2019803 Roadway Plans_Part 3 of 3.pdf
PDF 19 MB Posted
- Attached to
- CR-880 and Sam Senter Rd over SFWMD Ocean Canal
- Solicitation number
- IFB 360 2019803 3
- Issued by
- Palm Beach County, Florida
About this file
Summary of CR-880 and Sam Senter Rd Bridge Replacement Project Plans
This document is a set of roadway construction plans (Part 3 of 3) prepared by the Palm Beach County Engineering and Public Works Department for intersection improvements and bridge replacement at CR-880 and Sam Senter Road over the SFWMD Ocean Canal (L-13 Canal) in Florida. The project involves replacing an existing bridge over the SFWMD L-13 Canal with a new bridge structure, widening CR-880 with turn lanes and wider paved shoulders, and improving the Sam Senter Road intersection. The plans detail canal reshaping and stabilization work including approximately 5,264 cubic yards of canal excavation and 2 cubic yards of canal embankment for both the SFWMD L-13 Canal (Ocean Canal) and the Highland Glades Water Control District N Canal. The roadway construction extends 0.85 miles along CR-880 and includes new roadside swales, drainage structures, rigid inclusions, and geogrid reinforcement layers. The project encompasses a total disturbed area of 8.21 acres within a 9.21-acre site.
The construction plans include detailed cross-sections, elevation data (referenced to NAVD 1988 datum), slope stabilization specifications, and erosion control measures. The project requires riprap installation along canal side slopes in accordance with SFWMD specifications, with construction phased to include temporary and permanent sediment and erosion controls. The plans indicate three outfall locations discharging to the Ocean Canal, N Canal, and an agricultural ditch, with estimated drainage areas ranging from 0.36 to 7.95 acres. The design was prepared by Stanley Group engineers (Amin Ahmed, P.E. No. 52564) and approved on August 22, 2024, with all work subject to SFWMD, U.S. Army Corps of Engineers, and Highland Glades Water Control District permits and specifications. Runoff coefficients vary from 0.71 before construction to 0.80 after construction, and the contractor must develop and maintain a comprehensive stormwater pollution prevention plan throughout all construction phases.
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C/L L-13 CANAL
R/W LINE
SFWMD
R/W LINE
SFWMD
0.65
EL. 14.08EL. 14.08
EL. 0.65
0.23
R/W LINE
SFWMD
R/W LINE
SFWMD
C/L L-13 CANAL
EL. 14.08EL. 14.08
EL. -0.71
20+76.67
21+01.67
-4
-2
-4
-2
-4
-2
-4
-2
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE:
A.A.
A AV V
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
1"=20'
D.H.
A.A.
08/22/24
SCALE:
1" = 20' HORIZONTAL
1" = 10' VERTICAL
20406080100120 20 40 60 80 100 120
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803ROADWAY\RDXSRD03A.DGN
Excavation
Canal
Embankment
Canal
2.1
0.0
1.0
0.0
234.5
290.7
393.4
472.6
SFWMD L-13 CANAL
CROSS SECTIONS
SFWMD
R/W LINE
SFWMD
EL. 14.08EL. 14.08
EL. -2.06
0.98
C/L L-13 CANAL
C/L L-13 CANAL
R/W LINE
SFWMD
R/W LINE
SFWMD
EL. 14.08EL. 14.08
EL. -3.42
1.70
EL. 14.08
21+26.67
-4
-2
-4
-2
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE:
A.A.
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
1"=20'
D.H.
A.A.
08/22/24
SCALE:
1" = 20' HORIZONTAL
1" = 10' VERTICAL
20406080100120 20 40 60 80 100 120
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803ROADWAY\RDXSRD03A.DGN
21+51.67
-4
-2
-4
-2
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
A AV V
Excavation
Canal
Embankment
Canal
0.0
0.0
0.0
0.0
627.4
936.9
724.2
927.4
SFWMD
R/W LINE
SFWMD
EL. 14.08EL. 14.08
EL. -3.42
1.99
R/W LINE
SFWMD
R/W LINE
SFWMD
EL. 14.08EL. 14.08
EL. -2.42
2.11
C/L L-13 CANAL
EL. 14.08
-8
-6
-4
-2
21+76.67
22+00.00
-10
-8
-6
-4
-2
-10
-4
-2
-4
-2
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE:
A.A.
