2019803 Roadway Plans_Part 1 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 comprehensive set of roadway construction plans prepared by the Palm Beach County Engineering and Public Works Department for the State of Florida, detailing intersection improvements and bridge replacement work on CR-880 and Sam Senter Road over the SFWMD Ocean (L-13) Canal. The project encompasses roadway reconstruction and widening on CR-880 from Station 76+00.00 to Station 118+85.53 (approximately 4,673.53 linear feet) and Sam Senter Road improvements from Station 10+12.00 to Station 14+00.00, including a new bridge structure with five spans over the L-13 Canal. The plans specify extensive roadway work including clearing and grubbing, excavation, asphalt concrete paving with friction course overlay, rigid inclusion installation, guardrail placement and removal, drainage structure installation, and erosion control measures. Detailed pay items include 8,511 linear feet of roadway, 287.3 tons of asphalt concrete friction course, 33,031.6 square yards of geogrid reinforcement, 14,111 cubic yards of canal excavation, and 39,223 cubic yards of embankment, along with bridge-specific items including prestressed piles, structural concrete, bearing pads, and expansion joints. The plans were prepared by Stanley Group under Professional Engineer Q. Amin Ahmed (License #52564) and approved on August 22, 2024.
The project involves coordination with multiple utility companies including FP&L, Comcast, and AT&T, and requires notification to the South Florida Water Management District (SFWMD) and Highland Glades Water Control District (HGWCD) for canal-related work. Construction personnel must actively coordinate with crop spraying activities performed by Florida Crystals Corporation, with the designated contact being Antonio De Corral, Sr. The contractor is responsible for maintaining traffic flow, protecting existing trees and vegetation, and restoring disturbed areas to conditions equal to or better than existing conditions. All elevations reference the North American Vertical Datum (NAVD) 1988, with a conversion factor of 1.42 feet to NGVD 1929. The design speed is 60 miles per hour for CR-880 and 45 miles per hour for Sam Senter Road, and construction will temporarily close Sam Senter Road, requiring traffic detour to Airport Road and Duda Road during bridge construction.
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19 20
22 23
252627282930
31 32 33 34 35 36
LOT 1
LOT 4LOT 5
LOT
LOT
LOT
LOT
62 1
7 10
Oc ea n
L-
Canal
L-15
Hooker
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
CHECKED:
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
F I
E L
D B
O O
K N
O
SCALE:
APPROVED:
DRAWN:
N O
R E
V I
S I
O N
B Y
D A
T E
D R
A W I
N G N
O
D E
S I
G N F I
L E N
A M
E
PROJECT NO.
DATE:
AS SHOWN
A.A.
D.H.
PROFESSIONAL ENGINEER #52564
Florida Department of Transportation.
for the Palm Beach County Engineering Department and the State of compliance with the Design Standards and criteria in effect on this date
I hereby certify that the attached plans and design are in substantial
Q. AMIN AHMED, P.E.
CERTIFICATE OF AUTHORIZATION NO. 1978
(561) 689-7444
WEST PALM BEACH, FL. 33409
1641 WORTHINGTON ROAD, SUITE 400
4,673.53
0.00
4,673.53
4,285.53 0.812
0.025
0.885
0.000
0.885
R
E
R
E
0 1 2
N
MILES
R O
A D
W A
Y
K E
Y S
R D
D G
N
BOBBY POWELL
2019803
2019803
T 44 S
T 43 S
A.A.
R O A
D W
A Y P
R O D U C T
IO
N
P A L
M B
E A
C H C
O U
N T Y
08/22/24
GREGG K. WEISS
MARIA G. MARINO
MARIA SACHS
SA
M S
E N T E R R
O A
D C R A
T
CR 880 AT SAM SENTER ROAD
INTERSECTION IMPROVEMENTS AND BRIDGE REPLACEMENT
R
E
R
E
S A
M
S
E N
T E
R
D
CR 880
C R
STATE OF FLORIDA
BOARD OF COUNTY COMMISSIONERS
COMPONENTS OF CONTRACT PLANS SET
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
COUNTY OF PALM BEACH
LOCATION MAP
HAVE CHANGED DUE TO REPRODUCTION.
PLANS PREPARED BY:
P A
L M
BE
ACH
Y T
N U
OC
FLORID
A
DISTRICT 1
DISTRICT 2
DISTRICT 4
DISTRICT 3
DISTRICT 7DISTRICT 6
DISTRICT 5
E N
G
IN
E E R
IN
G A
N D P
U B L
IC
W
O R K S
P O B O X
W E
ST
P
A L
M B
E A
C H F
L O R
ID
A
BRIDGES
NET LENGTH OF PROJECT
EXCEPTIONS
GROSS LENGTH OF PROJECT
LENGTH OF PROJECT
LINEAR FEET MILES
NOTE: THE SCALE OF THESE PLANS MAY
ENGINEER OF RECORD:
DATE
MARCI WOODWARD
SARA BAXTER
ROADWAY (CR 880)
0.048ROADWAY (SAM SENTER RD.) 255.42
STA. 76+00.00
STA. 118+85.53
STA. 10+12.00
STA. 14+00.00
STA. 10+30.77
STA. 11+63.35
132.58
SAM SENTER RD.
END BRIDGE
SAM SENTER RD.
BEGIN BRIDGE
SAM SENTER RD.
BEGIN CONST.
CR 880
BEGIN CONST.
BEGIN PROJECT
SAM SENTER RD.
END CONST.
CR 880
END CONST.
END PROJECT
THE CONTRACT DOCUMENTS FOR THIS PROJECT
GOVERNING SPECIFICATIONS ARE CONTAINED IN
*FOR INFORMATION ONLY
ROADWAY SOIL SURVEY
TWO SPAN GATE
SFWMD STANDARD CIVIL DETAILS VEHICLE BARRIER
EROSION CONTROL PLAN
STORMWATER POLLUTION PREVENTION PLAN
HGWCD N CANAL DETAILS
HGWCD N CANAL RESHAPING AND STABILZATION PLAN
SFWMD L-13 CANAL DETAILS
SFWMD L-13 CANAL CROSS SECTIONS
SFWMD L-13 CANAL PROFILE
SFWMD L-13 CANAL RESHAPING AND STABILIZATION PLAN
CROSS SECTIONS SAM SENTER ROAD
CROSS SECTIONS CR 880
DRAINAGE STRUCTURES
BRIDGE LAYOUT DETAIL
INTERSECTION DETAIL
TURNOUT DETAILS
TURNOUT PROFILES
ROADWAY PLAN / PROFILE
PROJECT LAYOUT
GENERAL NOTES
SUMMARY OF DRAINAGE STRUCTURES
SUMMARY OF QUANTITIES
SUMMARY OF PAY ITEMS
TYPICAL SECTION
DRAINAGE MAP
TITLE SHEET
GR-1 thru GR-6
C2 3 of 3
C2 1 of 3 and
101 thru 102
99 thru 100
90 thru 95
85 thru 87
41 thru 84
39 thru 40
34 thru 36
15 thru 32
SQ-1 thru SQ-3
4 thru 10
2 thru 3
NORTH AMERICAN VERTICAL DATUM (NAVD) 1988
VERTICAL DATUM FOR THIS PROJECT IS
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988
SPECIFIC PURPOSE AND TOPOGRAPHIC SURVEY
STRUCTURAL PLANS
SIGNING AND PAVEMENT MARKING PLANS
ROADWAY PLANS
JOEL FLORES
P
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
DRAINAGE MAP
R.B. 102
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 I
S
T A
.0
P C
S
T A
.3
V P I
.0
E L
.7
V P I
.0
E L
.0
V P I
.0
E L
.3
V P I
.0
E L
.8
(+) 0.00%
E L
.8
V P
C
.0
400' V.C.
K = 1076
(-) 0.05% (+) 0.08% (-) 0.24% (+) 0.25% (+) 0.00%
S-10
S-11
18" RCP
10.5
8.5
8.5
10.5
10.58.5
8.5
10.5
10.5
8.5 8.5
10.5
N
DRAINAGE\DRMPRD01.DGN
1" = 20' VERT.
SCALE RATIO: 1" = 200' HORIZ.
0 50 200
Feet
NOTES:
CONSTRUCTION PERSONNEL WITH DRAINAGE CONCERNS.
THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND TO ASSIST
FOR CONSTRUCTION PURPOSES.
DO NOT USE THE INFORMATION ON THE DRAINAGE MAP SHEETS
2.
1.
CR 880
-10
80+00 85+00 90+00 95+00
-10
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
A .0
BEGIN PROJECT
CR 880
¡ CONSTRUCTION
¡ CONSTRUCTION CR 880
EXISTING GRADE AT
M A
T C
H L I N
E
S
T A
.0
EL. 17.92
STA. 76+00.00
CR 880
¡ CONSTRUCTION
GRADE LINE
PROFILE
COMPANY PARCELS
NEW HOPE SUGAR
A C C E S S R
O A D
NWL 11.08' NAVD
DHW 12.08' NAVD
SFWMD L-13 CANAL
PARCELS
US SUGAR CORP
PARCELS
US SUGAR CORP
DRAINAGE MAP (1 OF 2)
AGRICULTURAL DITCH (TYP)
A1=2.53 ac.
