BCWPA_CNT2_DRAFT_PLANS_28of46.pdf
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- Solicitation number
- W912EP24Z0002
About this file
This file summary describes a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Jacksonville is soliciting proposals under solicitation number W912EP24Z0002 for comprehensive Everglades restoration work involving the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. Services required include construction and mitigation efforts related to water preservation areas as part of the larger Broward County Comprehensive Everglades Restoration Plan. The opportunity is identified as a special notice with no specified response or award dates included in the file.
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Text version
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THIS SHEET
EXISTING BORROW PIT
SEE SHEET CZ0028
TRANSITION BEGINS AT 214+20.
PERMANENT SLURRY WALL
SHEET CZ0028.
BY CONSTRUCTION METHOD. SEE
CONSTRUCTION. STATION VARIES
END OF SLURRY WALL
SEE SHEET CZ0028
TRANSITION BEGINS AT 111+00.
PERMANENT SLURRY WALL
SEE SHEET CZ0028.
CONSTRUCTION METHOD.
VARIES BY
CONSTRUCTION. STATION
END OF SLURRY WALL
SEE SHEET CZ0027.
CENTERLINE.
D-511 EMBANKMENT
EDGE, 7.0' LT OFFSET FROM
SLURRY WALL DOWNSTREAM D-511 EMBANKMENT CENTERLINE
TERMINATION, SEE SHEET CZ0029
TEMPORARY SLURRY WALL
TERMINATION, SEE SHEET CZ0029
TEMPORARY SLURRY WALL
80+00
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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
A1
SLURRY WALL PLAN
400' 800'0
GENERAL NOTES
SHEET KEYNOTES
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.
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SCARIFIED AS REQUIRED BY SECTION 35 73 13.
FILL, IN-PLACE COMPACTED FILL MUST BE MOISTURE CONDITIONED AND
BY SECTION 02 35 29. PRIOR TO PLACEMENT OF ADDITIONAL EMBANKMENT
CONTRACTOR’S TEMPORARY WORKBENCH MUST BE REMOVED AS REQUIRED
MINIMUM REQUIRED STRENGTH, DELETERIOUS MATERIALS ON THE
UPON COMPLETION OF SLURRY WALL INSTALLATION AND ACHIEVING THE
INTEGRITY OF THE SLURRY WALL DURING SUBSEQUENT CONSTRUCTION.
REQUIRED STRENGTH SHOULD BE ACHIEVED TO AVOID ANY DAMAGE TO THE
PILES AND PLACEMENT OF COMPACTED FILL TO DESIGN GRADES. MINIMUM
SEEPAGE COLLECTION SYSTEM AND TOE DRAIN, INSTALLATION OF SECANT
STARTING ASSOCIATED WORK TO INCLUDE BUT NOT LIMITED TO THE
REQUIRED STRENGTH IN ACCORDANCE WITH SECTION 02 35 29 PRIOR TO
THE SLURRY WALL MUST BE INSTALLED AND CURED TO THE MINIMUM 3.
INDICATED IN SPECIFICATION SECTION 02 35 29.
FOUNDATION. LIMITS FOR LENGTH OF OPEN UNSUPPORTED TRENCH ARE AS
WITH 35 73 13, AND WILL INCLUDE PORTIONS OF THE EMBANKMENT
TEMPORARY WORK BENCH WHICH MUST BE CONSTRUCTED IN ACCORDANCE
SECTION 02 35 29. CONSTRUCTION WILL REQUIRE INSTALLATION OF A
CONSTRUCTION OF THE SLURRY WALL MUST BE IN ACCORDANCE WITH 2.
COMPLETION OF SLURRY WALL
THE CONTRACTOR MAY PROGRESS WITH CONSTRUCTION PRIOR TO
THE PROJECT. IN LOCATIONS OUTSIDE OF THE SLURRY WALL ALIGNMENT,
TESTING OF THE SLURRY WALL IS COMPLETED AS AN EARLY WORK ITEM ON
CONTRACTOR MUST SEQUENCE THE WORK SUCH THAT INSTALLATION AND 1.
U S
C-11 IMPOUNDMENT
SOUTHWEST 36TH STREET
GRIFFIN ROAD
CANAL A/5
CANAL B/4
CANAL C/3
C-11 CANAL DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 035-114627_C-11_CNT2_C-CF0004 |
| 036-114627_C-11_CNT2_C-CF0005 |
| 037-114627_C-11_CNT2_C-CF0006 |
| 038-114627_C-11_CNT2_C-CF0007 |
| 039-114627_C-11_CNT2_C-CF0008 |
| 040-114627_C-11_CNT2_C-CF0009 |
| 041-114627_C-11_CNT2_C-CF0010 |
File details come from the government source that posted it. Updated .