PLANS_-_ROADWAY.pdf
PDF 11 MB Posted
- Attached to
- Ridgemoor Blvd and Brooker Creek at Brooker Creek Bridge #154153 Bridge Replacement Project (PID 005749A)
- Solicitation number
- 26-0506-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a roadway plans document for Pinellas County Public Works detailing the Ridgemoor Boulevard and Brooker Creek Bridge #154572 replacement project (Financial Project ID 445437-1-58-01), a federally funded Local Agency Program project administered through the Florida Department of Transportation. The project involves replacing a 120-foot flat slab bridge with a 135-foot structure and includes related roadway reconstruction, milling and resurfacing, drainage improvements, and temporary traffic control measures. The design plans prepared by Michael Baker International, Inc. encompass typical sections, roadway profiles, cross sections, drainage structures, and utility coordination across approximately 324 stations, with project limits extending from Station 581+20.00 to Station 905+03.07. The roadway design features 12-foot travel lanes, 5-foot paved shoulders with 3-foot unpaved sections in certain areas, concrete sidewalks along the bridge approach, and 4-inch reinforced concrete ditch pavement in select locations. Design specifications indicate a 45 miles per hour design speed with a projected opening year of 2026 and design year of 2046, serving an estimated current year (2022) average annual daily traffic of 7,200 vehicles.
The project incorporates four construction phases with specific traffic control configurations, including temporary signal control operations, lane shifts, temporary pedestrian walkways, and a full bridge closure detour plan. Utility adjustments and relocations are required for multiple providers including Pinellas County Utilities, Duke Energy, Clearwater Gas, Frontier Communications, and MCI, with specific conditions noted regarding existing water main, gas main, conduit, and drainage infrastructure. The plans reference Florida Department of Transportation FY 2026-27 Standard Specifications and Standard Plans for Road and Bridge Construction, with all design work digitally signed and sealed by Professional Engineers Timothy P. Wineberg (PE License #84217) and Paul Q. Snead (PE License #56982) under Rule 61G15-23.004, F.A.C. The survey information was obtained from licensed Florida Professional Surveyor and Mapper Peter J. Mattson (PSM #6290) with Element Engineering Group, LLC, and elevations are referenced to the North American Vertical Datum of 1988 using the Florida State Plane Coordinate System, West Zone.
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Text version
WorkProgram_Tbl15_Dissolved_2004,itemseg,4454371 https://owpbstandardmap.fdot.gov/?query=PROJECT LOCATION URL:
BEGIN MP 0.499 - END MP 0.522
NONE
BR#154572 MP 0.499 - MP 0.522
NONE
PROJECT LIMITS:
EXCEPTIONS:
BRIDGE LIMITS:
RAILROAD CROSSING:
STRUCTURES
ROADWAY
SIGNING & PAVEMENT MARKING PLAN
VERIFIED UTILITY LOCATE
UTILITY ADJUSTMENTS
TEMPORARY TRAFFIC CONTROL PLAN
ROADWAY CROSS SECTIONS
DRAINAGE STRUCTURES
ROADWAY PROFILE
ROADWAY PLAN-PROFILES
GENERAL NOTES
PROJECT CONTROL
MODEL MANAGEMENT
TYPICAL SECTION DETAILS
TYPICAL SECTIONS
SIGNATURE SHEET
KEY SHEET
52 - 55
48 - 50
26 - 47
15 - 25
10 - 12
3 - 5
(FEDERAL FUNDS)
F
LO
R
ID
A 'S
T H
E O
F F
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I A
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O R
D O
F T
H I S
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F I L
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S I G
N E
D A
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S E
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R R
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.0
F
.A .C
/2
/2
:5
:2
A M
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
SHEET DESCRIPTIONSHEET NO.
E d
.M a c k e n z ie
P.I.D. NUMBER 005749A
FINANCIAL PROJECT ID 445437-1-58-01
PINELLAS COUNTY (15000435)INDEX OF ROADWAY PLANS
RIDGEMOOR BLVD AND BROOKER CREEK AT BROOKER CREEK BRIDGE #154572
BEE LINE
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
PINELLAS COUNTY
PUBLIC WORKS
ROADWAY PLANS
CONTRACT PLANS COMPONENTS
NO.
SHEET
YEAR
FISCAL
CITY
LAKE
RAFAL KADAJ, P.E.
PROJECT MANAGER:
PINELLAS COUNTY
ENGINEER OF RECORD:
ROADWAY PLANS
c u s e r s \p u b li c \m b ip w \5
\d m s \K
E Y
S R
D .d g n
VENDOR NO: F251228638
CONTRACT NO: CAE83
PHONE # (407) 562-4119
ORLANDO, FLORIDA 32801
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
P.E. LICENSE NUMBER 84217
TIMOTHY P. WINEBERG, P.E.
LOCATION OF PROJECT
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY 2026-27 Standard Specifications
GOVERNING STANDARD PLANS:
Component
Standard Plans for Bridge Construction are included in the Structures Plans following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2026-27 Standard Plans for Road and https://owpbstandardmap.fdot.gov/?query=WorkProgram_Tbl15_Dissolved_2004,itemseg,4454371 http://www.fdot.gov/programmanagement/implemented/specbooks/ http://www.fdot.gov/design/standardplans
SIGNATURE SHEET
STATE OF
No. 84217
ESNECIL GREBENIW .P YHTO
MI
T
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
TIMOTHY P. WINEBERG, P.E. NO. 84217
ORLANDO, FLORIDA 32801
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET DESCRIPTIONSHEET NO.
52 - 55
48 - 50
26 - 47
15 - 25
10 - 12
3 - 5
SIGNING & PAVEMENT MARKING PLAN
VERIFIED UTILITY LOCATE
UTILITY ADJUSTMENTS
TEMPORARY TRAFFIC CONTROL PLAN
ROADWAY CROSS SECTIONS
ROADWAY PROFILE
ROADWAY PLAN-PROFILES
GENERAL NOTES
PROJECT CONTROL
MODEL MANAGEMENT
TYPICAL SECTION DETAILS
TYPICAL SECTIONS
SIGNATURE SHEET
KEY SHEET
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
PAUL Q. SNEAD, P.E. NO. 56982
ORLANDO, FLORIDA 32801
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET DESCRIPTIONSHEET NO.
DRAINAGE STRUCTURES
SIGNATURE SHEET
445437-1-58-01
PINELLAS
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETPINELLAS COUNTY
PUBLIC WORKS
ROAD NO. FINANCIAL PROJECT IDCOUNTY
/2
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M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
ENGINEER OF RECORD
STATE OF
No 56982
ESNECIL
DAENS .Q LUAP
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
Natural Ground
R/W LINE
LIMITS OF CONSTRUCTION
R/W VARIES (202' MIN.)
STANDARD CLEARING AND GRUBBING
LIMITS OF CONSTRUCTION
R/W LINE
1:6
0.02
8' 24'
LBR 40
TYPE B STABILIZATION
12"
SOD
1:6
Natural Ground
� CONST. RIDGEMOOR BLVD.
STA. 589+57.71 TO STA. 904+02.33 (RT.)
STA. 589+57.71 TO STA. 595+00.00 (LT.)
STA. 583+44.69 TO STA. 587+63.63 (RT.)
(LT.)STA. 584+81.33 TO STA. 587+63.63
RIDGEMOOR BLVD
TYPICAL SECTION 1
SOD
GRADE POINT
PROFILE
4" 4" 4" 4"
8'
0.06 0.05
6" CONCRETE SIDEWALK
TRAVEL LANES
FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (4.0")
OPTIONAL BASE GROUP 6
SHOULDER PAVEMENT
FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5")
OPTIONAL BASE GROUP 1
5'
SHLDR.
PAVT.
5'
SHLDR.
PAVT.
12' 12'
TRAVEL LANES
0.02
2' MIN.
2' MIN.
5'
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs
\p u b li c \m b ip w \5
\d m s \T
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M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
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TYPICAL SECTIONS
TRAFFIC DATA
DESIGN SPEED = 45 MPH
DESIGN HOUR T = 2.8
K = 9 D = 53.2 T = 5.6
ESTIMATED DESIGN YEAR = 2046 AADT = N/A*
ESTIMATED OPENING YEAR = 2026 AADT = N/A*
CURRENT YEAR = 2022 AADT = 7200
SYSTEM ROADWAY.