A2=1.66 ac.
S-11
S-10
HIA
TUS S
ECTIO
N L
INE
R E T
S S E C T
IO
N
R E T
S S E C T
IO
N
R E T
S , S
E C T
IO
N
R E T
S , S
E C T
IO
N
S E C T
IO
N
R E T
S
S E C T
IO
N
R E T
S
9.83' NAVD (25YR-3DY)
SWALE AREA 1
BASIN 1
NI
SAB
)YD3
-RY5
2(
DVAN '
87.
AERA
EL
AWS
DITCH (TYP)
AGRICULTURAL
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:
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
DRAINAGE MAP
R.B. 102
DITCH
DITCH
DITCH DITCH DITCH
DITCH
DITCH
DITCH DITCH
D
IT
C H
T/B
B/B
B/B
T/B
T/B
T/B
B/B
B/B
T/B
B/B
T/B
B/B
T/B
B/B
T/B
B/B
B/B
T/B
B/B
T/B
T/B
B/B
B/B
T/B
T/B
B/B
B/B
T/B
W/L
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
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
W/L S/B
T/B
T/B
S/B
T/B
T/B
S/B
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L S/B
W/L
W/L
S/B
UNPAVED ROAD
U N P
A V E
D
R
O A
D
S B
W L E
O P
E O P
S B
S B T B
W L
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
COM
OH C
ATV
13 KV OE OH CATV 13 KV OE OH CATV
K
V
O
E
13 KV OE OH CATV
13 KV OE
13 KV OE OH CATV
13 KV OE
K V
O
OH TEL OH TEL OH TEL
OH TEL
O R
B
P
G
W .5
E .2
N .1
S
O F
S
R
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
36" CMP
95 P T
S
T A
.8
100 105 P
A
.1
110 115
PI STA. 11+85.00
(+) 0.00% (-) 0.37%
E L
.8
V P I
.0
400' V.C.
K = 1076
E L
.0
V P
T
.0
E L
.0
V P
C
.0
300' V.C.
K = 807
V P I
.0
E L
.5
(-) 0.37% (+) 0.00%
V P
T
.0
E L
.5
(+) 0.00%
V P I
.0
E L
.5
(+) 0.34%
V P I
.0
E L
.3
(-) 0.04%
V P I
.0
E L
.2
V P I
.0
E L
.0
(-) 0.10%
V P I
.0
E L
.3
(+) 0.14% (-) 0.13%
18" RCP
18" RCP
S-12
S-13
S-14
S-15
10.5 8.5
8.5 10.5
10.5
8.5 8.5
10.5
10.5
8.5
8.5
10.5
N
1" = 20' VERT.
SCALE RATIO: 1" = 200' HORIZ.
0 50
Feet
NOTES:
CONSTRUCTION PERSONNEL WITH DRAINAGE CONCERNS.
THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND TO ASSIST
FOR CONSTRUCTION PURPOSES.
DO NOT USE THE INFORMATION ON THE DRAINAGE MAP SHEETS
2.
1.
DRAINAGE\DRMPRD02.DGN
-10
-10
100+00 105+00 110+00 115+0095+00
M A
T C
H L I
A
.0
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. 10+00.00 =
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 99+19.00
CR 880
¡ CONSTRUCTION
STA. 14+00.00
SAM SENTER ROAD
END CONSTRUCTION
END PROJECT
¡ CONSTRUCTION CR 880
EXISTING GRADE AT
M A
T C
H L I N
E
S
T A
.0
LINE
GRADE
PROFILE
EL. 18.04
STA. 118+85.53
CR 880
¡ CONSTRUCTION
N W
L
.0
N A
V D
D H
W
.0
N A
V D
H G
W C
N A
L
PARCELS
US SUGAR CORP
PARCELS
US SUGAR CORP
PARCELS
US SUGAR CORP
S A
M
S
E N
T
A C
C E
A D
GATE
SFWMD ACCESS
STA. 10+30.77
BEGIN BRIDGE
STA. 11+63.35
END BRIDGE
PARCELS
US SUGAR CORP
NWL 11.08' NAVD
DHW 12.08' NAVD
SFWMD L-13 CANAL
DRAINAGE MAP (2 OF 2)
(TYP)
AGRICULTURAL DITCH
R
E
T
S
S E
C T I O
N
R
E
T
S
S E
C T I O
N
R38E T43S, SECTION 3
R38E T44S, SECTION 3
SECTION 4
R38E T43S, SECTION 4
R38E T44S, A2=1.66 a c.
A4=0.36 ac.
A3=3.66 ac.
S-13
S-12
S-15
S-14
9.91' NAVD (25YR-3DY)
SWALE AREA 3
BASIN 3
BASIN 2
2 AERA ELAWS )YD3-RY52( DVAN '87.9
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
R/W LINE R/W LINE
LIMITS OF CONSTRUCTION
STANDARD CLEARING AND GRUBBING
LIMITS OF CONSTRUCTION
12'
� CONSTRUCTION
2'
SHOULDER
PAVED
SHOULDER
PAVED
MILL, RESURFACE & OVERBUILD WIDENING
AND GRUBBING
STANDARD CLEARING
EXISTING ROADWAY
SOD
2% 3%
12'
2%
TYPICAL SECTION
STA. 76+00.00 TO STA. 80+00.03
4' TO 10'
VARIES
4' TO 10'
VARIES
CR 880
TYPICAL SECTION NO. 1
LINE
GRADE
PROFILE
ROADWAY\TYPSRD01.DGN
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
TACK COAT
COAT AND
R-70 PRIME
6"
VARIES
1"=10'
GUARDRAIL
EXISTING
REMOVE
SOD
VARIES
:12
:1
3'
ELEVATION = 8.50'
SWALE BOTTOM
ELEVATION = 10.50'
BERM TOP
5'
30'
4:1
3:1
3% TO 6%
VARIES
SLOPE
SHOULDER
GROUP 13
OPTIONAL BASE
(98% T180)
SUBGRADE
12" COMPACTED
GROUP 13
OPTIONAL BASE
6"
10:1 MAX.
SLOPE AT
ASPH. PAVT.
2" MISC.
TACK COAT
COAT AND
R-70 PRIME
(98% T180)
SUBGRADE
12" COMPACTED
3'
DEEP POST
GUARDRAIL WITH
5'
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
CR 880
£ SURVEY
VARIES 4.0' TO 13.5'
GRADE
EXISTING
MATCH
3%
VARIES 21.0' TO 29.5' VARIES 86.5' TO 96.0'
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
2.0' TO 4.0'
WIDENING VARIES
VARIES 6.0' TO 19.4'
R/W LINE
GRADE AT
EXISTING
MATCH
VARIES
SLOPE
*PLASTIC EROSION MAT APPLICATION
DESIGN SPEED = 60 MPH
3. RESURFACE WITH FRICTION COURSE TYPE FC-9.5 (1")
TYPE SP (TRAFFIC C) (1.75" AVERAGE DEPTH)
2. OVERBUILD WITH STRUCTURAL COURSE
1. MILLING DEPTH = 1"
NOTES:
13.50 NGVD 29
12.08 NAVD 88
SURFACE ELEVATION:
DESIGN WATER
L-13 CANAL
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
CR 880
TYPICAL SECTION NO. 2
STA. 80+00.03 TO STA. 109+00.11
ROADWAY\TYPSRD02.DGN
TYPICAL SECTION
DESIGN SPEED = 60 MPH
R/W LINE
R/W LINE
LIMITS OF CONSTRUCTION
STANDARD CLEARING AND GRUBBING
LIMITS OF CONSTRUCTION
12'
� CONSTRUCTION
2'
SHOULDER
PAVED
SHOULDER
PAVED
SOD
2% 2%
LINE
GRADE
PROFILE
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
GROUP 7
OPTIONAL BASE
TACK COAT
COAT AND
R-70 PRIME
1"=10'
10' 10'12'
2%
4'
GUARDRAIL
EXISTING
REMOVE
SOD 0' TO 12'
VARIES
:1
2'
GUARDRAIL
6'
:12
:1
3'
1.5'
5'
6"
ELEVATION = 8.50'
SWALE BOTTOM
ELEVATION = 10.50'
BERM TOP
VARIESVARIES
PLATFORM
TRANSFER
LOAD
6' 6' 6' 6'
(TYPICAL)
EACH WAY
AT 6' ON CENTER
RIGID INCLUSION
16" DIAMETER
20' FOOT LONG
ELEVATION
PLATFORM
TRANSFER
BOTTOM OF LOAD
SECTIONS FOR
SEE CROSS
12"
6'
3%3%
6"
3'
6' 6' 6' 6'
EXISTING ROADWAY
PAVT.
