2019803 Roadway Plans_Part 2 of 3.pdf
PDF 19 MB Posted
- Attached to
- CR-880 and Sam Senter Rd over SFWMD Ocean Canal
- Solicitation number
- IFB 360 2019803 4
- Issued by
- Palm Beach County, Florida
About this file
This is a roadway plans document prepared by Palm Beach County Engineering and Public Works for the CR-880 and Sam Senter Road intersection improvements and bridge replacement project over the SFWMD Ocean Canal (Project No. 2019803). The project encompasses roadway reconstruction, bridge replacement, and intersection improvements along CR-880 and Sam Senter Road in Palm Beach County, Florida. The plans, prepared by Stanley Consultants Group (Amin Ahmed, P.E. No. 52564) and approved on August 22, 2024, detail multiple roadway segments with construction stations ranging from approximately 76+00 to 118+85.53 on CR-880 and 10+00 to 14+00 on Sam Senter Road. The project includes two bridge replacements with approach slabs, three turnout details for canal access, intersection improvements with concrete gravity wall barriers and guardrails (TL-3 specification), roadway widening and resurfacing, shoulder reconstruction, and pavement work including 2-inch miscellaneous asphalt overlay on 4 to 4.5-foot wide pavement sections. Drainage improvements are incorporated throughout, including four control structures (S-10, S-11, S-12, S-13, S-14, S-15) with 18-inch and 36-inch reinforced concrete pipe installations and trapezoidal ditch construction with 1:4 side slopes and 5-foot bottom widths.
The construction plans detail extensive earthwork requirements totaling 13,840 cubic yards of regular excavation and 39,165 cubic yards of embankment for CR-880, with an additional 270 cubic yards of regular excavation, 58 cubic yards of regular embankment, 168 cubic yards of canal excavation, and 105 cubic yards of canal embankment for Sam Senter Road. The roadway designs incorporate NAVD 1988 datum elevation references with vertical curves and superelevation transitions to maintain grade continuity. The project involves coordination with multiple property owners including U.S. Sugar Corporation, King Ranch Inc., the South Florida Water Management District (SFWMD), Highland Glades Water Control District, and New Hope Sugar Company. Engineering cross-sections and profiles at regular 50-foot intervals document existing ground conditions and proposed construction grades, with benchmark elevations established for survey reference. The plans indicate utilization of rigid inclusions for roadway and shoulder reconstruction in select areas, FDOT-compliant barrier systems and guardrail terminations, and coordination with utility relocations including electrical, telecommunications, and drainage infrastructure upgrades throughout the project corridor.
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Text version
DITCH
DITCH
T/B
T/B
B/B
B/B
T/B
T/B B/B
B/B
S/B
T/B
EOP
EOP
T/B
W/L
W/L
S/B
T/B
EOP
EOP
T/B
U N P
A V E
D R
O A
D
90 91
13 KV OE
OH CATV
OH TEL
PUBLIC R/W PER RPB 7 PG. 186
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-04-00-000-5000
00-38-44-04-00-000-1020
SECTION 4/44/38
SFWMD L-13 (OCEAN CANAL R/W)
24" RCP
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
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
8.5 10.5
10.5 8.5
10.5
N
ROADWAY\PLANRD03.DGN
M A
T C
H
L I N
E
S
T A
.0
CR 880
¡ CONSTRUCTION CR 880
R/W LINE
ROADWAY PLAN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
SFWMD R/W LINE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL TL-3
4.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
4' WIDE
PAVEMENT
2" MISC.
24.00' RT
+23.02
TL-3
GUARDRAIL
4.5' WIDE
PAVEMENT
2" MISC.
0 10 40
Feet
.1
.9
.5
.7
DENOTES SHOULDER CONSTRUCTION
LEGEND:
e = 7.70%
PI STA. = 92+59.01
T = 750.63
L = 1,430.43
R = 1,910.00
PC STA. = 85+08.38
PT STA. = 99+38.81
R = 1,910.00
PI STA. = 87+96.08, 9.74' LT
L = 647.82
PC STA. = 84+69.40, 12.00' RT
PT STA. = 91+23.02, 24.00' RT
T = 327.05
CURVE 2 DATA:
EDGE OF TRAVELWAY
CURVE 2
TRAVELWAY
EDGE OF
SFWMD L-13 CANAL
FOR TURNOUT NUMBER 1
CONSTRUCTION INFORMATION
SEE TURNOUT DETAILS FOR
SWALE BOTTOM
+50.00
END SWALE
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
CR 880 CURVE 1 DATA:
¡ CONSTRUCTION
¡ CONSTRUCTION CURVE 1
.0
.0
.0
.0
.0
.0
.0
.0
CURVE 2
TRAVELWAY
PT EDGE OF
.0
BY OTHERS
TO BE REPLACED
GUY ANCHORS
UTILITY POLE
BY OTHERS
TO BE REPLACED
GUY ANCHOR
UTILITY POLE
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD03.DGN
M A
T C
H
L I N
E
S
T A
.0
91+0090+0089+0088+0087+00
M A
T C
H
L I N
E
S
T A
.0
CR 880
92+00
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.2
.7
.8
.7
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
(+) 0.25%
V P I
.0
E L
.8
(+) 0.00%
FULL SUPERELEVATION (+.077)
(+) 0.25%
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
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
DITCH
DITCH
T/B
B/B
B/B
T/B
T/B
T/B
B/B
B/B
T/B
S/B
EOP
EOP
T/B
W/L
W/L
T/ B
S /B
EOP
T/B
94 95
13 KV OE
OH CATV
OH TEL
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-03-00-000-3000
SFWMD TRACT NO. CF-100-015 5' NORTHERLY
FROM EDGE OF PAVEMENT (ORB 10362 PG.1201)
PUBLIC R/W PER RPB 7 PG. 186
8.5
8.5
10.5
10.5
10.5
8.5
8.5
10.5
10.5 10.5
N
M A
T C
H
L I N
E
S
T A
.0
ROADWAY\PLANRD04.DGN
ROADWAY PLAN
M A
T C
H
L I N
E
S
T A
.0
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
SFWMD R/W LINE
GUARDRAIL TL-3
GUARDRAIL
EXISTING
REMOVE
4' WIDE
PAVEMENT
2" MISC.
