16-Fred Poppe Regional Park Bridge and New Roadway - Structures Bid Set.pdf
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- Attached to
- Fred Poppe Regional Park Bridge and New Roadway
- Solicitation number
- 46-ITB-26
- Issued by
- Brevard County, Florida
About this file
This is a Structures Bid Set document for the Fred Poppe Regional Park Bridge and New Roadway project located in Brevard County, Florida, prepared for the City of Palm Bay. The project involves the design and construction of a new access roadway and bridge (Bridge No. 705927) spanning Melbourne Tillman Canal #7. The bridge is a three-span continuous concrete slab structure with an overall length of 98 feet, featuring 18-inch square prestressed concrete piles, cast-in-place superstructure and substructure, approach slabs, traffic railings, and related drainage and scour protection elements. Key quantities include 455 cubic yards of concrete (various classes), 159,805 linear pounds of reinforcing steel for the superstructure, 19,385 linear pounds for approach slabs, 19,625 linear pounds for substructure reinforcement, 3,000 linear feet of 18-inch square prestressed concrete piling, 323.5 linear feet of traffic railing, and 40 dynamic load tests. The project is designed to AASHTO LRFD standards with a 50-year design flood elevation of 15.90 feet NAVD 88, minimum vertical clearance of 11 feet, and utilizes FY 2025-26 Florida Department of Transportation Standard Specifications and Standard Plans.
The document establishes design standards referencing AASHTO LRFD Bridge Design Specifications (9th Edition), FDOT Structures Manual (January 2025), and governing wind loads per FDOT guidelines. The structure is designed with a ductility importance factor of 1.0 and redundancy factor of 1.0. Concrete specifications include Class IV for the bridge substructure and Class II for approach slabs with 28-day compressive strengths of 5,500 and 4,500 PSI respectively. All reinforcing steel is Grade 60 carbon steel with clear concrete cover requirements varying from 2 to 4 inches depending on exposure conditions. The project includes provisions for utilities with three 2-inch conduits embedded in the superstructure for future lighting and conduit use. The geotechnical investigation, prepared by Ardaman & Associates, Inc., provides core boring reports and scour protection recommendations utilizing rubble riprap and concrete mattress systems. The bridge design accommodates traffic loading per HL-93 specifications with dynamic load allowances, and all piles are required to undergo 100 percent dynamic load testing per FDOT specifications.
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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
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
J e s s i S c h a f e r
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INDEX OF STRUCTURE PLANS
FOR DETAILED LIST, SEE "INDEX OF SHEETS"
NOT FOR CONSTRUCTION LOCATION OF PROJECT
LOCATION OF PROJECT
NO.
SHEET
YEAR
FISCAL
CONTRACT PLANS
ENGINEER OF RECORD:
STRUCTURE PLANS
STRUCTURE PLANS
B-01
ORLANDO, FL 32801
200 SOUTH ORANGE AVE, SUITE 600
KIMLEY-HORN AND ASSOCIATES, INC
EMAIL: JOSEPH.ROBERTS@KIMLEY-HORN.COM
P.E. NO.: 78547
JOSEPH A. ROBERTS JR., P.E.
ORLANDO, FLORIDA 32801
200 SOUTH ORANGE AVENUE, SUITE 600
KIMLEY-HORN AND ASSOCIATES, INC.
EMAIL: JOSEPH.ROBERTS@KIMLEY-HORN.COM
JOSEPH A. ROBERTS JR., P.E.
TO BE SUBMITTED TO:
STRUCTURE SHOP DRAWINGS
BID SET
NEW ACCESS ROADWAY
FRED POPPE REGIONAL PARK -
BREVARD COUNTY, FLORIDA
HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS
FOLLOWING WEBSITE:
STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE
BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS).
FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD PLANS FOR ROAD AND
HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS
FOR ROAD AND BRIDGE CONSTRUCTION (DIVISIONS II AND III) AT THE FOLLOWING WEBSITE:
FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD SPECIFICATIONS
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
h i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
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A S
S H
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D A
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SHEET NUMBER
C H
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D B
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D R
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N B
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STATE OF
No. 78547
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
JOSEPH A. ROBERTS JR., P.E. NO. 78547
ORLANDO, FLORIDA 32801
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
200 SOUTH ORANGE AVE., SUITE 600
S
IG
N A
T U
R E
S H
E E
T
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
ORLANDO, FLORIDA 32801
ZAN C. BATES, P.E. NO. 49917
8008 SOUTH ORANGE AVE.
STATE OF
No. 49917
SET
AB .C NAZ
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
STATE OF
No. 75592
JOSEPH A. ROBERTS JR., P.E. NO. 78547
ORLANDO, FLORIDA 32801
200 SOUTH ORANGE AVE., SUITE 600
STATE OF
No. 78547
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
JOSEPH A. ROBERTS JR., P.E. NO. 78547
ORLANDO, FLORIDA 32801
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
200 SOUTH ORANGE AVE., SUITE 600
S
IG
N A
T U
R E
S H
E E
T
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
ORLANDO, FLORIDA 32801
ZAN C. BATES, P.E. NO. 49917
8008 SOUTH ORANGE AVE.
STATE OF
No. 49917
SET
AB .C NAZ
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
STATE OF
No. 75592
JOSEPH A. ROBERTS JR., P.E. NO. 78547
ORLANDO, FLORIDA 32801
200 SOUTH ORANGE AVE., SUITE 600
R O
A D
W A
Y N
E W
A C
C E
S
F
R E
D P
O P
P E
P A
R K
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
R E
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NI
GNE LANOIS
SE
F O
R P
ADIROL
F
RJ
ST
REBOR .A .HPE
S
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KIMLEY HORN AND ASSOCIATES, INC.
STRUCTURE PLANS
ARDAMAN & ASSOCIATES, INC.
R E
E
NI
GNE LANOIS
SE
F O
R P
ADIROL
F
LOAD RATING SUMMARY SHEET
REINFORCING BAR LIST (2 OF 2)
REINFORCING BAR LIST (1 OF 2)
APPROACH SLAB DETAILS (2 OF 2)
APPROACH SLAB DETAILS (1 OF 2)
SUPERSTRUCTURE DETAILS (2 OF 2)
SUPERSTRUCTURE DETAILS (1 OF 2)
SUPERSTRUCTURE SECTION
SUPERSTRUCTURE PLAN
FINISH GRADE ELEVATIONS (3 OF 3)
FINISH GRADE ELEVATIONS (2 OF 3)
FINISH GRADE ELEVATIONS (1 OF 3)
INTERMEDIATE BENT DETAILS
INTERMEDIATE BENT
END BENT DETAILS (2 OF 2)
END BENT DETAILS (1 OF 2)
END BENT 4
END BENT 1
PILE DATA TABLE
FOUNDATION LAYOUT
TYPICAL SECTION
PLAN AND ELEVATION
SUMMARY OF STRUCTURES QUANTITIES
GENERAL NOTES (2 OF 2)
GENERAL NOTES (1 OF 2)
INDEX OF SHEETS
SIGNATURE SHEET
KEY SHEET
B-02
GEOTECHNICAL SHEETS
DRAINAGE SHEETS
R E
E
NI
GNE LANOIS
SE
F O
R P
ADIROL
F
OLL
AG ROTCIV
KIMLEY HORN AND ASSOCIATES, INC.
R E
E
NI
GNE LANOIS
SE
F O
R P
ADIROL
F
RJ
ST
REBOR .A .HPE
S
OJ
KIMLEY HORN AND ASSOCIATES, INC.