AS THIS IS A BRIDGE REPLACEMENT PROJECT ON AN OFF
* FDOT IS NOT REQUIRING ANY PROJECTED TRAFFIC CALCS
NOTES
PINELLAS COUNTY
R/W VARIES (70' MIN.) R/W VARIES (132' MIN.)
R/W LINE R/W LINE
BULLET RAILING
PEDESTRIAN/BICYCLE
PARAPET WITH
27" CONCRETE
(WITHOUT SLOTS)
PER STANDARD PLANS INDEX 521-427
36" SINGLE-SLOPE TRAFFIC RAILING
BULLET RAILING
PEDESTRIAN/BICYCLE
PARAPET WITH
27" CONCRETE
59'-8"
TRAVEL LANES
24'
12'12' 8'
SHLDR
10'
1'1'-4"
8'
SHLDR
1'
0.02
0.02 0.02
0.02
STA. 587+63.63 TO STA. 589+57.71
RIDGEMOOR BLVD OVER BROOKER CREEK
TYPICAL SECTION 2
� CONST. RIDGEMOOR BLVD.
1'-4"
0.02 0.02
TRAIL
MULTIUSE
CONCRETE
(WITH SLOTS)
PER STANDARD PLANS INDEX 521-427
36" SINGLE-SLOPE TRAFFIC RAILING
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs
\p u b li c \m b ip w \5
\d m s \T
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M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
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T R
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IC
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DESIGN HOUR T = 2.8
K = 9 D = 53.2 T = 5.6
ESTIMATED DESIGN YEAR = 2046 AADT = N/A*
ESTIMATED OPENING YEAR = 2026 AADT = N/A*
CURRENT YEAR = 2022 AADT = 7200
SYSTEM ROADWAY.
AS THIS IS A BRIDGE REPLACEMENT PROJECT ON AN OFF
* FDOT IS NOT REQUIRING ANY PROJECTED TRAFFIC CALCS
NOTES
EXIST. CONCRETE SIDEWALK
EXIST. CONCRETE SIDEWALK
VARIES (0'-40')
11' 12' 12' 12'
R/W VARIES (97' MIN.) R/W VARIES (93' MIN.)
R/W LINE R/W LINE
STA. 904+02.33 TO STA. 905+03.07 (RT.)
STA. 73+11.82 TO STA. 84+30.00 � SURVEY (LT.)
STA. 581+20.00 TO STA. 583+44.69 (RT.) **
STA. 581+20.00 TO STA. 584+81.33 (LT.) **
RIDGEMOOR BLVD
TYPICAL SECTION 3
� SURVEY RIDGEMOOR BLVD.
TREATMENT I
2'-8" SOD
Natural Ground
Natural Ground
MATCH EXIST.
TRAVEL LANES AND SHOULDERS
FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)
MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)
VARIES (12'-23')
MILLING & RESURFACING
MATCH EXIST.
TREATMENT I
2'-8" SOD
� CONST. RIDGEMOOR BLVD.
5'
PAVT.
SHLDR.
MILLING & RESURFACING
MATCH EXIST.
MATCH EXIST.
VARIES (12'-23')
� CONST. PGL RT.
TRAVEL LANES TRAVEL LANES
TYPE F
GUTTER
CURB AND
EXIST.
TYPE F
GUTTER
CURB AND
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/9
/2 c u s e rs
\p u b li c \m b ip w \5
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D .d g n
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P
M P a tr ic k .S iu
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
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DESIGN HOUR T = 2.8
K = 9 D = 53.2 T = 5.6
ESTIMATED DESIGN YEAR = 2046 AADT = N/A*
ESTIMATED OPENING YEAR = 2026 AADT = N/A*
CURRENT YEAR = 2022 AADT = 7200
UNDIVIDED ROADWAY. SCOPE OF WORK IS SIMILAR.
** TYPICAL SHOWS DIVIDED ROADWAY, THESE LIMITS ARE
SYSTEM ROADWAY.
AS THIS IS A BRIDGE REPLACEMENT PROJECT ON AN OFF
* FDOT IS NOT REQUIRING ANY PROJECTED TRAFFIC CALCS
NOTES
4"
0.02
SHOULDER PAVEMENT DETAIL
1:6
LBR 40
STABILIZATION
TYPE B
0.06
8'
PAVEMENT
SHOULDER
5'
OPTIONAL BASE
AT NO ADDITIONAL COMPENSATION
OF OPTIONAL BASE MATERIAL (GRANULAR ONLY)
THIS AREA MAY BE CONSTRUCTED
0.02
SHOULDER GUTTER DETAIL
4"
LBR 40
STABILIZATION
TYPE B
0.06
PAVEMENT
SHOULDER
5'
OPTIONAL BASE
3.5'
0.06
4'
6"
4"
PAVT. UNDER GUARDRAIL
2" MISC. ASPHALT
WITHOUT GUARDRAIL
1:4 OR FLATTER
1:3 WITH GUARDRAIL
SLOPE VARIES;
EXCEED 6'
AND FILL HEIGHTS
WHEN SLOPES EXCEED 1:3
GUARDRAIL REQUIRED
AT NO ADDITIONAL COMPENSATION
OF OPTIONAL BASE MATERIAL (GRANULAR ONLY)
THIS AREA MAY BE CONSTRUCTED
STA. 589+58.41 TO STA. 592+38.44 (LT.)
STA. 585+37.52 TO STA. 587+62.86 (LT.)
SHOULDER GUTTER
0.02
1:6
0.06
8'
SHOULDER DETAIL
STA. 592+38.65 TO STA. 595+00.00 (LT.)
DITCH DETAIL
STA. 584+00.00 TO STA. 585+45.17 (LT.)
DITCH DETAIL
STA. 585+45.17 TO STA. 585+50.00 (LT.)
1:
1:4
0.06
VARIES 4'-9'
1:6
4'
0.06
12' 12'
(M
AX)
1:4
STA. 904+02.33 TO STA. 905+03.07 (RT.)
STA. 595+00.00 TO STA. 597+68.21 (LT.)
NTS
OVERBUILD AND RESURFACING
� CONST. RIDGEMOOR BLVD.
TREATMENT II
POINT
GRADE
PROFILE
POINT
GRADE
PROFILE
VARIES (12'-23')
0.02 0.020.02
LIMITS
MILLING & RESURFACING
0' TO 13'
MATCH EXIST.
VARIES
FC-12.5 (1.5") (PG 76-22)
TYPE SP OVERBUILD
VARIES (5' TO 7.60'±)
SHLDR.
PAVT.
0.02
FC-12.5 (1.5") (PG 76-22)
TYPE SP OVERBUILD
7.5' 4' 8.5'
TREATMENT I
2'-8" SOD
10'
SHLDR.
SOD
SOD
SLOPES 1:3 OR STEEPER
BE ADDED FOR ANY
PLASTIC MAT WILL
MAX
1:3
MAX
1:3GROUND
MATCH EXIST.
GROUND
MATCH EXIST.
(0'-22')
OVERBUILD LIMITS
(0'-7.8')
OVERBUILD LIMITS
� SURVEY RIDGEMOOR BLVD.
SOD LIMITS
MILLING & RESURFACING
� CONST. PGL RT.
CURB AND GUTTER TYPE F
TYPE F
GUTTER
CURB AND
EXIST.
MATCH EXIST.
0.02
SHOULDER GUTTER DETAIL WITH SIDEWALK
4"
LBR 40
STABILIZATION
TYPE B
0.06
PAVEMENT
SHOULDER
5'
OPTIONAL BASE
3.5'
6"
4"
AT NO ADDITIONAL COMPENSATION
OF OPTIONAL BASE MATERIAL (GRANULAR ONLY)
THIS AREA MAY BE CONSTRUCTED
SHOULDER GUTTER
1:5 0.02
4'VARIES5'
CONC SWK
0.06
1:3
M A X
1'
1:3
(MAX.)
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/3
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M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
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O R
D O
F T
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IS
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ENGINEER OF RECORD
DETAILS
TYPICAL SECTION
000EXIST.(+) 2.0EASTBOUND905+03.07
0.397.781.20(+) 2.0(+) 3.2EASTBOUND904+02.33
000EXIST.(+) 2.0WESTBOUND 597+68.21
0.378.181.02(-) 2.0(+) 3.0WESTBOUND 597+00.00
3.5223.12(-) 2.0(+) 2.9WESTBOUND 596+00.00
2.6813.284.86(-) 2.0(+) 6.6WESTBOUND 595+00.00
LANESTATION (SQ. FT.)