4.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
0 10 40
Feet
.5
.7
.5
.0
DENOTES SHOULDER CONSTRUCTION
LEGEND:
SFWMD L-13 CANAL
e = 7.70%
PI STA. = 92+59.01
T = 750.63
L = 1,430.43
R = 1,910.00
PC STA. = 85+08.38
PT STA. = 99+38.81
FOR TURNOUT NUMBER 1
CONSTRUCTION INFORMATION
SEE TURNOUT DETAILS FOR
SWALE BOTTOM
+50.00
BEGIN SWALE
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
CR 880 CURVE 1 DATA:
¡ CONSTRUCTION
¡ CONSTRUCTION CURVE 1
.0
.0
.0
.0
.0
.0
.0
.0
BY OTHERS
TO BE REPLACED
GUY ANCHORS
UTILITY POLE
BY OTHERS
TO BE REPLACED
GUY ANCHORS
UTILITY POLE
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD04.DGN
M A
T C
H
L I N
E
S
T A
.0
96+0095+0094+0093+0092+00
M A
T C
H
L I N
E
S
T A
.0
CR 880 97+00
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.7
.0
.8
E 806191.42 N 852340.61
STA 192+56.42, 27.33' RT
CR 880 B/L SURVEY
ELV. 17.04 (NAVD88)
SFWMD BRASS DISK "L13-9"
BENCHMARK:
E 806512.79 N 852441.14
STA 195+97.49, 17.72' RT
CR 880 B/L SURVEY
ELV. 19.46 (NAVD88)
NAIL AND TIN-TAB
BENCHMARK:
.8
STA 92+48.75, 6.74' RT
CR 880 C/L CONSTRUCTION
STA 95+86.12, 2.92' LT
CR 880 C/L CONSTRUCTION
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
V
P I
.0
E L
.8
(+) 0.00%
400' V.C.
.8
.7
.7
.7
.7
.7
.7
.6
.6
.6
.5
.5
.5
.4
.4
.3
.2
.2
.1
E L
.8
V P
C
.0
K = 1076
FULL SUPERELEVATION (+.077)
(-) 0.37%(+) 0.00%
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
DITCH
DITCH
T/B
B/B
B/B
T/B
T/B
T/B
B/B
B/B
T/B
T/B
W/L
W/L
S/B
EOP
EOP
EOP
EOP
T/B
S/B
W/L
T/B
W/L
T/B
EOP
EOP
T/B
S/B
T/B
T/B
B/B
B/B
W/L S/B
T/B
T/B
T/B
T/B
E O P
E O P
T B
W L
W L
S B
T B
S B
S B
99 100 101 102
PI STA. 11+85.00
13 KV OE OH CATV
K
V
O
E
K V
O E
OH TEL
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-03-00-000-3000
(ORB 10362 PG.1201)
EDGE OF PAVEMENT
5' NORTHERLY FROM
NO. CF-100-015
SFWMD TRACT
PUBLIC R/W PER RPB 7 PG. 186
36" CMP
8.5 8.5
8.5 8.5
10.5
10.5
10.5
10.5
10.5
10.5
N
M A
T C
H
L I N
E
S
T A
.0
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
M A
T C
H
L I N
E
S
T A
.0
ROADWAY PLAN
ROADWAY\PLANRD05.DGN
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 10+00.00 =
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 99+19.00
CR 880
¡ CONSTRUCTION
S A
M
S
E N
T E
R
R
O A
D
R/W LINE
SFWMD
DENOTES ROADWAY WIDENING
DENOTES SHOULDER CONSTRUCTION
4.5' WIDE
PAVEMENT
2" MISC.
2.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
TL-3
GUARDRAIL
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
REMOVE
4' WIDE
PAVEMENT
2" MISC.
4' WIDE
PAVEMENT
2" MISC.
R=85' R=85'
15.58' LT
+33.18
12.00' LT
+16.00
24.00' RT
+83.51
0 10 40
Feet
N CANAL
DISTRICT
WATER CONTROL
HIGHLAND GLADES
.5
.0
.0
.2
LEGEND:
OVERBUILD EXISTING ROADWAY
DENOTES MILL/RESURFACE/
e = 7.70%
PI STA. = 92+59.01
T = 750.63
L = 1,430.43
R = 1,910.00
PC STA. = 85+08.38
PT STA. = 99+38.81
SFWMD L-13 CANAL
FOR TURNOUT NUMBER 2
CONSTRUCTION INFORMATION
SEE TURNOUT DETAILS FOR
FOR TURNOUT NUMBER 3
CONSTRUCTION INFORMATION
SEE TURNOUT DETAILS FOR
22.00' LT
+31.00
GRAVITY WALL
BARRIER ON
36" CONCRETE
GRAVITY WALL
BARRIER ON
36" CONCRETE
24.62' LT
+17.74
TO CONCRETE BARRIER
CONNECT GUARDRAIL
GRAVITY WALL
BARRIER ON
BEGIN 36" CONCRETE
FOR SAM SENTER ROAD BRIDGE
FOR CONSTRUCTION INFORMATION
SEE BRIDGE LAYOUT DETAIL SHEET
TO CONCRETE BARRIER
CONNECT GUARDRAIL
GRAVITY WALL
BARRIER ON
BEGIN 36" CONCRETE
CR 880 / SAM SENTER RD INTERSECTION
FOR CONSTRUCTION DETAILS AT
2. SEE INTERSECTION DETAIL SHEET
SAM SENTER ROAD INFORMATION
NUMBER 31 FOR BRIDGE AND
1. SEE ROADWAY PLAN SHEET
NOTES:
OF 18" RCP
CONST. 12'
S-12
S-13
TL-3
GUARDRAIL
OF 18" RCP
CONST. 12'
S-14
S-15
GUARDRAIL TL-3
PT STA. 99+38.81
CR 880
¡ CONST.
