Plans_1.pdf

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A R -2 of Engineers US Army Corps

New Orleans District

EAST BATON ROUGE PARISH, LOUISIANA

PONTCHARTRAIN LEVEE DISTRICT

MISSISSIPPI RIVER LEVEES AND TRIBUTARIES (MR&T),

B/L STA. 160+00 TO B/L STA. 181+00

ITEM M-225-L

SEEPAGE CONTROL

UPPER PONTCHARTRAIN

MARCH 2019

ED 18-070

CONTRACT NO.: W912P8-18-X-00XX

SOLICITATION NO.: W912P8-18-R-XXXX

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LOCATION

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EXISTING B/L

EAST BATON ROUGE PARISH, LA.

BATON ROUGE

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WEST BATON ROUGE PARISH, LA.

LA. 327 (S. RIVER ROAD)

B/L STA. 160+00

LIM

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SCALE: 1'' = 2,000'

4,000'2,000' 6,000' 8,000'02,000'

40 0 40 80 120 160 200

SCALE OF MILES

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EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

LINE (TELEPHONE)

EXISTING COMMUN.

POWER POLE

INDEX OF DRAWINGSNO.

G-01

G-02

G-03

G-04

LOCATION AND VICINITY MAPS

C-06

M-02

CS-01 - CS-08

SOIL BORING LOGS

SOIL BORING LEGEND

COVER SHEET

PUMP EQUIPMENT, LAYOUT AND ELEVATIONS

H-01 STAGE HYDROGRAPH

S-01

S-02

INDEX, LEGEND, GENERAL NOTES AND TABULATION OF BENCHMARKS

TABULATIONS

C-05

C-01

C-02

C-03

C-04

PLAN VIEW, B/L STA. 160+00 TO B/L STA. 181+00

RELIEF WELL DETAILS

RELIEF WELL CAP AND CONCRETE APRON DETAILS

E-01

E-02

E-03

B-02

B-01

PLAN VIEW, STAGING AREA

ELECTRICAL SITE PLAN VIEW

ELECTRICAL ONE-LINE DIAGRAM

ELECTRICAL PANEL SUPPORTS STRUCTURAL DETAILS

ELECTRICAL PANEL FENCING ENCLOSURE DETAILS

PUMP PAD AND DISCHARGE CROSSING DETAILS

C-07

C-08

TEMPORARY RAMP

CSP DETAILS

ELECTRICAL RISER DETAILS

R-01

R-02

PRECAST OPEN TOP CATCH BASIN - FOR INFORMATION PURPOSES ONLY

PRECAST CATCH BASINS AND MANHOLES - FOR INFORMATION PURPOSES ONLY

PUMP PAD AND DISCHARGE CROSSING DETAILSC-06a

M-01 PUMP EQUIPMENT, SITE PLAN

RELIEF WELL & DITCH CROSS SECTIONS

TYPICAL RELIEF WELL SECTION 1

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

DETAIL/SECTION

SCALE:

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

* UNLESS OTHERWISE NOTED ON EACH SHEET

MAX

MIN

SST

TYP

EXISTING

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

APPROX

B/L

DIA

EJ

FT

HT

MISC

NF

OC

NO

OS

SPEC

T&B

UNO

UGND

S/P

LANDWARDL/W

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

V

H HORIZONTAL

DIST DISTANCE

P.I. POINT OF INFLECTION

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L

R/W RIGHT OF WAY

WJLD WEST JEFF. LEVEE DISTRICT

DOTD DEPT. OF TRANS. & DEVELOP.

OFFSET

ON CENTER

GENERAL NOTES:

TABULATION OF BENCHMARKS

CENTER LINEC/L

R RAMP

CB

P.I. POINT

CATCHBASIN

FILL

BORING LOCATION

UNDISTURB

C/L

(B/L)

PROJECT BASELINE

TEST

CONE PENETROMETER

BENCH MARK

CONSTRUCTION (LOC)

LIMIT OF

CSP CONCRETE SLOPE PAVEMENT

LPIWD LEVEE P.I. WIDENING DETAIL

CSP CONCRETE SLOPE PAVEMENT

EC EDGE CONCRETE

EL. & ELEV.

VEG.

C/E

FST

CONSTRUCTION EASEMENT

VEGETATION

FLOOD SIDE TOE

(2009.55)

EPOCH: NAVD 88

EL. 59.09 FT

(2009.55)

EPOCH: NAVD 88

EL. 23.34 FT

Y = 808,056.06

X = 3,259,037.77

PERPETUAL DITCH EASEMENTPDE

INV. INVERT

Y = 639,328.82

X = 3,354,582.53

LONG: 91° 05' 59.057" W

LAT: 30° 15' 28.151" N

THE MAIN LEVEE AND A SPUR LEVEE LEADING TO THE RIVER.

THE CENTERLINE OF THE LEVEE, AND 72.1 FEET WEST OF THE INTERSECTION OF

121 FEET NORTH OF THE CENTERLINE OF FERRY ROAD, 2.5 FEET NORTH OF

THE MONUMENT IS A SURVEY DISK IN CONCRETE, FOUND IN FAIR CONDITION,

ON THE LEVEE TO THE STATION ON THE RIVERSIDE CROWN OF THE LEVEE.

HWY 981 AND GO UP THE RAMP ON THE LEFT. TRAVEL 0.3 MILES SOUTHWEST

HWY 420 AND FERRY ROAD, TRAVEL EAST ON FERRY ROAD FOR 2.5 MILES TO

WEST OF MORGANZA, LA. TO REACH THE STATION FROM THE INTERSECTION OF

NEW ROADS, LA, 2.3 MILES SOUTHWEST OF ST. FRANCISVILLE, LA, AND 11.5 MILES

THE STATION IS LOCATED IN POINTE COUPEE PARISH, 3.8 MILES NORTHEAST OF

MONUMENT LOCATION:

RELIEF WELL

EXISTING

EASEMENT

DRAINAGE

CONCRETE NOTES:

D.I. DESIGN INVERT

UNITED STATES ARMY CORPS OF ENGINEERS

LIMIT OF CONSTRUCTION

U.S.A.C.E.

L.O.C.

99/999

99/999

99/999

GENERAL CROSS-REFERENCING SYMBOLS

TOP FRONT SIDE

ELEVATION SECTION

ABBREVIATIONS

GENERAL LEGEND

A

A

A

A

PRIMARY

BENCHMARKS ELEVATION DESCRIPTION

DR-4-2018

LONG: 91° 12' 31.529" W

LAT: 30° 23' 31.082" N

MONUMENT LOCATION:

SURFACE AND STAMPED DR-4 2018.

SOUTHWEST OF A YELLOW PAINTED T-POST. BM IS SET FLUSH WITH THE GROUND

THE PROTECTED SIDE OF THE LEVEE, 100.0 FEET SOUTHWEST OF A POWER POLE, 2 FEET

327, 33.5 FEET EAST/NORTHEAST FROM A WATER METER, 12.0 FEET EAST/SOUTHEAST OF

A ACCESS COVER. LOCATED 36.5 FEET WEST/ NORTHWEST OF THE CENTERLINE OF HWY

TO REFUSAL (A DEPTH OF 36 FEET) IN A 6 INCH PVC PIPE WITH AN ALUMINUM FLANGE WITH

RIGHT. THE STATION IS A USACE NEW ORLEANS DISTRICT STAINLESS STEEL ROD DRIVEN

(RIVER ROAD) AND PROCEED SOUTHWESTERLY FOR 0.25 MILES TO THE STATION ON THE

PROCEED WEST ON BRIGHTSIDE DRIVE FOR 2.1 MILES, THEN TURN LEFT ON HWY 327

(NICHOLSON DRIVE) AND BRIGHTSIDE DRIVE IN BATON ROUGE, LA. JUST SOUTH OF LSU,

OF PLAQUEMINE, LA. TO REACH THE STATION FROM THE INTERSECTION OF HWY 30

LA., 6.19 MILES SOUTHWEST OF BATON ROUGE, LA., AND 7.23 MILES NORTH/NORTHEAST

THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, 2.69 MILES EAST OF BRUSLY,

DATE: AUG. 30, 2018

MONUMENT LOCATION:

RECESSED 0.2 FEET AND STAMPED EXXON 2 1993.