STRUCTURE PLANS
ARDAMAN & ASSOCIATES, INC.
R E
E
NI
GNE LANOIS
SE
F O
R P
ADIROL
F
LOAD RATING SUMMARY SHEET
REINFORCING BAR LIST (2 OF 2)
REINFORCING BAR LIST (1 OF 2)
APPROACH SLAB DETAILS (2 OF 2)
APPROACH SLAB DETAILS (1 OF 2)
SUPERSTRUCTURE DETAILS (2 OF 2)
SUPERSTRUCTURE DETAILS (1 OF 2)
SUPERSTRUCTURE SECTION
SUPERSTRUCTURE PLAN
FINISH GRADE ELEVATIONS (3 OF 3)
FINISH GRADE ELEVATIONS (2 OF 3)
FINISH GRADE ELEVATIONS (1 OF 3)
INTERMEDIATE BENT DETAILS
INTERMEDIATE BENT
END BENT DETAILS (2 OF 2)
END BENT DETAILS (1 OF 2)
END BENT 4
END BENT 1
PILE DATA TABLE
FOUNDATION LAYOUT
TYPICAL SECTION
PLAN AND ELEVATION
SUMMARY OF STRUCTURES QUANTITIES
GENERAL NOTES (2 OF 2)
GENERAL NOTES (1 OF 2)
INDEX OF SHEETS
SIGNATURE SHEET
KEY SHEET
B-02
GEOTECHNICAL SHEETS
DRAINAGE SHEETS
R E
E
NI
GNE LANOIS
SE
F O
R P
ADIROL
F
OLL
AG ROTCIV
KIMLEY HORN AND ASSOCIATES, INC.B1-23
B1-22
B1-21
B1-20
B1-19
B1-18
B1-17
B1-16
B1-15
B1-14
B1-13
B1-12
B1-11
B1-10
B1-09
B1-08
B1-07
B1-06
B1-05
B1-04
B1-02
B1-01
B-06
B-05
B-04
B-03
B-02
B-01
REPORT OF CORE BORINGSB-08
BRIDGE HYDRAULIC RECOMMENDATIONS
SCOUR DETAIL SHEET
B1-03
B-07
B1-23
B1-22
B1-21
B1-20
B1-19
B1-18
B1-17
B1-16
B1-15
B1-14
B1-13
B1-12
B1-11
B1-10
B1-09
B1-08
B1-07
B1-06
B1-05
B1-04
B1-02
B1-01
B-06
B-05
B-04
B-03
B-02
B-01
REPORT OF CORE BORINGSB-08
BRIDGE HYDRAULIC RECOMMENDATIONS
SCOUR DETAIL SHEET
B1-03
B-07 i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
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S H
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N
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D A
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SHEET NUMBER
C H
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K E
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D B
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P O
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A R
K
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T I C
E
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
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T R
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I C
F I L
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A L
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.0
F
.A .C
IN
D
E X
O F
S H
E E
T S
BID SET
INDEX OF STRUCTURE PLANS
GENERAL SHEETS
SHEET NO. SHEET DESCRIPTION
SHEET NO. SHEET DESCRIPTION
STRUCTURES SHEETS
STANDARD PLANS (DESIGN STANDARDS) FOR BRIDGE CONSTRUCTION*
SHEET DESCRIPTIONSTANDARD PLANS INDEX
B1-23
B1-22
B1-21
B1-20
B1-19
B1-18
B1-17
B1-16
B1-15
B1-14
B1-13
B1-12
B1-11
B1-10
B1-09
B1-08
B1-07
B1-06
B1-05
B1-04
B1-03
B1-02
B1-01
630-010
521-660
521-423
515-021
458-110
455-018
455-001
415-001
400-090
B-03
LOAD RATING SUMMARY SHEET
REINFORCING BAR LIST (2 OF 2)
REINFORCING BAR LIST (1 OF 2)
APPROACH SLAB DETAILS (2 OF 2)
APPROACH SLAB DETAILS (1 OF 2)
SUPERSTRUCTURE DETAILS (2 OF 2)
SUPERSTRUCTURE DETAILS (1 OF 2)
SUPERSTRUCTURE SECTION
SUPERSTRUCTURE PLAN
FINISH GRADE ELEVATIONS (3 OF 3)
FINISH GRADE ELEVATIONS (2 OF 3)
FINISH GRADE ELEVATIONS (1 OF 3)
INTERMEDIATE BENT DETAILS
INTERMEDIATE BENT
END BENT DETAILS (2 OF 2)
END BENT DETAILS (1 OF 2)
END BENT 4
END BENT 1
PILE DATA TABLE
FOUNDATION LAYOUT
BRIDGE HYDRAULIC RECOMMENDATIONS
TYPICAL SECTION
PLAN AND ELEVATION
CONDUIT DETAILS - EMBEDDED
LIGHT POLE PEDESTAL - BRIDGE
TRAFFIC RAILING - (32" VERTICAL SLOPE)
PEDESTRIAN/BICYCLE BULLET RAILING DETAILS
EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD
18" SQUARE PRESTRESSED CONCRETE PILE
SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS AND NOTES
BAR BENDING DETAILS (STEEL)
APPROACH SLABS (30FT) (FLEXIBLE PAVEMENT APPROACHES)
REPORT OF CORE BORINGS
SCOUR DETAIL SHEET
SUMMARY OF STRUCTURES QUANTITIES
GENERAL NOTES (2 OF 2)
GENERAL NOTES (1 OF 2)
INDEX OF SHEETS
SIGNATURE SHEET
KEY SHEET
B-08
B-07
B-06
B-05
B-04
B-03
B-02
B-01 i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
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D E
S
IG
N E
D B
Y
D R
A W
N B
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BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
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T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
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F
.A .C
A. DESIGN SPECIFICATIONS:
B. GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:
D. VERTICAL DATUM:
F. DESIGN METHODOLOGY:
G. DESIGN LOADINGS:
GENERAL NOTES
SUPERSTRUCTURE
SUBSTRUCTURE
CONCRETE STEEL
BRIDGE
C. PLAN DIMENSIONS:
SA - SLIGHTLY AGGRESSIVE, MA - MODERATELY AGGRESSIVE, EA - EXTREMELY AGGRESSIVE
B1
E. ENVIRONMENTAL CLASSIFICATION:
G. DESIGN LOADINGS (CONT.):
CONCRETE
MEAN
MEAN
RISE FROM
MEAN
FALL FROM
RANGE
THERMAL EXPANSION
COEFFICIENT OF
70°F 70°F35°F35°F 0.000006/°F
MATERIAL
SUPERSTRUCTURE
90 MPH
REDUCTION FACTOR (RE)
SPEED INCLUDING EXPOSURE PERIOD
CONSTRUCTION INACTIVE BASIC WIND
IN ACCORDANCE WITH SDG 2.13.
5. CONSTRUCTION LOADS:
1.00
30 MPH
WIND SPEED
CONSTRUCTION ACTIVE BASIC
Z
COEFFICIENT (K
VELOCITY PRESSURE EXPOSURE
DESIGNED IN ACCORDANCE WITH SDG SECTION 2.3 AND AASHTO LRFD SECTION 4.7.4
6. SEISMIC:
H. MATERIALS:
2. CONCRETE:
CLEAR DIMENSIONS SHOWN TO FACE OF CONCRETE.
