Survey Final RTA C-23-24 STA 2021-07-06.pdf
PDF 16 MB Posted
- Solicitation number
- W912EP21R0022
About this file
This federal solicitation seeks proposals for the Comprehensive Everglades Restoration Plan, Indian River Lagoon South C-23/24 Stormwater Treatment Area project located in St. Lucie County, Florida. The base work includes construction of two cells totaling approximately 410 acres west of County Road 613, and three cells totaling approximately 1,560 acres east of County Road 613, along with requisite perimeter levees, collection channels, and box culverts. An option to install a temporary pump station is also included. Proposals are due by August 12, 2021. The contract is valued between $100-175 million and has a performance period of approximately 1,460 calendar days after notice to proceed. The solicitation will be issued on the SAM.gov website by the U.S. Army Corps of Engineers Jacksonville District.
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WOOD FENCE
PIPE #2
(7)18" PALM TREES
18"
18"
18"
(3)18" PALM TREES
(5)18" PALM TREES
14" PALM
AND; 16" PINE
AND; (1)6" PINE TREE
AND; 10" PINE TREE
(1)10" OAK TREE
(2) 12" PALM TREES
AND; 8"&6" OAK TREES
(3)12"
16"PALM TREE
(4)10"-18" OAK TREES (3)8"-18" OAK TREES
AND; (1)8" OAK TREE
(4)12"-14" PALM TREES
(2)12" PALM TREES
AND; (1)12" PALM TREE
AND; (4)10-18" OAK TREES(4)12" PALM TREES
(2)14" PALM TREES
(4)24"-28" OAK TREES
(3)14" PALM TREES
10"
28"12" 12"
16"
10"
12" 14"
14"
14"
20"
20"
16" 14" 12" 12"
6" 12"
16" 12"
10"
(2)14"
30"
OAK TREES (12"-16")
AND; CLUSTER OF (5)
PALM TREES (12"-14")
CLUSTER OF (6)
15" 20" 14" (3)8"14"
14"
20"
18"
18"
12"
18"
12"
16"
18"
18"
14" 12"
14" 30"
14"
12"
14"
14" 14" 12"
20"
12"14"
12"
20"
20"
12"
12"
18"
18"
18"
18"
18"14"
18"
14"TREES
PALM
(2)12"
PIPE #6
IE=16.57(W)
IE=16.09(E)
24"CMP
Above Ground 55.1'
Low Wire Height
Above Ground 59.9'
Low Wire Height
Above Ground 50.6'
Low Wire Height
Above Ground 51.6'
Low Wire Height
Above Ground 24.2'
Low Wire Height
Above Ground 23.4'
Low Wire Height
Above Ground 24.5'
Low Wire Height
Above Ground 47.7'
Low Wire Height
Above Ground 31.3'
Low Wire Height
42" STEEL CASING
*NOTE: NORTH INVERT TAKEN AT INVERT OF
STATION
PUMP
Above Ground 34.8'
Low Wire Height
Above Ground 20.5'
Low Wire Height
Above Ground 44.9'
Low Wire Height
Above Ground 25.0'
Low Wire Height
Above Ground 79.3'
Low Wire Height
Above Ground 25.3'
Low Wire Height
Z=0.0000
Y=1108250.6000
X=819173.7680
Z=0.0000
Y=1116396.8616
X=808916.7211
Above Ground 44.3'
Low Wire Height
