Plans_II_-_HHD_Reach_1_Gap_Closure.pdf

JOINT

N

40'20'020'

JOINT

Ex

C-07A

D

IP

" P

V C

RIGHT OF WAY

FEDERAL

DISTRICT EASEMENT

WATER MANAGEMENT

FEDERAL/SOUTH FLORIDA

W V

NOTES:

CONVENTIONAL CUTOFF WALL

CUTOFF WALL

EXISTING CONVENTIONAL

LEGEND:

UTILITY TO BE REMOVED

SPECIFICATIONS.

EMBANKMENT FILL. FOR CUTOFF WALL MINIMUM COVER SEE

EMBANKMENT CREST ELEVATION SHALL BE SPOIL CUTOFF WALL OR

11. MATERIAL ABOVE CUTOFF WALL AND BETWEEN ELEVATION 31 AND

THE CONTRACTOR, SEE SPECIFICATIONS.

10. 18" DIP RAW WATER INTAKE SHALL REMOVED FROM THE EMBANKMENT BY

NOT BE REPLACED.

NEW WORK. TREES AND SHRUBS REMOVED FROM THE EMBANKMENT WILL

APPURTENANCES TO PRE-CONSTRUCTION CONDITION UPON COMPLETING

9. THE CONTRACTOR SHALL RESTORE WEST LAKE ROAD AND ALL ASSOCIATED

BEACH COUNTY UTILITY, SEE SPECIFICATIONS.

8. 6" PVC POTABLE WATERMAIN TO BE REMOVED AND REPLACED BY PALM

SPECIFICATION 01 11 00.

7. FOR CUTOFF WALL CONSTRUCTION PHASING, SEE DRAWING C-08 AND

ABLE FILL OR CONCRETE.

HERE-IN, THE DIFFERENCE SHALL BE CONSTRUCTED WITH FLOW-

GROUT CUTOFF WALL. IF WORK PLATFORM IS BELOW TOP ELEVATION SHOWN

6. WORKING PLATFORM SURFACE SHALL BE AT LEAST 3' ABOVE TOP OF JET

TO ACCOMODATE CUTOFF WALL CONSTRUCTION. SEE SPECIFICATIONS.

5. OVERHEAD ELECTRIC TO BE REMOVED AND REPLACED BY UTILITY PROVIDER

AND MAINTENANCE OF TRAFFIC.

4. SEE SHEET C-08 FOR SUGGESTED CUTOFF WALL CONSTRUCTION PHASING

LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.

TIME SHALL WEST LAKE ROAD BE TAKEN COMPLETELY OUT OF SERVICE. ONE

LATEST EDITION OF THE FDOT DESIGN STANDARDS, INDEX NO. 603. AT NO

PEDESTRIAN AND VEHICULAR TRAFFIC WILL BE IN ACCORDANCE WITH THE

3. CONSTRUCTION IMPACTS TO WEST LAKE ROAD AND MAINTENANCE OF

COMMENCEMENT.

GROUND UTILITIES CROSSING THE CUTOFF WALL BEFORE CONSTRUCTION

2. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL ABOVE AND BELOW

VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS REFER TO NORTH AMERICAN

C-07A

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

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GRAPHIC SCALE

TIP EL. -40.0

TOP EL. 31.0

CUTOFF WALL

CONVENTIONAL

SIGNAL

TRAFFIC

PIPE EL. 30.3

CROWN OF

PIPE EL. 29.9

CROWN OF

PIPE EL. 37.6

CROWN OF

PIPE EL. 37.1

CROWN OF

PIPE EL. 20.3

CROWN OF

PIPE EL. 19.9

CROWN OF

WIDTH = 24"

BOTTOM CUTOFF WALL = -40.0

TOP OF CUTOFF WALL = 39.1

Y = 862405.3

X = 750316.4

WALL STA. 2537+00.00

EXISTING CUTOFF

E 750141.42

N 862133.47 E 750199.25

N 862221.54

TO BE REMOVED

OVERHEAD ELECTRIC

TO BE REMOVED

OVERHEAD ELECTRIC

TO BE REMOVED

OVERHEAD ELECTRIC

SEE NOTE 5.

ELECTRIC,

OVERHEAD

REMOVED.

18" DIP TO BE

BY CONTRACTOR.

POLE TO BE REMOVED

ELECTRIC POWER

BY CONTRACTOR.