II. ALL DIMENSIONS FOR REINFORCEMENT BARS ARE FROM THE CENTERLINE EXCEPT FOR
I. GRADE 60 CARBON STEEL PER SPECIFICATIONS SECTION 931.
1. REINFORCING STEEL:
CONCRETE CLASS MIN. 28-DAY COMPRESSIVE STRENGTH LOCATION OF CONCRETE IN STRUCTURE
II. CHAMFER ALL FORMED EXPOSED EDGES OF CONCRETE CORNERS Ƃ" UNLESS NOTED OTHERWISE.
I. ALL CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 346.
IV
3. FDOT DESIGN MANUAL DATED JANUARY 2025, AND SUBSEQUENT ROADWAY DESIGN BULLETINS.
ALL SUBSEQUENT INTERIM'S.
LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION AND
2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)
1. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STRUCTURES MANUAL DATED JANUARY 2025.
PRESTRESSED CONCRETE PILES
CONTRACT DOCUMENTS.
2. FY 2025-26 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY
CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS).
1. FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD PLANS FOR ROAD AND BRIDGE
REFER TO THE NAVD 88 DATUM.
5,500 PSI
V 6,500 PSI
r d i η = 1.0IMPORTANCE η = 1.0DUCTILITY η = 1.0REDUNDANCY
REDUNDANCY AND OPERATIONAL FACTORS:2.
FATIGUE LIMIT STATES.
LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH, SERVICE, AND 1.
2. ALL DIMENSIONS AND JOINT OPENINGS ARE MEASURED AT A MEAN TEMPERATURE OF 70°.
OR VERTICALLY UNLESS OTHERWISE NOTED.
1. ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES EITHER HORIZONTALLY
MA MA MA
LB/SF15
PLF10
PLF385
PSF150
(1 O
F
G
E N
E R
A L N
O T
E S
4,500 PSIII (BRIDGE DECK) APPROACH SLABS
THERMAL FORCES:4.
MODIFIED BY FDOT STRUCTURES DESIGN GUIDELINES SECTION 2.4.
DESIGNED IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND
WIND LOADS:3.
FUTURE WEARING SURFACE
PEDESTRIAN/BICYCLE BULLET RAIL (INDEX 515-022)
32" VERTICAL SLOPE (INDEX 521-423)
REINFORCED CONCRETE
DEAD LOADS: 2.
HL-93 DESIGN VEHICLE WITH DYNAMIC LOAD ALLOWANCE
LIVE LOAD:1.
C.I.P SUBSTRUCTURE, C.I.P. SUPERSTRUCTURE, & TRAFFIC RAILINGS
B-04
(SOIL RESISTIVITY = 2200 OHM CM)
LL DISTRIBUTION PER AASHTO 4.6.2
LEAP BRIDGE CONCRETE CE V22.00.05.12, 2021
STRUCTURAL ANALYSIS PROGRAM (FOR SUPERSTRUCTURE)
2"
2"
3"
CONCRETE COVER
CAST-IN-PLACE SUPERSTRUCTURE (EXCEPT TOP OF DECK)
CAST-IN-PLACE SUPERSTRUCTURE (TOP OF DECK)
CAST-IN-PLACE SUBSTRUCTURE (CAST AGAINST EARTH)
CAST-IN-PLACE SUBSTRUCTURE (FORMED SURFACES)
3. CONCRETE COVER:
OF BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.
TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO CENTERLINE
TOLERANCES UNLESS SHOWN AS "MINIMUM COVER". SEE SPECIFICATIONS SECTION 415 FOR ALLOWABLE
CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION
4" i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
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BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
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T H
E O
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O R
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Slope: 0.02 Ft/Ft
WINGWALL TYPICAL SECTION
SURFACE FINISH DETAILS
CLASS 5 COATING
CLASS 5 COATING
BROOM FINISH
J. DECK FINISH:
L. JOINTS IN CONCRETE:
OF THE ENGINEER.
ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL
CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS.
K. BEARINGS:
(IF APPLICABLE).
LOCATED IN THE ROADWAY PLANS, AND THE NOTES ON THE CONSTRUCTION SEQUENCE DRAWINGS
WORK PHASING AND PROGRESSION OF THE WORK SHALL CONFORM TO THE TRAFFIC CONTROL PLANS
R. ABBREVIATIONS:
N. DEWATERING:
CONTRACTOR IS RESPONSIBLE FOR DEWATERING DURING FOUNDATION CONSTRUCTION PER SPECIFICATIONS.
RAILING STANDARD PLANS:
PLACE THE FOLLOWING BRIDGE NAME ON THE TRAFFIC RAILINGS IN ACCORDANCE WITH THE TRAFFIC
O. BRIDGE NAME AND NUMBER:
FOR ADDITIONAL STANDARD ABBREVIATIONS AND SYMBOLS SEE FDOT STANDARD PLANS, "ABBREV".
UNLESS NOTED OTHERWISE=U.N.O.
T.C. = TANGENT TO CURVE
PROFILE GRADE POINT=PGP
= PREMOLDED EXPANSION JOINT MATERIALPEJM
PRECAST/PRESTRESSED=PC/PS
NEAR FACE=NF
FAR FACE=FF
FRONT FACE OF BACKWALL=FFBW
EXPANSION JOINT (INDEX NO. 458-110)=EJ
EACH FACE=EF
EXPANSION BEARING=E
GUTTER LINE.
SPECIFICATIONS SECTION 400-15.2.5. THE RIDING SURFACE IS GUTTER LINE TO
2. FINISH BRIDGE DECK AND CONCRETE APPROACH SLAB IN ACCORDANCE WITH
CONSTRUCTION LOADS, OVERLAYS, AND TEMPORARY SHORING, ETC., AS REQUIRED.
DEFLECTIONS DUE TO SELF WEIGHT, DECK CASTING SEQUENCE, DECK FORMING SYSTEMS,
THE FINISH GRADE ELEVATIONS SHOWN IN THE PLANS. ACCOUNT FOR THE THEORETICAL
1. SCREED THE RIDING SURFACE OF THE BRIDGE DECK AND APPROACH SLABS TO ACHIEVE
1. NO ALLOWANCE FOR UTILITIES HAS BEEN INCLUDED IN THE DESIGN
BEARINGS.
CONTRACTOR IS TO FURNISH AND INSTALL NEOPRENE PADS AT ALL PROPOSED
M. PHASING OF WORK:
I. UTILITIES:
BRIDGE NAME: BARN OWL BLVD. NW OVER MELBOURNE TILLMAN CANAL #7
GENERAL NOTES
O
F
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N E
R A
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E S
B-05
ON THIS SHEET. COLOR SHALL BE AMS-STD-595 FEDERAL STANDARD COLOR #37769. SUBMIT TO COUNTY FOR APPROVAL.
A CLASS S FINISH COATING SHALL BE APPLIED TO THE PORTIONS OF THE SURFACE SHOWN
P. APPLIED FINISH COATING:
Q. STAY-IN-PLACE DECK FORMS:
NOT APPLICABLE
Q U
A N
T
IT
IE
S
S T
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S U
M M
A R
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B-06
4.0EAJUNCTION BOX, FURNISH AND INSTALL, EMBEDDED635 3 13
970.6LFCONDUIT, FURNISH & INSTALL, EMBEDDED630 2 16
323.5LFCONCRETE TRAFFIC RAILING - BRIDGE, 32" VERTICAL FACE521 5 4
323.5LFBULLET RAIL, DOUBLE RAIL515 4 2
143.0LFBRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I POURED JOINT WITH BACKER ROD458 1 11
40EALOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS455 137
3000.0LFPRESTRESSED CONCRETE PILING, 18" SQ455 34 3
40EAPILE INSPECTION, DRIVEN PILE455 20 1
36416.0LBREINFORCING STEEL - APPROACH SLABS415 1 9
19385.0LBREINFORCING STEEL - SUBSTRUCTURE415 1 5
159805.0LBREINFORCING STEEL - BRIDGE SUPERSTRUCTURE415 1 4
19.6CFPLAIN NEOPRENE BEARING PADS400 148
578.0SYBRIDGE DECK GROOVING400 7 1
150.2CYCONCRETE CLASS IV, BRIDGE SUBSTRUCTURE400 4 5
189.6CYCONCRETE CLASS II, APPROACH SLABS400 2 10
455.0CYCONC CLASS IV, BRIDGE SUPERSTRUCTURE400 4 4
QUANTITYUNITDESCRIPTIONITEM NO.
