design standards - florida department of · pdf file293-415 199-288 001-105 20005-21930 ... i...
TRANSCRIPT
OPERATIONS ON THE STATE HIGHWAY SYSTEM
FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY
TOPIC NO. 625-010-003
Approved For Use On Federal Aid Projects
For Martin Knopp, Division Administrator
DESIGN STANDARDS
FISCAL YEAR 2012/2013
Tallahassee, Florida 32399-0450
605 Suwannee Street
Mail Station 32
Roadway Design Office
State of Florida, Department Of Transportation
NOTICE
jurisdiction. their under projects on use for authorities other by adopted be mayStandards
These structures. and roadways of construction for plans contract of preparation the indetails
and designs policies, standard of application the in operations these of accountability uniformensure
to established are They System. Highway State the on operations utility and maintenanceconstruction,
design, for processes engineering various the support to intended are Standards DesignThe
design. appropriate andeveloping
of responsibility professional the from engineer the exempt not does standards these toadherence
and of use inappropriate The project. a of design the in standard each of use particular afor
fitness the determine to Standards these using Record of Engineer Design the of responsibility the isIt
PROCESSES AND MATERIALS DEVICES,PATENTED
Construction. Bridgeand
Road for Specifications Standard FDOT the of 7-3 Subsection to refer information additional For user.the
of responsibility sole the be shall licensee or assignee patentee, inventor, the of rights the oninfringement
Any user. the of responsibility sole the is privilege proprietary or copyright, patent, by covered arethat
standards these by implied or expressed either device or material process, method, design, any of useThe
Documents: Public Exempt ofDistribution
requirements. further for 050-020-026 No. Topicto
Refer Department. the of outside entities or persons to distribution the in Documents Exempt such to access of methods other have or workDepartment
their in Documents Exempt such produce who staff contracted or internal Department both to applies procedure This information. the ofstatus
exempt and confidential the maintain shall information the receiving person or entity the that requestor the advises also form The 050-020-26).No.
(Form form request a complete to need will Documents Exempt considered plans of portion any of copies receiving or requesting Department theoutside
persons or Entities final). reviews, phase preliminary, draft, (existing, completion of phase any at and etc.), electronic, (paper, formats all toapplies
This F.S.. 119.07(3)(ee), Section under request records public a from exempt are Department, the by operated or owned structure a of elementsstructural
and layout internal the or systems, pipe pipes, depict that plans Department of portions those Therefore, systems. pipe and pipes includes Thisfacility."
transportation a with connection in used facility similar other or gate, plaza, toll culvert, slip, ferry approach, causeway, tunnel, viaduct, bridge, "aas
F.S., 334.03(28), Section in defined is Structure 050-020-026)." No. (Topic Plans System Security and Structures Department Concerning DocumentsPublic
Exempt of "Distribution Procedure Department by covered and F.S. 119.07(3)(ee), Section by created is exemption This structures. Departmentconcerning
documents for law records public Florida’s under disclosure from infrastructure System’s Highway State the protect to Department the of policy the isIt
http://www.dot.state.fl.us/rddesign/DesignStandards/Standards.shtm
at: found be can and version PDF the is Standards Design the of version officialThe
Design Standards Nos.
As To Roadway
Design Standards Nos.
As To Structures
Design Standards No.
As To Planning
13417-17890
11200-11860
870-880
600-803
546, 560
505-535
500
430, 461
293-415
199-288
001-105
20005-21930
11870
5200-6201
810-862
501, 540
470-484
420-425
289-292
approved by the Federal Highway Administration.
adopted, and implemented by the Florida Department of Transportation in accordance with established procedures, and as
I hereby certify that these Design Standards were compiled under my responsible charge from designs prepared, examined,
Design Standards Nos.
As To ITS
Design Standards Nos.
As To Landscape Architecture
1/12/2012
8:4
5:1
2
AM
C:\
d\projects\standards\road
way\00000\00000_
Cover-03.d
gn
rd960rh
3275F220-2E8BE743-755A6869-33B039D0-46522C14
Hash Code:
P.E. No. 22400
Richard L. Reel, Jr.
Transportation Statistics Office
Manager, Traffic Data Section
F5D5EDB9-7B6B39C6-394D0299-86C9CA3C-E7C01C78
Hash Code:
P.E. No. 46780
Mark C. Wilson
State Traffic Operations Engineer
5B6D46B5-7919C646-EB8782BD-35721FF3-D36D74E7
Hash Code:
LA0001592
Jeff H. Caster
State Transportation Landscape Architect
1CF15CF9-39A75C61-1495F07B-8D11B447-10B0B1FB
Hash Code:
P.E. No. 36160
Robert V. Robertson, Jr.