Above Ground 24.9'
Low Wire Height
Above Ground 24.0'
Low Wire Height
Above Ground 23.8'
Low Wire Height
Above Ground 47.6'
Low Wire Height
Above Ground 46.8'
Low Wire Height
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O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
OHEOHE
O H
E
OHE
OHE
OHE
OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
PUMP STATION
PUMP STATION
COLLAPSED
PUMP STATION
PUMP STATION
TRAILER
PUMP STATION
PUMP STATION
PUMP STATION
PUMP STATION
PUMP STATION
PUMP STATION
PUMP STATION
TRAILER
PUMP STATION
PUMP STATION
PUMP STATION
WOOD SHED
COLLAPSED
T R
A
IL
E R
WOOD TABLE
PUMP STATION
PUMP STATION
WOOD BARN
COLLAPSED
WOOD BUILDING
PUMP STATION
BARN
TRAILER
COLLAPSED
PUMP STATION
PUMP STATION
WOOD BARN
30"CMP
PIPE INVERT TABLE
19.46(N) 19.44(S)
IE 1 IE 2PIPE # SIZE
18"CMP
60"CMP
18"CMP
18"CMP
16.66(S)5 24"CMP 15.73(N)
15.98(W)
PIPE INVERT TABLE
PIPE #
IE 2
12.33(E)
SIZE IE 1
3 19.59(S)
16.29(E) 16.14(W)
UNK
24"CMP
18"STEEL
16.09(E)24"CMP
UNK
UNK
19.28(N)
6"PVC 18.96(N)
UNK
18.91(W) UNK
IE 2
18.62(N)
16.61(S)16.61(N)
6"PVC
IE 2
15.11(E)14.98(W)
PIPE INVERT TABLE
SIZE IE 1PIPE #
19.41(S)
20.61(S)
4 16.91(N)
2 16.34(N)
UNK20.42(S)
16.73(E)
16.57(S)
17.38(W)
12.06(N)*
SIZEPIPE # IE 2IE 1
18"CMP
12.19(E)
UNK
11.14(E)
UNK
18"CMP
UNK
PIPE INVERT TABLE
24"CMP2 16.29(E)16.17(W)
30"CMP3 13.28(S)16.62(N)
16.36(E)
IE 1 IE 2
PIPE INVERT TABLE
SIZE
12"CMP 16.54(W)
PIPE #
3 12"CMP
18"CMP
PIPE # SIZE
24"CMP
16.60(E)16.32(W)
UNK
15.89(E)
11.90(W)84"CMP
16.20(W)
16.34(N)
PIPE INVERT TABLE
11.84(W)
12"CMP
16.12(N)
19.37(N)
12.07(W)
18.65(N)
12"CMP
54"CMP1
IE 2IE 1
12"CMP3
54"CMP2
IE 1
IE 2IE 1
16.93(N)1
SIZE
24"CMP
PIPE #
PIPE INVERT TABLE
UNK
3 17.00(E)
14.48(W)4
17.18(W) 16.53(E)
16.82(W)
2 24"CMP
PIPE INVERT TABLE
PIPE #
30"CMP
SIZE
IE 1 IE 2
30"CMP
16.76(W)
15.68(S)
12"RCP
16.84(E)
16.80(W)
30"CMP
17.07(N)
17.27(E)
13.803
21.46
30"CMP
14.7922.57
21.19
TOP BOTTOM
METAL FLOOD GATE (MFG) TABLE
MFG #
10.66
20.84
1 22.06
18"CMP 17.48(N)2
14.29(E)
18.14(S)
14.26(E)
17.80(N) 18.57(S)
14.75(W)
SIZE
PIPE INVERT TABLE
18"CMP
30"CMP
IE 2
PIPE # IE 1
TOP EL= 16.26(E)
15.85(N)2
18.66(W)
24"CMP
18.46(E)
16.13(S)
PIPE # IE 1SIZE
PIPE INVERT TABLE
16.31(W) TOP EL=
IE 2
24"CMP
6"PVC
12"CMP
17.13(W)2
PIPE INVERT TABLE
PIPE #
6"PVC
SIZE
17.00(E)
PIPE # IE 1SIZE
PIPE INVERT TABLE
17.44(W) 16.07(E)
IE 2
17.42(E)16.91(W)
17.08(W) 16.84(E)
18.33(W) 19.27(E)
24"CMP
SIZE
24"CMP
IE 1 IE 2
PIPE INVERT TABLE
PIPE #
6"PVC
30"CMP
PIPE INVERT TABLE
SIZE
30"CMP
24"CMP
30"CMP