PAY ITEMS AND QUANTITIES ESTIMATION
SUMMARY OF STRUCTURES QUANTITIES
T h i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
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NOTES
E L E
V A T I O
N
(N
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D
T h i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
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BRIDGE NO. XXXXXX
S H
E E
T
S C
O U
R D
E T
A
IL
17.49'
.0
3.00'
.0
(1.0' THICK)
CONST. BEDDING STONE
CONST. TYPE D-2 FABRIC
RUBBLE RIP-RAP (2.5' THICK)
CONST. BANK & SHORE
D.H.W EL = 15.90
CONST. 10" CONCRETE MATTRESS
PROPOSED LOW MEMBER EL. 19.95
EL. 9.85
1:2
1:4
EL. 17.76
EL. 18.35
EL. 11.48 EL. 16.35
3.00'
10.00'
11.00'
2.THE LIMITS OF DEBRIS AND VEGETATION REMOVAL SHALL INCLUDE THE ABUTMENTS.
SHALL BE DISPOSED OF IN A SATISFACTORY MANNER OFF-SITE IN AREAS PROVIDED BY THE CONTRACTOR.
1.THE CONTRACTOR SHALL REMOVE ALL DEBRIS ORDERED BY THE ENGINEER FROM THE SITE. THE DEBRIS
B.) EXCAVATION & DISPOSAL
APPROVAL OF THE DEPARTMENT.
BRIDGE PIERS, AND BENTS. EQUIPMENT SHALL NOT BE TIED TO ANY PART OF THE PROPOSED BRIDGE WITHOUT
3.THE CONTRACTOR SHALL EXERCISE THE NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE BRIDGE, 2.WATER DEPTH NEAR THE SCOUR PROTECTION AREA IS 6.05'.
1.THE DESIGN HIGH WATER ELEVATION AT THE SITE IS 15.90 ft NAVD 88.
A.) SITE CONDITIONS
PRIOR TO THE INSTALLATION OF THE FILTER FABRIC
FABRIC WITH BITUMINOUS COATING IMMEDIATELY
COAT AREA BETWEEN BENT CAP AND FILTER
SAND CEMENT RIPRAP (4.0' HIGH)
CEMENT RIPRAP
#4 REBAR @ 1.5' C/C DRIVEN THROUGH SAND
4. FILTER FABRIC SHALL BE TYPE D-2 GEOTEXTILE FABRIC IN ACCORDANCE WITH THE FDOT SPECIFICATIONS.
CHANNEL MUST BE APPROVED BY THE COUNTY.
3.THE CHANNEL OF THE C-7 CANAL MUST REMAIN OPEN AT ALL TIMES. ANY OPERATIONS WHICH WOULD RESTRICT THE
SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA.
2.ANY ALTERNATE ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW AND APPROVAL
1.THE CONTRACTOR SHALL VERIFY IN THE FIELD EXISTING CONDITIONS SHOWN ON THE DRAWINGS.
E.) SUPPLEMENTAL NOTES
RUBBLE RIPRAP.
2.COST OF FILTER FABRIC & GEOTEXTILE SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR BANK AND SHORE
120-5. THIS PRICE SHALL ALSO INCLUDE SATISFACTORY DISPOSAL OF DEBRIS.
SURVEY AND REMOVAL PLAN SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR CHANNEL EXCAVATION, ITEM
1.UNDERWATER DEBRIS REMOVAL: THE COST TO REMOVE DEBRIS IN THE SCOUR PROTECTION AREA, UNDERWATER
D.) PAYMENT
V
IC
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NOT FOR CONSTRUCTION
jessi.schafer Rectangle jessi.schafer Snapshot i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
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D A
S S
O C
IA
T
E S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E S
U
IT
E
O
R L
A N
D O
F
L
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T I C
E
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
N
1:4
30'-0"
TOP OF TRAFFIC RAILING
STA. 1+42.00
SLAB 1
BEGIN APPROACH
30'-0"
GROUND
PROPOSED
STA. 1+72.00
END BENT 1
BEGIN BRIDGE - FFAS
STA. 2+70.00
END BENT 4
END BRIDGE - FFAS
32'-4"
STA. 3+00.00
SLAB 2
END APPROACH
GROUND
APPROXIMATE EXISTING
11'-0"
STA. 2+04.33
� INT. BENT 2
30'-0"
STA 1+42.00
SLAB 1
BEGIN APPROACH
20" CONCRETE SLABTOP OF BULLET RAIL
(INDEX 455-018) (TYP.)
CONCRETE PILE
18" SQUARE PRESTRESSED
33'-4"32'-4"
¡ INT. BENT 2 ¡ INT. BENT 3
4'-0½" M.V.C
30'-0"
STA. 1+72.00
END BENT 1
BEGIN BRIDGE - FFAS
STA. 2+70.00
END BENT 4
END BRIDGE - FFAS
STA. 2+37.67
� INT. BENT 3
STA 3+00.00
SLAB 2
END APPROACH
LINE
PROPERTY
WATER LINE (TYP.)
APPROXIMATE
515-021) (TYP.)
(INDEX 521-423 AND
WITH BULLET RAIL
32" VERTICAL SHAPE
TRAFFIC RAILING -
98'-0" (OVERALL BRIDGE LENGTH)
EJ EJ
R/W LINE
DRAINAGE
PROPOSED
L A
N E
L A
N E
L A
N E
L A
N E
EL=15.90
50-YR DESIGN FLOOD
(3 SPAN CONTINUOUS CONCRETE SLAB UNIT)
MELBOURNE TILLMAN CANAL #7
S H
L D
R
S H
L D
R
& PGL
¡ CONST.
TH-1
TH-2
1:2 SLOPE
1:2 SLOPE (MAX.)
1:2 SLOPE
MIN. VERT. CLR.
11'-0"
S
ID
E W
A L
K
DRIVEWAY
MAINTENANCE
1.19% 0.74%
(VIEW ALONG RIGHT COPING)
EL. 9.78
(TYP.)
90°00'00"
WATER LINE (TYP.)
APPROXIMATE
BRIDGE (INDEX 521-660)
LIGHT POLE PEDESTAL -
SSS ETH-A0 (TYP.)