SWALE BOTTOM
SWALE BOTTOM
+60.00
END SWALE +00.00
BEGIN SWALE
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
CR 880 CURVE 1 DATA:
¡ CONSTRUCTION
¡ CONSTRUCTION CURVE 1
.0
.0
.0
.0
.0
.6
.0
.6
12.00' LT
+58.21
BY OTHERS
TO BE REPLACED
GUY ANCHOR
UTILITY POLE
REPLACED BY OTHERS
TO BE REMOVED/
GUY ANCHORS
UTILITY POLE
32.21' LT
+20.00
QUARTER SPACING
BEGIN GUARDRAIL POST
30.90' LT
+20.00
QUARTER SPACING
END GUARDRAIL POST
FC-9.5 (1.75") APPLICATION ON APPROACH SLAB ONLY
DENOTES BRIDGE/APPROACH SLAB CONSTRUCTION
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD05.DGN
M A
T C
H
L I N
E
S
T A
.0
101+00100+0099+0098+00
M A
T C
H
L I N
E
S
T A
.0
CR 880
102+00
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.8
.0
.5
.4
E 806817.30 N 852638.40
STA 199+10.47, 147.57' LT
CR 880 B/L SURVEY
ELV. 17.42 (NAVD88)
BROWN & PHILLIPS MND (LB6473)
BENCHMARK:
E 806822.38 N 853430.26
STA 199+25.33, 939.22' LT
CR 880 B/L SURVEY
ELV. 14.84 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
STA 98+96.15, 167.68' LT
CR 880 C/L CONSTRUCTION
STA 99+12.17, 959.29' LT
CR 880 C/L CONSTRUCTION
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
V P I
.0
E L
.5
(-) 0.37% (+) 0.00%
300' V.C.
.0
.9
.8
.8
.6
.7
.6
.6
.6
.5
.5
.5
.5
.5
E L
.0
V P
T
.0
E L
.0
V P
C
K = 807
P
T
.0
E
L
.5
.5
FULL SUPERELEVATION (+.077)
.0
S U
P E
R E
L E
V A
T I O
N E
N D
F
U L L
.6
TO REVERSE CROWN (+.02)
FULL SUPERELEVATION (+.077)
SUPERELEVATION
TRANSITION
.4
.0
C R
O W
N R
E V
E R
S E
TO (-.02)
REVERSE CROWN (+.02)
SUPERELEVATION FROM
TRANSITION
(+) 0.00%(+) 0.00%
400' V.C.
K = 1076
18" RCP
18" RCP
S-12
S-13
S-14
S-15
FL=6.80
FL=6.80
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
DITCH
T/B
B/B
T/B
B/B
W/L
T/B
EOP
EOP
T/B
S/B
DITCH
T/B
B/B
T/B
B/B
W/L
T/B
EOP
EOP
T/B
S/B
W/L
S/B
T/B
T/B
S/B
103 104 105 106 107 108
13 KV OE OH CATV OH TEL
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-03-00-000-3000
EDGE OF PAVEMENT (ORB 10362 PG.1201)
SFWMD TRACT NO. CF-100-015 - 5' NORTHERLY FROM
PUBLIC R/W PER RPB 7 PG. 186
8.5
8.5
10.5
10.5
10.5
8.5
8.5
10.5
10.5
10.5
N
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
M A
T C
H
L I N
E
S
T A
.0
ROADWAY PLAN
ROADWAY\PLANRD06.DGN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
GUARDRAIL
EXISTING
REMOVE
4' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
GUARDRAIL TL-3
0 10 40
Feet
.0
.2
.0
.7
LEGEND:
SFWMD L-13 CANAL
2.5' WIDE
2" MISC. PAVEMENT
SWALE BOTTOM
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
.0
.6
.0
.6
.0
.3
.3
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD06.DGN
M A
T C
H
L I N
E
S
T A
.0
106+00105+00104+00103+00
M A
T C
H
L I N
E
S
T A
.0
CR 880107+00
108+00
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.4
.5
.0
.4
E 807251.84 N 852472.57
STA 203+41.80, 19.38' RT
CR 880 B/L SURVEY
ELV. 17.56 (NAVD88)
MN AND TIN-TAB
BENCHMARK:
E 807650.91 N 852467.13
STA 207+40.86, 25.47' RT
CR 880 B/L SURVEY
ELV. 16.33 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
STA 103+26.68, 0.62' LT
CR 880 C/L CONSTRUCTION
STA 107+25.74, 5.47' RT
CR 880 C/L CONSTRUCTION
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
.4
T R
A N
S I T I O
N
.0
S U
P E
R E
L E
V A
T I O
N E
N D
TO (-.02)
FROM REVERSE CROWN (+.02)
TRANSITION SUPERELEVATION
(+) 0.00%
V P I
.0
E L
.5
(+) 0.34% (+) 0.00%
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
DITCH DITCH
T/B
B/B
T/B
B/B
B/B
T/B
B/B
T/B
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
108 109 110 111 112 113
13 KV OE OH CATV OH TEL
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-03-00-000-3000
EDGE OF PAVEMENT (ORB 10362 PG.1201)
SFWMD TRACT NO. CF-100-015 - 5' NORTHERLY FROM
PUBLIC R/W PER RPB 7 PG. 186
8.5
8.5
8.5
8.5
10.5
10.5
10.5
10.5 10.5
10.5
N
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
ROADWAY PLAN
ROADWAY\PLANRD07.DGN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
M A
T C
H
L I N
E
S
T A
.0
DENOTES ROADWAY WIDENING
DENOTES SHOULDER CONSTRUCTION
GUARDRAIL
EXISTING
REMOVE
4' WIDE
PAVEMENT
2" MISC.GUARDRAIL TL-3
2.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
12.00' LT
+00.19
12.00' RT
+00.11
SHOULDER
BEGIN VARIABLE WIDTH
END 10' WIDE SHOULDER
SHOULDER
BEGIN VARIABLE WIDTH
END 10' WIDE SHOULDER
0 10 40
Feet
.0
.7
.0
.6
LEGEND:
OVERBUILD EXISTING ROADWAY
DENOTES MILL/RESURFACE/
22.00' RT
+97.52
PI STA. 109+00.11
CR 880
¡ CONSTRUCTION
SFWMD L-13 CANAL
SWALE BOTTOM
TRAVELWAY
EDGE OF EXISTING
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
.0
.3
.3
.0
.0
.0
.2
.2
22.00' RT
+00.11
22.00' LT
+00.32
FDOT INDEX 536-001
PARALLEL APPROACH TERMINAL
END GUARDRAIL TL-3
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD07.DGN
M A
T C
H
L I N
E
S
T A
.0
112+00111+00110+00109+00108+00
M A
T C
H
L I N
E
S
T A
.0
CR 880
113+00
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.4
.0
.0
.5
E 808052.45 N 852473.52
STA 211+42.41, 19.73' RT
CR 880 B/L SURVEY
ELV. 17.40 (NAVD88)
NAIL AND TIN-TAB
BENCHMARK:
STA 111+27.28, 2.70' RT
CR 880 C/L CONSTRUCTION
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
(+) 0.34% (-) 0.10%
V P I
.0
E L
.3
V P I
.0
E L
.2
(-) 0.04%
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
DITCH
T/B
B/B
B/B
T/B
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L S/B
114 115 116 117 118
13 KV OE OH CATV
OH TEL
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-03-00-000-3000
O R
B
P
G
W .5
E .2
N .1
S
O F
S
R
U.S. SUGAR CORPORATION
PARCEL B (ORB 27063 PG.1015)
00-38-44-03-00-000-3000
KING RANCH, INC.