ASPH.
2" MISC.
RECONSTRUCTION
10:1 MAX.
SLOPE AT
ASPH. PAVT.
2" MISC.
5' FROM STA. 100+00 TO STA. 109+00.11
7.5' FROM STA. 92+50 TO STA. 98+60
10 FT FROM STA 84+50 TO STA 90+50
5 FT FROM STA. 80+00.03 TO STA. 84+00
SWALE BOTTOM WIDTH:
CR 880
£ SURVEY
13.5' TO 20.7'
VARIES
3%
GRADE
EXISTING
MATCH
2:1 MAX.
VARIES
SLOPE
VARIES 29.5' TO 35.0' VARIES 79.3' TO 86.5'
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
R/W LINE
GRADE AT
EXISTING
MATCH
DEEP POST
GUARDRAIL WITH
3'
MAX
3'
MAX
PLASTIC EROSION MAT APPLICATION
STANDARD PLANS INDEX NO. 000-510
SHOULDER CROSS SLOPE PER FDOT
FOR SUPERELEVATED ROADWAY CONSTRUCT
PER FDOT SPECIFICATIONS SECTION 985-5
SUBGRADE, TYPE B AND TWO LAYERS OF GEOGRID REINFORCEMENT TYPE R-2
3. LOAD TRANSFER PLATFORM TO CONSIST OF A MINIMUM 12" STABILIZED
(STA. 80+00.03)/END LIMIT (STA. 109+10.11) TO CENTER OF NEAREST RI COLUMN
2. RIGID INCLUSION (RI) COLUMN PLACEMENT TO BE 3' OR LESS FROM BEGIN
1. ROADWAY TO BE SUPERELEVATED AT 7.70% THROUGH 1910' RADIUS CURVE
NOTES:
13.50 NGVD 29
12.08 NAVD 88
SURFACE ELEVATION:
DESIGN WATER
L-13 CANAL
SFWMD
STA. 99+65.11 RT TO STA. 108+97.52 RT
OUTSIDE EDGE OF PAVED SHOULDER FROM
FACE OF GUARDRAIL TO BE LOCATED AT
L M
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F L
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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
CR 880
TYPICAL SECTION NO. 3
STA. 109+00.11 TO STA. 118+85.53
ROADWAY\TYPSRD03.DGN
TYPICAL SECTION
1"=10'
R/W LINE
R/W LINE
LIMITS OF CONSTRUCTION
STANDARD CLEARING AND GRUBBING
LIMITS OF CONSTRUCTION
12'
2'
SHOULDER
PAVED
MILL, RESURFACE & OVERBUILD WIDENING
AND GRUBBING
STANDARD CLEARING
EXISTING ROADWAY
SOD
2% 3%
12'
2%
4' TO 10'
VARIES
LINE
GRADE
PROFILE
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
TACK COAT
COAT AND
R-70 PRIME
VARIES
GUARDRAIL
EXISTING
REMOVE
4'SOD
VARIES
:12
:1
ELEVATION = 8.50'
SWALE BOTTOM
ELEVATION = 10.50'
BERM TOP
5'
30'
4:1
3:1
3% TO 6%
VARIES
SLOPE
SHOULDER
GROUP 13
OPTIONAL BASE
(98% T180)
SUBGRADE
12" COMPACTED
10:1 MAX.
SLOPE AT
ASPH. PAVT.
2" MISC.
5'
� CONSTRUCTION
CR 880
£ SURVEY
20.0' TO 7.1'
VARIES
GRADE
EXISTING
MATCH
2'
SHOULDER
PAVED
GUARDRAIL
EXISTING
REMOVE
SOD
POST
WITH DEEP
GUARDRAIL
R/W LINE
STA. 113+00.00 TO STA. 118+85.53
GUARDRAIL DETAIL
10:1 MAX.
SLOPE AT
ASPH. PAVT.
2" MISC.
VARIES 20.7' TO 34.6' VARIES 80.0' TO 92.9'
NGVD 1929 DATUM, ADD 1.42 FEET
TO CONVERT FROM NAVD 1988 TO
ELEVATIONS HEREON ARE NAVD 1988.
6.0' TO 23.8'
VARIES
GRADE AT R/W LINE
MATCH EXISTING
R/W LINE
GRADE AT
EXISTING
MATCH
DEEP POST
GUARDRAIL WITH
VARIES
SLOPE
VARIES
SLOPE
DESIGN SPEED = 60 MPH
PLASTIC EROSION MAT APPLICATION*
13.50 NGVD 29
12.08 NAVD 88
SURFACE ELEVATION:
DESIGN WATER
L-13 CANAL
SFWMD
3. RESURFACE WITH FRICTION COURSE FC-9.5 (1")
TYPE SP (TRAFFIC C) (3.50" AVERAGE DEPTH)
2. OVERBUILD WITH STRUCTURAL COURSE
1. MILLING DEPTH = 1"
NOTES:
SHOULDER
PAVED
4' TO 10'
VARIES
3'
6"
3%
L M
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ACH
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OC
F L
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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
TYPICAL SECTION NO. 4
OVER L-13 CANAL
SAM SENTER ROAD BRIDGE
ROADWAY\TYPSRD04.DGN
TYPICAL SECTION
N.T.S
DESIGN SPEED = 45 MPH
RAILING
TRAFFIC
RAILING
TRAFFIC
RAILING
TRAFFIC
RAILING
TRAFFIC
T O
P P I N
G
C I P
C
O N
C R
E
SPAN 3 TYPICAL SECTION
SPANS 1 AND 2 - TYPICAL SECTION
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
SAM SENTER RD.
¡ CONSTRUCTION
SAM SENTER RD.
¡ CONSTRUCTION
SPANS 1 & 2)
(CONTINUOUS FOR
CONCRETE SLAB
CAST-IN-PLACE
(PRECAST UNIT) (TYP.)
FLORIDA SLAB BEAM (FSB)
CROWN
¡ BRIDGE/
CROWN
¡ BRIDGE/
VARIES FROM 1.89% TO 2.00%VARIES FROM 1.89% TO 2.00%
1'-4" 1'-4"
VARIES FROM 12'-0" TO 14'-0" VARIES FROM 12'-0" TO 14'-0"
" COPING-TO-COPING2
151'-3
VARIES FROM 0.31% TO 1.89%VARIES FROM 0.31% TO 1.89%
SHOULDERNORTHBOUND LANESOUTHBOUND LANESHOULDER
VARIES FROM 51'-3½" TO 125'-2¾" COPING-TO-COPING
VARIES FROM 25'-7¾" TO 62'-7Ƅ"VARIES FROM 25'-7¾" TO 62'-7Ƅ"
SHOULDER
VARIES FROM 14'-0" TO 43'-10ƃ"
NORTHBOUND LANE
VARIES FROM 14'-0" TO 43'-10ƃ"
SOUTHBOUND LANESHOULDER
STA. 10+78.77 TO STA. 11+15.27
STA. 10+20.77 TO STA. 10+78.77
"4
1VARIES FROM 22'-0" TO 24'-3 "4
1VARIES FROM 22'-0" TO 24'-3
" 4
30'-0" TO 2'-3
VARIES FROM
" 4
30'-0" TO 2'-3
VARIES FROM
" TO 18'-1¾"
1VARIES FROM 10'-3 " TO 18'-1¾"
1VARIES FROM 10'-3
1'-4" 1'-4"
"4
1VARIES FROM 10'-0" TO 10'-3"
1VARIES FROM 10'-0" TO 10'-3
L M
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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
TYPICAL SECTION NO. 5
OVER L-13 CANAL
SAM SENTER ROAD BRIDGE
ROADWAY\TYPSRD05.DGN
TYPICAL SECTION
N.T.S
DESIGN SPEED = 45 MPH
RAILING
TRAFFIC
RAILING
TRAFFIC
RAILING
TRAFFICTRAFFIC
RAILING
SPAN 4 TYPICAL SECTION
SPAN 5 - TYPICAL SECTION
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
SAM SENTER RD.
¡ CONSTRUCTION
SAM SENTER RD.
¡ CONSTRUCTION
(PRECAST UNIT) (TYP.)
