7
N G
24.8
-152.7
P S
25.3
-145.7
S L P
26.7
-136.2
S L P
27.9
-129.8
T O
E
28.0
-129.5
S L P
29.2
-124.1
S L P
30.8
-118.8
S L P
33.4
-111.7
T O
P
34.1
-109.8
E R
34.6
-106.6
C L
34.8
-101.1
E R
34.9
-95.6
N G
35.0
-92.0
T O
E
35.5
-86.2
S L P
36.1
-84.2
S L P
37.0
-78.5
S L P
38.3
-72.0
S L P
39.4
-65.6
S L P
40.6
-59.2
S L P
41.8
-52.2
S L P
43.0
-45.6
S L P
44.5
-38.1
S L P
45.6
-32.2
S L P
46.9
-25.6
S L P
48.1
-18.0
S L P
49.0
-11.2
P S
49.9
-6.1
E R
50.0
-3.8
B L
50.1
.1
C L
50.0
.7
E R
50.1
4.9
F S
50.0
7.8
S L P
49.7
11.7
S L P
48.8
17.9
E C
47.6
23.5
C O
N
46.5
28.7
C O
N
45.1
35.3
C O
N
43.5
42.4
C O
N
42.1
48.0
C O
N
40.0
56.3
C O
N
38.3
63.3
C O
N
36.7
69.9
C O
N
34.7
78.5
C O
N
32.6
86.9
C O
N
31.1
93.1
E C
29.7
99.2
F S
29.8
102.4
N G
29.2
108.7
N G
28.8
116.8
N G
28.6
125.2
N G
28.3
133.7
N G
28.2
141.4
N G
27.9
149.3
N G
27.8
157.2
N G
27.7
165.3
W L
27.8
174.9
171+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I
V D
(2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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D B
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C A
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P L
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D A
T E
M A
R K
D E
S C
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T
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
W O
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A N
S D
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T R
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W O
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-X
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A
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E N
A .N
H -8 -4
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B /L S
T A T
O B /L S
T A
S E
E P
A G
E C
O N
T R
O L
IT
E M M
-2 -L
U P
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P O
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P I
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CS-05
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C H C
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S S S
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N S
H -8 -4
C S -0
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B .J .L
F L
24.7
-256.3
N G
24.8
-248.6
N G
24.4
-239.2
T B
24.3
-233.0
S L P
23.8
-226.2
T O
D
23.5
-223.6
C L
23.5
-222.3
T O
D
23.4
-221.7
S L P
24.6
-215.8
T B
26.3
-208.1
E R
26.2
-206.4
C L
26.0
-196.2
E R
25.7
-186.8
T B
25.5
-184.4
S L P
24.1
-179.3
T O
D
23.3
-174.8
C L
23.3
-172.1
T O
D
23.3
-168.0
S L P
23.7
-163.5
T B
24.3
-158.4
P S