ENVOY LIGHTING
STA. 1+61.92
� POLE
STA. 2+16.45
� POLE
STA. 2+94.12
� POLE
(O U
T T
O O
U T
DIRECTION OF STATIONING
B A
R R
IE
R
B A
R R
IE
R
BRIDGE 705927
APPROACH SLAB
LEGEND:
DIRECTION OF TRAVEL
DIRECTION OF FLOW
APPROACH SLAB APPROACH SLABSPAN 1 SPAN 2 SPAN 3
L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
NOTES:
APPROACH SLAB
S 89° 19' 55" E
E EXPANSION BEARING
EJ
(INDEX 458-110)
EXPANSION JOINT SYSTEM
E E
DRIVEWAY
MAINTENANCE
P L A
N A
N D
E L E
V A
T
IO
N
F E
B1-01
3+00 2+00
F FIXED BEARING
BORING LOCATION
PENETRATION TEST (SPT)
APPROXIMATE STANDARD
E L
.8
P V
I S
T A
.6
E L
.3
P V
I S
T A
.0
B E
G
IN
B R
ID
G
E
E L
.3
P V
I S
T A
.0
E N
D B
R
ID
G E
E L
.5
P V
I S
T A
.0
1.00%
ALONG PGL
VERTICAL PROFILE
SHEET.
FOR DETAILS CONCERNING SLOPE PROTECTION, SEE "SCOUR PROTECTION DETAILS" 2.
FOR DETAILS REGARDING ROADWAY, SEE ROADWAY PLANS.1.
LOCATION OF MVC
PROPOSED LIGHT POLE
PLAN
ELEVATION
S
ID
E W
A L
K
PROTECTION (TYP.)
LIMITS OF SLOPE
i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
T E
L
IC
E N
S E
D P
R O
F E
S S
IO
N
A L
/2
/2
J A
R
J A
S
J A
R
J O
S E
P H
A
R O
B E
R T
S J
R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E
S U
IT
E
O R
L A
N D
O
F L
8'-8"
1'-6" SHLDR.
12'-0"12'-0" 1'-1"8'-8"
1'-6" SHLDR.
12'-0" 12'-0"1'-1"
SIDEWALK LANE LANE LANE LANE SIDEWALK BARRIERBARRIER
35'-3"35'-3"
70'-6" BRIDGE WIDTH
� CONST. & PGL
1'-8" CAST-IN-PLACE SLAB
515-021) (TYP.)
(INDEX 521-423 AND
DOUBLE RAIL
WITH BULLET RAILING,
32" VERTICAL SHAPE
TRAFFIC RAILING -
TYPICAL SECTION
T Y
P
IC
A L S
E C
T
IO
N
Slope: 0.02 Ft/Ft Slope: 0.02 Ft/Ft Slope: 0.02 Ft/Ft Slope: 0.02 Ft/Ft
SUPERSTRUCTURE DETAILS SHEET
FOR ADDITIONAL RAISED SIDEWALK DETAILS, SEE
(INDEX 630-010) (TYP.)
(2 FUTURE USE)
(1 LIGHTING CONDUIT)
3 ~ 2"� UTILITY CONDUITS
(INDEX 630-010) (TYP.)
(1 FOR LIGHTING)
(2 FUTURE USE)
3 ~ 2"� UTILITY CONDUITS
B1-02
NOTE:
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T
IC
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
20.0
.2
.1
22.7
.3
1.
1.
T
O P
E
L
IM
IT
O
F V
E G
E T
A T
IO
N
22.4 .0
SWL
4.6
5.0
4.6
2+00 3+00
P C
.0
S H
L D
R
K:\ORL_Worksets\FDOT\24926002 Fred Poppe\Drainage\DRPRRD01.dgnJessi.Schafer 6/9/2026 3:52:29 PM Default
BRIDGE NO.
STRUCTURE
PROPOSED
( 1 ) ( 2 ) ( 3 ) ( 4 )
TERMS:
NOTE:
STAGE ELEV. NAVD (ft)
WATER SURFACE ELEVATIONS:
FLOOD DATA:
DISCHARGE (cfs)
AVERAGE VELOCITY (f/s)
EXCEEDANCE PROB. (%)
FREQUENCY ( yr.)
N.H.W. (Non-Tidal)
CONTROL (Non-Tidal)
M.H.W. (Tidal)
M.L.W. (Tidal)
MAX. EVENT OF RECORD DESIGN FLOOD BASE FLOOD GREATEST FLOOD
OVERTOPPING or
TOTAL SCOUR ELEVATION
PIER INFORMATION LONG TERM
SCOUR ELEV.
WORST CASE < 100 yr.
FREQ. (yr.)
WORST CASE < 500 yr.
FREQ. (yr.)
HYDRAULIC RECOMMENDATIONS
BEGIN BRIDGE STATION1.
2.
3.
4.
CLEARANCE PROVIDED:
MINIMUM CLEARANCE:
ABUTMENTS:
NAV: HORIZ.
NAV: HORIZ.
VERT.
VERT.
END BRIDGE STATION
ABOVE EL.
ABOVE EL.
DRIFT: HORIZ.
DRIFT: HORIZ.
VERT.
VERT.
ABOVE EL.
ABOVE EL.
END BRIDGEBEGIN BRIDGE
RUBBLE GRADE:
SLOPE:
BURIED OR NON-BURIED HORIZ. TOE:
TOE HORIZ. DISTANCE:
LIMIT OF PROTECTION:
DECK DRAINAGE:5.
REMARKS:
Greatest Flood: The most severe that can be predicted where overtopping is not practicable.
Base Flood: Has a 1% chance of being exceeded in any given year (100 year frequency)
Design Flood: Utilized to assure a desired level of hydraulic performance.
SCOUR PREDICTIONS FOR PROPOSED STRUCTURE DESCRIBED ABOVE:
AREA OF OPENING@D.F.
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
RECOMMENDATIONS
BRIDGE HYDRAULIC
HYDRAULIC DESIGN DATA
EXISTING STRUCTURES
SKEW ANGLE
SIZE AND TYPENUMBERS
ELEV. LOW MEMBER
BRIDGE WIDTH
TYPE CONSTRUCTION
SPAN LENGTH
OVERALL LENGTH
FOUNDATION
(REFERENCE)
design stages, feet-NAVD YYYY.
cautioned against the assumption of precision for the discharge rates, units are in cubic feet per second and the
This hydraulic data is a summary of design calculations and is provided for informational purposes only. The user is
1.5' SQUARE PILES
98"
32'-4"
CONCRETE
19.95
N/A
N/A
N/A
N/A
N/A
15.90
117.22
0.33
0.02
16.91
136.76
0.32
0.01
182.12
0.34
18.38
0.002
2-3 1.5' SQUARE PILES DEPTH = 1.34' DEPTH = 1.34' DEPTH = 1.26'
1+72.00 2+70.00 0
N/A
N/A N/A
N/A
2.0' 15.90
15.90 15.90
15.902.0'
BANK & SHORE BANK & SHORE
1:2 1:4
NON-BURIED NON-BURIED
3.0' 3.0'
17.59' 10.00'
ALL ELEVATIONS ARE IN NAVD 88
BREVARD 249266002
N
Feet
0 5
CONST. RUBBLE RIP-RAP
EXISTING GROUND
CONST. 10" CONCRETE MATTRESS
PROPOSED GROUND
CONST. RUBBLE RIP-RAP
D.H.W EL. 15.90
.0
30.00' 32.33' 33.33' 32.33' 30.00'
APPROACH SLAB APPROACH SLAB
98.00'
OVERALL BRIDGE LENGTH
STA. 2+70.00
FFBW END BENT 1
END BRIDGE
C-7 CANAL
C-7 CANAL
BRIDGE #XXXXX
PROPOSED FRED POPPE RD
17.59' 10.00'
.0
.0
17.59'
.0
10.00'
.0
903.60 SQ-FT
PROPOSED LOW MEMBER EL. 19.95
STA. 1+72.00
FFBW END BENT 1
BEGIN BRIDGE
70.50'
4.05'4.05
ORLANDO, FL
200 S. ORANGE AVENUE, SUITE 600,
P.E. LICENSE NUMBER: 75592
VICTOR H. GALLO
B1-03 i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
T E
L
IC
E N
S E
D P
R O
F E
S S
IO
N
A L
/2
/2
J A
R
J A
S
J A
R
J O
S E
P H
A R
O B
E R
T S
J R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E S
U
IT
E
O
R L
A N
D O
F
L
3'-8"
3'-8"
BRIDGE PGL
¡ CONST. &
PROPERTY LINER/W LINE
FFAS
� PILES
FFAS
BORING LOCATION
- APPROXIMATE STANDARD PENETRATION TEST (SPT)
TH-1
TH-2
1'-0"
STA. 2+04.33
& � PILES
� INT. BENT 2
STA. 1+72.00
FFAS END BENT 1
BEGIN BRIDGE -
STA. 2+37.67
& ¡ PILES
¡ INT. BENT 3
STA 2+70.00
FFAS END BENT 4
END BRIDGE -
1'-0"
� PILES
S 89°19'55" E
S
P A
C E
S
(T
Y P
IN
T
B E
N T
S
P A
C E
S
(T Y
P E
N D
B E
N T
� PILES (TYP.)