FLORIDA SLAB BEAM (FSB)
CROWN
¡ BRIDGE/
CROWN
¡ BRIDGE/
CONCRETE SLAB
CAST-IN-PLACE
2.00%
12'-0" 12'-0" 10'-0"
23'-4"
1'-4"
VARIES FROM 46'-8" TO 58'-3" COPING-TO-COPING
1'-4"
SHOULDERNORTHBOUND LANESOUTHBOUND LANE
VARIES FROM 10'-0" TO 22'-2"
SHOULDER
SHOULDERNORTHBOUND LANESOUTHBOUND LANESHOULDER
2.00%2.00%
1'-4"
10'-0" 12'-0" 12'-0"
23'-4" 23'-4"
10'-0"
1'-4"
46'-8" COPING-TO-COPING
10'-0"
5.59%
2.00% TO
FROM
VARIES
2.00%
STA. 11+39.27 TO STA. 11+73.35
STA. 11+15.27 TO STA. 11+39.27
VARIES FROM 23'-4" TO 34'-11"
RADIAL)
(MEASURED
T O
P P I N
G
C I P
C
O N
C R
E
L M
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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
TYPICAL SECTION NO. 6
SAM SENTER ROAD
� CONSTRUCTION
12' 12'
SHOULDER
PAVED
2%
LINE
GRADE
PROFILE
2%
SHOULDER
PAVED
STA. 11+73.35 TO STA. 12+50.00
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
ROADWAY\TYPSRD06.DGN
TYPICAL SECTION
1"=10'
& OVERBUILD
RESURFACE
MILL,
10' TO 8.67'
VARIES
WIDTH
6% 6%
3'
6"
TACK COAT
COAT AND
R-70 PRIME
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
TACK COAT
COAT AND
R-70 PRIME
GUARDRAIL
EXISTING
REMOVE
2'
WIDENING
WIDENING
SOD
2'
AND GRUBBING
STANDARD CLEARING
STANDARD CLEARING AND GRUBBING
10' TO 8.67'
VARIES
WIDTH
GRADE
EXISTING
MATCH
VARIES 34.1' TO 34.9'
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
130'
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
:1
RUBBLE RIP-RAP
BEDDING STONE
GRADE
EXISTING
MATCH
FABRIC
FILTER
DESIGN SPEED = 45 MPH
GROUP 13
OPTIONAL BASE
GROUP 13
OPTIONAL BASE
(98% T180)
SUBGRADE
12" COMPACTED
(98% T180)
SUBGRADE
12" COMPACTED
INDEX NO. 521-001
PER FDOT STANDARD PLAN
WITH DRAINAGE SLOTS @ 4' O.C.
38" SHOULDER BARRIER
N CANAL
HGWCD
GRADE
EXISTING
MATCH
SECTIONS
VARIES SEE CROSS
EXISTING ROADWAY
VARIES 20.7' TO 22.0' TO 12.0'
VARIES 10.7'
DEEP POST
GUARDRAIL WITH
2'
VARIES
SLOPE
SLOPE AT 10:1 MAX.
2" MISC. ASPH. PAVT.
PLASTIC EROSION MAT APPLICATION*
3. RESURFACE WITH FRICTION COURSE FC-9.5 (1")
TYPE SP (TRAFFIC C) (0.75" AVERAGE DEPTH)
2. OVERBUILD WITH STRUCTURAL COURSE
1. MILLING DEPTH = 1"
NOTES:
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
TYPICAL SECTION NO. 7
SAM SENTER ROAD
� CONSTRUCTION
12' 12'
2%
LINE
GRADE
PROFILE
2%
STA. 12+50.00 TO STA. 14+00.00
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
ROADWAY\TYPSRD07.DGN
TYPICAL SECTION
1"=10'
& OVERBUILD
RESURFACE
MILL,
6% 6%
3'
6"
TACK COAT
COAT AND
R-70 PRIME
SP (TRAFFIC C) (1 1/2")
STRUCTURAL COURSE TYPE
TYPE FC-9.5 (1")
FRICTION COURSE
TACK COAT
COAT AND
R-70 PRIME
2'
WIDENING WIDENINGSOD
8.67' TO 4'
WIDTH VARIES
PAVED SHOULDER
3'
GUARDRAIL
:1
PAVEMENT
2" MISC.
4'
6"
AND GRUBBING
STANDARD CLEARING
STANDARD CLEARING AND GRUBBING
8.67' TO 4'
WIDTH VARIES
PAVED SHOULDER
VARIES 34.9' TO 37.1'
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
130'
DISTRICT R/W LINE
WATER CONTROL
HIGHLAND GLADES
GUARDRAIL
EXISTING
REMOVE
SOD
VARIES
VARIES
DESIGN SPEED = 45 MPH
(98% T180)
SUBGRADE
12" COMPACTED
(98% T180)
SUBGRADE
12" COMPACTED
GROUP 13
OPTIONAL BASE
GROUP 13
OPTIONAL BASE
N CANAL
HGWCD
SECTIONS
VARIES SEE CROSS
GRADE
EXISTING
MATCH
GRADE
EXISTING
MATCH
EXISTING ROADWAY
VARIES 16.0' TO 20.7'
10.7'
6.0' TO
VARIES
AT 10:1
SLOPE
DEEP POST
GUARDRAIL WITH
2'
SLOPE AT 10:1 MAX.
2" MISC. ASPH. PAVT.
VARIES
SLOPE
PLASTIC EROSION MAT APPLICATION*
3. RESURFACE WITH FRICTION COURSE FC-9.5 (1")
TYPE SP (TRAFFIC C) (0.75" AVERAGE DEPTH)
2. OVERBUILD WITH STRUCTURAL COURSE
1. MILLING DEPTH = 1"
NOTES:
L M
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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
SUMMARY OF PAY ITEMS
ROADWAY\SUMMARY OF PAY ITEMS.DGN
LS
LS
CY
CY
SY
SY
TN
TN
TN
SY
SUMMARY OF PAY ITEMS
DESCRIPTION UNIT
MOBILIZATION
CLEARING AND GRUBBING
SY
SY
AC
OPTIONAL BASE GROUP 7
OPTIONAL BASE GROUP 13
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C)
NO.
ITEM
QUANTITY
CYREGULAR EXCAVATION
5 LFFLOATING TURBIDITY BARRIER
EA
CYCLASS I CONCRETE (GRAVITY WALL)
CY9
TYPE B STABILIZATION (LBR 40) (12")
COMPACTED SUBGRADE (98% T-180) (12")
ASPH. CONCRETE FRICTION COURSE (1.0") (FC-9.5)
3 LFSEDIMENT BARRIER (SILT FENCE)
1.00
1.00
CY
LB
LF
LF
CF
LF
REINFORCING STEEL (SUPERSTRUCTURE)
LF
BRIDGE ITEMS
UNITDESCRIPTION
NO.
ITEM
QUANTITY
SUMMARY OF PAY ITEMS (CONTINUED)
LF
CONTROL STRUCTURES (DITCH BOTTOM INLET TYPE C) (SPECIAL)
MAINTENANCE OF TRAFFIC
CONCRETE PIPE CULVERT (18") LF
RIGID INCLUSIONS SF
SY
77.0LFSHOULDER CONCRETE BARRIER
LFCONCRETE BARRIER WITH JUNCTION SLAB
EAMITERED END SECTION 18" (2:1)
MISCELLANEOUS ASPHALT PAVEMENT (2" THICK)
LFROADWAY GUARDRAIL
EA 676SPECIAL GUARDRAIL POST - DEEP POST FOR SLOPE BREAK CONDITION
EA
EAGUARDRAIL END TREATMENT - PARALLEL APPROACH TERMINAL
EAGUARDRAIL END TREATMENT - TRAILING ANCHORAGE
EA
GUARDRAIL REMOVAL LF 4550
SY
TN
TNBEDDING STONE (SECT. 530)
RIP-RAP (RUBBLE)
SODDING
CYFLOWABLE FILL
EA
EA
LF
EA
PREMIUM FOR CONFLICT CONDITION (SEE SP'S)
STRUCTURE BOTTOM TYPE J
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S)
EDCHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT)
TREE SPADE UNITS (TSU) (SEE SP'S)
EAPALM RELOCATION UNITS (SEE SP'S)
EATREE RELOCATION UNITS (SEE SP'S)
HRTRAFFIC CONTROL OFFICER (NON MOT)
CYCLASS I CONCRETE (MISCELLANEOUS)
UNITDESCRIPTION
NO.
