lee county board of county commissioners documents/burnt stor… · testing methods shall conform...
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6:11:01 PM c:\bms\tyli-pw\[email protected]\dms18520\BKeySheet01.DGNLMarzilli 7/19/2017
BEE LINEEXPRESSWAY
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PENSACOLA
FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
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LAKE CITY 295
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ST AUGUSTINE
GAINESVILLE
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DELAND
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NEW PORT RICHEY
TAMPA
754
LAKELAND
MELBOURNE -
COCOA
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BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON75
95
FT PIERCE
FT MYERS
WEST
PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
LEE COUNTY BOARD OF COUNTY COMMISSIONERS
DEPARTMENT OF TRANSPORTATIONPUBLIC WORKS ADMINISTRATION
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PROJECT
LOCATION
CONTRACT PLANS
HAVE CHANGED DUE TO REPRODUCTION.
NOTE: THE SCALE OF THESE PLANS MAY
PLANS PREPARED BY:
TO BE SUBMITTED TO:
NO.
SHEET
YEAR
FISCAL
DESCRIPTIONDATE
B-1
KEY SHEET REVISIONS
STRUCTURE PLANS
STRUCTURE PLANS
STRUCTURE SHOP DRAWINGS
SEE INDEX OF BRIDGE SHEETS
INDEX OF STRUCTURE PLANS
GOVERNING STANDARDS AND SPECIFICATIONS:
ENGINEER OF RECORD: FARZIN ZAFARANIAN, P.E.
P.E. NO.: 59558
(813) 972-9444
TAMPA, FLORIDA 33637
SUITE 245
12802 TAMPA OAKS BOULEVARD
T. Y. LIN INTERNATIONAL
FARZIN ZAFARANIAN, P.E.
(813) 972-9444
TAMPA, FLORIDA 33637
SUITE 245
12802 TAMPA OAKS BOULEVARD
T. Y. LIN INTERNATIONAL
http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm
(MIDDLE SEGMENT)
BURNT STORE ROAD WIDENING INTERIM 4-LANE IMPROVEMENT
COUNTY PROJECT NO. 4088
16LEE COUNTY PROJECT MANAGER: VINCENT MILLER, P.E.
For Design Standards refer to the following web site:
http://www.fdot.gov/roadway/designstandards/standards.shtm
refer to the following web site:
For the Standard Specifications for Road and Bridge Construction
Contract Documents.
Specifications for Road and Bridge Construction, as amended by
revised Index Drawings as appended herein, and 2017 Standard
Florida Department of Transportation, 2017 Design Standards and
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
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T.Y. LIN INTERNATIONAL
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INDEX OF STRUCTURE PLANS
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
GENERAL SHEETS
B-2
WALLS
B-5
B-4
B-3
B-2
B-1
BURNT STORE ROAD OVER HERMOSA CANAL
B2-26
B2-25
B2-24
B2-23
B2-22
B2-21
B2-20
B2-19
B2-18
B2-17
B2-16
B2-15
B2-14
B2-13
B2-12
B2-11
B2-10
B2-9
B2-8
B2-7
B2-6
B2-5
B2-4
B2-3
B2-2B
B2-2A
B2-1
LOAD RATING
REINFORCING BAR LIST
SLOPE PROTECTION DETAILS
APPROACH SLAB DETAILS
TYPE V AASHTO BEAM TABLE OF VARIABLES
TYPE V AASHTO BEAM DETAILS
SUPERSTRUCTURE DETAILS (4 OF 4)
SUPERSTRUCTURE DETAILS (3 OF 4)
SUPERSTRUCTURE DETAILS (2 OF 4)
SUPERSTRUCTURE DETAILS (1 OF 4)
SUPERSTRUCTURE SECTION (2 OF 2)
SUPERSTRUCTURE SECTION (1 OF 2)
SUPERSTRUCTURE PLAN
FINISH GRADE ELEVATIONS (2 OF 2)
FINISH GRADE ELEVATIONS (1 OF 2)
INTERMEDIATE BENT DETAILS
INTERMEDIATE BENT
END BENT AND BEARING PAD DETAILS
END BENT DETAILS
END BENT WINGWALL DETAILS
END BENT 3
END BENT 1
PILE DATA TABLE
FOUNDATION LAYOUT
REPORT OF CORE BORINGS (2 of 2)
REPORT OF CORE BORINGS (1 of 2)
PLAN AND ELEVATION
STRUCTURE JACKING DETAILS
GENERAL NOTES (2 OF 2)
GENERAL NOTES (1 OF 2)
INDEX OF STRUCTURE PLANS
KEY SHEET
REINFORCING BAR LIST
WALL DATA TABLE (2 OF 2)
WALL DATA TABLE (1 OF 2)
SEAWALL DETAILS (2 OF 2)
SEAWALL DETAILS (1 OF 2)
ELEVATIONS - SEAWALLS SW-5 AND SW-6
PLAN - SEAWALLS SW-5 AND SW-6
WALL CONTROL DRAWING
BWM-8
BWM-7
BWM-6
BWM-5
BWM-4
BWM-3
BWM-2
BWM-1
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
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L O R I D AF
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FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONAL
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GENERAL NOTES (1 OF 2)
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
CONSTRUCTION SPECIFICATIONS:
DESIGN SPECIFICATIONS:
DESIGN LOADINGS:
DESIGN METHODOLOGY:
ALLOWABLE STRESSES:
LRFD
LRFD
LRFD
LRFD
LRFD
CONCRETE MATERIALS:
STRUCTURAL STEEL:
GENERAL NOTES
(-) 35 Degrees F
70 Degrees F
(+) 35 Degrees F
Designed as an Essential Bridge with n = 1.05 B.
5. Members not referenced above
4. Bearings
3. Precast Prestressed Beams
2. Cast-in-Place Substructure
1. Cast-in-Place Superstructure
Factor Design (LRFD) are as follows:
A. Structural members proportioned utilizing the Load and Resistance
B. Provide in accordance with FDOT Standard Specification Section 346.
with the applicable Design Specifications and as noted below.
A. General: Material Strengths for Design are in or to be in accordance
** Use Calcium Nitrite & Silica Fume Admixture
* Use Silica Fume Admixture
CONCRETE CONSTRUCTION:
B-3
0.025
Zone 1
75 PSF
1.33
20 PLF
225 PLF
420 PLF
150 PCF
B. Tolerances: For allowable tolerances see FDOT Standard Specifications.
4. Precast Prestressed Beams
3. Prestressed Piles
CC. External formed surfaces
BB. External surfaces cast against earth
AA. Internal Surfaces
2. Substructure (Cast-in-Place):
AA. All external and internal surfaces
1. Superstructure (Cast-in-Place):
A. CONCRETE COVER (Unless noted otherwise):
2 in.
3 in.
4 in.
4½ in.
3 in.
2 in.
= 3.0 f'c
= 0.45 f'c
= 0.6 f'c
= f'c
= 6.0 f'ci
= 7.5 f'ci
= 0.6 f'ci
= f'ci
CC. Tension:
2. Final 2 (P/S + DL)
1. Final 1 (P/S + DL + LL )
BB. Compression:
AA. Minimum 28 day Cylinder Strength at Final
B. PRECAST PRESTRESSED CONCRETE PILE
CC. Tension:
2. Final 2 (P/S + DL)
1. Final 1 (P/S + DL + LL)
BB. Compression:
AA. Minimum 28 day Cylinder Strength at Final
2. Stresses after losses have ocurred:
2. Center 70% of Design Span
1. Outer 15% of Design Span
CC. Tension
BB. Compression
AA. Minimum Cylinder Strength at Release
at time of transfer:
1. Temporary stresses before losses due to creep and shrinkage
A. PRECAST PRESTRESSED BEAMS
= 3.0 f'c
= 0.45 f'c
= 0.6 f'c
REINFORCING STEEL:
EXPANSION MATERIALS:
Specification Section 932.
A. Provide low modulus silicone joint material in accordance with Standard
B. Reinforcement to conform to ASTM A615, Grade 60.
A. Provide in accordance with FDOT Standard Specification Section 415.
in accordance with ASTM A325 unless otherwise shown.
All field connections shall be made with Ɔ" diameter high strength bolts
B. FIELD CONNECTIONS:
testing methods shall conform to AWS D10.7: 2008.
conform to AWS D1.6: 2007. Aluminum welding details, procedures and
Stainless steel welding details, procedures and testing methods shall
shall be submitted to the Engineer for approval.
to any structural steel for the purpose of attaching erection hardware
No field welding is permitted unless shown in the Plans. Field welding
optional with the fabricator, subject to AWS Requirements.
All groove welds shall be Complete Penetration (CJP). Joint detail is
inspection shall be used.
ultrasonic inspection, dye penetrant inspection and/or magnetic particle
other inspection procedures or combinations of procedures such as
verification of the weld quality. When such geometrical conditions exist,
the weld will not permit satisfactory information to be secured for
radiographically inspected, except where the geometry of the region of
on the project. Welds requiring non-destructive testing shall be
A. Welding procedures shall be submitted and approved prior to welding
Steel components may be Grade 36 unless otherwise noted.
8,500 PSI
6,000 PSI
6,000 PSI
5,500 PSI
5,500 PSI
5,500 PSI
5,500 PSI
4,500 PSI
Section 929.
Silica Fume Admixture shall comply with Standard Specification
Section 924.
D. Calcium Nitrite Admixture shall comply with Standard Specification
5. Class VI: Precast Prestressed AASHTO Beams *
4. Class V (Special): Precast Prestressed Sheet Piling **
3. Class V (Special): Precast Prestressed Piling **
DD. Cast-in-Place (Seawall Cap) **
CC. Cast-in-Place (Substructure) **
BB. Cast-in-Place (Diaphragms) *
AA. Cast-in-Place (Bridge Deck and Traffic Barriers)
2. Class IV Cast-in-Place:
AA. Approach Slabs
1. Class II Cast-in-Place:
C. Concrete (Minimum 28 day Cylinder Strength):
(PSI)
(PSI)
(PSI)
(PSI)
CC. Temperature Fall
BB. Temperature Mean
AA. Temperature Rise
Structures (Degrees Fahrenheit (F)):
1. Temperatures and temperature variations for Design of Concrete
E. THERMAL FORCES:
Wind Speed
1. Application per FDOT Structures Design Guidelines for 130 MPH
D. WIND LOADS:
BB. Acceleration Coefficient
AA. Seismic Performance
2. Design Parameters:
Guidelines.
1. Design is in accordance with the FDOT Structures Design
C. SEISMIC DESIGN:
3. Pedestrian
2. Dynamic Load with Tandem Allowance (Impact)
1. HL-93
B. LIVE LOAD:
from the design section properties.
thickness included in the dead load of the deck slab but omitted
5. The 8½" Deck thickness includes a one-half inch sacrificial
4. Stay-in-Place Forms
3. Pedestrian/Bicycle Rail (Index 820)
2. Concrete Barrier (Index 420)
1. Unit weight of reinforced concrete
A. DEAD LOADS:
January 2017, Topic Number 625-000-007 and 625-000-008.
3. FDOT Plans Preparation Manual (PPM), Volumes 1 and 2,
Structures Temporary Design Bulletins to date.
2. FDOT Structures Manual dated January 2017 and subsequent
and implemented modifications thereof.
1. AASHTO LRFD Bridge Design Specifications, 7th Edition, 2014;
A. Structure Design is in accordance with the following:
the contract plans, supplemental specifications or Special Provisions.
Construction; 2017 Edition, except as supplemented or amended by
Transportation Standard Specifications for Road and Bridge
A. Construction to be in accordance with the Florida Department of
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
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L O R I D AF
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FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONAL
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GENERAL NOTES (2 OF 2)
Finish Coating
Class 5
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TEMPLE TERRACE, FLORIDA 33637
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FAX (813) 972-9114 WWW.TYLIN.COM
B-4
CONCRETE CONSTRUCTION:
the Engineer.
joints or alterations to those shown shall require approval of
at locations indicated in the Plans. Additional construction
D. Joints in concrete: Construction Joints will be permitted only
4. All other exposed edges
3. Pier and Bent Caps
2. Beam Pedestals
1. Traffic and Sidewalk Railing
edges as follows:
C. Concrete edges: Unless otherwise specified, chamfer exposed
¾ in.
1½ in.
¾ in.
¾ in.
UTILITIES:
DIMENSIONS:
LANGUAGE:
ENVIRONMENTAL CLASSIFICATION:
STAY-IN-PLACE DECK FORMS:
PRESTRESSED CONCRETE BEAM STABILITY:
PRESTRESSED CONCRETE BEAM SHOP DRAWINGS:
GEOTECHNICAL INFORMATION:
BRIDGE NAME AND NUMBER:
POLLUTION PREVENTION:
groundwater is encountered contact the Engineer immediately.
(including suspect asbestos) release may occur, or if contaminated soil/
into surface waters. If a spill does occur or if a hazardous material
potential and pollutants (fuel, lubricants, herbicides, etc.) from spilling
management practices and containment methods will be used to prevent
substance and spill containment, reporting and response. Specify what
Provide the County with an erosion control plan that will include toxic
E. Non-stormwater discharge (including toxic substance and spill reporting):
is not working.
barrier may not interfere with channel operation while the Contractor
for pollution and erosion control during construction. Floating turbidity
D. At the completion of the project, remove any temporary material used
as specified in Section 104 of the Standard Specifications.
C. Prior to construction in or over water, provide floating turbidity barrier
for County representatives and CEI Inspectors.
B. The Contractor shall provide safe access at all times to all work areas
weather or when unattended in order to avoid damage to the structure.
A. Secure equipment properly and away from the bridge during severe
is to "furnish and install".
B. The term "provide" as used in the Plans indicates that the Contractor
is used within sentences or phrases.
the words "shall be" shall be included by inference where a colon (:)
it is directed to the Contractor, unless specifically noted otherwise;
indicative (passive) moods; where imperative language is utilized,
A. Notes in the Plans have been written in both the imperative and
Datum of 1988 (NAVD '88).
C. Elevations are in feet and are based on North American Vertical
mean temperature of 70° F.
B. All dimensions and joint openings in the structure are measured at
noted otherwise.
A. All dimensions are measured horizontally and vertically unless
near electric lines.
C. Follow all applicable OSHA Safety Regulations concerning working
B. Verify location of utilities before commencing construction.
For additional information, reference roadway and utility plans.
A. Utilities shown in the bridge plans are at approximate locations.
incorporated into a fully completed superstructure.
transportation and erection prior to such time that the beams are
external stability of bridge beams throughout all phases of fabrication,
installation and use of temporary measures to maintain both internal and
Contractor is fully and solely responsible for the consideration, design,
A. Unless otherwise specifically provided for in the contract Plans, the
CONCRETE SURFACE FINISH NOTES:
of the metal forms and the concrete required to fill the form flutes.
allowance of 20 psf over the projected plan area includes the weight
A. Stay-in-Place deck forms will be permitted on this project. Design
beams and all exposed surfaces of bents.
at exterior beams, external face of exterior
deck slab (coping) and underside of deck overhang
face of outside traffic barriers, exterior edge of
exposed concrete surfaces of exterior vertical
B. "Class 5 Finish Coating" shall be applied to all
Specifications unless noted otherwise.