THE EAST 1/2 OF SECTION 3/44/38
TRACT TWO ORB 11524 PG.441
00-38-44-03-00-000-1010
EDGE OF PAVEMENT (ORB 10362 PG.1201)
SFWMD TRACT NO. CF-100-015 - 5' NORTHERLY FROM
PUBLIC R/W PER RPB 7 PG. 186
8.5
8.5
10.5
10.5
10.5
8.5
8.5
10.5
10.5
10.5
N
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
ROADWAY PLAN
ROADWAY\PLANRD08.DGN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
STA. 118+85.53
DENOTES ROADWAY WIDENING
DENOTES SHOULDER CONSTRUCTION
GUARDRAIL
EXISTING
REMOVE
4' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
12.00' RT
+85.53
WIDTH SHOULDER
END VARIABLE
18.22' LT
+49.45
GUARDRAIL
CONNECT TO EXISTING
END GUARDRAIL TL-3
12.00' LT
+85.53
WIDTH SHOULDER
END VARIABLE
MATCH EXISTING
END CONSTRUCTION
END PROJECT
0 10 40
Feet
.0
.6
.9
.7
LEGEND:
SFWMD L-13 CANAL
SWALE BOTTOM
+50.00
END SWALE
TRAVELWAY
EDGE OF EXISTING
OVERBUILD EXISTING ROADWAY
DENOTES MILL/RESURFACE/
.0
.0
.2
.2
.0
.0
.0
.0
16.00' RT
+85.53
16.00' LT
+85.53
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD08.DGN
117+00116+00115+00114+00
M A
T C
H
L I N
E
S
T A
.0
CR 880118+00
STA. 118+85.53
MATCH EXISTING
END CONSTRUCTION
END PROJECT
EL. 18.04
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.5
.0
.0
.0
E 808422.90 N 852467.72
STA 215+12.85, 26.13' RT
CR 880 B/L SURVEY
ELV. 16.01 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
E 808689.60 N 852466.79
STA 217+79.55, 27.50' RT
CR 880 B/L SURVEY
ELV. 16.67 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
STA 114+97.60, 13.96' RT
CR 880 C/L CONSTRUCTION
STA 117+64.26, 18.81' RT
CR 880 C/L CONSTRUCTION
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
(+) 0.14%
V P I
.0
E L
.3
(-) 0.13%(-) 0.10%
V P I
.0
E L
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
D
IT
C H
D
IT
C H
D
IT
C H
DITCH
T B
B B
T B
T B
W L
W L
S B E
O P
E O P
E O P
E O P
T B
S B
W L
T B
T B
T B B B
B B
W L
W L
S B
U N P
A V E
D
R
O A
D
UNPAVED ROAD
S/B
W/L
EOP
EOP
S/B
S/B
T/B
W/L
W/L S/B
T/B
T B
T B
EOP
EOP
T/B
W/L
W/L
S/B
T/B
S/B
S/B
10 11 P I
S
T A
.0
12 13 14
O H
C
A T
V
13 KV OE
13 KV OE
138 KV OE 138 KV OE
O H
T
E L
P U
B L I C
R
W
P
E R
R
P B
P
G
C M
P
N
R/W LINE
C R
ROADWAY PLAN
ROADWAY\PLANRD10.DGN
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 10+00.00 =
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 99+19.00
CR 880
¡ CONSTRUCTION
CR 880
¡ CONSTRUCTION
SAM SENTER ROAD
R/W LINE
SFWMD
R/W LINE
SFWMD
STA. 14+00.00
MATCH EXISTING
SAM SENTER ROAD
END CONSTRUCTION
DENOTES ROADWAY WIDENING
DENOTES SHOULDER CONSTRUCTION
SLAB
APPROACH
BEGIN
STA 10+20.77
STA 10+30.77
SLAB
BEGIN APPROACH
END BRIDGE
BEGIN BRIDGE
SLAB
END APPROACH
STA 11+63.35
SLAB
APPROACH
END
STA 11+73.35
BARRIER
SHOULDER
CONCRETE
20.67' RT
+50.00
BARRIER
SHOULDER
END CONCRETE
WIDENING
ROADWAY
2' WIDE
12.00' RT
+00.00
12.00' LT
+00.00
SHOULDER
END 4'
INFORMATION
NUMBER 23 FOR CR 880
SEE ROADWAY PLAN SHEET
NOTE:
22.00' LT
+10.00
WIDTH SHOULDER
BEGIN VARIABLE
16.00' LT
+90.00
BEGIN 4' SHOULDER
WIDTH SHOULDER
END VARIABLE
16.00' RT
+90.00
BEGIN 4' SHOULDER
WIDTH SHOULDER
END VARIABLE
22.00' RT
+10.00
WIDTH SHOULDER
BEGIN VARIABLE
0 10 40
Feet
SEC. 34/43/38
WEST LINE OF
SEC. 33/43/38 &
EAST LINE OF
R I G
H
F
W
Y
N
C
A N
A L
N CANAL
DISTRICT
WATER CONTROL
HIGHLAND GLADES
NEW HOPE SUGAR COMPANY
ORB 1775 PG.188
00-38-43-40-00-003-0010
U.S. SUGAR CORPORATION
PART OF PARCEL 4
(ORB 27063 PG.992)
00-38-43-41-00-003-0017
(ORB 10362 PG.1201)
EDGE OF PAVEMENT
5' NORTHERLY FROM
NO. CF-100-015
SFWMD TRACT
LEGEND:
OVERBUILD EXISTING ROADWAY
DENOTES MILL/RESURFACE/
TL-3
GUARDRAIL
GUARDRAIL
TO EXISTING
GUARDRAIL
CONNECT
END 4' SHOULDER
WIDENING
END 2' ROADWAY
L
C
A N
A L
S F
W M
D
BRIDGE
SAM SENTER ROAD
INFORMATION FOR
FOR CONSTRUCTION
DETAIL SHEET
SEE BRIDGE LAYOUT
FOR TURNOUT NUMBER 3
CONSTRUCTION INFORMATION
SEE TURNOUT DETAILS FOR
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
16.00' RT
+00.00
16.00' LT
+00.00
FDOT INDEX 536-001
TO RIGID BARRIER
APPROACH TRANSITION
SHOULDER BARRIER
TO CONCRETE
CONNECT GUARDRAIL