24.5
-153.3
S L P
25.4
-146.9
T O
E
25.6
-146.4
S L P
27.0
-139.5
S L P
29.4
-132.5
T O
P
30.2
-129.4
E R
30.8
-126.7
C L
31.0
-121.8
E R
31.1
-116.5
N G
31.0
-111.2
T O
E
31.4
-106.7
S L P
32.1
-103.6
S L P
33.5
-95.8
S L P
34.7
-89.1
S L P
36.4
-81.4
S L P
38.0
-72.4
S L P
39.6
-64.1
S L P
41.2
-55.1 S
L P
42.9
-47.2
S L P
44.2
-39.3
S L P
45.5
-31.5
S L P
46.8
-24.1
S L P
48.3
-16.0
S L P
49.5
-9.0
P S
50.1
-4.5
E R
50.2
-2.6
B L
50.2
.8
C L
50.2
1.8
E R
50.3
5.7
F S
50.3
9.1
S L P
49.2
16.0
E C
47.6
23.8
C O
N
46.5
29.2
C O
N
44.8
36.7
C O
N
43.1
43.6
C O
N
41.6
49.5
C O
N
40.0
55.9
C O
N
38.5
61.8
C O
N
36.8
68.6
C O
N
35.2
74.7
C O
N
33.7
80.9
C O
N
32.2
87.2
C O
N
30.7
93.6
E C
29.5
98.3
F S
29.4
101.3
N G
28.9
107.2
N G
28.4
114.2
N G
28.1
122.4
N G
28.0
129.0
N G
27.9
135.9
N G
27.8
143.0
W L
27.5
150.4
172+00.00
.0
.0
F L
24.8
-285.5
N G
24.6
-280.5
N G
24.2
-272.0
N G
24.6
-261.2
N G
24.6
-251.4
N G
24.5
-242.7
N G
24.9
-233.1
C O
N
25.1
-231.2
C O
N
25.3
-227.1
C O
N
25.8
-217.4
C O
N
26.5
-208.4
E R
26.9
-206.1
C L
26.4
-194.7
E R
25.8
-184.9
T B
25.9
-183.6
T B
25.8
-182.8
S L P
24.7
-177.6
T O
D 23.6
-171.7 C
L
23.4
-170.2
T O
D
23.8
-167.4 S
L P
23.9
-166.3
T B
24.1
-164.3
P S
24.4
-161.9
T O
E
24.6
-161.1
T B
24.8
-160.6
S L P
25.0
-159.2
S L P
26.3
-153.0
T O
P
27.3
-149.2
E R
27.6
-147.8
C L
27.7
-142.8
E R
27.8
-137.1
N G
27.5
-132.8
T O
E
28.0
-124.3
S L P
29.0
-118.9
S L P
30.7
-110.1
S L P
33.0
-99.2
S L P
35.0
-89.6
S L P
37.0
-79.8
S L P
38.6
-69.4
S L P
40.4
-59.3
S L P
42.6
-49.0
S L P
44.6
-38.9
S L P
46.3
-28.4
S L P
48.1
-18.3
S L P
49.5
-9.5
P S
50.5
-4.6
E R
50.7
-3.1
B L
50.7
1.3
C L
50.7
2.1
E R
50.7
6.5
F S
50.5
8.9
S L P
50.2
12.3
S L P
49.1
17.6
E C
47.7
24.0
C O
N
46.5
29.4
C O
N
44.6
36.9
C O
N
43.0
43.8
C O
N
41.4
49.8
C O
N
39.8
56.1
C O
N
37.9
63.3
C O
N
36.1
70.8
C O
N
34.2
78.6
C O
N
32.5
85.6
C O
N
30.8
92.5
E C
29.6
98.2
F S
29.2
101.4
N G
28.7
106.9
N G
28.3
114.2
N G
27.8
122.0
N G
27.6
129.5
N G
27.5
135.3
N G
27.1
143.0
N G
26.8
149.7
N G
26.5
156.0
N G
26.3
163.6
N G
25.9
171.9
W L
25.8
179.9
173+00.00
.0
.0
F L
25.0
-257.3
G R
25.2
-253.1
G R
25.4
-243.6
G R
25.5
-241.2
G R
25.5
-235.5
G R
25.8
-227.7
G R
25.9
-224.3
T O
P
25.9
-222.5
G R
26.0
-220.0
G R
26.3
-213.6
E A
R
26.5
-211.3
T B
26.7
-210.0
E A
R
26.8
-203.4
E R
26.8
-202.9
C L
26.5
-191.9
A S
P
26.0
-182.0
E R
26.0
-180.7
N G
26.2
-175.9
E R
26.3
-171.8
C L
26.4
-166.0
E R
26.4
-160.6
N G
26.1
-154.1
P S
26.7
-138.6
S L P
26.7
-137.4
T O
E
26.8
-135.7
T O
E
27.0
-133.6
S L P
27.3
-129.3
S L P
28.7
-122.5
S L P
30.0
-115.7
S L P
30.8
-112.2
S L P
31.3
-109.2
