01_DRAFT_CNT2_Plans_4Civil_Part29.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a surveillance and monitoring plan drawing showing the layout of instrumentation and monitoring equipment for the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. The drawing includes detailed plans for survey settlement markers, vibrating wire pressure sensors, and manhole locations along various levees, canals and embankments.
The plan shows specific engineering details including L-511, L-512, and L-514 levees with 14-foot crest widths at elevation 7.3 feet, C-511 and C-512 canals, D-511 embankment with bottom elevation -2.5 feet, and instrumentation cross-sections. The drawing includes station markings at regular intervals, a key plan showing the project location relative to US-27 and local roads, and general notes specifying that survey settlement markers must be placed every 250 feet along embankment centerlines and vibrating wire pressure sensors must be installed at specific manhole invert elevations to monitor seepage. The drawing is part of Contract 2 documentation for the Comprehensive Everglades Restoration Plan.
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Text version
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C-512 CANAL
CREST WIDTH 14'
CREST EL. 7.3'
L-512 LEVEE,
CREST WIDTH 14'
CREST EL. 7.3
L-514 LEVEE,
AREA BERM
FINGER LAKES
EXISTING
SOUTHWEST 26TH STREET
SEE E-2801
D-511 EMBANKMENT
BOTTOM EL -2.5'
C-511 CANAL,
D-511 EMBANKMENT
CENTRAL LAKED-511 ESA EMBANKMENT
C-514 CANAL
L-511 LEVEE/RAISED SW 26TH ST.
L-514 LEVEE
L-511 LEVEE/RAISED SW 26TH ST.
A1
SURVEILLANCE AND MONITORING PLAN
5' DIAMETER MANHOLE (TYP)
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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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KEY PLAN
400' 800'0
MATCH LINE CF0074
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MITIGATION AREA "A"
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GENERAL NOTES
S-500D
C-11 IMPOUNDMENT
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
DETAILS.
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
N
MANHOLE LOCATIONS
VIBRATING WIRE PRESSURE SENSOR
SURVEY SETTLEMENT MARKERS
LEGEND
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