A. Finish in accordance with article 400-15.2 of the
GENERAL NOTES
TYPICAL SECTION
BID ITEM NOTES:
B. Location: Coastal
2. Substructure: Extremely Aggressive
1. Superstructure: Moderately Aggressive
At Hermosa Canal:
2. Substructure: Extremely Aggressive
1. Superstructure: Extremely Aggressive
At Gator Slough Canal:
2. Substructure: Extremely Aggressive
1. Superstructure: Moderately Aggressive
At Arroz Canal:
2. Substructure: Extremely Aggressive
1. Superstructure: Moderately Aggressive
At Horseshoe Canal:
A. Description:
Burnt Store Road over Gator Slough Canal 124140
Burnt Store Road over Arroz Canal 124139
Burnt Store Road over Horseshoe Canal 124138
Burnt Store Road over Hermosa Canal 124137
NUMBER NAME
in accordance with the Traffic Railing Design Standards:
Place the following bridge names and numbers on the traffic railings
7. Concrete Sheet Pile Design Document dated January 13, 2016.
6. Hermosa Canal Report dated February 13, 2017.
5. Concrete Sheet Pile Design Document dated September 3, 2014.
4. Retaining Wall Report dated October 21, 2010.
3. Gator slough Canal Report dated August 15, 2010.
2. Arroz Canal Report dated september 15, 2010.
1. Horseshoe Canal Report dated May 5, 2008.
Geotechnical Structures report as Indicated below.
A. SPT Boring locations shown in these Plans were taken from Ardaman and Associates
approval.
A. Provide shop drawings for all prestressed concrete beams for review and
installation shall be covered under this pay item.
associated with vibration and settlement monitoring during pile
B. Pay Item No. 455-18, Protection of Existing Structures- All costs
shall be covered under this pay item.
with removal of existing seawall and anchor system at Hermosa Canal
A. Pay Item No. 110-1-1, Clearing and Grubbing - All costs associated
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
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P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONAL
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STRUCTURE JACKING DETAILS
(Typ.)
2'-2" Max.
¡ Jack ¡ Jack
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
JACKING ASSEMBLY DETAIL
1
1
2
2
End Bent 1
End Bent 3
Bent 2
Bent 2
SPAN LOCATION
DL (TON)DL (TON)
1
1
2
2
End Bent 1
End Bent 3
Bent 2
Bent 2
SPAN LOCATION
DL (TON)DL (TON)
1
1
2
2
End Bent 1
Bent 2
Bent 2
SPAN LOCATION
DL (TON)DL (TON)
B-5
End Bent 43
3 Bent 3
Bent 3
(Typical at all locations)
been excluded from the jacking loads at the end of each beam.
4. The required jack capacity shall include the sum of dead loads. The live loads have
plate and bottom of diaphragm.
3. Provide beveled shim plates to maintain level contact surface between jack loading
on concrete to allowable values.
2. Provide locking rings on jacks and provide base plates to limit bearing stresses
beams is not permitted.
a maximum ¼" vertical clearance for bearing replacement. Any differential between
Jacks shall be placed adjacent to beams and engaged simultaneously to provide
1. Jacking shall occur between bottom of concrete diaphragms and top of bent cap.
JACKING NOTES:
Anticipated Jacking Load (Ton) = Maximum Dead Load
INTERIOR BEAM
TYPICAL
EXTERIOR BEAM
TYPICAL
INTERIOR BEAM
TYPICAL
EXTERIOR BEAM
TYPICAL
INTERIOR BEAM
TYPICAL
EXTERIOR BEAM
TYPICAL
BRIDGE NO. 124140
MAXIMUM DESIGN JACKING LOADS PER EACH BEAM END
BRIDGE NO. 124139
MAXIMUM DESIGN JACKING LOADS PER EACH BEAM END
BRIDGE NO. 124138
MAXIMUM DESIGN JACKING LOADS PER EACH BEAM END
75
75
75
75
70
70
70
70
46
46
46
46
42
42
42
42
46
46
42
42
42
42
42
42
46
46
46
46
1
1
2
2
End Bent 1
End Bent 3
Bent 2
Bent 2
SPAN LOCATION
DL (TON)DL (TON)
INTERIOR BEAM
TYPICAL
EXTERIOR BEAM
TYPICAL
BRIDGE NO. 124137
MAXIMUM DESIGN JACKING LOADS PER EACH BEAM END
73
73
73
73
65
65
65
65
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
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L O R I D AF
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FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
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PLAN AND ELEVATION
Seawall SW-5 Seawall SW-6
R/W Line
� Intermediate Bent 2
Span 2
97'-11"
Approach Slab
30'-0"
Span 1
97'-11"
Bridge Length = 195'-10"
Approach Slab
30'-0"
Guardrail (Typ.)
FFBW End Bent 1
Begin Bridge
FFBW End Bent 3
End Bridge
Piles (Typ.)
24" Sq. Conc.
Sta. 1216+00.17
FFBW End Bent 1
Begin Bridge
Sta. 1215+70.17
Begin Approach Slab Sta. 1216+98.08
¡ Intermediate Bent 2Sta. 1217+95.99
FFBW End Bent 3
End Bridge
Sta. 1218+25.99
End Approach Slab
90°00'00" (Typ.)
31'-
0"
PGL RT
3 Lanes
@ 12'-
0"
Railin
g
1'-
0"
Sw
k.
10'-
0"
Shldr
10'-
0"
Barrier"
21
1'-
6
Approach Slab
30'-0"
(Out to
Out)
"2
165'-
6
Wingwall (Typ.)
Weir Crest EL. 2.37
Piling (Typ.)
Conc. Sheet
8'-0" MVC (Typ.)
Channel Bottom
Min.
14'-0"
1'-
6"
5'-
6"
Shldr.
1237.82' VC
Water Edge
Water Edge
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:11:34 PM c:\bms\tyli-pw\[email protected]\dms18522\B2PlanElev01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
30
20
10
0
-10
30
20
10
0
-10
Weir Crest EL. 2.37
Hermosa Canal
(Typ.)
1:2
1216 1217 1218
Direction of Stationing
ELEVATION
PLAN
N 2°14'23" E
BRIDGE NO. 124137
1:2
MHW EL. 2.5
MLW EL. -0.5
100 Yr. EL. 7.21:2
E E E E
EJEJ
B2-1
Sta. 1216+00.17
Begin Bridge
Sta. 1217+95.99
End Bridge
VERTICAL CURVE DATA
Design Speed = 55 MPH
Design Hour T = 6 %
K = % D = 50% T = 6 % (24 Hour)
Estimated Design Year = 2036 AADT = 30,313
Estimated Opening Year = 2016 AADT = 15,925
Current Year = 2015 AADT = 15,206
TRAFFIC DATA
EJ Deck Expansion Joint
SPT Boring Location
LEGEND:
Barrier
EL.
14.9
80
PC Sta.
1210
+81.0
9
EL.
30.4
50
PI Sta.
1217
+00.0
0
EL.
14.9
80
PT Sta.
1223
+18.9
1
(+)2.50
0%(-)2.500%
SPT-14 SPT-11
7/20/17
FOUNDATION LAYOUT
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
¡ Const. Burnt Store Rd.
R/W Line
1'-0"
¡ Piles
PGL RT 31'-
0"
FFBW
Sta. 1216+00.17
FFBW End Bent 1
Begin Bridge
Sta. 1216+98.08
Intermediate Bent 2
¡ Piles
Sta. 1217+95.99
FFBW End Bent 3
End Bridge
90°0'0"
FFBW
1'-0"
"4
311
5 S
pa.
@ 11'-
6"
= 57'-
6"
"4
311
5 S
pa.
@ 11'-
6"
= 57'-
6"
"4
311
5 S
pa.
@ 11'-
6"
= 57'-
6"
PLAN
1216 12181217
Direction of Stationing
Concrete Test Pile Location
Denotes 24" Sq. Prestressed
Concrete Pile Location
Denotes 24" Sq. Prestressed
SPT Boring Location
LEGEND:
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
N 2°14'23" E
B2-3
12191215
Weir Crest EL. 2.37
Hermosa Canal
the BWM Wall sheets for information on these walls.
5. The new seawall and tie back system is not shown on this sheet. See
Existing Structures. See General Notes sheets for further details.
driving and shall be paid for under Item No. 455-18, Protection of
4. Vibration and settlement monitoring shall be conducted during pile
3. All pile offsets are taken at the pile geometric centroid.
Index No. 20624 for details of 24" sq. prestressed concrete piles.
2. See 2017 FDOT Design Standards with January 1, 2017 Modifications,
1. Work this sheet with Pile Data Table Sheet.
NOTES:
SPT-11SPT-14
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:11:41 PM c:\bms\tyli-pw\[email protected]\dms18522\B2FoundLay01.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
PILE DATA TABLE
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:11:47 PM c:\bms\tyli-pw\[email protected]\dms18522\B2FoundLay02.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
PILE DATA TABLE
DESIGN CRITERIAINSTALLATION CRITERIA
(in.)
SIZE
PILE
(tons)
RESISTANCE
BEARING
NOMINAL
(ft.)
ELEVATION
TIP
MINIMUM
(ft.)
ELEVATION
JET
REQUIRED
(tons)
DRAG
DOWN
(tons)
RESISTANCE
SCOUR
TOTAL
(tons)
RESISTANCE
SCOUR
NET
(ft.)
ELEVATION
SCOUR
100-YEAR
ELE
VA
TIO
N (ft.)
SC
OU
R
LO
NG T
ER
M
FA
CT
OR
�
RE
SIS
TA
NC
E
(tons)
RESISTANCE
TENSION
(ft.)
ELEVATION
PREFORM
REQUIRED
(tons)
LOAD
DESIGN
FACTORED
End Bent 1 24
24End Bent 3
24Bent 2
PILE CUT-OFF ELEVATIONS
PILE 1 PILE 6PILE 5PILE 4PILE 3PILE 2
extreme event loading.
LONG TERM SCOUR ELEVATION - Estimated elevation of scour used in design for
storm event.
100-YEAR SCOUR ELEVATION - Estimated elevation of scour due to the 100 year
to the scour elevation.
required preformed or jetting elevation
resistance provided by the soil from the
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
(Specify only when design requires tension capacity).
the 100 year scour elevation to resist pullout of the pile
TENSION RESISTANCE - The ultimate side friction capacity that must be obtained below
Factored Design Load + Net Scour Resistance + Down Drag
Ø≤ Nominal Bearing Resistance
235
235
383
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/AN/A
N/A
N/AN/A
N/A
N/A
0.75
0.75
0.75
176
176
287
-15
-15
-15
-86
-86
-107
B2-4
13.788 13.555 13.322 13.089 12.856 12.624
13.803 13.570 13.337 13.104 12.871 12.639
12.33512.56512.79513.485 13.255
NUMBER
BENT
(ft.)
LENGTH
PILE
* TEST **
N/A
N/A
N/A
* Test pile length shown is for each test pile as shown on foundation plan sheet.
** Required preformed elevation is from top of existing ground.
PILE INSTALLATION NOTES:
135 13.025
115
115
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
suitability of the proposed pile driving hammer for the project specific conditions.
The Contractor is reminded of the requirement to perform a WEAP Analysis to determine the
for this project, unless otherwise authorized by the Engineer.
performed by the Engineer on all test and production piles. Pile splices are not allowed
material at the site may result in High Pile Rebound during driving. 100% PDA will be
It is the County's experience that depending on pile driving equipment, the subsurface
existing weir structure, preformed pile holes to the elevation of -15 foot NGVD is required.
To reduce the negative impact of ground vibration and associated risks of damaging
the Specifications.
existing ground line shall be wrapped with polyethylene sheeting per Section 459 of
settlement of approach embankment, portions of the end bent piles that are above
Due to the potential of negative skin friction (down drag) loads due to anticipated
Standard Specifications.
utilizing Pile Driving Analyzer (PDA) in accordance with Section 455 of the FDOT
Take continuous dynamic measurements during driving of all test and production piles
outward.
At each Pier, the pile driving is to commence at the center of the Bent/Pier and proceed
No jetting will be allowed without the approval of the Engineer.
responsible for determination of the required driving resistance.
or preforming elevations differ from those shown on the table, the Engineer shall be
and continue to operate at this elevation until the pile driving is completed. If jetting
When a required jetting elevation is shown, the jet shall be lowered to the elevation
Minimum Tip Elevation is required for lateral stability and geotechnical concerns.
Contractor to verify location of all utilities prior to any pile driving.
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
"435'-0 "4
35'-0
END BENT 1
PGL RT
Sta. 1216+00.17
FFBW End Bent 1
Begin Bridge
31'-0"
FFBW
� Bearing
� Piles4'-
0"
3'-
0"
1'-
0"
1'-
0"
EL. G
EL. A
(Typ.)
6E08 Dowel
� Beam 1-1� Beam 1-2� Beam 1-3� Beam 1-4� Beam 1-5� Beam 1-6
EL. C, D
Burnt Store Rd.
� Const.
EL. H
EL. B
EL. E, F
(Typ.)
16'-
0"
5 Spa. @ 11'-6" = 57'-6"
"2
11'-
3
7E16 & 7E17 @ 6" (FF)
4E18 & 4E19 @ 1'-0" (NF)
1'-0"
"2
14
" (E
F)
43
9~4
E13
@ 9
"2
14
" (E
F)
43
11~4
E14
@ 9
"2
17
Typ. Ea. Corner
6~5E12 @ 1'-0"
"433
"412'-8
1'-0" 2'-9" 8'-9" 8'-9"2'-9" 2'-9" 2'-9"
"412'-8
1'-0"
Pile Spacing
Beam &
90°00'00"
Approach Slab
Outline of
Pedestal (Typ.)
AASHTO Type V
(Typ.)
4"
Min.
(Typ.)
1'-
0"
Min.
Concrete Pile (Typ.)
� 24" Sq. Prestressed
"2167'-7
"2167'-7
8'-9" 2'-9" 8'-9" 2'-9"
16-6E08 Dowels @ 4'-0" = 60'-0"
"431'-3131-5E10 & 5E09 @ 6" = 65'-0" (EF)
(Typ. Btwn. Piles)
3-5E04
9"9"1'-3" 1'-3"
Over Piles (Typ.)
3-5E06
1'-3""214
4-10E016E11 (EF)
EL. H
EL. D
EL. B
EL. E
EL. A
EL. G
EL. C
EL. F
See Detail "E"
1'-0" (Typ.)
(Typ.)
1'-
0"
5E10
5E09
(EF)
6-6
E07
Splice
4'-6"
Splice
3'-2"
"431'-3
8'-9"
"433'-9"4
33'-9
7-10E027-10E03
(Typ. Btwn. Piles)
19 Pairs~5E05 @ 6"
"4311
7 Pairs~5E05 @ 6" Max.
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:11:54 PM c:\bms\tyli-pw\[email protected]\dms18522\B2EndBent01.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
DETAIL "E"
PLAN
ELEVATION
B
B
C
C
Dir
ectio
n of Statio
nin
g
END BENT 1 ELEVATIONS
A
A
Slope: 0.02 Ft/Ft
LOC. ELEV. PEDESTAL ELEV.
