01_DRAFT_CNT2_Plans_4Civil_Part31.pdf

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W E

L L

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

-3.07.7DOWNSTREAM TOE75422+00C11IMP14-GW-7

SOILS

SURFICIAL ORGANIC

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

0.09.8DOWNSTREAM TOE58422+05C11IMP14-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

-15.011.7DOWNSTREAM SLOPE40422+00C11IMP14-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

2.511.7DOWNSTREAM SLOPE40422+05C11IMP14-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.017.5DOWNSTREAM SLOPE11422+00C11IMP14-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST-7422+00C11IMP14-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST-7422+05C11IMP14-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.2UPSTREAM SLOPE-36422+00C11IM14-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.2UPSTREAM SLOPE-50422+00C11IMP14-PS-1

SOILS

SURFICIAL ORGANIC

VWPN/A0.04.5IMPOUNDMENT-110422+00C11IMP14-VWP-1

IMP 14

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-3.010.2DOWNSTREAM TOE56407+00C11IMP13-GW-7

SOILS

SURFICIAL ORGANIC

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

0.010.5DOWNSTREAM TOE52407+05C11IMP13-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

-15.011.8DOWNSTREAM SLOPE30407+00C11IMP13-GW-5

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

-2.511.8DOWNSTREAM SLOPE30407+05C11IMP13-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE11407+00C11IMP13-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST-10407+00C11IMP13-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST-10407+05C11IMP13-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.2UPSTREAM SLOPE-36407+00C11IM13-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.2UPSTREAM SLOPE-50407+00C11IMP13-PS-1

SOILS

SURFICIAL ORGANIC

VWPN/A0.04.5IMPOUNDMENT-110407+00C11IMP13-VWP-1

IMP 13

Material

Instrument Type Surface

Tip Elev.

Ground Instrument ID

C-11 SURVEILLANCE AND MONITORING PROGRAM

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-15.06.6DOWNSTREAM TOE-90291+85C11IMP12-GW-7

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-0.56.6DOWNSTREAM TOE-90291+90C11IMP12-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-15.08.6DOWNSTREAM SLOPE-42291+85C11IMP12-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.58.6DOWNSTREAM SLOPE-42291+90C11IMP12-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-11291+85C11IMP12-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

2.518.5CREST10291+85C11IMP12-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST10291+90C11IMP12-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.2UPSTREAM SLOPE36291+85C11IM12-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5UPSTREAM SLOPE50291+85C11IMP12-PS-1

SOILS

SURFICIAL ORGANIC

VWPN/A2.54.2IMPOUNDMENT100291+85C11IMP12-VWP-1

IMP 12

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-10.06.0DOWNSTREAM TOE-92276+00C11IMP11-GW-7

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-2.06.0DOWNSTREAM TOE-92276+05C11IMP11-GW-6

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-2.07.1DOWNSTREAM SLOPE-42276+00C11IMP11-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.58.5DOWNSTREAM SLOPE-38276+05C11IMP11-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-11276+00C11IMP11-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST10276+00C11IMP11-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST10276+05C11IMP11-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.0UPSTREAM SLOPE36276+00C11IM11-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.2UPSTREAM SLOPE50276+00C11IMP11-PS-1

SOILS

SURFICIAL ORGANIC

VWPN/A1.04.9IMPOUNDMENT110276+00C11IMP11-VWP-1

IMP 11

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-7.06.0DOWNSTREAM TOE-92256+00C11IMP10-GW-7

SURFICIAL SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

1.56.0DOWNSTREAM TOE-92256+05C11IMP10-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-7.08.3DOWNSTREAM SLOPE-42256+00C11IMP10-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.58.3DOWNSTREAM SLOPE-42256+05C11IMP10-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-11256+00C11IMP10-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST10256+00C11IMP10-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST10256+05C11IMP10-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.0UPSTREAM SLOPE36256+00C11IM10-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.2UPSTREAM SLOPE50256+00C11IMP10-PS-1

SURFICIAL SILTY SANDVWPN/A1.04.6IMPOUNDMENT110256+00C11IMP10-VWP-1

IMP 10

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-7.06.0DOWNSTREAM TOE-92236+00C11IMP9-GW-7

SURFICIAL SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

1.06.0DOWNSTREAM TOE-92236+05C11IMP9-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-7.08.5DOWNSTREAM SLOPE-42236+00C11IMP9-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.58.5DOWNSTREAM SLOPE-42236+05C11IMP9-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-11236+00C11IMP9-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST10236+00C11IMP9-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST10236+05C11IMP9-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.511.9UPSTREAM SLOPE36236+00C11IMP9-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.2UPSTREAM SLOPE50236+00C11IMP9-PS-1

SURFICIAL SILTY SANDVWPN/A1.04.5IMPOUNDMENT110236+00C11IMP9-VWP-1

IMP 9

Material

Instrument Type Surface

Tip Elev.

Ground Instrument ID

C-11 SURVEILLANCE AND MONITORING PROGRAM

BE CONFIRMED FOLLOWING INITIAL SURVEY AFTER CONSTRUCTION COMPLETION.

CREST CENTERLINE AT DESIGN ELEVATION OF 18.6 FEET (NAVD 88). ELEVATIONS TO

1. SURVEY SETTLEMENT MARKERS MUST BE LOCATED ALONG THE EMBANKMENT

NOTES:

260+00CSM-10597+50CSM-40

442+50CSM-144257+50CSM-10495+00CSM-39

440+00CSM-143255+00CSM-10392+50CSM-38

437+50CSM-142252+50CSM-10290+00CSM-37

435+00CSM-141250+00CSM-10187+50CSM-36

432+50CSM-140247+50CSM-10085+00CSM-35

430+00CSM-139245+00CSM-9982+50CSM-34

427+50CSM-138242+50CSM-9880+00CSM-33

425+00CSM-137240+00CSM-9777+50CSM-32

422+50CSM-136237+50CSM-9675+00CSM-31

420+00CSM-135235+00CSM-9572+50CSM-30

417+50CSM-134232+50CSM-9470+00CSM-29

415+00CSM-133230+00CSM-9367+50CSM-28

412+50CSM-132227+50CSM-9265+00CSM-27

410+00CSM-131225+00CSM-9162+50CSM-26

407+50CSM-130222+50CSM-9060+00CSM-25

405+00CSM-129220+00CSM-8957+50CSM-24

402+50CSM-128217+50CSM-8855+00CSM-23

400+00CSM-127215+00CSM-8752+50CSM-22

312+50CSM-126212+50CSM-8650+00CSM-21

310+00CSM-125210+00CSM-8547+50CSM-20

307=50CSM-124207+50CSM-8445+00CSM-19

305+00CSM-123142+50CSM-5842+50CSM-18

302+50CSM-122140+00CSM-5740+00CSM-17

300+00CSM-121137+50CSM-5637+50CSM-16

297+50CSM-120135+00CSM-5535+00CSM-15

295+00CSM-119132+50CSM-5432+50CSM-14

292+50CSM-118130+00CSM-5330+00CSM-13

290+00CSM-117127+50CSM-5227+50CSM-12

287+50CSM-116125+00CSM-5125+00CSM-11

285+00CSM-115122+50CSM-5022+50CSM-10

282+50CSM-114120+00CSM-4920+00CSM-9

280+00CSM-113117+50CSM-4817+50CSM-8

277+50CSM-112115+00CSM-4715+00CSM-7

275+00CSM-111112+50CSM-4612+50CSM-6

272+50CSM-110110+00CSM-4510+00CSM-5

270+00CSM-109107+50CSM-4407+50CSM-4

267+50CSM-108105+00CSM-4305+00CSM-3

265+00CSM-107102+50CSM-4202+50CSM-2

262+50CSM-106100+00CSM-410+00CSM-1

Inst. IDInst. IDInst. ID

EMBANKMENT SURVEY SETTLEMENT MARKERS

C-11 SURVEILLANCE AND MONITORING PROGRAM

2. VWPS = VIBRATING WIRE PRESSURE SENSOR (LOW-PRESSURE)

APPROXIMATELY 6 INCHES ABOVE DESIGN INVERT.