WITH A ORANGE CARSONITE WITNESS POST LOCATED AGAINST IT. BM IS

OF THE CENTERLINE OF SCENIC HWY, AND 2.8 FEET EAST OF A CHAIN LINK FENCE

NORTH OF THE NORTH GATE POST ALONG A CHAIN LINK FENCE, 34.5 FEET WEST

FENCE. THE STATION IS A NATIONAL GEODETIC SURVEY BRASS DISK, 73.0 FEET

0.35 MILES TO THE STATION ON THE RIGHT BETWEEN THE HWY AND A CHAIN LINK

FOR 0.4 MILES, THEN TURN LEFT ON SCENIC HWY AND PROCEED SOUTH FOR

AND EVANGELINE ST. IN BATON ROUGE, LA., PROCEED WEST ON EVANGELINE ST.

DENHAM SPRINGS, LA. TO REACH THE STATION FROM THE INTERSECTION OF I-110

OF PORT ALLEN, LA., 6.95 MILES SOUTH OF BAKER, LA., AND 12.71 MILES WEST OF

THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, 3.58 MILES NORTHEAST

DATE: AUG. 30, 2018

EXXON 2 1993

Y = 722,912.32

X = 3,332,490.22

LONG: 91° 10' 09.605" W

LAT: 30° 29' 15.884" N

2 1955

ST. GABRIEL

(2009.55)

EPOCH: NAVD 88

EL. 19.42 FT

DATE: AUG. 29, 2018

BE CONTRACTOR VERIFIED.

GENERATED SURFACES AND ARE FOR INFORMATIONAL PURPOSES ONLY AND SHALL

14. EXISTING GROUND LINES SHOWN ARE CROSS SECTION DERIVED FROM COMPUTER

AS LT. (LEFT) OR RT. (RIGHT), UNLESS OTHERWISE NOTED.

13. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE B/L LISTED

THE PROJECT BASELINE.

3 1/2" BRASS DISKS. THESE DISKS HAVE BEEN PREVIOUSLY SET TO ESTABLISH

12. ALL BRASS DISKS FOUND IN THE FIELD AND MARKED "COE" ARE 1" PIPES AND

CONDITIONS WHICH WILL AFFECT THE PERFORMANCE OF THE WORK.

ADDITIONAL SURVEYS AND INVESTIGATIONS AS NECESSARY TO DETERMINE

THE BORING LOCATIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY MAKE

AND CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN

11. THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER

UNLESS OTHERWISE NOTED.

10. EXISTING DITCH SECTIONS ARE TAKEN PERPENDICULAR TO THE BASELINE,

TO THE BASELINE.

9. PROPOSED DITCH CENTERLINE (C/L) OFFSETS ARE MEASURED PERPENDICULAR

RELATIVE TO THE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

8. CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM HIMSELF

LEVELING (2009.55), UNLESS OTHERWISE STATED.

7. ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD 88 ADJUSTED

ALL DIMENSIONS AND ELEVATIONS MARKED N.T.S. ARE "NOT TO SCALE".

6. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED.

READING. THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

5. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (+/-) ARE APPROXIMATE

4. AERIAL PHOTOGRAPHY FLOWN IN MAY 2016.

STATE PLANE, LA SOUTH, ZONE 1702, US FEET.

3. X-Y COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM: NAD 83,

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS OTHERWISE NOTED.

ARE AVAILABLE FROM THE NEW ORLEANS DISTRICT SURVEY SECTION (504) 862-1589.

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS

"D" FINISH, UNLESS OTHERWISE NOTED.

CLASS "A" FINISH AND SURFACES COVERED BY BACKFILL SHALL BE CLASS

8. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE

BY THE CONTRACTING OFFICER.

AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED

7. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS

NOTED.

6. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE

OF THE CONCRETE REINFORCING STEEL INSTITUTE.

5. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM

MANUAL - 1994.

BE IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING

4. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL

BY THE CONTRACTING OFFICER.

THESE ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED

LEAST LIKELY TO IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE.

WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS

3. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS.

2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

3000 PSI AT 28 DAYS.

1. CONCRETE PAVEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF

PIPELINE

BR-01

97-41M

EXIST & EX.

NEW ORLEANS DISTRICT

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T A T

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X - ALL AZIMUTHS ARE PERPENDICULAR TO THE BASELINE UNLESS STATED OTHERWISE.

3,320,103.17

3,319,524.86

3,319,372.15

3,319,209.39

3,319,094.14

3,318,811.22

3,318,881.26

3,318,741.80

3,318,261.97

3,317,578.13

3,319,862.15 688,246.85

687,110.86

686,667.423,318,521.30

3,318,986.31

3,320,056.67

3,319,565.14

3,319,276.53

3,319,140.21

3,318,827.52

3,320,021.74

3,319,524.86

3,319,372.15

3,319,209.39

3,319,094.14

3,318,811.22

3,319,075.78

3,319,138.60

3,319,126.22

3,319,063.40

C-01

G-01

C-02

C-03

PT-01

SG-01

OVH-01

W-01

F-01

OVH-02

PP-01

PP-02

3,319,756.41

3,319,803.50

3,319,794.38

3,319,747.29

(2)(B)

*(1)(B)

(2)(B)

DISPOSITION LEGEND

(3)

(2)

(B)

(A)

(1)TO BE REMOVED & REPLACED

DO NOT DISTURB, NO ACCESS

DO NOT DISTURB

TO BE RELOCATED

TO BE DE-ENERGIZED

BY OWNER

CONCURRENT WITH

BY CONTRACTOR

BY OTHERS

PRIOR TO CONSTRUCTION

CONSTRUCTION

** * TO BE ARMORED WITH CONCRETE

PIPELINE PROTECTION REQUIRED

X - COORDINATE Y - COORDINATE

3,319,996.49

3,319,927.80

3,319,854.53 687,757.1

TABULATIONS OF RELIEF WELLS

BR-01

687,662.07

3,319,648.97 687,445.24

BR-04

BR-06

BR-09 687,144.10

687,498.47

BR-02

BR-03

BR-05

BR-07

BR-08

BR-10

BR-11

BR-12

3,319,697.31

X - COORDINATE Y - COORDINATE

PP-02

ITEMS

PP-01

ITEMS

TABULATIONS OF PUMP LOCATIONS

X - COORDINATEB/L STA. Y - COORDINATE

EXISTING BASELINE TABULATIONS

155+00.00

174+46.00

190+38.35

688,551.23

3,319,098.11 687,010.21

3,317,945.80 685,911.34

X - COORDINATEB/L STA. Y - COORDINATE

STAGING AREA

3,318,576.45 686,155.48

3,318,162.69 685,752.97

3,318,124.73 685,792.68

686,191.083,318,542.514

3,320,286.24

X - COORDINATE Y - COORDINATE

EXISTING ROW TABULATIONS

ITEMS

3,320,021.74 687,954.79

687,306.65

688,061.01

4 687,109.31

5 686,909.16

6 686,790.08

7 686,512.99

8 686,442.94

9 686,048.62

10 685,591.04

11 684,892.33

X - COORDINATE Y - COORDINATEITEMS

FLOOD SIDE LIMIT OF CONSTRUCTION

687,941.23

687,852.13

3,319,781.26

3,319,384.44

BR-13

BR-14

3,318,920.68 686,659.99

3,318,857.89

BR-15 686,420.14

3,319,648.81

687,354.28

687,553.18

3,319,537.64

3,318,638.01

686,604.26

B/L STA.

(LAND SIDE)

B/L OFFSET

AZIMUTH NOTES

CENTERLINE TABULATIONS OF LEVEE DITCH

168.50'

168.00'

23.00'

22.70'

WELL BR -04

WELL BR -07

169.90'

170.00'

22.15'

22.25'

170.00'

22.65'

WELL BR -05168.00'

170.00'

23.00'

(EL.)

