01_DRAFT_CNT2_Plans_4Civil_Part30.pdf

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THIS SHEET

D-511 EMBANKMENT

C-511 CANAL

D-511 ESA EMBANKMENT

ENVIRONMENTALLY SENSITIVE AREA

BORROW PIT

ENVIRONMENTALLY SENSITIVE AREA

C-11 CANAL

TRUCK STOP

EXISTING

5' DIAMETER MANHOLE (TYP)

420+00

425+0

430+00 80+00

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1035+00

1040+00

1045+00

1050+00

1055+00

1060+00

1200+00

1205+00

1210+00

1215+00

1245+00

1250+00

1255+00

1260+00

1265+00

1270+00

1275+00

1280+00

1285+00

515+00

520+00

525+00

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SHEET ID

®of Engineers

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

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SW 36TH ST

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SW 26TH ST

GRIFFIN ROAD

N

KEY PLAN

A1

SURVEILLANCE AND MONITORING PLAN

400' 800'0

MATCH LINE CF0073

C-11 IMPOUNDMENT

SOUTHWEST 36TH STREET

GRIFFIN ROAD

U S

N

GENERAL NOTES

FOR FURTHER DETAILS ON INSTRUMENT LOCATIONS AT THE CROSS-SECTION.

CROSS-SECTION. REFER TO THE DESIGNATED INSTRUMENTATION CROSS-SECTIONS

4. INSTRUMENTS SHOWN IN PLAN VIEW ARE NOT LOCATED ON AN INSTRUMENTATION

INSTRUMENTATION CROSS-SECTIONS.

STANDPIPE PIEZOMETER AT THE ELEVATION DESIGNATED ON THE

3. A VIBRATING WIRE PIEZOMETER MUST BE INSTALLED WITHIN EACH OPEN

DETIALS.

AND TO CF0082 FOR VIBRATING WIRE PRESSURE SENSOR INSTALLATION

DRAIN SYSTEM. REFER TO CF0076 FOR INSTRUMENTED MANHOLE LOCATIONS

ELEVATION FOR SELECT MANHOLES TO MONITOR SEEPAGE WITHIN THE TOE

2. A VIBRATING WIRE PRESSURE SENSOR MUST BE INSTALLED AT THE INVERT

SURVEY SETTLEMENT MARKER DETAILS.

ALONG THE CENTERLINE OF THE EMBANKMENT CREST. REFER TO CF0082 FOR

1. SURVEY SETTLEMENT MARKERS MUST BE LOCATED ON 250 FOOT CENTERS

MANHOLE LOCATIONS

VIBRATING WIRE PRESSURE SENSOR

SURVEY SETTLEMENT MARKERS

LEGEND

IMP14

IMP10

IMP9

IMP8

IMP4

IMP5

430+00

CF0079

C1

CF0081

E1

CF0079

A1

CF0079

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CF0080

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CF0080

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LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-10.06.0DOWNSTREAM TOE-92216+00C11IMP8-GW-7

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-3.06.0DOWNSTREAM TOE-92216+05C11IMP8-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-10.07.0DOWNSTREAM SLOPE-42216+00C11IMP8-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.57.0DOWNSTREAM SLOPE-42216+05C11IMP8-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-11216+00C11IMP8-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST10216+00C11IMP8-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST10216+05C11IMP8-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.1UPSTREAM SLOPE36216+00C11IMP8-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5UPSTREAM SLOPE50216+00C11IMP8-PS-1

SURFICIAL SILTY SANDVWPN/A1.03.8IMPOUNDMENT110216+00C11IMP8-VWP-1

IMP 8

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-18.05.6DOWNSTREAM TOE-92140+00C11IMP5-GW-7

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-3.05.6DOWNSTREAM TOE-92140+05C11IMP5-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-18.08.3DOWNSTREAM SLOPE-38140+00C11IMP5-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.58.3DOWNSTREAM SLOPE-38140+05C11IMP5-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-11140+00C11IMP5-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5CREST10140+00C11IMP5-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST10140+05C11IMP5-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.3UPSTREAM SLOPE36140+00C11IMP5-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5UPSTREAM SLOPE50140+00C11IMP5-PS-1