AND GUARDRAIL
VEHICLE BARRIER GATE
SFWMD 20' WIDTH
ACCESS ROAD, WITH
CONSTRUCT 15' WIDE
GUARDRAILS AND GATE
REMOVE EXISTING
.0 .0
.0
.0
TL-3
GUARDRAIL
18.00' LT
+90.00
FDOT INDEX 536-001
PARALLEL APPROACH TERMINAL
END GUARDRAIL TL-3
FC-9.5 (1.75") APPLICATION ON APPROACH SLAB ONLY
SLAB CONSTRUCTION
DENOTES BRIDGE/APPROACH
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD09.DGN
13+0012+0011+0010+00
14+00
SAM SENTER ROAD
STA. 14+00.00
MATCH EXISTING
SAM SENTER ROAD
END CONSTRUCTION
EL. 15.92
E
D
P R
O A
C H
S
L A
B
S
T A
.3
B E
G
P R
O A
C H
S
L A
B
S
T A
.3
E N
D
B
R I D
G E
B E
G
P R
O A
C H
S
L A
B
S
T A
.7
B E
G I N
B
R I D
G E
S
T A
.7
E
P R
O A
C H
S
L A
B
EL. 18.35
STA. 10+12.00
SAM SENTER ROAD
BEGIN CONSTRUCTION
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
E 806817.30 N 852638.40
STA 199+10.47, 147.57' LT
CR 880 B/L SURVEY
ELV. 17.42 (NAVD88)
BROWN & PHILLIPS MND (LB6473)
BENCHMARK:
E 806822.38 N 853430.26
STA 199+25.33, 939.22' LT
CR 880 B/L SURVEY
ELV. 14.84 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
¡ CONSTRUCTION CR 880
SAM SENTER ROAD
END C/L CONSTRUCTION
BENCHMARK IS BEYOND
NOTE:
STA 11+67.26, 26.59' LT
C/L CONSTRUCTION
SAM SENTER ROAD
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
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"=40'
A.A.
D.H.
A.A.
08/22/24
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
2019803
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
V P I
.0
E L
.3
(+) 6.53%
V P I
.7
E L
.5
(+) 2.05%
V P I
.7
E L
.6
(+) 0.29% (-) 0.29%
V P I
.0
E L
.3
(-) 0.29% (-) 1.50%
135' V.C.
V P I
.0
E L
.2
(-) 1.50% (-) 0.36%
135' V.C.
.4
.4
.2
.1
.9
.6
.4
.1
.8
.6
.4
.2
.1
.0
V
P T
.5
E L
.0
K = 111
K = 117
V P
C .5
E L
.3
V P
C
.5
E L
.5
V P
T
.5
E L
.3
(-) 0.36%
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
V P I
.7
E L
.1
E L
.2
.0
.8
E L
.8
(-) 7.55%
(-) 7.02%
(+) 0.22%
V P I
.0
E L
.4
.0
E L
.5
(-) 6.31%
.8
E L
.5
(-) 1 .1
(-) 0.31%
.0
E L
.9
V P I
.0
E L
.5
.0
E L
.2
(-) 2 .00%
.75
(-) 0.06%
TURNOUT PROFILES
1"=20'
1+00 0+80 0+60 0+40 0+20 0+00
SCALE
1" = 20' Horizontal
1" = 2' Vertical
TURNOUT NO. 3
0+00 0+20 0+40 0+60 0+80 1+00
SCALE
1" = 20' Horizontal
1" = 2' Vertical TURNOUT NO. 1
EXISTING GRADE
EXISTING GRADE
CR 880
¡ CONSTR.
CR 880 STA. 91+86.71
TURNOUT GRADE
GRADE
EXISTING
MATCH
0+00 0+20 0+40 0+60 0+80 1+00
SCALE
1" = 20' Horizontal
1" = 2' Vertical TURNOUT NO. 2
EXISTING GRADE
CR 880
¡ CONSTR.
CR 880 STA. 99+30.78
TURNOUT GRADE
GRADE
EXISTING
MATCH
9 9
SAM SENTER RD.
¡ CONSTRUCTION
TURNOUT GRADE
SAM SENTER RD. STA. 11+75.52
GRADE
EXISTING
MATCH
R
W
L I N
E
R
W
L I N
E
ROADWAY\TURNOUTPROFILES01.DGN
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
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
T/B
S/B
E O P
UNPAVED ROAD
N
0 2.5 10
Feet
TURNOUT DETAIL
ROADWAY\TURNOUT 1 DETAIL.DGN
R C
P
C R
TURNOUT NO. 1
CR 880
¡ CONST.
R=26'
.1
R=24'
R=26'
R=24'
.2 2 1
.7
.8
.1 8 1
.9
.8
CONSTRUCTION
EDGE OF SHOULDER
CONSTRUCTION
EDGE OF SHOULDER
.1
.2
.2
FROM ¡ CONSTRUCTION CR 880
STATIONS AND OFFSETS ARE
NOTE:
4.5' WIDE
PAVEMENT
2" MISC.
4.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
GUARDRAIL TL-3
LEGEND:
STA 91+83.22
70.56' RT
STA 91+79.58
77.08' RT
STA 91+61.27
73.27' RT
STA 91+58.81
73.83' RT
STA 91+63.06
65.50' RT
CURVE
SHOULDER
PC EDGE OF
STA 91+84.43
54.85' RT
CURVE
SHOULDER
PC EDGE OF
STA 92+10.71
34.00' RT
CURVE
SHOULDER
PT EDGE OF
STA 91+36.78
34.00' RT
CURVE
SHOULDER
PT EDGE OF
2'
£ TURNOUT 1
STA. 10+00.00 =
BEGIN £ TURNOUT 1
STA. 91+86.71
¡ CONST. CR 880
75.20' RT
STA. 91+70.42
¡ CONST. CR 880
STA. 10+76.87 =
END £ TURNOUT 1
CR 880
TRAVELWAY
EDGE OF
X X .X
X
DENOTES PAVEMENT ELEVATION
1"=10'
R/W LINE
FDOT INDEX 536-001
TRAILING ANCHORAGE
BEGIN GUARDRAIL
FDOT INDEX 536-001
TRAILING ANCHORAGE
BEGIN GUARDRAIL
NGVD 1929 DATUM, ADD 1.42 FEET
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
PT STA. 99+38.81
N
0 2.5 10
Feet
TURNOUT DETAIL
ROADWAY\TURNOUT 2 DETAIL.DGN
C R
TURNOUT NO. 2
CR 880
¡ CONST.