OVERBUILD
AREA OF
OVERBUILD (FT.)
WIDTH OF
OVERBUILD (IN.)
MAX. DEPTH* OF
SLOPE (%)
PROPOSED
EXIST. SLOPE LOCATION
OVERBUILD DETAILS
N
T S
590 591
S
T A
.1
P C
P T
S
T A
.3
A
.7
P O
A
.3
P T
¡ CONST. RIDGEMOOR BLVD.
STA. 583+44.69 TO STA. 597+68.21
¡ CONST. RIDGEMOOR BLVD.
MODLRD01
MODEL MANAGEMENT
REVISIONS
DATE DESCRIPTION
NO.
SHEET
ROAD NO. FINANCIAL PROJECT IDCOUNTY
/2
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M E d .M a c k e n z ie
ORLANDO, FLORIDA 32801
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC
LICENSE NUMBER: 84217
TIMOTHY P. WINEBERG, P.E.
PINELLAS 445437-1-58-01
ENGINEER OF RECORD
T H
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F F
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D O
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F I L
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40 45 50 55
70 75 85
40 50
40 50
70 80
N89°53'03"E
S62°06'57"E
N89°52'50"E
N69 °5
0'5 8"E
CURVE C1
CURVE C2 CURVE C3
SURVEY LINE
RIDGEMOOR BLVD
CURVE C1
PI STA 56+21.15
N=1369872.7677 E=434029.1836
¬=28°00'00" RT
D=03°57'54" T=360.28' L=706.16' R=1445.00'
PC STA 52+60.87
PT STA 59+67.03
CURVE C2
PI STA 68+77.67
N=1369278.3783 E=435152.5380
¬=28°00'13" LT
D=03°57'54" T=360.33' L=706.25' R=1445.00'
PC STA 65+17.34
PT STA 72+23.59
CURVE C3
PI STA 88+05.84
N=1369282.4255 E=437095.1039
¬=20°01'52" LT
D=01°59'57" T=506.15' L=1001.98' R=2866.00'
PC STA 82+99.68
PT STA 93+01.66
BOS P.O.T. STA 40+00.00
NO POINT FND OR SET
N=1369869.4935 E=432408.0352
PC STA 52+60.87
NO POINT FND OR SET
N=1369872.0401 E=433668.9053
PT STA 59+67.03
NO POINT FND OR SET
N=1369704.2698 E=434347.6321
PC STA 65+17.34
NO POINT FND OR SET
N=1369446.8968 E=434834.0478
PT STA 72+23.59
NO POINT FND OR SET
N=1369279.1293 E=435512.8629
PC STA 82+99.68
NO POINT FND OR SET
N=1369281.3705 E=436588.9505
PT STA 93+01.66
NO POINT FND OR SET
N=1369456.7893 E=437570.2772
EOS PC STA 98+56.76
NO POINT FND OR SET
N=1369648.0137 E=438091.4002
SECTION 27
SECTION 34 SECTION 35
SECTION 26
VERTICAL CONTROL
POINT
CONTROL
£ STATION OFFSET DESCRIPTION
NORTHING
(Y)
(X) EASTING
ELEVATION
(Z)
(N) LATITUDE
LONGITUDE
(W)
TBM1 60+82 93' LT SET NAIL AND DISK (NO ID) 1369733 434493 14.364 28°06'00.48" 82°41'15.30"
TBM2 69+55 88' LT SET NAIL AND DISK (NO ID) 1369390 435262 14.881 28°05'57.11" 82°41'06.69"
TBM3 73+75 0' LT SET NAIL AND DISK (NO ID) 1369280 435664 16.094 28°05'56.03" 82°41'02.20"
SECONDARY CONTROL
POINT
CONTROL
STATION
OFFSET DESCRIPTION
NORTHING
(Y)
(X) EASTING
ELEVATION
(Z)
(N) LATITUDE
LONGITUDE
(W)
A1 57+64.65 11.81' LT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369797.21 434166.73 14.27 28°06'01.07653" 82°41'18.94611"
A2 61+52.66 54.18' LT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369665.34 434537.04 15.92 28°05'59.79163" 82°41'14.80292"
A3 64+91.30 57.62' LT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369510.01 434837.98 17.96 28°05'58.27049" 82°41'11.43299"
KF1 66+59.81 11.61' LT FOUND NAIL AND DISK "TRAVERSE LB 7203" 1369397.33 434967.45 21.85 28°05'57.16199" 82°41'09.98022"
A4 67+43.54 12.50' LT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369368.98 435045.48 21.62 28°05'56.88565" 82°41'09.10715"
A5 70+85.09 4.40' RT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369281.10 435374.15 19.03 28°05'56.03386" 82°41'05.43187"
A6 73+63.64 11.14' LT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369290.56 435652.89 15.33 28°05'56.14310" 82°41'02.32012"
A7 75+79.88 57.25' RT SET IRON ROD AND CAP 5/8" "TRAV PT LB 7831" 1369222.62 435869.27 15.33 28°05'55.48246" 82°40'59.89987"
TBM1
KF1
TBM3
A7
A6
A5
A4
A3
A2
A1
TBM2
DATE
PROJECT CONTROL
R T
H
N T
S
PINELLAS COUNTY, FLORIDA
SECTIONS 26, 27, 34 & 35, TOWNSHIP 27 SOUTH, RANGE 16 EAST
PROJECT CONTROL
LEGEND
TRAV PT =
T =
STA =
RT =
R =
PT =
P.O.T. =
PI =
PC =
NTS =
NO. =
N =
LT =
LB =
L =
ID =
FND =
FDOT =
EOS =
E =
D =
BOS =
BLVD =
TRAVERSE POINT
TANGENT LENGTH
STATION
RIGHT
RADIUS
POINT OF TANGENCY
POINT ON TANGENT
POINT OF INTERSECTION
POINT OF CURVATURE
NOT TO SCALE
NUMBER
NORTHING COORDINATE
LEFT
LICENSED BUSINESS
CURVE LENGTH
IDENTIFICATION
FOUND
FLORIDA DEPARTMENT OF TRANSPORTATION
END OF SURVEY
EASTING COORDINATE
DEGREE OF CURVATURE
DELTA ANGLE
BEGINNING OF SURVEY
BOULEVARD
= SET NAIL & DISK (STAMPED AS NOTED)
= SET 5/8" IRON ROD AND CAP (STAMPED AS NOTED)
6. FIELD BOOK REFERENCES : FIELD BOOK 0038726.
5. PROJECT UNITS : US FEET
4. LAST DATE OF SURVEY : 06/15/2023
RECORDS OF PINELLAS COUNTY, FLORIDA.
3. THE ALIGNMENT SHOWN HEREON IS BASED ON OFFICIAL RECORDS BOOK 5938, PAGE 2153, LOCATED IN THE PUBLIC
3357 SFN 1716.
COUNTY, FLORIDA BENCHMARKS DESIGNATED "102" AND "113" AS SHOWN ON PINELLAS COUNTY PUBLIC WORKS UNIQUE ID
2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AS ESTABLISHED FROM PINELLAS
TRANSPORTATION (FDOT) FLORIDA PERMANENT REFERENCE NETWORK (FPRN).
OF 1983, 2011 ADJUSTMENT (NAD 83/2011) AS ESTABLISHED FROM TIES TO THE FLORIDA DEPARTMENT OF
1. PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, OF THE NORTH AMERICAN DATUM
GENERAL NOTES
DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
ROAD NO. FINANCIAL PROJECT IDCOUNTY
445437-1-58-01PINELLAS
ORLANDO, FLORIDA 32801
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
LICENSE NUMBER: 84217
TIMOTHY P. WINEBERG, P.E.
ENGINEER OF RECORD
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
:1
:2
A M c u s e r s \p u b li c \m b ip w \5
\d m s \C
T L
S R
D .d g n
E d
.M a c k e n z ie
/2
/2
DATE DESCRIPTION
NO.