POLE TO BE REMOVED

ELECTRIC POWER

BY CONTRACTOR

POLE TO BE REMOVED

ELECTRIC POWER

AT FEDERAL ROW

18" DIP TO BE CAPPED

EMBANKMENT FILL

WET WELL TO BE FILLED WITH

STUCTURE TO BE REMOVED,

EMBANKMENT FILL

WET WELL TO BE FILLED WITH

STUCTURE TO BE REMOVED,

SEE NOTE 8.

6" PVC CROSSING,

OR CUT AT GRADE

EXTRACT SHEET PILES

OR CUT FLUSH AT GRADE

REMOVE CONCRETE WALL

SUPPORTED STRUCTURE

GRADE, ASSUME 4 PILES

EXTRACT PILES OR CUT AT

OR CUT AT GRADE

EXTRACT SHEET PILES

W E S

T L

A K

E R

O A

D

" D

IP

" P

V C

WIDTH = 24"

BOTTOM CUTOFF WALL = -40.0

TOP OF CUTOFF WALL = 39.4

Y = 860984.1

X = 749293.4

WALL STA. 2542+00.00

EXISTING CUTOFF

S-352

BOTTOM

DITCH

OF BANK

DITCH TOP

N

NOTES:

CONVENTIONAL CUTOFF WALL

JET GROUT

CUTOFF WALL

EXISTING CONVENTIONAL

LEGEND:

40'20'020'

RAMP

RAMP

HOUSE

CONTROL

MINIMUM COVER SEE SPECIFICATIONS.

CUTOFF WALL OR EMBANKMENT FILL. FOR CUTOFF WALL

AND EMBANKMENT CREST ELEVATION SHALL BE SPOIL

5. MATERIAL ABOVE CUTOFF WALL AND BETWEEN ELEVATION 31

AS-BUILT DRAWINGS.

4. SEE DRAWING R-14 THROUGH R-21 FOR S-352

CONCRETE.

SHALL BE CONSTRUCTED WITH FLOWABLE FILL OR

BELOW TOP ELEVATION SHOWN HERE- IN, THE DIFFERENCE

TOP OF JET GROUT CUTOFF WALL. IF WORKING PLATFORM IS

3. WORKING PLATFORM SURFACE SHALL BE AT LEAST 3' ABOVE

THICKNESS.

2. EXISTING RIPRAP IS EXPECTED TO BE APPROX. 18"-24" IN

AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS REFER TO NORTH

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US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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GRAPHIC SCALE

WALL

ABUTMENT

GATE RECESS

ABANDON

REMOVED AND STOCKPILED.

GROUTED RIPRAP TO BE

REMOVED AND STOCKPILED.

GROUTED RIPRAP TO BE

1 1

C-07A C-07A

AND STOCKPILED

RIPRAP TO BE REMOVED

IMPORT RIPRAP

LIMITS OF PROPOSED

CUTOFF WALL

EXISTING E 776061.26

N 920060.95

WIDTH = 24"

BOTTOM CUTOFF WALL = -40.0

TOP OF CUTOFF WALL = 36.5

Y = 920070.3

X = 776125.6

OFFSET 1.08' RT

WALL STA. 1836+93.87

EXISTING CUTOFF

TIP EL. -15

TOP EL. 31.0

CONVENTIONAL CUT OFF WALL

E 776009.66

N 919978.10

TIP EL. -15.0

JET GROUT,

E 776090.95

N 920065.25

E 776021.20

N 919996.64

E

R-16

A

R-17

B

R-17

WIDTH = 24"

BOTTOM CUTOFF WALL = -40.0

TOP OF CUTOFF WALL = 37.1

Y = 919691.2

X = 775872.1

OFFSET 5.4' LT

WALL STA. 1842+56.12

EXISTING CUTOFF

E 775920.82

N 919839.58

RIGHT OF WAY

FEDERAL

TIP EL. -15.0

TOP EL. 31.0

CUTOFF WALL

CONVENTIONAL

SEE SHT. C-07

TOP EL. 25.0

SLAB AND CAP

10 LF OF CONCRETE

E 775974.47

N 919919.83

TIP EL. -15

JET GROUT,

SEE SHT. C-07

TOP EL. 25.0

SLAB AND CAP

LIMITS OF CONCRETE

SEE SHT. C-07

TOP EL. 25.0

SLAB AND CAP

LIMITS OF CONCRETE

SEE SHT. C-07

TOP EL. 25.0

SLAB AND CAP

30 LF OF CONCRETE

IMPORT RIPRAP

385 SY OF

IMPORT RIPRAP

380 SY OF

E 775962.23

N 919901.71

E

CONVENTIONAL CUTOFF WALL

JET GROUT

CUTOFF WALL

EXISTING CONVENTIONAL

LEGEND:

N

NOTES:

(SEE NOTE 4)

BUILDING

OFFICE

40'20'020'

JOINT

FOR CUTOFF WALL MINIMUM COVER SEE SPECIFICATIONS.