ITEM
QUANTITY
SUMMARY OF CONTINGENCY PAY ITEMS
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
EACONTROL STRUCTURES (DITCH BOTTOM INLET TYPE D) (SPECIAL)
EACONTROL STRUCTURES (DITCH BOTTOM INLET TYPE H) (SPECIAL)
REMOVAL OF EXISTING STRUCTURE SF
CLASS II STRUCTURAL CONCRETE (FLAT SLAB)
CY 236CLASS IV STRUCTURAL CONCRETE (SUBSTRUCTURE)
CYCLASS II STRUCTURAL CONCRETE (APPROACH SLAB)
CYCONCRETE CLASS II TOPPING (OVERLAY)
SY 827BRIDGE DECK GROOVING
SY 827BRIDGE DECK PLANING
LBREINFORCING STEEL (SUBSTRUCTURE)
LBREINFORCING STEEL (APPROACH SLAB)
PLAIN NEOPRENE BEARING PADS
CONCRETE TRAFFIC RAILING BRIDGE (36" SINGLE-SLOPED)
BRIDGE DECK EXPANSION JOINTS
STRUCTURAL CONCRETE (18" PRESTRESSED PILES)
FLORIDA SLAB BEAM NEW/WIDENING (55"X12")
LF 424FLORIDA SLAB BEAM NEW/WIDENING (50"X12")
GUARDRAIL ATTACHMENT TO BARRIER - APPROACH TRANSITION TO RIGID BARRIER
PAY ITEM NOTES:
TNASPH. CONCRETE FRICTION COURSE (1.75") (FC-9.5)
SFWMD 20' WIDTH VEHICLE BARRIER TWO SPAN GATE
TN 287.3
326.0
44.7
148642
2030.1
729.3
GEOTEXTILE GEOGRID REINFORCEMENT TYPE R-2 33031.6
20444
13153
33268" PRECAST CONCRETE PANELS SF
3995.9
18398.9
16887.7
3333.1
9.77
3893.3
1668.2
1326.3
20.4
103.0
23926.4
85303
TEST PILES (18" PRESTRESSED PILES)
14111
39223
CANAL EXCAVATION
EMBANKMENT
CANAL EMBANKMENT
NO.ITEM
FDOT PAY
101-1
430-175-118
NO.ITEM
FDOT PAY
110-3
NO.ITEM
FDOT PAY
104-10-3
285-707
285-713
327-70-1
334-1-13
334-1-13
337-7-82
337-7-82
400-0-11
521-8-7
536-1-1
536-7-1
530-3-3
570-1-1
400-2-4
400-4-5
400-2-10
400-2-47
400-7-1
400-9-1
415-1-4
415-1-5
415-1-9
400-148
450-8-11
450-8-13
455-34-3
458-1-11
521-5-13
400-1-30
121-70
N/A
102-99
102-14
N/A
N/A
N/A
N/A
N/A
455-143-3
400-72
104-11
120-1
120-5
120-6
102-1
110-1-1
N/A
N/A
160-4
339-1
425-1-529
425-1-549
425-1-589
430-982-125
N/A
145-71
521-72-40
536-73
536-8-112
536-85-24
536-85-20
N/A
530-74
MILL EXISTING ASPHALT PAVEMENT (1")
STRUCTURAL OVERBUILD (SP) (TRAFFIC C)
- ITEM NO. 38 INCLUDES THE COSTS FOR FILTER FABRIC
- ITEM NO. 36 INCLUDES THE COSTS FOR OBJECT MARKERS
- ITEM NO. 20 INCLUDES THE COSTS FOR REINFORCING STEEL
- ITEM NOS. 15, 17, 18 AND 19 INCLUDE THE COSTS FOR PRIMECOAT AND TACKCOAT
40 SY571-1-11
3228.7
7462.5
PLASTIC EROSION MAT, TURF REINFORCED MAT, TYPE 1
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
SUMMARY OF QUANTITIES
ROADWAY\SUMMARY OF QUANTITIES 01.DGN
SIDE P F
TOTALS :
LOCATION
P F
(LF)
BARRIER
TURBIDITY
FLOATING
SEDIMENT CONTROL DEVICES
SUMMARY OF EROSION AND
Station
LOCATION
Sta. TO Sta.
P F
SIDE
TOTAL :
THICKNESS
AVERAGE TONS
YARDS
SQUARE
LT & RT
SUMMARY OF TYPE SP OVERBUILD
SUMMARY OF EARTHWORK
DESCRIPTION
F
CY
P
REGULAR EXCAVATION(LF)
BARRIER
SEDIMENT
SQ-1
REMARKS
RT
LT
LOCATION
Sta. TO Sta. SIDE P F
TONS
(In.)
THICK
TOTAL :
SY
ASPHALT PAVEMENT
SUMMARY OF MISCELLANEOUS
LT
RT
REMARKS
2RT
2RT
CR 880
SAM SENTER ROAD
CR 880
SAM SENTER ROAD
CR 880
SAM SENTER ROAD
LT & RT
2LT
LT
LT & RT
326.0
1.75"
3.50"
0.75"
76+00.00 TO 80+00.03
109+00.11 TO 118+85.53
1034.8
1122.1
99.6
216.0
11+73.35 TO 14+00.00 251.8 10.4
76+00.00 TO 98+60.00 2284' ALONG NORTH R/W LINE
RT
RT
LT
ALONG SOUTH R/W LINE
ALONG NORTH R/W LINE
ALONG SOUTH R/W LINE
ALONG SOUTH R/W LINE
76+00.00 TO 91+43.84 1516'
91+92.38 TO 99+11.59 690'
99+50.94 TO 118+85.53 1936'
100+00.00 TO 118+85.53 1885'
ALONG WEST R/W LINE
RT
L-13 CANAL
SAM SENTER ROAD
RT
8511' 890'
247'
365'
LT 278'
12+00.00 TO 14+00.00 200'
ALONG S. SIDE OF L-13 CANAL
ALONG N. SIDE OF L-13 CANAL
ALONG W. SIDE OF N CANAL
20+00.00 TO 23+60.00
20+00.00 TO 22+47.00
11+60.00 TO 14+00.00
2LT
76+00.00 TO 98+17.65 984.8 98.5
78+93.12 TO 91+59.91 287.8 28.8
91+79.58 TO 99+24.53 392.4 39.2
99+37.04 TO 109+07.28 290.0 29.0
100+31.00 TO 118+50.00 800.6 80.1
6.7
287.3
67.1
EMBANKMENT
CANAL EXCAVATION
CANAL EMBANKMENT
14111
39223
12+49.00 TO 14+00.00 RT 2 50.0 5.0
11+98.59 TO 14+00.00
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
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
SUMMARY OF QUANTITIES
LOCATION
Sta. TO Sta. SIDE
TOTAL :
P F
ROADWAY\SUMMARY OF QUANTITIES 02.DGN
SQ-2
LOCATION
Sta. TO Sta.
P F
CY
SIDE
HEIGHT
WALL
BEGIN
HEIGHT
WALL
END
(LF)
LENGTH
SCHEME
SUMMARY OF GRAVITY WALL
TOTAL :
ELEV.
WALL
TOP OF
BEGIN
ELEV.
WALL
TOP OF
END * *
LT98+17.74 TO 98+55.40 3.5' 3.5' 39.0 3 21.8
CONCRETE
CLASS I
PER FDOT INDEX NO. 400-011
WALL HEIGHT IS MEASURED FROM TOP OF WALL TO GROUND SURFACE
LOCATION
SIDE
P F
SUMMARY OF GUARDRAIL
STATION
ROADWAY
FROM
TO
FROM
TO
FROM
TO
P F P FP F P F
TOTALS:
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
LT
RT
FROM
TO
(SY)
AREA
LOCATION
Sta. TO Sta.
SIDE
TOTAL :
P F
LT 2290
SUMMARY OF GUARDRAIL REMOVAL
(LF)
LENGTH
ANCHORAGE
TRAILING
END TREATMENT (EA)
TERMINAL
APPROACH
PARALLEL
ATTACHMENT TO BARRIER (EA)
TO RIGID BARRIER
APPROACH TRANSITION
CR 880
GUARDRAIL (LF) SPECIAL POST (EA)
CONDITION
SLOPE BREAK
DEEP POST FOR
SAM SENTER RD
CR 880
44.7
SAM SENTER ROAD
LT11+64.87 TO 11+68.02 1.4' 1.0' 13.3 3 1.7
RT & LT
CR 880
CR 880
SAM SENTER RD
LT
LT 2.9' 2.7' 48.2 3 21.2
17.6' 17.6'
99+83.93 TO 100+31.00 17.0' 16.8'
15.5' 15.1'
80+00.03 TO 109+00.11
LT 1890
LT
RT 271
LT
76+00.00 TO 98+73.00
99+60.00 TO 118+50.00
11+29.00 TO 11+52.00
11+29.00 TO 14+00.00
11+44.00 TO 11+68.00
11+80.00 TO 12+30.00
400.0 64
1275.0 1 1
LT 1837.0
RT 775.0
RT 981.5
LT 869.0
LT 400.0
LT 550.0
LT
RT 150.0
76+00
80+00
79+03
91+58
80+00
98+18
91+83
99+25
99+39
108+97
1 1
100+31
109+00
109+00
113+00
113+00
118+50
11+86
12+24 37.5
12+50
14+00
7462.5 676 3 3 5
33031.6
33031.6
AREA OF RIGID INCLUSIONS = 148642 SF
AREA OF RIGID INCLUSIONS = 148642 SF X 2 LAYERS = 297284 SF
297284 SF / 9 = 33031.6 SY
SUMMARY OF GEOTEXTILE GEOGRID REINFORCEMENT TYPE R-2
LOCATION
Sta. TO Sta.