DITCH INVERT AT C/L

WELL BR -01

22.90' -

22.65'

169.00'

169.00'

168.90'

168.75'

168.70'

168.50' 22.50'

22.54'

168.25'

168.20'

168.70'

169.40'

169.50'

170.00'

170.00'

170.00'

171.00'

22.50'

22.20'

22.00'

22.00'

22.10'

22.00'168.00'

22.15'

22.25'

22.35'

22.35'

22.40'

22.45'

22.50'

22.55'

23.60'

X

X

X

X

X

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X

X

X

X

X

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X

X

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X

X

X

X

X

X

X

X

X

168.40'

162.50' X 24.50'

24.60'X161.00'

24.90'X157.40'

25.00'X155.00'

25.30'X150.00'

2 PUMP LOCATION

PUMP PAD

WELL BR - 08

WELL BR - 13

WELL BR - 14

X 23.30'

23.75'

170.00'

163.00'

X139.40'

X -145.00'

26.10'

25.70'

162+72.50

161+30.00

161+60.00

162+00.00

WELL BR -02

163+00.00

163+92.50

WELL BR -03

164+00.00

165+00.00

165+12.50

166+00.00

166+15.00

4 PUMPS LOCATION

PUMP PAD

166+50.00

167+00.00

167+65.00

WELL BR -06

168+00.00 169.90'

169+00.00

169+05.00

170+00.00

170+35.00

171+00.00

171+65.00

WELL BR - 09

172+00.00

172+60.00

WELL BR - 10

173+00.00

173+50.00 EX. CULVERT, C-02

176+30.00

174+46.00

176+45.00 165.00' X 24.50'

176+75.00

177+00.00

177+70.00

178+00.00

179+00.00

180+00.00

181+00.00

WELL BR - 1525.90'X142.30'180+50.00

174+46.00 145.00' 24.75' WELL BR - 11

3,319,335.93 687,061.54

EX. CULVERT, C-02

686,922.083,319,187.08

134° 34' 40.11"

130° 44' 39.34"

686,741.15

3,319,047.26 686,775.18

WELL BR - 12

EX. CULVERT, C-03

3,319,038.26

3,319,728.59 687,573.25

X - COORDINATE Y - COORDINATEITEMS

687,948.99

687,307.53

686,940.41

686,792.86

686,496.87

687,954.79

687,306.65

687,109.31

686,909.16

686,790.08

686,512.99

1A

1B

1C

1D

4A

4B

4C

4D

686,731.87

686,711.27

686,699.55

686,720.15

OWNER B/L STATIONDESCRIPTIONITEM DISPOSITION

TABULATIONS OF FACILITIES

EXISTING CULVERT 166+60(+/-)

173+38(+/-)

173+69(+/-)

EXISTING CULVERT

EXISTING CULVERT 176+30(+/-)

BOARDWALK 3 - EXISTING 8" GASLINES

4 - EXISTING SIGNS

3 - EXISTING OVERHEAD POWERLINES

174+60(+/-)

3 - EXISTING GUARD POSTS

ENTERGY

D.O.T.D.

D.O.T.D.

D.O.T.D.

P.L.D.

P.L.D.

180+50(+/-)

BATON ROUGE

PORT OF GREATER

AND WATER VALVE

EXISTING 3" WATERLINE

BREC EXISTING FENCE 180+00(+/-) TO 200+00(+/-)

180+00(+/-) TO 200+00(+/-)ENTERGY

AND OVERHEAD POWERLINES

EXISTING POWER POLES

ENTERGY EXISTING POWER POLE 166+15(+/-)

ENTERGY EXISTING POWER POLE 176+90(+/-)

173+50(+/-) TO 174+46(+/-)

175+00(+/-) TO 177+50(+/-)

TO BE REMOVED

TO BE INSTALLED

687,545.23

687,508.93

687,520.83

687,557.14

PROTECTION EASEMENT

NEW PERPETUAL FLOOD

NEW ORLEANS DISTRICT

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LAND SIDE

FLOOD SIDE

N O

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L.O.C.

C-02

OVH-01

PT-01

SG-01

G-01

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NEW PERPETUAL FLOOD PROTECTION EASEMENT

F-01

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(SEE DETAILS M-02)

PUMP AND CATCH BASIN

(SEE DETAILS M-02)

PUMP AND CATCH BASIN

SEE DETAIL "TEMPORARY RAMP"

FOR PORT OF GREATER BATON ROUGE

PROVIDE TEMPORARY ACCESS

2 3 4

FLOW FLOW FLOW FLOW

FLOW

SEE NOTE

EXISTING RAMP

EXISTING RAMP

SECTION DETAIL.

A VERTICAL CLEARANCE OF 12". SEE PLAN VIEW AND

LINE SHALL BE BELOW THE WATERLINE AND SHALL HAVE

SHALL FIELD VERIFY THE 3" WATERLINE. THE DISCHARGE

TO INSTALL DISCHARGE LINE. THE CONTRACTOR

TRENCH INTO THE RAMP SIDE SLOPE AND CENTERLINE

SAW CUT, REMOVE AND REPLACE RAMP ASPHALT.

NOTE:

RAMP ASPHALT

EXISTING

C/L PUMP

NOT TO SCALE

PLAN VIEW

SAW CUT

SAW CUT

LAND SIDE

NOT TO SCALE

SECTION DETAIL

W-01

3" WATERLINE PIPE

W-01

RAMP ASPHALT

REMOVE AND REPLACE

SEE PIPE SECTION DETAIL

FIELD VERIFY DEPTH,

DISCHARGE LINE

BOR. E-225.8

BOR. E-225.75

C-01

4'

9.5'

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IN

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H

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IN

4'

C/L PUMP SAW CUT

SAW CUT

GROUND

EXISTING

EXISTING RAMP ASPHALT

EXISTING RAMP ASPHALT

RAMP ASPHALT

REMOVE AND REPLACE

3" WATERLINE PIPE

W-01

VERIFY DEPTH

CONTRACTOR TO FIELD

COMPACTED FILL

EXCAVATION

C/L PUMP

9.5'

2.75'2.75'

12" HDPE DISCHARGE PIPE 12" HDPE DISCHARGE PIPE

BR-01 BR-03BR-02 BR-04 BR-05 BR-08BR-07BR-06

BR-10

BR-09

BR-11

BR-13

BR-14

BR-15

AZ. 217° 41' 43.5"

AZ. 226° 25' 14.6"

BR-12

4D

4C

4A

4B

PP-02

C/L LEVEE DITCH, SEE "TABULATIONS", SHEET G-04

PP-01

1B

1D

1C

1A

SEE SHEET C-04 AND C-05 FOR DETAILS

SEE SHEET G-04 FOR LOCATION

RELIEF WELLS,

C-03

SCALE: 1'' = 100'

100' 100' 200' 300' 400'

N

' 4 5"

' 0 0"

' 0 0"

' 4 5"

30° 23' 15"

30° 23' 15"

3, 7, 686,0003, 8, 687,000

3, 9, 687,000

3, 9, 686,000

3, 8, :1

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LA. 327 (RIVER ROAD)

L.O.C.

B /L S

T A .0

49' 55'

577'

577'

LAND SIDE

EAST BATON ROUGE PARISH, LA.

STAGING AREA 1

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AZ. 217°

41' 43

.5" AZ. 224° 27' 58.9"

EXISTING RIGHT-OF-WAY

BOR DPS-1U

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1V ON 20H

WELL NAMES

WORK

OF

LIMIT

A B C

VARIES

2'

BR - 11

BR - 12

EL. 26.5'

EL. 29.0'

EL. 28.0'

EL. 26.0' EL. 25.5'

EL. 26.0'

EL. 27.5'

EL. 28.5' EL. 25.0'

EL. 26.0'

EL. 24.5'

EL. 24.0'

LEVEE DITCH

C/L

(LA. 327)

S. RIVER ROAD

C/L

DISTANCE TO LEVEE B/L VARIES

5' 5'5'2'

LIMITS OF CLEARING & GRUBBING AND FERT. SEED & MULCH.