State Structures Design Engineer
8B8A79BC-121F779D-E0E6786F-8D12A8AC-0B16BA9D
Hash Code:
P.E. No. 33713
David C. O’Hagan
State Roadway Design Engineer
18100-18300
17900
CERTIFICATION STATEMENT
544, 591
TABLE OF CONTENTS
REVISIONS RevisionsBooklet
SYMBOLS ANDABBREVIATIONS
001 AbbreviationsStandard
002 SymbolsStandard
QUALITY WATER AND CONTROLEROSION
104 Control ErosionPermanent
105 Facilities Existing on Turf and SoddingShoulder
DRAINAGE
199 CriteriaGeotextile
200 P and J Type - BottomsStructure
201 Inlets and Manholes for DetailsSupplementary
205 HeightCover
206 DrainTrench
210 4 and 3 2, 1, Types - Tops InletCurb
211 6 and 5 Types - Tops InletCurb
212 7 Type - InletCurb
213 8 Type - InletCurb
214 9 Type - Top InletCurb
215 10 Type - Top InletCurb
216 Inlet FlumeClosed
217 5 and 4 3, 2, 1, Types Inlets BarrierMedian
218 Inlet WallBarrier
219 Inlet Wall BarrierConcrete
220 S Type - InletGutter
221 V Type - InletGutter
230 A Type - Inlet BottomDitch
231 B Type - Inlet BottomDitch
232 H and E D, C, Type - Inlet BottomDitch
233 G and F Type - Inlet BottomDitch
234 J Type - Inlet BottomDitch
235 K Type - Inlet BottomDitch
240 Structures Control Outlet ForSkimmer
241 Outlets French-Drain ForSkimmers
245 Box InspectionUnderdrain
250 Pipe Multiple And Single - Endwalls ConcreteStraight
251 Pipe 60" Double And Single - Endwalls ConcreteStraight
252 Pipe 66" Double And Single - Endwalls ConcreteStraight
253 Pipe 72" Double And Single - Endwalls ConcreteStraight
255 Pipe 84" Single - Endwalls ConcreteStraight
258 Endwalls Sand-CementStraight
260 Pipe 30" to 15" - Grates With Endwalls ConcreteU-Type
261
Pipe30"
To 15" - Optional Grate and Endwalls-Baffles ConcreteU-Type
264 Pipe 72" to 30" - Dissipator Endwall-Energy ConcreteU-Type
266 Pipe Round Single - Endwalls ConcreteWinged
268 Endwalls Sand-CementU-Type
270 Section EndFlared
272 Section End Mitered DrainCross
273 Section End Mitered DrainSide
280 Details DrainageMiscellaneous
281 Sodding and PavementDitch
282 Drainage Sidewalk ofBack
283 Flume OpeningMedian
284 Spillway Gutter ShoulderConcrete
285 DrainFrench
286 Underdrain
287 Subdrainage PavementConcrete
288 Box Injection WellDeep
289 (LRFD) Details Culvert BoxConcrete
291 Culverts Box Concrete Precast for DetailsSupplemental
292 Culverts Box Concrete PrecastStandard
293 Culverts Box in Inlets for ModificationsSafety
295 Endwalls for ModificationsSafety
SIDEWALKS AND PAVEMENT CONCRETECURBS,
300 Gutter and Curb &Curb
301 LanesTurn
302 SeparatorsTraffic
303 Profiles ReturnCurb
304 Ramps Curb SidewalkPublic
305 Joints PavementConcrete
306 Pavement -Concrete Joint Expansion ApproachBridge
307 Details UtilityMiscellaneous
308 Replacement SlabConcrete
310 SidewalkConcrete
RAILINGSTRAFFIC
400 Guardrail
402 Bridges Existing for Connections and TransitionsGuardrail
403
Retrofits
Railing Traffic Bridge Existing For TransitionsGuardrail
410 Wall BarrierConcrete
411 Barrier ProtectionPier
412 Barrier ProfileLow
414 Barrier Concrete Temporary KType
415 Barrier ConcreteTemporary
420 Shape) F (32" - RailingTraffic
421 Shape) F 32" (Median - RailingTraffic
422 Shape) Vertical (42" - RailingTraffic
423 Shape) Vertical (32" - RailingTraffic
424 Shape) (Corral - RailingTraffic
425 Shape) F (42" - RailingTraffic
461 Barrier VisualOpaque
470 Details & Note General Retrofit) Beam Railing-(ThrieTraffic
471 Curb Narrow Retrofit) Beam Railing-(ThrieTraffic
472 1 Type Curb Strong Wide Retrofit) Beam Railing-(ThrieTraffic
473 2 Type Curb Strong Wide Retrofit) Beam Railing-(ThrieTraffic
474 Curb Intermediate Retrofit) Beam Railing-(ThrieTraffic
475 1 Type Curb Wide Retrofit) Beam Railing-(ThrieTraffic
476 2 Type Curb Wide Retrofit) Beam Railing-(ThrieTraffic
480 Details & Notes General Retrofit) Face Railing-(VerticalTraffic
481 Curb Narrow Retrofit) Face Railing-(VerticalTraffic
482 Curb Wide Retrofit) Face Railing-(VerticalTraffic
483 Curb Intermediate Retrofit) Face Railing-(VerticalTraffic
484
Approach
Footing Spread Retrofit) Face (Vertical Railing-Traffic
GENERAL
500 Material Plastic and Organic ofRemoval
501 Soils ReinforcedGeosynthetic
505 UtilizationEmbankment
506 Details EarthworkMiscellaneous
510
Highways UrbanSpeed
High and Freeways Urban Highways, Rural -Superelevation
511 Streets and Highways Urban -Superelevation
514 Numbers Structural and Group BaseOptional
515 Turnouts
516 Projects Resurfacing -Turnouts
518 StripsRumble
521 StepsConcrete
525 TerminalsRamp
526 TransitionsRoadway
527 Opening MedianDirectional
530 Pavilion AreaRest
532 Mailboxes
535 CrossingsTractor
540 PlateSettlement
544 InstallationLandscape
546 Intersections at DistanceSight
560 CrossingsRailroad