SIDE
CR 880
SUMMARY OF PERFORMANCE TURF
EROSION MAT
PLASTIC
FP
SY
0571 - 1 - 11
TOTAL :
SAM SENTER RD
LT
LT76+00.00 TO 118+50.00
12+00.00 TO 13+50.00
3057.9
170.8
3228.7
13+92
12+04
187.5LT 1 130
L M
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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
SUMMARY OF QUANTITIES
LOCATION
SIDE
TOTAL :
P F
LT
ROADWAY\SUMMARY OF QUANTITIES 03.DGN
SQ-3
TOTAL :
P F
SUMMARY OF RIP-RAP (RUBBLE)
(SF)
AREA
P F
(CF)
VOLUME
L-13 CANAL
VEHICLE BARRIER TWO SPAN GATE
SUMMARY OF SFWMD 20' WIDTH
(EACH)
SUMMARY OF BEDDING STONE
SAM SENTER ROAD
LOCATION
STATION TO STATION
SIDE
RT20+76.67 TO 23+23.33
SAM SENTER ROAD
STATION
11+75.5
12799
LT20+76.67 TO 22+65.13 8841
38050.5
19198.5
13261.5
LT11+64.35 TO 12+49.94 3727 5590.5
= 2030.1 TONS
4060140.5 LBS DIVIDED BY 2000 LBS/TON
= 4060140.5 LBS
W(LBS) = 38050.5 CF X 1.9 X 62.4 X 0.9
Vf = VOID FACTOR = 0.9 Ww = WEIGHT OF WATER = 62 LBS/CF
SG = SPECIFIC GRAVITY FOR DITCH LINING = 1.9
VOLs = VOLUME OF STONE (CF) W(LBS) = VOLs X SG X Ww X Vf
TOTAL :
P F
(SF)
AREA
P F
(CF)
VOLUME
L-13 CANAL
LOCATION
STATION TO STATION
SIDE
RT20+76.67 TO 23+23.33
SAM SENTER ROAD
12799
LT20+76.67 TO 22+65.13 8841
12683.5
LT11+64.35 TO 12+49.94 3727 1863.5
6399.5
4420.5
= 729.3 TONS
1458602.5 LBS DIVIDED BY 2000 LBS/TON
= 1458602.5 LBS
WEIGHT (LBS) = 12683.5 CF X 115 LBS/CF
P F
(TONS)
WEIGHT
298.3
1024.3
707.5
2030.1
P F
(TONS)
WEIGHT
107.2
368.0
254.1
729.3
L M
BE
ACH
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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
STRUCTURES
SUMMARY OF DRAINAGE
DRAINAGE\SUMMARY OF DRAIN STRUCTS.DGN
NONE
P
F
P
F
P
F
P
F
F
P
F
P
DESCRIPTIONSTATION
S I D
E
QTY.
REMARKS
18"
CULVERT (LF)
CONCRETE PIPE
NO.
STR
RT INLET, PIPE
B A
R R
E L S
185+00.00
85+00.00
98+50.00
RT
98+50.00
RT INLET, PIPE
INLET, PIPE
S-10
S-11
S-12
S-13
S-14
S-15
102+00.00
102+00.00
MES
MES
MES
(EA)
CONTROL STRUCTURE
TYPE C TYPE D TYPE H
(EA)
SECTION 2:1
MITERED END
TOTALS:
36 1 1 1
RT
RT
RT
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
ROADWAY\GNNTRD01.DGN
GENERAL NOTES
ABBREVIATIONS
IN A DETERIORATED CONDITION.
ENGINEER, IN WRITING, PRIOR TO COMMENCING CONSTRUCTION IF SAID ITEMS ARE DAMAGED, MISSING OR
OF ALL EXISTING ITEMS NOTED TO REMAIN OR TO BE RELOCATED. THE CONTRACTOR SHALL NOTIFY THE
17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND/OR REMOVAL, STORAGE AND REINSTALLATION
CONTACT PERSON UTILITY PHONE NUMBER
FP&L TRANSMISSION
FP&L DISTRIBUTION
COMCAST
AT&T DISTRIBUTION
561-803-7942
321-214-3814
561-436-9034
561-540-9263
INFORMATION PRIOR TO FINAL CERTIFICATION OF THE PROJECT.
UPON COMPLETION AND PROVIDED WITH FIELD NOTES, CERTIFIED CORNER RECORDS AND ALL SUPPORTING
AUTHORIZATION NUMBER OF THE PARTY IN RESPONSIBLE CHARGE. PALM BEACH COUNTY SHALL BE NOTIFIED
SURVEYOR AND MAPPER WITH A MONUMENT BEARING THE FLORIDA LICENSE NUMBER OR CERTIFICATE OF
ARE TO BE REFERENCED PRIOR TO CONSTRUCTION AND RESET AFTER CONSTRUCTION BY A PROFESSIONAL
CONTROL MONUMENTS AND ALL OTHER PERMANENT MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION
18. EXISTING SECTION, QUARTER SECTION CORNERS, PROPERTY CORNERS, PALM BEACH COUNTY SURVEY
YR = YEAR
W/L = WATER SURFACE LINE
W/ = WITH
VPI = VERTICAL POINT OF INTERSECTION
U.S. = UNITED STATES
TWNP. = TOWNSHIP
TEL = TELEPHONE
T/B = TOP OF BANK
STA. = STATION
SP = SUPERPAVE
SFWMD = SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SEC. = SECTION
S/B = SLOPE BREAK
R/W = RIGHT OF WAY
RT = RIGHT
RPB = RECORD PLAT BOOK
RGE. = RANGE
RD. = ROAD
RCP = REINFORCED CONCRETE PIPE
R = RADIUS
PT = POINT ON TANGENCY
PI = POINT OF INTERSECTION
PGL = PROFILE GRADE LINE
PG. = PAGE
PC = POINT OF CURVATURE
PAVT. =PAVEMENT
ORB = OFFICIAL RECORDS BOOK
OH = OVERHEAD
ARE TO REMAIN UNLESS OTHERWISE NOTED.
16. ALL EXISTING DRAINAGE STRUCTURES, PIPES AND APPURTENANCES WITHIN THE LIMITS OF CONSTRUCTION
15. STATIONS AND OFFSET REFER TO THE CENTERLINE OF CONSTRUCTION, UNLESS OTHERWISE NOTED.
TO, OR BETTER THAN, THE EXISTING CONDITION AT THE TIME CONSTRUCTION BEGAN.
14. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION EQUAL
TELEPHONE NO. (301) 713-3242
SILVER SPRINGS, MARYLAND 20910
SSMC 3 STATION 09202
NOAA NATIONAL GEODETIC SURVEY N/CG 17
NATIONAL GEODETIC INFORMATION SERVICE CENTER
DANGER OF DAMAGE THE CONTRACTOR SHOULD NOTIFY:
13. ANY N.G.V.D. OR N.A.V.D. MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN
12. BENCHMARK DATUM IS NORTH AMERICAN VERTICAL (NAVD 88).
UNSUITABLE FOR CONSTRUCTION ARE ENCOUNTERED.
11. THE CONTRACTOR SHALL NOTIFY THE COUNTY'S REPRESENTATIVE IF SOIL OR SUBSURFACE CONDITIONS
553.105 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES.
10. PRIOR TO COMMENCEMENT OF ANY EXCAVATION THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE
LINES AND UNDERGROUND UTILITIES.
9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION
UTILITY COMPANY.
8. UTILITY LOCATIONS MAY ALSO BE DETERMINED BY CALLING SUNSHINE ONE-CALL AND THE RESPECTIVE
OE = OVERHEAD ELECTRIC
NWL = NORMAL WATER LEVEL
NO. = NUMBER
NGVD 29 = NATIONAL GEODETIC VERTICAL DATUM OF 1929
NAVD 88 = NORTH AMERCAN VERTICAL DATUM OF 1988
N = NORTH
MISC. = MISCELLANEOUS
MAX. = MAXIMUM
LT = LEFT
KV = KILOVOLTS
HGWCD = HIGHLAND GLADES WATER CONTROL DISTRICT
FT. = FOOT
FL = FLOW LINE
FDOT = FLORIDA DEPARTMENT OF TRANSPORATION
FC = FRICTION COURSE
EXIST. = EXISTING
EOP = EDGE OF PAVEMENT
EL. = ELEVATION
E = EAST
DHW = DESIGN HIGH WATER
CR = COUNTY ROAD
CONST. = CONSTRUCT
CMP = CORRUGATED METAL PIPE
¡ = CENTERLINE
CATV = CABLE TELEVISION
B/B = BOTTOM OF BANK
£= BASELINE
ASPH. = ASPHALT
ac or AC. = ACRE
NONE
CRAIG LEDBETTER
DAVID FUCHS
STEVE ROSA
GARTH BEDWARD
7. UTILITY AGENCY OWNERS:
PRESENT.