SHEET
/2 c u s e r s \p u b li c \m b ip w \5
\d m s \G
N N
T R
D .d g n
:1
:3
A M
E d
.M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
GENERAL NOTES
PINELLAS COUNTY UTILITIES
MCI
FRONTIER
DUKE ENERGY-TRANSMISSION
DUKE ENERGY-DISTRIBUTION
CLEARWATER GAS
MR. KELLY O'BRIEN
MR. MICHAEL KROL
MR. CHRISTOPHER (SCOTT) HAND
MR. SCOTT VANVELZOR
MR. BILL RULAND
MS. JANCINTA CORCOBA
727-464-5492
813-410-8403
727-313-6167
813-909-1241
727-820-4641
727-562-4900
AND VEHICLES WITHIN THE DRIPLINE OF TREES IS PROHIBITED.
EXISTING TREES TO REMAIN SHALL NOT BE DISTURBED, AND ANY STORAGE OF MATERIALS OR PARKING OF WORK TRUCKS 6.
ALL PROPOSED DRAINAGE PIPES ARE TO BE RCP PER PINELLAS COUNTY STORMWATER MANUAL (2.2.6.7.A).5.
THERE WILL BE NO PILE DRIVING OPERATIONS DURING ANY NIGHTTIME CONSTRUCTION.4.
GENERAL NOTES
1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS
SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT.
THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:
PETER J. MATTSON, P.S.M.
P.S.M. NO: 6290
ELEMENT ENGINEERING GROUP, LLC
8509 BENJAMIN RD., SUITE E
TAMPA, FLORIDA 33634
CERTIFICATE OF AUTHORIZATION: LB 7831
2. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED VV, VH AND VVH) ARE BASED ON LIMITED
INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY
AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
3. UTILITY/AGENCY OWNERS FOR THIS PROJECT INCLUDE:
COMPANY CONTACT TELEPHONE NUMBERS
ELEMENT ENGINEERING GROUP, LLC
SUE:
8509 BENJAMIN RD., SUITE E
TAMPA, FLORIDA 33634
LICENSED BUSINESS NP. 7831
EDWARD P. CONNOLLY, PSM 6911
TH13
TH12
TH11
TH14
4'
4'
3'
5'
4'
4'
4'
4'
4'
5'
4'
4'
3'
5'
TH1
TH15
WATER
P T
S
T A
.0
¡ CONST. RIDGEMOOR BLVD.
5' PAVED SHLDR.
SHLDR. GUTTER
£ SURVEY RIDGEMOOR BLVD.
RIDGEMOOR BLVD.
2.03' RT.
+44.69
31.13' RT.
RIDGEMOOR BLVD.
STA 57+95.63 £ SURVEY
RIDGEMOOR BLVD. =
¡ CONST.579+95.28STA.
STA. 583+44.69, RT.
BEGIN RECONSTRUCTION
END MILLING AND RESURFACING
15.69' RT.
+44.69
3' UNPAVED SHLDR.
5' PAVED SHLDR.
3' UNPAVED SHLDR.
, LT.584+81.33STA.
BEGIN RECONSTRUCTION
END MILLING AND RESURFACING
STA. 585+37.52
BEGIN SHLDR. GUTTER
SAWCUT
STA. 581+20.00
RESURFACING
BEGIN MILLING AND
BEGIN CONSTRUCTION
1" = 5' Vertical
1" = 50' Horizontal
SCALE
10 10
15 15
20 20
25 25
579 580580 581 582 583 584 585
EXISTING GROUND LINE
PROFILE GRADE LINE
EL. 16.32±
STA. 583+44.69 RT.
BEGIN RECONSTRUCTION
DPI EL. 12.41'
STA. 584+00.00
BEGIN DITCH (LT) DPI EL. 12.33'
STA. 585+50.00
END DITCH (LT)
DPI EL. 12.27'
STA. 585+45.17
SE TRANSITION 75'
FROM NC TO RC
B E
G
IN
S E
T R
A N
S
IT
IO
N
E N
D S
E T
R A
N S
IT
IO
N
S T
A
.6
RC
(+)0.780%
DPI EL. 12.31'
STA. 585+00.00
STA. 581+20.00
BEGIN CONSTRUCTION
.7
.8
.9
.1
(+)0.781%
.3
E
L
.3
V
P C
198.37K =
VC135
.9
E
L
.8
V
I
.5
.7
.3
E
L
.6
S
T A
.0
EL. 17.39±
STA. 584+81.33 LT.
BEGIN RECONSTRUCTION
DATE DESCRIPTION
NO.
SHEET
445437-1-52-01
/2 c u s e r s \p u b li c \m b ip w \5
\d m s \P
L P
R R
D N
E W
.d g n
:1
:3
P
M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ROADWAY PLAN-PROFILES
Feet
0 10
N
ST-1
FL 14.23' (N)
15" HDPE
GUTTER INLET
ST-2
FL 9.19' (N)
18" CMP
FL 9.52' (S)
15" HDPE
CATCH BASIN
WARNING: GAS MAIN AT AREAS OF CONSTRUCTION
MILLING AND RESURFACING LIMITS
RECONSTRUCTION LIMITS
DITCH PAVEMENT
4" REINFORCED CONC.
Preview Test
EXISTING INLET TO BE REMOVED
21' OF 18" PIPE
EXISTING PIPE TO BE REMOVED
S-2
EXISTING INLET TO BE REMOVED
CONCRETE JACKET
7' OF 18" PIPE
ST-1
ST-2
REMAIN
AND TO
DESILTED
PIPE TO BE
EXISTING
1.5' IN WIDTH AROUND THE INLET
CONST. 4" REINFORCED CONC. DITCH PAVEMENT
TH11
TH12
TH13
TH14
TH15
TH1
(-)0.100%
(+)1.2 42%
(-)0.089%
59 60
S62°6'57"E
P T
S
T A
.3
P T
S
T A
.0
P
T
S
T A
.0
581 582
S62°15'56"E
R/W LINE
R/W LINE
12.00' RT.
+81.33 e = NC
PT STATION = 582+18.37
PC STATION = 579+95.28
R = 2083.000
L = 223.089'
T = 111.651
D = 2.751°
¬ = 6.136° (RT)
PI STATION = 581+06.93
CURVE DATA
RT. PAVED SHLDR.
-0.05 TO 0.02
3'
4'
4'
5'
4'
5'
4'
4'
4'
3'
5'
EOI
TH9
TH10
TH21
TH22
TH19
TH18
TH17 TH16
TH20
TH23
TH4
TH2
TH3
TH5
TH7
TH6TH8
P C
S
T A
.3
BACK F
LOW
WATER
U
WATER
U
WATER
U
R/W LINE
R/W LINE
RIDGEMOOR BLVD.
¡ CONST.
5' PAVED SHLDR.
5' PAVED SHLDR.
5' PAVED SHLDR.
SHLDR. GUTTER
3' UNPAVED SHLDR.
SHLDR. GUTTER
SHLDR.
8' UNPAVED
RIDGEMOOR BLVD.
C R
E E
K
B R
O O
K E
R
12.00' LT.
587+62.86STA.
END SHLDR. GUTTER
END 5' PAVED SHLDR.
� CONST. PGL RT.
MISC. ASPHALT PAVT.
6' PAVED SHLDR.
STA. 590+54.92, 21.96' LT.
APPROACH TERMINAL
TL-2 PARALLEL
END GUARDRAIL
41.72' LT.
+50.77
5' CONC. SWK.
12.00' RT.
+64.38STA. 587
END 6' PAVED SHLDR.
43.78' LT.
+55.95
P.C. STA. 900+00.00
12.00' LT.
+90.00
BRIDGE No. 154572
MISC. ASPHALT PAVT.
STA. 592+38.44
END SHLDR. GUTTER
+40.42
17.00' LT.
18.00' LT.
+62.42
SHLDR.
5' PAVED
SHLDR.
3' UNPAVED
24.50' RT.
+29.60
STA. 586+38.96, 21.97' RT.
APPROACH TERMINAL
TL-2 PARALLEL
BEGIN GUARDRAIL
22.00' RT.
+87.53
24.50' RT.
+87.61
17.00' RT.
STA. 586+29.60
BEGIN 6' PAVED SHLDR.
END 5' PAVED SHLDR.
END 3' UNPAVED SHLDR.
22.50' RT.
+17.61
20.00' RT.
+17.53
STA. 587+65.47, 20.00' RT.
(PER STD. PLANS 536-001)
APPROACH TRANS.
CONST. TL-2
END GUARDRAIL
22.50' RT.
+65.03
STA. 589+58.28, 20.00' LT.
(PER STD. PLANS 536-001)
CONST. TL-2 APPROACH TRANS.