591 Sleeves IrrigationLandscape
ZONES WORK THROUGH CONTROLTRAFFIC
600 Zones Work Through Control Traffic for InformationGeneral
601 Shoulder Outside Work Two-Way,Two-Lane,
602 Shoulder On Work Two-Way,Two-Lane,
603 Way Travel The Within Work Two-Way,Two-Lane,
604 Intersection in Work Two-Way,Two-Lane,
605 Intersection Near Work Two-Way,Two-Lane,
606
Control
Signal - Way Travel the Within Work Two-Way,Two-Lane,
607
Way Travel the WithinWork
and Shoulder On Work Operation, Mobile Two-Way,Two-Lane,
608 Connection Diversion Temporary Two-Way,Two-Lane,
611 Shoulder Outside WorkMultilane,
612 Shoulder On WorkMultilane,
613 Lane Outside or Way-Median Travel Within WorkMultilane,
614 Lane Way-Center Travel Within WorkMultilane,
615 Intersection in WorkMultilane,
616 Lane Outside or Intersection-Median Near WorkMultilane,
617 Lane Center - Intersection In WorkMultilane,
618
Less
or Closed-45mph Lanes -Two Intersection In WorkMultilane,
619
WayTravel
Within Work Shoulder, on Work Operations MobileMultilane,
620 Connection Diversion Temporary Divided,Multilane,
621 Connection Diversion Temporary Undivided,Multilane
622
Less or 35mphConnection
Diversion Intersection-Temporary Near WorkMultilane,
623 Closure Lane Double Way Travel the Within WorkMultilane,
625 Less or Minutes 5 Closure- RoadTemporary
628 Closure Turn Left WayTwo
630 Rural Operations, Train Paving forCrossover
631 CrossoverTemporary
635 Crossing Railroad of Vicinity inWork
640 Rural Divided, Four-Lanes to Two-LanesConverting
641 Urban Divided, Four-Lanes to Two-LanesConverting
642
Facilities
Freeway on Wall Barrier Concrete Temporary forTransitions
650 Replacement Structure Rural Two-Way,Two-Lane
651 Construction and Maintenance Divided,Multilane
655 PacingTraffic
660 Sidewalks of Closure for ControlPedestrian
665 Opening Temporary Access,Limited
667 Standards Control Traffic Plaza,Toll
670 System AwarenessMotorist
SAFETYROADSIDE
700 OffsetsRoadside
RAILINGS PEDESTRIAN ANDFENCING
800 LocationFence
801 A Type -Fence
802 B Type -Fence
803 Fence B Type - Gate SlideCantilever
810 (Vertical) FencingBridge
811 Top) (Curved FencingBridge
812 (Enclosed) FencingBridge
820 Railing Bullet Pedestrian/BicycleBridge
821
Shape) F (32"Railing
Traffic for Railing Bullet Pedestrian/Bicycle AluminumBridge
822 Details Railing Bullet Pedestrian/Bicycle AluminumBridge
825 Railing Pedestrian/Bicycle Concrete42"
851 (Steel) Railing Picket Pedestrian/BicycleBridge
852 Railing Pedestrian/BicycleSteel
861 (Aluminum) Railing Picket Pedestrian/BicycleBridge
862 Railing Pedestrian/BicycleAluminum
870 Guiderail PipeAluminum
880 Guiderail PipeSteel
SYSTEMS BARRIERSOUND
5200 Barriers SoundPrecast
5210 (8’-0") Barrier Railing/SoundTraffic
5211 (14’-0") Barrier Railing/SoundTraffic
5212 Slab Junction (8’-0") Barrier Railing/SoundTraffic
5213 Footing Spread T-Shaped Barrier Railing/SoundTraffic
5214 Footing Spread L-Shaped Barrier Railing/SoundTraffic
5215 Footing Trench Barrier Railing/SoundTraffic
SYSTEMSWALL
6010 Wall Retaining CantileverC-I-P
6011 Wall GravityC-I-P
6020 Systems Wall Retaining MSEPermanent
6030 Systems Wall Retaining MSETemporary
6040 Wall Pile Sheet ConcretePrecast
6100 C-I-P) or (Precast Coping WallMSE
6110 Slab Railing/Junction Traffic With CopingWall
6120 Sidewalk Railing/Raised Traffic With CopingWall
6130 Sidewalk C-I-P With Coping/ParapetWall
6200 Pedestal Pole Light MountedCoping
6201 Openings Inlet Drainage at SlabJunction
TABLE OF CONTENTS
MARKINGS ANDSIGNING
11200 Sign GroundMulti-Column
11300 Structures Sign OverheadSteel
11310 Structure SignCantilever
11320 Structure SignSpan
11860 Signs Ground ColumnSingle
11870 Support Sign Mounted Bridge PostSingle
13417 Signs Highway To Panels Number ExitMounting
17302 Signs Multi-Column & Single of Placement For SectionsTypical
17328 Stations Inspection & Weigh Truck for SigningTypical
17344 Markings & SignsSchool
17345 MarkingsInterchange
17346 Areas MarkingSpecial
17347 MarkingsBicycle
17349 Terminations Street For ControlsTraffic
17350 Services Motorist ForSigning
17351 Signing CenterWelcome
17352 Markers Pavement Reflective Of PlacementTypical
17354 Signs Directional OrientedTourist
17355 Details SignSpecial
17356 Details Sign Mounted WireSpan
17357 Restrictions WeightBridge
17359 Treatment Bridge NarrowRural
LIGHTINGROADWAY
17500 LightingConventional
17501 Notes General LightingHighway
17502 LightingHighmast
17504 Details PointService
17505 Signs For LightingExternal
17515 Lighting AluminumStandard
EQUIPMENT AND SIGNALTRAFFIC
17600 Box Call AidMotorist
17700 Box Junction and SplicePull,
17721 Details InstallationConduit
17723 Pole StrainSteel
17725 PolesConcrete
