01_DRAFT_CNT2_Plans_4Civil_Part21.pdf
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About this file
This file contains three engineering plan sheets showing the D-511 embankment construction details for the C-11 Impoundment project in Broward County, Florida. The sheets provide plan and profile views of embankment sections from station 296+00 to 444+00.
The plans detail specifications for a soil-cement embankment with 3:1 slopes, 24-foot crest width, and crest elevation of 18.66 feet. Key features include drainage ditches, slurry walls with depths ranging from -10 to -25 feet, slotted PVC pipe drains, access roads, vehicle gates, and survey settlement markers every 250 feet. The embankment incorporates canal armoring, environmentally sensitive areas (ESA), and internal inspection roads. Specific drainage structures shown include 15-inch HDPE culverts, 5-foot diameter manholes, and a 3-foot diameter gated culvert (S-511). The plans include detailed elevations, stationing, and coordinates for construction layout, as well as notes regarding canal armoring limits, survey settlement markers, and slurry wall requirements.
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CP07-BCWPA-CB-0127
CP06-BCWPA-CB-0077
CP07-BCWPA-CB-0110
CP18-BCWPA-CB-27
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CP07-BCWPA-CB-0110
CP08-BCWPA-TP-0175
DUAL 60" DIA. CMPS
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CREST WIDTH 24'
CREST EL 7.3'
26TH STREET
RAISED SOUTHWEST
CL C-511 CANAL
TOE OF SLOPE
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
12" SCH 80 SLOTTED
CL DRAINAGE DITCH
EXISTING GRADE
CL EL 18.66' (SEE NOTE 3)
D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -12.5
BOTTOM EL -2.5
C-511 CANAL,
12" SCH 80 SLOTTED PVC PIPE (TYP)
5' DIAMETER MANHOLE (TYP)INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 8.18'
DRAINAGE DITCH
STA 309+13
INV 6.34'
CULVERT (52 LF)
15" HDPE
STA 300+80.00
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
INV 6.34'
CULVERT (48 LF)
15" HDPE
STA 312+55.00
STA 310+53.39
STA 311+53.39
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
DITCH INV 9.39'
DRAINAGE
STA 311+53
DITCH INV 8.85'
DRAINAGE
INV 18.8'
DITCH
DRAINAGE
LIMITS OF MUCK EXCAVATION
EL. 9.5
LIMITS OF MUCK EXCAVATION
STA 312+03.3
GATED CULVERT
S-511 3' DIA
TRANSITION STA 310+53.39
BEGIN CANAL BOTTOM
TRANSITION STA 311+53.39
END CANAL BOTTOM
INV 6.34'
CULVERT (52 LF)
15" HDPE
STA 308+38.00
EL. 9.5
(AGGREGATE SURFACING)
ACCESS ROAD
(ASPHALT)
ACCESS RAMP
6" TOPSOIL/VEGETATED SLOPE
STA 309+00
(SEE NOTE 4)
CANAL ARMORING
END TRANSITION844,697.12 637,664.34 4
BEGIN TRANSITION844,702.34 637,564.29 3
END TRANSITION, BOTTOM OF RAMP844,733.04 637,398.97 2
BEGIN TRANSITION844,716.46 637,324.11 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
STA 311+55 (SEE NOTE 8)
SLURRY WALL TRANSITION
(SEE NOTE 8)
BOTTOM EL -15.0'
SLURRY WALL
(SEE NOTE 8)
BOTTOM EL -25.0'
SLURRY WALL
(SEE NOTE 8)
TOP EL 6.0'
SLURRY WALL
EXISTING CANAL A/5
(SEE NOTE 8)
STA 311+55
TRANSITION
SLURRY WALL
(SEE NOTE 8)
SLURRY WALL
INV 9.5'
DRAINAGE DITCH
STA 309+13
925+00
0+00
D D D
296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00
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the signature must be verified signed and sealed and document are not considered
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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
D1
D-511 EMBANKMENT PLAN STA. 296+00 TO STA. 313+33
A1
D-511 EMBANKMENT PROFILE STA. 296+00 TO STA. 313+33
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
3H:1V
C-11 IMPOUNDMENT
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GENERAL NOTES
8. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.7.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.6.
SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE. 5.
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 3.
SEE STRUCTURAL PLAN S-3501 FOR S-511.2.
SEE ENLARGED CIVIL PLAN CF1912 FOR S-511. 1.
3.0%
1.7
1.1% 0.3%
Access Bench
3H:1V
3H:1V
3H:1V
FEATURES.
CONDUITS), TO BE REMOVED AS NEEDED FOR CONSTRUCTION OF SITE
APPROXIMATE LOCATION ABANDONED FIBER OPTIC LINE (2-15." HDPE 6.
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 5.
PVC PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 90 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 4.
CZ0021.
3. TOE DITCH DRAINAGE OUTLET WITH DITCH BOTTOM INLET SEE DETAIL C5 SHEET
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
CZ0027 AND CZ0028 FOR TOE DITCH GRADING DETAILS.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021. SEE SHEETS 1.
SHEET KEYNOTES
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EXISTING MITIGATION AREA
2.5%
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CP18-BCWPA-CB-46
CP18-BCWPA-CB-45
CP06-BCWPA-CB-0082
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LIMITS OF MUCK EXCAVATION
C-514 CANAL
EXISTING GRADE
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EL 11.5'
ACCESS ROAD
THIS SHEET
EL 11.5
EL 11.5EL 18.8
EL 11.5
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
INV 1.0'
CANAL CL INFLECTION POINT INV 2.5'
CANAL CL CONFLUENCE POINT
INV 3.0'
CANAL CL INFLECTION POINT
INV 3.0'
CANAL CL START
STA 421+78.29 76'R
CANAL CL START
S-509 UNGATED CULVERT
STA 400+59.60 87'R
CANAL CL INFLECTION POINT
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 ESA EMBANKMENT
CL C-514 CANAL
(SEE NOTE 2)
CANAL ARMORING
STA 413+37.78 87'R
CONFLUENCE POINT
CANAL CL
STA 414+66.48 78'R
INFLECTION POINT
CANAL CL
ACCESS RAMP (ASPHALT)
(SEE NOTE 2)
CANAL ARMORING
S-509 UNGATED CULVERT
ESA ACCESS ROAD GRADING
STA 402+00 (SEE NOTE 8)
SLURRY WALL TRANSITION
(SEE NOTE 8)
BOTTOM EL -10.0'
SLURRY WALL
(SEE NOTE 8)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 8)
SLURRY WALL
STA 402+00 (SEE NOTE 8)
SLURRY WALL TRANSITION
EXISTING CANAL A/5
(SEE NOTE 8)
BOTTOM EL -25.0'
SLURRY WALL
290+00
415+00
400+00400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+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
O W
A R
D C
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N T
Y
F L
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ID
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D-511 ESA EMBANKMENT PLAN STA. 400+00 TO STA. 422+00
D-511 ESA EMBANKMENT PROFILE STA. 400+00 TO STA. 422+00
LOCATION.
SEE SHEET CF0002 FOR ENVIRONMENTALLY SENSITIVE AREA BOUNDARY 7.
SEE SHEET S-3401 FOR S-509 STRUCUTURAL DETAILS.6.
SEE SHEET CF1911 FOR S-509 CIVIL DETAILS.5.
NOT BE DISTURBED.
EXISTING CONDITIONS WITHIN THE ENVIROMENTALLY SENSITIVE AREA MUST 4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0022 FOR C-514 CANAL ARMORING DETAILS.
CREST) TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS
D-511 EMBANKMENT CREST SLOPED AT 2% FROM ELEV. = 18.8' (OUTSIDE 1.
(HORIZ.)
100' 200'0
N
C-11 IMPOUNDMENT
- SEE SHEET CF0022
MATCH LINE STA. 422+00
3H:1V
3H:1V
2%
3H:1V
2%
2%
3H:1V
3H:1V
2%
3H:1V
2%
2%
3H:1V
3H:1V
2%
3H:1V
2%
2%
ACCESS ROAD (AGGREGATE SURFACING)
R A
M P
A C
C E S S
0.12%
0.24%
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
2%
3H:1V
SENSITIVE AREA
ENVIRONMENTALLY
FLOW
.2
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 2.