30"CMP PIPE #
17.61(W)
15.27(E)
15.83(S)15.37(N)
IE 2IE 1
TOP EL=1
BARBED WIRE FENCE
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
BARBED WIRE FENCE
BARBED WIRE FENCE
B A
R B
E D W
IR
E F
E N
C E
BARBED WIRE FENCE
B A
R B
E D W
IR
E F
E N
C E
CHAIN LINK
FENCE
BARBED WIRE FENCE
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
WOOD FENCE
B A R B E D W
IR
E F
E N C E
BARBED WIRE FENCE
BARBED WIRE FENCE
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
BARBED WIRE FENCE
BARBED WIRE FENCE
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
B A
R B
E D W
IR
E F
E N
C E
IE
.7
IE=17.24
6"PVC 6"PVC
IE=16.75
"C
M P
IE=16.44
IE=18.57
IE=17.24
6"PVC6"PVC
IE
.7
IE
.8
IE
.7
"C
M P
"C
M P
IE
.7
IE
.7
IE=16.54
36"CMP
PUMP STATION
IE=17.08
IE=16.77
PUMP STATION
30"CMP
IE=17.74
PUMP STATION
IE=16.50
IE=17.02
IE=16.59
"C
M P
IE=17.09
IE=16.15IE=16.70
IE=16.76
24"CMP36"CMP
IE=16.72
IE=15.88
IE=16.64
24"RCP
IE=16.14
P
IP
E
PIPE #1
"C
M P
IE=16.32
IE=18.74
"C
M P
24"CMP
IE=17.74
IE=16.11
IE=14.52
"R
C P
PUMP STATION
"C
M P
PIPE #2
IE=17.41
IE=20.62
24"CMP
IE=17.37
"C
M P
6"PVC 6"PVC
"C
M P
IE=17.76
6"PVC6"PVC
(TYP)(TYP)
6"PVC
6"PVC
6"PVC
6"PVC
6"PVC
IE=15.38
METAL FLOOD GATE
METAL FLOOD GATE
TOP=24.27
BOTTOM=16.34
TOP=22.95
IE
.7
6"PVC
BOTTOM=15.92
"C
M P
METAL FLOOD GATE
IE=14.71
TOP=21.99
BOTTOM=16.07
IE=15.65
PIPE #2
PIPE #1
24"CMP
PIPE #3
IE
.5
IE
.7
6"PVC
IE
.8
6"PVC
IE
.0
"C
M P
IE=17.10
IE
.9
30"CMP
CROSSING DITCH
6"PVC
6"PVC
EXPOSED PIPE
IE
.6
IE
.8
6"PVC
IE
.7
6"PVC
IE=18.74
6"PVC
IE=18.72
IE=18.84
6"PVC
6"PVC
6"PVC
6"PVC
6"PVC
"C
M P
30"CMP
IE=16.04
IE=15.71
IE=18.92
IE=18.83
IE=18.90
IE=18.84
IE=18.83
6"PVC
6"PVC
"C
M P
IE
.5
6"PVC
IE=18.50
P
IP
E
PIPE #1
IE=18.66
PIPE #3
CROSSING DITCH
"C
M P
6"PVC
EXPOSED PIPE
IE=16.36
IE=17.79
IE
.2
IE=17.21
36"CMP
IE=16.86
"C
M P
IE=16.52
UNKNOWN
PIPE SIZE
IE=16.73
BOTTOM OF INLET=13.39
TOP OF INLET=24.60
BOTTOM OF INLET=14.87
TOP OF INLET=23.84
IE=13.37 IE=13.15
"C
M P
IE=16.13
72"CMP
BOTTOM OF INLET=11.54
TOP OF INLET=23.61
BOTTOM OF INLET=15.87
TOP OF INLET=22.38
UNKNOWN
6"PVC
6"PVC
IE=17.04
IE=18.48
6"PVC
IE=18.94
6"PVC
IE
.6
IE
.7
IE=15.79
IE=15.50
PIPE SIZE
"C
M P
"C
M P
"C
M P
IE=17.39
IE=16.75
IE=16.50
96"CMP
IE=7.07
IE=6.96
96"CMP
IE=7.94
IE=12.52
"C
M P
"C
M P
TOP=15.66
IE=17.32
IE=7.49
"C
M P
IE=17.42
IE=16.76
72"CMP
PIPE #2
IE=11.11IE=11.52
P
IP
E
PIPE #1
PUMP STATION
PIPE #1
PIPE #2
IE=17.88
IE=17.97
TOP=14.82
"C
M P
"C
M P
"C
MP
IE=15.27
IE=15.83
IE=15.52
IE=18.67
PIPE #2
PIPE #3
IE=15.64
IE=15.68
PIPE #4
24"CMP