17727 Details Installation Wire Span & CableSignal
17733 InterconnectAerial
17736 Service PowerElectrical
17743 Assemblies Arm MastStandard
17745 Assemblies ArmMast
17748 Assemblies Sign Street Internally-IlluminatedFree-Swinging
17764 Details Installation Signal ControlPedestrian
17781 Details Installation LoopVehicle
17784 Details Installation Assembly DetectorPedestrian
17841 Details InstallationCabinet
17870 Plans Operating SignalStandard
17881 Crossing R/R For WarningAdvance
17882 Devices Control Traffic Crossing GradeRailroad
17890 Signals Bridge Span Movable For Devices ControlTraffic
PLANNING
17900 Site MonitoringTraffic
(ITS) SYSTEMS TRANSPORTATIONINTELLIGENT
18100 Placement PoleCCTV
18101 Site CCTVTypical
18102 Grounding PoleCCTV
18104 Layout Equipment Cabinet CCTVTypical
18105 Diagram BlockCCTV
18107 Cabinet CCTV MountedGround
18108 Cabinet CCTV MountedPole
18110 Details MountingCamera
18111 Pole CCTVSteel
18113 Pole CCTVConcrete
18202 Details Trench OpticFiber
18204 Pullbox and Box Splice OpticFiber
18300 Walk-In Sign MessageDynamic
BEAMS CONCRETEPRESTRESSED
20005 Bracing Temorary BeamPrestressed
20010 Notes and Details Beam Florida-ITypical
20036 Details Standard - Beam 36Florida-I
20045 Details Standard - Beam 45Florida-I
20054 Details Standard - Beam 54Florida-I
20063 Details Standard - Beam 63Florida-I
20072 Details Standard - Beam 72Florida-I
20078 Details Standard - Beam 78Florida-I
20084 Details Standard - Beam 84Florida-I
20096 Details Standard - Beam 96Florida-I
20199 Beams Florida-I For Data Deflection &Build-Up
20210 Notes and Details Beam Florida-UTypical
20248 Details Standard - Beam 48 UFlorida
20254 Details Standard - Beam 54 UFlorida
20263 Details Standard - Beam 63 UFlorida
20272 Details Standard - Beam 72 UFlorida
20299 Beams U Florida For Data Deflection andBuild-Up
BEARINGSBRIDGE
20502 U-Beams Florida Prestressed - Details Plate BearingBeveled
20510
Beams
Florida-I Prestressed - Pads Bearing ElastomericComposite
20511
Diaphragms) End(With
Beams Florida-I Prestressed I)- (Type PlatesBearing
20512 Beams Florida-I Prestressed - 2) (Type PlatesBearing
PILES CONCRETE ROUND ANDSQUARE
20600 Piles Concrete Prestressed Square For Details andNotes
20601 Splices Pile Concrete PrestressedSquare
20602 Piles Concrete Prestressed Square For InstrumentationEDC
20612 Pile Concrete Prestressed Square12"
20614 Pile Concrete Prestressed Square14"
20618 Pile Concrete Prestressed Square18"
20620 Pile Concrete Prestressed Square20"
20624 Pile Concrete Prestressed Square24"
20630 Pile Concrete Prestressed Square30"
20631 Pile Concrete Prestressed Square 30" Capacity MomentHigh
20654 Pile Cylinder Concrete Tensioned Precast/Post-54"
20660 Pile Cylinder Concrete Prestressed60"
SLABSAPPROACH
20900 Approaches) Pavement (Flexible SlabsApproach
20910 Approaches) Pavement (Rigid SlabsApproach
JOINTS EXPANSIONBRIDGE
21100 Joint Expansion SealStrip
21110 System Joint Expansion Rod Backer With JointPoured
LIGHTING AND ACCESSSTRUCTURES
21200 Pedestal PoleLight
21210 DetailsConduit
21220 Bridges) (Fixed Details System LightNavigation
21240 Girders Box For LightingMaintenance
21250 Secitons Box Steel For Assembly HatchAccess
21251 Secitons Box Concrete For Assembly HatchAccess
DETAILS BENDING BARSTANDARD
21300 Details Bending BarStandard
BRIDGES DETOURTEMPORARY
21600 Details and Notes General Bridge DetourTemporary
21610 Foundations Pile -Timber Details Bridge DetourTemporary
21620 Foundations Pile H -Steel Details Bridge DetourTemporary
21630 Foundations Pile Pipe -Steel Details Bridge DetourTemporary
DETAILSPOST-TENSION
21801 Profiles VerticalPost-Tensioning
21802 Protection AnchoragePost-Tensioning
21803 Details Grouting and AnchoragePost-Tensioning
DETAILS SYSTEMFENDER
21900 Piles Polymeric System-Fender
21930 Piles Concrete -Prestressed SystemFender
REVISIONS
Number
Index
Number
SheetDescription
1 ABBREVIATIONS STANDARDUpdated
2 2
(Attenuator)Cushion Crash from Attenuator word
the Deleted bales. synthetic for symbol Removed �. Barrier
�Sediment to � Fence�Silt changed and types lineRotated
100
Manual".
Control Sediment and Erosion "Florida the seeIndexes
deleted these on contained formerly details For deleted,Index
101
Manual".
Control Sediment and Erosion "Florida the seeIndexes
deleted these on contained formerly details For deleted,Index
102
Manual".
Control Sediment and Erosion "Florida the seeIndexes
deleted these on contained formerly details For deleted,Index
103
Manual".
Control Sediment and Erosion "Florida the seeIndexes
deleted these on contained formerly details For deleted,Index
105 1 B. 1. Note �, NOTES�GENERAL Revised
106
Manual".
