01_DRAFT_CNT2_Plans_4Civil_Part9.pdf
PDF 21 MB Posted
- Solicitation number
- W912EP25Z0012
About this file
This is a civil engineering drawing showing a borrow area plan for the Broward County Water Preserve Areas Project Contract 2, C-11 Impoundment and Mitigation Area A in Broward County, Florida. The drawing details a 42-acre conceptual rock borrow pit area and multiple restricted use muck areas totaling approximately 15 acres.
The plan includes specific technical requirements for borrow area management, including minimum distances from embankment toes (250 feet), maximum depth limitations (-6.0 elevation), side slope requirements (3H:1V), and backfill requirements with excavated muck material (minimum 3 feet thickness). The drawing contains surveying coordinates for key corner points, general notes about material handling and stockpile management, and indicates that satisfactory material excavated from proposed canals must be used as the primary source of embankment fill, with borrow pits serving as a secondary source. The plan is part of contract W912EP-24-C-XXXX issued by the US Army Corps of Engineers Jacksonville District.
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
B O
R R
O W
A R
E A
P L
A N
C-0004
S
P O
P H
A M
V
S E
V E
R A
N C
J B
U R
K
THIS SHEET
(3 ACRES)
RESTRICTED USE MUCK AREA
(12 ACRES)
RESTRICTED USE MUCK AREA
8 10
CORNER
RESTRICTED USE MUCK AREA
842,194.71635,511.3116
CORNER
RESTRICTED USE MUCK AREA
847,774.70637,130.2915
CORNER
RESTRICTED USE MUCK AREA
848,544.89637,130.2914
CORNER
RESTRICTED USE MUCK AREA
842,556.23635,872.8310
CORNER
RESTRICTED USE MUCK AREA
842,556.23635,511.319
CORNER
RESTRICTED USE MUCK AREA
842,194.71635,872.838
CORNER
RESTRICTED USE MUCK AREA
848,544.89636,438.687
CORNER
RESTRICTED USE MUCK AREA
847,774.70636,438.686
ROCK BORROW PIT CORNER848,646.88635,673.954
ROCK BORROW PIT CORNER848,646.88634,598.953
ROCK BORROW PIT CORNER846,946.88634,598.952
ROCK BORROW PIT CORNER846,946.88635,673.951
DESCRIPTIONEASTINGNORTHINGPOINT
1150+00
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
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 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
BORROW AREA PLAN
400' 800'0
MATCH LINE C-0005
O
U T
H P
O S T R
O A
D
MITIGATION AREA "A"
C-11 IMPOUNDMENT
U S
(SEE NOTES 4, 5, & 6)
(42 ACRES)
ROCK BORROW PIT
CONCEPTUAL
CENTRAL LAKE
N
GENERAL NOTES
WITH THE BORROW AREA NOTES ON THIS SHEET.
OTHER BORROW PIT LOCATIONS WITHIN THE IMPOUNDMENT THAT COMPLY
CONCEPTUAL BORROW PIT AREAS SHOWN. THE CONTRACTOR MAY CHOOSE 6.
FILL AS DESCRIBED IN SPECIFICATION SECTION 35 73 13.
BORROW PITS WILL BE USED AS A SECONDARY SOURCE OF EMBANKMENT 5.
SPECIFICATION SECTION 35 73 13.
BE USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST 4.
OWN RISK.
MATERIAL AVAILABLE FOR USE BY THE CONTRACTOR AT THE CONTRACTORS
STAGING/LAYDOWN AREA CONTAINS EXISTING UNCLASSIFIED STOCKPILE 3.
IN ACCORDANCE WITH SPECIFICATION 31 00 00 EARTHWORK.
STOCKPILES OF MUCK. STOCKPILE PLACEMENT AND MANAGEMENT MUST BE
STOCKPILES OF EXCAVATED SOILS AND ROCK MUST BE SEPARATE FROM 2.
BORROW PIT.
SEE SHEET CF0084 AND CF0085 FOR FILLING CENTRAL LAKE AND EXISTING 1.
SPECIFICATION 31 00 00 EARTHWORK
5. BORROW AREA MANAGEMENT MUST BE IN ACCORDANCE WITH
WITH A MINIMUM THICKNESS OF THREE FEET.
BORROW AREAS MUST BE BACKFILLED WITH EXCAVATED MUCK MATERIAL 4.
BORROW AREA SIDE SLOPES MUST NOT EXCEED 3H:1V.3.
ELEVATION -6.0.
THE BORROW PIT BOTTOM ELEVATION MUST NOT BE DEEPER THAN 2.
FROM THE D-511 INTERIOR EMBANKMENT TOE.
BORROW AREA EXCAVATIONS MUST BE LOCATED A MINIMUM OF 250 FEET 1.
BORROW AREA NOTES
SHEET KEYNOTES
PROTECTION REQUIREMENTS WITHIN PROJECT LIMITS.
SEE SHEET CD0001, SEE SPECIFICATION SECTION 01 57 20 FOR ENVIRONMENTAL 3.
LAYDOWN/STAGING AREA (SEE NOTE 3).2.
PROTECT AREAS FROM CONSTRUCTION ACTIVITIES. SEE SHEET GC0001.
EXISTING CONDITIONS WITHIN BOUNDARY TO REMAIN. CONTRACTOR MUST 1.
POINT TABLE
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 .