VARIES

MAINTENANCE PAD

RELIEF WELL AND

C/L

B

BR - 13 EL. 29.0' EL. 28.5' EL. 25.0'

BR - 14 EL. 29.0' EL. 28.5' EL. 26.0'

BR - 01 TO BR - 05

BR - 06 TO BR - 10

BR - 15 EL. 30.0' EL. 29.5' EL. 27.0'

TABULATION OF MAINTENANCE PAD ELEVATIONS

1V ON 20H

1V ON 3H

COMPACTED FILL

EXISTING LEVEE SLOPE

TOP OF LEVEE DITCH (VARIES)

TOP OF LEVEE DITCH (VARIES)

NOT TO SCALE

SECTION VIEW - LEVEE DITCH

NOT TO SCALE

PLAN VIEW

15' 20' - 2" 15'

EXISTING LEVEE SLOPE

1V ON 20H

COMPACTED FILL

1V ON 3H

EXISTING GRADE EXISTING GRADE

EXISTING LEVEE TOE (VARIES)

C/L LEVEE DITCH

EDGE OF ROAD

C/L, S. RIVER ROAD (LA. 327)

EDGE OF ROAD

1V : 4H

1V : 4H

END OF 4" CONCRETE APRON

C

1V ON 3H

A

COMPACTED FILL

EXISTING LEVEE SLOPE

MAINTENANCE PAD

MAINTENANCE PAD

1V ON 3H

(SEE: CONCRETE APRON DETAILS)

EDGE OF 4" CONCRETE

(SEE: RELIEF WELL DETAILS)

C/L RELIEF WELL

1V ON 3H

C

B

A

SEE SHEET G-04, CENTERLINE TABULATION OF LEVEE DITCH

(20' - 2" WIDE)

TOP OF 4" CONCRETE APRON

NEW ORLEANS DISTRICT

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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T A T

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GROUT

RELIEF WELL SCHEDULE

WELL NAME TOP OF RISER (ELEV.) LENGTH OF RISER (FT)

TEMPORARY CASING

(SEE SPECIFICATIONS)

8"

SLEEVE O.D.

f g e c d

TYP.

C/L WELL

WELD CONSTRUCTION)

(ALL STAINLESS STEEL, ALL

WELL SCREEN WITH #10 SLOTS

8" I.D. STAINLESS STEEL WELDED

GRAVEL PACK

2' MINIMUM, 3' MAXIMUM

LENGTH VARIES

* 8" I.D. STAINLESS STEEL RISER PIPE

CONCRETE WELL CAP

BOTTOM OF GROUT

TOP OF BENTONITE PELLETS =

3' OF BENTONITE PELLETS

OF BENTONITE PELLETS

TOP OF GRAVEL PACK = BOTTOM

LENGTH VARIES

STEEL RISER PIPE

* 8" I.D. STAINLESS

BOTTOM OF TEMPORARY CASING

2' - 6"

½

¾

7 ¼"

9 ½" DIA.

" R4 1a = 7

" R4 1b = 7

"8 7d = 5

"32 13c = 5

"32 15e =

" R16 13f = 1

"64 13g = 1

" 8 3h =

"8 53"8

" DIA.8

9 ½" O.D.

9 ½" O.D.

" Rod Thickness8 3h = a b

PLATE AND GRIND WELD SMOOTH TO BOTTOM FACE

THRU HOLES DRILLED IN 9 ½" DIA. X ¼" THICK

" DIA. ALUMINUM GUIDE RODS8

3PLUG WELD

SPACED VERTICAL GUIDE RODS

BENT AS INDICATED TO MAKE 4 EQUALLY

" DIA. ALUMINUM RODS8

32 EA. -

NOT TO SCALE

RELIEF WELL OUTLET DETAIL

NOT TO SCALE

RELIEF WELL DETAIL

NOT TO SCALE

ALUMINUM CHECK VALVE DETAIL

DETAIL

SEE WATERSTOP

STAINLESS STEEL "O"-RING PLATE

TOP OF CONCRETE

TOP OF RISER

STAINLESS STEEL RISER PIPE

8'' SCH. 10

A

NOT TO SCALE

SECTION - A

A

1/4" ALUMINUM PLATE

DETAIL

SEE WATERSTOP

CONCRETE WELL CAP

2'-6" SQUARE

TO MATCH I.D. OF RISER PIPE.

"O"- RING PLATE OPENING

STAINLESS STEEL RISER PIPE

8'' SCH. 10

(SEE DETAILS ABOVE)

STAINLESS STEEL "O"-RING PLATE

WELD

RISER PIPE

STAINLESS STEEL

BENTONITE PELLETS

(SEE DETAIL)

ALUMINUM CHECK VALVE

(SEE DETAIL)

METAL WELL GUARD

CONCRETE WELL CAP

BR-11

BR-12

26.60'

26.10'

28.10'

29.10'

-95.00'-25.00'51.10'

-25.00'

-25.00

-25.00'

51.60'

53.10'

54.10'

BOTTOM OF CONCRETE CAP

TOP OF GROUT =

AS RISER PIPE

BOTTOM PLUG OF AT LEAST SAME THICKNESS

BLANK AND BOTTOM PLUG WITH WELDED S.S.

1'-0" LONG 8" STAINLESS STEEL BOTTOM

* SCREEN "A" LENGTH

* SCREEN "B" LENGTH

* BOTTOM OF SCREEN "B"

*TOP OF SCREEN "B"

"A" (ELEV.)

TOP OF SCREEN

"A"(ELEV.)

BOTTOM OF SCREEN

BLANK

8" I.D. STAINLESS

"B"(ELEV.)

BOTTOM OF SCREEN

"B" (ELEV.)

TOP OF SCREEN

-110.00'

-110.00'

-110.00'

-140.00'

-140.00'

-140.00'

-140.00'

-110.00'

-95.00'

-95.00'

-95.00'

* BOTTOM OF SCREEN "A"

*TOP OF SCREEN "A"

TOP OF RISER ELEVATION (SEE RELIEF WELL SCHEDULE)

BE CONTINUOUS THRU BLANK PIPE (RISER SECTION).

FOR SPLIT LEVEL SCREENS, GRAVEL PACKING SHOULD

A MINIMUM OF 3 FEET ABOVE THE TOP OF SCREEN.

THE FILTER PACK MATERIAL IS A MAXIMUM OF 5 FEET AND

THIS DISTANCE SHALL BE THAT THE TOP OF ELEVATION OF

BR-01 TO BR-05

BR-06 TO BR-10

BR-13

BR-14

BR-15

29.10'

29.10'

30.10'

-25.00'54.10' -110.00' -140.00'-95.00'

-25.00'54.10' -110.00' -140.00'-95.00'

-25.00'55.10' -110.00' -140.00'-95.00'

C-05

:1

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IDENTIFICATION

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4"

8" I.D.

21" MIN.

4"

NOTE:

NOTES:

1. FINISH TO BE FLAT, NOT BUFFED.

2. 51% OPEN AREA. WATERSTOP SHALL BE SHOP

SPLICED AT ALL FOUR CORNERS.

10'-0"

4" CURB

4" CURB

1V ON 20H

1V ON 20H

VARIES

0' - 6"

5'-0"

M O

W

IN

G S

L A

B

E X

IS

T

IN

G L

E V

E E S

L O

P E

1V ON 20H 1V ON 20H

E X

IS

T

IN

G S

L O

P E O

F H

W Y E

M B

A N

K M

E N

T

E X

IS

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G L

E V

E E S

L O

P E

C/L

RELIEF

WELL

1V ON 20H

5' (MIN)

4" 4"

2'-6"

2" FILLET

8" CUT-OFF WALL TO BE CONSTRUCTED ALONG

THE TOP, BOTTOM AND AT EACH END OF

THE PAVEMENT FROM TOP TO BOTTOM.

9'-6"

WALL DETAILS

SEE CUTOFF

(CAST-IN-PLACE)

CURB, 4" X 4"

(CAST-IN-PLACE)

CURB, 4" X 4"

BE FLUSH WITH SQUARE WELL CAP.

WARP SLOPE OF CONCRETE APRON TO

SEE WELL GUARD DETAIL

1V ON 3H

BACK SLOPE VARIES

CONCRETE SLAB

GROUND IN ORDER TO PLACE

REMOVE THE TOP 4" OF EXISTING

C C

5'

½"

B O

T T

O M O

F L

E V

E E D

IT

C H

M

IN

C /L L

E V

E E D

IT

C H

5' 5' VARIES

5' MIN.

VARIES

5'-0"5'-0" VARIES VARIES

NOT TO SCALE

VARIES

2' - 6"

A

NOT TO SCALE

SECTION

NOT TO SCALE

NOT TO SCALE

WIRE DETAIL

NOT TO SCALE

PLAN

E

NOT TO SCALE

SECTION

NOT TO SCALE

WATERSTOP DETAIL

SECTION

NOT TO SCALE

B

JOINT DETAIL

DUMMY JOINT AND CONSTRUCTION

FACE OF THE CURB.