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
1"=20'
D.H.
A.A.
08/22/24
SCALE:
1" = 20' HORIZONTAL
1" = 10' VERTICAL
20406080100120 20 40 60 80 100 120
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803ROADWAY\RDXSRD03A.DGN
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
A AV V
Excavation
Canal
Embankment
Canal
0.0
0.0
0.0
0.0
1066.4
1052.9
915.6
808.3
2.01
R/W LINE
SFWMD
R/W LINE
SFWMD
EL. 14.08EL. 14.08
EL. -1.42
2.01
1.21
R/W LINE
SFWMD
R/W LINE
SFWMD
EL. 14.08
EL. -1.42
1.21
C/L L-13 CANAL
22+23.33
22+48.33
-4
-2
-4
-2
-4
-2
-4
-2
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE:
A.A.
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
1"=20'
D.H.
A.A.
08/22/24
SCALE:
1" = 20' HORIZONTAL
1" = 10' VERTICAL
20406080100120 20 40 60 80 100 120
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803ROADWAY\RDXSRD03A.DGN
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
A AV V
Excavation
Canal
Embankment
Canal
0.0
0.0
0.0
0.0
817.9
394.7
561.4
270.8
SFWMD
R/W LINE
SFWMD
EL. 14.08
EL. -0.73
0.93
0.77
C/L L-13 CANAL
R/W LINE
SFWMD
R/W LINE
SFWMD
EL. 14.08
EL. -0.04
22+73.33
22+98.33
-4
-2
-4
-2
-4
-2
-4
-2
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
PALM BEACH COUNTY 90
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE:
A.A.
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
1"=20'
D.H.
A.A.
08/22/24
SCALE:
1" = 20' HORIZONTAL
1" = 10' VERTICAL
20406080100120 20 40 60 80 100 120
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803ROADWAY\RDXSRD03A.DGN
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
A AV V
Excavation
Canal
Embankment
Canal
0.0
0.0
0.0
0.8
190.3
156.7
160.7
132.6
0.65
SFWMD
R/W LINE
SFWMD
C/L L-13 CANAL
EL. 14.08
EL. 0.65
23+23.33
-4
-2
-4
-2
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE:
A.A.
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
1"=20'
D.H.
A.A.
08/22/24
SCALE:
1" = 20' HORIZONTAL
1" = 10' VERTICAL
20406080100120 20 40 60 80 100 120
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803ROADWAY\RDXSRD03A.DGN
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
A AV V
Excavation
Canal
Embankment
Canal
TOTAL CANAL EXCAVATION: 5264 CY
1.7
0.0 0.0
129.7
TOTAL CANAL EMBANKMENT: 2 CY
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
NONE
ROADWAY\L-13 CANAL DETAILS.DGN
DETAILS
SFWMD L-13 CANAL
EL. 14.08
FABRIC
FILTER
4'
3:1 SLOPE
1'
2'
RIP-RAP
RUBBLE
PLAN
AND STABILIZATION
CANAL RESHAPING
SEE SFWMD L-13
CANAL SLOPE VARIES
STONE
BEDDING
1:1 SLOPE
1:1 SLOPE
SLOPE STABILIZATION
SFWMD L-13 CANAL
NOT TO SCALE
GRADE
EXISTING
PLAN
AND STABILIZATION
CANAL RESHAPING
SEE SFWMD L-13
ELEVATION VARIES
CANAL BOTTOM
NOT TO SCALE
TOE-IN DETAIL
CANAL SIDE SLOPES
SLOPE STABILIZATION
SFWMD L-13 CANAL
STONE
BEDDING
RIP-RAP
RUBBLE
FABRIC
FILTER
1:1 SLOPE
24"
1:1 SLOPE
GRADE
EXISTING
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
(EXCAVATION AND BACKFILLING)
SPECIFICATION SECTION 02220
02370 (RIPRAP SYSTEM) AND SFWMD
WITH SFWMD SPECIFICATION SECTION
CONSTRUCT RIPRAP IN ACCORDANCE
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
11 P I
S
T A
.0
-1
-2
-1
-2
.0
14.08
14.08
0- 1-
.4
.4
-1.42
-3.42
-3.42
N
0 5 20
Feet
L
C
A N
A L
S F
W M
D
SAM SENTER RD.