R=26'
.5
R=24'
R=26'
R=24'
.5
.5
.5
CONSTRUCTION
EDGE OF SHOULDER
CONSTRUCTION
EDGE OF SHOULDER
.2
.5
4.5' WIDE
PAVEMENT
2" MISC.
4.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
GUARDRAIL TL-3
STA 99+24.53
77.83' RT
STA 99+22.49
73.05' RT
STA 99+37.06
60.00' RT
CURVE
SHOULDER
PC EDGE OF
STA 99+63.11
34.00' RT
CURVE
SHOULDER
PT EDGE OF
STA 98+97.82
34.00' RT
CURVE
SHOULDER
PT EDGE OF
2'
£ TURNOUT 2
STA. 10+00.00 =
BEGIN £ TURNOUT 2
STA. 91+86.71
¡ CONST. CR 880
77.86' RT
STA. 99+30.78
¡ CONST. CR 880
STA. 10+77.86 =
END £ TURNOUT 2
CR 880
TRAVELWAY
EDGE OF
C M
P
LEGEND:
FROM ¡ CONSTRUCTION CR 880
STATIONS AND OFFSETS ARE
NOTE:
.5
STA 99+37.04
77.88' RT
STA 99+39.12
69.64' RT
.4
STA 99+24.66
60.37' RT
CURVE
SHOULDER
PC EDGE OF
.0
.4
DENOTES PAVEMENT ELEVATION
X
X .X
X
1"=10'
R/W LINE
FDOT INDEX 536-001
TRAILING ANCHORAGE
BEGIN GUARDRAIL
FDOT INDEX 536-001
TRAILING ANCHORAGE
BEGIN GUARDRAIL
NGVD 1929 DATUM, ADD 1.42 FEET
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
EOP
S/B
S/B
A
.0
N
0 2.5 10
Feet
TURNOUT DETAIL
ROADWAY\TURNOUT 3 DETAIL.DGN
TURNOUT NO. 3
£ TURNOUT 3
STA. 10+00.00 =
BEGIN £ TURNOUT 3
LEGEND:
DENOTES PAVEMENT ELEVATION
X
X .X
X
SAM SENTER RD.
¡ CONST.STA. 11+75.52
SAM SENTER RD.
¡ CONST.
SAM SENTER ROAD
FROM ¡ CONSTRUCTION
STATIONS AND OFFSETS ARE
NOTE:
SAM SENTER ROAD
SAM SENTER RD.
TRAVELWAY
EDGE OF
.9
.5
.8
APPROACH SLAB
RAILING
TRAFFIC
CONCRETE 1
.8
R=27.5'
.1
.0
GUARDRAIL
EXISTING
REMOVE
.2
.4
GRAVITY WALL
BARRIER ON
36" CONCRETE
GUARDRAIL TL-3
CONST. 37.5' OF
R=25'
CONSTRUCTION
EDGE OF SHOULDER
STA 11+68.02
50.00' LT
STA 11+83.02
50.00' LT
STA. 10+50.00=
END £ TURNOUT 3
50.00' LT
STA. 11+75.52
SAM SENTER RD.
¡ CONST.
STA 11+83.02
47.29' LT
CURVE
SHOULDER
PC EDGE OF
STA 12+08.61
22.00' LT
CURVE
SHOULDER
PT EDGE OF
.7
S/B
STA 11+40.52
22.00' LT
RAILING
TRAFFIC
PC CONCRETE
1"=10'
SFWMD R/W LINE
SFWMD ACCESS
40.3'7.7' 15.0'
EDGE OF WATER
TOP OF BANK
EXISTING CANAL
TOP OF BANK
PROPOSED CANALNGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
SEE SFWMD GATE DETAILS
SPAN GATE
VEHICLE BARRIER TWO
CONST. SFWMD 20' WIDTH
AND ASPHALT PAVEMENT. SEE TYPICAL SECTIONS.
BRIDGE APPROACH SLAB WITH ASPHALT OVERLAY
SFWMD ACCESS ROAD TURNOUT CONSISTS OF BRIDGE,
NOTE:
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
DITCH
DITCH
T/B
B/B
B/B
T/B
T/B
T/B
W/L
S/B
EOP
EOP
EOP
EOP
T/B
S/B
W/L
T/B
T/B
T/B
B/B
B/B
P T
S
T A
.8
N
CR 880
¡ CONST.
