01_DRAFT_CNT2_Plans_1General_Part3.pdf
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This file contains engineering drawings showing wetland impact areas and erosion control plans for the Broward County Water Preserve Areas Project Contract 2 in Florida. The drawings detail wetland construction requirements, coordinate tables, and erosion control measures for the C-11 Impoundment and Mitigation Area A construction.
The drawings include detailed site plans showing construction limits, wetland preservation areas, staging areas, and specific coordinate points for wetland boundaries. Key features shown include the C-11 Impoundment area, Mitigation Area A, finger lakes, a central lake, and various erosion control measures such as silt fencing and turbidity barriers. The plans indicate a total wetland impact of 838.39 acres and include specific notes regarding environmental protection requirements, soil stabilization measures, and stormwater management controls. Technical specifications include fiber roll spacing requirements for different slope conditions and requirements for protecting preserved wetlands from construction impacts.
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WETLAND 4B CORNER635,436.77843,955.26 10
WETLAND 4B CORNER635,440.16842,538.25 9
WETLAND 13B CORNER635,804.29844,912.05 8
WETLAND 13B CORNER635,695.56844,850.79 7
WETLAND 13B CORNER635,388.22844,846.526
WETLAND 13B CORNER635,389.50846,046.42 5
WETLAND 13B CORNER635,712.56846,041.344
WETLAND 13B CORNER635,742.55847,107.083
WETLAND 13B CORNER637,571.26847,134.502
WETLAND 13B CORNER637,547.26844,925.681
NORTHINGEASTING
WETLAND DESIGNATION
FL STATE PLANE E NAD83
POINT NUMBER
GC0001
EM
BANKM
ENT
ON SHEET CE0002-CE0008
POLYGONS 15, 16, 17, 21 DETAILED
REQUIREMENTS FOR
WETLAND CONSTRUCTION
SEE NOTE 4
IDENTIFICATION (TYP)
WETLAND POLYGON
THIS SHEET
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the signature must be verified signed and sealed and document are not considered
Printed copies of this
Jeff Rapolti Jr.
signed and sealed by
This item has been digitally
License No. 80425
Professional Engineer, State of Florida, , Jeff Rapolti Jr.
B R
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GENERAL SHEET NOTES
EXISTING CONDITIONS, IMPACTS AND MITIGATION REQUIREMENTS.
ENVIRONMENTAL PROTECTION (FDEP) PERMIT FOR DESCRIPTION OF
ASSESSMENT METHOD (UMAM). REFER TO FLORIDA DEPARTMENT OF
NUMBERS CORRESPOND WETLAND IDS FROM UNIFORM MITIGATION 4.
TOTAL WETLAND IMPACT = 838.39 ACRES (US SURVEY)3.
IMPACTS AND BASED ON CONSTRUCTION WORK LIMITS.
WETLAND IMPACTS AS SHOWN ARE BOTH DIRECT AND INDIRECT 2.
CONSTRUCTION RELATED IMPACTS.
WETLANDS TO BE PRESERVED MUST BE PROTECTED FROM 1.
LEGEND
CONSTRUCTION LIMIT
A N
S I
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MATCHLINE GC0002
MITIGATION AREA "A"
M
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N A
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C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
C -1
I
M P
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N D
M E
N T
UNIMPACTED WETLAND
SW 26TH ST
SW 26TH ST SW 26TH ST
S W n d A
V E
S W n d A
V E
U S
LAYDOWN/ STAGING AREA
CENTRAL LAKE
FINGER LAKES
(OFF LIMITS)
TOWER
SBA CELL
14b
4b
14a
WETLAND IMPACT AREA NORTH
A1
N
800'0 400'
13b
AND NOT DISTURBED
WETLAND TO BE PRESERVED
13 B AND 4B COORDINATE TABLE
S O
U T
H P
O S T R
O A
D
OF MITIGATION AREA ‘A’
LIMIT OF RESTORED PORTION
U S
SW 36TH ST
S O
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O A D
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GRIFFIN ROAD
N
KEY PLAN
IMPACTED WETLAND
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k3endlml Stamp
Z=0.0000
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Z=0.0000
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WETLAND 2B CORNER631,4799.93842,582.089
WETLAND 2B CORNER632,658.77843,850.978
WETLAND 2B CORNER632,643.88842,569.747
WETLAND 4B CORNER632,750.92842,577.576
WETLAND 4B CORNER632,753.83843,886.125
WETLAND 4B CORNER633,503.96843,976.074
WETLAND 4B CORNER633,604.82843,824.313
WETLAND 4B CORNER634,158.06843,821.532
WETLAND 4B CORNER634,261.20843,961.161
NORTHINGEASTING
WETLAND DESIGNATION
FL STATE PLANE E NAD83
POINT NUMBER
GC0002
SEE NOTE 4
IDS (TYP)
WETLAND POLYGON
THIS SHEET
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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
Jeff Rapolti Jr.