A
B
C
D
E
F
G
H
� Beam 1-1
� Beam 1-2
� Beam 1-3
� Beam 1-4
� Beam 1-5
� Beam 1-6
B2-5
D
D
(Typ. @ Ends)
2. For View C-C and D-D, see End Bent Wingwall Details.
1. For Section A-A and B-B, see End Bent Details.
NOTES:
20.133
21.430
21.223
21.291
22.520
22.587
14.537
15.850
14.980
15.220
15.450
15.680
15.910
16.130
(Typ.)
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
END BENT 3
"435'-0"4
35'-0
PGL RT
31'-0"
FFBW
� Bearing
� Piles
4'-
0"
3'-
0"
1'-
0"
1'-
0"
"2
11'-
3
EL. G
EL. A
� Beam 2-1 � Beam 2-2 � Beam 2-3 � Beam 2-4 � Beam 2-5 � Beam 2-6
EL. C, D
EL. H
EL. B
EL. E, F
(Typ.)
16'-
0"
5 Spa. @ 11'-6" = 57'-6"
Burnt Store Rd.
� Const.
7E16 & 7E17 @ 6" (FF)
4E18 & 4E19 @ 1'-0" (NF)
1'-0"
"2
14
" (E
F)
43
9~4
E13
@ 9
"2
14
" (E
F)
43
11~4
E14
@ 9
"2
17
Typ. Ea. Corner
6~5E12 @ 1'-0"
"433
"412'-8
1'-0"2'-9"8'-9"8'-9" 2'-9"2'-9"2'-9"
"412'-8
1'-0"
Pile Spacing
Beam &
Pedestal (Typ.)
AASHTO Type V
(Typ.)
4"
Min.
(Typ.)
1'-
0"
Min.
Concrete Pile (Typ.)
� 24" Sq. Prestressed
"2167'-7
"2167'-7
8'-9"2'-9"8'-9"2'-9"
16-6E08 Dowels @ 4'-0" = 60'-0"
"431'-3 131-5E10 & 5E09 @ 6" = 65'-0" (EF)
9" 9" 1'-3"1'-3" 1'-3" "214
4-10E016E11 (EF)
EL. H
EL. D
EL. B
EL. E
EL. A
EL. G
EL. C
EL. F
See Detail "E"
1'-0" (Typ.)
(Typ.)
1'-
0"
5E10
5E09
(EF)
6-6
E07
Splice
4'-6"
"431'-3
8'-9"
90°00'00"
Sta. 1217+95.99
FFBW End Bent 3
Begin Bridge
Approach Slab
Outline of
Over Piles (Typ.)
3-5E06
(Typ. Btwn. Piles)
3-5E04
"433'-9"4
33'-9
7-10E037-10E02
"4311
Splice
3'-2"
(Typ. Btwn. Piles)
19 Pairs~5E05 @ 6"
7 Pairs~5E05 @ 6" Max.
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:11:58 PM c:\bms\tyli-pw\[email protected]\dms18522\B2EndBent02.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
DETAIL "E"
B2-6
PLAN
ELEVATION
C
C
Slope: 0.02 Ft/Ft
D
D
(Typ. @ Ends)
Dowel (Typ.)
6E08
BA
BA
Dir
ectio
n of Statio
nin
g
END BENT 3 ELEVATIONS
LOC. ELEV. PEDESTAL ELEV.
A
B
C
D
E
F
G
H
� Beam 2-1
� Beam 2-2
� Beam 2-3
� Beam 2-4
� Beam 2-5
� Beam 2-6
2. For View C-C and D-D, see End Bent Wingwall Details.
1. For Section A-A and B-B, see End Bent Details.
NOTE:20.148
21.445
21.360
21.305
22.657
22.602
14.552
15.865
14.995
15.235
15.465
15.695
15.925
16.145
(Typ.)
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
END BENT WINGWALL DETAILS
Railing (Index 820)
Pedestrian/Bicycle
Wall
2'-
3"
"4
35'-
1
Wingwall
Top of
2" Deck Jt.
FFBW
"214 "2
14
7'-0"9'-0"
FFBW
2" Deck Jt.
Wingwall
Top of
"214"2
14
7'-0" 9'-0"
@ 6" (F
F)
9-7
E17 3
"
Wall
2'-
8"
"4
35'-
1
8" 1½"
Const. Jt. Req'd.
1'-0"
Cheek Wall
Bridge Deck
8½"
8" 1½"
1'-0"
Approach Slab
Wingwall
and Cheek WallFiller btwn. Deck ½" Preformed Joint
see FDOT Index 20900
or rapid cure silicon,
1" Deep poured rubber
see FDOT Index 20900
or rapid cure silicon,
1" Deep poured rubber
and Cheek WallFiller btwn. Deck ½" Preformed Joint
@ 6" (F
F)
9-7
E17
Const. Jt. Req'd.
@ 6" (F
F)
10-7
E16
@ 6" (F
F)
10-7
E16
(1 Ea. Face)
2~4E15 (1 Ea. Face)
2~4E15
Total = 22
11~4E14 @ 9¾" (EF)
Total = 22
11~4E14 @ 9¾" (EF)
Total = 18
9~4E13 @ 9¾" (EF)
Total = 18
9~4E13 @ 9¾" (EF)
1'-
0"
6"
1'-
0" (N
F)
5~4
E19
@
1'-
0" (N
F)
5~4
E19
@
(Index 420)
Traffic Railing
32" F-Shape
2'-
8"
Railin
g
@
West
2'-
3"
Parapet
@ East
2'-
8"
Railin
g
@
West
2'-
3"
Parapet
@ East
6"
3"
"217 "2
17
1'-
0" (N
F)
5~4
E18
@
1'-
0" (N
F)
5~4
E18
@
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:03 PM c:\bms\tyli-pw\[email protected]\dms18522\B2EndBentDet01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
SECTION A-A SECTION B-B
Direction of Stationing Direction of Stationing
@ 70° FF
E C
@ 70° F
D
B
B
A
A
A
A
B
B
NF = Near Face
FF = Front Face
EF = Each Face
LEGEND:
B2-7
" Cl.214 " Cl.2
14
(Typ.)
" Cl.214
(Typ.)
" Cl.214
and Note 5.
Sheet B2-18, FDOT Index 21110
For Deck Joint Detail, see
VIEW C-C EAST WINGWALL VIEW D-D WEST WINGWALL
PRELIMINARY AND SUBJECT TO CHANGE
100% SUBMITTAL
Sidewalk Detail).
slip resistant Sidewalk Cover Plates as detailed in FDOT Index 21110 (Flush
5. At End Bent 1 and End Bent 3 Expansion Joint within sidewalk, furnish ¼" thick
4. For Aluminum Pedestrian/Bicycle Bullet Railing Details, see FDOT Index 822.
3. For Pedestrian/Bicycle Railing Details, see FDOT Index 820.
Elevation Sheets.
2. For Wingwall Elevations, see tables on End Bent 1 and End Bent 3 Plan and
1. Work this sheet with End Bent 1 and End Bent 3 Plan and Elevation Sheets.
NOTES:7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
END BENT DETAILS
3'-
0"
9"
" Chamfer (Typ.)43"x4
3
9"
1'-
6"
FFBW
4"
Min.
Varie
s
Bottom Bars Layout
4'-0"
"215 "4
34
"8
55
"434 "4
34 9" "215
6E08
1'-0" 1'-0" 2'-0"
4'-0"
� Piles
¡ End Bent
"215(T
yp.
Each Face)
6E
07
@ 1'-
0"
Max.
5E09
5E10
2 ~ 10E01
5E04
2 ~ 6
E11 (E
F)
5E06
3'-
0"
9"
1'-
6"
FFBW
4'-0"
"215 "4
34
"8
55
"434 "2
15
6E08
1'-0" 1'-0" 2'-0"
4'-0"
� Piles
¡ End Bent
"215"2
15(Typ.
Each Face)
6E
07
@ 1'-
0"
Max.
5E09
5E10
2 ~ 10E01
" Chamfer (Typ.)43"x4
3
Bottom Bars Layout
2 ~ 10E01
2 ~ 6
E11 (E
F)
5E05
CJ Permitted
"215
(Typ.)
4" Cl.
See Note 4
"4
35
3 E
q.
Spa.
3 E
q.
Spa.
2"
Cl.
Min.
Em
bed.
1'-
3"
Min.
Lap
2'-
2"
Min.
Lap
2'-
2"
Min.
Em
bed.
1'-
3"
5E09
"4
35
"434 9"9"
5E04
"434
"434
2 ~ 10E01
@ Eq. Spa. (Top)
7~10E02 and 10E03
@ Eq. Spa. (Top)
7~10E02 and 10E03
(Typ.)
4" Cl.
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:08 PM c:\bms\tyli-pw\[email protected]\dms18522\B2EndBentDet02.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
SECTION B-B
B2-8
SECTION A-A
" Cl.214
" Cl.214
4. For Pedestal Details, see Sheet B2-9.
3. For elastomeric pad details see Superstructure Details and Sheet B2-9.
2. All tension field splices should be staggered.
1. Work this sheet with End Bent 1 and End Bent 3 Plan and Elevation sheets.
NOTES:
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
END BENT AND BEARING PAD DETAILS
2'-
0"
(Typ.)
"2
11'-
3
2'-
0"
4'-
0"
1'-
0"
3'-
0"
2'-9"
90° (Typ.)
Pad Type B
2'-0"
4"
Min.
Varie
s
2"
Cl.
Level
CJ Permitted
Min.
1'-
0"
4E20 (Typ.)
"4
33
"4
33
"433 "4
33
FFBW
� Piles
¡ End Bent
¡ Bearing
¡ Bearing Pad
¡ Beam
(Typ.)
"214
" (T
yp.)
21
3
" S
pa.
21
4~4
E21
@ 9
4~4E20 @ 8½"
4E21
"2
18
1'-
2"
"2
11'-
1
(See Note 1)
PAD TYPE
where bearing plates are required.
* See 'TABLE OF BEAM VARIABLES' on Sheet B2-22 for locations
BEARING PAD NOTES:
Pad
¡ Bearing
required)
Layer (Typ.) (3 layers
" Internal Elastomer21
Steel Plates
4 ~ 10 Gage
¡ Bearing Pad
¡ Beam and
¡ Bearing Pad
¡ Bearing and
Bearing Pad
Elastomeric
Composite
or End Bent
Face of Cap
End Diaphragms)
for Cast-In-Place
Filler (required
Preformed Joint
Bearing Pad
Elastomeric
Composite
(Typ.)
"214
DIMENSIONS
BEARING PAD
DIMENSIONS
*BEARING PLATE
V (AASHTO)
TYPE B PADTYPICAL SECTION
PARTIAL PLAN
(Skew = 0°)
PARTIAL SIDE ELEVATION
(ALONG ¡ BEARING)
or ¡ Pier or Bent
Front Face of Backwall
2% finish the Beam Seat level and provide Beveled Bearing Plates.
parallel to the bottom of the beam. For beam grades greater than
3. For beam grades less than or equal to 2% finish the Beam Seat
Type 1.
2. Steel Plates in bearing pads shall conform to ASTM A1011 Grade 36,
1. Neoprene in bearing pad Type B shall have a shear modulus (G) of 110 psi.
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:13 PM c:\bms\tyli-pw\[email protected]\dms18522\B2EndBentDet03.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
Dir
ectio
n of Statio
nin
g
PEDESTAL PLAN
PEDESTAL ELEVATION
B2-9
BEAM TYPE C DL W
2'-0"1'-2" 1'-4" 2'-4"(G=110psi)
B
W
L
Cover (Typ.)
" Elastomer41
(Typ.)
"8
1
L or W
See Detail "C"Layer (Typ.)
" Elastomer Cover41
"16
92
L
90°
Prestressed Beam
4" Min.
(Typ.)
2" min. (Typ.)W
(Typ.)
" Min.212
"81
"163
"8
1
Varies"212
Min.
K1 or K2
J
¡ Bearing
2. For more elastomeric pad details see Superstructure Details sheets.
1. Work this sheet with End Bent 1 & End Bent 3 Plan and Elevation sheets.
NOTES:
BEARING PAD PLAN
DETAIL "C"
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Sta. 1216+98.08
� Bent 2
PGL RT
� Piles
� Cap
Concrete Pile (Typ.)
� 24" Sq. Prestressed
Pedestal (Typ.)
AASHTO Type V
Burnt Store Rd.
� Const.
� Beam 1-2 � Beam 1-3 � Beam 1-4 � Beam 1-5 � Beam 1-6� Beam 1-1
� Beam 2-2 � Beam 2-3 � Beam 2-4 � Beam 2-5 � Beam 2-6� Beam 2-1
INTERMEDIATE BENT
� Bearing
"2165'-6
(Typ.)
"211'-4
(Typ.)
"211'-4
(Typ.)
2'-9"
4'-
0" 2'-
0"
2'-
0"
3'-
6"
(Typ.)
4"
Min.
Em
bed
ment
1'-
0"
Min.
"414'-0
1'-
1"
1'-
1"
EL. A
EL. B
6"6""4
31'-2
(Typ.)
5"
"414'-0
90°00'00" (Typ.)
Between Piles)
3~5P08 (Typ.
Splice
4'-6"7~8P02
7~8P03
5P05 @ 9"
4 ~ Pairs
7P04
5 Spa. @ 11'-6" = 57'-6"
90°00'00"
31'-0"
Splice
3'-6"
Piles (Typ.)
3 ~ 5P06 Over
1'-3" 1'-3"
5P05 @ 9"
13 ~ Pairs
4~10P01
10P01, 8P02, 8P03 & 7P04
4~5P07 Paired with
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:17 PM c:\bms\tyli-pw\[email protected]\dms18522\B2Pier01.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
PLAN
ELEVATION
Dir
ectio
n of Statio
nin
g
Spacing
Pile and Beam
B2-10
A
A
Slope: 0.02 Ft/Ft
B
B
(Typ. @ Ends)
for Section A-A and B-B
See Intermediate Bent Details
NOTE:
(Typ. Between Piles)
(Typ.)
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
3'-
6"
Em
bed
ment
1'-
0" (Min.)
Pedestal (T
yp.)
4"
Min.
¡ Cap
2'-0" 2'-0"
4'-0"
Concrete Pile
¡ 24" Sq. Prestressed
¡ Beam
(Typ.)
2'-9"
(Typ.)
"211'-4
(Typ.)
"211'-4
Pedestal
¡ Piles
¡ Bearing
¡ Bearing3'-
6"
Em
bed
ment
1'-
0" (Min.)
¡ Cap
2'-0" 2'-0"
Concrete Pile
¡ 24" Sq. Prestressed
4'-0"
INTERMEDIATE BENT DETAILS
(Typ.)
4" Cl.
(Typ.)
4" Cl.
(Typ.)
"415
"415 "4
15
Eq. Spa. (EF)
7P04 @
Eq. Spa. (EF)
7P04 @
3~5P08
(Typ.)