AND
� INT. BENT
90°0'0" (TYP.)
3'-8"
3'-8"
3'-8"
3'-8" 3'-8"
3'-8"
WATERLINE
APPROXIMATE
WATERLINE
APPROXIMATE
PROPOSED DRAINAGE
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T
IC
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
F O
U N
D A
T
IO
N L
A Y
O U
T
DIRECTION OF STATIONING6
PLAN
NOTES:
2. FOR ADDITIONAL NOTES SEE, "PILE DATA TABLE" SHEET.
1. PILES SHALL BE DRIVEN PLUMB.
B1-04
3+002+00
PRESTRESSED CONCRETE PILE
- INDICATES PROPOSED 18" SQUARE
LEGEND
i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
T E
L
IC
E N
S E
D P
R O
F E
S S
IO
N
A L
/2
/2
J A
R
J A
S
J A
R
J O
S E
P H
A R
O B
E R
T S
J R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L
E Y
-H O
R N
A N
D A
S S
O C
IA
T
E S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E S
U
IT
E
O
R L
A N
D O
F
LEND BENT 1 18
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.75
0.75
N/A
N/A
P
IL
E D
A T
A T
A B
L E
INT BENT 2
INT BENT 3 18 N/A N/A N/A 117 N/A N/A N/A N/A 0.75 N/A
END BENT 4 18 N/A N/A N/A 93 N/A N/A N/A N/A 0.75 N/A
-20
-49
-49
-20
16.912
17.733
18.067
17.890
17.059
17.880
18.214
18.037
17.205
18.026
18.360
18.183
17.352
18.173
18.507
18.330
17.499 17.499
18.320 18.320
18.654 18.654
18.477 18.477 18.330
18.507
18.173
17.352
18.183
18.360
18.026
17.205
18.037
18.214
17.880
17.059
17.890
18.067
17.733
16.912124
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T I C
E
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
PILE DATA TABLE
DESIGN CRITERIAINSTALLATION CRITERIA PILE CUT-OFF ELEVATIONS
NUMBER
BENT
or
PIER
(IN.)
SIZE
PILE
(TONS)
RESISTANCE
BEARING
NOMINAL
(FT.)
ELEVATION
TIP
MINIMUM
(FT)
LENGTH
ORDER
PILE
(FT.)
ELEVATION
JET
REQUIRED
(FT.)
ELEVATION
PREFORM
REQUIRED
(TONS)
LOAD
DESIGN
FACTORED
(TONS)
DOWNDRAG
(TONS)
RESISTANCE
SCOUR
TOTAL
(TONS)
RESISTANCE
SCOUR
NET
(FT.)
ELEVATION
SCOUR
100-YEAR
PILE 1 PILE 2 PILE 3 PILE 4 PILE 5 PILE 6 PILE 7
FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG
≤ NOMINAL BEARING RESISTANCE
(Ø)
AXIAL
Table Date 01/01/16
(TONS)
CAPACITY
TENSION
(Ø)
UPLIFT
PILE INSTALLATION NOTES:
PILE 8
EVENT.
100-YEAR SCOUR ELEVATION - ESTIMATED ELEVATION OF SCOUR DUE TO THE 100 YEAR STORM
ELEVATION TO THE SCOUR ELEVATION.
PROVIDED BY THE SOIL FROM THE REQUIRED PREFORMED OR JETTING
NET SCOUR RESISTANCE - AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION RESISTANCE
PROVIDED BY THE SCOURABLE SOIL.
TOTAL SCOUR RESISTANCE - AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION RESISTANCE
(SPECIFY ONLY WHEN DESIGN REQUIRES UPLIFT CAPACITY).
BELOW THE 100 YEAR SCOUR ELEVATION TO RESIST PULLOUT OF THE PILE
UPLIFT RESISTANCE - THE ULTIMATE SIDE FRICTION CAPACITY THAT MUST BE OBTAINED
ALL PILES SHALL BE 100% DYNAMICALLY TESTED MEETING FDOT SPECIFICATIONS.7.
MINIMUM TIP ELEVATION IS BASED ON PILE LATERAL STABILITY.6.
PILES SHALL BE DRIVEN TO THE MINIMUM TIP SHOWN IN THE TABLE.5.
NO JETTING WILL BE ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER.4.
AND PROCEED OUTWARD.
AT EACH BENT, PILE DRIVING IS TO COMMENCE AT THE CENTER OF THE BENT 3.
RESPONSIBLE FOR DETERMINATION OF THE REQUIRED DRIVING RESISTANCE.
DIFFER FROM THOSE SHOWN ON THE TABLE, THE ENGINEER SHALL BE
THE PILE DRIVING IS COMPLETE. IF JETTING OR PREFORMING ELEVATIONS
TO THE ELEVATION AND CONTINUE TO OPERATE AT THIS ELEVATION UNTIL
WHEN A REQUIRED JETTING ELEVATION IS SHOWN, THE JET SHALL BE LOWERED 2.
INSTALLATION ACTIVITIES.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY PILE 1.
B1-05
PILE 9 PILE 10
FACTOR
RESISTANCE
i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
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D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
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J R
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ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
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O
R A
N G
E A
V E
N U
E S
U
IT
E
O
R L
A N
D O
F
L
9 PILES SPACED @ 7'-4" = 66'-0"
N
(VIEW LOOKING DOWNSTATION END BENT 1)
(ALTERNATE SPLICE LOCATION)
4-8EB03 (5'-0" LAP SPLICE)
TOP OF APPROACH SLAB
(INDEX NO. 455-018) (TYP.)
CONRETE PILE
18" SQUARE PRESTRESSED
A
A
B
B
2. FOR TABLE OF ELEVATIONS, SEE "END BENT DETAILS (1 OF 2)" SHEET.
1. FOR SECTIONS A-A AND B-B, AND VIEWS C-C AND D-D, SEE "END BENT DETAILS" SHEETS.
ELEVATION
PLAN
NOTES:NOTES:
"2
3'-3
"2
36'-3"2
36'-3
¡ CONST. & PGL
FFAS
¡ CAP, BEARING, & PILES
STA. 1+72.00
END BENT 1
BEGIN BRIDGE - FFAS
E M
B E
D
(T Y
P
M
I N
"2
3'-3
72'-7"
33'-0" R
"2
47'-10 R
90°00'00"
� PILE (TYP.)