SHALL BE SPOIL CUTOFF WALL OR EMBANKMENT FILL.

ELEVATION 31 AND EMBANKMENT CREST ELEVATION

7. MATERIAL ABOVE CUTOFF WALL AND BETWEEN

DRAWINGS.

6. SEE DRAWINGS R-22 THROUGH R-31 FOR S-308 AS-BUILT

FLOWABLE FILL OR CONCRETE.

THE DIFFERENCE SHALL BE CONSTRUCTED WITH

PLATFORM IS BELOW TOP ELEVATION SHOWN HERE-IN,

ABOVE TOP OF JET GROUT CUTOFF WALL. IF WORK

5. WORKING PLATFORM SURFACE SHALL BE AT LEAST 3'

SPECIFICATIONS.

VIBRATION AND MOVEMENT DURING CONSTRUCTION. SEE

4. CONTRACTOR SHALL MONITOR OFFICE BUILDING FOR

IN THICKNESS.

3. EXISTING RIPRAP IS EXPECTED TO BE APPROXIMATE 18"-24"

SPECIFICATION FOR FIXTURE UNIT COUNT.

(CONTRACTOR TO FIELD VERIFY EXACT LOCATION). SEE

SAME LOCATION AS THE EXISTING SEPTIC SYSTEM

NEW SEPTIC SYSTEM SHALL BE CONSTRUCTED IN THE

WITHOUT INTERRUPTION DURING CONSTRUCTION. THE

EXISTING OFFICE. SEWER SERVICE WILL BE MAINTAINED

AND CONSTUCTED BY THE CONTRACTOR TO SERVICE THE

2. A NEW SEPTIC SYSTEM SHALL BE DESIGNED, PERMITTED,

AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS REFER TO NORTH

E 779561.20

N 963590.30

E 779568.72

N 963592.83

OF SANITARY SEWER

APPROXIMATE LOCATION

1376+00

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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DRAWING NO.

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GRAPHIC SCALE

1378+00

1377+00

M W

M W

C-07A

A

R-2 4A

FENCE

EXISTING

FENCE

EXISTING

WIDTH = 24"

BOTTOM CUTOFF WALL = -30.0

TOP OF CUTOFF WALL = 37.6

Y = 963378.9

X = 779690.0

WALL STA. 1376+60

EXISTING CUTOFF

SYSTEM

SEPTIC

EXISTING

E 779605.10

N 963420.75

TIP EL. -21.0

TOP EL. 31.0

CONVENTIONAL CUTOFF WALL

TIP EL. -21.0

TOP EL. 31.0

JET GROUT

E 779563.68

N 963580.70

JOINT SEALANT

½" x ½" ELASTOMERIC

SLAB

CONCRETE

3" COVER

6" 6"18" MIN.

M

IN

4" COVER 6" 6"

INTO SOIL 12"

GEOTEXTILE KEYED

6" BEDDING STONE

GEOTEXTILE

INTO SOIL 12"

GEOTEXTILE KEYED

EXISTING

MATCH

GRADE

EXISTING

GUARDRAIL

EXISTING

CONCRETE

ASPHALTIC

2" TYPE SP-9.5

RIPRAP

4' IMPORT

SPECIFICATIONS

8" LIMEROCK, SEE

SPECIFICATIONS

8" LIMEROCK, SEE

O.C., EW

#4 @ 12"

SLAB

8" CONCRETE

RIPRAP

4' IMPORT

STONE

6" BEDDING

GEOTEXTILE SOIL 12"

KEYED INTO

GEOTEXTILE

COLUMN

JET GROUT

SIDE ONLY)

PVC SLEEVE (SLAB

THIS SHEET)

(SEE DETAIL,

CONCRETE CAP

NOTE 3)

SLAB (SEE

8" CONCRETE

#3 @ 12" O.C.