IE=14.75
PUMP STATION
IE=14.98
PIPE #1
"C
M P
PIPE #5
PIPE #2
12"RCP
PIPE #1
"C
M P
IE=14.53
IE=15.17
"C
M P
MFG #3
MFG #1
PIPE #4
MFG #2
IE=16.93
"C
M P
IE=16.58
18"CMP
IE=16.84
IE=14.43
IE=14.39
IE=16.25
IE=13.90
60"CMP
P
IP
E
P
IP
E
MFG #4
PIPE #1
IE=18.87
IE=18.76
IE=18.97
IE=18.91
IE=18.91
IE=18.93IE=18.93
IE=19.01IE=18.73
6"PVC
IE=18.69
6"PVC
IE=18.88
6"PVC
IE=18.86IE=20.07
CROSSING DITCH
EXPOSED PIPE
IE=18.97
62"CMP
IE=15.26
IE=17.05
IE=15.29
"C
M P
P
IP
E
4P
IP
E
IE=15.69
IE=15.43
IE=18.89
IE=19.05
IE=18.93
IE=18.76
IE=18.90
IE=17.16
24"CMP
IE=18.92IE=18.81
IE=17.02
IE=15.44
TOP=19.91
IE=15.92
24"CMP
"C
M P
"C
M P
IE=14.15
IE=16.17
IE=14.11
P
IP
E
PIPE #1
PIPE #1
PIPE #3
PIPE #2
30"CMP
TOP=19.20
PIPE #1
IE=16.58
IE=17.42
18"CMP
IE=20.12
IE=20.88
IE=20.34
IE=20.11
IE=15.72
IE=15.46
60"CMP
IE=15.62
PIPE #3
P
IP
E
6"PVC
IE=19.99
PIPE #1
IE=20.49
15"CMP
"S
T E
E L
IE=20.29
IE=19.29
P
V
C IE=18.09
IE=18.53
P
V C
P
V C
P
V C
P
V C
P
V C
IE=18.59
IE=19.34
IE=18.81
IE=18.15
IE=18.55
IE=19.08
IE=18.55
IE=18.24
IE=18.36
P
V C
CROSSING DITCH
EXPOSED 8" PVC PIPE
P
V C
P
V C
MFG BOTTOM EL=17.36
24"CMP
PIPE #2
MFG TOP EL=22.38
IE=17.71
P
V C
P
V C
P
V C
P
V C
P
V C
P
V C
P
V C
P
V C
P
V C
IE=15.93
IE=16.37
IE=16.52
IE=16.55
"C
M P
IE=14.96
24"CMP
IE=20.09
IE=14.87
30"CMP
24"RCP
IE=15.50
IE=19.14
IE=18.26
IE=16.51
24"CMP
IE=16.36
CROSSING DITCH
EXPOSED PIPE
IE=20.05
IE=18.43
"C
M P
24"CMP
IE=17.80
18"CMP
IE=16.03 IE=15.55
IE=13.64
IE=14.08
IE=20.49
P
IP
E
18"RCP
IE=20.37
P
IP
E
10"PVC
IE
.3
P
IP
E
PIPE #1
IE=15.55
18"CMP
"C
M P
IE=16.26
IE=17.93
IE=18.13
IE=18.27
IE=17.83
24"CMP
CROSSING DITCH
24"CMP
96"CMP
EXPOSED PIPE
IE=16.63
IE=15.67
IE=15.99
IE=15.57
"C
M P
"C
M P
IE=19.11
IE=17.90
IE=21.50
"C
M P
5'x10' CULVERT
IE=18.25
"C
M P
"C
M P
IE=16.17
"C
M P
IE=17.17
IE=17.27
IE=16.00
IE=16.46
"C
M P
IE=20.54
IE=16.11(W)
IE=16.00(E)
IE=19.81
IE=18.35
IE=18.58
IE=18.46
IE=18.46
IE=18.39
IE=18.01
"P
V C
IE=18.08
IE=18.35
IE
.3
IE
.5
CONC SLAB
PUMP ON
IE
.4
IE=18.26
IE=18.12
IE
.4
IE=17.95
"P
V C
IE
.3
6"PVC
IE=19.10
IE=18.43
6"PVC
IE=17.81(N)
24"CMP
IE
.8
IE=17.74(S)
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
IE=14.32
IE=15.76
IE=15.21
IE=14.09
"C
M P
IE=16.77
24"CMP
"C
M P
IE=16.00
24"CMP
IE=16.25
IE=15.61 IE=15.38
IE=15.06
IE=16.29
"C
M P
24"CMP
IE=16.04
IE=14.61
PIPE #2
PIPE #1
P
IP
E
P
IP
E
P
IP
E
WATER LINE
12"PVC
WATER LINE
8"PVC
IE=15.10
42"CMP
IE=14.69
IE=14.99
42"CMP
6"PVC
6"PVC
IE=19.20
IE=18.50
IE
.7
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
IE=18.34