5ƅ"
5ƅ"
Clr.
2"
Em
bed
ment
1'-
0"
Min.
Detail
Elevation
Pedestal
See
1'-
1"
11"
4'-
0"
4"
Min.
4P10 (Typ.)
2"
2"
2" 2"
11"
1'-
1"
6 E
q.
Spa.
4 Spa. @ 7¼"
ea. side
2~10P01
3~5P08
5P05
5P06
4P09
4P10
4P09
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:22 PM c:\bms\tyli-pw\[email protected]\dms18522\B2PierDet01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
LOC. ELEV.
ELEV.
ELEVATIONS
PEDESTAL
PEDESTAL
B
A
PEDESTAL ELEVATION
PEDESTAL PLAN
SECTION A-A
SECTION B-B
linearly between elevations at cap face.
at cap face. Pedestals must be sloped
Pedestal elevations given are located
NOTE:
B2-11
ELEVATIONS
BENT 2
(AASHTO Type V Pedestals)
(AASHTO Type V Pedestals)
and 8P03
7~8P02
and 8P03
7~8P02
¡ Beam 2-6
¡ Beam 2-5
¡ Beam 2-4
¡ Beam 2-3
¡ Beam 2-2
¡ Beam 2-1
¡ Beam 1-6
¡ Beam 1-5
¡ Beam 1-4
¡ Beam 1-3
¡ Beam 1-2
¡ Beam 1-1
15.176
15.416
15.646
15.876
16.106
16.326
15.175
15.416
15.646
15.876
16.106
16.325
ea. side
2~10P01
14.734
16.045
" Clr.214
" Clr.214
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
� Bearing � Bearing � Bearing� Bearing
Burnt Store Rd.
� Const.
PGL RT
= 30'-0"
4 Equal Spaces 12 Equal Spaces = 97'-11" 12 Equal Spaces = 97'-11"
= 30'-0"
4 Equal Spaces
31'-
0"
PGL RT
FINISH GRADE ELEVATIONS (1 OF 2)
BRIDGE NO. 124137
LOCATION
BEGIN BRIDGE APPROACH SLAB
APPROACH
BEGIN1 2 3
LC 22.435 22.474 22.510 22.543
LG 22.405 22.443 22.479 22.512
PGL RT 22.375 22.413 22.449 22.482
RG 21.375 21.413 21.449 21.482
RSG 21.140 21.179 21.215 21.248
RC 21.125 21.163 21.199 21.232
BRIDGE NO. 124137
LOCATION
END BRIDGE APPROACH SLAB
1 2 3APPROACH
End
LC 22.560 22.527 22.492 22.455
LG 22.529 22.496 22.461 22.424
PGL RT 22.499 22.466 22.431 22.394
RG 21.499 21.466 21.431 21.394
RSG 21.265 21.232 21.197 21.160
RC 21.249 21.216 21.181 21.144
Sta. 1217+95.99
FFBW End Bent 3
End Bridge
Sta. 1218+25.99
End Approach Slab
Sta. 1215+70.17
Begin Approach Slab
Sta. 1216+00.17
FFBW End Bent 1
Begin Bridge
Sta. 1216+98.08
Intermediate Bent 2
Left Coping
Left Gutter
Right Gutter
Right Sidewalk Gutter
Right Coping
� Beam 1-1
� Beam 1-2
� Beam 1-3
� Beam 1-4
� Beam 1-5
� Beam 1-6
� Beam 2-1
� Beam 2-2
� Beam 2-3
� Beam 2-4
� Beam 2-5
� Beam 2-6
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:27 PM c:\bms\tyli-pw\[email protected]\dms18522\B2FinishGrEL01.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
Direction of Stationing
321321
N 2°14'23" E
1216 1217 1218
1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11
PLAN
LC
LG
RG
Right Coping
Gutter
Right Sidewalk
Right Gutter
Left Gutter
Left Coping
LEGEND:
RC
RSG
LCLG RG
RC
RSG
FINISH GRADE ELEVATION POINTS
APPROACH SLAB SECTION SHOWING
B2-12
7/20/17
FINISH GRADE ELEVATIONS (2 OF 2)
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Burnt Store Rd.
� Const.
31'-0"
� Beam 1 � Beam 2 � Beam 3 � Beam 4 � Beam 5 � Beam 6
PGL RT
LOCATION
FINISH GRADE ELEVATIONS - SPAN 1 (BRIDGE NO. 124137)
EB1
FFBW
BEARING
¡1 2 3 4 5 6 7 8 9 10 11
BEARING
¡
LC 22.575 22.580 22.606 22.635 22.661 22.685 22.705 22.724 22.739 22.752 22.762 22.769 22.774 22.776
LG 22.544 22.549 22.575 22.604 22.630 22.654 22.675 22.693 22.708 22.721 22.731 22.738 22.743 22.745
PGL RT 22.514 22.519 22.545 22.574 22.600 22.624 22.645 22.663 22.678 22.691 22.701 22.708 22.713 22.715
¡ BEAM 1-1 22.494 22.499 22.526 22.555 22.581 22.604 22.625 22.643 22.659 22.671 22.681 22.689 22.693 22.695
¡ BEAM 1-2 22.264 22.269 22.296 22.325 22.351 22.374 22.395 22.413 22.429 22.441 22.451 22.459 22.463 22.465
¡ BEAM 1-3 22.034 22.039 22.066 22.095 22.121 22.144 22.165 22.183 22.199 22.211 22.221 22.229 22.233 22.235
¡ BEAM 1-4 21.804 21.809 21.836 21.865 21.891 21.914 21.935 21.953 21.969 21.981 21.991 21.999 22.003 22.005
¡ BEAM 1-5 21.574 21.579 21.606 21.635 21.661 21.684 21.705 21.723 21.739 21.751 21.761 21.769 21.773 21.775
RG 21.514 21.519 21.545 21.574 21.600 21.624 21.645 21.663 21.678 21.691 21.701 21.708 21.713 21.715
¡ BEAM 1-6 21.344 21.349 21.376 21.405 21.431 21.454 21.475 21.493 21.509 21.521 21.531 21.539 21.543 21.545
RSG 21.280 21.285 21.311 21.340 21.366 21.390 21.410 21.429 21.444 21.457 21.467 21.474 21.479 21.481
RC 21.264 21.269 21.295 21.324 21.350 21.374 21.395 21.413 21.428 21.441 21.451 21.458 21.463 21.465
LOCATION
FINISH GRADE ELEVATIONS - SPAN 2 (BRIDGE NO. 124137)
BENT 2
¡
BEARING
¡1 2 3 4 5 6 7 8 9 10 11
BEARING
¡
EB3
FFBW
LC 22.776 22.776 22.775 22.772 22.766 22.757 22.745 22.731 22.714 22.695 22.673 22.648 22.620 22.595 22.590
LG 22.745 22.745 22.744 22.741 22.735 22.726 22.714 22.700 22.683 22.664 22.642 22.617 22.589 22.564 22.559
PGL RT 22.715 22.715 22.714 22.711 22.705 22.696 22.684 22.670 22.653 22.634 22.612 22.587 22.559 22.534 22.529
¡ BEAM 2-1 22.695 22.695 22.695 22.691 22.685 22.676 22.665 22.651 22.634 22.614 22.592 22.567 22.540 22.514 22.509
¡ BEAM 2-2 22.465 22.465 22.465 22.461 22.455 22.446 22.435 22.421 22.404 22.384 22.362 22.337 22.310 22.284 22.279
¡ BEAM 2-3 22.235 22.235 22.235 22.231 22.225 22.216 22.205 22.191 22.174 22.154 22.132 22.107 22.080 22.054 22.049
¡ BEAM 2-4 22.005 22.005 22.005 22.001 21.995 21.986 21.975 21.961 21.944 21.924 21.902 21.877 21.850 21.824 21.819
¡ BEAM 2-5 21.775 21.775 21.775 21.771 21.765 21.756 21.745 21.731 21.714 21.694 21.672 21.647 21.620 21.594 21.589
RG 21.715 21.715 21.714 21.711 21.705 21.696 21.684 21.670 21.653 21.634 21.612 21.587 21.559 21.534 21.529
¡ BEAM 2-6 21.545 21.545 21.545 21.541 21.535 21.526 21.515 21.501 21.484 21.464 21.442 21.417 21.390 21.364 21.359
RSG 21.481 21.481 21.480 21.477 21.471 21.462 21.450 21.436 21.419 21.400 21.378 21.353 21.325 21.300 21.295
RC 21.465 21.465 21.464 21.461 21.455 21.446 21.434 21.420 21.403 21.384 21.362 21.337 21.309 21.284 21.279
B2-13
LC
LG
RG
RC
RSG
RSG
RC
RGLGLC
FINISH GRADE ELEVATION POINTS
SECTION SHOWING
Right Coping
Gutter
Right Sidewalk
Right Gutter
Left Gutter
Left Coping
LEGEND:
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
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FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Burnt Store Rd.
� Const.
SUPERSTRUCTURE PLAN
¡ Beam 1-1
¡ Beam 1-2
¡ Beam 1-3
¡ Beam 1-4
¡ Beam 1-5
¡ Beam 1-6
¡ Beam 2-1
¡ Beam 2-2
¡ Beam 2-3
¡ Beam 2-4
¡ Beam 2-5
¡ Beam 2-6
"4324'-5 "4
324'-5 "4324'-5 "4
324'-5 "4324'-5 "4
324'-5 "4324'-5 "4
324'-5
31'-
0"
PGL RT
(Span 1)
97'-11"
(Span 2)
97'-11"
Overall Length of Bridge = 195'-10"
Sta. 1216+98.08
Intermediate Bent 2
Sta. 1216+00.17
FFBW End Bent 1
Begin Bridge
Sta. 1217+95.99
FFBW End Bent 3
End Bridge
Left Gutter
Left Coping
Type V (Typ.)
� AASHTO
Right Coping
Right Gutter
(Index 820) (Typ.)
Pedestrian/Bicycle Rail
(Index 420) (Typ.)
32" F-Shape
Traffic Railing
50'-
0"
1'-
6"
10'-
0"
1'-
0"
"2
11'-
6
1'-
6"
"4
14'-
05 S
pa.
@ 11'-
6"
= 57'-
6"
" (O
ut to
Out)
21
65'-
6
"4
14'-
0
(Typ.)
2'-
8"
Lap
20'-0" 15'-0"
15'-0" 20'-0"
(Typ.)
2'-
2"
Lap
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:36 PM c:\bms\tyli-pw\[email protected]\dms18522\B2SuperstPl01.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
1216 1217 1218
A CB C B AB C B
Direction of StationingN 2°14'23" E
along Barrier
Joint Spacing
PLAN
" Open Joint in barrier43 ¡
" open joints43 of barrier between
" V-Groove in both faces and top21 ¡
Expansion Joint at FFBW
LEGEND:
A
B
C
B2-14
23-5S
05
@ 6" (B
ot.)
12-5S
05
@ 1'-
0" (T
op)
106-5S
05
@ 6" (B
ot.)
53-5S
05
@ 1'-
0" (T
op)
5S04 @ 6" (Bot.)
392-5S03 Lapped with
Btw
n.
5S
05 Bars)
65-5S
06
@ 1'-
0" (T
op)
for clarity.
3. Beam flanges, ends, and Diaphragms not shown
2. Stagger every other 5S06 bar 5'-0" about ¡ Bent.
No. 6 Bar - 2'-8"
No. 5 Bar - 2'-2"
No. 4 Bar - 1'-9"
1. Min. Lap Splice in reinforcing steel shall be as follows:
NOTES:
6S02 @ 6" (Top)
392-6S01 Lapped with
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
SUPERSTRUCTURE SECTION (1 OF 2)
¡ Const. Burnt Store Road
31'-0"
1'-6"
Barrier
"211'-6
Shoulder
5'-6"
Lane
11'-0"
Lane
11'-0"
Lane
11'-0"
Shoulder
13'-0" 1'-6"
PGL RT
PGL RT
(Typ.)
8½"
Deck
5 Spa. @ 11'-6" = 57'-6"
Beams (Typ.)
¡ AASHTO Type V
"414'-0
"414'-0
Sidewalk
10'-0"
Conc. Parapet
1'-0"
(Typ.)
3"
V-Groove (Typ.)
¡ ½"
(Index 420, Typ.)
Traffic Railing
32" F-Shape
(Index 21210, Typ.)
2-2" Ø PVC Conduits
(Out to Out)
"2165'-6
Railing (Index 822, Typ.)
Pedestrian/Bicycle
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:41 PM c:\bms\tyli-pw\[email protected]\dms18522\B2TypicalSection01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
Slope: 0.02 Ft/Ft
(Index 820)
SUPERSTRUCTURE SECTION
(Spans 1 & 2)
B2-15
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
SUPERSTRUCTURE SECTION (2 OF 2)
(Typ.) (Top)
2'-8" Splice
"419
1'-0" 1'-0"
(Typ.)
1'-3"
(Typ.)
1'-3"
" 21
"21
"2
1
3"
PGL (RT)
See Index 420
5V Bars @ 8"
Deck"
21
8
(Spans 1 and 2)
(End Bents 1 & 3 and Bent 2)
3"
6S02 @ 6" (Top)
6S01 @ 6" Paired/w
L/W 5S03 (Bot.)
5S04 @ 6" (Bot.)
6S02 @ 6" (Top) See Index 820
9D06 (NF)
Eq. Spaced
3-5D04 (FF)
9D07 (FF)
Burnt Store Rd.
¡ Const.
(Out to Out)
" 2165'-6
5S05 @ 6" (Bottom)
5S05 @ 1'-0" (Top)
See Sheet B2-21
¡ AASHTO Type V (Typ.)
"414'-05 Spaces @ 11'-6" = 57'-6""4
14'-0
3-5D05 (NF) Eq. Spaced 11'-6"Typical Stirrup Spacing
(Typ. each bay)
4D01 @ 1'-0" Max.
PGL RT
Burnt Store Rd.
¡ Const.
each girder end)
2-4D08 (Typ. @
(Typ.) (Bot.)
2'-2" Splice
as shown on Plan
* Stagger top and bottom transverse bar splices
5S06 @ 1'-0", Place btwn. 5S05 over Bent 2 (Top) "219
3"
3. For transverse bar layout diagram see Superstructure Plan.
2. For diaphragm details, see Superstructure Details (1 of 4).
1. For reinforcing see Reinforcing Bar List.
NOTES:
9D02 (FF)
9D03 (NF) (Typ. each bay)
3-5D04 (FF) Eq. Spaced 9DO2 (FF)
9D03 (NF) (Typ. each bay)
Deck"
21
8
(Bottom)
5S03 @ 6"
bay)
(Typ. each
Stirrups
2-4D09
3-5D05 (NF) Eq. Spaced
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:45 PM c:\bms\tyli-pw\[email protected]\dms18522\B2TypicalSection02.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
31'-0"
TYPICAL SECTION THRU END DIAPHRAGM
TYP. V-GROOVE DETAIL
Slope: 0.02 Ft/Ft
Slope: 0.02 Ft/Ft
31'-0"
B2-16
SUPERSTRUCTURE SECTION
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
SUPERSTRUCTURE DETAILS (1 OF 4)
FFBWFFBW
� Bearing � Bearing
Concrete Pile
¡ 24" Sq. Prestressed
Concrete Pile
¡ 24" Sq. Prestressed
Trans. Deck Reinf.
