DwgSet07.pdf

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxGxGxGxGxGxGGxGxGxGxGxESxESxESxEESxESxEESxSDxExExExSDxSDxSDxSDxSDxSDxSDxSDxSDxSSSDxSDWxWxWxWxWxWxWxSDxSDxSDx

W

E

TEP

TEP

TEP

TEP

D

D

GxGxEESxESxESxSFSFSFSFSFSF

PROFILE

PLAN

C-103

ORLEANS PARISH,LA.

STAGING AREA

2006+00 2005+00 2003+002004+00 2002+00 2001+00

-28

-28

2000+00

TOP T-WALL

EL. 18.5

STREET LIGHT ELECTRIC

E-30, STA. 2003+92.90

INV. 11.0

STREET LIGHT ELECTRIC

E-2, STA. 2003+21.46

INV. 11.8

BOTTOM OF

T-WALL

EL. 11.0

BOTTOM OF GATE

SILL EL. 10.00

TOP OF T-WALL

FOOTING EL. 14.0

SILL EL 14.0

PZ-22 SHEET PILE

BOTTOM TIP

EL. -25.0

EXISTING

GROUND

EXISTING

GROUND

STA 2000+00 TO 2006+00

STA 2000+00 TO 2006+00

NOTES:

1. REFER TO SHEET C-601 FOR WALL

LINE TABULATION.

2. REFER TO SHEETS C-105 & C-106 FOR

UTILITY INFORMATION .

3. REFER TO SHEETS G-102 & G-103 FOR

COE PROJECT BASELINE TABULATIONS.

4. ALL STATION CALLOUTS ARE BASED ON

WALL LINE LOCATED ALONG THE FLOOD

SIDE FACE OF THE WALL STEM.

5. PZ 22 SHEET PILE SHALL BE INSTALLED

5’ ON THE FLOOD SIDE OF EXISTING

SHEET PILE AND SHALL EXTEND TO

EL. -25.0. SEE SHEET C-301.

6. EXISTING I-WALL AT ELEVATION 19.5

SHALL BE MODIFIED INTO AN L-WALL

AT ELEVATION 19.5.

7. REFER TO SHEETS C-107 & C-108 FOR

NEW ROADWAY, SIDEWALK & CURB

GEOMETRICS.

WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxGxGxGxGxGxGxGxGxGxGxGxGxESxESxESxESxESxESxEESxESxESxESxESxSDxSDxSExExExExSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxW

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C-104

PLAN

ORLEANS PARISH,LA.

60’SCALE:1"= 30’0 30’

EXISTING

LEVEE TOE

REMOVE CONCRETE

CURB AND GUTTER

AND SIDEWALK

REMOVE CONCRETE

MEDIAN

SAWCUT AND

MATCH EXISTING

PAVEMENT

REMOVE

EXISTING

SHEET PILE

SAWCUT AND

MATCH EXISTING

PAVEMENT

B/L STA. 146+02.51, 40.59’ RT.

N=558948.6367

E=3678857.3096

EXIST.

COE BASELINE

B/L STA. 145+35.84,

04.67’ RT.

N=558880.8825

E=3678891.1413

REMOVE CONCRETE

CURB AND GUTTER

AND SIDEWALK

B/L STA. 146+22.84,

04.67’ RT.

N=558930.9759

E=3678820.0103

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO STORE EXISTING LIGHT

STANDARDS AND FIXTURES THAT ARE TEMPORARILY REMOVED IN A

MANNER TO ASSURE THEIR REUSE.

2. THE CONTRACTOR SHALL MAINTAIN THE CIRCUIT THAT FEEDS THE

EXISTING STREET LIGHTS NOT INSIDE LIMITS OF CONSTRUCTION,

OPERATING DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL VERIFY BOLT PATTERN AND DIMENSIONS OF

EXISTING LIGHT STANDARDS PRIOR TO REMOVAL.

4. THE CONTRACTOR SHALL VERIFY THE EXISTING CIRCUIT DESIGNATIONS

AND PLACE OF ORIGIN FOR EACH LIGHT STANDARD PRIOR TO ANY

WORK BEING DONE.

5. THE CONTRACTOR SHALL PROVIDE A HAND-HOLE FOR TEMPORARY

DISCONNECTION OF EXISTING CIRCUIT TO LIGHT STANDARD. MAINTAIN

EXISTING CIRCUIT TO ADJACENT UNDISTURBED LIGHT STANDARDS.

COORDINATE WITH SHEET C-106 FOR NEW INSTALLATION OF CONDUIT

AND CONDUCTORS TO RELOCATED LIGHT STANDARD.

6. ALL STATION CALLOUTS ON THIS SHEET REFER TO THE COE BASELINE.

TO BE DEMOLISHED

LEGEND:

B/L STA. 145+37.88,

01.45’ RT.

N=558879.4271

E=3678887.6247

REMOVE / REGRADE

PORTION OF EXISTING

LEVEE

A

ADETAIL

SCALE: N.T.S.

EXISTING

LEVEE TOE EXISTING TOE

EXISTING

SHEET PILE

(TO BE

REMOVED)

B/L STA. 147+22.74

39.59’ RT.

N=558998.071

E=3678773.167

EL. 11.235

B/L STA. 147+23.05

32.15’ RT.