¡ CONSTRUCTION
LEGEND:
CANAL STABILZATION
DENOTES RUBBLE RIP-RAP
N CANAL
HGWCD
STA. 12+50.00
STA. 11+63.35
ROADWAY\N CANAL RESHAPING PLAN.DGN
¡ CONSTRUCTION
FROM SAM SENTER ROAD
STATIONS AND OFFSETS ARE
NOTE:
SAM SENTER ROAD
STABILZATION PLAN
RESHAPING AND
SEE SFWMD L-13 CANAL
STABILZATION PLAN
RESHAPING AND
SEE SFWMD L-13 CANAL
EL. 14.08
CANAL BANK SLOPE
STABILZATION
RUBBLE RIP-RAP
END N CANAL
INDEX NO. 521-001
PER FDOT STANDARD PLAN
WITH DRAINAGE SLOTS @ 4' O.C.
38" SHOULDER BARRIER
R=45'
BEGIN APPROACH SLAB
END BRIDGE
STA. 11+73.35
END APPROACH SLAB
STA. 14+00.00
MATCH EXISTING
SAM SENTER ROAD
END CONSTRUCTION
GUARDRAIL TL-3
R=7.8'
32.62' RT
+68.76
EL. 14.08
EL. 14.08
30.80' RT
+00.00
EL. 14.08
29.70' RT
+25.00
EL. 14.08
28.20' RT
+50.00
24.96' RT
+60.35
EL. 14.08
BANK SLOPE
2:1 CANAL
STABILIZATION PLAN
RESHAPING AND
HGWCD N CANAL
R/W LINE
HGWCD
R/W LINE
SFWMD
SLOPE
CANAL BANK
BOTTOM OF
86.7'
R/W LINE
SFWMD
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
(EXCAVATION AND BACKFILLING)
SPECIFICATION SECTION 02220
02370 (RIPRAP SYSTEM) AND SFWMD
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
NONE
NOT TO SCALE
DETAILS
HGWCD N CANAL
ROADWAY\N CANAL DETAILS.DGN
2:1 SLOPE
FABRIC
FILTER
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
SAM SENTER ROAD
� CONSTRUCTION
130'
INDEX NO. 521-001
PER FDOT STANDARD PLAN
WITH DRAINAGE SLOTS @ 4' O.C.
38" SHOULDER BARRIER
VARIES 22' TO 20.67'
VARIES 34.1' TO 34.6'
2'
4'
CANAL BOTTOM
GRADE
EXISTING
2'
1:1 SLOPE
STONE
BEDDING
RIP-RAP
RUBBLE
1:1 SLOPE
STA. 11+73.35 TO STA. 12+50.00
SAM SENTER ROAD
AND SLOPE STABILIZATION
HGWCD N CANAL RESHAPING
NOT TO SCALE
SAM SENTER ROAD
� CONSTRUCTION
GUARDRAIL
2:1 SLOPE
STA. 12+50.00 TO STA. 14+00.00
SAM SENTER ROAD
HGWCD N CANAL RESHAPING
VARIES 20.67' TO 16.52' 4'
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
130'VARIES 34.6' TO 37.1'
GRADE
EXISTING
GRADE
EXISTING
MATCH
NOT TO SCALE
STONE
BEDDING
RIP-RAP
RUBBLE
FABRIC
FILTER
1:1 SLOPE
24"
1:1 SLOPE
GRADE
EXISTING
TOE-IN DETAIL
CANAL SIDE SLOPE
SLOPE STABILIZATION
HGWCD N CANAL
(EXCAVATION AND BACKFILLING)
SPECIFICATION SECTION 02220
02370 (RIPRAP SYSTEM) AND SFWMD
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
2019803
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
DRAINAGE\SWPPP01.DGN
PREVENTION PLAN
STORMWATER POLLUTIONA.A.
NONE
R.B.
R.O.
1.D. RUNOFF DATA:
1.C. AREA ESTIMATES:
1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
1.A. NATURE OF CONSTRUCTION ACTIVITY
1. SITE DESCRIPTION
CONSTRUCTION.
