DRAFT - CNT11A_A-2_Reservoir_Intermediate_Plans_partial_9Nov21.pdf
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- Solicitation number
- W912EP22Z0007
About this file
This document package includes draft intermediate design plans and specifications for the Central Everglades Planning Project Contract 11A reservoir foundation project located in Palm Beach County, Florida, as well as a related federal sources sought notice.
The draft plans provide location maps, site access details, borrow area coordinates, and typical sections outlining the reservoir foundation preparation work including clearing, grubbing, dewatering, controlled low strength material placement, cutoff wall installation, and embankment construction. The sources sought notice seeks capability statements from contractors for a potential $250-500 million firm fixed price contract to prepare approximately 16 miles of reservoir foundation over an estimated 1460 calendar day period of performance. Responses are requested by December 14, 2021 and should demonstrate experience with cutoff wall, embankment foundation, and surface/groundwater management projects in high rainfall areas. The contract will be awarded by the US Army Corps of Engineers, Jacksonville District and is set aside for small businesses.
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LOCATION MAP - SOUTH FLORIDA
SCALE: NTS
FEATURES MAP
SCALE: NTS
N
N
EXISTING
A-1 FEB
SEE SITE ACCESS MAP
A-2 STA
(UNDER CONSTUCTION)
A-2 RESERVOIR
A-2 IN-FLOW /
OUT-FLOW CANAL
(UNDER CONSTRUCTION)
PROJECT LIMITS OF
CONSTRUCTION
LEGEND
1 SURVEY CONTROL POINT
NORTHING EASTING DESCRIPTIONELEV.
SURVEY CONTROL POINTS
CONTROL
NO, NGS-PID
P781 DQ1735 762645.71 758309.45 21.56 FLANGE-ENCASED STAINLESS STEEL ROD
Q781 DQ1737 770222.74 758388.24 16.06 FLANGE-ENCASED STAINLESS STEEL ROD
SW1 DQ1738 776534.82 758299.31 16.54 SURVEY DISK SET IN PAVEMENT / SLAB
21 N/A 764234.88 735600.30 20.87 ½” iron pipe with orange cap “TRAV PT LB 4603”
30 N/A 782495.72 741798.91 11.09 ½” iron pipe with orange cap “TRAV PT LB 4603”
31 N/A 782463.60 741720.55 10.89 ½” iron pipe with orange cap “TRAV PT LB 4603”
33 N/A 779739.94 731277.84 12.40 ½” iron pipe with orange cap “TRAV PT LB 4603”
WETLAND
SW1
Q781
P781
PROJECT LOCATION
DISTRICT BOUNDARY
SOUTH FLORIDA
WATER MANAGEMENT
ORLANDO
FT. PIERCE
STUART
JUPITER
WEST PALM BEACH
BOCA RATON
FORT LAUDERDALE
MIAMI
EVERGLADES
NATIONAL
PARK
KEY WEST
NAPLES
FT. MYERS
OKEECHOBEE
M iam iC anal
L-23
L 19
NorthNew RiverCanal
EVERGLADES WILDLIFE MANAGEMENT AREA
13 MILES TO BELLE GLADE
30 MILES TO FORT LAUDERDALE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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US Army Corps of Engineers
U .S
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G-103
DRAFT - N
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N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ALLIGATOR ALLEY
AutoCAD SHX Text
TURNPIKE
AutoCAD SHX Text
KISSIMMEE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SHEET ID
US Army Corps of Engineers
U .S
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G-104
CANAL CROSSING
CONSTRUCTION
FIELD OFFICE
LOCATION
USACE
CONSTRUCTION
FIELD OFFICE
LOCATION
CANAL CROSSING
NTS
SITE ACCESS MAP
PLAN
NORTHDRAFT - N
OT FOR C
ONSTRUCTIO
N
AutoCAD SHX Text
AutoCAD SHX Text
914+75.66 0+00
50+00
100+00
150+00
200+00
250+00
300+00
350+00
400+00
450+00
0+
0+
0+
0+
0+
720+00
750+00
850+00
900+00
C-101 C-102
C-103
C-104
C -105
C -106
C-107
C-108 C-109
C -110
C -111
C -112
C-113
C-114C-115C-116C-117C-118
C-119
C -120
C -121
C -122
C -123
N 782493 E 741799
N 779813 E 741816
N 782493 E 746235
N 779813 E 746280
N 773393 E 753423
N 770650 E 753423
N 773393 E 757670
N 770650 E 757731
N 767920 E 744807