Reinf.
Long DeckReinf.
Trans Deck
Reinf.
Long Deck
Trans. Deck Reinf.
1'-
0"
1'-
0"
1'-
0"
3"
4D01 4D01
1'-
0"
1'-
0"
1'-
0"
4D01
4"
10"
10"
4"
3"
10" 10"� Piles
� End Bent
� Piles
� End Bent
� Bearing
"211'-3
"211'-3
� Bearing
� Intermediate Bent
1'-1" 1'-1"
9D07 (FF)
5D04 (FF)
9D02 (FF)
9D06 (NF)
5D05 (NF)
9D03 (NF)
9D06 (NF)
5D05 (NF)
9D03 (NF)
5D04 (FF)
9D02 (FF)
Reinf.
Deck
Long
9D06 (NF)
5D05 (NF)
9D07 (FF)
5D04 (FF)
9D02 (FF)
9D03 (NF)
4"
9D07 (FF)
Details Sheet (2 of 4)
Superstructure
See Joint Details on
V-Groove Joint
(All Beams)
Type V
AASHTO
(All Beams)
AASHTO Type V
3"(All Beams)
Type V
AASHTO
(All Beams)
Type V
AASHTO
(See Sheet B2-9)
Bearing Pad (See Sheet B2-9)
Bearing Pad
4"
3"
1'-
0"
1'-
0"
between Diaphragms
paper smooth roofing
2 Layers of 55 lb
2"
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:50 PM c:\bms\tyli-pw\[email protected]\dms18522\B2SuperstDet01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
SECTION AT END BENT 1
EJ EJ
E E
B2-17
SECTION AT END BENT 3
E = Expansion Bearing
EJ = Expansion Joint
LEGEND:
E
6S01/6S02 (Top)
6S03/6S04 (Bottom)
6S01/6S02 (Top)6S03/6S04 (Bot.)
SECTION AT INTERMEDIATE BENT
E
Clr.
7/20/17
Direction and sequence of deck slab pour
Construction Joint
¡ Intermediate Support
DETAIL "A"
SLAB POURING SCHEDULE
DETAIL B
(@ CONSTRUCTION JOINTS)
DETAIL C
(@ CONTINUOUS JOINTS)
JOINT DETAILS
X
V-Groove
" 21
" 2
1
� Bent 21
End Bent 1
FFBW
End Bent 3
FFBW
Burnt Store Rd.
¡ Const.
PGL RT
97'-11" 97'-11"
SUPERSTRUCTURE DETAILS (2 OF 4)
1
3" clear of groove.
Steel a minimum of
Space Reinforcing
Do not over fill.
(Joint Material)
Rapid Cure Silicone
Hot poured seal or
analysis and its effect on the Camber Diagram.
2. A revised casting sequence may be submitted for approval. Submit structural
1. A minimum of 72 hours is required between pours in a given continous unit.
SLAB POURING NOTES:
4. Expansion material shall be Low Modulus Silicone Joint Filler (SS932).
placed prior to the concrete obtaining initial set.
3. The Contractor shall construct either a tooled groove or V-groove
2. Use Detail C where slab pours are continuous over intermediate supports.
1. Use Detail B where a pour terminates at an intermediate support.
NOTES:
2. S.I.P forms are not permitted on overhangs beyond the exterior beam.
the concrete required to fill the stay-in-place metal form flutes.
1. The Superstructure Concrete Quantities shown do not include
STAY-IN-PLACE METAL FORM NOTES:
Thic
kness
Deck Sla
b
For
m
Deck
S.I.P
Metal
Beam
Prestressed
Concrete Slab
Forms
(S.I.P.) Metal
Stay-In-Place
See Detail "A"
Thic
kness
Deck Sla
b
For
m
Deck
S.I.P
Metal
Concrete Slab
Field Weld *
Prestressed Beam
Galvanized Metal Insert
S.I.P. Metal Form
Form Support
Galvanized Metal
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
reinforcing steel is prohibited.
* Note: Electrical grounding to
STAY-IN-PLACE FORM DETAILS
PARTIAL SECTION THRU SUPERSTRUCTURE
Direction of Stationing
INDEX NO. 21110
POURED EXPANSION JOINT DATA TABLE
MOVEMENT
TOTAL DESIGNLOCATION
@ 70°F
DIM. "A"
PER 10°F
DIM. "A" ADJUSTMENT
Table Date 1-01-09
Begin Bridge
End Bridge124137
Expansion Joint. Work this table with Design Standards Index No. 21110.
Dim. "A" adjustment per 10°F shown is measured perpendicular to �
NOTE:
BRIDGE
Bridge No. 124137
B2-18
2"
2"
0.54"
0.54"
0.071"
0.071"
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:12:54 PM c:\bms\tyli-pw\[email protected]\dms18522\B2Superstdet02.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
SUPERSTRUCTURE DETAILS (3 OF 4)
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Member (Typ.)
Brace
B
Brace Member (Typ.)Brace Member (Typ.)
L
� Bearing (Typ.) 4'-0" Max. to
Anchor Bracing
Bracing (Typ.)
End SpanAnchor Bracing
Bracing (Typ.)
End Span
Bridge Span (�-� Bearing)
to � Bearing (Typ.)
4'-0" Max.
Front Face of Backwall
� Pier or Bent, or Front Face of Backwall
� Pier or Bent, or
Brace Member (Typ.)
(Typ.)
Member
Brace
NOTE: All dimensions are in inches unless otherwise noted.
PRESTRESSED BEAM TEMPORARY BRACING DATA TABLES
TABLE OF TEMPORARY BRACING VARIABLES Table Date 1-01-11
NO.
SPAN
BRACE (KIP)
END AND ANCHOR
AT EACH BEAM
HORIZONTAL FORCE
BRACE (KIP)
INTERMEDIATE SPAN
FORCE AT EACH
HORIZONTAL
BRACE (KIPxFT)
END AND ANCHOR
FORCE AT EACH BEAM
OVERTURNING
BRACE (KIPxFT)
INTERMEDIATE SPAN
FORCE AT EACH
OVERTURNING
RELEASE?
TO CRANE
PRIOR
BRACE ENDS
BRACING
OF
LINES
TOTAL
LENGTH (FT)
UNBRACED
MAXIMUM
L ,
LOCATION
NO.
SPAN
NO.
BEAM
@ 120 DAYS
OF BEAM)
- DEAD LOAD
(PRESTRESS
CAMBER
NET BEAM
NO.
CASE
BUILD-UPBUILD-UP OVER � BEAM
REQUIRED THEORETICAL
Table Date 07/01/13
DIM B
SPAN
AT BEGIN
DIM C
SPAN
AT �
DIM D
SPAN
AT END
DIM A
@ 120 DAYS
DECK POUR
DURING
DEFLECTION
DEAD LOAD
BRIDGE
124137
BRIDGE
124137
B2-19
1-2 47.795 1.17 10.47 49.27 73.69
FOR AASHTO BEAMS
BUILD-UP & DEFLECTION DATA TABLE
3No 1
1
1
2
2
2
1
1
2-5
2-5
"832 "8
7
"412
3"
3"
3"
3"
3"
3"
3
3
3
3
3
3
"811
6
6
"832
"832
"832
"412
"87
"87
"87
"87
"87
"832
"412
"412
"832
"832
"832
1"
1"
1"
1"
"811
LOADS (UNFACTORED)
TABLE OF ASSUMED CONSTRUCTION Table Date 1-01-11
BUILD-UP (PLF)
FORM WEIGHT (PSF)
FINISHING MACHINE TOTAL WEIGHT (KIP)
BEYOND EDGE OF DECK OVERHANG (IN.)
FINISHING MACHINE WHEEL LOCATION
DECK WEIGHT (PSF)
LIVE LOAD (PSF)
LIVE LOAD AT EXTREME DECK EDGE (PLF)
11
20
2.5
106.25
20
75
104
TABLE OF WIND LOAD VARIABLES Table Date 1-01-11
WIND SPEED, BASIC (MPH)
WIND SPEED, CONSTRUCTION INACTIVE (MPH)
WIND SPEED, CONSTRUCTION ACTIVE (MPH)
VELOCITY PRESSURE EXPOSURE COEFFICIENT
GUST EFFECT FACTOR
0.929
130
78
20
0.85
T&C = Tension & Compression Member
= Tension MemberT
LEGEND:
include signed and sealed calculation of the bracing requirements and design of bracing members and connections.
elects to use a bracing scheme different from those shown in the 'TABLE OF TEMPORARY BRACING VARIABLES,' the documentation shall
the 'TABLE OF ASSUMED CONSTRUCTION LOADS' and signed and sealed design of bracing members and connections. If the Contractor
VARIABLES,' the documentation shall include signed and sealed certification that the construction loads do not exceed those shown in
Girder Temporary Bracing.' If the Contractor elects to use the bracing requirements shown in the 'TABLE OF TEMPORARY BRACING
10. The Contractor shall submit documentation required by the Specifications for Road and Bridge Construction, Section 5 for 'Beam and
girder stresses to exceed stress limits per the FDOT Structures Manual.
responsibility to design overhang bracing which does not cause excessive deflection or rotation of the exterior girder, or cause the
9. Overhang bracing requirements are neither specified here nor in the 'TABLE OF TEMPORARY BRACING VARIABLES.' It is the Contractor's
in the plan view, or may be installed vertically.
provided that all required bolt clear distances are met and overhang bracing is not impacted. Anchor bracing may be inclined, as shown
subsequent beams are to be braced against the Anchor Beam sequentially. The Anchor brace may be located at an exterior girder
8. The anchor beam is a beam which has anchor bracing at its support locations. It is to be set first, and its location may vary. All
top flange. All bolt holes in beams are to be preformed and filled after use. All bracing is to be placed perpendicular to beams.
shall be positively and securely connected to each beam, and shall not be designed to exert any vertical force on the outer edge of the
bracing sections are acceptable. The bracing may be attached through the web or to the flanges of the beam, as necessary. The bracing
bracing members and connections shall be designed and detailed by the Contractor. Any of the geometric configurations shown in the
7. The bracing members shown in the sections are schematic only, and are meant to show geometry in which bracing should be placed. The
and quantities should be determined from the 'TABLE OF TEMPORARY BRACING VARIABLES'.
in the Structures Plans. The brace locations and quantities shown in the plan view are schematic only, and the actual brace locations
6. The 'PRESTRESSED BEAM TEMPORARY BRACING PLAN' is to be used in conjunction with the 'TABLE OF TEMPORARY BRACING VARIABLES'
5. Horizontal and overturning forces are factored per the Strength III limit state for construction.
the exposure period is more than one year; for this case the Contractor shall re-calculate bracing requirements.
less than one year. Horizontal bracing forces, as specified in the 'TABLE OF TEMPORARY BRACING VARIABLES', are not valid if
4. The exposure period (defined as the time period for which temporary load cases of the superstructure exist) is assumed to be
until bridge deck concrete reaches 2500 psi.
TEMPORARY BRACING VARIABLES'. Beams shall not be left un-braced during non-work hours. Bracing shall remain in place
3. The temporary bracing at the ends of the beams shall be installed prior to crane release if indicated in the 'TABLE OF
the value listed.
loads exceed the assumed loads shown, or if the finishing machine wheel location from the edge of the deck overhang exceeds
CONSTRUCTION LOADS'. It is the Contractor's responsibility to re-calculate the bracing requirements if the actual construction
Load as listed in the 'TABLE OF WIND LOAD VARIABLES' plus the assumed construction loads shown in the 'TABLE OF ASSUMED
OF WIND LOAD VARIABLES'. The overturning brace forces have been determined by application of the Construction Active Wind
2. The horizontal brace forces have been determined by application of the Construction Inactive Wind Load as listed in the 'TABLE
centerline of the beam at the top of the top flange.
perpendicular to the beam web at mid-height of the beam, and assume that overturning bracing forces are applied at the
overturning forces given in the Table, non-simultaneously with horizontal forces. Assume that horizontal bracing forces are applied
in the 'TABLE OF TEMPORARY BRACING VARIABLES'. Also design bracing members and connections to be capable of resisting the
1. Design the bracing members and connections to transfer both compressive and tensile forces equal to the horizontal forces given
The Table and following information is provided to aid the Contractor in design of beam temporary bracing:
Based on investigation of the beam stability, temporary bracing as shown in the 'TABLE OF TEMPORARY BRACING VARIABLES' is required.
BEAM TEMPORARY BRACING NOTES:
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
T&C
T&CT&C
T&C
T&C
T&CT&C
T&C
EXAMPLE END SPAN/INTERMEDIATE BRACING TYPICAL SECTIONS
B
� Beam
� Beam
� Beam� Beam
� Beam
� Beam
(Non-Skewed Condition Shown, Skewed Condition Similar)
PRESTRESSED BEAM TEMPORARY BRACING PLAN VIEW
T T
T&CT&C T&C
EXAMPLE ANCHOR BRACING TYPICAL SECTIONS
(Beam Ends Only)
7/20/17
SUPERSTRUCTURE DETAILS (4 OF 4)
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
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OF
THI
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SH
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TH
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LE 61
G15-23.004,
F.
A.
C.
14. For referenced Dimensions, Angles and Case Numbers see Table of Beam Variables on Sheet B2-22.
of the bottom legs.
13. At the Contractor's option Bars 3D1 and 3D2 may be fabricated as a two-piece bar with a 1'-2" lap splice
"STRAND PATTERN").
12. Bars 4K or 5K and 5Z shall be placed and tied to the fully bonded strands in the bottom row (see
and 5Z) for beams with skewed end conditions or vertically beveled end conditions when "DIM. P" exceeds 1".
11. Welded deformed wire reinforcement shall not be used for the end reinforcement (Bars 3D1, 3D2, 4K or 5K
and 5Z shall be placed parallel to the end of the beam, within the limits of Bar 4L.
10. For Beams with vertically beveled end conditions when "DIM. P" exceeds 1", Bars 3D1, 3D2, 4K, 5K, 4Y or 5Y
to length to maintain minimum cover.
") between the bars at the transition to Bars 4M3 and field cut21 needed to maintain minimum clearance (1
adjusted to fit the width of the top flange as measured parallel to the skew. Fan Bars 4M1 and 4M2 as
width of the bottom flange measured parallel to the skew. For Bars 4M1 and 4M2 the overall length shall be
the beam "ELEVATION". For Bars 3D1 and 3D2, Dimension B and the overall length shall be adjusted to fit the
beam. Placement of Bars 3D1, 3D2, 4M1 and 4M2 correspond to END 1 and END 2 respectively, as shown in
5K and 4M3 located beyond the limits of Bars 3D shall be placed perpendicular to the longitudinal axis of the
depth) in "ELEVATION AT END OF BEAM", shall be placed parallel to the skewed end of the beam. Bars 4K or
or 5Y and 5Z placed within the limits of the spacing for Bars 3D (approximately 1.5 times the overall beam
9. For beams with skewed end conditions, the end reinforcement, defined as Bars 3D1, 3D2, 4K, 5K, 4M1, 4M2, 4Y
Holes shall be free of debris and water prior to casting deck.