S L P
32.6
-102.8
S L P
34.1
-96.4
S L P
35.4
-89.8
S L P
36.8
-82.6
S L P
38.1
-75.1
S L P
39.0
-71.2
S L P
39.1
-68.9
S L P
40.8
-61.7
S L P
42.2
-53.8
S L P
43.6
-47.5
S L P
45.0
-40.2
S L P
46.0
-34.5
S L P
47.2
-28.4
S L P
48.4
-22.0
S L P
49.5
-15.2
S L P
50.6
-7.9
P S
51.4
-3.2
E R
51.5
-.6
B L
51.5
3.4
C L
51.4
4.2
E R
51.5
9.0
F S
51.2
11.0
S L P
50.0
16.0
T O
E
49.3
19.8
S L P
48.4
24.8
S L P
46.6
30.4
T O
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45.9
33.4
S L P
45.5
35.5
S L P
44.0
40.7
T O
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42.9
44.3
E O
R
42.5
45.7
S L P
41.8
46.7
E O
R
40.6
49.2
S L P
40.1
52.3
E O
R
39.1
54.9
S L P
38.5
57.8
E O
R
37.1
61.3
S L P
36.7
63.5
E O
R
35.8
67.8
T O
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35.5
69.5
S L P
34.8
74.7
S L P
34.0
81.1
T O
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33.7
83.2
S L P
33.3
86.6
R P
33.1
90.3
R P
33.0
93.0
R P
32.4
97.2
R P
31.8
102.0
E O
R
31.4
105.2
F S
30.7
113.5
N G
30.3
119.1
N G
29.8
125.9
N G
29.2
133.1
N G
28.3
140.6
N G
27.8
148.5
N G
27.5
155.1
N G
27.3
160.9
N G
27.0
168.0
N G
26.7
175.5
W L
26.6
180.8
174+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I
V D
(2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
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N N
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F
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N B
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D B
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D A
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M A
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D E
S C
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IP
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C O
N T
R A
C T N
O
IDENTIFICATION
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P R
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A .N
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B /L S
T A T
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CS-06
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C H C
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S S S
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H -8 -4
C S -0
.d g n
B .J .L
E C
25.7
-239.1
C O
N
26.0
-231.0
C O
N
26.4
-221.9
C O
N
26.4
-214.8
E C
26.5
-213.3
A S
P
26.5
-210.0
A S
P
26.8
-202.1
C L
26.6
-190.0
C L
26.0
-177.9
E R
25.9
-173.0
T B
25.6
-170.8
S L P
24.8
-168.4
S L P
24.7
-166.5
T O
D
24.4
-160.3
C L
24.3
-158.7
T O
D
24.3
-156.1
N G
24.5
-154.4
T B
24.7
-150.0
N G
24.7
-147.3
N G
24.9
-140.1
P S
25.0
-139.3
S L P
26.3