R=85'
36" CMP
LEGEND:
FROM ¡ CONSTRUCTION CR 880
STATIONS AND OFFSETS ARE
NOTE:
DENOTES PAVEMENT ELEVATION
X
X .X
X
0 5 20
Feet
INTERSECTION DETAIL
ROADWAY\INTERSECTION DETAIL.DGN
1"=20'
.7
.3
EDGE OF TRAVELWAY
APPROACH SLAB
EDGE OF TRAVELWAY
R=85'
12.00' LT
+16.00
12.00' LT
+58.21
15.58' LT
+33.18
.5
.4
GRAVITY WALL
BARRIER ON
36" CONCRETE
GRAVITY WALL
BARRIER ON
36" CONCRETE
.9
.0
.0
0 + .0
.0
SHOULDER SLOPE
TRANSITION
SHOULDER SLOPE
TRANSITION
.0
24.62' LT
+17.74
TL-3
GUARDRAIL
22.00' LT
+31.00
CR 880
S A
M
S
E N
T E
R
R
O A
D
TL-3
GUARDRAIL
25.56' LT
+32.52
31.05' LT
+55.40
GRAVITY WALL
BARRIER ON
END 36" CONCRETE
R=75'
29.20' LT
+83.93
GRAVITY WALL
BARRIER ON
BEGIN 36" CONCRETE
R=75'
22.00' LT
+16.00
FDOT INDEX 536-001
TO RIGID BARRIER
APPROACH TRANSITION
TO CONCRETE BARRIER
CONNECT GUARDRAIL
GRAVITY WALL
BARRIER ON
BEGIN 36" CONCRETE
FDOT INDEX 536-001
TO RIGID BARRIER
APPROACH TRANSITION
TO CONCRETE BARRIER
CONNECT GUARDRAIL
GRAVITY WALL
BARRIER ON
END 36" CONCRETE
NGVD 1929 DATUM, ADD 1.42 FEET
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
PT STA. 99+38.81
10 11 P
A
.0
N
SAM SENTER ROAD
¡ CONSTRUCTION
0 5 20
Feet
BRIDGE LAYOUT DETAIL
GRAVITY WALL
BARRIER ON
36" CONCRETE
STA 10+30.77
BEGIN BRIDGE
SLAB
END APPROACH
SLAB
APPROACH
BEGIN
STA 10+20.77
¡ CONSTRUCTION
FROM SAM SENTER ROAD
STATIONS AND OFFSETS ARE
NOTE:
LEGEND:
DENOTES BRIDGE CONSTRUCTION
DENOTES APPROACH SLAB CONSTRUCTION
SLAB
BEGIN APPROACH
END BRIDGE
STA 11+63.35
SLAB
APPROACH
END
STA 11+73.35
R=73.67'
R=73.67'
STA 10+20.77
64.93' RT
STA 10+29.31
64.93' RT
CR 880
¡ CONST.
STA 10+20.77
64.93' LT
GRAVITY WALL
BARRIER ON
36" CONCRETE
STA 10+29.31
64.93' LT
STA 10+31.95
62.62' RT
STA 10+31.95
62.62' LT
STA 10+97.10
23.33' LT
STA 10+97.10
23.33' RT
STA 11+63.35
23.33' RT
STA 11+73.35
22.00' RT
RAILING
TRAFFIC
36" CONCRETE
RAILING
TRAFFIC
36" CONCRETE
R=26.17'
STA 11+40.52
23.33' LT
GRAVITY WALL
BARRIER ON
36" CONCRETE
STA 11+64.87
36.71' LT
SHOULDER BARRIER
BEGIN CONCRETE
TRAFFIC RAILING
END 36" CONCRETE
TRAFFIC RAILING
BEGIN 36" CONCRETE
ON GRAVITY WALL
END 36" CONCRETE BARRIER
TRAFFIC RAILING
BEGIN 36" CONCRETE
ON GRAVITY WALL
END 36" CONCRETE BARRIER
GRAVITY WALL
BARRIER ON
BEGIN CONCRETE
TRAFFIC RAILING
END 36" CONCRETE
STA 11+68.02
49.50' LT
GRAVITY WALL
BARRIER ON
END CONCRETE
STA 11+73.35
23.33' RT
STA 11+73.35
36.71' LT
FOR TURNOUT NUMBER 3
CONSTRUCTION INFORMATION
SEE TURNOUT DETAILS FOR
SAM SENTER ROAD
BARRIER
SHOULDER
CONCRETE
C R
S F
W M
D
L
C
A N
A L
HGWCD N CANAL
ROADWAY\BRIDGE LAYOUT DETAIL.DGN
1"=20'
R/W LINE
S-10
S-11
FL 6.70 (BK)
INDEX 430-021
CONST. CROSSDRAIN MES (1:2)
STA. 85+00.00 (68.00 RT)
FL 6.80 (RT)
GRATE EL. 9.50
INDEX 425-001, 425-052
3" BLEEDER AT FL 7.50
CONTROL STRUCTURE WITH
CONST. DBI TYPE D
STA. 85+00.00 (51.00 RT)
17.26
R/W LINE
.3
CR 880
C/L CONST.
10.50
14.01
18" RCP SEE NOTE
THE EXISTING AGRICULTURAL DITCH
BOTTOM ELEV. 6.70 BETWEEN THE MES AND
A 5' BOTTOM WIDTH, 1:4 SIDE SLOPES AND
CONSTRUCT A TRAPEZOIDAL DITCH WITH
NOTE:
S-12
S-13
FL 6.80 (RT)
GRATE EL. 9.50
INDEX 425-001, 425-052
3" BLEEDER AT FL 7.50
CONTROL STRUCTURE WITH
CONST. DBI TYPE D
STA. 98+50.00 (58.50 RT)
FL 6.70 (BK)
INDEX 430-021
CONST. CROSSDRAIN MES (1:2)
STA. 98+50.00 (75.43 RT)
17.23
R/W LINE
R/W LINE
.6
CR 880
C/L CONST.
SEE NOTE 18" RCP
10.50
13.11
THE EXISTING AGRICULTURAL DITCH
BOTTOM ELEV. 6.70 BETWEEN THE MES AND
A 5' BOTTOM WIDTH, 1:4 SIDE SLOPES AND
CONSTRUCT A TRAPEZOIDAL DITCH WITH
NOTE:
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
2019803
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
85+00.00
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
98+50.00
DRAINAGE STRUCTURES
DRAINAGE\DRXSRD01A.DGN
-2
-2
S-12
S-13
S-10
S-11
NGVD 1929 DATUM, ADD 1.42 FEET
S-15
S-14
FL 6.70 (BK)
INDEX 430-021
CONST. CROSSDRAIN MES (1:2)
STA. 102+00.00 (74.43 RT)
FL 6.80 (RT)
GRATE EL. 9.50
INDEX 425-001, 425-052
3" BLEEDER AT FL 7.50
CONTROL STRUCTURE WITH
CONST. DBI TYPE H
STA. 102+00.00 (57.50 RT)
17.47
R/W LINE
R/W LINE
.5
CR 880
C/L CONST.
18" RCP SEE NOTE
14.84
10.50
REDUCER COUPLING
A
A
FILTER FABRIC
FILTER FABRIC
INVERT
OUTFALL PIPE
SLOPE VARIES
PLAN
(N.T.S.)
(N.T.S.)
SECTION A-A
1:
:3
CONTROL STRUCTURE
ALIGN WITH ¡ OF
COARSE AGGREGATE
PERFORATED PIPE
45° BEND (6")
CORRUGATED INTERIOR PIPE)
(6" SMOOTH INTERIOR PIPE OR 8"
6' OF PERFORATED UNDERDRAIN PIPE FILTER FABRIC
FDOT STANDARD PLAN 440-001, TYPE II UNDERDRAIN.