ANY CONSTRUCTION INVOLVING THEIR FACILITIES SO THAT THEIR COMPANY REPRESENTATIVE CAN BE
6. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES A MINIMUM OF 3 WORKING DAYS IN ADVANCE OF
5. UTILITIES ARE TO BE ADJUSTED BY OTHERS UNLESS OTHERWISE NOTED.
IRRIGATION SYSTEMS, SIGNS, ETC.) THAT ARE IN CONFLICT WITH THE PROPOSED ROADWAY CONSTRUCTION.
ALLOW PROPERTY OWNERS THE OPPORTUNITY TO RELOCATE ANY PRIVATE PROPERTY (LANDSCAPING,
4. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS 14 DAYS IN ADVANCE OF ANY CONSTRUCTION TO
REQUIRED.
INFORM THE ENGINEER AND NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS, AS
WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL
CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN IN THE PLANS) EXIST
LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE
3. THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY; THE EXACT
AND DUDA RD.
OF NEW BRIDGE WILL TEMPORARILY SHUT DOWN SAM SENTER RD, REQUIRING TRAFFIC DETOUR TO AIRPORT RD
APPROVAL OF THE PLAN FROM THE COUNTY PRIOR TO BEGINNING CONSTRUCTION OF THE PROJECT. CONSTRUCTION
PLAN TO PALM BEACH COUNTY DEPARTMENT OF ENGINEERING AND PUBLIC WORKS AND SHALL RECEIVE WRITTEN
& HIGHWAYS (MUTCD). THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCE AND TRAFFIC CONTROL
TRANSPORTATION STANDARD PLANS AND FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
SIGNS, BARRICADES AND LIGHTS SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF
2. VEHICULAR TRAFFIC SHALL BE MAINTAINED AND PROTECTED AT ALL TIMES.
STANDARDS WHERE APPLICABLE.
SPECIFICATIONS, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND PALM BEACH COUNTY
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
FOR RESOLUTION.
19. THAT IN THE EVENT OF ANY CONFLICTING DATA, REFER TO THE SURVEY (SHEETS SUR1 THRU SUR13)
SR 880 & ATLANTIC SUGAR MILL RD, BELLE GLADE, FL 33430.
ANTONIO DE CORRAL, SR. MANAGING HYDRAULIC ENGINEERING, FLORIDA CRYSTALS CORPORATION., FOR THE DURATION OF THE CONSTRUCTION PROJECT. THE CROP SPRAYING POINT OF CONTACT IS:
26. THE CONTRACTOR SHALL ACTIVELY COORDINATE THE CROP SPRAYING ACTIVITIES PERFORMED BY THE FARMERS
OTHERWISE NOTED.
25. INTERSECTING ROADS AND DRIVEWAYS ARE TO BE GRADED AS DIRECTED BY THE ENGINEER, UNLESS
THE COSTS FOR CLEARING AND GRUBBING.
CONSTRUCTION AND SHALL REMAIN UNTIL CONSTRUCTION IS COMPLETE. COSTS FOR THIS ARE INCLUDED IN
TREE PROTECTION FENCE. THE FENCE SHALL BE ERECTED AT THE TREE DRIP LINE PRIOR TO BEGINNING
ALL ASPECTS OF THE WORK. PROTECTION SHALL INCLUDE THE ERECTION AND MAINTENANCE OF AN APPROVED
24. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, AS DIRECTED BY THE PROJECT ENGINEER, DURING
THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
23. CALLOUTS FOR PAVEMENT AND CURBING RADII, STATIONING, OFFSETS AND ELEVATIONS REFER TO
IN AN AREA PROVIDED BY THE CONTRACTOR.
22. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE
21. GRADES SHOWN ARE FINISH GRADES, UNLESS OTHERWISE NOTED.
CLEAN, STRAIGHT EDGE.
20. IN AREAS OF PAVEMENT WIDENING ALL EXISTING PAVEMENT EDGES ARE TO BE MECHANICALLY SAWCUT TO A
L M
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OC
F L
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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
DITCH DITCH DITCH
DITCH
DITCH
DI
TCH
DI
TCH
DI
TCH
DI
TCH
D
IT
CH
D
IT
CH
D
IT
CH
DITCH DITCH
D
IT
C H
T/B
B/B
B/B
T/B
T/B
T/B
B/B
B/B
T/B
B/B
T/B
B/B
T/B
B/B
T/B
B/B
B/B
T/B
B/B
T/B
T/B
B/B
B/B
T/B
T/B
B/B
B/B
T/B
T/ B
T/ B
B/ B
B/ B
T/ B
T/ B
B/
BB/
B
T/ B
T/ B
B/ B
B/ B
T/ B
T/ B
B/ B
B/ B
T/ B
T/ B
B/
BB/
B
T/ B
T/ B
B/ B
B/ 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
EOP
T/ B
W /L
T/ B
S/ B
EOP
EOPT/
B
W /L
T/ B
S/ B
EOP
EOP
T/ B
W /L
T/ B
S/ B
EOP
EOP
T/
B
W /L
S/ B
T/ B
EOP
EOP
T/ B
W /L
W /L
S/ B
T/B
EOP
EOP
T/
B
T/ B
S /B
EOP
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
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
W/L S/B
T/B
T/B
S/B
T/B
T/B
S/B
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L
T/B
EOP
T/B
S/B
EOP
W/L S/B
W/L
W/L
S/B
UNPAVED ROAD
U N P
A V E
D
R
O A
D
S B
W L
U N P
A V E
D R
O A
D
E O P
E O P
S B
S B T B
W L
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
COM
O R
B
P
G
W .5
E .2
.1
S
O F
S
R
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
C M
P
C M
P
36" CMP
24" RCP
PI STA. 11+85.00
P I S
T A .0 3 8
P C S
T A . 8
.3
P T
S
T A
.8
P I
S
T A
.0
100 105 P
A
.1
110 115
20 25
P T S
T A . 1
.5
P I
S T A .2 5 1
P C S
T A . 1
.2
P T
S
T A
.5
P I
S
T A
.2
200 205 210 215 220
N
1"=400'
PROJECT LAYOUT
CR 880
S A
M
S
E N
T E
R
R
D
CR 880
¡ CONSTRUCTION
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
SAM SENTER RD
¡ CONSTRUCTION
STA 76+00.00
CR 880
¡ CONSTRUCTION
BEGIN
STA 118+85.53
CR 880
¡ CONSTRUCTION
END
NORTHING EASTING DESCRIPTION
� PI
CURVE 1 PI
CURVE 1 PC
CURVE 1 PT
BEGIN � CONSTRUCTION
� PI
� STATION
END � CONSTRUCTION
CR 880 � CONSTRUCTION DATA TABLE
76+00.00
80+00.03
851342.257 804896.690
851611.416 805192.626
85+08.38 851958.129 805564.389
92+59.01 852470.091 806113.339
99+38.81 852471.314 806863.971
109+00.11 852472.881 807825.266
118+85.53 852487.385 808810.581
NORTHING EASTING DESCRIPTION
� PI
BEGIN � CONSTRUCTION
� STATION
END � CONSTRUCTION
10+00.00
11+85.00
852471.179 806844.162
852656.179 806843.861
852871.160 806840.834
SAM SENTER RD � CONSTRUCTION DATA TABLE
14+00.00 e = 7.70%
STA. 14+00.00
SAM SENTER ROAD
END ¡ CONSTRUCTION
LEGEND
ROADWAY PLAN SHEET NUMBERXX
27 29
C R
0 100 400
Feet
ROADWAY\PROJECTLAYOUT.DGN
SFWMD L-13 CANAL
H G
W
A N
A L
£ SURVEY STATION/OFFSET
£ SURVEY STATION/OFFSET
176+00.00/4.02'RT
192+31.17/121.64'LT
219+00.56/7.10'RT
199+35.27/164.95'LT
199+33.97/20.05'RT
199+34.28/379.95'LT
179+99.96/13.46'RT
185+08.36/18.24'RT
199+53.93/20.00'RT
209+15.22/20.00'RT
NORTHING EASTING DESCRIPTION
851032.346 804570.538
851286.567 804831.282
851537.539 805095.372
851965.816 805545.976
852490.065 806097.583
199+48.56 852491.305 806858.573
222+00.00 852494.978 809109.936
CR 880 £ SURVEY DATA TABLE
£ SURVEY CR 880
STA 171+50.00
CR 880
£ SURVEY
BEGIN
STA 222+00.00
CR 880
£ SURVEY
END
£ STATIONNORTHING EASTING DESCRIPTION� STATION
18+00.00
26+00.00
852567.550 806444.004
852568.854 807244.003
£ SURVEY STATION/OFFSET
171+50.00
£ CURVE 1 PI175+14.25
CURVE 1 PT178+78.50
CURVE 2 PC185+00.23
CURVE 2 PI
BEGIN £ SURVEY CURVE 1 PC
192+61.22
CURVE 2 PT
END £ SURVEY
BEGIN � CONSTRUCTION
END � CONSTRUCTION
195+55.80/119.69'LT
203+34.12/76.92'LT
SFWMD L-13 CANAL
¡ CONSTRUCTION
� CONSTRUCTION SFWMD L-13 CANAL DATA TABLE
¡ CONST. CR 880 CURVE 1 DATA:
STA. 18+00.00
SFWMD L-13 CANAL
BEGIN ¡ CONSTRUCTION
STA. 26+00.00
SFWMD L-13 CANAL
END ¡ CONSTRUCTION
£ SURVEY CR 880 CURVE 2 DATA:
£ SURVEY CR 880 CURVE 1 DATA:
PI STA. = 175+14.25
T = 364.25
L = 728.50
R = 57,295.36
PC STA. = 171+50.00
PT STA. = 178+78.50
PI STA. = 192+61.22
T = 760.99
L = 1,448.33
R = 1,909.86
PC STA. = 185+00.23
PT STA. = 199+48.56
STA. 10+00.00
SAM SENTER ROAD
BEGIN ¡ CONSTRUCTION
DITCH
T/B
T/B
B/B
B/B
T/B
T/B
B/B
B/B
T/B
S/B
EOP
EOP
T/B
W/L
T/B
S/B
EOP
EOP
T/B
W/L
76 77 78 79 80 81
OH CATV 13 KV OE
OH TEL
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)
PUBLIC R/W PER RPB 7 PG. 186
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
8.5
10.5
10.5
10.5
8.5
8.5
10.5
10.5
10.5
N
R/W LINE
CR 880
ROADWAY\PLANRD01.DGN
M A
T C
H
L I N
E
S
T A
.0
STA. 76+00.00
ROADWAY PLAN
¡ CONSTRUCTION CR 880
SFWMD R/W LINE
SFWMD R/W LINE
DENOTES ROADWAY WIDENING
DENOTES SHOULDER CONSTRUCTION
GUARDRAIL
EXISTING
REMOVE
4' WIDE
PAVEMENT
2" MISC.