N 767945 E 747463
N 764658 E 744852
N 764723 E 747492
N 776537 E 732752
N 776537 E 736711
N 774527 E 732791
N 774527 E 736711
0+00
TO
914+75.66
50+00
100+00
150+00
200+00
250+00
300+00
350+00
400+00
450+00 500+00
550+00
600+00
650+00
700+00
750+00
900+00
850+00
800+00
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
Borrow Area (1)
Borrow Area (2)
Borrow Area (4)
Borrow Area (5)
Borrow Area (3)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
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ID
A
OVERALL SITE PLAN
PLAN
NORTH
0 1000' 2000'
O
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N
AL
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1%
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2%
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C-100
Borrow Area (1) Coordinates
NORTHING
(USFT)
EASTING
(USFT)
782443 741849
779863 741866
782443 744349
779863 744366
Borrow Area (2) Coordinates
NORTHING
(USFT)
EASTING
(USFT)
773343 753473
772263 753473
773343 755973
772263 755973
Borrow Area (3) Coordinates
NORTHING
(USFT)
EASTING
(USFT)
771910 753473
770686 753473
771910 755973
770686 755973
Borrow Area (5) Coordinates
NORTHING
(USFT)
EASTING
(USFT)
776487 734411
776487 736661
774577 736661
774577 734411
Borrow Area (4) Coordinates
NORTHING
(USFT)
EASTING
(USFT)
767870 744857
766270 744902
767895 747413
766295 747442
DRAFT - N
OT FOR CONSTRUCTION
A
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D B
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D R
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B
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N O
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SHEET ID
US Army Corps of Engineers
U .S
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FI
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P
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N
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G P
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C
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EP
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C O
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A, E
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A-
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VO
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N A
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W
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B
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C
H C
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N
TY
, F
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R
ID
A
EXISTING GRADE
CLSM (EL 8.0)
(SEE NOTE 2)
24" MIN. CUTOFF WALL
PREPARED FOUNDATION
GRADE (SEE NOTE 2)
TOP OF ROCK
(SEE NOTE 4)
PREPARED FOUNDATION
GRADE
CLSM (EL. 8.0)
(SEE NOTE 2)
PREPARED FOUNDATION
GRADE
24" MIN. CUTOFF WALL
EL. VARIES -40' TO -50'
PREPARED FOUNDATION
GRADE (SEE NOTE 2)
TOP OF ROCK
(SEE NOTE 4)
EXISTING GRADE
CLEAR, GRUB
AND DEMUCK
CLEAR, GRUB
AND DEMUCK
CLEAR, GRUB
AND DEMUCK
CLEAR, GRUB
AND DEMUCK
200' +/- VAR.
VAR. 200' +/-
-C
EP
P-
C
1.
D
W G
C .R
AL
PH
, P E
W .C
O W
D R
EY
B.
D
IL
LE
H
AY
, P E
B.
D
IL
LE
H
AY
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TY
PI
C
AL
S
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C
IV
IL
C-201
1' 1'
1'
1'
SILT FENCE
SILT FENCE SILT FENCE
SILT FENCE
EL. VARIES -25.0 TO -40.0
EAA A-2 TYPICAL SECTION (NORTH)A
EAA A-2 TYPICAL SECTION (EAST)B
GENERAL NOTES
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
2. REFERENCE SECTION 31 66 10 PREPARATION OF ROCK
FOUNDATION AND 31 23 24 CONTROLLED LOW STRENGTH
MATERIAL (CLSM).
3. REFERENCE SECTION 02 35 29 CUTOFF WALL.
4. REFER TO SECTION 00 31 32 GEOTECHNICAL DATA REPORT
FOR TOP OF ROCK.