BEGIN GUARDRAIL WITH PIPERAIL
£ SURVEY RIDGEMOOR BLVD.
20.00' RT.
+56.56
12.00' RT.
STA. 589+57.01
BEGIN 3' UNPAVED SHLDR.
BEGIN 5' PAVED SHLDR.
5' CONC. SWK.
22.00' LT.
+16.73
24.50' LT.
+16.64
17.00' RT.
+01.25
STA. 589+58.41, 18.42' LT.
BEGIN SHLDR. GUTTER
STA. 589+58.41, 12.00' LT.
BEGIN PAVED SHLDR.
17.00' LT.
+86.73
+86.73, 20.00' LT.
+77.28, 18.42' LT.
22.19' LT.
+63.14
1" = 5' Vertical
1" = 50' Horizontal
SCALE
10 10
15 15
20 20
25 25
586 587 588 589 590 591 592
EXISTING GROUND LINE EXISTING GROUND LINE
PROFILE GRADE LINE
EXISTING GROUND LINE
RC
(+)1.46 1%
STA. 589+27.67
END BRIDGE
END PROJECT
STA. 587+93.67
BEGIN BRIDGE
BEGIN PROJECT
(SEE SHEET 13)
PGL RT., ELEV. 20.04'
STA. 900+00.00 � CONST.
RIDGEMOOR BLVD. =
STA. 590+85.00 � CONST.
PGL (LT.)
+1.461 % -1.099%
(-)1.099%
.6
E
L
.1
V
.3
E
L
.0
V
.9
E
L
.3
V
61.00K =
VC156
198.37K =
VC135
.4
E
L
.0
V
P I
.0
.3
.6
.5
.8
.9
.0
.9
.7
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs
\p u b li c \m b ip w \5
\d m s \P
L P
R R
D N
E W
.d g n
:0
:5
P
M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
Feet
0 10
ST-5
FL 12.40' (N)
18" RCP
GUTTER INLET
ST-6
FL 10.71' (S)
FL 10.71' (N)
18" RCP
CATCH BASIN
DITCH PAVEMENT
4" REINFORCED CONC.
RIP RAP
Preview Test S-3
EXISTING INLET TO BE REMOVED
S-4
EXISTING PIPE TO BE REMOVED
TO BE REMOVED
EXISTING INLET
29' OF 18" PIPE
CONCRETE JACKET
7' OF 18" PIPE
ST-5
ST-6
DESILTED AND TO REMAIN
EXISTING PIPE TO BE
PAVEMENT 1.5' IN WIDTH AROUND THE INLET
CONST. 4" REINFORCED CONC. DITCH
TH19
TH18
TH20
TH16
TH17
TH10TH9
TH7
TH6
TH8
TH23
TH22
TH21
TH4TH5
TH2
TH3
67 68
S62°6'57"E
P C
S
T A
.3
P
C
S
T A
.3
589 590
.1
S
T A
P C
STA. 589+57.71
END APPROACH SLAB
587+93.67 STA.
BEGIN BRIDGE No. 154572
END APPROACH SLAB
BEGIN PROJECT
STA. 589+27.67
BEGIN APPROACH SLAB
END BRIDGE No. 154572
END PROJECT
12.92' LT.
STA. 592+38.65
BEGIN 8' UNPAVED SHLDR.
END 5' PAVED SHLDR.
STA. 900+00.00 � CONST. PGL RT.
STA. 590+85.00 � CONST. RIDGEMOOR BLVD. =
STA. 587+63.63
BEGIN APPROACH SLAB
49.45' LT.
+96.56
27.33' LT.
+97.54
48.74' LT.
+75.9558.79' LT.
+75.36
61.06' LT.
+62.02
26.31' LT.
+61.93
60.07' LT.
+54.51
27.42' LT.
+56.61
27.34' LT.
+22.91
45.06' LT.
+23.5743.87' LT.
+44.89
52.46' LT.
+45.33
48.31' LT.
+58.92
26.33' LT.
+59.28
51.43' LT.
+65.65
27.92' LT.
+64.53
EL. 14.28'
(50YR24HR)EL. 14.83'
(100YR24HR)
EL. 15.75'
(500YR24HR)
e = RC
PT STATION = 594+95.37
PC STATION = 587+08.11
R = 1600.000 L = 787.265' T = 401.771 D = 3.581°
¬ = 28.192° (RT)
PI STATION = 591+09.88
CURVE DATA CURVE DATA
PI STA. = 903+62.81
¬ = 14°20'39" (LT)
D = 01°59'14" T = 362.81 L = 721.83 R = 2,883.26
PC STA. = 900+00.00
PT STA. = 907+21.83
e = RC
WARNING: GAS MAIN AT AREAS OF CONSTRUCTION
*REINFORCE WITH 6"X6" w2.5Xw2.5 MIN. WELDED WIRE REINFORCEMENT IN THE MIDDLE OF THE SLAB
3'
4'
3'
2'
2'
4'
4'
4'
3'
5'
P T
S
T A
.5
WATER
WATERWATER
SD
U
R/W LINE
R/W LINE
¡ CONST. RIDGEMOOR BLVD.
10' UNPAVED SHLDR.
3' UNPAVED SHLDR.
£ SURVEY RIDGEMOOR BLVD.
RIDGEMOOR BLVD.
24.00' RT.
903+50.00STA.
22.45' LT.
597+02.47STA.
� CONST. PGL RT.
5' PAVED SHLDR.
.2
'R
STA. 904+02.33 RT.
BEGIN OVERBUILD
BEGIN MILLING AND RESURFACING
END RECONSTRUCTION
8' UNPAVED SHLDR.
, 26.82' LT.595+00.00STA.
BEGIN 10' UNPAVED SHLDR.
END 8' UNPAVED SHLDR.
40.39' RT.
RIDGEMOOR BLVD.
� CONST. PGL RT.
STA. 598+95.96
RIDGEMOOR BLVD. =
� CONST.908+14.19STA.
END OVERBUILD
MATCH EXISTING CROSS SLOPE
STA. 905+03.07, RT.
STA. 597+68.21, LT.
MATCH EXISTING CROSS SLOPE
END OVERBUILD
RIDGEMOOR BLVD.
STA. 72+76.36 � SURVEY
RIDGEMOOR BLVD. =
� CONST. PGL RT.
903+82.16STA.
STA. 73+11.82 � SURVEY RIDGEMOOR BLVD.
STA. 595+00.00 � CONST. RIDGEMOOR BLVD.
BEGIN OVERBUILD, LT.
BEGIN MILLING AND RESURFACING
END RECONSTRUCTION
END MILLING AND RESURFACING
24.00' RT.
STA. 904+02.33
END 5' PAVED SHLDR.
END 3' UNPAVED SHLDR.
6.74' LT.
904+76.82STA.
R
0.00' RT.
904+88.35STA.
TYPE F
CURB AND GUTTER
0.00' RT.
905+03.07STA.
1" = 5' Vertical
1" = 50' Horizontal
SCALE10 10
15 15
20 20
25 25
593 594 595 596
EXISTING GROUND LINE
597 598
RC
PGL (LT.)
-1.099% +0.482%
(-)1.099%
(+)0.482%
.3
E
L
.2
V
.6
E
L
.2
V
142.31K =
VC225
.1
E
L
.7
V
P I
.3
.0
.8
.7
.6
.5
.5
.5
.5
.2
E
L
.2
S T
A
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs
\p u b li c \m b ip w \5
\d m s \P
L P
R R
D N
E W
.d g n
:0
:0
P
M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
Feet
0 10
ST-3
FL 10.83' (N)
FL 10.66' (S)
24" RCP
WITH MANHOLE
CURB INLET
ST-4
FL 10.33' (N)
FL 10.35' (S)
24" RCP
CATCH BASIN
FL 10.92'
24" RCP
MES
FL 10.74'
24" RCP
MES
FL 10.77'
24" RCP
MES
ST-7
ST-8
ST-9
RESURFACING LIMITS)
3 FOR MILLING &
(SEE TYPICAL SECTION
STA. 84+30.00, LT.