" NPS x 5" Sch. 40 PVC Pipe with Cap21 2
locally to allow placement. Safety Sleeves shall be :
8. Install Safety Sleeves 1'-10" from ends of beam and spaced on 8'-0" (Max.) centers. Shift Bars 4K or 5K
than the shown conventional single bar. Welded wire reinforcement shall conform to ASTM A497.
addition, Bars 5Z may consist of pairs of bars with the cross sectional area of the pair equal to or greater
of the beam depth from mid-depth of the beam. In 41 minimum from the first wire, but no less than
The first (lower) wire shall be located 1" from the end of Bars 4K or 5K and 5Z and the second wire 2"
lower outstanding leg provided that two longitudinal wires are placed (welded) at the lower end of the bar.
Details sheet for these bars. In this event, Bars 4K or 5K and 5Z may be fabricated with the omission of the
and 5Z except as noted below, provided the wire sizes and spacing match those shown on the Standard Beam
7. At option of the Contractor, welded deformed wire reinforcement may be used in lieu of Bars 3D, 4K, 5K, 4L
6. Unless otherwise noted, the minimum concrete cover for reinforcing steel shall be 2".
to 10,000 lbs. each.
" � or larger, stressed 835. Strands N shall be either ASTM A416, Grade 250 or Grade 270, seven-wire strands
properly oriented so that the bar will be embedded in the diaphragm concrete.
4. Caution should be used with Bars 4L in the ends of exterior beams to assure the bent portion of the bar is
ends of the beams.
3. Bars 4L shall be bent prior to the beam leaving the prestressing yard. Bars 4L shall be bent parallel to the
bar (see "ELEVATION AT END OF BEAM" on Sheet No. B2-21).
2. Place one (1) Bar 4K or 5K or 5Z at each location as detailed alternating the direction of the ends for each
1. All bar dimensions are out-to-out.
Table Date 7-01-09BEARING PAD DATA TABLE
NO(s).
SPAN
NO(s).
BEAM
TYPE
PAD
TYPE
BEAM
Table Date 1-01-12
GENERAL BEARING PLATE DATA
(Yes/No)
REQUIRED
PLATE
BEVELED
C X YMARK **
BRG. PLATE
NO(s).
SPAN
NO(s).
BEAM
TYPE
PAD
END
BEAM
CASE
VIEW
PLAN
(%) *
SLOPE (inches)
DIMENSIONS (PLATE B)
BEVELED PLATE
BEARING PLATE DATA TABLE - TYPE 2
BRIDGE
124137
END *
BEAM
B2-20
AASHTO Type V
1 & 2 No NA NA NA<2%1B1-61-2
1-2 1-6 B 1 & 2
N/A
END 2 = End Bridge end of beam (Ahead station).
* END 1 = Begin Bridge end of beam (Back station).
Work this table with Sheet B2-9 for Pad Types B.
NOTE:
** See "TABLE OF BEAM VARIABLES".
* Slope measured along � of Beam at � of Bearing.
NOTES:
¡ Pier or Bent
Backwall or
Front Face of K1
J¡ Bearing
ϕ=90°
¡ Beam
¡ Bearing
K2
JFront Face of
ϕ=90°
¡ Pier or Bent
Backwall or
Edge of Flange
DIM. L
(P = 0.0)
90°
DIM. L
90°
(Showing Vertical Bevel of Beam End)
SCHEMATIC PLAN VIEWS AT BEAM ENDS
SCHEMATIC END ELEVATIONS OF BEAMS
END 1
CASE 1
END 2
CONDITION 1
BEAM NOTES
Direction of Stationing
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
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OF
FI
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OF
THI
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G15-23.004,
F.
A.
C.
TYPE V AASHTO BEAM DETAILS
(See Note 8)
Safety Sleeve with Cap
(See Note 8)
Safety Sleeve with Cap
tied to stirrups
Bars 4L shall be
flange only)
bottom of bottom
" Chamfer (Typ.43
Bars 5K (Typ.)
Bars 4M @ Alternate
as ( ) Typ.)
Bars 5Y (shown
Beam
End of
(Typ.)
Bars 5K
Bars 5K & 5Z)
(Bundled with
Bars 5Y
(Typ.)
Bars 4L
(Typ.)
Bars 3D
Strands N
Bars 5A &
(See Index No. 20501)
Embedded Bearing Plate A
Anchor Studs
clear Plate A
as required to
Rotate Bars 3D
(Showing Bars 5K, 5Y & 5Z Only)
SECTION A-A
ELEVATION AT END OF BEAM
(Flanges Not Shown For Clarity)
4M3 & 5Y
BARS 5A, 4M1, 4M2,
Beam - Table of Beam Variables.
of spaces S1 thru S4, see AASHTO Type V
For Dimensions L, R, V1 thru V4 and number
For referenced notes, see Sheet No. B2-20.
B2-22.
Work this Index with Sheet Nos. B2-20 and
NOTES:
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
See Table
24
20
8
12
6'-3"
4'-8"
5K
5Z
5K
5Z
4
Insert Spacing
" (Nominal)413
See Table
20 See Table
(See Insert Notes)
END 1 END 2
MARK SIZEREQUIRED
NUMBER
(NOTE 1)
LENGTHNOTE
NUMBERS
5
3
5
4
5
" \ Strand83
3
L
Y
D1
K
N
D2
(See Note 1)
M1
4 See Table 3'-2"
M2 4
M3
4
See Table
See Table
21'-0"
14
14
1'-
0"
5"
4"4
"
B/2B/2
(See Note 14)
1'-1"
"2
15'-
4
4'-
10"
6"
8"
"215'-7
"21
7
"212
See Table
3'-2"
2'-
9"
10"
8"
1'-
2"
8"
5'-
3"
4"
3"
5"
"4
31 Cle
ar
1'-1" 4"
10"
8"
4" 4"
2'-4"
2'-
0"
"2
11'-
1"
43
1'-
0
1'-3""2141'-3""4
33
3'-6"
"433
11"
"16
72
4"2"
"2
12
"2
18
10" 10"
4"
(See Notes 2 & 9)
2" Clear
2" S1 sp. @ V1
9, 11 & 14
9, 11 & 14
3 & 4
9
9 & 10
9 & 10
5
(See Note 9)
2" S4 sp.
¡ Beam
S2 sp. @ V2
Bars 5Z (Typ.)
Spacing Bars 5K (Symmetrical
about | @ top of Beam)
7'-0"
"4
31'-
0
To outsid
e
of bend
Bar 5Z
8"
"2
13
"4
12
"4
12
12 6'-7"5Z
5Y 4'-8"
5A 21'-0"
20 sp. @ 3"
"852 5 sp. @ 3"
Perpendicular
to End of Beam
"212
Spacing Bars 5K
Spacing Bars 5Z
6"
2, 9, 11 & 13
9 & 11
2, 9, 11 & 13
DIM L = Beam Casting Length
20 sp. @ 3" S3 sp. @ V3
@ V4
Bars 4L
Bars 4L
Bars 3D1 or 3D2
Spacing Bars 4L
13 ~ Bars 3D1 or 3D2 @ 6" max. sp. with Bars 5K as shown
4M1 & 4M2
4M3
Spacing Strands N
Strand N
Strand N
Strands
N
B
(See Table)
S1 sp. @ V1 (6" max.)
Bars 5K
Bars 5Z
Bars 5Y
4 sp.
@ 6"
" Clear to End of Bars 5A411
" Clear (Typ.)411
A A
A
DIM L+5"
Bars 5K
Bars 5Z
Bars 4M
Bar 5A
Bar 5A
" Chamfer211
Optional Splice
End of Beam
on grade and DIM R to compensate for elastic and time dependent shortening effects)
(Overall Length of Beam along | Beam including length increase as required for Beam placed
(See Note 9)
sp. with Bars 5K
3D1 or 3D2
7 ~ Bars
END VIEW
ELEVATION
Sleeve
¡ Safety
BENDING DIAGRAMS
BARS 3D1 & 3D2
BARS 4L
BARS 5K & 5Z
FOR ONE BEAM ONLY
BILL OF REINFORCING STEEL
B2-21
Direction of Stationing
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
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OF
THI
S
SH
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TH
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G15-23.004,
F.
A.
C.
TYPE V AASHTO BEAM TABLE OF VARIABLES
3"
7 S
pa.
@ 2"
3" 11 Spa. @ 2" 3"
1'-9"1'-9"
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
1
2 VI
VI 8,500
8,500 6,000
6,000
28 Day ReleaseCLASS
NO.
BEAMSPAN
NO.
STRENGTHS (psi)
CONCRETE PROPERTIESLOCATION STND.
PTRN.
TYPE
END
ELEV.
COND.
PLAN VIEW
CASE
End 2End 1 End 1
MARK ***
BRG. PLATE
End 2
1
1 1
1 1
1 N/A
N/A N/A
N/A
1
1
90°
90° 90°
90°
End 2End 1
ANGLE ØDIM P
-
-
DIM J DIM K1 DIM K2
END OF BEAM & BEARING DIMENSIONS **
DIMENSIONS *
BEAM
Dim L Dim R
2'-0"
2'-0"
B
3D1 3D2
Length
6'-4"
6'-4" 2'-0"
2'-0"
B Length
6'-4"
6'-4"
4M1
Length
3'-2"
3'-2" 3'-2"
3'-2"
Length
4M2
REINFORCING STEEL
4M3
No.
6 37
No.
5K NO. OF SPACES BARS 5K
S1 S2 S3 S4
SPACING BARS 5K *
V1 V2 V3 V4
6"-2
AASHTO TYPE V BEAM - TABLE OF BEAM VARIABLES
with a single asterisk (*) are measured along the
All longitudinal beam dimensions shown on this sheet
top of beam at the centerline of beam.
End of beam bearing dimensions "J" and "K" are
measured along the bottom of the beam.
Mark indicates beveled bearing plate required.
Embedded bearing plates are required on all beams.
***
**
*
Beam Casting Length Dim. "L" includes Dim. "R"
- Fully Bonded Strands.
- Strands Debonded 6'-0" from end of beam.
NOTE: On Beams with skewed ends the debonded
length shall be measured along the debonded
strand.
STRAND DEBONDING LEGEND
DIMENSION NOTES
BEARING PLATES
38 STRANDSTYPE 1
B2-22
STRAND PATTERNS
Beam (Typ.)
¡ AASHTO Type V
- Strands Debonded 12'-0" from end of beam.
"219
"219
"211'-3
"211'-3
"2197'-2
"2197'-2
Strand description: Use 0.6" Diameter, Grade 270, Low-Relaxation strands stressed at 43,950 lbs each. Area per strand equals 0.217 sq. in.
6
Thru
16
Thru
1
"21
"21
83
83
1'-6"1'-1"
1'-1" 6" - 6 37 -2
132
132
1'-0" -
1'-0" 1'-6"
NOTE: Work this sheet with sheet B2-20
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
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T I
S
TH
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TR
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FI
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UN
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RU
LE 61
G15-23.004,
F.
A.
C.
NAPPROACH SLAB DETAILS
9"
9"
31'-
0"
31'-
0"
"2
165'-
6
Dim.
M2
EL. 22.374
3"
3"
3"
3"
@ 9" Max. (B) L/W 5B1 Bars
41~ 5B2 Bars
1'-0" Max. (T) L/W 5B2 Bars
31~ 5B1 Bars @
9"
9"
Place Btwn. 5B1 & 5B2 Bars
30~ 5C2 @ 1'-0" Max. (T)
PGL RT
FFBW
Left Gutter
90°00'00"
Right Gutter
2'-0"
1'-0"
Place Btwn. 5B1 & 5B2 Bars
30~ 5C1 Bars @ 1'-0" Max. (T)
9"
9"
Place Btwn. 5B1 & 5B2 Bars
30~ 5C1 Bars @ 1'-0" Max. (T)
FFBW
Permitted
Const. Joint
PGL RT
EL. 22.506
Permitted
Const. Joint
Right Gutter
Place Btwn. 5B1 & 5B2 Bars
30~ 5C2 @ 1'-0" Max. (T)
9"
9"
3"
3"
3"
3"
@ 9" Max. (B) L/W 5B1 Bars
41~ 5B2 Bars
1'-0" Max. (T) L/W 5B2 Bars
31~ 5B1 Bars @
Left Gutter
Overlay
Limits of Asphalt
90°00'00"
"2
165'-
6Dim.
M2
5'-0"
3'-0"
1'-6"
@ 9" Max. (B)
5B1 or 5B2 Bars
"4
16
Sidewalk
5C2 Bars @ 1'-0"
5V Bar @ 8"
Traffic Railing
32" F-Shape
@ 1'-0" Max. (T)
5B1 or 5B2 BarsOverla
y
" Asphalt
43
1
� Const. Burnt Store Rd. � Const. Burnt Store Rd.
6"
3"
3"
3"
3"
6¼"
Dim. L 1
Dim.
M1
Dim.
N
Wall
" Parapet
21
9
88~ 8
A2 Bars
@ 9"
Max. (B)
67~ 5
A1 Bars
@ 1'-
0"
Max. (T)
Splice
2'-
2"
Dim. L2
Splice
2'-
2"
Dim. L 1
Dim.
M1
Dim. L2
88~ 8
A2 Bars
@ 9"
Max. (B)
67~ 5
A1 Bars
@ 1'-
0"
Max. (T)
Dim.
N
Wall
" Parapet
21
9
Clr.
" Min.
43
1 (Typ.)
"4
31'-
1
Clr.
4"
5A1 Bars @ 1'-0" Max. (T)
8A2 Bars @ 9" Max. (B)
1'-
1¾"
"2
110'-
2
"2
110'-
2
Asphalt Overlay
Limits of
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:13:16 PM c:\bms\tyli-pw\[email protected]\dms18522\B2ApproachSlab01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
LOCATIONNM2M1
DIMENSIONSANGLE Ø
L1 L2
APPROACH SLAB INDEX NO. 20900 TABLE OF DIMENSIONS
Approach Slab No. 2
30'-0"
30'-0"
30'-0"
30'-0"
1'-6"
1'-6"
51'-6"
51'-6"
0°
0°
Direction of Stationing Direction of Stationing
(typ.)
(Typ.)
to stagger field splice lo
catio
ns
Alternate 5
B1 and 5
B2 Bars (T
& B)
to stagger field splice lo
catio
ns
Alternate 5
B1 and 5
B2 Bars (T
& B)
5B2 Bar
5B1 Bar
5B2 Bar
5B1 Bar
SECTION A-A
B2-23
APPROACH SLAB NO. 2
A
A
APPROACH SLAB NO. 1
A
A
1'-6½"
1'-6½"
Approach Slab No. 1
For traffic railing, pedestrian/bicycle railing and traffic separator quantities, see Bid Item List.
traffic separators.
do not include items placed on the slab such as traffic railing, pedestrian/bicycle railings or
Quantities shown are for one Approach Slab and where applicable, raised sidewalks. Quantities
railing on raised sidewalks.