IE=18.62
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
IE=19.05
IE=18.88
IE=18.32
IE=18.54
IE=18.93
IE=18.41
IE=18.48
IE=18.29
IE=19.05
IE=18.75
IE=18.44
IE=18.78
IE=18.41
IE=18.94
IE=19.07
IE=18.80
IE=18.47
IE=18.22
IE=18.97
IE
.5
IE
.3
IE
.5
IE
.4
IE
.3
IE
.3
IE
.8
IE
.4
IE
.2
6"PVC
IE
.9
IE
.7
6"PVC
IE
.4
IE
.7
IE
.3
IE
.6
IE
.6
IE
.4
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
IE
.5
IE
.2
IE
.3
IE
.2
IE
.3
"P
V C
"P
V C
IE
.1
IE
.8
CATWALK
WINCH POST
WINCH POST
W
METER POLE
WATER PUMP
CATWALK
WINCH POST
WINCH POST
WINCH POST
FERTILIZER TANK
FERTILIZER TANK
FERTILIZER TANK
FERTILIZER TANK
CATWALK
CANKER
SPRAYER
CATWALK
FEEDER
GAS TANK
CATWALK
WATER PUMP
WATER PUMP
METER POLE
GAS TANK
GAS TANK
SPRAYER
CANKER
UNPAVED ROAD
UNPAVED ROAD
UNPAVED ROAD
UNPAVED ROAD
UNPAVED ROAD
U N
P A
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D R
O A
D
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P A
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D B
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FINAL RTA
SHEET GENERAL NOTES
J
G A
IL
L A
R
C
R A
L P
H
M
R
IC
E
V-101
S U
R V
E Y
E X
IS
T
IN
G C
O N
D
IT
IO
N S A
N D S
U R
V E
EXISTING CONDITIONS AND SURVEY PLAN
0 600' 1200'
N
CANAL 70
CANAL 69
CANAL 73CANAL 73
CANAL 24
CANAL 71
O V
E R
A L L P
L A
N V
IE
W
CONTROL MONUMENT TABLE
NGS PID
AF7407
AJ5678
DESIGNATION
P356 RESET
J528
NORTHING EASTING ELEVATION
1102697.93
1103254.84
806632.03
803236.78
22.96
27.22
C S
T A
V -1
.d g n
SURVEYORS BETWEEN 10 JUNE 2020 AND 15 JANUARY 2021.
HYDROGRAPHIC DATA WAS COLLECTED BY DEGROVE
MARCH 2018 AND 06 MARCH 2018. TOPOGRAPHIC AND
AERIAL LIDAR WAS ACQUIRED BY DEWBERRY BETWEEN 02
3. THIS SURVEY DATA IS A COMBINATION OF DIFFERENT SURVEYS.
ADJUSTMENT 2011 (NAD83(2011).
(901), BASED ON THE NORTH AMERICAN DATUM OF 1983,
PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE
2. HORIZONTAL POSITIONS ARE REFERENCED TO THE STATE
PLUS OR MINUS 0.1' TO CONVERT FROM NAVD88 TO NGVD29.
CONVERSION IN THE VICINITY OF THIS PROJECT IS +1.4'
1. ALL ELEVATIONS ARE NAVD 88. THE VERTICAL DATUM
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SHEET GENERAL NOTES
SFWMD AT THE TIME OF THIS SURVEY.
HAD NOT BEEN TRANSFERRED TO
3. NSLRWCD CANAL RIGHT-OF-WAYS INSIDE THE PROJECT LIMITS
US SURVEY FEET.
2. HORIZONTAL REFERENCE IS BASED ON HARN 83 FLORIDA EAST
1. ELEVATIONS ARE NAVD 88.
Y 1116304.05
X 808846.39
Y:1113695.28
X:808653.73
Y:1113653.61
X:808547.51
Y:1108401.83
X:803
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