signed and sealed by
This item has been digitally
License No. 80425
Professional Engineer, State of Florida, , Jeff Rapolti Jr.
B R
O W
A R
D C
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N T
Y
F L
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ID
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GENERAL SHEET NOTES
REQUIREMENTS.
DESCRIPTION OF EXISTING CONDITIONS, IMPACTS AND MITIGATION
DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PERMIT FOR
MITIGATION ASSESSMENT METHOD (UMAM). REFER TO FLORIDA
NUMBERS CORRESPOND WITH WETLAND IDS FROM UNIFORM 4.
TOTAL WETLAND IMPACT = 838.39 ACRES (US SURVEY)3.
IMPACTS AND BASED ON CONSTRUCTION WORK LIMITS.
WETLAND IMPACTS AS SHOWN ARE BOTH DIRECT AND INDIRECT 2.
CONSTRUCTION RELATED IMPACTS.
WETLANDS TO BE PRESERVED MUST BE PROTECTED FROM 1.
A N
S I
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MATCHLINE GC0001
C -1
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C -1
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C -1
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C-11 IMPOUNDMENT
C-11 IMPOUNDMENT C-11 IMPOUNDMENT
LEGEND
CONSTRUCTION LIMIT
UNIMPACTED WETLAND
SW 36TH ST SW 36TH ST
U S
SW 45TH ST SW 45TH ST
CENTRAL LAKE
4b
N
800'0 400' A1
WETLAND IMPACT AREA NORTH
2b
AND NOT DISTURBED
WETLAND TO BE PRESERVED
4B AND 2B COORDINATE TABLE
SENSITIVE AREA
ENVIRONMENTALLY
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
1 24
IMPACTED WETLAND
C O
N
TR
AC
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M
O D
- F O
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IN
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A
B
B
B
C
C
C
B
D
D D
D
D
D
D
D
C
B B
GC0003
THIS SHEET
EXISTING CANAL B/4
EXISTING CANAL A/5
CMP 84
-2.34
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SHEET ID
®of Engineers
US Army Corps
U .S
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U R
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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
Jeff Rapolti Jr.
signed and sealed by
This item has been digitally
License No. 80425
Professional Engineer, State of Florida, , Jeff Rapolti Jr.
B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
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GENERAL SHEET NOTES
WETLANDS TO BE PRESERVED.
SEE SHEETS GC0001 AND GC0002 FOR COORDINATE TABLES FOR 12.
GC0003.
SEE SHEET GC0004 FOR GENERAL SHEET NOTES ALSO PERTAINING TO 11.
AS CONSTRUCTION PROGRESSES.
DISCHARGED TO A SURFACE WATER WILL BE DETERMINED IN THE FIELD
DRAINAGE AREAS AND LOCATION WHERE STORMWATER TO BE 10.
10 FEET FROM THE RIGHT OF WAY, WHERE SPACE ALLOWS.
SILT FENCING TO BE PLACED ALONG THE LIMITS OF DISTURBANCE AND 9.
ACTIVITES.
DIRECTLY TO THE C-11 IMPOUNDMENT FOLLOWING MAJOR GRADING
C-11 IMPOUNDMENT AND ALL PROPOSED CANALS WILL DISCHARGE
ALL AREAS INTERNAL TO PROPOSED CANALS WILL DISCHARGE TO THE 8.
COFFER DAM AND ENERGY DISSIPATION DEVICES.
DEWATERING CONTROLS WILL CONSIST OF BUT NOT LIMITED TO, 7.
SOIL.
WATER TO BE APPLIED FOR DUST CONTROL ON ROADS AND EXPOSED 6.
PRESERVE EXISTING VEGETATION TO THE EXTENT POSSIBLE. 5.