-129.6
S L P
27.7
-121.4
S L P
29.2
-113.0
S L P
31.1
-104.2
S L P
32.5
-97.0
S L P
33.7
-90.1
S L P
35.3
-82.2
S L P
36.7
-74.3
S L P
38.1
-65.2
S L P
39.7
-57.7
S L P
41.2
-50.3
S L P
42.3
-43.2
S L P
43.5
-35.9
S L P
45.0
-28.3 S
L P
46.3
-21.4
S L P
47.7
-13.3
S L P
48.7
-7.3
P S
49.8
-1.2
B L
49.9
.1
B L
50.1
.1
E R
50.1
1.4
C L
50.1
5.8
E R
50.1
9.9
F S
50.0
11.6
S L P
48.9
15.3
E C
47.8
19.0
C O
N
47.1
23.0
C O
N
45.4
29.9
C O
N
43.8
36.6
C O
N
42.5
42.0
C O
N
40.9
48.8
C O
N
39.1
55.3
C O
N
37.2
62.4
C O
N
35.7
68.3
C O
N
34.0
74.7
C O
N
32.6
80.4
E C
31.3
86.7
F S
31.1
88.6
N G
31.0
90.2
N G
30.4
97.4
N G
30.1
105.0
N G
29.6
113.2
N G
29.1
121.3
N G
28.7
131.2
N G
28.5
138.5
N G
28.2
147.0
N G
27.9
155.7
N G
27.7
162.4
N G
27.4
169.7
W L
27.0
176.4
174+46.00
.0
.0
F L
24.3
-251.7
N G
24.1
-246.7
N G
24.1
-237.3
T B
24.3
-229.9
S L P
23.8
-225.7
T O
D
23.1
-223.4
C L
22.9
-222.6
T O
D
23.1
-221.4
S L P
23.8
-219.7
S L P
24.6
-216.4
T B
26.7
-209.4
E R
26.8
-207.4
C L
26.8
-193.6
A S
P
26.4
-180.8
A S
P
26.4
-170.7
A S
P
26.6
-162.2
P S
26.7
-157.4
A S
P
26.8
-156.1
E R
26.7
-155.2
N G
26.6
-152.3
P S
26.4
-148.5
N G
26.6
-144.5
S L P
26.9
-136.4
T O
E 27.0
-134.9 S
L P
28.7
-126.6
S L P
29.8
-116.3
S L P
31.4
-108.5
S L P
33.0
-101.4
S L P
34.7
-91.7
S L P
36.3
-81.7
S L P
38.2
-72.4
S L P
40.0
-62.6
S L P
41.6
-53.0
S L P
43.3
-42.5
S L P
45.0
-32.1
S L P
46.9
-21.9
S L P
48.4
-12.1
P S
50.0
-4.0
E R
50.0
-2.4
B L
50.0
.0
C L
50.0
1.4
E R
50.0
5.9
F S
50.0
7.2
S L P
48.2
12.5
E C
47.5
15.8
C O
N
45.8
22.6
C O
N
44.4
29.3
C O
N
42.9
36.3
C O
N
41.1
43.6
C O
N
39.0
51.7
C O
N
37.3
58.8
C O
N
35.7
65.1
C O
N
33.9
72.0
C O
N
32.3
78.0
E C
31.3
82.3
F S
31.3
83.5
N G
30.7
91.0
N G
30.1
99.8
N G
29.7
108.2
N G
29.3
116.8
N G
29.2
124.7
N G
28.6
133.5
N G
28.5
141.2
N G
28.3
149.5
N G
27.7
158.7
W L
27.3
165.8
175+00.00
.0
.0
F L
24.0
-246.9
N G
24.1
-241.6
T B
24.0
-238.1
S L P
23.6
-234.7
T O
D
23.5
-233.3
C L
23.5
-230.8
T O
D
23.5
-227.2
S L P
25.5
-219.8
S L P
26.6
-214.2
T B
26.9
-210.0
E R
26.9
-206.5
C L
26.6
-196.2
E R
26.0
-185.0
N G
26.0
-179.8
N G
25.9
-172.3
N G
26.0
-163.3
P S
26.0
-153.9
S L P
27.8
-147.2
S L P
30.2
-139.4
T O
P
31.1
-135.4
E R
31.3
-129.5
C L
31.9
-119.4
E R
32.4
-109.7
N G
32.3
-105.6
T O
E
32.5
-101.4
S L P
33.8
-96.9
S L P
36.0
-88.3
S L P
37.4
-80.4
S L P
38.7
-71.0
S L P
40.1
-61.5
S L P
41.8
-51.6
S L P
43.2
-43.2
S L P
45.0
-33.5
S L P
46.7
-24.8
S L P
48.1
-17.2
S L P
49.4
-11.4
P S
50.3
-7.2
E R
50.4
-6.0
C L
50.3
-1.3
B L
50.3
-.6
E R
50.4
2.7
F S
50.3
3.9
S L P
48.9
9.7
E C
47.6
15.2
C O
N
45.9
22.3
C O
N
44.2
29.5
C O
N
42.4