BY SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING
NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED
THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS
COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS:
(CALLED THE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE
CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS
BRIDGE CONSTRUCTION, THE DESIGN STANDARDS, AND OTHER SHEETS OF THESE
CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD AND
THE FOLLOWING NARRATIVE OF THE STORMWATER POUUTION PREVENTION PLAN
1.E. SITE MAP:
1.F. RECEIVING WATERS:
NAMES. THERE ARE NO WETLAND AREAS ON THE PROJECT SITE.
SEE ITEMS 1.D FOR THE OUTFALL LOCATIONS AND RECEIVING WATER
TOTAL AREA TO BE DISTURBED: 8.21 ACRES.
TOTAL SITE AREA: 9.21 ACRES.
COMPOSED OF SHELL AND LIMEROCK FRAGMENTS.
A THICK SILTY TO CLAYEY PEAT LAYER BELOW A LAYER OF SAND
CONSTRUCTION PLANS. IN GENERAL, THE SOILS ARE COMPOSED OF
FOR THESE ARE IDENTIFIED ON THE KEY SHEET OF THESE
ARE SHOWN IN THE ROADWAY SOIL SURVEY SHEET(S). THE NUMBERS
SOILS DATA: THE RESULTS OF THE SOIL BORINGS ALONG THE ROADWAY
0.80AFTER:
VARIES 0.71 TO 0.80DURING:
0.71BEFORE:
RUNOFF COEFFICIENTS:
2.A. EROSION AND SEDIMENT CONTROLS:
2.0 CONTROLS
PROPOSED BRIDGE TYPICAL SECTION INTO THE EXISTING TWO LANE SECTION.
NORTH ALONG SAM SENTER ROAD OVER THE OCEAN CANAL TO TRANSITION THE
THE PROJECT LENGTH ALONG CR 880 IS 0.85 MILES. THE PROJECT EXTENDS
BE IMPROVED WITH TURN LANES AND WIDER PAVED SHOULDER, ALONG CR 880.
IS INCLUDED ALONG THE CANAL SIDE SLOPES. THE ROAD INTERSECTION WILL
THE OCEAN CANAL WILL BE WIDENED UNDER THE NEW BRIDGE AND REVETMENT
BRIDGE OVER THE SFWMD L-13 CANAL (OCEAN CANAL) WITH A NEW BRIDGE STRUCTURE.
ROAD. THE PURPOSE OF THE PROJECT IS TO REPLACE THE EXISTING SAM SENTER
THIS PROJECT IS LOCATED AT THE INTERSECTION OF CR 880 AND SAM SENTER
WITH ROADWAY WORK.
SWALES. CONSTRUCT DRAINAGE STRUCTURES. PERFORM EARTHWORK ASSOCIATED
AND GEOGRID REINFORCEMENT LAYERS. WIDEN ROAD. CONSTRUCT ROADSIDE
2. CLEAR AND GRUB CR 880, RECONSTRUCT ROADWAY WITH RIGID INCLUSIONS
BRIDGE AND CANAL WORK.
RIP RAP ALONG CANAL SIDE SLOPES. PERFORM EARTHWORK ASSOCIATED WITH
OCEAN CANAL TO PROPOSED CONDITIONS AND CONSTRUCT NEW BRIDGE. INSTALL
1. CLEAR AND GRUB SAM SENTER ROAD, REMOVE EXISTING BRIDGE, GRADE THE
SEQUENCE OF ACTIVITIES:
AFTER ALL UPSTREAM AREAS ARE STABILIZED.
OTHER WORK FOR THE CONSTRUCT/ON PHASE. REMOVE PERIMETER CONTROLS ONLY
AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING
FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING
APPROVED BY THE ENGINEER.
EQUAL OR BETTER AT CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS
BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS
CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED
A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE
RECEIVING WATER NAME: N CANAL.
EST. DRAINAGE AREA SIZE: 0.36 ACRES
LOCATION: LATITUDE 26° 40' 43"N LONGITUDE 80° 32' 19"W
C-51 FROM FRENCHDRAIN, PIPE TO CANAL IS AT STATION 243+00
#3 DESCRIPTION: SAM SENTER ROAD - ROADWAY.
RECEIVING WATER NAME: OCEAN CANAL.
EST. DRAINAGE AREA SIZE: 1.0 ACRES
LOCATION: LATITUDE 26° 40' 42"N LONGITUDE 80° 32' 14"W
#2 DESCRIPTION: CR 880 - ROADWAY.