- 50 FEET APART FOR SLOPES FLATTER THAN 10:1
- 20 FEET APART FOR SLOPES FROM 4:1 TO 10:1
- 15 FEET APART FOR SLOPES FROM 2:1 TO 4:1
- 10 FEET APART FOR SLOPES STEEPER THAN 2:1
PLACED ON EMBANKMENTS WILL BE SPACED AS FOLLOWS:
FIBER ROLL (12'’ DIAMETER, BIODEGRADABLE, CERTIFIED WEED FREE) 4.
LEVEES. REFERENCE SPEC 32 92 23.
EMBANKMENTS AND SOIL CEMENT ON INNER EMBANKMENTS AND
NETTED SODDING AND TOPSOIL PREPARATION ON OUTER
PERMANENT STABILIZATION ACHIEVED WITH PLASTIC FREE, NON-3.
INACTIVITY).
STABILIZATION (NON-TOXIC SOIL BINDER; INITIATED WITHIN 7 DAYS OF
ALL AREAS OF SOIL DISTURBANCE ARE SUBJECT TO TEMPORARY SOIL 2.
PREVENTION PLAN WITH BEST MANAGEMENT PRACTICES.
CONTRACTOR MUST GENERATE THE STORM WATER POLLUTION 1.
LEGEND
REINFORCED PRIORITY 2)
SILT FENCE (BSRF-BASED STRAND
A N
S I D
E R
O S
IO
N
C O
N T
R O
L P
L A
N N
O R
T H
V
IE
W
E
H A
G U
E
E
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T O
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A T
Z E
N B
E R
G E
R
MATCHLINE GC0004
MITIGATION AREA "A"
MITIGATION AREA "A" MITIGATION AREA "A"
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
SW 26TH ST
U S
S W
N
D A
V E
LAYDOWN STAGING AREA
FINGER LAKES
CENTRAL LAKE
(OFF LIMITS)
TOWER
SBA CELL
N
800'0 400'A1
EROSION CONTROL PLAN NORTH VIEW
GC0005
F1
GC0005
C1
SHEET KEYNOTES
LIMITS OF EMBANKMENT AROUND MITIGATION AREA AD.
BARRIER EXTENTS ADJACENT TO AREAS OF SOIL DISTURBANCE
25 FOOT BUFFER ZONE ON EACH SIDE OF CANAL WITH FLOATING TURBIDITY C.
FLOATING TURBIDITY BARRIER FOR IN WATER WORKB.
DEVICE TYPE A
EXIT POINTS - USE FDOT DESIGN STANDARDS SOIL TRACKING PREVENTION A.
CONSTRUCTION LIMIT
RIGHT OF WAY
E 842,099.96 N 635,836.96
E 842,068.86 N 637,948.36
E 842,024.76 N 640,958.05
E 844,403.10 N 640,968.02
E 844,419.55 N 640,627.03
E 848,632.00 N 640,670.27
E 849,082.66 N 639,929.79
E 849,169.73 N 638,090.36
E 848,076.63 N 637,393.60
AND NOT DISTURBED
WETLAND AREA TO BE PRESERVED
E 844,528.00 N 637,952.00
S O
U T H P
O S T R
O A
D
E 842,212.00 N 638,037.00
E 848,920.34 N 638,311.49
E 848,510.90 N 640,440.44
E 844,446.99 N 635,879.04
E 842,170.00 N 640,844.00
E 844,140.03 N 640,843.55
E 844,284.47 N 640,749.29
E 844,557.41 N 640,427.20N 844,306.00
E 640,562.00 E 847,178.36 N 640,497.79
E 847,240.00 N 640,474.00
E 848,875.37 N 639,869.03
E 847,713.98 N 638,279.86
E 847,162.37 N 638,089.57
E 845,592.58 N 638,171.73
E 844,557.08 N 638,071.38
E 842,070.00 N 638,042.00
E 847,611.21 N 638,136.56
E 847,222.98 N 638,088.55
E 844,570.00 N 637,982.00
E 847,924.00 N 638,024.00 E 849,736.44
N 637,424.45
E 845,794.59 N 638,030.14
E 846,519.25 N 638,036.12
AND NOT DISTURBED
WETLAND AREA TO BE PRESERVED
U S
SW 36TH ST
S O
U
TH
P
O S T R
O A D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
C O
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File details come from the government source that posted it. Updated .