#6

RIPRAP

4' IMPORT

STONE

6" BEDDING

GEOTEXTILE SOIL 12"

KEYED INTO

GEOTEXTILE

SLAB

CONCRETE

COLUMN

JET GROUT

TRAFFIC BARRIER

TEMPORARY CONCRETE

PHASE I WORK,

INSTALLED

CONCRETE TRAFFIC BARRIER IS

TO BE REMOVED AFTER TEMPORARY

PHASE I WORK, EXISTING GUARDRAIL

WEST LAKE ROAD

CENTERLINE

ANCHOR ADHESIVE

12" O.C. W/ EPOXY

SMOOTH DOWEL @

ANCHOR ADHESIVE

12" O.C. W/ EPOXY

SMOOTH DOWEL @

F

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NOTES:

C-07

SCALE: N.T.S.

EXISTING

MATCH

SCALE: N.T.S.

B

C-08

TORRY ISLAND MAINTENANCE OF TRAFFIC PHASING

SCALE: N.T.S.

PAVEMENT SECTION

ASPHALT LOST TRAIL

2%

SCALE: N.T.S.

LANE PAVEMENT SECTION

PHASE I TEMPORARY BYPASS

M

IS

C E

L L

A N

E O

U S C

R O

S S S

E C

T

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N S A

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S

MIN.

18"

SCALE: N.T.S.

JET GROUT SINGLE LINE WALL

TYPICAL PLAN VIEW OF

STRUCTURES OR CUTOFF WALLS

FOR AREAS NOT NEXT TO EXISTING

NOTE:

MATCH EXISTING

TYPICAL RIP RAP SECTION

SCALE: N.T.S.

EXPANSION JOINT DETAIL

CONCRETE SLAB AND

SCALE: N.T.S.

REVETMENT DETAIL

WITH MONOLITH JOINTS IN EXISTING STRUCTURE.

3. TRANSVERSE JOINTS IN CONCRETE SLAB SHALL COINCIDE

SPECIFICATIONS.

WITH THE ATTACHED PAVEMENT SECTION AND CONTRACT

LOST TRAIL SHALL BE RECONSTRUCTED IN ACCORDANCE

2. SHOULD THE ASPHALT LOST TRAIL BECOME DAMAGED, THE

DURING CONSTRUCTION.

TOR SHALL PROTECT EXISTING ASPHALT LOST TRAIL

OVER THE EXISTING ASPHALT LOST TRAIL, THE CONTRAC-

1. WHERE CUTOFF WALL IS NOT CONSTRUCTED DIRECTLY

SCALE: N.T.S.

EXPANSION JOINT DETAIL

SCALE: N.T.S.

CONCRETE CAP DETAIL

3" COVER

SCALE: N.T.S.

CONCRETE SLAB AND CAP DETAIL

PHASE I - 12' ROAD CLOSURE

(SEE SHEET C-08)

PHASE I - 12' BYPASS LANE

CONSTRUCTION

PHASE I - 12' TEMP BYPASS LANE

IN SERVICE

PHASE II - 12' TEMP BYPASS LANE

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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PHASE II - 24' ROAD CLOSURE

STRUCTURE

EXISTING

DETAIL, THIS SHEET)

JOINT SEALANT (SEE

½" x ½" ELASTOMERIC

DETAIL, THIS SHEET)

JOINT SEALANT (SEE

½" x ½" ELASTOMERIC

DETAIL, THIS SHEET)

JOINT SEALANT (SEE

½" x ½" ELASTOMERIC

STRUCTURE

EXISTING

COLUMNS

JET GROUT

PRIMARY

COLUMNS

JET GROUT

SECONDARY

FILLER STRIP

EXPANSION JOINT

½" THICK PREFORMED

FOOTER

FLOODWALL

EXISTING

F

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NOTES:

SCALE: N.T.S.

SCALE: N.T.S.

C U

T O

F F W

A L

L C

O N

N E

C T

IO

N D

E T

A

IL

S

C-07A

TO CONCRETE STRUCTURE DETAIL

JET GROUT CONNECTION

CONNECTION DETAIL

CONVENTIONAL CUTOFF WALL

JET GROUT TO

UNIT PRICE.