RECEIVING WATER NAME: AGRICULTURAL DITCH.
EST. DRAINAGE AREA SIZE: 7.95 ACRES
LOCATION: LATITUDE 26° 40' 40"N LONGITUDE 80° 32' 20"W
#1 DESCRIPTION: CR 880 - ROADSIDE SWALES.
THERE ARE THREE OUTFALLS.
OUTFALL INFORMATION:
SHEET FLOW ALONG THE NORTH SIDE OF CR 880.
THE PROJECT ALSO DISCHARGES TO THE OCEAN CANAL VIA
ROAD VIA DRAINAGE SLOTS CAST IN THE PROPOSED BARRIE WALL.
SURFACE WATERS WILL OCCUR ALONG EAST SIDE SAM SENTER
DISCHARGE POINTS TO SURFACE WATERS: DISCHARGE TO
THIS IS SHOWN ON THE DRAINAGE MAP AND THE PLAN SHEETS.
SURFACE WATERS THAT FLOW THROUGH THE PROJECT SITE. .
SURFACE WATERS: THE OCEAN CANAL AND THE N CANAL ARE
THE TYPICAL SECTION SHEETS AND THE PLAN SHEETS.
MENTIONED ABOVE. PERMANENT STABILZATION IS SHOWN ON
ARE SHOWN IN THE SAME LOCATION AS THE TEMPORARY CONTROLS
AREAS TO BE STABILIZED: TEMPORARY STABILIZATION PRACTICES
MANAGEMENT CONTROLS.
SWALES ARE THE PRIMARY PERMANENT STORMWATER
LOCATIONS OF PERMANENT CONTROLS: THE PROPOSED ROADSIDE
ARE PROVIDED IN THE SUMMARY OF QUANTITY SHEETS.
SUMMARIES OF TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS
PLAN SHEETS AND THE CANAL DETAIL SHEETS. TABLES PROVIDING
LOCATIONS OF TEMPORARY CONTROLS: THESE ARE SHOWN ON THE
OVERBUILD/MILLING/RESURFACING AND MIONR WIDENING OPERATIONS.
CR 880 WILL BE UNDISTURBED EXCEPT DURING THE RECONSTRUCTION,
AREAS NOT TO BE DISTURBED: THE EXISTING ROADWAY ALONG
ABOVE OR BELOW GROUND WILL BE DISTURBED.
WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED
SHEETS, AND THE CANAL CROSS SECTION SHEETS. ANY AREAS
INDICATED ON THE PLAN-PROFILE SHEETS, THE CROSS SECTION
AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE
DITCH IS FROM WEST TO EAST.
CANAL IS FROM WEST TO EAST. THE FLOW OF THE AGRICULTURAL
N CANAL IS FROM NORTH TO SOUTH. THE FLOW OF THE OCEAN
THE ARE CANAL CROSS SECTIONS SHEETS. THE FLOW OF THE
SECTIONS SHEETS, THE PLAN AND THE PROFILE SHEETS AND
SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN THE CROSS
SWALES. NO OFFSITE AREAS CONTRIBUTE FLOW TO THE PROJECT.
THE ROADWAY TRAVEL LANES, PAVED SHOULDER AND ROADSIDE
CONVEYED TO THE EXISTING OUTFALLS VIA SHEET FLOW FROM
WILL REMAIN SO DURING AND AFTER CONSTRUCTION. RUNOFF IS
DRAINAGE PATTERNS: THE PROJECT AREA IS GENERALLY FLAT AND
IDENTIFIED ON THE KEY SHEET OF THESE CONSTRUCTION PLANS.
THE SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE
LOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW.
THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE
BARRIER.
TEMPORARY SOD, FLOATING TURBIDITY BARRIER AND STAKED SEDIMENT
PERFORM EARTHWORK ASSOCIATED WITH ROADWAY WORK. PROVIDE
CONSTRUCT ROADSIDE SWALES. CONSTRUCT DRAINAGE STRUCTURES.
INCLUSIONS AND GEOGRID REINFORCEMENT LAYERS. WIDEN ROAD.
CLEAR AND GRUB CR 880, RECONSTRUCT ROADWAY WITH RIGID
PHASE II
SEDIMENT BARRIER.