END CONSTRUCTION
RESURFACING
END MILLING AND
ST-4
EXISTING PIPE TO REMAIN
EXISTING STRUCTURES TO REMAIN
EXISTING PIPE TO REMAIN
STRUCTURE TO REMAIN
EXISTING
STRUCTURE TO REMAIN
EXISTING PIPES AND
ST-3
ST-7
ST-8
ST-9
TOP IN KIND
REPLACE INLET
71 72 73 74 75 76 77
N89°52'50"E
P T
S
T A
.5
P
T
S
T A
.5
906 907 908
A
.8
P
T
N89°54'43"E
594 595 596 597 598 599
A
.3
P
T
.7
S
T A
P O T
N89°32'33"E S89°51'26"E
STA. 595+00.00, LT.
BEGIN OVERBUILD
END RECONSTRUCTION
EL. 16.27±
STA. 597+68.21, LT.
END OVERBUILD
e = RC
PT STATION = 594+95.37
PC STATION = 587+08.11
R = 1600.000 L = 787.265' T = 401.771 D = 3.581°
¬ = 28.192° (RT)
PI STATION = 591+09.88
CURVE DATA CURVE DATA
PI STA. = 903+62.81
¬ = 14°20'39"(LT)
D = 01°59'14" T = 362.81 L = 721.83 R = 2,883.26
PC STA. = 900+00.00
PT STA. = 907+21.83
e = RC
WARNING: GAS MAIN AT AREAS OF CONSTRUCTION
OVERBUILD LIMITS
MILLING AND RESURFACING LIMITS
RECONSTRUCTION LIMITS
1" = 5' Vertical
1" = 50' Horizontal
SCALE
-5 -5
0 0
5 5
10 10
25 25
30 30
35 35
900 901 902 903 904 905 906
STA. 904+02.33
BEGIN OVERBUILD
END RECONSTRUCTION
EL. 16.11±
STA. 905+03.07
END OVERBUILD
(-)0.985%
(-)0.781%
(-)0.600%
.7
E
L
.0
S
T A
.9
E
L
.0
S
T A
EL. 20.04
STA. 900+00.00
BEGIN PROFILE
PGL RT. RIDGEMOOR BLVD.
ALONG � CONST. PGL RT.
EXISTING GROUND LINE
1" = 5' Vertical
1" = 50' Horizontal
SCALE
-5 -5
0 0
5 5
10 10
25 25
30 30
35 35
900 901 902 903 904 905 906
STA. 904+02.33
BEGIN OVERBUILD
END RECONSTRUCTION
EL. 16.11±
STA. 905+03.07
END OVERBUILD
(-)0.985%
(-)0.781%
(-)0.600%
.7
E
L
.0
S T
A
.9
E
L
.0
S T
A
EL. 20.04
STA. 900+00.00
BEGIN PROFILE
PGL RT. RIDGEMOOR BLVD.
ALONG � CONST. PGL RT.
EXISTING GROUND LINE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ROADWAY PROFILE
PGL_RT1 - PROFILE 1 [SHEET] : c:\users\public\mbipw\5\dms22332\PROFRD01.dgn
10:59:27 AM3/2/2026Ed.Mackenzie
� CONST. PGL (RT.)
585+45.17STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
FL 14.5' (LT)
GUTTER ELEV. 17.07'
17.44'EOP ELEV.
INDEX 425-010, 425-040
CONST. GUTTER INLET TYPE S
(18.79' LT)585+45.17STA.
S-1
S-1
¡ CONST. RIDGEMOOR BLVD.
18" PIPE
EXISTING 18" PIPE
FL 9.2' (LT)
FL 9.2' (RT)
12.27'TOP OF GRATE ELEV.
INDEX 425-010, 425-052
CONST. DBI TYPE D
(43.44' LT)585+45.17STA.
S-2
S-2
CONST. CONC. JACKET (INDEX 430-001)
18" PIPE
:2
1:
E L
.2
.6
L T
.0
L T
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
� SURVEY RIDGEMOOR BLVD.
GM
BE BFOC
CONDUIT
(� SURVEY RIDGEMOOR BLVD)
1" PVC BT/FOC Vvh #11 @ 63+42.11
(� SURVEY RIDGEMOOR BLVD)
2" DB & 4" PVC BT/FOC Vvh #11 @ 63+42.11
(� SURVEY RIDGEMOOR BLVD)
(2)-4" PVC FOC Vvh #12 @ 63+42.25
(� SURVEY RIDGEMOOR BLVD)
(3)-1.50" DB BE Vvh #14 @ 63+41.58
(� SURVEY RIDGEMOOR BLVD)
12" PVC WATER Vvh #15 @ 63+42.06
TO REMAIN
TO BE RELOCATED
STA. 592+30.74
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
FL 10.7' (LT)
FL 10.7' (RT)
49" SLOT ELEV. 12.88' (AH, BK)
13.88'TOP OF GRATE ELEV.
INDEX 425-010, 425-052
CONST. DBI TYPE D
(52.73' LT)592+30.74STA.
S-4
FL 14.0' (LT)
GUTTER ELEV. 17.53'
17.90'EOP ELEV.
INDEX 425-010, 425-040
CONST. GUTTER INLET TYPE S
(19.56' LT)592+30.74STA.
S-3
S-3
S-4
EXISTING 18" PIPE
¡ CONST. RIDGEMOOR BLVD.
18" PIPE
CONST. CONC. JACKET (INDEX 430-001)
18" PIPE
1:4
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
� SURVEY RIDGEMOOR BLVD.
GM
BEBFOC
CONDUIT
(� SURVEY RIDGEMOOR BLVD)
12" PVC WATER Vvh #3 @ 70+40.06
(� SURVEY RIDGEMOOR BLVD)
(3)-2" PVC BE Vvh #2 @ 70+40.40
(� SURVEY RIDGEMOOR BLVD)
(2)-4" PVC FOC Vvh #4 @ 70+37.11
(� SURVEY RIDGEMOOR BLVD)
2" DB BT & 4" PVC BT/FOC Vvh #5 @ 70+37.14
TO BE RELOCATED
TO REMAIN
TO BE RELOCATED
TO BE RELOCATED
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
56982LICENSE NUMBER:
PAUL Q. SNEAD, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
DRAINAGE STRUCTURES
CL_CONST-1 - 585+45.17 [SHEET] : c:\users\public\mbipw\5\dms22307\DRXSRD01.dgn
1:56:06 PM3/30/2026Ed.Mackenzie
583+00.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
WM
BFOCBT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
ECON
583+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
2.00% 5.02%1:6
WM BFOC
BT GM
BE BEBE BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
SAWCUT
.3
E L
ECON
584+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
0.95% 5.02%
1:6
WM BFOC
BT GM
BEBE BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
SAWCUT
.7
E L
.7
L T
.3
L T
1:6
E L .4
ECON
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ROADWAY CROSS SECTIONS
CL_CONST-2 - 583+00.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:39 AM4/9/2026Patrick.Siu
BEGIN RECONSTRUCTION STA. 583+44.69 RT.
584+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
2.00% 5.02%
WM
BFOC
BT GM
BE BEBE BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
SAWCUT
.1
E L
.1
L T
.6
L T
E L .3
' ECON
1:6
1:6
585+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6
6.00% 2.00% 2.00% 5.00%
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.5
E L
.4
L T
.4
L T
E L .3
ECON
1:6
1:6
585+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:
1:4 6.00% 2.00% 2.00% 5.00%
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.0
E L
.3
L T
.0
L T
.3
E L
ECON
1:66.00%
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 584+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:42 AM4/9/2026Patrick.Siu
19.62' RT.
STA. 585+74.44
SHW
E X
IS
T
W E
T L A
N D
S
BEGIN RECONSTRUCTION STA. 584+81.33 LT.
586+00.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6
6.00% 2.00% 2.00% 5.00%
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.6
E L
ECON
6.00%
586+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:5
6.00% 2.00% 2.00% 5.00% 1:3¡
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.3
E L
ECON
6.00%
587+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:5
2.00% 1:4
6.00% 2.00% 2.00% 5.00% 1:3¡
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.1
E L
ECON
6.00%
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 586+00.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:44 AM4/9/2026Patrick.Siu
19.95' RT.
STA. 586+71.30
SHW
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
587+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:5
2.00% 2.00%
BFOC
BT
GM
BE
BEBE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.8
E L
ECON
1:3 5.00%
6.00%2.00%
588+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.5
E L
2.00% 2.00%
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 587+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:46 AM4/9/2026Patrick.Siu
23.17' RT.