3"
1'-0" MAX.
4-5EB01 PAIRS @
1'-0"
1'-0" @ 1'-0"
PAIRS
7-5EB01
1'-0"
TOP OF CAP
3-4EB05 (EF) (2'-2" LAP SPLICE)
(ALTERNATE SPLICE LOCATION)
6-8EB03 (5'-0" LAP SPLICE)
OVER PILE)
5EB02 (TYP.
2-8EB07
1'-0"
2-8EB07
EL. A
EL. C
EL. E
EL. F
EL. I
EL. B
EL. D
EL. G
EL. H
2'-3ƀ"18-6EB06 @ 4'-0"2'-3ƀ"
C
C
D
D
90°00'00"
1'-10"
90°00'00"
D
IR
E C
T
IO
N O
F S
T A
T
IO
N
IN
G D
IR
E
C T
IO
N
O F
S T
A T
IO
N
IN
G
@ 1'-0" MAX.
4-5EB01 PAIRS
� CONST. & PGL
3"
6EB06
CONCRETE PILES
18" SQUARE PRESTRESSED
BETWEEN PILES)
2-8EB04 (TYP.
"2 11'-8
LOCATION)
(ALTERNATE SPLICE
4-8EB03 (5'-0" LAP)
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T
IC
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
E N
D B
E N
T
B1-06
PILES)
(MAX.) (TYP. BTWN.
515-021)(TYP.)
(INDEX 521-423 AND
DOUBLE RAIL
WITH BULLET RAIL,
32" VERT. SHAPE
TRAFFIC RAILING
JOINT MATERIAL (TYP.)
½" PREFORMED EXPANSION
1'-0"
JOINT MATERIAL (TYP.)
ƀ" PREFORMED EXPANSION i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
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A S
S H
O W
N
R E
V
IS
IO
N
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D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
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N E
D B
Y
D R
A W
N B
Y
K H
A P
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J E
C T
D A
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D P
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J A
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R
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O B
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T S
J R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
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IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E S
U
IT
E
O
R L
A N
D O
F
L
9 PILES SPACED @ 7'-4" = 66'-0"
N
(VIEW LOOKING DOWNSTATION END BENT 1)
(ALTERNATE SPLICE LOCATION)
4-8EB03 (5'-0" LAP SPLICE)
TOP OF APPROACH SLAB
(INDEX NO. 455-018) (TYP.)
CONRETE PILE
18" SQUARE PRESTRESSED
A
A
B
B
2. FOR TABLE OF ELEVATIONS, SEE "END BENT DETAILS (1 OF 2)" SHEET.
1. FOR SECTIONS A-A AND B-B, AND VIEWS C-C AND D-D, SEE "END BENT DETAILS" SHEETS.
ELEVATION
PLAN
NOTES:NOTES:
"2
3'-3
"2
36'-3"2
36'-3
¡ CONST. & PGL
FFAS
¡ CAP, BEARING, & PILES
STA. 1+72.00
END BENT 1
BEGIN BRIDGE - FFAS
E M
B E
D
(T Y
P
M
I N
"2
3'-3
72'-7"
33'-0" R
"2
47'-10 R
90°00'00"
� PILE (TYP.)
3"
1'-0" MAX.
4-5EB01 PAIRS @
1'-0"
1'-0" @ 1'-0"
PAIRS
7-5EB01
1'-0"
TOP OF CAP
3-4EB05 (EF) (2'-2" LAP SPLICE)
(ALTERNATE SPLICE LOCATION)
6-8EB03 (5'-0" LAP SPLICE)
OVER PILE)
5EB02 (TYP.
2-8EB07
1'-0"
2-8EB07
EL. A
EL. C
EL. E
EL. F
EL. I
EL. B
EL. D
EL. G
EL. H
2'-3ƀ"18-6EB06 @ 4'-0"2'-3ƀ"
C
C
D
D
90°00'00"
1'-10"
90°00'00"
D
IR
E C
T
IO
N O
F S
T A
T
IO
N
IN
G D
IR
E
C T
IO
N
O F
S T
A T
IO
N
IN
G
@ 1'-0" MAX.
4-5EB01 PAIRS
� CONST. & PGL
3"
6EB06
CONCRETE PILES
18" SQUARE PRESTRESSED
BETWEEN PILES)
2-8EB04 (TYP.
"2 11'-8
LOCATION)
(ALTERNATE SPLICE
4-8EB03 (5'-0" LAP)
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T
IC
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
E N
D B
E N
T
B1-06
PILES)
(MAX.) (TYP. BTWN.
515-021)(TYP.)
(INDEX 521-423 AND
DOUBLE RAIL
WITH BULLET RAIL,
32" VERT. SHAPE
TRAFFIC RAILING
JOINT MATERIAL (TYP.)
½" PREFORMED EXPANSION
1'-0"
JOINT MATERIAL (TYP.)
ƀ" PREFORMED EXPANSION i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
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L
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F E
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J A
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J A
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J A
R
J O
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A
R O
B E
R T
S J
R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E
S U
IT
E
O R
L A
N D
O
F L
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T I C
E
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
FF
EXTRUDED POLYSTYRENE3
PREMOLDED EXPANSION MATERIAL2
BEARING PAD
1" UNREINFORCED ELASTOMERIC1
(INDEX NO. 400-090)
APPROACH SLAB
2'-0" 2'-0"
¡ PILES
1'-0"1'-0"
E
M B
E D
(INDEX NO. 400-090)
APPROACH SLAB
4'-0"
1'-0"1'-0"
11'-0"
(INDEX NO. 400-090)
APPROACH SLAB
S
P A ƀ
4'-0"
5"4"1'-3"1'-3"4"5"
8EB03
3" CLR. (TYP.) (U.N.O.)
(INDEX NO. 455-018)
CONRETE PILE
18" SQUARE PRESTRESSED
8EB03
5EB02
8EB03
1½" CHAMFER
4EB05 (EF)
TOP OF SLAB
4EB05 (EF)
8EB03
S
P A ƀ
8EB03
8EB03
5"4"10"10"10"4"5"
3" CLR. (TYP.) (U.N.O.)
1½" CHAMFER
TOP OF SLAB
C L R
(B
O T
C L R
(B
O T
8EB07
8EB04 OR
-5
W W
E F
-4
W W
E F
L A
P P
E D
W W
W
(M
A X
) 5EB02
FFAS
5EB01 (PAIRS)
3 3
CAP
¡ BEARING &
CAP
¡ BEARING &
TABLE OF END BENT ELEVATIONS
LOCATION END BENT 1
EL. A
EL. B
EL. C
EL. D
EL. E
EL. F
EL. G
EL. H
EL. I
END BENT 4
4"
4"
4WW03
"0-'1 @ 10WW5-21
)FE( ).XAM(
21.617
19.846
15.846
22.322
20.572
16.572
21.617
19.846
15.846
22.595
20.824
16.824
23.300
21.550
17.550
22.595
20.824
16.824
6EB06
3" CLR. (U.N.O.)
4" CLR. 5WW01 (TYP.)
5WW02
3" CLR. (TYP.)