N=558984.583

E=3678791.587

EL.12.79

B/L STA. 147+60.52

28.02’ RT.

N=558959.637

E=3678819.846

EL. 13.60

B/L STA. 147+76.08

9.77’ RT.

N=558935.757

E=3678822.061

EL. 13.83

B/L STA. 147+59.13

9.81’ LT.

N=558929.506

E=3678796.932

EL. 14.0

B/L STA. 147+22.23

4.53’ LT.

N=558955.066

E=3678769.803

EL. 14.0

B/L STA. 147+76.48

0.70’ LT.

N=558926.963

E=3678816.362

EL. 13.90

B/L STA. 147+70.76,

119.40’ LT.

N=558842.1078

E=3678679.0066

B/L STA. 147+32.31,

172.12’ LT.

N=558789.0575

E=3678716.9965

100’0 50’

SCALE:1"=50’

E-12

SD-71

SD-71C

EP-153

EP-154

EP-5

E-61

E-65

E-154

E-121

E-165M

SD-7

SD-8

SD-7C

SD-81C

SD-170

SD-171

SD-172

SD-165M

SD-169M

SD-170C

SD-172C

EP-9

EP-7

EP-61

SD-8C

E-15

LEGEND

EXISTING PERMANENT LEVEE EASEMENT

C-105

T 12 S

R 11 E

PLAN

E-165T

BEGINNING

LIMITS OF WORK

STA. 193+53.67

ENDING

LIMITS OF WORK

STA. 200+66.48

EXISTING PERMANENT

LEVEE EASEMENT

LAKESHORE DRIVE

ORLEANS PARISH, LA.

USACE

BASELINE

LEVEE

LIMITS OF CONSTRUCTION

EXISTING

PERMANENT

LEVEE

EASEMENT

SCOUR

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SCOUR

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SD-171C

EXISTING

LEVEE TOE

EXISTING

LEVEE CROWN

SHEET PILE

PZ22

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E-101J

SD-55C

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SD-55

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E-1J

W-54

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W-100

EP-40

EP-201

EP-1

EP-2

SD-550C

W-53

SD-1

W-52

G-3

SD-80

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100’0 50’

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PLAN

LEGEND

EXISTING PERMANENT LEVEE EASEMENT

C-106

EXISTING

PERMANENT LEVEE

EASEMENT

USACE

BASELINE

BEGINNING

LIMITS OF WORK

STA 144+19

ENDING

LIMITS OF WORK

STA 147+66

LEVEE

LIMITS OF CONSTRUCTION

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10+00

NOTES:

1. REFER TO SHEET C-105 FOR

WALL LINE TABULATION.

2. REFER TO REFERENCE

DRAWINGS CS101 THRU

CS602 FOR UTILITY INFORMATION

& EASEMENT LOCATIONS.

3. REFER TO SHEETS G-102 & G-103

FOR COE PROJECT BASELINE

TABULATIONS.

4. ALL STATION CALLOUTS ARE

BASED ON WALL LINE

LOCATED ALONG THE FLOOD

SIDE FACE OF THE WALL STEM.

5. REFER TO CS-602 FOR UTILITIES

THAT MUST BE RELOCATED.

C-107

11+00 12+00 13+00 14+00

STA 10+00 TO 14+00

40’0 20’

SCALE:1"=20’

40’0 20’

HORIZ. SCALE:1"=20’

STA 10+00 TO 14+00

LAKESHORE DRIVE AT RAIL STREET PROFILE

LAKESHORE DRIVE AT RAIL STREET PLAN

EXIST. GRADE

LIMITS OF CONSTRUCTION

C/L LAKESHORE DRIVE

BASELINE

CROSS

SLOPE

= 0%

85’ CROSS SLOPE

TRANSITION

LIMITS OF CONSTRUCTION

MATCH EXISTING

2.5% CROSS SLOPE

MATCH EXISTING

2.5% CROSS SLOPE

COE BASELINE

W/L

END CURB

LAKESHORE DRIVE B/L

STA. 11+52.66, 26.50’ RT.

END CURB

LAKESHORE DRIVE B/L

STA. 11+50.12, 33.66’ LT.

END PAVEMENT

LAKESHORE DRIVE B/L

STA. 11+50.13, 45.13’ LT.

B/L AZ = 138%%d13’46"

MATCH EXIST

SIDEWALK

LAKESHORE DRIVE B/L

STA. 10+62.72, 37.50’ RT.

MATCH EXIST CURB

LAKESHORE DRIVE B/L

STA. 12+88.53, 37.50’ RT.

MATCH EXIST CURB

LAKESHORE DRIVE B/L

STA. 12+86.83, 26.63’ LT.

BEGIN CURB

LAKESHORE DRIVE B/L

STA. 12+02.39, 26.50’ RT.

NOTES:

BOTTOM OF

SILL FOOTING

EL. 11.13

8’0 4’

VERT. SCALE:1"=4’

85’ CROSS SLOPE

TRANSITION

1. SEE SHEET C-601 FOR BASELINE AND WALL LINE TABULATION DATA.

2. SEE SHEET C-113 FOR HANDICAP RAMP LOCATIONS.

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US Army Corps of Engineers

Hurricane Protection

Office

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