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0081). ASSOCIATED 1.
SHEET KEYNOTES
INTERNAL INSPECTION ROAD
ACCESS ROAD
SENSITIVE AREA
ENVIRONMENTALLY
VEHICLE GATE
.1
6" TOPSOIL/VEGETATED SLOPE
H :1
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SURVEY SETTLEMENT
INTERNAL SLOPE)
(SOIL-CEMENT CREST AND
D-511 ESA EMBANKMENT
INSPECTION ROAD
INTERNAL
THIS SHEET
.2
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INV 2.5
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EL 11.5
EL 18.8
ACCESS RAMP (ASPHALT)
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CANAL CL START
C-514 CANAL
EXISTING GRADE
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EL 11.5'
ACCESS ROAD
INV 3.0'
CANAL CL INFLECTION POINT
INV 2.5'
CANAL CL CONFLUENCE POINT
STA 422+12.77 76'R
CANAL CL START
STA 430.52.78 87'R
CANAL CL CONFLUENCE POINT
STA 429.24.17 78'R
CANAL CL INFLECTION POINT CL C-514 CANAL
(SEE NOTE 2)
CANAL ARMORING
TOE OF SLOPE
LIMITS OF MUCK EXCAVATION
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 ESA EMBANKMENT
STA 443+31.18 87'R
CANAL CL INFLECTION POINT
S-509 UNGATED CULVERT
(SEE NOTE 2)
CANAL ARMORING
S-509 UNGATED CULVERT
ESA ACCESS ROAD GRADING
INV 1.0'
CANAL CL INFLECTION POINT
(SEE NOTE 8)
SLURRY WALL
STA 441+90.56 (SEE NOTE 8)
SLURRY WALL TRANSITION
(SEE NOTE 8)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 8)
BOTTOM EL -10.0'
SLURRY WALL
STA 441+90.56 (SEE NOTE 8)
SLURRY WALL TRANSITION
(SEE NOTE 8)
BOTTOM EL -25.0'
SLURRY WALL
285+00
422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 431+00 432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00
-30 -30
-10 -10
0 0
10 10
20 20
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.6
.6
444+00
-20-20
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US Army Corps
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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 26TH ST
GRIFFIN ROAD
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KEY PLAN
1D
D-511 ESA EMBANKMENT PLAN STA. 422+00 TO STA. 444+00
D-511 ESA EMBANKMENT PROFILE STA. 422+00 TO 444+00
LOCATION.
SEE SHEET CF0002 FOR ENVIRONMENTALLY SENSITIVE AREA BOUNDARY 7.
SEE SHEET S-3401 FOR S-509 STRUCUTURAL DETAILS.6.
SEE SHEET CF1911 FOR S-509 CIVIL DETAILS.5.
MUST NOT BE DISTURBED.
EXISTING CONDITIONS WITHIN THE ENVIRONMENTALLY SENSITIVE AREA 4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0022 FOR C-514 CANAL ARMORING DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 1.
- SEE SHEET CF0021
MATCH LINE STA. 422+00
C-11 IMPOUNDMENT
2%
3H:1V
2%
3H:1V
3H:1V
2%
3H:1V
2%
3H:1V
3H:1V
2%
3H:1V
2%
2%
2% 2%
N
(HORIZ.)
100' 200'0
0.24% 0.12%
R A
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A C
C E S S
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
SENSITIVE AREA
EMVIRONMENTALLY
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 1.
SHEET KEYNOTES
ACCESS ROAD
SENSITIVE AREA
ENVIRONMENTALLY
ACCESS ROAD (AGGREGATE SURFACING)
6" TOPSOIL/VEGETATED SLOPE
INTERNAL INSPECTION ROAD
FLOW
VEHICLE GATE
H :1
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CF0037
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File details come from the government source that posted it. Updated .