STA. 587+73.69
SHW
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
588+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
0 0
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
BFOC
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.9
E L
2.00% 2.00%
589+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
BFOC GM BEBE BEBE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.9
E L
2.00% 2.00%
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 588+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:48 AM4/9/2026Patrick.Siu
589+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
WM
BFOC
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.5
E L
2.00% 2.00%
1:3
1:
590+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
1:
1:
2.00% 2.00% 5.00%
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.9
E L
ECON
6.00%
2.00%
6.00% 1:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
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IT
A
L L
Y S
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E A
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D U
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-2
.0
F
.A .C
CL_CONST-2 - 589+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:49 AM4/9/2026Patrick.Siu
23.92' RT
STA. 589+47.23
SHW
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
590+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
1:
6.00% 2.00% 2.00% 5.00%
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.4
E L
ECON
ECON
2.00%
6.00%
1:
1:6
591+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E 1:5
6.00% 2.00% 2.00%
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.8
E L
.9
E L
ECON
ECON
6.00% 5.00% 1:6
� PGL RT.
591+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
1:6 6.00% 2.00% 1.98%
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.3
E L . 1
.4
E L
ECON
ECON
6.00% 5.00% 1:6
� PGL RT.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
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L E
G
-2
.0
F
.A .C
CL_CONST-2 - 590+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:51 AM4/9/2026Patrick.Siu
23.48' RT
STA. 590+43.29
SHW
22.08' RT
STA. 591+43.47
SHW
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S
E X
IS
T
W E
T L A
N D
S E
X
IS
T W
E T
L A
N D
S
E X
IS
T
W E
T L A
N D
S
592+00.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6
5.97% 2.00% 1.97% 1:6
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.7
E L . 1
.9
E L
ECON
ECON
7.03% 2.00%
� PGL RT.
592+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6
6.00% 2.00% 1.96% 1:66.59%
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.2
E L
.4
E L
ECON
ECON
2.00%
� PGL RT.
593+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6
6.00% 2.00% 1.95% 1:66.30%
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.6
E L . 1
.0
E L
ECON
ECON
2.00%
� PGL RT.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 592+00.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:53 AM4/9/2026Patrick.Siu
28.28' RT.
STA. 592+41.79
SHW
E X
IS
T
W E
T L A
N D
S
593+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6
6.00% 2.00% 1.94%
5.73%
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.1
E L
.7
E L
ECON
ECON
2.00% 1:6
� PGL RT.
594+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6 6.00% 2.00%
1.92% 5.17%
WM
BFOC
BT GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.5
E L
.3
E L
ECON
ECON
2.00% 1:6
� PGL RT.
594+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6 6.00% 2.00%
1.93% 1:64.51%
WM
BFOC
BT GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD.
� RIDGEMOOR BLVD.
.0
E L
.9
E L
ECON
ECON
2.00%
� PGL RT.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
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A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 593+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:55 AM4/9/2026Patrick.Siu
END RECONSTRUCTION STA. 595+00.00 LT.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6 6.00% 2.00%
1.92% 3.69%
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.7
E L
.6
E L
ECON
END RECONSTRUCTION STA. 904+02.33 RT.
� PGL RT.
595+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6 6.00% 2.00%
1.94%
WM
BFOC
BT
GM
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.5
E L
.3
E L
ECON
1.61% 8.66%
� PGL RT.
596+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:6 6.00% 2.00% ¡
WM
BFOC
BT GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.5
E L
ECON
ECON
� PGL RT.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 595+00.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:57 AM4/9/2026Patrick.Siu
596+50.00STA.
1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
6.00% 2.00% ¡
WM
BFOC
BT
GMBE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.7
E L
ECON
ECON
� PGL RT.
597+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140
10 10
20 20
6.00% 2.00% ¡
BFOC
BE
BE
BE
BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.9
E L
ECON ECON
� PGL RT.
597+50.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 10 10
20 20
6.00% 2.00% ¡
BFOC
BE BEBE BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
.1
E L
ECON ECON
� PGL RT.
598+00.00STA.
1" = 10' Vertical 1" = 20' Horizontal
SCALE
140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 10 10
20 20
BFOC
BE BEBE BE
� CONST. RIDGEMOOR BLVD. � RIDGEMOOR BLVD.
ECON ECON
� PGL RT.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
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N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CL_CONST-2 - 596+50.00 [SHEET] : c:\users\public\mbipw\5\dms22332\RDXSRD01.dgn
9:38:59 AM4/9/2026Patrick.Siu
DATE DESCRIPTION
NO.
SHEET
/2 c u s e r s \p u b li c \m b ip w \5
\d m s
\T C
G N
R D
.d g n
:0
:2
A M
E d
.M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
CONTROL PLAN
TEMPORARY TRAFFIC
THERE ARE NO LANE CLOSURE HOURS RESTRICTIONS FOR THIS ROADWAY.5.
AND PEDESTRIAN CLOSURE/DETOUR DETAILS.
UTILIZE FDOT STANDARD PLANS INDEX 102-110, 102-600, 102-603, 102-660 AND 102-661 FOR ROADWAY WORK,4.
DURING CONSTRUCTIONDURING ACTIVE LANE CLOSURES2 WEEKS BEFORE CONSTRUCTION
UTILIZE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) AS SHOWN BELOW.3.
WITH WORK ACTIVITIES.
ACCESS POINTS MAY BE LOCATED AS NEEDED IN THE FIELD AND MAY BE RELOCATED IN AN EFFORT TO COORDINATE2.
40 MPHPHASE III/IV:
30 MPHPHASE II:
30 MPHPHASE I:
ADVISORY SPEED THROUGH THE TEMPORARY SIGNAL SHALL BE 15 MPH.
THE EXISTING POSTED SPEED IS 40 MPH AND SHALL BE MODIFIED AS STATED BELOW FOR EACH PHASE OF CONSTRUCTION.1.
GENERAL NOTES:
MM/DD/YY
BEGINS
CONST
AHEAD
CLOSED
LANE
DELAY
EXPECT
MESSAGE 1 MESSAGE 2
AHEAD
ZONE
WORK
CAUTION
USE
MESSAGE 1 MESSAGE 2
IN THE EVENT OF A POWER FAILURE, IMMEDIATELY SWITCH TO FLAGGER CONTROLLED OPERATION.4.
ON TRAFFIC VOLUMES.
CONTROLLER TIMINGS PROVIDED ARE INITIAL AND TIMINGS MAY BE CHANGED AT THE DISCRETION OF THE PROJECT ENGINEER, BASED 3.
ROADWAY IN PHASE 1 AND A SINGLE LANE WITH MIDBLOCK CROSSING TRAFFIC CONTROL OPERATION FOR PHASE 2.
THIS TEMPORARY TRAFFIC SIGNALIZATION IS USED TO PROVIDE A SINGLE LANE TRAFFIC CONTROL OPERATION FOR THIS TWO-LANE
THESE PLANS SHOW A TEMPORARY TRAFFIC SIGNAL CONTROLLER, TEMPORARY PORTABLE TRAFFIC SIGNAL SYSTEM, AND SIGNAL HEADS. 2.
PLACE TEMPORARY SIGNALS AT LOCATIONS SHOWN IN THE PLANS.1.
TEMPORARY SIGNAL PHASING NOTES:
ANOTHER TYPE OF VEHICLE DETECTION IS USED, THE ENGINEER MUST BE INFORMED SO THE "EXTENSION TIME" CAN BE REEVALUATED.
"EXTENSION TIME" IN THE CONTROLLER TIMING CHART IS BASED ON 20 FOOT LONG LOOP DETECTOR WITH A 5 SECOND DELAY. IF
VEHICLE DETECTION SHALL BE PROVIDED ON THE APPROACH TO EACH STOP LINE USING A FDOT CERTIFIED DETECTION DEVICE. 3.
EACH PHASE OF THE CONTROLLER SHALL BE VEHICLE ACTUATED WITH "ALL RED REST" ACTIVATED. 2.
CROSSING IS MOVEMENT P4, ON TIMING FUNCTION 2.
MOVEMENT 2, ON TIMING FUNCTION 1, AND WESTBOUND RIDGEMOOR BLVD. IS MOVEMENT 6, ON TIMING FUNCTION 3. THE MIDBLOCK
THE TEMPORARY TRAFFIC SIGNAL CONTROLLER SHALL PROVIDE SOP 2 (MODIFIED) OPERATION, EAST BOUND RIDGEMOOR BLVD. IS 1.