1. INSTRUMENT TIP ELEVATION IS BASED UPON DESIGN INVERT ELEVATION. TIP ELEVATION MUST BE

NOTES:

VWPS1.5-35254+99.43C11IMP10-VWPS-1IMP 10

VWPS1.5-35236+99.43C11IMP9-VWPS-1IMP 9

VWPS1.5-35140+98.53C11IMP5-VWPS-1IMP 5

VWPS1.5-3564+27.5C11IMP3-VWPS-1IMP 3

VWPS1.5-3501+66.11C11IMP1-VWPS-1IMP 1

Instrument Type

Tip Elev.

Instrument ID

EMBANKMENT TOE DRAIN MONITORING

C-11 SURVEILLANCE AND MONITORING PROGRAM

S O

L

IC

IT

A

T

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N N

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B Y

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B Y

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

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J O

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U R

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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

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

N T

R A

C T

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-1 I

M P

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N D

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A N

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IT

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A T

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N

A R

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A

B R

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V E

A R

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C T

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IV

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VWP = VIBRATING WIRE PIEZOMETER3.

TIME OF INSTALLATION.

ELEVATION AND SCREENED ZONE MUST BE DETERMINED IN THE FIELD AT THE

TYPICAL DESIGN CROSS SECTIONS AND SELECT BORING LOGS. THE FINAL TIP

INSTRUMENT TIP ELEVATION AND SCREENED MATERIAL ARE BASED UPON 2.

FOLLOWING INSTRUMENTATION INSTALLATION.

DOCUMENTS. THE FINAL SURFACE ELEVATIONS SHOULD BE SURVEYED

GROUND SURFACE ELEVATIONS HAVE BEEN ESTIMATED FROM THE DESIGN 1.

GENERAL NOTES

C O

N

TR

AC

T

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- F O

R

IN

FO

R

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AT

IO

N

O N

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N O

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IE

W

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N

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C O

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NDRAFT

k3endlml Stamp

CF0077

T Y

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A1

TYPICAL INSTRUMENTATION CROSS SECTION

D1

TYPICAL INSTRUMENTATION PLAN

AS SHOWN ON PLAN VIEW

OFFSET 5' FROM SECTION

ELECTRICAL PLANS) -

JUNCTION BOX (SEE

SURGE PROTECTION

BLANKET DRAIN

TOE DRAIN

CHIMNEY DRAIN

RTU/DATA COLLECTOR OFFSET FROM SECTION AS SHOWN ON PLAN

SURVEY SETTLEMENT MARKER

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

CANAL ARMORING

2" CONDUIT (TYP.)

EXISTING GRADE

INSPECTION ROAD

INTERNALCL D-511 EMBANKMENT

ACCESS ROAD

BENCH

DRAINAGE DITCH

LIMITS OF MUCK EXCAVATION

C11IMPXX-VWPS-1

C11IMPXX-GW-6

C11IMPXX-GW-7

C11IMPXX-GW-1

C11IMPXX-GW-4

C11IMPXX-GW-3C11IMPXX-GW-5

C11IMPXX-PS-1

C11IMPXX-GW-2

C11IMPXX-PS-2

CANAL TOE

TOP OF BANK

RTU/DATA COLLECTOR

C-511 CANAL CL

C11IMPXX-VWP-1

VEHICLE BOLLARD

VEHICLE BOLLARD (TYP)

FROM SECTION AS SHOWN ON PLAN VIEW

(SEE ELECTRICAL PLANS) - OFFSET 5'

SURGE PROTECTION JUNCTION BOX

MANHOLE LOCATIONS

BOX OFFSET 5' FROM SELECTED

SURGE PROTECTION JUNCTION

SLURRY WALL

-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-40

-20

-40

S O

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

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J O

I N

T V

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U R

E N

J V

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

O W

A R

D C

O U

N T

Y

F L

O R

ID

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(HORIZ.) (VERT.)

20' 40'0 20' 40'0

GENERAL NOTESGENERAL NOTES

SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS.

REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 5.

AND CF0083.

TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS CF0082 4.

AND IZ0045.

RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS IZ0044 3.

INSTRUMENT, REFER TO SHEETS CF0078 THROUGH CF0081.

INSTRUMENTATION MONITORING CROSS-SECTION AND/OR SPECIFIC

GEOMETRY, AND RELATED INFORMATION. FOR SPECIFIC DETAILS ON AN

DEPENDENT UPON SUBSURFACE STRATIGRAPHY, CONSTRUCTED EMBANKMENT

2. INSTRUMENTATION LOCATION IN BOTH SECTION AND PLAN VIEW ARE

INSTRUMENT.

MAY NOT BE INDICATIVE OF THE ELEVATIONS OR LOCATIONS FOR A GIVEN

IDEALIZED FOR A TYPICAL INSTRUMENTATION MONITORING CROSS-SECTION AND

INSTRUMENT ELEVATIONS AND LOCATIONS SHOWN ON THIS SHEET ARE 1.

TYPICAL PLAN AND SECTION

C-511 CANAL

EL. VARIES

EL. VARIES

(TYP.)

PIEZOMETERS

DOWNSTREAM VW

EL. 2.5'

EL. VARIES

EL. 8.0'

D-511 EMBANKMENT

EL. 8.5'

EL. VARIES

EL. 4.0'

EL. 8.5'

EL. VARIES

N

(HORIZ.)

-20

3H:1V 3H:1V3H:1V

3H:1V 3H:1V 3H:1V3H:1V

3H:1V

20' 40'0

SHEET CF0004)

TIP ELEVATION TABLE ON

EL. VARIES (SEE SLURRY WALL

CZ0010

E6

CZ0010

A6

CF0077

A1

C O

N

TR

AC

T

M

O D

- F O

R

IN

FO

R

M

AT

IO

N

O N

LY

N O

T R

EV

IE

W

ED

N

O T

FO

R

C O

N

ST

R U

C

TI

O N

/0

6/

C O

N

TR

AC

T

M

O D

- F

IN

AL

N O

T

FO

R C

O N

ST

R

U C

TI

O

NDRAFT

INSTRUMENTATION CROSS SECTION IMP1 - D-511 STA 4+00

C1

INSTRUMENTATION CROSS SECTION IMP2 - D-511 STA 34+49

INSTRUMENTATION CROSS SECTION IMP3 - D-511 STA 65+00

E1

CHIMNEY DRAIN

DRAIN

BLANKET

C11IMP1

RTU/DATA COLLECTOR

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

S H

E E

T

O F

T Y

P

IC

A L

D A

M E

M B

A N

K M

E N

T

IN

S

T R

U M

E N

T A

T

IO

N C

R O

S S

S E

C T

IO

N

S

CF0078

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

CHIMNEY DRAINDRAIN

BLANKET

TOE DRAIN

C11IMP2

RTU/DATA COLLECTOR

DRAIN

BLANKET

TOE DRAIN

CHIMNEY DRAIN

C11IMP3

RTU/DATA COLLECTOR

MARKER

SURVEY SETTLEMENT

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

CANAL ARMORING

CANAL ARMORING

2" CONDUIT (TYP.)