Control Sediment and Erosion "Florida the seeIndexes
deleted these on contained formerly details For deleted,Index
199 1
Strength" Tensile Width "Wide withStrength"
Tensile With "Wide replaced Column Test under 1,Table
200 1 pipes underneath grout show to detailsRevised
200 2
walls. 20’ to up include to 2B)-TABLE
(ALTERNATE STRUCTURES RECTANGULAR & SQUAREUpdated
200 5
walls. 20’ to up include to8)
(TABLE STRUCTURES RECTANGULAR - DESIGNS WALLUpdated
201 1 Manholes Adjustable for detailAdded
201 2
sentence. last the deleted note detail BASE ANDSUBGRADE
FOR DRAINS TEMPORARY from Also 3." "...Sheet to 4." of3
"...Sheet from reference sheet changed 4 Note (TOPS)","NOTES
201 3
" 2" >=1 "h to zero" >=1 "h changed noteSEGMENTS
CAST MONOLITHICALLY OR JOINTS CONSTRUCTIONDOWEL
WALL TO SLAB FOR SEGMENTS VIEWS, SIDECOMPARATIVE
SEGMENTS, RISER AND BOX FOR DIMENSIONSMINIMUM
201 4 7.Note revised �, NOTES�GENERAL
201 5
notes. and detail VIEW PICTORIALCORNER,
AT OPENING PIPE WITH SEGMENT RECTANGULARModified
206 1 4and 1 Notes �, NOTES�GENERAL Revised
211 1
details
multiple on point Reference Location Box of CenterAdded
211 2 details bottom/riser InletRevised
211 3 details bottom/riser InletRevised
212 1 1Note �, NOTES�GENERAL Revised
213 1 1Note �, NOTES�GENERAL Revised
215 1
24".x 22" to adjusted opening �slab "text
the substituted and 36"." x 24" to adjusted opening �slab
" deleted 6 Note NOTES, GENERAL 10", TYPE TOP INLET"CURB
217 1 2Note �, NOTES�GENERAL Revised
218 1 1Note �, NOTES�GENERAL Revised
219 all revised/reorganized completelyIndex
220 1 notes and detail AA SECTIONRevised
221 1 1 Note NOTES, GENERALRevised
231 2 1a Note NOTES, GENERALRevised
232 3 2 Note NOTES, GENERALRevised
233 1 point Reference Location Box of Center added View PLANTo
233 2 point Reference Location Box of Center added View PLANTo
245 1
point Reference Location Box of Center addeddetail
VIEW TOP to and 2" to 1" from changed wall the in rebarthe
of top the to dimension the APRON AND TOP TYPICAL DetailIn
261 2
thickness wallpipe
the include to down arrow dimension the moved AA,SECTION
272 6 2 note new added and 2 & 1 notesCombined
280 1
ConcreteNS to Concrete
I Class from Collars Concrete changed and Pipe)" Line
Main Elliptical of Height 1/2 (or Diameter Pipe Line Main
of 1/2 = Diameter "Max. to Note Leader changed �, detail
PIPE STUB AND MAINLINE JOINING FOR COLLAR �CONCRETE
280 3
2. noteadded
and note numbered and Companies Railroad of tableUpdated
282 1 2" to 1/2" 1 from slab in cover rebarChanged
285 1
items. bulleted including paragraph secondthe
delete and sentence first the from section..." cross typicalthe
"...following deleted 9 Note NOTES", GENERAL DRAIN,"FRENCH
289 5
I.DETAIL in coping at railing traffic of baseto
offset 3/4" 1 Added details. underdrain and hole weepAdded
Number
Index
Number
SheetDescription
289 6
details.clarified
and title,to Connection I Type and 6 & 5 NotesAdded
289 7 details. Connection II Type with SheetNew
289 8 7. Sheet fromRenumber
291 1
note.Steel Reinforcing
Changed callout. E DETAIL to Connection I Type "forAdded
291 3
B-B. SECTION in detail joint horizontal 1/2"the
to Sealant" Joint "or Added details. Transition C-I-P 289Index
to refer to callouts changed and title, E-E SECTIONClarified
292 7 &1
SECTIONS. BOXTYPICAL
to Shown)" Configuration Reinforcing 1 "(Option subtitleAdded
292 2
CONFIGURATIONS. REINFORCING 3 & 2 OPTION FORLOCATIONS
SPLICE LAP OF SCHEMATIC and &11, 7 NOTE GENERALAdded
302 2 490. No. Index from treatment skewedAdded
302 3 2". "Sheet to bridges skewed for reference noteChanged
303 1 Arrows Flow of directionUpdated
304 1
8 and 5 4, NotesRevised
Index. throughtout requirement landing level 2’ theDeleted
304 2
�Engineer.The By Approved When Conditions Restricted
In Min. 3’ To Reduced Be May 8 CR And 7, CR 6, CR
2, CR 1, CR Ramps Curb For Widths �Ramp text theDeleted
304 3
�Engineer.The By Approved When Conditions Restricted
In Min. 3’ To Reduced Be May 17 CR And 16, CR 15, CR 11,
CR 10, CR Ramps Curb For Widths �Ramp text theDeleted
304 4
�Engineer.The By Approved When Conditions
Restricted In Min. 3’ To Reduced Be May 26 CR and 25 CR
24, CR 22, CR 21, CR 20, CR Ramps Curb For Widths �Ramp
text the Deleted Min." � "4to Min." � "3 Changed VIEW,PLAN
304 6
ramps.
the up extensions warning detectable � 2 the DeletedVIEWS,
305 2
JOINTS)(CONCRETE-CONCRETE
BREAKER BOND ROD BACKER table in values missingReplacing
307 1
specifications." mix asphalt FDOTcurrent
with accordance in thickness and type for coursesfriction
and structural existing the match shall asphaltreplacement
"The with paragraph second replacedREPLACEMENT
AND REMOVAL PAVEMENT under and 6, Noterevised
NOTES, GENERAL under DETAILS, UTILITYMISCELLANEOUS
307 2
5 Note revised PIPE",CONFLICT
UTILITY FOR NOTES DETAILS, UTILITY"MISCELLANEOUS
308 1
note. leader from Bars TieExisting
Cut Saw REPLACEMENT, DEPTH FULL SLAB10.4-PARTIAL
FIGURE from deleted and 10.5 and 10.4 10.3,Figures
in Joints Transverse include to leader Breaker BondExtended
308 2
depth
slab 1/3 the of front in < added Moderate Path, WheelSpall
and Path Nonwheel Spall both DEFICIENCIES, JOINT theIn
310 1
Engineer." The By Approved When ConditionsRestricted
In 3’ To Reduced Be May "*4’, text, the Deleted curb.of
back the from foot 1 taper driveway offset and notesRevised
400 1
Proposal).