SURFICIAL SILTY SANDVWPN/A2.03.5IMPOUNDMENT110140+00C11IMP5-VWP-1

IMP 5

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

-17.08.2Downstream Toe-85111+01C11IMP4-GW-7

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

1.58.2Downstream Toe-85111+06C11IMP4-GW-6

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-17.09.3Downstream Slope-42111+01C11IMP4-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.59.3Downstream Slope-42111+06C11IMP4-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5Downstream Slope-11111+01C11IMP4-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5Crest10111+01C11IMP4-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5Crest10111+06C11IMP4-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.5Upstream Slope36111+01C11IMP4-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5Upstream Slope50111+01C11IMP4-PS-1

SURFICIAL SILTY SANDVWPN/A2.03.7Impoundment110111+01C11IMP4-VWP-1

IMP 4

LOWER SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-17.05.6Downstream Toe-9265+00C11IMP3-GW-7

SURFICIAL SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-4.05.6Downstream Toe-9265+05C11IMP3-GW-6

SURFICIAL SILTY SAND

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-4.08.8Downstream Slope-4265+00C11IMP3-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.58.8Downstream Slope-4265+05C11IMP3-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5Downstream Slope-1165+00C11IMP3-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.518.5Crest1065+00C11IMP3-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5Crest1065+05C11IMP3-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.5Upstream Slope3665+00C11IMP3-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5Upstream Slope5065+00C11IMP3-PS-1

SURFICIAL SILTY SANDVWPN/A0.03.9Impoundment11065+00C11IMP3-VWP-1

IMP 3

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-10.06.2DOWNSTREAM TOE-9234+49C11IMP2-GW-7

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

1.06.2DOWNSTREAM TOE-9234+54C11IMP2-GW-6

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-10.07.5DOWNSTREAM SLOPE-4234+49C11IMP2-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.57.5DOWNSTREAM SLOPE-4234+54C11IMP2-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-1134+49C11IMP2-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.018.5CREST1034+49C11IMP2-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST1034+54C11IMP2-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.5UPSTREAM SLOPE3634+49C11IMP2-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5UPSTREAM SLOPE5034+49C11IMP2-PS-1

UPPER LIMESTONEVWPN/A0.03.8IMPOUNDMENT11034+49C11IMP2-VWP-1

IMP 2

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-8.06.0DOWNSTREAM TOE-9204+00C11IMP1-GW-7

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

1.06.0DOWNSTREAM TOE-9204+05C11IMP1-GW-6

UPPER LIMESTONE

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

-8.013.7DOWNSTREAM SLOPE-4204+00C11IMP1-GW-5

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

2.513.7DOWNSTREAM SLOPE-4204+05C11IMP1-GW-4

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

RISER

ABOVE GRADE

8.017.5DOWNSTREAM SLOPE-1104+00C11IMP1-GW-3

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

1.018.5CREST1004+00C11IMP1-GW-2

EMBANKMENT FILL

PIEZOMETER WITH VWP

OPEN STANDPIPE

COVER

FLUSHMOUNT

8.518.5CREST1004+05C11IMP1-GW-1

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A8.512.5UPSTREAM SLOPE3604+00C11IMP1-PS-2

EMBANKMENT FILL

PRESSURE SENSOR

VIBRATING WIRE

N/A4.07.5UPSTREAM SLOPE5004+00C11IMP1-PS-1

UPPER LIMESTONEVWPN/A0.04.3IMPOUNDMENT11004+00C11IMP1-VWP-1

IMP 1

Material

Instrument Type Surface

Tip Elev.

Ground Instrument ID

C-11 SURVEILLANCE AND MONITORING PROGRAM

S O

L

IC

IT

A

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N N

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B Y

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C O

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H E

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B

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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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R M

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O R

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IN

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D A

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A N

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C

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L E

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A N

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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

R A

C T

C

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M P

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A N

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A R

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H E

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VWP = VIBRATING WIRE PIEZOMETER3.

INSTALLATION.

AND SCREENED ZONE MUST BE DETERMINED IN THE FIELD AT THE TIME OF

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

INSTRUMENT TIP ELEVATION AND SCREENED MATERIAL ARE BASED UPON TYPICAL 2.

SURVEYED FOLLOWING INSTRUMENTATION INSTALLATION.

THE DESIGN DOCUMENTS. THE FINAL SURFACE ELEVATIONS SHOULD BE

GROUND SURFACE ELEVATIONS PRESENTED ABOVE HAVE BEEN ESTIMATED FROM 1.

GENERAL NOTES

C O

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IN

FO

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N

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N

O T

FO

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C O

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/0

6/

C O

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NDRAFT

k3endlml Stamp