2" CONDUIT (TYP.)

2" CONDUIT (TYP.)

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

W W

E B

E R

S

P O

P H

A M

V

S E

V E

R A

N C

E

T G

R E

E N

W E

L L

BOX PLACEMENT REFERENCE

SURGE PROTECTION JUNCTION

GRADING SHOWN AT 34+44 FOR

SLURRY WALL

SLURRY WALL

SLURRY WALL

(TYP.)

PIEZOMETERS

DOWNSTREAM VW

TOE DRAIN

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-40 -40

-20 -20

0 0

20 20

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-40 -40

-20 -20

0 0

20 20

40 40

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-20 -20

0 0

20 20

40 40

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

F

IL

E N

A M

E

D R

A W

IN

G

D A

T E

A N

S I

D

W

E P

-2

-C -X

X X

X

JA

C

K S

O N

V

IL

L E

D

IS

T R

IC

T

S

A N

M A

R C

O B

L V

D

J A

C K

S O

N V

IL

L

E F

L

C

-1 C

N T

C

-C F

.d g n

U s e r:

m lu h

/1

/2

/0

/2

/0

/2 n te c T

E T

R A

T E

C H

J O

I N

T V

E T

U R

E N

J V

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

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

N T

R A

C T

C

-1 I

M P

O U

N D

M E

N T

A N

D M

IT

IG

A T

IO

N

A R

E A

A

B R

O W

A R

D C

O U

N T

Y W

A T

E R

P R

E S

E R

V E

A R

E A

S P

R O

J E

C T

C O

M P

R E

H E

N S

IV

E

E V

E R

G L

A D

E S

R E

S T

O R

A T

IO

N

P L

A N

C

E R

P

W E

P R

C O

N T

R A

C T

R

T A

S U

B M

IT

T

A L

(HORIZ.) (VERT.)(HORIZ.) (VERT.)

20' 40'0 20' 40'0

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

(HORIZ.) (VERT.)(HORIZ.) (VERT.)

20' 40'0 20' 40'0

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

(HORIZ.) (VERT.)

20' 40'0

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

C-511 CANAL

(TYP.)

PIEZOMETERS

DOWNSTREAM VW

D-511 EMBANKMENT

EL. -8.0' EL. -8.0'

EL. 2.5'

EL. 8.0'EL. 8.0' EL. 8.5'

EL. 1.0'

EL. 8.5'

EL. 4.0'

EL. 0.0'

EL. 1.0'

EL. 8.5'EL. 8.0'

EL. 4.0'

EL. 8.5'

EL. 0.0'

D-511 EMBANKMENT

EL. 2.5'

EL. -10.0'EL. -10.0'

EL. 1.0'

C-511 CANAL

C-511 CANAL

EL. -17.0'

EL. -4.0'

(TYP.)

PIEZOMETERS

DOWNSTREAM VW

EL. 2.5'

EL. -4.0'

EL. 8.0'

D-511 EMBANKMENT

EL. 8.5'

EL. 1.5'

EL. 4.0'

EL. 8.5'

EL. 0.0'

P R

O P

R

/W

EL. 1.0'

CF0073

A1

SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS.

REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.

CF0082 AND CF0083.

TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.

IZ0044 AND IZ0045.

RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.

FOR FURTHER DETAILS.

SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32

BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.

GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS

CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE

PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE

DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE

THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY

THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT

THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.

GENERAL NOTES

CF0073

A1

CF0073

A1

EL. -15.0'

EL. -35.0'

EL. -35.0'

C O

N

TR

AC

T

M

O D

- F O

R

IN

FO

R

M

AT

IO

N

O N

LY

N O

T R

EV

IE

W

ED

N

O T

FO

R

C O

N

ST

R U

C

TI

O N

/0

6/

C O

N

TR

AC

T

M

O D

- F

IN

AL

N O

T

FO

R C

O N

ST

R

U C

TI

O

NDRAFT

CHIMNEY DRAIN

C11IMP4

RTU/DATA COLLECTOR

BLANKET DRAIN

TOE DRAIN

INSTRUMENTATION CROSS SECTION IMP4 - D-511 STA 111+01

T Y

P

IC

A L

D A

M E

M B

A N

K M

E N

T

S H

E E

T

O F

IN

S

T R

U M

E N

T A

T

IO

N C

R O

S S

S E

C T

IO

CF0079

INSTRUMENTATION CROSS SECTION IMP5 - D-511 STA 140+00

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

CHIMNEY DRAIN

MARKER

SURVEY SETTLEMENT

BLANKET DRAIN

TOE DRAIN

CANAL ARMORING

(TYP.)

2" CONDUIT

2" CONDUIT (TYP.)

EXISTING GRADE

EXISTING GRADE

C11IMP5

RTU/DATA COLLECTOR

W W

E B

E R

S

P O

P H

A M

V

S E

V E

R A

N C

E

T G

R E

E N

W E

L L

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

AND EMBANKMENT DETAILS (TYP)

SEE SHEET CZ0017 FOR SLURRY WALL

INSTRUMENTATION CROSS SECTION IMP8 - D-511 STA 216+00

BLANKET DRAIN

TOE DRAIN

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

2" CONDUIT (TYP.)

EXISTING GRADE

C11IMP8

RTU/DATA COLLECTOR

WALL AND EMBANKMENT DETAILS

SEE SHEET CZ0017 FOR SLURRY

SLURRY WALL

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-40 -40

-20 -20

0 0

20 20

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-40 -40

-20 -20

0 0

20 20

40 40

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-20 -20

0 0

20 20

40 40

-40 -40

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

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R A

C T

N O

C

H E

C K

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B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

F

IL

E N

A M

E

D R

A W

IN

G

D A

T E

A N

S I

D

W

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-2

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X X

X

JA

C

K S

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IL

L E

D

IS

T R

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T

S

A N

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U s e r:

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/2 n te c T

E T

R A

T E

C H

J O

I N

T V

E T

U R

E N

J V

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

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

N T

R A

C T

C

-1 I

M P

O U

N D

M E

N T

A N

D M

IT

IG

A T

IO

N

A R

E A

A

B R

O W

A R

D C

O U

N T

Y W

A T

E R

P R

E S

E R

V E

A R

E A

S P

R O

J E

C T

C O

M P

R E

H E

N S

IV

E

E V

E R

G L

A D

E S

R E

S T

O R

A T

IO

N

P L

A N

C

E R

P

W E

P R

C O

N T

R A

C T

R

T A

S U

B M

IT

T

EL. 2.0'EL. 1.5'

EL. 8.5'EL. 8.0'

D-511 EMBANKMENT

EL. -17.0'

(TYP.)

PIEZOMETERS

DOWNSTREAM VW

EL. 2.5'

EL. -17.0'

EL. 1.5'

C-511 CANAL

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

EL. 2.0'

EL. 4.0'

EL. 8.5'EL. 8.5'

EL. 1.5'

EL. 8.0'

D-511 EMBANKMENT

EL. -18.0'

(TYP.)

PIEZOMETERS

DOWNSTREAM VW

EL. 2.5'

EL. -3.0'

EL. -18.0'

C-511 CANAL

CF0074

SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS.

REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.

CF0082 AND CF0083.

TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.

IZ0044 AND IZ0045.

RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.

FOR FURTHER DETAILS.

SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32

BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.

GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS

CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE

PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE

DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE

THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY

THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT

THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.

GENERAL NOTES

CF0074

A1

EL. 6.0'

EL. -35.0'

EL. 8.5'

EL. 4.0'

EL. -35.0'

(HORIZ.) (VERT.)

20' 40'0 20' 40'0CF0074

A1

C-511 CANAL

D-511 EMBANKMENT

EL. 1.0'

EL. 4.0'

EL. 8.5'

EL. 1.5'

EL. 8.0'

EL. 2.5'

EL. -10.0'EL. -10.0'

EL. 8.5'

PIEZOMETERS (TYP.)

DOWNSTREAM VW

EL. -3.0'

EL. 6.0'

EL. -30.0'

EL. 8.5'

EL. 1.5'

C O

N

TR

AC

T

M

O D

- F O

R

IN

FO

R

M

AT

IO

N

O N

LY

N O

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IE

W

ED

N

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FO

R

C O

N

ST

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TI

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6/

C O

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ST

R

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TI

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IC

A

L D

A M

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B A

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M E

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S H

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T

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S

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U M

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T A

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N C

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S S

S E

C R

IO

CF0080

INSTRUMENTATION CROSS SECTION IMP9 - D-511 STA 236+00

2" CONDUIT (TYP.)

BLANKET DRAIN

TOE DRAIN

C11IMP9

RTU/DATA COLLECTOR

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

PIEZOMETERS (TYP.)

DOWNSTREAM VW

EXISTING GRADE

W

E B

E R

S

P O

P H

A M

V

S E

V E

R A

N C

E

T G

R E

E N

W E

L

INSTRUMENTATION CROSS SECTION IMP10 - D-511 STA 256+00

C11IMP10

RTU/DATA COLLECTOR

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

INSTRUMENTATION CROSS SECTION IMP11 - D-511 STA 276+00

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

C11IMP11

RTU/DATA COLLECTOR

CHIMNEY DRAINBLANKET DRAIN

TOE DRAIN

CHIMNEY DRAIN

BLANKET DRAIN

TOE DRAIN

EXISTING GRADE

EXISTING GRADE

2" CONDUIT (TYP.)

2" CONDUIT (TYP.)

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-20 -20

0 0

20 20

40 40

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-20 -20

0 0

20 20

40 40

-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-20 -20

0 0

20 20

40 40

-40 -40

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

A

M A

R K

S I Z

E

S U

B M

IT

T

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B Y

D A

T E

C O

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R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

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D A

T E

B

C

D

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

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IN

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F

IL

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D A

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A N

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W

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X X

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C

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L E

D

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A N

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/0

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E T

R A

T E

C H

J O

I N

T V

E T

U R

E N

J V

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

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

N T

R A

C T

C

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M P

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M E

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A N

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IT

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A T

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N

A R

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A

B R

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A R

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A T

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P R

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A R

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C T

C O

M P

R E

H E

N S

IV

E

E V

E R

G L

A D

E S

R E

S T

O R

A T

IO

N

P L

A N

C

E R

P

W E

P R

C O

N T

R A

C T

R

T A

S U

B M

IT

T

A L

D-511 EMBANKMENT

C-511 CANAL

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

EL. 1.0'

EL. 4.0'

EL. 8.5'EL. 8.5'EL. 8.0'

EL. 1.5'EL. 2.5'

EL. -7.0'

EL. 1.0'

EL. -7.0'

SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS.

REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.

CF0082 AND CF0083.

TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.

IZ0044 AND IZ0045.

RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.

FOR FURTHER DETAILS.

SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32

BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.

GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS

CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE

PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE

DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE

THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY

THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT

THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.

GENERAL NOTES

CF0074

A1

(HORIZ.) (VERT.)20' 40'0 20' 40'0

C-511 CANAL

D-511 EMBANKMENT

EL. 8.5'

EL. 4.0'

EL. 8.5'

EL. 1.5'

EL. 8.0'

EL. 2.5'

EL. -7.0'

EL. 1.5'

EL. -7.0'

PIEZOMETERS (TYP.)

DOWNSTREAM VW

EL. 1.0'

20' 40'0 20' 40'0

EL. 1.0'

EL. 8.5'

EL. 4.0'

EL. 8.5'

EL. 1.5'

PIEZOMETERS (TYP.)

DOWNSTREAM VW

EL. 8.0'

EL. 2.5'

EL. -2.0'EL. -2.0'

EL. -10.0'

D-511 EMBANKMENT

C-511 CANAL

CF0074

A1

CF0073

A1

(HORIZ.) (VERT.)

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INSTRUMENTATION CROSS SECTION IMP12 - D-511 STA 291+85

EXISTING GRADE

CHIMNEY DRAIN

BLANKET DRAIN

TOE DRAIN

C11IMP12

RTU/DATA COLLECTOR

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

2" CONDUIT (TYP.)

INSTRUMENTATION CROSS SECTION IMP14 - D-511 STA 422+00

INSTRUMENTATION CROSS SECTION IMP13 - D-511 STA 407+00

BLANKET DRAIN

CHIMNEY DRAIN

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

CHIMNEY DRAIN BLANKET DRAIN

CHIMNEY DRAINBLANKET DRAIN

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

UNDER SOIL-CEMENT

UPSTREAM PRESSURE SENSORS

2" CONDUIT (TYP.)

2" CONDUIT (TYP.)

FOR SURGE PROTECTION JUNCTION BOX PLACEMENT REFERENCE

CANAL BOTTOM SHOWN AT STATION 422+35

PIEZOMETERS (TYP.)

DOWNSTREAM VW

C11IMP13

RTU/DATA COLLECTOR

C11IMP14

RTU/DATA COLLECTOR

BOX PLACEMENT REFERENCE

SURGE PROTECTION JUNCTION

GRADING SHOWN AT 291+90 FOR

REFERENCE

JUNCTION BOX PLACEMENT

FOR SURGE PROTECTION

GRADING SHOWN AT 406+95

-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120

-20

-220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220

-20 -20

0 0

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40 40

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300

-20 -20

0 0

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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

O W

A R

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SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS.

REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.

CF0082 AND CF0083.

TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.

IZ0044 AND IZ0045.

RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.

FOR FURTHER DETAILS.

SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32

BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.

GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS

CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE

PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE

DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE

THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY

THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT

THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.

GENERAL NOTES

20' 40'0 20' 40'0CF0073

A1

D-511 EMBANKMENTC-511 CANAL

EL. -0.5'

EL. -15.0'

EL. 8.0' EL. 8.5'

EL. 2.5'

EL. 4.0'

EL. 8.5'

EL. 2.5'

EL. -15.0'

EL. 2.5'

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

(HORIZ.) (VERT.)

20' 40'0 20' 40'0

C-514 CANAL

D-511 ESA EMBANKMENT

PIEZOMETERS (TYP.)