SHOULD BE FLUSH WITH OUTSIDE

CONSTRUCTION JOINTS AT CURBS

DUMMY JOINTS OR

NOTE:

NOT TO SCALE

C

SECTION WELL GUARD DETAIL

1' - 3" 1' - 3"

2' - 6"

.250 SLOT SIZE

NOT TO SCALE

CUTOFF WALL

DETAILS OF

8"

8"

O .D

I.

D

3" O .D

1V ON 20H

5' MOWING SLAB

1V ON 20H

5' MOWING SLAB

WELL CAP

2' - 6" SQUARE

SEE "RELIEF WELL DETAILS"

(CAST-IN-PLACE)

4" X 4" CURB

5' MOWING PAD 5' MOWING PAD

WALL DETAILS

SEE CUTOFF

SEE WATERSTOP DETAIL

EXISTING SLOPE OF HWY. EMBANKMENT

SLOPE VARIES

EXISTING LEVEE

APRON

CONCRETE

1V ON 1H APRON

CONCRETEE

1" LETTERING.

WELL NAME (EX. "NR-14") WITH

PERMANENT LABELING OF THE

EACH HEAD CAP SHALL BE HAVE

SWIVEL BUT NOT REMOVABLE

CURVED BOLT WELDED TO ALLOW

AND THREADED FOR FASTENING

PLATE WELDED TO SCREEN

WIRE (.235)

ROD (.070 x 3/4"-1" CC)

C/L RELIEF WELL

(FILLED WITH SEALANT ABOVE WATER STOP)

1/2" JOINT FOR FULL 10" SLAB DEPTH TYPICAL

ELEVATION AT THE WELL C/L

TOP OF SLAB IS EXACTLY 4 INCHES BELOW THE TOP OF RISER

TOP OF RISER ELEVATION (SEE WELL SCHEDULE)

SEE WIRE DETAIL.

.250 SLOT SIZE (304 OR 316 SS)

20" DIA. WIRE WRAPPED CONTINUOUS SLOT WELL SCREEN

SEE PLAN DETAIL

21" DIA. COVER PLATE (304 SS)

304 OR 316 SS (4 REQ'D)

3/8" SOCKET HEAD CAP SCREWS

CONSTRUCTION JOINT

JOINT, LEAVE OUT

FOR DUMMY

FILL WITH SEALANT

CONCRETE WELL CAP

2'-6" SQUARE

DETAIL

SEE WATERSTOP

PLAN VIEW, RELIEF WELLS

EXISTING DITCH C/L ELEVATION OF LA. 327.

BELOW THE TOP OF RISER ELEVATION AND THE

THE TOP OF SLAB ELEVATION IS EXACTLY 4 INCHES

LEVEE DITCH

C/L

B/L STATION

166+15

176+75

ELEVATION

24.00'

25.00'

ELEV. TABLE

PUMP PAD

VARIES

CATCH BASIN

EXTEND 5' PAST OUTER CATCH BASIN

ADJUST FOR NUMBER OF DRAINS. CONCETE SHALL

FOR ELEVATIONS

SEE PUMP PAD ELEVATIONS TABLE

FOR ELEVATIONS

SEE PUMP PAD ELEVATIONS TABLE

NOT TO SCALE

PLAN VIEW, CONCRETE PUMP PAD

FOR ELEVATIONS

SEE PUMP PAD ELEVATIONS TABLE

VARIES

FOR ELEVATIONS

SEE PUMP PAD ELEVATIONS TABLE

LEVEE DITCH

C/L

VARIES

5' MIN.

5' MIN.

VARIES

C-06

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IDENTIFICATION

SHEET

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A R

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W O

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A N

S D

IS

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T A T

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T

1V ON 20H

1V ON 20H

GEOTEXTILE SEPARATOR FABRIC

4" ASPHALT PAVEMENT

SURFACING

7" CRUSHED STONE

(BOTH SIDES)

2' MIN. FROM EDGE OF PIPE

T

NOT TO SCALE

LEVEE CROWN DETAIL

TYPICAL DISCHARGE CROSSING AT

(BOTH SIDES)

2' MIN. FROM EDGE OF PIPE

S

NOT TO SCALE

LAND SIDE SLOPE DETAIL

TYPICAL DISCHARGE CROSSING AT

1V O N 4H

1V ON 4H

B

C

D

A

EL. 49.0'

S

LAND SIDE

FLOOD SIDE

EXISTING GROUND

EXISTING GROUND

12" HDPE DISCHARGE PIPE

EXISTING GROUND

CONCRETE SLOPE PAVING

EDGE OF EXISTING

"PUMP EQUIPMENT LAYOUT AND ELEVATIONS"

CATCH BASIN, SEE SHEET M-10,

SEE M-01 FOR PLAN VIEW

NOTE:

NOT TO SCALE

B/L STA. 166+15

LEVEE TYPICAL SECTION

C/L

B/L

SEE SHEET C-05

4" REINFORCED CONCRETE PUMP PAD,

COVER, SEE SHEET M-02 FOR DETAILS.

PIPES, PLACE COMPACTED FILL AS NEEDED TO PROVIDE

BETWEEN PUMP DISCHARGE AND STEEL DISCHARGE

12" HDPE PIPE INSTALL ABOVE LEVEE DESIGN GRADE

SEE SHEET M-02 FOR DETAILS

1' - 6" BEYOND TOP EDGE OF EXISTING SLOPE PAVING.

12" STEEL PIPE, INSTALL AT ELEVATION SHOWN, EXTEND

1' - 6"

EL. 49.0'

SEE SHEET C-08

NEW SLOPE PAVEMENT,

MIN.

2' - 10 ½"

MIN.

2' - 10 ½"

SEE SHEET C-08

NEW SLOPE PAVEMENT,

12" STEEL DISCHARGE PIPE

AND INDICATE LOCATION

PROHIBIT EXAVATION WITHIN 6" OF DESIGN SECTION

OVER TOP OF PIPE

COMPACTED FILL, 12" COVER

OVER TOP OF PIPE

COMPACTED FILL, 12" COVER

M A

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NEW ORLEANS DISTRICT

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IDENTIFICATION

SHEET

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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

IS

T R

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A .N

H -8 -4

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B /L S

T A T

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B

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EL. 49.0'

1V ON 20H

1V ON 20H

GEOTEXTILE SEPARATOR FABRIC

4" ASPHALT PAVEMENT

SURFACING

7" CRUSHED STONE

(BOTH SIDES)

2' MIN. FROM EDGE OF PIPE

MOUNTED ON THE SLOPE PAVEMENT.

TO BE IN LINE WITH THE DISCHARGE

THE CONTRACTOR SHALL INSTALL PIPES

12' - 6" HDPE.

V

NOT TO SCALE

LEVEE CROWN DETAIL

TYPICAL DISCHARGE CROSSING AT

(BOTH SIDES)

2' MIN. FROM EDGE OF PIPE

Z

NOT TO SCALE

LAND SIDE SLOPE DETAIL

TYPICAL DISCHARGE CROSSING AT

1V O

N 4H1V ON 4H

CATCH BASIN, SEE SHEET "PUMP EQUIPMENT LAYOUT AND ELEVATIONS"

12" HDPE DISCHARGE PIPE

EXISTING GROUND

RAMP ASPHALT

SEE C-01 FOR REMOVE AND REPLACE

EXISTING RAMP ASPHALT,

CONCRETE SLOPE PAVING

EDGE OF EXISTING

EXISTING GROUND

EXISTING GROUND

V

Z

SEE M-01 FOR PLAN VIEW

NOTE:

NOT TO SCALE

B/L STA. 176+75

RAMP TYPICAL SECTION

C/L

LAND SIDE

FLOOD SIDE

16.7' B/L

EL. 49.0'

SEE SHEET C-05

4" REINFORCED CONCRETE PUMP PAD,

COVER, SEE SHEET M-02 FOR DETAILS.

PIPES, PLACE COMPACTED FILL AS NEEDED TO PROVIDE

BETWEEN PUMP DISCHARGE AND STEEL DISCHARGE

12" HDPE PIPE INSTALL ABOVE LEVEE DESIGN GRADE

SEE SHEET C-08

NEW SLOPE PAVEMENT,

MIN.