PROVIDE TEMPORARY SOD, FLOATING TURBIDITY BARRIER AND STAKED
PERFORM EARTHWORK ASSOCIATED WITH BRIDGE AND CANAL WORK.
NEW BRIDGE. INSTALL RIP RAP ALONG CANAL SIDE SLOPES.
GRADE THE OCEAN CANAL TO PROPOSED CONDITIONS, CONSTRUCT
CLEAR AND GRUB SAM SENTER ROAD, REMOVE EXISTING BRIDGE AND
PHASE I
TO COMMENCING WORK WITHIN THE CANAL AND ON THE BRIDGE.
TEMPORARY FLOATING TURBIDITY BARRIER IN THE CANAL PRIOR
ALL UPSTREAM AREAS ARE STABILIZED. THIS INCLUDES USE OF
CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER
OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE
AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION
FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS
CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.
OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER
NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING
INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING
NEED FOR BETTER PRACTICES. FOR EACH CONSTRUCTION PHASE,
VARIATION, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE
THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL
SUBJECT TO APPROVAL BY THE ENGINEER. AS WORK PROGRESSES,
OR MODIFY THEM IN THE SEDIMENT AND EROSION CONTROL PLAN,
CONTRACTOR MAY CHOSE TO ACCEPT THE FOLLOWING GUIDELINES
GUIDELINES ARE BASED ON THE CONSTRUCTION PLANS. THE
TRAFFIC CONTROL (TTC) PLAN. THE FOLLOWING RECOMMENDED
PRACTICES BASED ON THE CONTRACTOR'S PROPOSED TEMPORARY
SHALL DESCRIBE THE PROPOSED STABILIZATION AND STRUCTURAL
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
2019803
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
DRAINAGE\SWPPP02.DGN
PREVENTION PLAN
STORMWATER POLLUTIONA.A.
NONE
R.B.
R.O.
2.A.1 STABILIZATION PRACTICES:
2.A.2 STRUCTURAL PRACTICES:
2.B. STORMWATER MANAGEMENT
2.C.1 WASTE DISPOSAL:
2.C OTHER CONTROLS:
SURFACE WATERS, OR WETLANDS.
CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN
DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND*
MANUFACTURER.
ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE
DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS*
PROJECT DURING CONSTRUCTION ACTIVITIES.
PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE*
APPROVED BY THE ENGINEER:
SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE
TO WATERS OF THE UNITED STATES. THE PROPOSED METHODS
DISCHARGE OF SOLID MATERIALS, INCLUDING BUILDING MATERIALS,
SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR
2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:
SANITARY SEWER, OR SEPTIC TANK REGULATIONS:
2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL,
2.C.4 FERTILIZERS AND PESTICIDES:
SUBSECTIONS OF SECTION 570 OF THE SPECIFICATIONS.
THE PROPOSED PROCEDURES SHALL COMPLY WITH APPLICABLE
DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES.
IN THE SEDIMENT ANO EROSION CONTROL PLAN, THE CONTRACTOR SHALL
2.C.5 TOXIC SUBSTANCES:
MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES.
THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION,
PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL
2.D.4 APPROVED STATE AND LOCAL PERMITS:
3.0 MAINTENANCE:
AND REPLACE DAMAGED BARRIER MATERIAL AS REQUIRED.
INSPECT THE BARRIERS AND ANCHOR SYSTEMS AT ALL LOCATIONS. REPAIR
TURBIDITY BARRIERS: MAINTAIN PER SECTION 104. REGULARLY*
AREAS.
RECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE AMOUNTS OR
SEDIMENT BARRIERS : REMOVE SEDIMENT AS PER MANUFACTURER'S*
ANTICIPATE REPLACING SILT FENCE ON 12 MONTH INTERVALS.
SILT FENCE: MAINTAIN PER SECTION 104. THE CONTRACTOR SHOULD*
COMPLY WITH THE FOLLOWING:
THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM,
PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL
4.0 INSPECTIONS:
5.0 NON-STORMWATER DISCHARGES:
* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.
* RIP-RAP IN ACCORDANCE WITH SPECIFICATION SECTION 530.
* ASPHALT OR CONCRETE SURFACE.