4.5' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
12.00' RT
+00.03
12.00' LT
+99.96
WIDTH
SHOULDER
BEGIN 10'
WIDTH
SHOULDER
BEGIN 10'
22.55' RT
+03.14
12.00' RT
+00.00
WIDTH SHOULDER
BEGIN VARIABLE
12.00' LT
+00.00
WIDTH SHOULDER
BEGIN VARIABLE
18.00' LT
+00.00
GUARDRAIL
CONNECT TO EXISTING
BEGIN GUARDRAIL TL-3
MATCH EXISTING
BEGIN CONSTRUCTION
BEGIN PROJECT
0 10 40
Feet
.9
.1
.1
.7
.5
.5
PI STA. 80+00.03
¡ CONSTRUCTION
GUARDRAIL TL-3
LEGEND:
OVERBUILD EXISTING ROADWAY
DENOTES MILL/RESURFACE/
SFWMD L-13 CANAL
SWALE BOTTOM
+50.00
BEGIN SWALE
TRAVELWAY
EXISTING
EDGE OF
TRAVELWAY
EXISTING
EDGE OF
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
.0
.0
.0
.0
.0
.0
.0
.0
22.00' RT
+00.03
22.00' LT
+01.00
16.00' RT
+00.00
16.00' LT
+00.00
FDOT INDEX 536-001
PARALLEL APPROACH TERMINAL
BEGIN GUARDRAIL TL-3
ROADWAY PROFILE
SCALE
1" = 4' Vertical
1" = 40' Horizontal
ROADWAY\PROFRD01.DGN
M A
T C
H
L I N
E
S
T A
1+
.0
81+0080+0079+0078+0077+0076+00
CR 880
EL. 17.92
STA. 76+00.00
MATCH EXISTING
BEGIN CONSTRUCTION
BEGIN PROJECT
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.9
.9
.9
.4
E 804782.84 N 851204.41
STA 174+22.33, 24.36' RT
CR 880 B/L SURVEY
ELV. 16.70 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
E 805067.03 N 851485.88
STA 178+22.42, 17.91' RT
CR 880 B/L SURVEY
ELV. 17.18 (NAVD88)
NAIL AND TIN-TAB
BENCHMARK:
STA 78+22.65, 8.36' RT
CR 880 C/L CONSTRUCTION
BEGIN CR 880 C/L CONSTRUCTION
BENCHMARK IS BEFORE
NOTE:
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
.7
(+) 0.08%(-) 0.05%
T/B
T/B
B/B
B/B
T/B
T/B
B/B
B/B
T/B
S/B
EOP
EOP
T/B
W/L
T/B
S/B
EOP
EOP
T/B
W/L
82 83 84 85 86
OH CATV
13 KV OE
OH TEL
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)
PUBLIC R/W PER RPB 7 PG. 186
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
10.5
10.5
10.5
10.5
8.5
8.5 8.5
8.5 10.5
10.5
N
ROADWAY\PLANRD02.DGN
M A
T C
H
L I N
E
S
T A
.0
ROADWAY PLAN
M A
T C
H
L I N
E
S
T A
.0
CR 880
¡ CONSTRUCTION CR 880
R/W LINE
SFWMD R/W LINE
SFWMD R/W LINE
4.5' WIDE
PAVEMENT
2" MISC.
4' WIDE
PAVEMENT
2" MISC.
GUARDRAIL TL-3
GUARDRAIL TL-3
GUARDRAIL
EXISTING
REMOVE
12.00' RT
+69.40
12.00' LT
+08.38
0 10 40
Feet 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
.7
.1
.1
.9
.8
.5
LEGEND:
PC STA. 85+08.38
¡ CONSTRUCTION
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 3
TRAVELWAY
PC EDGE OF
CURVE 2 DATA:
EDGE OF TRAVELWAY
CURVE 2
TRAVELWAY
EDGE OF
SFWMD L-13 CANAL
S-10
S-11
OF 18" RCP
CONST. 12'
SWALE BOTTOM
CURVE 2
TRAVELWAY
PC EDGE OF
USING RIGID INCLUSIONS
DENOTES ROADWAY RECONSTRUCTION
USING RIGID INCLUSIONS
DENOTES SHOULDER RECONSTRUCTION
.0
.0
.0
.0
CR 880 CURVE 1 DATA:
¡ CONSTRUCTION
CURVE 1
¡ CONSTRUCTION
22.00' RT
+69.40
22.00' LT
+08.38
.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\PROFRD02.DGN
M A
T C
H
L I N
E
S
T A
.0
86+0085+0084+0083+0082+00
M A
T C
H
L I N
E
S
T A
1+
.0
CR 880
AT ¡ CONSTRUCTION
EXISTING GRADE
LINE
GRADE
PROFILE
.4
.9
.7
.2
E 805361.86 N 851756.21
STA 182+22.37, 25.09' RT
CR 880 B/L SURVEY
ELV. 16.84 (NAVD88)
BROWN & PHILLIPS 1/2" IRC
BENCHMARK:
E 805651.46 N 852032.65
STA 186+24.13, 20.25' RT
CR 880 B/L SURVEY
ELV. 17.52 (NAVD88)
NAIL AND TIN-TAB
BENCHMARK:
STA 82+22.55, 9.53' RT
CR 880 C/L CONSTRUCTION
STA 86+23.04, 1.45' 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
.5
.7
.5
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 B
E G I N
REVERSE CROWN (+.02)
FROM (-.02) TO
SUPERELEVATION
TRANSITION
FULL SUPERELEVATION (+.077)
CROWN (+.02) TO
FROM REVERSE
SUPERELEVATION
TRANSITION
FULL SUPERELEVATION (+.077)
.0
S U
P E
R E
L E
V A
T I O
N B
E G I N
F
U L L
.0
C R
O W
N R
E V
E R
S E
V P I
.0
E L
.3
(+) 0.25%
(-) 0.24%
V P I
.0
E L
.0
(+) 0.08%
(-) 0.24%
18" RCP
S-11
S-10
FL=6.80
| 001-Roadway Plans |
| 002-Roadway Plans |
| 003-Roadway Plans |
| 006-Roadway Plans |
| 007-Roadway Plans |
| 008-Roadway Plans |
| 009-Roadway Plans |
| Summary of Pay Items |
| summary of quantities 01 |
| summary of quantities 02 |
| summary of quantities 03 |
| 014-Roadway Plans |
| 015-Roadway Plans |
| 016-Roadway Plans |
| 017-Roadway Plans |
| 018-Roadway Plans |
| 019-Roadway Plans |
| 020-Roadway Plans |
| Keysrd01 |
| Typsrd03 |
| Typsrd02 |
File details come from the government source that posted it. Updated .