37.3
C O
N
40.5
44.9
C O
N
38.8
52.1
C O
N
36.9
59.5
C O
N
35.2
66.4
C O
N
33.5
73.0
C O
N
31.7
80.3
E C
30.6
85.0
F S
30.6
86.7
N G
30.0
94.2
N G
29.5
102.4
N G
29.2
110.3
N G
28.8
119.7
N G
28.8
128.4
N G
28.6
136.4
N G
28.5
143.5
N G
28.2
151.2
W L
27.9
155.2
176+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I
V D
(2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
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A M
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N B
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T E
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D E
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C T N
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B .J .L
F L
24.1
-248.5
T B
24.0
-245.3
S L P
23.8
-242.8
T O
D
23.3
-240.5
C L
23.1
-236.8
T O
D
23.4
-234.0
S L P
23.9
-228.3
S L P
24.5
-223.1
S L P
25.6
-216.0
T B
26.5
-211.3
E R
26.6
-208.2
C L
26.8
-196.0
E R
26.4
-183.8
T O
P
26.2
-181.2
S L P
25.3
-173.2
N G
24.9
-168.0
T O
E
24.8
-167.8
C L
24.6
-162.4
N G
24.7
-161.9
N G
24.9
-155.1
P S
25.5
-147.5
S L P
26.5
-143.2
S L P
28.0
-135.8
S L P
29.2
-128.7
S L P
30.9
-122.3
S L P
33.3
-116.3
S L P
34.8
-110.7
S L P
36.5
-105.2
T O
P
37.2
-102.6
E R
37.4
-97.5
C L
37.8
-88.7
E R
38.0
-79.1
N G
37.9
-73.4
T O
E
38.1
-71.5
S L P
38.8
-68.7
S L P
40.0
-62.7
S L P
41.3
-55.5
S L P
42.9
-46.9
S L P
44.2
-39.4
S L P
45.7
-32.2
S L P
47.0
-24.8 S
L P
48.3
-18.2
S L P
49.4
-12.8
P S
50.4
-8.5 E
R
50.5
-7.1
C L
50.5
-2.7
B L
50.5
-.7
E R
50.5
2.3
F S
50.2
4.7
S L P
48.8
9.7
E C
47.6
14.5
C O
N
47.3
16.2
C O
N
46.1
21.2
C O
N
44.2
29.9
C O
N
42.4
37.1
C O
N
40.4
45.5
C O
N
38.3
53.7
C O
N
36.6
60.8
C O
N
34.6
68.4
C O
N
32.8
75.4
C O
N
31.1
82.5
E C
29.9
87.9
F S
29.7
89.9
N G
29.2
96.0
N G
28.5
103.9
N G
27.9
112.8
N G
27.6
121.5
N G
27.2
129.7
N G
27.2
137.2
N G
26.8
144.7
W L
26.7
153.0
177+00.00
.0
.0
F L
23.9
-250.2
T B
23.8
-245.5
S L P
23.6
-242.8
T O
D
23.4
-241.7
C L
23.0
-238.7
T O
D
23.1
-236.8
S L P
23.7
-232.8
S L P
24.7
-225.5
S L P
26.0
-217.8
T B
26.9
-211.1
E R
27.1
-208.3
C L
27.5
-196.4
E R
27.1
-183.4
T O
P
27.0
-181.1
S L P
26.3
-175.9
S L P
25.8
-172.3
T O
E
25.4
-168.7
N G
25.0
-164.1
N G
24.7
-157.4
C L
24.7
-156.9
P S
24.8
-148.4
S L P
25.7
-142.8
S L P
27.0
-134.6
S L P
28.4
-127.5
S L P
29.9
-120.9
S L P
31.4
-114.3
S L P
33.0
-107.6
S L P
35.0
-101.0
S L P
37.2
-94.0
S L P
39.0
-88.2
S L P
41.8
-81.3
S L P
43.0
-77.6
T O
P
43.1
-77.1
E R
43.2
-72.4
C L
43.3
-63.4
E R
43.5
-52.6
N G
43.3
-51.0
T O
E
43.5
-46.0
S L P
43.5
-45.6
S L P
45.3
-38.4
S L P
46.7
-30.7
S L P
48.5
-22.9
S L P
49.6