5. PERFORM FOUNDATION MAPPING AND PREPARATION, AND
CLSM PLACEMENT IN A DEWATERED STATE.CL
CL
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
128' +/- 115' +/- 14' +/-
120' +/-
26'
128' +/-
24'
SILT FENCE
100' +/- 15' +/-
0 5' 10'
0 5' 10'
DRAFT - N
OT FOR C
ONSTRUCTIO
N
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
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E
FL
. 3
FI
LE
N
AM
E
C
EN
TR
AL
E
VE
R G
LA
D
ES
P
LA
N
N
IN
G P
R O
JE
C
T (C
EP
P)
C O
N
TR
AC
T
A, E
AA
A-
R
ES
ER
VO
IR
F
O U
N D
AT
IO
N A
N D
C U
TO
FF
W
AL
L
PA
LM
B
EA
C
H C
O U
N
TY
, F
LO
R
ID
A
VAR.
200' +/-
VAR.
EL. -40.0
EL. 17.7 (MIN.)
24" MIN. CUTOFF WALL
SELECT FILL
CLSM (EL. 7.5)
(SEE NOTE 2)
CLEAR, GRUB
AND DEMUCK
EMBANKMENT CUT
14'
SELECT FILL
24" MIN. CUTOFF WALL
CLEAR, GRUB
AND DEMUCK
CLSM (EL. 7.5)
(SEE NOTE 2)
CLEAR, GRUB
AND DEMUCK
-C
EP
P-
C
2.
D
W G
C .R
AL
PH
, P E
W .C
O W
D R
EY
B.
D
IL
LE
H
AY
, P E
B.
D
IL
LE
H
AY
, P E
TY
PI
C
AL
S
EC
TI
O
N S
C
IV
IL
C-202
EAA A-2 TYPICAL SECTION (SOUTH)C
EAA A-2 TYPICAL SECTION (WEST)D
200' +/-
GENERAL NOTES
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
2. REFERENCE SECTION 31 66 10 PREPARATION OF ROCK
FOUNDATION AND 31 23 24 CONTROLLED LOW STRENGTH
MATERIAL (CLSM).
3. REFERENCE SECTION 02 35 29 CUTOFF WALL.
4. REFER TO SECTION 00 31 32 GEOTECHNICAL DATA REPORT
FOR TOP OF ROCK.
5. PERFORM FOUNDATION MAPPING AND PREPARATION, AND
CLSM PLACEMENT IN A DEWATERED STATE.
6. PERFORM CANAL FILLING IN A DEWATERED STATE.
7. THE CANAL WILL BE DEMUCKED, SHAPED AND THE
SURFACE TREATED WITH CLSM BEFORE BEING
BACKFILLED WITH SELECT FILL.
SILT FENCE
LIMITS OF
CONSTRUCTION
SILT FENCE
LIMITS OF
CONSTRUCTION
SILT FENCE
LIMITS OF
CONSTRUCTION
SILT FENCE
LIMITS OF
CONSTRUCTION
CL
CL
EL. -40.0
2%
PREPARED FOUNDATION
GRADE
PREPARED FOUNDATION
GRADE (SEE NOTE 2)
PREPARED FOUNDATION
GRADE
PREPARED FOUNDATION
GRADE (SEE NOTE 2)
105' +/- 116'+/-
120' +/- 125' +/-
25' +/-
10' +/-
110' +/-
115' +/-
83'
0 5' 10'
0 5' 10'
EL. 17.5 (MIN.)
TOP OF ROCK
(SEE NOTE 4)
TOP OF ROCK
(SEE NOTE 4)
SEE NOTE 7
DRAFT - N
OT FOR C
ONSTRUCTIO
N
| DRAFT - CNT11A_A-2_Reservoir_Intermediate_Plans_09142021 |
| 370939-CEPP-G103-G-103 LOCATION AND VICINITY MAP |
| Sheets and Views |
| G-103 LOCATION AND VICINITY MAP |
| Sheet 1 |
| 370939-CEPP-G104-G-104 ACCESS MAP |
| Sheets and Views |
| G-104 ACCESS MAP |
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| 370939-CEPP-C201-C-201 TYPICAL SECTIONS |
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| C-201 TYPICAL SECTIONS |
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| C-202 TYPICAL SECTIONS |
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| C-100 C-100 EAA 11 Foundation |
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