Initiative Savings (Cost CSIP to Proposal) ChangeEngineering
(Value VECP changed and 16, and 7 6, 4, NotesRevised
400 13
view ELEVATION the in notedas
information Connection" and Transition "Guardrail theRevised
400 16 2 NoteRevised
400 17
changes. verbiage Specificationon
based NOTES and SPACING REFLECTOR Revised F1083.ASTM
Per Rail Pipe Galv. 40 Sch. 2 NPS to Diameter Nom. 2"Changed
400 22
#2. Notesin
21 sheet to 23 sheet from number sheet referencedCorrected
400 23 detail. VIEW FRONT in leader Tube Steel ontoAdded
400 24
"CSIP". to "VECP" changed 7Note
NOTES, TERMINAL LOADER ECCENTRIC MODIFIED"GUARDRAIL",
400 25
less".or mph 60 of speed highway
only used be to is return radius � 32 "the text: thedeleted
3, Note NOTES", RETURN RELEASE "CONTROLLED"GUARDRAIL",
402 24 Plates. Name Bridge for NoteAdded
403 3
LF". (Special), Curb "Concrete to BlockTransition
for payment Changed "NS". to Class ConcreteChanged
410 1 revised/organized completelyIndex
411 1 7. and 3 Notes NOTES, GENERALRevised
412 2
OFFSET. END APPROACH OF VIEW PLAN in leaderMarker"
Object 1 "Type to text Added detail. the to revisions madeand
DROP-OFFS, AT SPACE DEFLECTION to reference in tablea
Added PAD. ASPHALT and USE OF LIMITATION on NotesAdded
Number
Index
Number
SheetDescription
414 1
note.
DESIGN ALTERNATE to criteria" 3 Level Test 2009 MASH"or
Added and "105" to "6-8" from reference specificationChanged
414 4 Barrier QPL for note TRANSITIONS to languageAdded
414 6
Stake.of
top to modifications optional added and symbol weldCorrected
414 7
INSTALLATIONS
ROADWAY FILLED BACK to option Fill FlowableAdded
415 1
notes.
Revised layout. anchors with Barrier parallel a depictingsheet
new with replaced text, and drawings wall barrier 415Deleted
415 3
notes.
Revised layout. anchors with Barrier parallel a depictingsheet
new with replaced text, and drawings wall barrier 415Deleted
415 4
notesrevised
7, page to moved and SHIELDING WALL FOR NOTESRevised
415 5
4 sheet to renumbered
cushions, crash abutting units Barrier end four the
to anchors Added drawings". �s manufacturer cushioncrash
the on shown when "or note: the of end the to textfollowing
the add down, diagram fourth the and corner left upperthe
in cushion crash the at note BARRIER", CONCRETE"TEMPORARY
415 7
5 sheet to renumberedcushions,
crash abutting units Barrier end four the to anchorsAdded
415 8
6 sheet to renumberedcushions,
crash abutting units Barrier end four the to anchorsAdded
415 9 sheetDeleted
415 10
7 sheet torenumbered
names, propriety Removed SHIELDING. WALL FOR NOTESAdded
417 1 deletedIndex
420 1
notes. JOINTS and MARKERSChanged
3. Sheet to bridges skewed on treatment for referencenote
JOINTS Changed "B". Detail to REFERENCE CROSSChanged
420 3 490. No. Index from details skew for sheet newAdded
420 4 sealant silicone pre-cured to DETAIL"B" and No. SheetChanged
421 1
note. JOINTSChanged
3. Sheet to bridges skewed on treatment for referencenote
JOINTS Changed "B". Detail for REFERENCE CROSSChanged
421 3 490. No. Index from details skew for sheet newAdded
421 4 silicone pre-cured to "B" DETAIL and No. SheetChanged
422 1
note. JOINTS and MARKERS Changed420.
No. Index to bridges skewed on treatment for referencenote
JOINTS Changed "A". Detail to REFERENCE CROSSChanged
422 2
B-B.VIEW
to V-Groove 3/4" Added DESIGNER. TO INSTRUCTIONSDeleted
422 3 sealant. silicone pre-cured to "B" DETAILChanged
423 1
notes. JOINTS and MARKERS Changed 420. No.Index
to bridges skewed on treatment for reference noteJOINTS
Changed dimensions. offse post Revised 821). Index Interimto
(similar attachment Railing Bullet for detail end taperedAdd
423 2 DESIGNER. TO INSTRUCTIONSDeleted
423 3 3). (Sheet sealant silicone pre-cured to "B" DETAILChanged
424 1
note.
MARKERS Changed "A". DETAIL to REFERENCE CROSSAdded
424 3
sections
curbed for Sealant) Silicone (Pre-cured "A" DETAILAdded
425 1
notes JOINTS and MARKERS Changed 420. No. Index tobridges
skewed on treatment for reference note JOINTSChanged
425 2 DESIGNER. TO INSTRUCTIONSDeleted
425 3 sealant. silicone pre-cured to "B" DETAILChanged
430 1 2 sheet deleted and IndexRevised
470
993. spec per rail the of top onmounting
to groove upper the in mounted be to reflector thefor
calling from note change note MARKERS, RAILINGREFLECTIVE
480 1 note. MARKERS ELEVATIONChanged
481 1 notes. ** and *Changed
482 1 notes. ** and *Changed
483 1 notes. ** and *Changed
490
421.