PERMANENT:
SECTION 104 AND THE EROSION AND SEDIMENT CONTROL HANDBOOK.
* FLOATING TURBIDITY BARRIER IN ACCORDANCE WITH SPECIFICATION
AND THE EROSION AND SEDIMENT CONTROL HANDBOOK.
* TURF AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104
SECTION 104 AND THE EROSION AND SEDIMENT CONTROL HANDBOOK.
* ARTIFICIAL COVERINGS IN ACCORDANCE WITH SPECIFICATION
TEMPORARY:
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
STABILZATION PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING,
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. THE
MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION
STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE
TO CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL
SHALL DESCRIBE THE PROPOSED STABILIZATION PRACTICES PROPOSED
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR
* SOD.
* ROADSIDE SWALES.
PERMANENT:
EROSION AND SEDIMENT CONTROL HANDBOOK.
* SOIL TRACKING PREVENTION DEVICE IN ACCORDANCE WITH THE
SEDIMENT CONTROL HANDBOOK AND SPECIFICATION SECTION 104.
* INLET PROTECTION IN ACCORDANCE WITH THE EROSION AND
SEDIMENT CONTROL HANDBOOK AND SPECIFICATION SECTION 104.
* SEDIMENT BARRIERS IN ACCORDANCE WITH THE EROSION AND
TEMPORARY:
UNLESS OTHERWISE APPROVED BY THE ENGINEER:
STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING,
PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THE
FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN
SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTS
DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL
APPLICABLE DESIGN STANDARDS.
GLADES WATER CONTROL DISTRICT. ALL FACILITIES COMPLY WITH
FLORIDA WATER MANAGEMENT DISTRICT AND APPROVED BY HIGHLAND
IMPROVEMENTS. THE FACILITIES HAVE BEEN PERMITTED BY SOUTH
OF CR 880 TO MANAGE STORMWATER FROM THE PROPOSED ROADWAY
ROADSIDE SWALES WILL BE CONSTRUCTED ALONG THE SOUTH SIDE
AND HIGHLAND GLADES WATER CONTROL DISTRICT.
CORPS OF ENGINEERS, SOUTH FLORIDA WATER MANAGEMENT DISTRICT
THIS PROJECT HAS OBTAINED APPROVAL FROM THE UNITED STATES ARMY
MEASURES, AS APPROVED BY THE ENGINEER.
DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL
ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT
INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES
THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS
THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS
LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. *
STORMWATER MANAGEMENT SYSTEMS. *
STRUCTURAL CONTROLS. *
PRECIPITATION.
AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO*
DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. *
POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS. *
POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. *
STORMWATER POLLUTION PREVENTION PLAN.
INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST
BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO
WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL
SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL.
OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THE CONTRACTOR
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END
QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST
PERMITTED OUTFALL STRUCTURES.
AND REGULATIONS CONCERNING THIS PRACTICE INCLUDING THE USE OF
DEWATER/NG METHOD MUST MEET ALL FEDERAL, STATE, AND LOCAL LAWS, RULES
PRIOR TO DISCHARGE INTO ADJACENT SURFACE WATERS. THE CONTRACTOR'S
IF DEWATERING IS REQUIRED, THAT PROVIDES PRETREATMENT OF EFFLUENT
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP A DEWATERING SYSTEM,
THE COULD OCCUR DUE TO THE CONSTRUCTION OF THIS PROJECT.
DEVELOP AN EROSION CONTROL PLAN TO ADDRESS N0N-STORMWATER DISCHARGES
DETERMINE COURSE OF ACTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
THE CONTRACTOR SHALL CONTACT THE COUNTY PROJECT ENGINEER WHO WILL
DURING CONSTRUCTION, THE CONTRACTOR IS TO CEASE OPERATIONS IN THAT AREA.
IF THE CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER
MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES.
FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED
ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE
IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL IDENTIFY
SUCH AS EXCAVATION AND MILLING OPERATIONS.
USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES*
STANDARD 106.
STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO DESIGN*
REMOVING EXCESS DIRT FROM ROADS DAILY. *
COVERING LOADED HAUL TRUCKS WITH TARPAULINS.*
APPROVED BY THE ENGINEER.
METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE
TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED
DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFS/TE VEHICLE
IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL
SUCH AS EXCAVATION AND MILLING OPERATIONS.
USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES*
SEPTIC SYSTEMS.
AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY SEWER OR
DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE
IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL
OH CATV
OH CATV
13 KV OE
13 KV OE
13 KV OE
OH CATV
13 KV OE
OH
TEL
OH TEL
OH TEL
OH TEL
24" R
CP
80P
A
.0
P C
S
T A
.3
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
1"=200'
A.A.
2019803
08/22/24
R.O.
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
D.H. 102
EROSION CONTROL PLAN
8.5
8.5
8.5
8.5
8.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
8.5
8.5 8.5
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N
DRAINAGE\EROSION01.DGN
0 50 200
Feet
CR 880
BEGIN PROJECT
STA. 76+00.00
CR 880
¡ CONSTRUCTION
R/W LINE
SFWMD
R/W LINE
R/W LINE
SFWMD
M A T
C H
L
IN
E
A .0
CR 880
¡ CONSTRUCTION
A C C E S S R
O A D
S-11
S-10
SFWMD L-13 CANAL
S A
M
S E
N T E R
R
D
C R
LEGEND:
STA. 76+00.00
STA. 76+00.00
STA. 91+43.84
STA. 91+92.38
BARRIER
BEGIN SEDIMENT
BARRIER
BEGIN SEDIMENT
BARRIER
END SEDIMENT
BARRIER
BEGIN SEDIMENT
DENOTES SEDIMENT BARRIER
DENOTES INLET PROTECTION DEVICE
DITCH
DITCH
DITCH DITCH DITCH
DITCH
DITCH
DITCH DITCH
D
IT
C H
T/B
B/B
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W/L
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EOP
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EOP
EOP
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S/B
W/L
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T/B
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UNPAVED ROAD
U N P
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O A
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S B
W L E
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E O P
S B
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E O P
T B
W L
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COM
OH C
ATV
13 KV OE OH CATV 13 KV OE OH CATV
K
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13 KV OE OH CATV
13 KV OE
13 KV OE OH CATV
13 KV OE
K V
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OH TEL OH TEL OH TEL
OH TEL
36" CMP
95 P T
S
T A
.8
100 105 P
A
.1
110 115
PI STA. 11+85.00
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
1"=200'
A.A.
2019803
08/22/24
R.O.
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
D.H. 102
EROSION CONTROL PLAN
8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5 8.5
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DRAINAGE\EROSION02.DGN
M A
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H L I N
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0 R/W LINE
CR 880
STA. 118+85.53
CR 880
¡ CONSTRUCTION
END PROJECT
R/W LINE
SFWMD
R/W LINE
SFWMD
CR 880
¡ CONSTRUCTION
SAM SENTER RD
¡ CONSTRUCTION
STA. 14+00.00
SAM SENTER ROAD
END CONSTRUCTION
S A
M
S
E N
T
R
R D
S-13
S-12
S-15
S-14
SFWMD L-13 CANAL
H G
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D
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C
N A
L
LEGEND:
DENOTES SEDIMENT BARRIER
DENOTES INLET PROTECTION DEVICE
DENOTES FLOATING TURBIDITY BARRIER
STA. 99+11.59
BARRIER
BEGIN SEDIMENT
BARRIER
END SEDIMENT
STA. 99+50.94
BARRIER
END SEDIMENT
STA. 118+85.53
STA. 118+85.53
BARRIER
END SEDIMENT
STA. 98+60.00
BARRIER
END SEDIMENT
BARRIER
BEGIN SEDIMENT
STA. 99+50.94
STA. 12+00.00
BARRIER
BEGIN SEDIMENT
BARRIER
END SEDIMENT
STA. 14+00.00
200' 160'
STA. 14+00.00
BARRIER
TURBIDITY
END FLOATING
BARRIER
TURBIDITY
FLOATING
BEGIN
BARRIER
TURBIDITY
FLOATING
END
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| 095-Roadway Plans |
| 096-Roadway Plans |
| 097-Roadway Plans |
| 098-Roadway Plans |
| 099-Roadway Plans |
| 100-Roadway Plans |
| 101-Roadway Plans |
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| 103-Roadway Plans |
| 104-Roadway Plans |
File details come from the government source that posted it. Updated .