COMPENSATED FOR AT THE ESTABLISHED JET GROUT

THE AS-BUILT LIMITS SHOWN ON THE DRAWINGS WILL BE

TAKEN. JET GROUT COLUMNS CONSTRUCTED OUTSIDE

BEGIN AT THE POINT WHICH A SATISFACTORY SAMPLE IS

SAMPLE IS TAKEN. NEW JET GROUT CUTOFF WALL SHALL

WALL ALIGNMENT BEFORE A SATISFACTORY CORE

MORE THAN 10 FEET INTO AND ALONG THE EXISTING

IT IS EXPECTED THAT THE CONTRACTOR WILL MOVE NO

WALL ALIGNMENT UNTIL FULL DEPTH WALL IS LOCATED.

SHALL MOVE THE CORE INTO AND ALONG THE EXISTING

WALL THROUGHOUT THE FULL DEPTH, THE CONTRACTOR

WALL LOCATION. IF THE CORE FAILS TO LOCATE THE

SPOIL THAT OFTEN OVERLIES THE CONTRACT CUTOFF

CENTER OF THE WALL AND NOT CENTERED IN CURED

THE WALL SHALL CONFIRM THAT THE CORE IS IN THE

CONTRACT DEPTH. EXCAVATION AROUND THE SIDES OF

EXISTING CUTOFF WALL THROUGHOUT ITS FULL

THAT THE FIRST JET GROUT COLUMN IS LOCATED IN

THE NEW JET GROUT WALL. THE CORE SHALL CONFIRM

WALL TO A MINIMUM ELEVATION EQUAL TO THE TIP OF

OF CONVENTIONAL CUTOFF WALL (WALL) FROM TOP OF

CUTOFF WALL, THE CONTRACTOR SHALL CORE THE END

2. TO VERIFY THE STARTING LOCATION OF NEW JET GROUT

TENT WITH THE CONCEPTS SHOWN ON THIS DRAWING.

GOVERNMENT APPROVAL A CONNECTION DETAIL CONSIS-

DRAWING, THE CONTRACTOR SHALL PROPOSE FOR

TYPE OF CUTOFF WALL WHICH IS NOT SHOWN ON THIS

CONNECTED TO. IF THE CONTRACTOR PROPOSES A NEW

CONSTRUCTED AND THE TYPE OF CUTOFF WALL BEING

COMMENSURATE WITH THE TYPE OF CUTOFF WALL BEING

1. THE CONTRACTOR SHALL USE THE CONNECTION DETAIL

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

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N N o

S Y

M Z

O N

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C K

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N E

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N /A

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IC

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N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

C iv il \C -0

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A -N

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STRUCTURE

EXISTING

STRUCTURE

EXISTING

ALIGNMENT

CUTOFF WALL

CUTOFF WALL

CONVENTIONAL

EXISTING

MIN.

18"

JET GROUT

JET GROUT

DIMENSIONED IN PLAN)

3' (UNLESS OTHERWISE

JET GROUT

MIN.

18"

CUTOFF WALL

CONVENTIONAL

CUTOFF WALL

CONVENTIONAL

EXISTING

NOTE 2

CORE, SEE

NOTE 2

CORE, SEE

PRE-DRILLING

CUTOFF WALL NO

CORE CONVENTIONAL

CUTOFF WALL

CONVENTIONAL

PRE-DRILLING

CUTOFF WALL NO

CORE CONVENTIONAL

CUTOFF WALL

CONVENTIONAL

MIN.

12" MIN.

12"

SCALE: N.T.S.

12"

SCALE: N.T.S.

24"

24"

.5

M

IN

CUTOFF WALL CONNECTION DETAIL

TO EXISTING CONVENTIONAL

CONVENTIONAL CUTOFF WALL

M

IN

M

IN

DEMONSTRATION JET GROUT DETAIL

CONVENTIONAL CUTOFF WALL TO

M

IN

BYPASS LANE

TEMPORARY

TRAFFIC BARRIER

TEMPORARY CONCRETE

E

W V

BYPASS LANE

TEMPORARY

CUTOFF WALL

PHASE II

CUTOFF WALL

PHASE I

CUTOFF WALL

PHASE II

CUTOFF WALL

PHASE I

BRIDGE

ONE-WAY

EXISTING

BRIDGE

ONE-WAY

EXISTING

E 750291.75

N 862135.68

E 750291.75

N 862135.68

TRAFFIC BARRIER

TEMPORARY CONCRETE

(SEE NOTE 2)

TREES TO BE REMOVED

(SEE NOTE 3)

EXISTING GUARDRAIL

C

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C-08

PHASE I

PHASE II

W E S

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40'20'020'

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E

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

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J A

C K

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IN

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D E

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M E

N T O

F T

H E A

R M

Y D

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IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

C iv il \C -0

A -N

A N

H E

R B

E R

T H

O O

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IK

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IT

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A C

H I C

U T

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GRAPHIC SCALE

W V

NOTES:

LEGEND:

PHASE I CUTOFF WALL

PHASE II CUTOFF WALL

BARRIER

TEMPORARY CONCRETE

ROAD CLOSURE

TENANCE OF TRAFFIC AT TORRY ISLAND.