Dimensions 'L 1' & 'L 2' are measured along gutter line, inside face of parapet or inside face of
Dimension and Quantity Notes:
3. For Reinforcing see Reinforcing Bar List.
use Pull Box Type A and Expansion Joint Fittings at Expansion Joints.
2. See 2017 FDOT Design Standards, Index No.. 21210, Utility Conduit Details.
Details and other standard details.
1. See 2017 FDOT Design Standards, Index No. 20900 for Reinforcing
NOTES:
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
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OF
THI
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LE 61
G15-23.004,
F.
A.
C.
SLOPE PROTECTION DETAILS
Slab (Typ.)
Approach
4" Concrete Pavement
3'-
0"
Toe of Fill Slope
Outline of End Bent
Slope-Pavement
Limits of Concrete
End Bent
Berm
3'-0"
Filter Fabric
3"
L
Toe of Fill Slope
1'-
6"
8"
Max.
(See Roadway Plans)
Conc. Sidewalk
(10' Max.)
L/3
6"
1'-
6"
3"
Filter Fabric
2'-0"#57 Aggregate
Hot poured sealer
1'-
0"
8"
8'-0" centers (Staggered)
with 4" Ø pipe @
Drain hole formed
(Centered at drain)
8" x 1'-0" x ¼" opening.
Galvanized wire mesh:
(< 5% Passing No. 200 sieve)
Clean free-draining sand
expansion joint material
½" Premolded
to edges of concrete pavement (Typ.)
Wrap around embankment continuously
End of Wingwall
60°00'00"
4'-0"
(Min.)
1'-
0"
1'-
0"
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
B2-24
Ber
m
A
A
1:2 B
B
See Detail "A" 1
2 See Detail "A"
See Detail "A"
Filter Fabric
4"
4"
PARTIAL PLAN
SECTION A-A
CONCRETE SLOPE PAVEMENT PROTECTION ADJACENT TO ROAD
DETAIL ADRAIN DETAIL
SECTION B-B
pavement.
filter fabric and sand shall be included in the cost for slope
Standards Index No. 199. Cost of holes, wire mesh, aggregate,
The filter fabric shall be Type D-6 in accordance with Design
NOTE:
NOTE: Vertical joints shall be sealed.
Berm
7/20/17
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
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EL
EC
TR
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FI
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UN
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LE 61
G15-23.004,
F.
A.
C.
REINFORCING BAR LIST
E
BRIDGE NO. 124137
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12802 TAMPA OAKS BOULEVARD
SUITE 245
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TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
B2-25
MARK
SIZE DES
LENGTH NO
BARS
TYP
BAR
STY
A G FT IN
B
FR FT IN
C
FR FT
D
IN FR FT IN FR FT
F
IN FR FT
H
IN FR FT
J
IN FR FT
K
IN FR
N
NO ANG
Ø
INFT
5 S05 204- 0 194 41 48-10 34- 5 45- 0 44- 5 31- 4 2- 2 4
5 S06 35- 0 65 1 35- 0
LOCATION SUPERSTRUCTURE NO. REQUIRED = 1
9 D02 77- 6 4 2 5- 0 57- 6 4
9 D03 9- 2 20 1 9- 2
21 0- 42
1 0- 6 0- 421 4 D01 10- 8 160 7 4- 8
43 6 S01 45- 4 392 1 45- 3
43 6 S02 22- 4 392 1 22- 3
43 5 S03 16- 7 392 1 16- 6
43 5 S04 51- 1 392 1 51- 0
LOCATION APPROACH SLABS NO. REQUIRED = 2
5 A1 29- 6 67 1 29- 6
8 A2 29- 6 88 1 29- 6
5 C1 5- 0 30 1 5- 0
41 5 B1 44- 6 72 1 44- 5
41 5 B2 22-10 72 1 22- 9
41 0- 64
1 5 C2 8- 9 30 28 5- 0 3- 0 0- 6
9 D06 8- 4 20 1 8- 4
5 D05 10- 4 60 1 10- 4
5 D04 62- 6 12 2 5- 0 57- 6 1
9 D07 61- 6 4 2 4- 0 57- 6 1
4 D08 4- 9 48 1 4- 9
21 0- 4 2
1 4 D09 8- 9 40 7 3- 9 0- 6 0- 4
LOCATION END BENTS NO. REQUIRED = 2
10 E01 71- 6 4 41 30- 0 41- 6 4- 6 1
10 E02 35- 2 7 1 35- 2
10 E03 35- 2 7 1 35- 2
5 E04 10- 9 15 11 8- 9 1- 0 1- 0
5 E05 10- 0 218 4 4 4 2- 3 2- 3
5 E06 8- 8 18 5 2- 3 3- 4 0- 5 0- 5
6 E08 2- 3 16 1 2- 3
5 E09 3- 5 262 1 3- 5
5 E10 5- 1 262 1 5- 1
121 6 E11 70- 4 4 2 3- 2 67- 1
5 E12 5- 6 12 13 2- 6 1- 6 1- 6 45 45
0-10 0-1021 6 E07 68-10 12 11 67- 1
LOCATION END BENTS NO. REQUIRED = 2
4 E15 16- 4 4 12 6- 6 9-10
7 E16 15- 4 20 1 15- 4
4 E18 15- 4 10 1 15- 4
4 E20 5- 4 24 11 2- 8 1- 4 1- 4
4 E21 5- 1 24 11 2- 5 1- 4 1- 4
LOCATION END BENTS VAR. NO. REQUIRED = 2
7 E17 VARY 18 1 15- 4
10-10 0 1 6- 4
4 E19 VARY 10 1 15- 4
10-10 0 1 6- 4
LOCATION INTERMEDIATE CAP NO. REQUIRED = 1
41 4 E13 9- 1 36 1 9- 0
41 4 E14 VARY 44 1 9- 0
43 6- 9 0 1 4- 5
10 P01 69- 6 4 41 29- 0 40- 6 4- 6 1
121 7 P04 68- 5 4 2 3- 6 64-10
5 P05 11- 0 146 4 4 4 2- 9 2- 3
5 P06 9- 8 18 5 2- 9 3- 4 0- 5 0- 5
5 P07 9- 4 8 11 3- 4 3- 0 3- 0
5 P08 10- 9 15 11 8- 9 1- 0 1- 0
4 P09 5- 5 42 11 2- 5 1- 6 1- 6
4 P10 6- 4 30 11 3- 4 1- 6 1- 6
41 8 P02 34- 3 7 1 34- 2
41 8 P03 34- 3 7 1 34- 2
7/20/17
LOAD RATING
BYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENTNO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
T.Y. LIN INTERNATIONALBURNT STORE ROAD OVER HERMOSA CANAL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
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FI
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DI
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LL
Y
SI
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AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Bent 2End Bent 1 End Bent 3
Table Date 01-01-12
Other appropriate comments
than LRFD.
DF method if other
Interior/exterior beam
Comments:
Dim
ensio
n
Locatio
n
Tons
Ratin
g Factor
Factor (D
F)
Distrib
utio
n
Dim
ensio
n
Locatio
n
Tons
Ratin
g Factor
Factor (D
F)
Distrib
utio
n
DWDCLL(tons)
WeightVehicleLimit State
Level
Load
Ratin
g
Desig
n
Load
Ratin
g
Per
mit
Load Factors Moment (Strength) or Stress (Service) Shear (Strength)
Load Rating Summary Details for Prestressed Concrete Bridges (Flat Slab and Deck/Girder)
Table 2 - LRFR
been satisfied? Yes No
Article 5.8.3.5 longitudinal reinforcement
3. Has the AASHTO LRFD Specifications
limits = 691 psi.
and Permit tensile stress
Service III Design Operating, Legal,
stress limits = 553 psi.
2. Service III Design Inventory tensile
using the permit vehicle in all lanes.
1. Permit capacity is determined by
Table 2 Notes:
January 2017 "Structures Manual".
requirements established in the
1. This table is based on the
General Notes:
RATING LOCATIONS
Strength I (Inv)
Strength I (Op)
Service III (Inv)
Service III (Op)
HL-93
HL-93
HL-93
HL-93
N/A
N/A
N/A
N/A
Strength II FL120
FL120Service I
N/A
N/A
N/A
N/A
M - Moment
V - Shear
Op - Operating
Inv - Inventory
Abbreviations:
Locatio
n "A
"
Locatio
n "B
"
B2-26
Locatio
n "A
"
Locatio
n "B
"
60.0
60.0
1.75
1.35
1.35
0.80
0.80
1.00
1.25
1.25
1.25
1.00
1.00
1.00
1.50
1.50
1.50
1.00
1.00
1.00
0.80
0.80
0.80
0.80
0.80
0.80
1.97
2.55
1.66
2.17
2.11
8.97
126.87
538.05
A
A
A
A
A
A
"4347'-0
"4347'-0
"4347'-0
1.02
1.02
1.02
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 N/A
N/A
N/A
1.26
1.02 61.20
B
B
B
"4347'-0
"4347'-0
"4347'-0
"2195'-6
"2195'-6
"2195'-6
BRIDGE NO. 124137
LMarzilli 7/19/2017 6:13:30 PM c:\bms\tyli-pw\[email protected]\dms18522\B2LoadRating01.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
"4347'-0 "4
347'-0
"2195'-6 "2
195'-6
1.0.0
WALL CONTROL DRAWING
WATER
1213 1214 1215 1216 1217 1218 1219 1220 1221
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
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TH
E
EL
EC
TR
ONI
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FI
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DI
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Y
SI
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AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Seawall SW-5
Seawall SW-6
Burnt Store Rd.
� Const.
R/W Line WaterlineWaterline
Offset 137.04' RT
Sta. 1212+80.00
Begin Wall CW-5
Retaining Wall
Retaining Wall
R/W Line
Offset 156.67' RT
Sta. 1218+60.07
Begin Wall CW-6
Offset 153.88' RT
Sta. 1219+13.16
Wall Bend CW-6
Offset 137.02' RT
Sta. 1221+10.00
End Wall CW-6
R/W Line
Offset 137.04' RT
Sta. 1215+19.90
Wall Bend CW-5
Offset 140.07' RT
Sta. 1215+39.80
End Wall CW-5
Offset 137.02' RT
Sta. 1219+71.74
Wall Bend CW-6
N 2°14'23" E
HERMOSA CANAL
Direction of Stationing
PLAN
Seawalls SW-5 and SW-6)
(Retaining Walls CW-5 and CW-6 and
BWM-1
N 2°14'23" E
LMarzilli 7/19/2017 6:13:36 PM c:\bms\tyli-pw\[email protected]\dms18549\BWWallControl04.DGN
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
PLAN - SEAWALLS SW-5 AND SW-6
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
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FI
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DI
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Y
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AN
D
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AL
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UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
(Typ.)
5'-9" (Typ.)
Precast Deadman
(Typ.)
Anchor Bar(Typ.)
20'-
0"
(Typ,)
1'-
6"
12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
"21140'-1
"416'-1
29'-4"
Seawall SW-6 (Typ.)
6'-0"
(Typ.)
6'-0"
111°03'35" 90°00'00"
Approx. Water Edge
Sta. 1217+59.34
Seawall SW-6
163'-11"
"875'-11
Sta. 1216+37.07
Seawall SW-5
Burnt Store Rd.
¡ Const.
Approx. Water Edge Seawall SW-5
90°00'00"
R/W Line
Sheet Pile Wall
New Concrete
¡ Const. Burnt Store Rd.
Dir
ectio
n of Statio
nin
g
Weir Crest EL. 2.30
Hermosa Canal
BWM-2
LMarzilli 7/19/2017 6:13:42 PM c:\bms\tyli-pw\[email protected]\dms18549\BWSheetPileWallPlanHermosa01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
ELEVATIONS - SEAWALLS SW-5 AND SW-6
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
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FI
LE
DI
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TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
Exist. Seawall
Starter Pile
7"
EL. -19.000'
Tip Elevation
EL. +7.250'
Top of Cap
EL. +6.250'
Sheet Pile
Top of
Exist. Seawall
7"
EL. +6.25'
Sheet Pile
Top ofEL. +7.25'
Top of Cap
EL. -19.00'
Tip ElevationStarter Pile
11 - Type A Sheet Piles
27'-6"
66 - Type A Sheet Piles (See Standard Index No. 6040)
163'-11"
56 - Type A Sheet Piles (See Standard Index No. 6040)
138'-10½"
(See Standard Index No. 6040)
2'-6" (1) Type B
BWM-3
0
5
10
-5
-10
-15
-20
-25ELEVATION - SEAWALL SW-5
0
5
10
-5
-10
-15
-20
-25
ELEVATION - SEAWALL SW-6
0
5
10
-5
-10
-15
-20
-25
0
5
10
-5
-10
-15
-20
-25
(See Standard Index No. 6040)
LMarzilli 7/19/2017 6:13:46 PM c:\bms\tyli-pw\[email protected]\dms18549\BWSheetPileWallElevHermosa01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
7/20/17
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
SEAWALL DETAILS (1 OF 2)
#9 Threaded Bar
in Deadman Panel
40 PVC Pipe Sleeve
" NPS Schedule213
Deadman Panel
cement grout
40 PVC filled with
" NPS Schedule 211
2'-0"
20'-0"
with anchor
avoid conflict
necessary to
Adjust rebar if
See Detail 1
Seawall Cap *
Optional Coupler Proposed Ground Line
Base Course & ACP
Crushed Limerock Fill,
16°00'00" (Min.)
*
1'-6"
See Detail 2
2'-
9"
5'-
6"
Min.
3'-
0"
Deadman Panel
Precast
3'-0"
9"
1" Min.
Anchor Bar
Threaded
Hex Nut
Plate Washer
7"x7" Beveled
Deadman Panel
Plate
Hole in
Anchor Bar
to accomodate
Schedule 40 PVC
specifications
in accordance with manufacturer's
Shop applied grouted corrosion protection
Hole in Plate
Anchor Bar
Threaded
Hex Nut
Plate Washer
7"x7"x1"
� Seawall
LMarzilli 7/19/2017 6:13:51 PM c:\bms\tyli-pw\[email protected]\dms18549\BWRetainingWallDet01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
6. Submit coupler details with shop drawings.
apply heat until sleeve is fully recovered.
5. Center heat shrink sleeve over coupler and
Denso Tape or equal.
4 Wrap bar and coupler with two layers of
tighten set screws.
3. Torque bar ends together (200 ft-lbs), then
the length of the coupler.
Each shall be screwed into the coupler half
2. Connect the two bar ends with the coupler.
inside of the coupler and exposed bar ends
1. Apply corrosion inhibiting grease to the
Threaded Bar (fy: 75 ksi)
� Hole in Plate
#9
"831
ITEM DATA
TIE-BACK ANCHOR DATA
OPTIONAL COUPLER NOTES:
SECTION A-A
TIE-BACK ANCHOR DETAIL
DETAIL 2
to casting Deadman Panels.
shall verify geometry of Anchor prior
conflicts (i.e. Riprap, etc.) . Contractor
** Adjust dimensions as required to avoid
from damage when compacting fill.