NOTE: CONSTRUCT COARSE AGGREGATE AND FILTER FABRIC PER
440-001, NON-PERFORATED PIPE
NOTE: CONSTRUCT BENDS PER FDOT STANDARD PLAN
6"
1' MIN.
6"
12"
6"
1' MIN.
MIN.
1.0'
GRADE 57 STONE
WITH FDOT SPEC. 901,
THE GRADATION IS IN ACCORDANCE
FDOT SPEC 901-2 OR 901-3.
MEETING THE REQUIREMENTS OF
COARSE AGGREGATE (GRAVEL OR STONE)
BLEEDER (3" PVC)
FOR S-10, S-12 AND S-14
CONTROL STRUCTURE BLEED DOWN DETAILS
3" PVC
INVERT EL.
BLEEDER EL.
SWALE BOTTOM
A G
G R
E G
A T
E
C O
A R
S E
BLEEDER INVERT
OUTLET PIPE INVERT
S U
M P
STRUCTURES SHEETS)
(REFER TO DRAINAGE
CONTROL STRUCTURE
THE EXISTING AGRICULTURAL DITCH
BOTTOM ELEV. 6.70 BETWEEN THE MES AND
A 5' BOTTOM WIDTH, 1:4 SIDE SLOPES AND
CONSTRUCT A TRAPEZOIDAL DITCH WITH
NOTE:
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
2019803
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
DRAINAGE STRUCTURES
DRAINAGE\DRXSRD01A.DGN
-2
-2
102+00.00
S-14
S-15
NGVD 1929 DATUM, ADD 1.42 FEET
17.92
C/L CONST.
R/W LINE
R/W LINE
.9
R-101
1A
17.82
C/L CONST.
R/W LINE
R/W LINE
.9
PC-1
P
5A
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
76+00.00
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
76+50.00
BEGIN EARTHWORK
BEGIN CONSTRUCTION
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
49.2
94.5
12.5
20.7
9.9
20.0
133.0
182.6
17.73
R/W LINE
R/W LINE
.8
17.64
C/L CONST.
R/W LINE
R/W LINE
.8
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
77+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
77+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
11.8
20.1
10.0
18.0
102.8
116.3
202.8
227.4
17.56
R/W LINE
R/W LINE
.8
R-102
1A
5A
17.48
C/L CONST.
R/W LINE
R/W LINE
.8
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
78+00.00
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
78+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
8.4
14.4
7.2
13.4
129.3
152.8
261.2
276.1
17.43
R/W LINE
R/W LINE
.7
17.42
C/L CONST.
R/W LINE
R/W LINE
.8
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
79+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
79+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
7.3
12.5
6.2
66.3
145.3
163.9
286.3
341.8
17.40
R/W LINE
R/W LINE
.8
R-103
1A
15.39
17.42
C/L CONST.
R/W LINE
R/W LINE
.9
15.43
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
80+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
80+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
65.4
64.7
205.3
190.4
120.4 366.8
120.0 337.4
R/W LINE
R/W LINE
.9
15.4717.44
17.41
C/L CONST.
R/W LINE
R/W LINE
.9
15.51
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
81+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
81+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
64.9
61.8
173.9
200.7
117.3 346.9
112.9 380.3
17.38
R/W LINE
R/W LINE
.0
R-104
1A
15.55
17.44
C/L CONST.
R/W LINE
R/W LINE
.9
15.43
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
82+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
82+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
60.2
66.9
210.0
206.9
117.7 386.1
129.9 385.2
17.51
R/W LINE
R/W LINE
.7
15.27
17.43
C/L CONST.
R/W LINE
R/W LINE
.6
15.02
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
83+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
83+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
73.4
77.1
209.2
216.2
139.3 393.8
150.5 403.7
17.35
R/W LINE
R/W LINE
.5
PC-2
P
R-105
1A
14.69
17.28
C/L CONST.
R/W LINE
R/W LINE
.4
14.36
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
84+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
84+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
85.5 219.8
96.2 246.8
168.2 432.0
188.9 442.7
17.26
R/W LINE
R/W LINE
.3
R-301
1A
5A
14.01
17.37
C/L CONST.
R/W LINE
R/W LINE
.4
13.86
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
85+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
85+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
114.0 251.4
123.6 260.8
205.4 447.0
220.0 474.2
17.55
R/W LINE
R/W LINE
.5
13.72
17.91
C/L CONST.
R/W LINE
R/W LINE
.6
R-106
1A
5A
13.77
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
86+00.00
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
86+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
123.6 260.8
135.6 261.4
240.0 483.5
261.3 499.0
18.25
R/W LINE
R/W LINE
.8
13.81
18.53
C/L CONST.
R/W LINE
R/W LINE
.9
13.87
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
87+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
87+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
146.6 277.6
169.9 283.3
293.1 519.3
318.8 538.1
18.64
R/W LINE
R/W LINE
.0
R-107
1A
13.92
18.56
C/L CONST.
R/W LINE
R/W LINE
.1
13.97
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
88+00.00
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
88+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
174.3 297.8
176.6 312.0
324.9 564.6
327.1 587.8
18.43
R/W LINE
R/W LINE
.3
14.02
18.42
C/L CONST.
R/W LINE
R/W LINE
.4
14.08
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
89+00.00
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
89+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
176.6 322.8
174.3 337.2
324.9 611.2
319.0 632.3
18.46
R/W LINE
R/W LINE
.5
R-108
1A
5B2
5C
14.13
18.66
C/L CONST.
R/W LINE
R/W LINE
.6
14.19
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
90+00.00
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
90+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
170.3 345.7
172.1 362.6
317.1 655.8
316.9 660.1
18.78
R/W LINE
R/W LINE
.8
14.25
18.81
C/L CONST.
R/W LINE
R/W LINE
.8
R-302
1A
5B
14.22
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
91+00.00
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
91+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
170.1 350.4
182.0 308.3
326.0 609.9
376.3 468.6
18.78
R/W LINE
R/W LINE18
.8
R-109
1A
14.45
18.76
C/L CONST.
R/W LINE
R/W LINE
.8
14.22
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
Regular Exc. Embankment
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
ROADWAY\RDXSRD001.DGN
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
2019803
CR 880
CROSS SECTIONS
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
92+00.00
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
92+50.00
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
224.4 197.8
175.6…
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