& 420 302, Indexes to moved details separate deleted,Index
REVISIONS
Number
Index
Number
SheetDescription
501
requirements.Property Durability
Biological from G22 & D3083 ASTM Deleted - 3-12Sheets
sheets.all
Renumber geotextiles. TENCATE for 10 & 5 Sheets newAdded
2 Note to "RFLT" Added - 1Sheet
10 & 9 to renumbered 9 & 8 Sheets Added, 8 SheetNew
20FORNIT to 4 Application Usage and Factor Reduction Creep
Resistance, Creep Added and 30 FORNIT Added - 7Sheet
12SF
11& SF SYNTEEN for 2 Usage Application Added - 6Sheet
"MIRAFI" to "MARAFI" Corrected - 5Sheet
510 1
MEDIANNO PAVEMENT, 6-LANE OR 4-LANE 2-LANE, details in
Point, Grade Profile showing arrows of placement Corrected
�. ALL�IN of occurrence second the deleted �, TRANSITIONS
�SUPERELEVATION for notes the to heading theIn
515 2
curb.
of back the from foot 1 be to Taper Driveway offsetUpdated
515 4
curb.
of back the from foot 1 be to Taper Driveway offsetUpdated
515 6
STREET. OR ROAD PUBLICOR
COMMERCIAL LARGE and VOLUME LOW for titles detailChanged
520 WALL" GRAVITY "C-I-P 6011, Index Now DeletedIndex
530
details.
to dimensions added notes, general to changes madePavilion,
Area Rest to Equipment Area Rest from Title IndexChanged
546 1-6 sheets Intersections, at Distance Sight on policyNew
560 1
table SURFACES CROSSING to typesurface
Timber/Asphalt Added 7. note new added and 2)(sheet
sheet details a and 1) (sheet page notes a sheets, 2 intoSplit
560 2 SheetNew
591 1 IndexNew
600 1
series. 600 Index throughoutchanged
also Proposal", Initiative Savings Cost "CSIP toProposal"
Change Engineering Value "VECP changed andAttenuator",
Mounted "Truck/Trailer read: to "TMA" ofdescription
changed "ABBREVIATIONS", ZONES", WORK THROUGHCONTROL
TRAFFIC FOR INFORMATION "GENERAL reorganized.Index
600 3
"crown". normal termthe
with table the of heading the in and description text theboth
in slope" "cross normal term the replacedSUPERELEVATION
heading the Under 4. sheet to SET STRIPRUMBLE
RAISED TEMPORARY and STRIPS RUMBLE RAISEDTEMPORARY
OF PLACEMENT TYPICAL of detail Removed 4.sheet
from over moved were ZONES WORK IN SPEEDSREGULATORY
and APPAREL SAFETY VISIBILITY HIGH notes,Rearranged
600 4
SET. STRIP RUMBLE PORTABLE TEMPORARY STRIPS,RUMBLE
RAISED TEMPORARY OF PLACEMENT TYPICAL details:following
the Added 5. sheet to moved ZONES WORK SURVEYand
CONTROL FLAGGER 3. sheet to moved notes ZONES WORKIN
SPEEDS REGULATORY and APPAREL SAFETY VISIBILITYHIGH
600 5
G20-2. to G20-2A from SIGNWORK
ROAD END the for number sign standard revised notes,ZONES
WORK SURVEY and CONTROL FLAGGER added note,PLACEMENT
SIGN Removed note. SIGNING ROAD INTERSECTINGRevised
600 6 notes and DetailsRevised
600 7
MOT. Sum Lump in included be shall signInformation
Project for Payment 3, note New sheeting. andpanel
of splicing for 11200 Index to reference Added LESS. ORMPH
45 DETAIL SIGN INFORMATION PROJECT smaller newAdded
600 8
sign. (W8-7) GRAVELLOOSE
and (MOT-15-06) AHEAD PAVEMENT GROOVED under(W8-15P)
motorcycle with sign Graphic added and sign;message
word the for (W21-1A) and sign symbol the for (W21-1)to
sign WORKERS of designation changed signs, (W3-4) STOPTO
PREPARED BE and (MOT-18-10) AHEAD STRIPS RUMBLEAdded
600 9
BOARD".
ARROW WARNING "ADVANCED to " PANEL ARROWWARNING
"ADVANCED Changed note. MARKINGS PAVEMENTREMOVING
revised and supports sign portable on required not arelights
B Type that clarify to note Added supports. signportable
on used be to not are Flags Orange Standard that noteAdded
600 10
criteria. 8.8 ch PPM match to drop-offsidewalk
and bike for criteria Added sheet. to NOTESCONDITION
DROP-OFF WAY BICYCLIST AND/OR "PEDESTRIANAdded
600 11
SIGNS. ENTRANCE BUSINESS OF PLACEMENTunder
2 No. note in "shall" to "should" changed and 5, Note newAdded
Number
Index
Number
SheetDescription
600 12
detail. DEVICEDEFORMABLE
MODULAR Added notes. remaining renumbered and 2 and1
notes deleted NOTES", DEVICE LIGHTING AND"CHANNELIZING
602 1
performed." being is work nowhen
covered fully or removed be to sign "WORKERS 2 NoteDeleted
603 2 5 and #1 notes newAdded
607 1
changes. MUTCD2009
with accordance in display panel arrow and signingUpdated
612 1
Flag
Orange (Min.) 18" X 18" with Sign for text SYMBOLSCorrected
613 1 Notes DurationRevised
616 1 Notes DurationRevised
619 1
2. sheet new to details moved and layout, sheetRevised
drawing. to BOARD ARROW WARNING ADVANCEDAdded
619 2 sheetNew
623 1 IndexNew
628 1 zone Buffer the within nothing is there that so DetailChanged
635 1 Space Buffer for TableAdded
642 1
RIGHT MERGE LANE LEFT FOR PLAN INVERTED LEFT-MERGE
LANE RIGHT FOR SHOWN -PLAN SHIFTS LANE ANDDROP
LANE WAY ONE LANES MORE OR TWO detail in offsetCorrected
667 1
5.) sheet on 3 note and 4; & 3sheets
on 5 Note 2; & 1 sheets on 4 (Note required." isattenuator
mounted truck/trailer "A to attenuator" mounted truck a ofuse
the requires work "Aerial - 5 thru 1 sheets on noteRevised
667 6 location. taper of labelingCorrected
670 1 detail in 6 note to referenceCorrected
801 1
revised. werepost
plastic recycled for requirements 7 note Notes GeneralUnder
802 1
"options"substituted
and "operations" deleted title in F, Note FENCE, BTYPE
803 1
List." Products Qualified the on systems fencingthe
from gate slide cantilever any substitute may Contractorthe
Engineer the by approved "When 1 Note General fromDeleted
810 1
Railing. Trafficof
top to attach not shall fencing clarify to and RailingTraffic
show to PARAPET CONCRETE ON SECTION TYPICALModified
angle. degree 45 to post of bottom at cut changed SheetsAll
810 2 "A". DETAIL to dimension embedment bolt anchor 4"Added
811 1
appropriate. where "Parapet"to
"Barrier" changed or Deleted note. * and Railing TrafficAdded
812 3
DETAIL.CONNECTION
CLAMP PIPE to dimension embedment bolt anchor 4"Added
820 1
"A". DETAIL changed and420,
No. Index to Treatment Skew for reference note *Changed
title; to "Bullet" and "Bridge" Added note. PAYMENT andtitle
to "Bullet" Added joints. to dimensions offset postChanged
821 1
1.Note Added and REFERENCES
CROSS to NOTES Changed title. to "BRIDGE" Addeddetail.