-16.7
S L P
50.5
-11.3
P S
50.7
-8.9
E R
50.9
-6.3
C L
50.8
-2.5
B L
50.8
.0
E R
50.9
2.9
F S
50.7
4.4
S L P
49.3
8.8
E C
47.8
14.7
C O
N
46.7
19.7
C O
N
45.2
26.2
C O
N
43.9
31.7
C O
N
42.6
36.9
C O
N
40.3
46.0
C O
N
38.8
52.2
C O
N
37.3
57.9
C O
N
35.9
63.9
C O
N
34.3
70.3
C O
N
32.5
77.4
C O
N
30.7
84.2
E C
29.8
87.9
F S
29.4
92.4
N G
29.1
94.6
N G
28.3
102.2
N G
27.9
110.4
N G
27.7
119.1
N G
27.6
126.4
N G
27.7
135.2
N G
27.7
144.4
W L
28.0
150.8
178+00.00
.0
.0
T B
23.6
-252.9
F L
23.5
-252.0 C
L
23.2
-249.8
S L P
23.3
-247.8 T
O D
22.9
-247.2
T O
D
23.2
-244.5
S L P
23.7
-243.8
S L P
24.1
-239.9
S L P
25.1
-233.0
S L P
26.4
-223.9
S L P
27.6
-215.8
T B
28.4
-210.7
E R
28.6
-208.1
C L
29.0
-195.8
E R
28.7
-183.5
T O
P
28.6
-182.2
S L P
27.9
-176.7
S L P
27.3
-174.8
S L P
26.5
-167.5
T O
E
25.4
-157.1
N G
25.2
-152.7
C L
25.2
-149.9
N G
25.1
-146.3
P S
25.9
-138.6
S L P
26.4
-135.7
S L P
27.5
-129.7
S L P
29.6
-120.6
S L P
32.0
-110.0
S L P
34.4
-100.1
S L P
36.1
-90.7
S L P
38.4
-82.2
S L P
40.9
-73.7
S L P
43.1
-65.8
S L P
45.4
-59.2
S L P
47.6
-53.5
T O
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48.3
-51.3
E R
48.4
-47.1
C L
48.7
-37.3
E R
49.0
-27.2
G R
49.2
-24.0
G R
49.8
-16.1
G R
50.4
-9.0
P S
50.5
-8.6
C L
50.7
-3.9
B L
50.9
-.1
E R
51.0
.8
F S
50.8
3.9
S L P
49.7
10.0
E C
48.4
15.4
C O
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47.3
19.9
C O
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45.4
28.1
C O
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43.1
37.3
C O
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40.8
46.4
C O
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38.4
55.1
C O
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35.7
65.3
C O
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33.5
73.9
C O
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31.6
82.0
E C
29.6
89.8
S L P
29.3
97.4
F S
28.3
104.6
N G
28.0
109.7
N G
27.9
118.4
N G
27.9
127.7
N G
28.0
137.9
N G
27.6
148.1
N G
27.2
155.3
W L
26.9
163.7
179+00.00
.0
.0
LANDSIDE FLOODSIDE
E L
E V
A T I
V D
(2
NEW ORLEANS DISTRICT
S O
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IC
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A T
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F L
24.0
-253.8
S L P
24.6
-247.0
S L P
26.3
-237.0
S L P
27.8
-226.7
S L P
29.4
-216.7
T B
30.5
-209.6
E R
30.6
-208.0
C L
31.0
-195.6
E R
30.8
-183.5
T O
P
30.6
-181.7
S L P
29.3
-174.2
S L P
28.1
-165.2
S L P
26.7
-157.1
T O
E
26.4
-154.8
C L
25.8
-142.8
P S
25.8
-141.1
S L P
27.0
-131.7
S L P
29.2
-1…
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