5EB01
6EB06
(1 O
F
E
N D
B E
N T
D E
T A
IL
S
B1-08
SECTION A-A SECTION B-B
VIEW C-C
(MEASURED ALONG FRONT FACE OF WINGWALL)
SECTION F-F
FFAS FFAS
VIEW D-D
(MEASURED ALONG FRONT FACE OF WINGWALL)
G
11'-0"
(INDEX NO. 400-090)
APPROACH SLAB
W W
E
F
W W
E
F
M A
X
L A
P P
D
W
W W
G
VIEW E-E
SECTION H-H(MEASURED ALONG FRONT FACE OF WINGWALL)
HH
11'-0"
(INDEX NO. 400-090)
APPROACH SLAB
W W
E
F
W W
E
F
L A
P P
E D
W
W
W
M A
X
(LEFT END WINGWALL SHOWN, RIGHT END WINGWALL SIMILAR)
(LEFT END WINGWALL SHOWN, RIGHT END WINGWALL SIMILAR)
BEARING AT WINGWALL - PLAN
(TYP. ALL WINGWALLS)
4" CLR.
3" CLR. (TYP.) (U.N.O.)
3" CLR. (TYP.) (U.N.O.)
4" CLR.
5WW01 (TYP.)
5WW01 (TYP.)
T h i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
T E
L
IC
E N
S E
D P
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F E
S S
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J A
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J A
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J A
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J O
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P H
A R
O B
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T S
J R
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ID
A
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IC
E N
S E
N U
M B
E R
F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y C
IT
Y
O F
P A
L M
B A
Y F
L O
R
ID
A
K
IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
-H O
R N
.C O
M
R
E G
IS
T
R Y
N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E
S U
IT
E
O R
L A
N D
O
F L
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T I C
E
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
(MAX.) (EF)
12-5WW01 @ 1'-0"
4"
4"
SECTION G-G
(2 O
F
E N
D B
E N
T D
E T
A
IL
S
12-5WW01 @ 1'-0"
(MAX.) (EF)
4" 4"
BEGIN/END BRIDGE
APPROACH SLAB
FRONT FACE OF
� BEARING
WINGWALL
5WW02
5EB02
5EB01 (PAIRS)
4WW03
5EB02
5EB01 (PAIRS)
FFAS
FFAS
5WW02
4WW03
B1-09
CONCRETE PILE (INDEX 455-018) (TYP.)
18" SQUARE PRESTRESSED
CONCRETE PILE (INDEX 455-018) (TYP.)
18" SQUARE PRESTRESSED
CONCRETE PILE (INDEX 455-018) (TYP.)
18" SQUARE PRESTRESSED
CONCRETE PILE (INDEX 455-018) (TYP.)
18" SQUARE PRESTRESSED
3" CLR. (TYP.)
3" CLR. (TYP.)
i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
T E
L
IC
E N
S E
D P
R O
F E
S S
IO
N
A L
/2
/2
J A
R
J A
S
J A
R
J O
S E
P H
A R
O B
E R
T S
J R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
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C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L
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R N
A N
D A
S S
O C
IA
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IN
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W W
W .K
IM
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IS
T
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P H
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(4
-1
S
O
R A
N G
E A
V E
N U
E S
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IT
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O
R L
A N
D O
F
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F R
E D
P O
P P
E P
A R
K
N E
W A
C C
E
A D
W A
Y
BRIDGE NO. 705927
NOT FOR CONSTRUCTION
N O
T I C
E
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
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G
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.A .C
IN
T
E R
M E
D
IA
T E
B E
N T
N
ELEVATION
PLAN
2. FOR SECTIONS A-A, B-B, AND TABLE OF ELEVATIONS, SEE "INTERMEDIATE BENT DETAILS" SHEET.
1. INTERMEDIATE BENT 2 SHOWN, INTERMEDIATE BENT 3 SIMILAR.
NOTES:
1'-3" 18-6P06 @ 4'-0" 1'-3"
PGL
¡ CONST. &
¡ BEARING, CAP, AND PILES
515-021) (TYP.)
(INDEX 521-423 AND
WITH BULLET RAIL, DOUBLE RAIL
32" VERT. SHAPE
TRAFFIC RAILING
A
A B
B
M
I N
T
Y P
(INDEX NO. 455-018) (TYP.)
CONRETE PILE
18" SQUARE PRESTRESSED
¡ PILE (TYP.)
STA. 2+37.67
¡ INT. BENT 3
STA. 2+04.33
¡ INT. BENT 2
D
IR
E C
T
IO
N O
F S
T A
T
IO
N
IN
G
70'-6"
35'-3"35'-3"
2'-3" 9 SPACES @ 7'-4" = 66'-0" 2'-3"
3"
2-5P01 PAIRS @ 1'-0"
1'-0"1'-0" (TYP.) 7-PO1 PAIRS @ 1'-0" (TYP.)1'-0"
5P02 (TYP. OVER PILE)
4P05 (EF) (2'-2" LAP SPLICES)
EL. B
EL. C
EL. E
EL. F
EL. H
EL. I
BTWN. PILES)
1'-0" (MAX.) (TYP.
EL. D
BTWN. PILES)
2-8P04 (TYP.
(ALTERNATE LOCATION)
4-8P03 (4'-4" LAP SPLICE)
(ALTERNATE LOCATION)
6-8P03 (4'-4" LAP SPLICE)
(TYP.)
90°00'00"
2-5P01 PAIRS @ 1'-0"
3"
� CONST. & PGL
B1-10 i s d o c u m e n t t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n a s a n i n s t r u m e n t o f s e r v i c e i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y H o r n a n d A s s o c i a t e s I n c s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y H o r n a n d A s s o c i a t e s I n c
B Y
D A
T E
A S
S H
O W
N
R E
V
IS
IO
N
S N o
D A
T E
SHEET NUMBER
C H
E C
K E
D B
Y
S C
A L
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
K H
A P
R O
J E
C T
D A
T E
L
IC
E N
S E
D P
R O
F E
S S
IO
N
A L
/2
/2
J A
R
J A
S
J A
R
J O
S E
P H
A
R O
B E
R T
S J
R
F L
O R
ID
A
L
IC
E N
S E
N U
M B
E R
C
IT
Y O
F P
A L
M B
A Y
F L
O R
ID
A
K
IM
L E
Y -H
O R
N A
N D
A S
S O
C
IA
T E
S
IN
C
W W
W .K
IM
L
E Y
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R N
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M
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IS
T
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N o
P H
O N
E
(4
-1
S
O
R A
N G
E A
V E
N U
E
S U
IT
E
O R
L A
N D
O
F L
D E
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IL
S
IN
T
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M E
D
IA
T E
B E
N
1'-9"1'-9"
TOP OF SLAB
¡ CAP, BEARING, & PILES
TOP OF SLAB
3'-6"(INDEX NO. 455-018)
CONRETE PILE
18" SQUARE PRESTRESSED
3'-6"
(TYP.)
3" CLR.
8PO3 (BUNDLED)
ELASTOMERIC BEARING PAD
M B
E
S
P A
ONLY)
(INT. BENT 2
6P06
ELASTOMERIC BEARING PAD
PREMOLDED EXPANSION MATERIAL (TYP.)
ONLY)
(INT. BENT 2
6P06
MATERIAL (TYP.)
PREMOLDED EXPANSION
1½" CHAMFER (TYP.)
8P03
P A
(EF)
4P05
(TYP.)
3" CLR.
8P03 (BUNDLED)
8PO3 (BUNDLED)
8P04
5P01
1'-9"1'-9"
"1
TABLE OF INTERMEDIATE BENT ELEVATIONS
LOCATION INT. BENT 2
EL. A
EL. B
EL. C
EL. D
EL. E
EL. F
EL. G
EL. H
EL. I
INT. BENT 3
1'…
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