4. SEE SPECIFICATION SECTION 01 11 00 FOR MAIN-

GUARDRAIL MUST BE INSTALLED.

PLACING WEST LAKE ROAD BACK INTO SERVICE,

AND II CONSTRUCTION COMPLETION AND PRIOR TO

PHASE I CONSTRUCTION ACTIVITIES. AFTER PHASE I

3. EXISTING GUARDRAIL TO BE REMOVED DURING

BYPASS LANE.

2. REMOVE TREES WITHIN FOOTPRINT OF TEMPORARY

COMPLETELY OUT OF SERVICE.

603. AT NO TIME WILL WEST LAKE ROAD BE TAKEN

EDITION OF THE FDOT DESIGN STANDARDS, INDEX NO.

TRAFFIC WILL BE IN ACCORDANCE WITH THE LATEST

MAINTENANCE OF PEDESTRIAN AND VEHICULAR

1. CONSTRUCTION IMPACTS TO WEST LAKE ROAD AND

B

C-0

B

C-0

(SEE SHEETS C-09 & C-10)

PHASE I ROAD CLOSURE

(SEE SHEETS C-09 & C-10)

PHASE II ROAD CLOSURE

TRAFFIC

VEHICULAR

ONE-WAY

TRAFFIC

VEHICULAR

ONE-WAY

R=25'

R=25'

W E S

T L

A K

E R

O A

D

PHASE IPHASE II

PHASE II PHASE I

C-09

IV

IL

M A

IN

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N A

N C

E O

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F F

IC

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P L

O T D

A T

E

C O

N T

R A

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

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N V

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L E F

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ID

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L E D

IS

T R

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IN

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A B

C D

D E

P A

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M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

C iv il \C -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

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H I C

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H C

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B E

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IT

T E

D B

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P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

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ID

A

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C K

S O

N V

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L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

C iv il \C -1

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

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R O J E

C T

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A C

H I C

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F W

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L O

S U

SHEET C-02

CUTOFF WALL, SEE

JET GROUT

SHEET C-02

CUTOFF WALL, SEE

JET GROUT

R-01

R E

S O

U R

C E

A S -B

U

IL

T

S -2 P

L A

N

D E

S

IG

N E

R

D R

W N

C H

K D

F

IL

E N

A M

E H

E R

NOTES:

NAVD88 IS -1.3'.

DATUM. THE APPROXIMATE CONVERSION TO

SHOWN ARE REFERENCED TO MEAN SEA LEVEL

3. UNLESS OTHERWISE NOTED, ELEVATIONS

DRAWING.

2. NEW WORK SHOWN ON THIS REFERENCE

CONTRACT.

MATION USED IN THE PERFORMANCE OF THIS

VERIFYING THE REFERENCE DRAWING INFOR-

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR

1. THIS SHEET IS INCLUDED FOR REFERENCE

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B E

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S U

B M

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T E

D B

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P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

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L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \R e s o u rc e \R -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

IO

N P

R O J E

C T

R E

A C

H I C

U T

O F

F W

A L

L G

A P C

L O

S U

CUTOFF WALL

3' WIDE JET GROUT

CUTOFF WALL

JET GROUT

SEE NOTE 3

CUTOFF WALL,

3' WIDE JET GROUT

6' MIN.

CUTOFF WALL

3' WIDE JET GROUT

SECTION

DEMONSTRATION

18" MIN. JET GROUT

CUTOFF WALL

18" MIN. JET GROUT

RECESS

BULKHEAD

TRAINING WALL

DISCHARGE

10' MIN. 10' MIN.

R-02

R E

S O

U R

C E

A S -B

U

IL

T

D E

S

IG

N E

R

D R

W N

C H

K D

F

IL

E N

A M

E H

E R

E S -2 G

E N

E R

A L P

L A

N A

N D S

E C

T

IO

N S

NOTES:

SECTION

NOT TO SCALEC-02

B&C

S-351

(NAVD88)

ELEV. -27.0

(NAVD88)

ELEV. -27.0

(NAVD88)

ELEV. -27.0

NAVD88 IS -1.3'.