DOWNSTREAM VW

D-511 ESA EMBANKMENT

EL. 0.0'

EL. 8.5'

EL. 1.5'

EL. 8.0'

EL. 2.5'

EL. -15.0'

EL. -3.0'EL. 0.0'

EL. 8.5'

EL. 4.0'

EL. 0.0'

EL. 8.5'

EL. 4.0'

EL. 8.5'

EL. 1.5'

EL. 8.0'

EL. -2.5' EL. -3.0'

EL. 0.0'

EL. -15.0'

CF0073

A1

CF0074

A1

D-511 ESA EMBANKMENT

EL. -10.0'

EL. -10.0'

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CF0082

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SURVEY SETTLEMENT MARKER DETAIL

SURVEY SETTLEMENT MARKER INSTALLATION DETAIL

E3

VIBRATING WIRE PRESSURE SENSOR INSTALLATION DETAIL

E6

A3

6"

6" 6" 30" DIA

6'-0" DIA

60" DIA

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US Army Corps

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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

O W

A R

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O U

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F L

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ID

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BRASS/BRONZE

3-1/2 INCH DIAMETER

RECESSED LETTERS

A

YEAR

GENCY

SIHT

M

A R

K

MAR

K

F O

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IS

T

RU

BING

S

U

RVEY

SCALE: NTS SCALE: NTS

FI

NEORIPRISO

N M E

N

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C A T

S T

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DESIGN

AT

I

ON

O R

M

P S

O

F

ENGINEERS-

U .S

.A R

M Y

12.0"

2.0'

FINAL GRADE

FLUSH WITH SURFACE

COUNTERSINK DISK

RECOMMENDATION

GROUT PER MANUFACTURER'S

RECOMMENDATION

AND DEPTH PER MANUFACTURER'S

DRILL HOLE DIAMETER

3,000 PSI CONCRETE (MIN)

MANUFACTURER'S RECOMMENDATIONS FOR GROUTING.

DRILLING INTO EXISTING CONCRETE AND FOLLOWING

CONCRETE WORK. INSTALLATION MAY BE COMPLETED BY

OVERFLOW SPILLWAY DOES NOT REQUIRE ADDITIONAL

CONCRETE PORTION OF THE EMBANKMENT, SUCH AS THE

1. SURVEY SETTLEMENT MARKER INSTALLATION WITHIN A

NOTE:

CABLE

VIBRATING WIRE

SCALE: NTS

SCALE: NTS

8"

STANDPIPE PIEZOMETER DETAIL

TYPICAL FLUSHMOUNT OPEN

PIEZOMETER LOCATION.

FACILITATE MANUAL MEASUREMENT OF WATER LEVELS AT EACH VIBRATING WIRE

COVER. THE TOP OF TEE WILL HAVE A VENTED CAP WHICH CAN BE REMOVED TO

PVC CASING WILL HAVE A TEE INSTALLED AT THE HIGHEST POINT, JUST BELOW THE 5.

SPECIFICATION SECTION 31 75 00.

PIEZOMETER SCREEN DIMENSIONS MUST BE IN ACCORDANCE WITH 4.

MUST BE CONSISTENT WITH DETAIL A5 ON SHEET CZ0001.

CENTERLINE OF THE STANDPIPE PROTECTIVE CASING. BOLLARD CONSTRUCTION

MINIMUM OF THREE BOLLARDS SPACED EQUIDISTANT APART AND 3'-6" FROM THE

ABOVE GRADE OPEN STANDPIPE PIEZOMETERS MUST BE PROTECTED BY A 3.

EACH LOCATION.

BELOW THE CORRESPONDING VIBRATING WIRE PIEZOMETER TIP ELEVATION AT

ELEVATION MUST BE A MINIMUM OF 6 INCHES THE STANDPIPE PIEZOMETER TIP 2.

ON SHEET CF0075 AND CF0076.

THE CORRESPONDING INSTRUMENT AS LISTED IN THE INSTRUMENTATION TABLES

BE INSTALLED AT THE TIP ELEVATION FOR THE VIBRATING WIRE PIEZOMETER MUST 1.

8"

STANDPIPE PIEZOMETER DETAIL

TYPICAL ABOVE GRADE OPEN

SCALE: NTS

:PIEZOMETER NOTES

V A

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IE

S

(S

E E

N O

T E

6" MIN.

6" MIN.

M

IN

PROTECTIVE CASING

PIEZOMETER CABLE

VIBRATING WIRE

RTU/DATA COLLECTOR

2" DIA. CONDUIT TO

GROUND SURFACE

CONCRETE PAD

GROUT

PVC PIPE

2" DIA. SCH. 40

BENTONITE SEAL

SAND

SCREEN

NO. 10 SLOT WELL

LOCATIONS.

1. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER INSTALLATION

NOTE:

MANHOLE SECTIONS

PRECAST CONCRETE

BASE

CONCRETE

6"

PRESSURE SENSOR

VIBRATING WIRE

SEE DETAIL E6 ON SHEET CZ0016 FOR MANHOLE DETAILS.2.

SEE EMBANKMENT TOE DRAIN MONITORING TABLE ON SHEET CF0076 FOR STRUCTURE LOCATIONS.1.

NOTE:

RTU/DATA COLLECTOR

2" DIA CONDIUT TO

(SEE NOTE 5)

WITH VENTED CAP

2" DIA SCH 40 PVC TEE

V A

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(S

E E

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6" MIN.

6" MIN.

M

IN

RTU/DATA COLLECTOR

2" DIA. CONDUIT TO

GROUND SURFACE

CONCRETE PAD

GROUT

PVC PIPE

2" DIA. SCH. 40

BENTONITE SEAL

SAND

SCREEN

NO. 10 SLOT WELL

FLUSHMOUNT MANHOLE

PIEZOMETER CABLE

VIBRATING WIRE

(SEE NOTE 5)

WITH VENTED CAP

2" DIA SCH 40 PVC TEE

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VIBRATING WIRE PIEZOMETER INSTALLATION DETAIL WITHIN IMPOUNDMENT

PRESSURE-SENSORS UNDER SOIL-CEMENT INSTALLATION DETAIL

F1

TYPICAL INSTRUMENT CONDUIT EMBANKMENT INSTALLATION DETAIL

F5

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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

O W

A R

D C

O U

N T

Y

F L

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ID

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SCALE: NTS

1' MAX.

TIP ELEV. (NOTE 1)

:NOTES

EXISTING GROUND SURFACE

TRENCH TO RTU/DATA COLLECTOR

GREATER THAN 6" LIFTS

BACKFILL HAND TAMPED IN NO

EXCAVATED MATERIAL USED AS

SCALE: NTS

:NOTES

GEOTEXTILE FABRIC

2" CONDUIT

18" THICK SOIL-CEMENT

EMBANKMENT FILL

18" THICK SOIL-CEMENT

2%

2" CONDUIT

SCALE: NTS

:NOTE

SEE SHEET CZ0018

STONE TYPE E,

TRENCHED EXCAVATION A MINIMUM OF 1 FOOT BELOW THE GROUND SURFACE.

VIBRATING WIRE CABLES TO BE INSTALLED THROUGH 2" PVC CONDUIT. PVC CONDUIT MUST BE INSTALLED WITHIN 2.

AND CF0076.

VIBRATING WIRE PIEZOMETERS MUST BE INSTALLED TO THE CORRESPONDING TIP ELEVATION AS SHOWN ON CF0075 1.

9" THICK SOIL-CEMENT

2. STONE TYPE E MUST BE HAND TAMPED AROUND THE PVC CONDUIT TO THE DESIGNATED LIFT THICKNESS.

WITHIN STONE TYPE E LAYER BENEATH THE SOIL-CEMENT.

1. VIBRATING WIRE CABLES TO BE INSTALLED THROUGH 2" PVC CONDUIT. PVC CONDUIT MUST BE INSTALLED

DOWNSTREAM EMBANKMENT SLOPES.