* Protect Anchor and Deadman
DETAIL 1
**
**
A
A
BWM-4
Reinforcing, see Sheet BWM-5.
3. For Precast Deadman Panel and Seawall Cap
Item 455-87 (Anchor Bar, Steel).
included in the contract unit price for Pay
not less than 3 mils thick. The cost shall be
Section 926, apply two separate coats, each
the requirements of Standard Specification
Deadman using a Type M Coal Tar Epoxy meeting
Plate Washer and Nut Assembly behind the
2. Completely coat the exposed Anchor Bar,
underwater backfill.
stone fill aggregate shall be used for all
General Notes. Note that FDOT No. 57 crushed
Panel. Place backfill as detailed in the
2'-0 below the bottom of the Deadman
1. Soil shall be removed to a minimum of
NOTES:
(See Sheet BWM-2 for Anchor Locations)
7/20/17
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
SEA WALL DETAILS (2 OF 2)
********
****
(Typ.)
1'-8"
(Typ.)
1'-8"
5'-9"
"419 "4
19
6" 6"
6"
1'-
6"
5'-
6"
(Typ.)
4" Cl.
11-8
B01
@ ± (S
S)
" ± (A
S)
83
10-8
B01
@ 6
"2
14
"2
14
"214"2
14
10-8B02 @ ± (AS)
11-8B02 @ 6" (SS)
5'-9"
1'-
6"
"419 "4
19
6" 6"
Cl.
4"
Cl.
4"
5'-
6"
1'-6"
Cl.
4"
Cl.
4"
"2
1 3
4B03
� DEADMAN
� DEADMAN
* (Typ.)
PVC Sleeve
"� NPS213
Anchor side (AS)
Face on end of
Sea Wall side (SS)
Face on
Sleeve *
"� NPS PVC213
8B018B02
8B028B01
Sea Wall side (SS)
Face on
Anchor side (AS)
Face on end of4B03
8B02
8B01
8B02
8B01
� Deadman
2'-0"
1'-0" 1'-0"
5" 5"
2'-
0"
"4
34
"4
34
Em
bedd
ment
1'-
0"
(Typ.)
4" Cl.
7" 10"
7" 7"
7"
2 E
q.
Spa.
� Pile
" CHAMFER (TYP.)43
Sea Wall Cap
6B Bars (Typ.) **
5B Bars @ 6" spacing **
LMarzilli 7/19/2017 6:13:55 PM c:\bms\tyli-pw\[email protected]\dms18549\BWRetainingWallDet02.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
B
B
A A
PRECAST DEADMAN PANEL
SECTION A-A
* Adjust rebar to
avoid PVC sleeve
4B03
SECTION B-B
� D
ead
man
534"
658"
312"� N
PS P
VC
Sle
eve *
SEA WALL CAP TYPICAL SECTION
and vertical inclination angle.
**** Dimension may change depending on final horizontal
BWM-5
7/20/17
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
WALL DATA TABLE (1 OF 2)
LMarzilli 7/19/2017 6:14:00 PM c:\bms\tyli-pw\[email protected]\dms18549\BWDataTable01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
WALL LOCATION
(begin to end)
STATION
Table Date 07-01-12
ELEVATION
WATER
ELEVATION
SOIL
DESIGN PARAMETERSCONSTRUCTION INFORMATION
NO.
WALL
Detail A)
(See
TYPE
REQUIRED
NUMBER
(degrees)
Ø
ANGLE
CORNER
ANCHORS
NOTES:
CONCRETE SHEET PILE FABRICATION
CONCRETE SHEET PILE WALL WITH DEAD MAN ANCHORS DATA TABLE
(ft)
ELEV.
WALL
OF
TOP
(ft)
ELEVATION
WALL TIP
MINIMUM
(ft)
WALL
OF
BACK
(ft)
WALL
OF
FRONT
(ft)
WALL
OF
BACK
(ft)
L
LENGTH
PILE
(in)
T
THICKNESS
PILE
(ft)
X
LENGTH
GROOVE
(ft)
OFFSET
(ft)
SPACING
ANCHOR BAR
(in)
DIAMETER
BAR
ANCHOR
* Minimum of Design Ground Surface or Design Scour Depth.
(psf)
LOAD
SURCHARGE
DESIGN
FACTORED
(ft)
WALL
OF
FRONT
*
BWM-6
SW5
SW6
SW6
A 66 25.25 10 13.92 12 1.125 -19.00 6.25
A
B
67 25.25 10 13.92 12 1.125 -19.00 6.25
1 25.25 10 13.92 12 1.125 -19.00 6.25
N/A
N/A
7.00 2.50 2.50-7.00 100
7.00 2.50 2.50-7.00 100
7.00 2.50 2.50-7.00 10068.94
1216+35.86
1217+58.34 37.10 L
37.32 L
1217+58.34 37.10 L
wall.
material and backfill with material classified as A-3 shall be included in the bid price for sheet pile
4. Removal of strong material will be required prior to installation of sheet piles. Removal of strong
metakaolin or ultrafine fly ash.
3. Concrete for cast-in-place retaining wall caps shall be Class IV (f'c = 5,500 psi), with silica fume,
2. Environmental Classification is Extremely Aggressive.
1. Work the Data Table with FDOT Standard Index No. 6040.
7/20/17
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
WALL DATA TABLE (2 OF 2)
LMarzilli 7/19/2017 6:14:04 PM c:\bms\tyli-pw\[email protected]\dms18549\BWDataTable03.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
BWM-7
No.
Wall
Size No.Spacing
in. ft.
Begin
in. ft.
End
in.
Length
Bars F
Length
Average
ft. in.
Size No.
Bars G2
BILL OF REINFORCING STEEL
Length
ft. in.
Size
Bars D
No.Length
ft. in.
in.
Length
Average
ft.in.
End
ft.
Length
Bars A
Begin
in.ft.
No.Size
in.
Length
ft.in.
SpacingNo.
Bars Z
Size
in.ft.
Length
Bars R
BILL OF REINFORCING STEEL
No.Size
in.
Total Length
ft.Splices
Lap
No. of
in.
Spacing
Bars G1
No.Size
in.
Length
ft.in.
Spacing
Bars H
No.SizeNo.
Wall
No.
Wall
Size No.Spacing
in. ft.
Begin
in.
A
End
ft. in.
Bars J
B
ft. in. ft. in.
Total Length
Average
Size No.
in.
Spacing
BILL OF REINFORCING STEEL
Bars K
A
Begin
ft. in. ft. in.
EndB
ft. in.
Total Length
Average
ft. in.
Size No.A
ft. in.
B
ft. in. ft. in.
Total Length
Bars M
in.
(bot.)
FtgCov
in.
(typ.)
FtgCov
in.
Cover
Wall
in.in.in.in.ft.Bkwall
Slope
in.ft.in.ft.in.
WD
in.in.
Length
Wall
ft.in.
End
ft.
WALL DIMENSIONS
in.ft.
Begin
Height
Offset
End
StationOffset
Begin
StationNo.
Wall footL
toeL
soilD
keyL
keyD
stepV
Table Date 01-01-11
Table Date 01-01-11
Table Date 01-01-11
Table Date 01-01-11
C-I-P CANTILEVER RETAINING WALLS DATA TABLES
soil
key key
step
NOTES [Notes Date 07-01-14]:
CW-6_D
CW-6_C
CW-6_B
CW-6_A
CW-5_D
CW-5_C
CW-5_B
CW-5_A
1219+71.74
1219+68.38
1219+13.16
1218+60.07
1215+19.90
1214+68.00
1214+30.00
1212+80.00
137.02 RT
137.99 RT
153.88 RT
156.67 RT
137.04 RT
137.04 RT
137.04 RT
137.04 RT
1221+10.00
1219+71.74
1219+68.38
1219+13.16
1215+39.80
1215+19.90
1214+68.00
1214+30.00
137.02 RT
137.02 RT
137.99 RT
153.88 RT
140.07 RT
137.04 RT
137.04 RT
137.04 RT
8
9
7
5
9
10
9
2
7
9
4
7
11½
7¾
¾
10½
3
9
9
7
8
9
10
7
11½
11
9
4
10¼
11½
7¾
6¾
138
3
57
53
20
51
38
150
3½
6
5½
2
1½
10¾
0
0
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
6
7
7
6
7
8
8
6
6
6
6
0
0
0
0
0
2
1
2
2
2
2
2
2
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
2
1
1
2
1
1
1
0
0
0
6
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-16
16
0
0
0
0
18
-18
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
CW-6_D
CW-6_C
CW-6_B
CW-6_A
CW-5_D
CW-5_C
CW-5_B
CW-5_A
5
5
5
5
5
5
5
5
139
4
58
54
21
53
39
151
12
12
12
12
12
12
12
12
2
2
2
2
2
2
2
2
6½
6½
7¼
6
6½
6¾
6¾
6¾
2
2
2
2
2
2
2
2
6½
6½
7¼
6
6½
6¾
6¾
6¾
2
1
2
2
2
2
2
2
6
7
6
6
6
6
6
6
5
4
5
5
5
5
5
5
½
1½
1¼
0
½
¾
¾
¾
4
4
4
0
4
4
4
0
139
4
58
0
21
70
51
0
12
12
12
0
12
9
9
0
2
3
3
0
3
4
4
0
8¾
11
9¼
0
11¼
7
7
0
2
3
3
0
3
4
4
0
8¾
11
9¼
0
11¼
7
7
0
2
1
2
0
2
2
2
0
6
7
6
0
6
6
6
0
5
5
6
0
6
7
7
0
2¾
6
3¼
0
5¼
1
1
0
4
4
4
4
4
4
4
4
139
4
58
54
21
53
39
151
2
2
2
2
2
2
2
2
5½
5½
5½
5½
5½
5½
5½
5½
4
5
5
3
4
5
5
3
0
11
0
6
6
6
6
6
6
8
7
5
6
7
7
5
5½
4½
5½
11½
11½
11½
11½
11½
CW-6_D
CW-6_C
CW-6_B
CW-6_A
CW-5_D
CW-5_C
CW-5_B
CW-5_A
5
5
5
5
5
5
5
5
139
7
77
54
28
104
76
151
12
6
9
12
9
6
6
12
6
7
7
5
6
7
7
5
0
0
0
6
6
6
6
6
4
4
4
4
4
4
4
4
16
16
16
14
16
18
18
14
12
12
12
12
12
12
12
12
2
0
0
0
0
0
0
2
137
3
56
52
19
51
37
149
9½
0
11½
8
7½
4¾
6
6
5
5
0
0
0
0
5
5
16
16
0
0
0
0
18
14
1
1
0
0
0
0
1
1
10
10
0
0
0
0
12
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4
4
4
4
4
4
4
4
139
4
58
54
21
53
39
151
8
9
7
5
9
10
8
2
4
6
1
4
8½
4¾
9¾
7½
3
9
9
7
8
9
10
7
8½
8
6
1
7¼
8½
4¾
3¾
6
9
8
6
9
10
9
4
¼
7
3½
2½
1¾
½
7¼
11½
CW-6_D
CW-6_C
CW-6_B
CW-6_A
CW-5_D
CW-5_C
CW-5_B
CW-5_A
4
4
4
4
4
4
4
4
139
4
58
54
21
53
39
151
12
12
12
12
12
12
12
12
8
9
7
5
9
10
8
2
4
6
1
4
8½
4¾
9¾
7½
3
9
9
7
8
9
10
7
8½
8
6
1
7¼
8½
4¾
3¾
6
9
8
6
9
10
9
4
¼
7
3½
2½
1¾
½
7¼
11½
4
4
4
4
4
4
4
4
84
20
54
42
20
66
40
60
22
3
18
17
19
16
18
24
6½
0
7¾
2¾
7½
9½
6
6
5
5
5
5
5
5
5
5
42
10
27
21
10
33
20
36
1
1
1
1
1
1
1
1
6
6
6
6
6
6
6
6
throughout length of wall.
For walls with variable begin/end height, Bars G2 shall be fanned such that they are evenly spaced 12.
The number of G1 Bars includes 2 additional bars when a shear key is specified.11.
dimensions.
Bars J, K, A and F vary uniformly between begin and end wall heights as indicated by begin and end 10.
A non-zero value for V indicates the existence of a footing step, see Control Drawings for location.9.
Non-zero values for L and D indicate the existence of a shear key.8.
ground line.
D is typical depth of soil and is used for design purposes only. See Control Drawings for actual 7.
A value of '0' for Slope Backwall indicates front and back of wall are parallel.6.
Minimum Soil Nominal Bearing Resistance = 2500 psf.5.
Environmental Classification is moderately.4.
Wall exposed face surface texture shall be Class 5 Finish Coating.3.
Concrete Class IV (f'c = 5500 psi) with silica fume, metakaolin or ultrafine fly ash.2.
Work these Data Tables with Index No. 6010.1.
7/20/17
T.Y. LIN INTERNATIONALBYDATE REVISIONS - DESCRIPTIONNO.APPROVED BY:
REGISTERED PROFESSIONAL ENGINEER
59558 FLORIDA P.E. NO.
1500 M0NROE STREET FORT MYERS, FLORIDA 33901
(239) 479-8900 www.lee-county.com/publicworks/dotitle.htm
TRANSPORTATION
of
DEPARTMENT BURNT STORE ROAD NO.
SHEETW ORKSUBLIC
EE C
L O R I D AF
OUNTY
S
L
P
O U T H W E S T
FARZIN ZAFARANIAN, P.E.
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
E
REINFORCING BAR LIST
LMarzilli 7/19/2017 6:14:09 PM c:\bms\tyli-pw\[email protected]\dms18549\BWRebarListHermosa01.dgn
12802 TAMPA OAKS BOULEVARD
SUITE 245
TEMPLE TERRACE, FLORIDA 33637
TEL. (813) 972-9444
FAX (813) 972-9114 WWW.TYLIN.COM
MARK
SIZE DES
LENGTH NO
BARS
TYP
BAR
STY
A G FT IN
B
FR FT IN
C
FR FT
D
IN FR FT IN FR FT
F
IN FR FT
H
IN FR FT
J
IN FR FT
K
IN FR
N
NO ANG
Ø
INFT
LOCATION LOCATION SOIL ANCHOR DEADMAN NO. REQUIRED = 14
8 B01 5- 1 21 1 5- 1
8 B02 4-10 21 1 4-10
4 B03 4- 4 2 23 1- 9 0- 3 1- 9
6 B07 27- 2 7 1 27- 1 •
6 B08 6- 0 7 12 3- 0 3- 0 69
END OF LIST
BWM-8
LOCATION LOCATION SW- 5 CAP NO. REQUIRED = 1
5 B05 4- 6 326 5 1- 4 1- 4 0- 3 0- 3
6 B04 171- 9 7 2 2- 7 164- 0 3
2
LOCATION LOCATION SW- 6 CAP NO. REQUIRED = 1
6 B06 144- 7• 7 2 2- 7 139- 5 •
5 B05 4- 6 338 5 1- 4 1- 4 0- 3 0- 3
7/20/17