2' - 10 ½"

MIN.

2' - 10 ½"

SEE SHEET C-08

NEW SLOPE PAVEMENT,

12" STEEL DISCHARGE PIPE

AND INDICATE LOCATION

PROHIBIT EXAVATION WITHIN 6" OF DESIGN SECTION

OVER TOP OF PIPE

COMPACTED FILL, 12" COVER

OVER TOP OF PIPE

COMPACTED FILL, 12" COVER

M A

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C -0

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C-07

EXISTING BASELINE

X - COORDINATE Y - COORDINATEITEMS

P.I. 1

P.I. 2

CENTERLINE TABULATIONS

TEMPORARY RAMP

3,319,515.60 687,482.25

3,319,418.99 687,426.39

LEVEE CROWN LEVEE CROWN

EXISTING RAMP

010' 10'

SCALE: 1'' = 10'

20' 30' 40'

P.I. 1

P.I. 2

N

CHORD: 38.25'

TANGENT: 65.37'

LENGTH: 50.96'

DEGREE OF CURVATURE (ARC): 286° 28' 44.03"

DELTA: 145° 58' 44.42" LEFT

RADIUS: 20.00'

"P.I. C" CURVE DATA

EAST BATON ROUGE PARISH, LA.

LAND SIDE

15'

C/L

1V ON 3H

GRANULAR MATERIAL DETAIL

TEMPORARY RAMP SURFACING

NOT TO SCALE

TEMPORARY RAMP - CENTERLINE (FEET)

(LOOSE MATERIAL)

7" CRUSHED STONE

GRANULAR MATERIAL,

SURFACING

GEOTEXTILE

INSTALL SEPARATOR

2% SLOPE TO DRAIN

7.5'7.5'

FLOOD SIDE

' 3 9"

' 3 8"

' 4 0"

' 4 0"

' 3 9"

' 3 8"

° 2

' 2

° 2

' 2

3, 9, 3, 9, ,3

3, 9, ,4

3, 9, ,4

3, 9, 3, 9, ,4

3, 9, ,4

3, 9, ,3

0+00 0+25 0+50 0+75 1+00 1+12

E L E

V A

T

IO

N

E L E

V A

T

IO

N

1V ON 13H

1V ON 13H

0.00%

COMPACTED FILL

EXISTING GROUND

R = 20°

SLO

PE

1V O

N 3H

P.I. 3

P.I. 4

SURFACING GRANULAR MATERIAL

P.I. 1

P.I. 2

EL. 46.34

POB = 0+09.00 EL. 51.04

PVI = 0+68.99 EL. 51.04

POE = 0+98.99

7.83%

7.83%

EL. 46.34

POB = 0+09.00

EL. 51.04

PVI = 0+68.99

EL. 51.04

POE = 0+98.99

2%

SLO

PE T

O

DRAIN

P.I. 3

P.I. 4

P.I. C

P.I. C

3,319,473.40 687,406.94

3,319,445.41 687,433.00

3,319,455.42 687,415.69

EXISTING SLOPE

NEW ORLEANS DISTRICT

of Engineers

US Army Corps

A P

P R

D A

T E

D E

S C

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IP

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N M

A R

K A

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D A

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D E

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IDENTIFICATION

SHEET

C-08

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P D

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IL

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E D -1

-0

C -0

.d g n

NEW ORLEANS DISTRICT

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IDENTIFICATION

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C/L

NEW AND/OR

EXISTING LEVEE

FLOODSIDE

LAND SIDE

D

NOT TO SCALE

SECTION - D

WALL DETAIL

SEE CUT-OFF

SLOPE PAVEMENT

EXISTING CONCRETE

SLOPE PAVEMENT

NEW CONCRETE

THE FLOODSIDE CROWN EDGE

NO MORE THAN 6-INCHES

A SMOOTH TRANSITION,

FILL AS NEEDED TO PROVIDE

ADDITIONAL COMPACTED

SEE SHEETS C-06 AND C-06a

4" ASPHALT PAVEMENT,

D

D

10' MAX.

D

/3 D

10' MAX.

LEVEE C/L

10' MAX. 10' MAX.

EXPANSION JOINT FILLER

8" 8"

D

40' MAX.

/3 D

1/2" 1/3D

FLOODSIDE

LAND SIDE

15' MAX.

1/2"1/2"

1/2" 1/2" 1/2" 1/2" 1/2"

D

NOT TO SCALE

TRANSVERSE JOINTS

NOT TO SCALE

LONGITUDINAL JOINTS

CONSTRUCTION JOINTS

CONSTRUCTION JOINTS

NOT TO SCALE

TOP CUT-OFF WALL DETAIL

FILLER

EXPANSION JOINT

CONTRACTION JOINTS

(TYP.)

BREAKER

BOND

(TYP.)

BREAKER

BOND

(TYP.)

BREAKER

BOND

SEAL

JOINT

SEAL

JOINT

SEAL

JOINT

SEAL

JOINT

SEAL

JOINT

SEAL

JOINT

SEAL

JOINT

(TYP.)

BREAKER

BOND

CONCRETE

UNREINFORCED

FLOOD SIDE TOE

SEAL

JOINT

COLD JOINT

DELIBERATE

FILLER

EXPANSION JOINT

LEVEE CROWN

FLOODSIDE EDGE OF

TRANSVERSE JOINTS

LONGITUDINAL JOINTS

OF LEVEE CROWN

LAND SIDE EDGE

WALL DETAIL"

SEE "TOP OF CUT-OFF

NEW CONCRETE SLOPE PAVEMENT

AT NEW AND EXISTING CONCRETE

NEW EXPANSION JOINT

TRANSITION SLOPE

SLOPE PAVEMENT

EXISTING CONCRETE

WIDTH, VARIES

NOT TO SCALE

PLAN VIEW - AT DISCHARGE LINE(S)

TRANSITION SLOPE

EXISTING ASPHALT

AS NEEDED

AROUND DISCHARGES PIPES

FIELD FIT CUT OFF WALL

12" STEEL DISCHARGE PIPES1

M

IN

SEE SHEETS C-01 AND M-01

C/L PUMP LOCATIONS,

SEE SHEETS C-06 AND C-06a

4" ASPHALT PAVEMENT,

SEE NOTE 5

5. 12" STEEL DISCHARGE PIPES ARE NOT SHOWN.

4. ALL JOINTS SHALL HAVE A 5' MINIMUM SPACING.

3. D = 4"

PAVEMENT COMPRESSIVE STRENGTH REQUIREMENTS.

2. SEE SPECIFICATION 35 42 38.00 12 FOR CONCRETE SLOPE

DISCHARGE LINE(S).

ON EITHER SIDE FROM OUTSIDE DIAMETER OF THE OUTER

NEW CONCRETE SLOPE PAVEMENT SHALL EXTENDS 3 FEET

THE FLOODSIDE EDGE OF LEVEE CROWN. THE WIDTH OF

ABOVE DISCHARGE PIPE, SEE TOP CUT-OFF WALL DETAIL.

THE TOP OF EXISTING SLOPE PAVEMENT TO TWELVE INCHES

1. NEW CONCRETE SLOPE PAVEMENT IS REQUIRED FROM

NOTES:

B-01

D -1

-0

B -0

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IDENTIFICATION

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®of Engineers

US Army Corps

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ARE VALUES OF COHESION IN LBS./SQ.FT. FROM UNCONFINED COMPRESSION TESTS

WITH A 30'' DROP

** RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT

SOIL IS FINER, AND 90% COARSER THAN D .

OFFICE, IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.