TEMPORARY SIGNAL CONTROLLER OPERATION NOTES:
PHASE 2 INFORMATION
PHASE 1 INFORMATION
PEDESTRIAN WALK
ALL RED
YELLOW CLEARANCE
T
IM
IN
G
F U
N C
T
IO
N
RECALL
PED. CLEARANCE
MAXIMUM GREEN 2
MOVEMENT NUMBER
TIMING FUNCTION
MAXIMUM GREEN 1
EXTENSION
MINIMUM GREEN
TF 3
PHASE 1 PHASE 2
S.O.P. 2 - MOD
TF 1
3-SECT., 1-WAY
4 AS
R
Y
G
PHASE 3
TF 2
PEDESTRIAN WALK
ALL RED
YELLOW CLEARANCE
T
IM
IN
G
F U
N C
T
IO
N
RECALL
PED. CLEARANCE
MAXIMUM GREEN 2
MOVEMENT NUMBER
TIMING FUNCTION
CONTROLLER TIMINGS
MAXIMUM GREEN 1
EXTENSION
MINIMUM GREEN
P4
2 6
1 3
1 2
10 6 2 P4
P4
TF 3
PHASE 1 PHASE 2
S.O.P. 2 - MOD
TF 1
3-SECT., 1-WAY
4 AS
R
Y
G
PHASE 3
TF 2
2 6
2 N/A
2CONTROLLER TIMINGS
N/A
R/W VARIES R/W VARIES
R/W LINE R/W LINE
STA. 587+63.63 TO STA. 589+57.71
PHASE IA TYPICAL SECTION
� CONST. RIDGEMOOR BLVD.
STA. 589+57.71 TO STA. 904+02.33
STA. 583+44.69 TO STA. 587+63.63
PHASE I TYPICAL SECTION
PHASE I
SHOWN IN PLANS EXCLUDING FRICTION COURSE.
PLACE OVERBUILD WITHIN THE WORK ZONE AREA AS4.
COURSE SURFACE.
FINAL TYPICAL SECTION EXCLUDING FINAL FRICTION
CONFIGURATION WITHIN THE WORK ZONE AREA PER
CONSTRUCT PERMANENT ROADWAY FEATURES AND3.
CLEAR AND GRUB LEFT AND RIGHT SIDE OF ROADWAY.2.
AND TEMPORARY SIGNALS.
EROSION AND SEDIMENT CONTROL DEVICES
CONTROL DEVICES, TEMPORARY PAVEMENT,
PLACE ADVANCE WARNING SIGNS, TRAFFIC1.
2' 10' WORK ZONE
(KEEPER PIN)
CONCRETE BARRIER
TYPE K TEMPORARY
VARIES
NATURAL GROUND
R/W LINE R/W LINE
NATURAL GROUND
� CONST. RIDGEMOOR BLVD.
PAVEMENT
5' TEMP.
10' WORK ZONE
R/W VARIES R/W VARIES
PHASE IA
WORK ZONE AREA AS SHOWN IN PLANS.
DEMOLISH EXISTING BRIDGE WITHIN THE1. SAWCUT LINE
1'-6"
1'-10½"
2'-1½"
2'2'2'
(ANCHORED)
CONCRETE BARRIER
TYPE K TEMPORARY
1'
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs \p u b li c \m b ip w \5
\d m s
\T C
T Y
R D
.d g n
:4
:3
P
M E d .M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
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A N
D S
E A
L E
D U
N D
E R
R U
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G
-2
.0
F
.A .C
ENGINEER OF RECORD
CONTROL PLAN
TEMPORARY TRAFFIC
STA. 587+63.63 TO STA. 589+57.71
PHASE IB TYPICAL SECTION
PHASE IB
WORK ZONE AREA AS SHOWN IN PLANS.
CONSTRUCT PROPOSED BRIDGE WITHIN THE1.
STA. 589+57.71 TO STA. 595+00.00
STA. 584+81.33 TO STA. 587+63.63
PHASE II TYPICAL SECTION
PHASE II
SHOWN IN PLANS EXCLUDING FRICTION COURSE.
PLACE OVERBUILD WITHIN THE WORK ZONE AREA AS4.
COURSE SURFACE.
FINAL TYPICAL SECTION EXCLUDING FINAL FRICTION
CONFIGURATION WITHIN THE WORK ZONE AREA PER
CONSTRUCT PERMANENT ROADWAY FEATURES AND3.
BARRIERS.
CONSTRUCT TEMPORARY PEDESTRIAN WAY AND2.
DEVICES AND TEMPORARY SIGNALS.
CONTROL DEVICES, EROSION AND SEDIMENT CONTROL
SHIFT ADVANCE WARNING SIGNS, TRAFFIC1.
NATURAL GROUND
R/W LINE R/W LINE
NATURAL GROUND
� CONST. RIDGEMOOR BLVD.
R/W VARIES R/W VARIES
10'WORK ZONE
R/W VARIES R/W VARIES
R/W LINE R/W LINE
� CONST. RIDGEMOOR BLVD.
2' 10'
WORK ZONE
(KEEPER PIN)
CONCRETE BARRIER
TYPE K TEMPORARY
VARIES
1'-6"
1'-10½"
2'-1½"
2'2'2'
(ANCHORED)
CONCRETE BARRIER
TYPE K TEMPORARY
32'-4"
6' TEMPORARY PEDESTRIAN WAY
CHANNELIZING DEVICE
PEDESTRIAN LONGITUDINAL
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs \p u b li c \m b ip w \5
\d m s
\T C
T Y
R D
.d g n
:0
:5
A M
E d
.M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
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IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
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G
-2
.0
F
.A .C
ENGINEER OF RECORD
CONTROL PLAN
TEMPORARY TRAFFIC
STA. 587+63.63 TO STA. 589+57.71
PHASE IIB TYPICAL SECTION
PHASE IIA
STA. 587+63.63 TO STA. 589+57.71
PHASE IIA TYPICAL SECTION
PHASE IIB
WORK ZONE AREA AS SHOWN IN PLANS.
CONSTRUCT PROPOSED BRIDGE WITHIN THE1.
R/W VARIES R/W VARIES
R/W LINE R/W LINE
� CONST. RIDGEMOOR BLVD.
WORK ZONE VARIES
2' 2' 1'
11' 5'7'-7"
1'-10½" 1'-10½"
CONCRETE BARRIER
TYPE K TEMPORARY
WORK ZONE AREA AS SHOWN IN PLANS.
DEMOLISH EXISTING BRIDGE WITHIN THE1.
R/W VARIES R/W VARIES
R/W LINE R/W LINE
� CONST. RIDGEMOOR BLVD.
WORK ZONE
2' 2' 1'
11' 5'7'-7"
1'-10½" 1'-10½"
(ANCHORED)
CONCRETE BARRIER
TYPE K TEMPORARY
(ANCHORED)
CONCRETE BARRIER
TYPE K TEMPORARY
CONCRETE BARRIER
TYPE K TEMPORARY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/2 c u s e rs \p u b li c \m b ip w \5
\d m s
\T C
T Y
R D
.d g n
:0
:1
A M
E d
.M a c k e n z ie
32801 FLORIDA, ORLANDO
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
84217LICENSE NUMBER:
TIMOTHY P. WINEBERG, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
CONTROL PLAN
TEMPORARY TRAFFIC
PHASE III
PLANS FOR MORE DETAILS.
AREA AS SHOWN IN THE PLANS. REFER TO STRUCTURES
ADJACENT TO TRAVEL LANE WITHIN THE WORK ZONE
CONSTRUCT PROPOSED BRIDGE TRAFFIC RAILING2.
CONTROL DEVICES. REMOVE TEMPORARY SIGNALS.
SHIFT ADVANCE WARNING SIGNS AND TRAFFIC1.
STA. 587+63.63 TO STA. 589+57.71
PHASE III TYPICAL SECTION
R/W VARIES R/W VARIES
R/W LINE R/W LINE
� CONST. RIDGEMOOR BLVD.
WORK ZONE
1'
4'
1'-4"
(FREE STANDING)
CONCRETE BARRIER
TYPE K TEMPORARY
10'6'-1½"
1'-10½"
4'12'12'4'5' 1'
4' 8'
1'-4"
PHASE IV
REMOVE ALL TRAFFIC CONTROL SIGNS AND DEVICES.4.
REMOVE ALL…
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