DATUM. THE APPROXIMATE CONVERSION TO

SHOWN ARE REFERENCED TO MEAN SEA LEVEL

4. UNLESS OTHERWISE NOTED, ELEVATIONS

35 41 17.

STRUCTURE, SEE SPECIFICATION SECTION

3. 3 FEET MIN. OF JET GROUT CONTACT WITH

DRAWING.

2. NEW WORK SHOWN ON THIS REFERENCE

OF THIS CONTRACT.

INFORMATION USED IN THE PERFORMANCE

VERIFYING THE REFERENCE DRAWING

1. THE CONTRACTOR IS RESPONSIBLE FOR

TOP ELEV. 25.0

TOP ELEV. 22.0

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D B

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O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \R e s o u rc e \R -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

IO

N P

R O J E

C T

R E

A C

H I C

U T

O F

F W

A L

L G

A P C

L O

S U

R-03

E

S O

U R

C E

A S -B

U

IL

T

D E

S

IG

N E

R

D R

W N

C H

K D

F

IL

E N

A M

E H

E R

E S -2 T

R A

IN

IN

G W

A L

L P

L A

N A

N D S

E C

T

IO

N S

NOTES:

SHOWN ARE REFERENCED TO MEAN SEA LEVEL

3. UNLESS OTHERWISE NOTED, ELEVATIONS

DRAWING.

2. NO NEW WORK SHOWN ON THIS REFERENCE

CONTRACT.

MATION USED IN THE PERFORMANCE OF THIS

VERIFYING THE REFERENCE DRAWING INFOR-

1. THE CONTRACTOR IS RESPONSIBLE FOR

A

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C K

D B

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D A

T E

F

IL

E N

U M

B E

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S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \R e s o u rc e \R -0

A -N

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L O

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DETAIL

SEE SHEET R-03B FOR

SHEET C-02 FOR PLAN

CUTOFF WALL, SEE

JET GROUT

RECESS

BULKHEAD

WALL

TRAINING

DISCHARGE

DETAIL

SEE SHEET R-03B FOR

SHEET C-02 FOR PLAN

CUTOFF WALL, SEE

JET GROUT

RECESS

BULKHEAD

WALL

TRAINING

DISCHARGE

D E

S

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NOTES:

R E

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T

R-03A

2. NEW WORK SHOWN ON THIS REFERENCE DRAWING.

CONTRACT.

MATION USED IN THE PERFORMANCE OF THIS

VERIFYING THE REFERENCE DRAWING INFOR-

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR

1. THIS SHEET IS INCLUDED FOR REFERENCE

S -2 P

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

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J A

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A S S

H O

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J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \R e s o u rc e \R -0

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A

47'-0"

47'-0"

SEE DETAIL SHEET C-07

8" CONCRETE SLAB,

(SEE NOTE ABOVE)

FOR 4 MONOLITHS ONLY

TIMBER PILES AS REQ'D

JET GROUT

3' WIDE

OF WATERSTOP)

EL. 24.7 (BOTTOM

(SEE NOTE ABOVE)

FOR 4 MONOLITHS ONLY

TIMBER PILES AS REQ'D

SEE DETAIL SHEET C-07

8" CONCRETE SLAB,

TRAINING WALL

SOUTH DISCHARGE

TRAINING WALL

NORTH DISCHARGE

FOUNDATION

TRAINING WALL

DISCHARGE

FOUNDATION

TRAINING WALL

DISCHARGE

JET GROUT

3' WIDE

NOTE:

LAKESIDE

LANDSIDE

JOINTS

CONSTR.

9'-6"

20'-6"

17'-6"

1'-3"

NOTE:

JOINTS

CONSTR.

9'-6"

20'-6"

17'-6"

1'-3"

2'-0"

EL. 43.7

EL. 41.7

EL. 43.2

EL. 26.2

2'-0"1'-0"

EL. 30.7 6"

6"

EL. 24.2

2'-0"

EL. 43.7

EL. 41.7

EL. 43.2

EL. 26.2

EL. 24.2

2'-0"1'-0"

EL. 30.7 6"

6"

2'-8" 11 ROWS @ 4'-3" = 42'-6" 4'-10"

50'-0" MONOLITH

11 ROWS @ 4'-3" = 42'-6" 2'-8½"4'-9½"

BE 30 FEET.