IN PARENTHESIS ARE DRIVING RESISTANCES IN BLOWS PER FOOT DETERMINED WITH A

WHERE UNDERLINED WITH A SOLID LINE DENOTES LABORATORY PERMEABILITY IN

CENTIMETERS PER SECOND OF UNDISTURBED SAMPLE

THE D SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE

WHERE UNDERLINED WITH A DASHED LINE DENOTES LABORATORY PERMEABILITY IN

FIGURES TO RIGHT OF BORING

GROUND-WATER SURFACE AND DATE OBSERVED

DENOTES LOCATION OF CONSOLIDATION TEST **

DENOTES LOCATION OF UNCONSOLIDATED-UNDRAINED TRIAXIAL COMPRESSION TEST **

THE ABOVE THREE TYPES OF SHEAR TEST

DENOTES FREE WATER ENCOUNTERED IN BORING OR SAMPLE

C

S

R

Q

T

FW

DENOTES LOCATION OF CONSOLIDATED-DRAINED DIRECT SHEAR TEST

DENOTES LOCATION OF CONSOLIDATED-UNDRAINED TRIAXIAL COMPRESSION TEST

DENOTES LOCATION OF SAMPLE SUBJECTED TO CONSOLIDATION TEST AND EACH OF

SYMBOLS TO LEFT OF BORING

ON PLOT TO RIGHT OF BORING LOG: ATTERBERG LIMITS

NOTES:

w P w N w L

ARE NATURAL WATER CONTENTS IN PERCENT DRY WEIGHT

*10

WHEN UNDERLINED DENOTES D SIZE IN MM

DESCRIPTIVE SYMBOLS

NOTE: SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS.

50)

(LIQUID LIMIT

(LIQUID LIMIT

50)

(LITTLE OR

NO FINES)

(APPRECIABLE

AMOUNT OF

FINES)

(LITTLE OR

NO FINES)

(APPRECIABLE

AMOUNT OF

FINES)

CLEAN

GRAVEL

GRAVEL

WITH FINES

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

CLAYS

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250-500

500-1000

1000-2000

2000-4000

So vSo

M

St vSt

H

CONSISTENCY SYMBOL

CONSISTENCY

FOR COHESIVE SOILS

COHESION IN LBS./SQ.FT. FROM

UNCONFINED COMPRESSION TEST

MODIFICATIONS

MODIFICATION SYMBOL

F

M

C

TRACES

FINE

MEDIUM

COARSE

cc

ROOTLETS rt

LIGNITE FRAGMENTS lg

SHALE FRAGMENTS sh

SANDSTONE FRAGMENTS sds

SHELL FRAGMENTS slf

ORGANIC MATTER O

CLAY STRATA OR LENSES CS

SILT STRATA OR LENSES SIS

SAND STRATA OR LENSES SS

SANDY S

GRAVELLY G

BOULDERS B

SLICKENSIDES SL

WOOD Wd

OXIDIZED Ox

CONCRETIONS

TrTAN

YELLOW

RED

T

Y

R

BLACK BK

IGr

BROWN

LIGHT BROWN

DARK BROWN dBr

IBr

Br dGr

Gr

GREEN

BLUE

Gn

Bl

BLUE-GREEN

WHITE Wh

MOTTLED Mot

LIGHT GRAY

DARK GRAY

BROWNISH-GRAY

GREENISH-GRAY

GRAYISH-GREEN

GRAYISH-BROWN

GRAY

brGr gyBr gnGr gyGn

BlGn

COLOR SYMBOL

COLOR

PLASTICITY CHART

FOR CLASSIFICATION OF FINE-GRAINED SOILS IN ACCORDANCE WITH ASTM D 2487

P I.

P

L A

S T

IC

IT

Y I

N D

E X

0 20 40 60 80 100

MH OHOR

ORML OL

L.L.-LIQUID LIMIT

4 CL-ML

C L O

L

H

O H

O R

O R

"A " L

IN

E

"U

LI

N E

GRAVEL,WELL GRADED,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES

GRAVEL,POORLY GRADED,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES

SILTY GRAVEL,GRAVEL-SAND-SILT MIXTURES

CLAYEY GRAVEL,GRAVEL-SAND-CLAY MIXTURES

SAND,WELL-GRADED,GRAVELLY SANDS

SAND,POORLY-GRADED,GRAVELLY SANDS

SILTY SAND,SAND-SILT MIXTURES

CLAYEY SAND,SAND-CLAY MIXTURES

SILT & VERY FINE SAND,SILTY OR CLAYEY FINE SAND OR CLAYEY SILT WITH SLIGHT PLASTICITY

LEAN CLAY,SANDY CLAY,SILTY CLAY,OF LOW TO MEDIUM PLASTICITY

ORGANIC SILTS,AND ORGANIC SILTY CLAYS OF LOW PLASTICITY

SILT,FINE SANDY OR SILTY SOIL WITH HIGH PLASTICITY

FAT CLAY,INORGANIC CLAY OF HIGH PLASTICITY

ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS

PEAT,AND OTHER HIGHLY ORGANIC SOIL

WOOD

SHELLS

NO SAMPLE RETRIEVED

C O

A R

S E G

R A

IN

E D

S

O

IL

S

S A

N D

S G

R A

V E

L S

MAJOR DIVISION TYPE

LETTER

SYMBOL

SYM

BOL TYPICAL NAMES

GW

GP

GM

GC

SW

SP

SM

SC

ML

CL

OL

MH

CH

OH

Pt

Wd

SI

NSNO SAMPLE

SHELLS

WOOD

HIGHLY ORGANIC SOILS

UNIFIED SOIL CLASSIFICATION

F

IN

E -G

R A

IN

E D S

O

IL

S

TYPICAL NOTES:

CENTIMETERS PER SECOND OF SAMPLE REMOULDED TO THE ESTIMATED NATURAL VOID RATIO

" I.D., 2'' O.D.) AND A 140 LB. DRIVING HAMMER8

3STANDARD SPLIT SPOON SAMPLER (1-

FIGURES TO LEFT OF GENERAL TYPE BORING UNDER COLUMN ''W" OR "D ''

T H

A N H

A L F T

H E M

A T

E R

IA

L

T H

A N N

O M

O

IE

V E S

IZ

E I S S

M A

L L

IE

V E S

IZ

E

IS

L

A R

G E

R T

H A

N N

O

M

R E T

H A

N H

A L F O

F M

A T

E R

IA

L

N O S

IE

V E S

IZ

E

S M

A L L E

R T

H

F

A C

T

IO

N I

C

O A

R

R E T

H A

N H

A L F S

IE

V E S

IZ

E

F R

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O A

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H

R E T

H A

N H

A L

B. GENERAL TYPE BORINGS ARE TAKEN WITH A 1 " I.D. TUBE SAMPLER AND/OR A 1 " I.D. SPLIT SPOON SAMPLER.

3. A. UNDISTURBED BORINGS, INDICATED BY THE LETTER "U", ARE TAKEN WITH A 5'' I.D. PISTON TYPE SAMPLER.

OTHERWISE NOTED:

THE BORINGS WHERE SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN. UNLESS

ON DRILLER'S LOG AND VISUAL EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF

VERTICAL REACHES OF SUCH BORINGS. CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED

NECESSARILY MEAN THAT GROUND-WATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE

BORINGS INDICATES THAT NO GROUND-WATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT

ENCOUNTERED IN SUCH BORINGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN

2. GROUND-WATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUND-WATER SURFACES

DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED ''DIFFERING SITE CONDITIONS''.

OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE CONSIDERED AS

FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE MATERIALS

1. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND

D -1

-0

B -0

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B-02

S O

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NEW ORLEANS DISTRICT

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IDENTIFICATION

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US Army Corps

U .S

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A .N

H -8 -4

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B /L S

T A T

O B /L S

T A

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E P

A G

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U P

P E

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C T

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22 vSt 23 vSt,Ox Br&T

31 St Br&Gr 29 St,slf,O Br 41 St,slf,O lGr&T 29 St,S,Wd,O,slf Br 27 M,O,Ox 26 SlS,M,Ox Br&Gr

36 M Gr 29 StSlS 29 vSt,Ox 31 M,slf

27 So 27 So,Wd,O,Ox 49837 21 29 vSt,Ox,O

Br&Gr

28 vSt,Ox 33 St 28 vSt,S,O 32 St

SlS

37 M,SS

vSt,Ox

31 H,Ox

Gr

SlS

30 M,Ox,O Gr&T 30 M,S,Wd,O,rt Gr 27 M,S,Ox T&Gr

26 vSt,Ox Gr&Br 27 vSt Gr&T 29 vSt,SS,O Gr&dGr

SlS

11 vSt Gr

No Sample 39 vSt,O 42 St,O vSt,O,Ox

38 M,Ox 36 M,S,Wd,O 86065 45 37 M,Ox

35 M,Ox,O

Gr

30 M,O,Ox 31 M,S,Wd,O Br&Gr

30 SS,M,Ox lGr&T

30 M,S,Ox dGr&T

SlS30 So (6)

