01_DRAFT_CNT2_Plans_4Civil_Part10.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a construction plan drawing showing the borrow area plan for the C-11 Impoundment project in Broward County, Florida. The drawing details a conceptual rock borrow pit area of approximately 23 acres and a restricted use muck area of 6 acres, with specific coordinate points provided for both areas.
The plan includes detailed survey coordinates, project limits, activity buffer zones, and station markers along the proposed construction path. Key features shown include Southwest 36th Street, Griffin Road, US 27, and South Postroad. The drawing contains general notes specifying that excavated materials from proposed canals must be the primary source of embankment fill, while borrow pits serve as a secondary source. The contractor is permitted to choose alternative borrow pit locations within the impoundment area as long as they comply with specified requirements. The plan also indicates an existing borrow pit that requires filling and includes environmental protection requirements within the project limits.
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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-0005
S
P O
P H
A M
V
S E
V E
R A
N C
J B
U R
K
THIS SHEET
1 2
3 4
(6 ACRES)
RESTRICTED USE MUCK AREA
5 6
(SEE SHEET CD0002
ACTIVITY BUFFER
RESTRICTED
(SEE SHEET CD0002
ACTIVITY BUFFER
RESTRICTED
(SEE SHEET CD0002)
PROJECT LIMITS
THIS SHEET
CORNER
RESTRICTED USE MUCK AREA
843,908.01629,224.008
CORNER
RESTRICTED USE MUCK AREA
844,662.48629,224.007
CORNER
RESTRICTED USE MUCK AREA
844,662.48629,554.086
CORNER
RESTRICTED USE MUCK AREA
843,908.01629,554.085
ROCK BORROW PIT CORNER844,691.13631,470.634
ROCK BORROW PIT CORNER845,641.13631,470.633
ROCK BORROW PIT CORNER845,641.13632,520.632
ROCK BORROW PIT CORNER844,691.13632,520.631
DESCRIPTIONEASTINGNORTHINGPOINT
LIMITS (SEE SHEET CD0002)
TEMPORARY PROJECT
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
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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
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SW 36TH ST
S O
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SW 26TH ST
GRIFFIN ROAD
A1
BORROW AREA PLAN
400' 800'0
MATCH LINE C-0004
C-11 IMPOUNDMENT
SOUTHWEST 36TH STREET
GRIFFIN ROAD
U S
S O
U T H P
O S T R
O A
D
KEY PLAN
GENERAL NOTES
N
N
WITH THE BORROW AREA NOTES ON SHEET C-0004.
OTHER BORROW PIT LOCATIONS WITHIN THE IMPOUNDMENT THAT COMPLY
CONCEPTUAL BORROW PIT AREAS SHOWN. THE CONTRACTOR MAY CHOOSE 5.
FILL AS DESCRIBED IN SPECIFICATION SECTION 35 73 13.
BORROW PITS WILL BE USED AS A SECONDARY SOURCE OF EMBANKMENT 4.
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 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.
(SEE NOTES 3, 4, & 5)
(23 ACRES)
ROCK BORROW PIT
CONCEPTUAL
SHEET KEYNOTES
PROTECTION REQUIREMENTS WITHIN PROJECT LIMITS.
SEE SHEET CD0002, SEE SPECIFICATION SECTION 01 57 20 FOR ENVIRONMENTAL 2.
PROTECT AREAS FROM CONSTRUCTION ACTIVITIES. SEE SHEET GC0002.
EXISTING CONDITIONS WITHIN BOUNDARY TO REMAIN. CONTRACTOR MUST 1.
EXISTING BORROW PIT TO BE FILLED
POINT TABLE
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NDRAFT
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