LAYER ON THE UPSTREAM SLOPE. ADDITIONALLY, THE CONDUIT MUST BE INSTALLED ONE FOOT BELOW THE SURFACE OF

THE CONDUIT MUST BE INSTALLED TWO FEET BELOW THE CREST ROADWAY AND THEN FIELD FIT TO ALIGN WITH STONE TYPE E 2.

LAYER MUST BE CONSTRUCTED IN ACCORDANCE WITH ORIGINAL SPECIFICATIONS FOR CREST ROAD CONSTRUCTION.

EXCAVATED MATERIAL USED AS BACKFILL HAND TAMPED IN NO GREATER THAN 6" LIFTS, EXCEPT FOR SOIL-CEMENT. SOIL-CEMENT 1.

SEE SHEET CZ0018

STONE TYPE E,

GEOTEXTILE FABRIC

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CF0084

S

P O

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B

U R

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THIS SHEETEXISTING GRADE

EXISTING GRADE

TOP OF MUCK BACKFILL EL. 4.0'

TOP OF MUCK BACKFILL EL 4.0'

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

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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

O W

A R

D C

O U

N T

Y

F L

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ID

A

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-400 -300 -200 -100 0 100 200 300 400

-60 -60

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0 0

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-300 -200 -100 0 100 200 300

-60 -60

-50 -50

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U S

SW 36TH ST

S O

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SW 26TH ST

GRIFFIN ROAD

N

KEY PLAN

100' 200'0

100' 200'0 10' 20'0

(NGS PID #AD8107). NGVD29 = NAVD88 +1.49' (FT) FOR THIS LOCATION.

VERTICAL DATUM OF 1988 (NAVD88) AND GEOID12B. BENCH MARK "Y 408"

THE ELEVATIONS SHOWN HEREIN ARE BASED ON THE NORTH AMERICA1.

GENERAL NOTES

N

3E

ENLARGED PLAN OF CENTRAL LAKE

1"=100'SCALE:

CENTRAL LAKE CROSS SECTION

A5

CENTRAL LAKE CROSS SECTION

(HORIZ)

(HORIZ) (VERT)

100' 200'0 10' 20'0

EXISTING WATER SURFACE EL 3.8'

BACKFILL NOTES

CD0001

A1

CF0084

E3

CF0084

E3

USED AS BORROW PIT BACKFILL.

SEE SHEETS C-0004 & C-0005 FOR RESTRICTED USE MUCK AREAS NOT TO BE 9.

SMALLER) TO ENSURE UNIFORM PLACEMENT OF MATERIAL.

EVERY 50,000 CUBIC YARDS OR FIVE FEET IN LIFT THICKNESS (WHICHEVER IS

THE CONTRACTOR MUST CHECK THE DEPTH OF BACKFILL PLACEMENT 8.

ARE NOT IMPEDED.

ON A WEEKLY INTERVAL OR AS NEEDED SUCH THAT THE BACKFILL EFFORTS

DURING THE BACKFILLING PROCESS. THIS MATERIAL SHOULD BE REMOVED

OFFSITE ORGANIC MATERIAL WHICH MAY FLOAT TO THE WATER SURFACE

THE CONTRACTOR MUST BE PREPARED TO HANDLE AND DISPOSE OF 7.

BY THE OWNER.

ASTM STANDARD D7263 AND FROM AN ACCREDITED LABORATORY APPROVED

CUBIC YARDS. THE LABORATORY TESTING MUST BE IN ACCORDANCE WITH

THE WET UNIT WEIGHT OF THE MUCK MUST BE CHECKED EVERY 25,000 6.

VERSUS PLAN TO THE CONTRACTING OFFICER WEEKLY.

MEASUREMENTS OF PLACED FILL, AND CONSTRUCTION METHODS USED

REPORT UNIT WEIGHT TEST RESULTS OF MUCK PLACED, DEPTH

DURING PRODUCTION PLACEMENT CONTRACTOR MUST COLLECT AND 5.

AMENDMENTS.

INCREASE THE UNIT WEIGHT OF THE MUCK BACKFILL WITH ADMIXTURES AND

IF THE WET UNIT WEIGHT IS LESS THAN 70 PCF, THE CONTRACTOR MUST 4.

THICKNESS TO THE SURROUNDING EDGES.

THAT THE CENTER OF THE LAKE/PIT CAN BE BACKFILLED IN SIMILAR LIFT(S)

CONSIDER A FLOATING CONVEYOR SYSTEM (OR SIMILAR METHOD) SUCH

PLACED IN UNIFORM LIFTS. THIS MAY REQUIRE THE CONTRACTOR TO

THE MUCK MUST HAVE A MINIMUM WET UNIT WEIGHT OF 70 PCF AND BE 3.

BRANCHES, ETC.) FROM THE MUCK PRIOR TO PLACEMENT.

LARGE (GREATER THAN 4-INCH DIA) ORGANIC MATERIAL (WOOD, GRASS,

EXTRA HANDLING OF THE BACKFILL MATERIAL TO REMOVE DEBRIS AND

THE CONTRACTOR MUST BE PREPARED TO PERFORM SORTING AND/OR 2.

EARTHWORKS.

DRAWING AND IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00

LAKE WITH ONSITE MUCK TO THE GRADES AND SLOPES SHOWN ON THIS

EXHAUSTED CONTRACTOR MUST BACKFILL THE BORROW PIT AND CENTRAL

ONCE THE MATERIALS AVAILABLE FROM STOCKPILE 1 AND 2 HAVE BEEN 1.

DEMONSTRATION TESTING REQUIREMENTS

COST TO THE GOVERNMENT.

BACKFILL PLACEMENT OBJECTIVES MUST BE IMPLEMENTED AT NO ADDITIONAL

AND / OR REVISIONS TO MATERIALS, EQUIPMENT OR ADDITIVES TO ACHIEVE

PRODUCTION PLACEMENT. REQUIRED REVISIONS TO PLACEMENT APPROACH

THE DEMONSTRATION TEST BEFORE THE CONTRACTOR CAN PROCEED WITH

THE CONTRACTING OFFICER MUST REVIEW AND APPROVE THE RESULTS OF 5.

TO THE CONTRACTING OFFICER.

BACKFILL PLACEMENT PROVIDE ALL LABORATORY AND FIELD TEST RESULTS

CONTRACTING OFFICER WEEKLY. IF A MIX DESIGN IS REQUIRED TO ACHIEVE

OF PLACED FILL, AND CONSTRUCTION METHODS USED VERSUS PLAN TO THE

MUCK PLACED DURING THE DEMONSTRATION TEST, DEPTH MEASUREMENTS

CONTRACTOR MUST COLLECT AND REPORT UNIT WEIGHT TEST RESULTS OF 4.

UNDER SELF-WEIGHT.

ORGANIC MATERIALS THAT FLOAT ON THE WATER SURFACE AND NOT SINK

PREPARED TO ADDRESS SEGREGATION OF THE MUCK RESULTING IN LIGHTER

INDUCE HARM TO GROUNDWATER RESOURCES. THE CONTRACTOR MUST BE

OF THE MUCK BACKFILL VIA ADMIXTURES AND AMENDMENTS THAT DO NOT

CASE, THE CONTRACTOR MUST BE PREPARED TO INCREASE THE UNIT WEIGHT

TO EXISTING GROUND SURFACE ELEVATIONS. SHOULD THAT NOT BE THE

FOR PLACEMENT OF MUCK BACKFILLING CENTRAL LAKE AND THE BORROW PIT

IT IS ASSUMED THAT UNIT WEIGHT ALONE WILL PROVIDE SUFFICIENT MEANS 3.

