01_DRAFT_CNT2_Plans_4Civil_Part7.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a site plan drawing (Sheet C-0002) showing the overall layout for Contract 2 of the Broward County Water Preserve Areas Project in Florida. The drawing details the C-11 Impoundment and Mitigation Area A construction elements, including levees, canals, embankments, and water control structures.
The plan shows key features including the D-511 embankment with 18.8' crest elevation, L-511 levee along SW 26th Street, C-511 canal with -23' bottom elevation, C-512 and C-514 canals, and Mitigation Area A. The drawing includes construction notes requiring maintenance of flow in existing canals during construction, protection of monitoring wells, and environmental requirements. Other elements shown are staging areas, boat ramps, finger lakes access berms, and various water control structures (S-508A, S-506B, S-505F, etc.). The drawing also indicates station numbers, property lines, and existing features that must be protected during construction.
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Text version
W W
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S H
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O F
O V
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C-0002
S
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THIS SHEET
BOTTOM EL -0.5'
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
TOWER (SEE NOTE 2)
SBA CELL
CREST WIDTH 14'
CREST EL 18.8'
D-511 EMBANKMENT,
BOTTOM EL -2.5'
C-511 CANAL,
CREST WIDTH 14'
CREST EL 18.8'
D-511 EMBANKMENT,
BOTTOM EL -23'
C-511 CANAL,
(SEE NOTE 1)
CENTRAL LAKE
C-514 CANAL
BOTTOM EL -12.5'
C-511 CANAL ,
(SEE NOTE 2)
L-511 LEVEE/RAISED SW 26TH ST.
L-514 LEVEE
(SEE NOTE 2)
L-511 LEVEE/RAISED SW 26TH ST.
(SEE NOTE 4)
CP21-BCWPA-MW-003C
CP21-BCWPA-MW-003B
CP21-BCWPA-MW-003A
(SEE NOTE 3)
CP21-BCWPA-MW-004C
CP21-BCWPA-MW-004B
CP21-BCWPA-MW-004A
THE C-512 CANAL
AT STATION 656+00 ADJACENT TO
L-514 LEVEE BECOMES L-512 LEVEE
CANAL A/5
CANAL B/4
CANAL C/3
AROUND
TURN
VEHICLE
PROPERTY LINE
5' DIAMETER MANHOLE (TYP)
D-511 ESA EMBANKMENT
1150+00
EXISTINGCP21-BCWPA-MW-004C
EXISTINGCP21-BCWPA-MW-004B
EXISTING
842,047.42 635,161.92
CP21-BCWPA-MW-004A
EXISTINGCP21-BCWPA-MW-003C
EXISTINGCP21-BCWPA-MW-003B
EXISTING
848,186.58 637,579.92
CP21-BCWPA-MW-003A
NOTESEASTINGNORTHINGWELL DESIGNATION
400+00
405+00
410+00
435+00
440+00
30+00
55+00
60+00
65+00
70+00
75+00260+00
265+00
295+00
300+00
305+00
310+00
1065+00
1070+00
0 1
1100+00
1105+00
1110+00
1115+00
+00
1175+00
1180+00
1185+00
1190+00
1195+00
600+00
605+00
610+00
615+00
620+00
625+00
+00
735+00
500+00
505+00
510+00
2055+00
2060+00
2050+00
+0
0+
705+00
710+00
715+00
720+00
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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
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SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
A1
OVERALL SITE PLAN
400' 800'0
MATCH LINE C-0003
S O
U T
H P
O S T R
O A
D
MITIGATION AREA "A"
U S
ACCESS WITH THE CONTRACTING OFFICER.
CONTRACTOR MUST ALSO COORDINATE ACTIVITIES IMPACTING WELL
FROM ADJACENT ACCESS ROADS WITHIN THE PROJECT LIMITS.
CONTRACTOR MUST MAINTAIN EXISTING ACCESS TO MONITORING WELLS 3.
ACCESS TO SBA CELL TOWER MUST BE MAINTAINED AT ALL TIMES.2.
CENTRAL LAKE TO BE FILLED. SEE SHEET CF0084.1.
GENERAL NOTES
S-508A
EXISTING LAKE
S-506B
S-505F
S-508D
S-508B
S-506A
S-505E
S-500A
C-11 IMPOUNDMENT
N
SHEET KEYNOTES
ENVIRONMENTAL PROTECTION REQUIREMENTS WITHIN PROJECT LIMITS.
SEE SHEET CD0001, SEE SPECIFICATION SECTION 01 57 20 FOR 7.
DETAILS AND COORDINATES.
FLORIDA BONNETED BAT HOUSE, SEE SPECIFICATION SECTION 01 57 20 FOR 6.
PROTECT AREAS FROM CONSTRUCTION ACTIVITIES. SEE SHEET GC0001.
EXISTING CONDITIONS WITHIN BOUNDARY TO REMAIN. CONTRACTOR TO 5.
4. BOAT RAMP (SEE DRAWING CZ0011 FOR TYPICAL DETAIL.)
EXISTING CANAL C/3 ALONG THE EASTERN LIMITS OF THE PROJECT.
DURING CONSTRUCTION THE CONTRACTOR MUST MAINTAIN FLOW OF 3.
C-11 CANAL.
EXISTING CANAL B/4 FROM THE SOUTHWEST 36TH STREET CROSSING TO THE
DURING CONSTRUCTION THE CONTRACTOR MUST MAINTAIN FLOW OF 2.
OUTFALL AT THE C-11 CANAL. SEE SHEET GC0007.
IMMEDIATELY NORTH OF THE PROJECT SITE TO THE EXISTING A/5 CANAL
STORM EVENT FROM THE EXISTING A/5 CANAL AND DRAINAGE AREA
DURING CONSTRUCTION THE CONTRACTOR MUST CONVEY THE 100 YEAR 1.
ACCESS
BERM WEST
FINGER LAKES
ACCESS
BERM EAST
FINGER LAKES
S-511
STAGING AREA
STAGING AREA
S-509
CF1907
A1
CF1905
A1
CF1910
A1
CF1904
A1
CF1906
A1
CF1901
A1
CF1908
A1
CF1909
A1
CF1911
A1
CF1912
A1
CF1917
D2
CF1917
D5
CF1914
A1
CF0038
F1
CF0039
A1
CF0038
A1
CF0036
E1
CF0034
A1
CF0037
D1
CF0034
E1
CF0034
C1 C-0006
C1
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