01_DRAFT_CNT2_Plans_4Civil_Part8.pdf
PDF 21 MB Posted
- Solicitation number
- W912EP25Z0012
About this file
This is an engineering site plan drawing showing details for the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. The drawing depicts the overall site layout including a D-511 embankment with 14' crest width at elevation 18.8', C-511 canal with bottom elevation -20', environmentally sensitive areas (ESAs), existing monitoring wells, and a 6-foot chain link security fence spanning 2,700 linear feet. Key features shown include a truck stop, 5' diameter manholes, existing borrow pit to be filled, and boat ramp access points. The drawing contains detailed station markers, coordinate information for monitoring wells, and notes regarding requirements to maintain flow in existing canals during construction. The plan is marked as "CONTRACT 2 MOD003 - FOR INFORMATION ONLY - NOT REVIEWED - NOT FOR CONSTRUCTION" dated 12/06/2024.
The site plan includes several cross-references to other detailed drawings and specifications, particularly for environmental protection requirements, Florida bonneted bat house details, and temporary drainage plans. The drawing is part of solicitation W912EP-24-C-XXXX issued by the US Army Corps of Engineers Jacksonville District and was prepared by Stantec/Tetra Tech Joint Venture. The drawing is signed and sealed by Professional Engineer Vincent Joseph Severance (Florida License No. 93101).
View the file
Other files
Show 40 more
Latest 50 of 56 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
W W
E B
E R
S H
E E
T
O F
O V
E R
A L
L S
IT
E
P L
A N
C-0003
S
P O
P H
A M
V
S E
V E
R A
N C
J B
U R
K
THIS SHEET
CREST WIDTH 14'
CREST EL 18.8'
D-511 EMBANKMENT,
BOTTOM EL -20'
C-511 CANAL
D-511 ESA EMBANKMENT
ENVIRONMENTALLY SENSITIVE AREA
EXISTING BORROW PIT (SEE NOTE 1)
ENVIRONMENTALLY SENSITIVE AREA
C-11 CANAL
EXISTING S-381
TRUCK STOP
EXISTING
5' DIAMETER MANHOLE (TYP)
BOTTOM EL -20'
C-511 CANAL,
BOTTOM EL -23'
C-511 CANAL,
(SEE NOTE 2)
CP08-BCWPA-MW-141C
CP08-BCWPA-MW-141B
CP08-BCWPA-MW-141A
(SEE NOTE 2)
CP08-BCWPA-MW-144B
CP08-BCWPA-MW-144A
(SEE NOTE 2)
CP08-BCWPA-MW-145B
CP08-BCWPA-MW-145A
CANAL B/4 CANAL C/3
EXISTING
0145B
CP08-BCWPA-MW-
EXISTING
842,129.16 632,717.89 0145A
CP08-BCWPA-MW-
EXISTING
0144B
CP08-BCWPA-MW-
EXISTING
842,129.87 630,456.26 0144A
CP08-BCWPA-MW-
EXISTING
0141C
CP08-BCWPA-MW-
EXISTING
0141B
CP08-BCWPA-MW-
EXISTING
847,223.54 631,306.62
0141A
CP08-BCWPA-MW-
NOTESEASTINGNORTHINGWELL DESIGNATION
SHEET GC0007
DRAINAGE, SEE
TEMPORARY
SECURITY FENCE (2,700 LF)
FNCC 6 FT CHAIN LINK
420+00
425+0
430+00 80+00
85+00
90+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
160+
0200+00
205+00
215+00
220+00
225+00
230+00
235+00
240+00
245+00
250+00
255+00
1000+00
1005+00
+00
1020+00
1025+00
1030+00
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
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 -0
.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2
S ta 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
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
A1
OVERALL SITE PLAN
400' 800'0
MATCH LINE C-0002
C-11 IMPOUNDMENT
SOUTHWEST 36TH STREET
GRIFFIN ROAD
U S
GENERAL NOTES
SHEET KEYNOTES
DETAILS AND COORDINATES.
FLORIDA BONNETED BAT HOUSE, SEE SPECIFICATION SECTION 01 57 20 FOR 7.
PROTECTION REQUIREMENTS WITHIN PROJECT LIMITS.
SEE SHEET CD0002, SEE SPECIFICATION SECTION 01 57 20 FOR ENVIRONMENTAL 6.
PROTECT AREAS FROM CONSTRUCTION ACTIVITIES. SEE SHEET GC0002.
EXISTING CONDITIONS WITHIN BOUNDARY TO REMAIN. CONTRACTOR TO 5.
4. BOAT RAMP (SEE DRAWING CZ0011 FOR TYPICAL DETAIL).
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.
S-505B
S-505C
N
CONTRACTING OFFICER.
MUST ALSO COORDINATE ACTIVITIES IMPACTING WELL ACCESS WITH THE
FROM ADJACENT ACCESS ROADS WITHIN PROJECT LIMITS. CONTRACTOR
CONTRACTOR MUST MAINTAIN EXISTING ACCESS TO MONITORING WELLS 2.
BORROW PIT TO BE FILLED. SEE SHEET CF0085.1.
STOCKPILE
EMERGENCY
SOUTHWEST
AT 36TH STREET
LOOP ACCESS
CANAL A/5
CF1902
A1
CF1903
A1
CF1917
A2
CF1915
A1 CF1916
A1
CF1913
A1
CF0034
E1
CF0035
A1
CF0036
C1
CF0036
A1
CF0037
A1
CZ0031
A1
CZ0030
A1
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
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
k3endlml Stamp
File details come from the government source that posted it. Updated .