30 CS

Gr&Br

31 SS

SS31 M (10)

33 (14)

31 0.0034 (22)25.4

31 (21)22

CS

(16)21.6

39 So (6)

38 vSt,SSlS

34 vSt,SS

SS28 M (30)

25 0.0580 SlS (37)86.3

27 0.0065 CS (39)59.5

21 0.0590 (39)88.7

21 0.0561

SlS

(47)87.6

22 0.0312 SlS,CS (39)82.8

20 0.0623 SlS

Gr

(44)87.2

55 36

68 47

44 25

No Sample22 vSt,G,rt Br 20 vSt,CS 13 vSt

Br&Gr 34 15

15 vSt Br

18 SlS,vSt,Ox,O 19 SS,vSt,Ox,O Br&Gr

23 SlS,St,Ox Br 25 St,S,Wd,O 122751 33 25 vSt,Ox

Br&Gr

SlS 26 vSt,Ox Br&Br 29 St,CS 28 St,Ox 30 St,SSlS 26 vSt,Ox,O

Br&Gr

42 vSo Br 28 St,Wd,O,rt Br&Gr 27 SlS,St,Ox Gr&Br

No Sample 36 M,S,Ox 35 SlS,M 30 M,Ox 25 M,S,rt 93542 24

28 St

SlS

St,Wd,O

Gr

No Sample 30 M,rt,O 31 M,CS,rt 33 M,S,Wd,O

Gr

No Sample 34 M,S,Wd,O

M,S,Wd,O Gr

No Sample 32 SS,M,Wd,O 29 M,O,Wd 29 M,Wd,O

31 M,S,Wd,O 30 M,Wd 29 M,Wd,O

Gr

30 M,Ox Gr&Br

No Sample

33 M,Wd,O (9)

34 (10)SS

M,O

(14)

29 CS (16)

25 SS,CS (26)

27 M,G (23)

26 M,CS (27)

30 CS,G (30)27.6

25 0.0686 SlS,O (27)87.6

23 0.0673 CS,O (26)89.1

SlS43 M,S,O (23)

SS26 M,slf,G,O (22)

16 0.0459 O (25)89

15 0.0253 CS,G,O (35)85.7

18 0.0958 O

Gr

(39)92.1

37 17

33 9

39 18

13 M,rt 21 vSt,rt Br 26 St,rt Br&Gr

36 St,rt Br 38 M,rt dBr30 M,rt 31 M,S,O,Ox,rt Br82846 29 33 M Gr

No Sample

34 vSo 33 So Br&Gr

34 M,S,O,Ox lBr

35 M,rt Br&Gr

30 M,CS,rt 3019.9

CS

Br&T

29 Br 30 CS Br&Gr10.6

2923.2

32 0.003214.6

35 CS

29 CS

29 0.0510

2831.4

CS

38 SlS,St 34 M 22 0.054782.1

28 0.0044 SS

Gr

(12)43.7

18 0.1843 G T&Gr(10)96.1

16 0.1740 Gr(18)96.4

16 0.0762 Gr&T(36)90

21 0.0606 CS,G,O Gr(29)87.3

18 0.1236 T(42)94.3

18 0.0996 (36)91.9

22 0.0885

SlS Gr

(30)91.4

24 0.0960 SlS dGr(35)92.1

21 0.0922 SlS (30)91.8

21 0.1039 (30)93.1

19 0.1161 (30)92.5

21 0.1086 G (29)93.5

23 0.1057 (26)94.5

22 0.1032

SlS

(27)93.6

26 0.0542 (30)87.1

22 0.0941 (28)93.9

24 0.0848 SlS (24)91.9

25 0.0751 SlS,O (27)90

22 0.0757 (51)90.1

23 0.0299 CS (46)86.4

23 0.0961 (55)92.4

24 0.0878 (49)92.8

24 0.0995 (33)93.9

31 0.0595 CS (33)89.4

24 0.1249 (48)94.8

21 0.1194 (43)93.4

24 0.1319 (60)94.3

22 0.1112 (58)94.4

21 0.1117 (50)93.8

21 0.1219 (54)94.1

22 0.1103 (58)94.1

22 0.1308 (52)95.5

23 0.1222 G (47)94.1

23 0.1299 (57)95.3

18 0.1565 G (43)94

24 0.1354 (43)94.6

20 0.1206 G (16)91.2

18 0.0052 CS,G (19)85.8

21 0.0128 CS (14)71.4

17 0.1191 (17)92.9

29 (3)26.5 vSt SlS

50 M,Ox1.472 52 32 vSt,S 45 M,S,cc 34 vSt,S0.434 15 19 SlS,vSt,S,G 25 SlS,vSt

Gr

38 20

CNT

WATER TABLE N/A FT.

Date: 7/27/2009

Date: 6/19/2009

WATER TABLE N/A FT.WATER TABLE N/A FT.

Date: 6/15/2009

BOR. DPS-1U (07-022096) BOR. DPS-2U (07-022096)

BOR. DPS-6UT (07-022096)

LONG: 91° 12' 52.186"

LAT: 30° 23' 13.121"

LONG: 91° 12' 54.644"

LAT: 30° 23' 11.148"

LONG: 91° 12' 52.229"

LAT: 30° 23' 10.928"

GROUND EL. 51.5 GROUND EL. 51.7

GROUND EL. 25.1

-10

-20

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

-40

-30

-50

-60

-70

-80

-90

-100

-110

-120

-130

17 H,Ox,rt,G,slf Br

SlS25 vSt,Ox brGr

26 So,Ox,rt

25 So,Ox

CS,Ox

Br

SlS29 So,Ox Gr

27 CS,Ox brGr

CS,Ox

CS,Ox

SlS31 So,Ox

0.0820 Ox

CS,Ox

Gr

No Sample

Ox,G (20) F

0.1600 M,C,G,CS

Gr

(19)

23 SlS,H,Ox,rt,cc Br

SlS30 vSt,Ox Br&Gr

CS,Ox Br

CS,Ox

Ox

CS,Ox

Ox

CS,Ox

31 CS,Ox

Gr

Ox,CS

0.1223 F,Ox

brGr

No Sample

0.1347 F,M,G,Ox brGr(65)

No Sample

0.4800 F,Tr,C brGr(70)

No Sample

F,G brGr(38)

No Sample

Ox brGr(56)

No Sample

0.0652 brGr(62)

No Sample

Ox brGr(69)

No Sample

0.0472 Ox brGr(57)

No Sample

0.1023 Ox Br(93)

No Sample

Ox Br(113)

No Sample

Ox brGr(50)

No Sample

0.1000 Ox brGr(63)

No Sample

0.0699 CS,Ox Br(48)

No Sample

0.0658 CS,Ox Br(91)

No Sample

0.0472 CS,Ox Br(90)

No Sample

0.0821 CS,Ox Br(125)

No Sample

0.1296 CS,Ox Br(100)

No Sample

49 SlS,vSt,Ox Gr(25)

No Sample

CS,Ox,G Br(41)

No Sample

Ox Br(83)

No Sample

0.0920 Ox Br(80)

No Sample

CS,G,Ox Br(103)

No Sample

CS,G,Ox Br(91)

WATER TABLE N/A FT.

Date: 07/10/1985

WATER TABLE N/A FT.

Date: 09/17/1990

BOR. E-225.75 (MVN-1990-15)

BOR. E-225.8 (MVN-1984-55)

LONG: 91° 12' 38.592"

LAT: 30° 23' 22.178"

LONG: 91° 12' 35.665"

LAT: 30° 23' 25.580"

GROUND EL. 25.2

GROUND EL. 25.9

-10

-20

-30

-40

-50

-60

-70

E L E

V A

T

IO

N S

IN

F

E E

T N .A .V .D

-80

-90

-100

-110

-120

-130

D10COARSE

WCNT

ORG

PILL LL PI CNT

ORG

COARSE

W D10

LL PI

ORG

COARSE

W D10

D10COARSE W

CNT

ORG

PILL

LL PI

ORG

CNT

COARSE W D10

Y = 686,246.00

X = 3,318,303.15

Y = 686,046.46

X = 3,318,088.07

Y = 686,024.45

X = 3,318,299.61

Y = 687,498.12

X = 3,319,748.78 Y = 687,162.24

X = 3,319,492.79