BORROW PIT FROM GROUND SURFACE IS NOT AN ACCEPTABLE APPROACH.

PLACEMENT APPROACH. PUSHING BACKFILL INTO CENTRAL LAKE OR THE

EQUIPMENT, MATERIALS, FILL AMENDMENTS IF NECESSARY, MIXING AND

THE CONTRACTORS PROPOSED APPROACH FOR FILL PLACEMENT, PROPOSED

FOR CONTRACTING OFFICER REVIEW. THE BACKFILLING PLAN MUST PRESENT

MATERIAL INTO CENTRAL LAKE BEFORE INITIATING THE DEMONSTRATION TEST

CONTRACTOR MUST PROVIDE A BACKFILLING PLAN FOR PLACEMENT OF 2.

BORROW PIT.

BACKFILL PLACEMENT REQUIREMENTS FOR BOTH CENTRAL LAKE AND THE

AREA. THE RESULTS OF THE DEMONSTRATION TEST WILL BE APPLICABLE TO

IT IS A VIABLE OPTION TO BACKFILL THE BORROW PIT AND CENTRAL LAKE

DEMONSTRATION TEST TO OBSERVE THE METHODS USED AND DETERMINE IF

OWNER’S CONTRACTING OFFICER WILL BE PRESENT DURING THE

AND METHODS TO BE USED DURING THE BACKFILLING PROCESS. THE

LAKE (PRIOR TO CONSTRUCTION) TO ESTABLISH THE SUCCESSFUL MEANS

THE CONTRACTOR AT AND ON THE BACKFILL TO BE PLACED INTO CENTRAL

A DEMONSTRATION TEST OF 50,000 CUBIC YARDS MUST BE PERFORMED BY 1.

A1

CF0084

A5

CF0084

C O

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CF0085

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P O

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THIS SHEET

BORROW PIT CROSS SECTION

TOP OF MUCK BACKFILL EL. 4.0'

BACKFILL EL. 4.0'

TOP OF MUCK

S O

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D A

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B

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

F

IL

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C H

J O

I N

T V

E T

U R

E N

J V

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

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

N T

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-500 -400 -300 -200 -100 0 100 200 300 400

-20 -20

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0 0

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-100 0 100

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0 0

10 10

U S

SW 36TH ST

S O

U T H P

O S T R

O A

D

SW 26TH ST

GRIFFIN ROAD

N

KEY PLAN

F2

BORROW PIT PLAN

100' 200'0 10' 20'0

100' 200'0 10' 20'0

(HORIZ) (VERT)

100' 200'0

N

(HORIZ)

C6

BORROW PIT CROSS SECTION

CD0002

CF0085

F2

CF0085

F2

(NGS PID #AD8107). NGVD29 = NAVD88 +1.49' (FT) FOR THIS LOCATION.

VERTICAL DATUM OF 1988 (NAVD88) AND GEOID12B. BENCH MARK "Y 408"

THE ELEVATIONS SHOWN HEREIN ARE BASED ON THE NORTH AMERICA1.

GENERAL NOTES

BACKFILL NOTES

USED AS BORROW PIT BACKFILL.

SEE SHEETS C-0004 & C-0005 FOR RESTRICTED USE MUCK AREAS NOT TO BE 9.

SMALLER) TO ENSURE UNIFORM PLACEMENT OF MATERIAL.

EVERY 50,000 CUBIC YARDS OR FIVE FEET IN LIFT THICKNESS (WHICHEVER IS

THE CONTRACTOR MUST CHECK THE DEPTH OF BACKFILL PLACEMENT 8.

ARE NOT IMPEDED.

ON A WEEKLY INTERVAL OR AS NEEDED SUCH THAT THE BACKFILL EFFORTS

DURING THE BACKFILLING PROCESS. THIS MATERIAL SHOULD BE REMOVED

OFFSITE ORGANIC MATERIAL WHICH MAY FLOAT TO THE WATER SURFACE

THE CONTRACTOR MUST BE PREPARED TO HANDLE AND DISPOSE OF 7.

BY THE OWNER.

ASTM STANDARD D7263 AND FROM AN ACCREDITED LABORATORY APPROVED

CUBIC YARDS. THE LABORATORY TESTING MUST BE IN ACCORDANCE WITH

THE WET UNIT WEIGHT OF THE MUCK MUST BE CHECKED EVERY 25,000 6.

VERSUS PLAN TO THE CONTRACTING OFFICER WEEKLY.

MEASUREMENTS OF PLACED FILL, AND CONSTRUCTION METHODS USED

REPORT UNIT WEIGHT TEST RESULTS OF MUCK PLACED, DEPTH

DURING PRODUCTION PLACEMENT CONTRACTOR MUST COLLECT AND 5.

AMENDMENTS.

INCREASE THE UNIT WEIGHT OF THE MUCK BACKFILL WITH ADMIXTURES AND

IF THE WET UNIT WEIGHT IS LESS THAN 70 PCF, THE CONTRACTOR MUST 4.

THICKNESS TO THE SURROUNDING EDGES.

THAT THE CENTER OF THE LAKE/PIT CAN BE BACKFILLED IN SIMILAR LIFT(S)

CONSIDER A FLOATING CONVEYOR SYSTEM (OR SIMILAR METHOD) SUCH

PLACED IN UNIFORM LIFTS. THIS MAY REQUIRE THE CONTRACTOR TO

THE MUCK MUST HAVE A MINIMUM WET UNIT WEIGHT OF 70 PCF AND BE 3.

BRANCHES, ETC.) FROM THE MUCK PRIOR TO PLACEMENT.

LARGE (GREATER THAN 4-INCH DIA) ORGANIC MATERIAL (WOOD, GRASS,

EXTRA HANDLING OF THE BACKFILL MATERIAL TO REMOVE DEBRIS AND

THE CONTRACTOR MUST BE PREPARED TO PERFORM SORTING AND/OR 2.

EARTHWORKS.

DRAWING AND IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00

LAKE WITH ONSITE MUCK TO THE GRADES AND SLOPES SHOWN ON THIS

EXHAUSTED CONTRACTOR MUST BACKFILL THE BORROW PIT AND CENTRAL

ONCE THE MATERIALS AVAILABLE FROM STOCKPILE 1 AND 2 HAVE BEEN 1.

DEMONSTRATION TESTING REQUIREMENTS

NO ADDITIONAL COST TO THE GOVERNMENT.

TO ACHIEVE BACKFILL PLACEMENT OBJECTIVES MUST BE IMPLEMENTED AT

APPROACH AND / OR REVISIONS TO MATERIALS, EQUIPMENT OR ADDITIVES

PRODUCTION PLACEMENT. REQUIRED REVISIONS TO PLACEMENT

THE DEMONSTRATION TEST BEFORE THE CONTRACTOR CAN PROCEED WITH

THE CONTRACTING OFFICER MUST REVIEW AND APPROVE THE RESULTS OF 5.

RESULTS TO THE CONTRACTING OFFICER.

ACHIEVE BACKFILL PLACEMENT PROVIDE ALL LABORATORY AND FIELD TEST

THE CONTRACTING OFFICER WEEKLY. IF A MIX DESIGN IS REQUIRED TO

OF PLACED FILL, AND CONSTRUCTION METHODS USED VERSUS PLAN TO

MUCK PLACED DURING THE DEMONSTRATION TEST, DEPTH MEASUREMENTS

CONTRACTOR MUST COLLECT AND REPORT UNIT WEIGHT TEST RESULTS OF 4.

