01_DRAFT_CNT2_Plans_4Civil_Part15.pdf

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EXISTING BORROW PIT

SEE SHEET CZ0024

SLURRY WALL DEPTH TRANSITION,

STA 214+50

D-511 EMBANKMENT CENTERLINE

TERMINATION, SEE SHEET CZ0029

TEMPORARY SLURRY WALL

STA 203+75

TERMINATION, SEE SHEET CZ0029

TEMPORARY SLURRY WALL

STA 146+25

D-511 EMBANKMENT CENTERLINE

SEE SHEET CZ0024

SLURRY WALL DEPTH TRANSITION,

STA 267+95

SEE SHEET CZ0024

SLURRY WALL DEPTH TRANSITION,

STA 441+90.56

SEE SHEET CZ0024

SLURRY WALL DEPTH TRANSITION,

STA 402+00

SEE SHEET CZ0024

SLURRY WALL DEPTH TRANSITION,

STA 311+55

SEE SHEET CZ0024

SLURRY WALL DEPTH TRANSITION,

STA 29+50

S-506A (SEE NOTE 4)

EXCAVATION SUPPORT SYSTEM AT

ACCOMODATE CONSTRUCTION OF

BEGIN 4' WIDE SLURRY WALL TO

STA 0+90

S-506A (SEE NOTE 4)

EXCAVATION SUPPORT SYSTEM AT

ACCOMODATE CONSTRUCTION OF

END 4' WIDE SLURRY WALL TO

STA 1+95

BOTTOM ELEV -35'

11,675 LF

SEGMENT 7

BOTTOM ELEV -15'

3,127 LF

SEGMENT 6

BOTTOM ELEV -10'

3,991 LF

SEGMENT 4

BOTTOM ELEV -30'

5,345 LF

SEGMENT 2

BOTTOM ELEV -35'

1,075 LF

SEGMENT 1

BOTTOM ELEV -25'

1,993 LF

SEGMENT 3

BOTTOM ELEV -25'

2,583 LF

SEGMENT 5

11675146+2529+50-357

295029+500+00-156

177313+32311+55-156

2383311+55287+72-255

200402+00400+00-255

3991441+91402+00-104

191443+91442+00-253

1802285+97267+95-253

5345267+95214+50-302

1075214+50203+75-351

LENGTH (ft)STATION INTERVAL

(FT)

BOTTOM ELEV

SEGMENT

SLURRY WALL SUMMARY

(SEE NOTE 4)

WITH S-506A

INTERFACE

SLURRY WALL

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I I on any electronic copies.

the signature must be verified signed and sealed and document are not considered

Printed copies of this

Vincent Joseph Severance signed and sealed by

This item has been digitally

License No. 93101

Professional Engineer, State of Florida, Vincent Joseph Severance, B R

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SLURRY WALL PLAN

GENERAL NOTES

SHEET KEYNOTES

CENTERLINE. SEE SHEET CZ0017.

SLURRY WALL DOWNSTREAM EDGE 7.0' LT OFFSET FROM D-511 EMBANKMENT 4.

CANAL C/3 ALONG THE EASTERN LIMITS OF THE PROJECT.

DURING CONSTRUCTION THE CONTRACTOR MUST MAINTAIN FLOW OF EXISTING 3.

CANAL B/4 FROM THE SOUTHWEST 36TH STREET CROSSING TO THE C-11 CANAL.

DURING CONSTRUCTION THE CONTRACTOR MUST MAINTAIN FLOW OF EXISTING 2.

LENGTH OF EXISTING CANAL A/5.

DURING CONSTRUCTION THE CONTRACTOR MUST MAINTAIN FLOW FOR ENTIRE 1.

N

CENTERLINE, SEE SHEET CZ0017 FOR MORE DETAILS.

REMAINING A CONSTANT 7' OFFSET FROM THE D-511 EMBANKMENT

WALL WIDTH INCREASES TO 4' WITH THE DOWNSTREAM EDGE OF THE WALL

SEE SHEET S-2801 FOR SLURRY WALL INTERFACE WITH S-506A. SLURRY 4.

SCARIFIED AS REQUIRED BY SECTION 35 73 13.

FILL, IN-PLACE COMPACTED FILL MUST BE MOISTURE CONDITIONED AND

BY SECTION 02 35 29. PRIOR TO PLACEMENT OF ADDITIONAL EMBANKMENT

CONTRACTOR’S TEMPORARY WORKBENCH MUST BE REMOVED AS REQUIRED

MINIMUM REQUIRED STRENGTH, DELETERIOUS MATERIALS ON THE

UPON COMPLETION OF SLURRY WALL INSTALLATION AND ACHIEVING THE

INTEGRITY OF THE SLURRY WALL DURING SUBSEQUENT CONSTRUCTION.

REQUIRED STRENGTH SHOULD BE ACHIEVED TO AVOID ANY DAMAGE TO THE

PILES AND PLACEMENT OF COMPACTED FILL TO DESIGN GRADES. MINIMUM

SEEPAGE COLLECTION SYSTEM AND TOE DRAIN, INSTALLATION OF SECANT

STARTING ASSOCIATED WORK TO INCLUDE BUT NOT LIMITED TO THE

REQUIRED STRENGTH IN ACCORDANCE WITH SECTION 02 35 29 PRIOR TO

THE SLURRY WALL MUST BE INSTALLED AND CURED TO THE MINIMUM 3.

INDICATED IN SPECIFICATION SECTION 02 35 29.

FOUNDATION. LIMITS FOR LENGTH OF OPEN UNSUPPORTED TRENCH ARE AS

WITH 35 73 13, AND WILL INCLUDE PORTIONS OF THE EMBANKMENT

TEMPORARY WORK BENCH WHICH MUST BE CONSTRUCTED IN ACCORDANCE

SECTION 02 35 29. CONSTRUCTION WILL REQUIRE INSTALLATION OF A

CONSTRUCTION OF THE SLURRY WALL MUST BE IN ACCORDANCE WITH 2.

COMPLETION OF SLURRY WALL.

THE CONTRACTOR MAY PROGRESS WITH CONSTRUCTION PRIOR TO

THE PROJECT. IN LOCATIONS OUTSIDE OF THE SLURRY WALL ALIGNMENT,

TESTING OF THE SLURRY WALL IS COMPLETED AS AN EARLY WORK ITEM ON

CONTRACTOR MUST SEQUENCE THE WORK SUCH THAT INSTALLATION AND 1.

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C-11 IMPOUNDMENT

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C-11 IMPOUNDMENT

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NDRAFT

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