2. LENGTH OF ALL TIMBER BEARING PILES TO

STATION.

EACH MONOLITH ABUTTING EACH PUMPING

1. TIMBER BEARING PILES REQUIRED ONLY FOR

BE 30 FEET.

2. LENGTH OF ALL TIMBER BEARING PILES TO

STATION.

EACH MONOLITH ABUTTING EACH PUMPING

1. TIMBER BEARING PILES REQUIRED ONLY FOR

CUTOFF WALL

JET GROUT

DETAIL SHEET C-07

SEE REVETMENT

CONCRETE CAP,

EL. 29.2

MONOLITH JOINTS

WATER STOP AT

STATION.

END AT EACH PUMPING

V RECESS AT WESTERLY

KEY

FIBER TUBES

CENTERLINE

RECESS

BULK HEAD

EMERGENCY

RECESS

BULK HEAD

EMERGENCY

EL. 29.2

STATION.

END AT EACH PUMPING

V RECESS AT WESTERLY

KEY

FIBER TUBES

CENTERLINE

MONOLITH JOINTS

WATER STOP AT

DETAIL SHEET C-07

SEE REVETMENT

CONCRETE CAP,

CUTOFF WALL

JET GROUT

D E

S

IG

N E

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D R

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NOTES:

R E

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S -2 T

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LAYOUT OF TIMBER PILING (TYPICAL)

NOT TO SCALE

R-03B

ELEV. -27.0

FLOODWALL SECTION

C-02

A

NOT TO SCALE

ELEV. 27.0

ELEV. -27.0

FLOODWALL SECTION

C-02

E

NOT TO SCALE

2. NEW WORK SHOWN ON THIS REFERENCE DRAWING.

CONTRACT.

MATION USED IN THE PERFORMANCE OF THIS

VERIFYING THE REFERENCE DRAWING INFOR-

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR

1. THIS SHEET IS INCLUDED FOR REFERENCE

NOT TO SCALE

ELEV. 22.0

PARTIAL PLAN VIEW JET GROUT CONNECTION

NORTH & SOUTH WALL

STRUCTURE S-2

LANDSIDELAKESIDE

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C A

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P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

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ID

A

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L E D

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T R

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S O

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IN

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A B

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D E

P A

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M E

N T O

F T

H E A

R M

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N E

D B

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N /A

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N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \R e s o u rc e \R -0

BA

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SHEET C-03

CUTOFF WALL, SEE

JET GROUT

SHEET C-02

CUTOFF WALL, SEE

JET GROUT

FLOODWALL

R-04

R E

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NOTES:

S -3

P

L A

N

SHOWN ARE REFERENCED TO MEAN SEA LEVEL

3. UNLESS OTHERWISE NOTED, ELEVATIONS

DRAWING.

2. NEW WORK SHOWN ON THIS REFERENCE

CONTRACT.

MATION USED IN THE PERFORMANCE OF THIS

VERIFYING THE REFERENCE DRAWING INFOR-

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR

1. THIS SHEET IS INCLUDED FOR REFERENCE

A

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T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

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A

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L E D

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T R

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S O

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R S

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C D

D E

P A

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M E

N T O

F T

H E A

R M

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N E

D B

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N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

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SEE NOTE 3

CUTOFF WALL,

3' WIDE JET GROUT

SHEET C-02

CUTOFF WALL, SEE

18" WIDE JET GROUT

R-05

R E

S O

U R

C E

A S -B

U

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D E

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N E

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D R

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NOTES:

S -3

S

E C

T

IO

N S

SECTION

NOT TO SCALEC-02

D

MIN.

6'

SHOWN ARE REFERENCED TO MEAN SEA LEVEL

4. UNLESS OTHERWISE NOTED, ELEVATIONS

STRUCTURE, SEE SPECIFICATION SECTION 35 41 17.

3. 3 FT. MINIMUM OF JET GROUT CONTACT WITH

DRAWING.

2. NEW WORK SHOWN ON THIS REFERENCE

CONTRACT.

MATION USED IN THE PERFORMANCE OF THIS

VERIFYING THE REFERENCE DRAWING INFOR-

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR

1. THIS SHEET IS INCLUDED FOR REFERENCE

(NAVD88)

ELEV. -27.0

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D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

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ID

A

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L E D

IS

T R

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S O

F E

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IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u n p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \R e s o u rc e \R -0

A -N

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