NOT SINK UNDER SELF-WEIGHT.

IN LIGHTER ORGANIC MATERIALS THAT FLOAT ON THE WATER SURFACE AND

MUST BE PREPARED TO ADDRESS SEGREGATION OF THE MUCK RESULTING

DO NOT INDUCE HARM TO GROUNDWATER RESOURCES. THE CONTRACTOR

WEIGHT OF THE MUCK BACKFILL VIA ADMIXTURES AND AMENDMENTS THAT

CASE, THE CONTRACTOR MUST BE PREPARED TO INCREASE THE UNIT

PIT TO EXISTING GROUND SURFACE ELEVATIONS. SHOULD THAT NOT BE THE

FOR PLACEMENT OF MUCK BACKFILLING CENTRAL LAKE AND THE BORROW

IT IS ASSUMED THAT UNIT WEIGHT ALONE WILL PROVIDE SUFFICIENT MEANS 3.

APPROACH.

LAKE OR THE BORROW PIT FROM GROUND SURFACE IS NOT AN ACCEPTABLE

MIXING AND PLACEMENT APPROACH. PUSHING BACKFILL INTO CENTRAL

PROPOSED EQUIPMENT, MATERIALS, FILL AMENDMENTS IF NECESSARY,

PRESENT THE CONTRACTORS PROPOSED APPROACH FOR FILL PLACEMENT,

TEST FOR CONTRACTING OFFICER REVIEW. THE BACKFILLING PLAN MUST

MATERIAL INTO CENTRAL LAKE BEFORE INITIATING THE DEMONSTRATION

CONTRACTOR MUST PROVIDE A BACKFILLING PLAN FOR PLACEMENT OF 2.

BORROW PIT.

BACKFILL PLACEMENT REQUIREMENTS FOR BOTH CENTRAL LAKE AND THE

AREA. THE RESULTS OF THE DEMONSTRATION TEST WILL BE APPLICABLE TO

IF IT IS A VIABLE OPTION TO BACKFILL THE BORROW PIT AND CENTRAL LAKE

DEMONSTRATION TEST TO OBSERVE THE METHODS USED AND DETERMINE

OWNER’S CONTRACTING OFFICER WILL BE PRESENT DURING THE

AND METHODS TO BE USED DURING THE BACKFILLING PROCESS. THE

LAKE (PRIOR TO CONSTRUCTION) TO ESTABLISH THE SUCCESSFUL MEANS

THE CONTRACTOR AT AND ON THE BACKFILL TO BE PLACED INTO CENTRAL

A DEMONSTRATION TEST OF 50,000 CUBIC YARDS MUST BE PERFORMED BY 1.

C1

CF0085

C6

CF0085

C O

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CB-006

CP05-BCWPA-

CP06-BCWPA-CB-0051

CP18-BCWPA-CB-09

.2

W

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S

IT

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O R

K

S -5

A E

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A R

G E

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CF1901

P O

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B

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S-500A

CONSTRUCTION LIMITS

THIS SHEET

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

CONSTRUCTION LIMITS

S-500A UNGATED CULVERT (SEE NOTE 1)

L-514 LEVEE

EL -1.0'

EL -0.5'

23'

7'

EL 7.62

EL 7.30

EL 6.40

EL 3.33

EL 3.33

EL 3.33

EL 6.68

EL 7.30

EL 7.02

EL 7.02

EL 7.3

LIMITS OF MUCK EXCAVATION

LIMITS OF MUCK EXCAVATION

WALKWAY STA 658+76.4

CL STILLING WELL

MATCH EXISTING

STRUCTURE ALIGNMENT START844,573.89640,686.2717

VERTICAL TRANSITION844,608.55640,594.8816

CORNER OF RIPRAP844,599.42640,608.7915

CORNER OF RIPRAP844,594.21640,628.7814

CORNER OF RIPRAP844,553.71640,628.3613

CORNER OF RIPRAP844,539.42640,608.1712

END CURVE844,544.96640,585.0311

BEGIN CURVE844,554.06640,594.2810

END TRANSITION844,389.34640,714.909

BEGIN TRANSITION844,372.02640,739.018

END CURVE844,595.47640,506.487

BEGIN CURVE844,545.26640,555.676

VERTICAL TRANSITION844,513.09640,607.905

END CURVE844,419.10640,606.944

BEGIN CURVE844,393.88640,630.593

STA 11+02.78

CL SOUTH END STRUCTURE

844,574.43640,583.492

STA 10+66.37

CL NORTH END STRUCTURE

844,574.05640,619.901

DESCRIPTIONEASTINGNORTHINGPOINT

EL. 6.68

EL 6.68

EL 6.68

EL. 7.62 EL. 6.68

EL 6.40

EL 6.68

L-512 LEVEE

R

EL 6.4

EL 7.3

BEGIN ROAD TRANSITION STA 659+42.94

END ROAD TRANSITION STA 660+42.94

CL S-500A

STA 11+00

EL 4.3'

EL 7.0

EL 7.0

.7

R

DESCRIPTIONEASTINGNORTHINGPOINT

END TRANSITION844,891.68640,511.4621

BEGIN TRANSITION844,791.71640,508.5020

VERTICAL TRANSITION844,594.67640,594.7419

STRUCTURE ALIGNMENT END844,574.97640,486.2818

10'

EL 6.0

EL -1.0

EL -1.0

.8

2'

T

Y P

(TYP)4'

+00

653+00

654+00

+00

10+00

12+00

11+00

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

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J O

I N

T V

E T

U R

E N

J V

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

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

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N

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30' 60'0

MITIGATION AREA "A"

H :1

V

H :1

V

3H:1V

3H:1V3H:1V

DURING CONSTRUCTION.

AROUND S-500A TO MAINTAIN STORMWATER FLOW THROUGH CANAL A/5

4. A TEMPORARY STORMWATER BYPASS FOR CANAL A/5 WILL BE REQUIRED

GEOGRID MUST EXTEND A MINIMUM OF 5' BEYOND LIMITS OF THE CULVERTS.

LAYER OR AS RECOMMENDED BY CULVERT MANUFACTURER. BIAXIAL

LAYER 6" ABOVE TOP OF CULVERT AND SECOND LAYER 12" ABOVE THE FIRST

DISTRIBUTE ROADWAY LOADING AT SHALLOW CULVERT COVER. PLACE FIRST

TWO LAYERS OF BIAXIAL GEOGRID MUST BE PLACED ABOVE S-500A TO 3.

FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.2.

REFER TO SHEETS S-2101 AND S-2102 FOR STRUCTURAL DETAILS1.

GENERAL NOTES

3H:1V

C-512 CANAL

EL -0.5

3H:1V

3H:1V

H :1

V

2%

(HORIZ.)

2%

3H:1V

2%

FLOW

SHEET KEYNOTES

POINT TABLE

H :1

V

3H:1V

2%

WITH OTHER POSTS.

CENTER MID POST BETWEEN CULVERTS AND SPAN TO AVOID CULVERT CONFLICTS

SECURITY FENCE INSTALLED BEHIND HEADWALL SEE DETAIL B1 SHEET CZ0007. 8.

CLOSE GAP TO THE SIDE OF STILLING WELL.

DETAIL B1 SHEET CZ0008 TO…