end tapered Added joints. to dimensions offset postChanged
822 1 title. to "BRIDGE"Added
822 2
notes. DRAWING SHOP and SPLICES RAILINSTALLATION,
RAIL changed and 3 Sheet to NOTES RAILINGMoved
822 3 Details End Tapered with 3 SheetAdded
825 IndexNew
826 DeletedIndex
850 DeletedIndex
851
OF FACE INSIDE OF ELEVATION in "B" Detail for 3" "Sheet to
references corrected and 852 match to spacing postChanged
852. No. Index match to railing Changed - 1-3Sheets
852 850 No. Index replaces IndexNew
860 DeletedIndex
861 862. No. Index match to railing Changed - 1-3Sheets
862 860 No. Index replaces IndexNew
870 1 notes Design AlternateRemoved
880 1 notes Design AlternateRemoved
5100
WALL". RETAININGCANTILEVER
"C-I-P 6010, No. Index with replaced Deleted;Index
5200
9). to 4 = (N SoilGranular
Loose for designs Added panels. of back on surfacetexture
for option Added details. post degree 45 AddedOPTION.
CLEARANCE LOW Added "E". Option previous exceptoptions
foundation all Deleted DETAILS. BENDING BAR the inP3
Bar of radius and P6, & P5 Bars of dimensions Changednotes.
redundant deleted and combined Revised, Designs.Foundation
Wind mph 150 & 130 110, added and LRFD toSpecification
Design Changed 5201-5207. Index Merged 16: - 1Sheets
Number
Index
Number
SheetDescription
5210 1
joint. Sealant Silicone Pre-curedto
Plug Mortar Changed Joints. Open Intermediate andV-Grooves
of spacing Change DESIGNER; TO INSTRUCTIONSDeleted
5210 2 joint. Sealant Silicone Pre-cured to Plug MortarChanged
5210 5 joint. Sealant Silicone Pre-cured to Plug MortarChanged
5212 1 detail. Slab JunctionChanged
5212 2 detail. Slab JunctionChanged
5300 Deleted.Index
5301 6030. No. Index toMoved
6010 5100). No. Index (Previously Title & No. IndexNew
6011
revised.
Completely 520) No. Index (Previously Title & No. IndexNew
6020
revised.Completely
2) & 1 Sheets 5300, No. Index (Previously IndexNew
6030
revised.
Completely 5301) No. Index (Previously Title & No. IndexNew
6040
revised.Completely
20440) - 20400 No. Index (Previously Title & No. IndexNew
6100
revised. Completely4)
& 3 Sheets 5300, No. Index (Previously Title & No. IndexNew
6110
revised.Completely
5-10) Sheets 5300 No. Index (Previously Title & No. IndexNew
6120
revised. Completely11-13)
Sheets 5300 No. Index (Previously Title & No. IndexNew
6130
revised. Completely15)
& 14 Sheets 5300 No. Index (Previously Title & No. IndexNew
6200
revised. Completely16-18)
Sheets 5300 No. Index (Previously Title & No. IndexNew
6201
revised.Completely
19) Sheet 5300 No. Index (Previously Title & No. IndexNew
11200 1
(Max.)
8’-0" (Min.), "7’-0" read to Elevation Typical in HeightModified
11. Note NOTES, SIGNGROUND
COLUMN SINGLE Deleted deleted. was noteTolerances
revised. were note Drawings Shop and note PlateFuse
note, Connection Base note, Welding WIND TYPE Z undernote
in 1/2" to 3/8" from size Bolt Changed note). PLATEFUSE
(under was note FACE SIGN where B36." ASTM per plateshim
Provide SHIM: "BRASS added and note, MATERIALALTERNATE
under be to note FACE SIGN moved NOTES,GENERAL
11200 2
added. post S3x5.7 and revisedConfiguration
details. A-A SECTION and CONNECTION BASE in wto
3/4" from leader changed and table DATA CONNECTIONBASE
in column "w" added and 8x18 W Section Added Detail.Shim
to added Shims Brass revised. B Detail revised. symbolWeld
11300 1
detail. CONNECTION TRUSS &SIGN
OF DETAIL TYPICAL to specifications material U-BoltAdded
11310 1 note. paymentDeleted
11310 2
B-B. Section in Min.) (1/2" 1/8" +Thickness
Upright to 1/2" from dimension gap modified and ViewPlan
Plate Base in 3/8" to 1/4" from size washer plateChanged
11310 3
Detail. ConnectionPlate
Truss to 36’) than longer trusses (For of limitationAdded
11310 5 P. and M L, Detail in EB & EA to B & A dimensionsChanged
11320 1 14. and 4j NotesAdded
11320 2
A-A. Section in Min.) (1/2" 1/8" +Thickness
Upright to 1/2" from dimension gap modified and PlateBase
View Plan in 3/8" to 1/4" from size washer plateChanged
11320 4 K. and I H, Details in EB & EA to B & A dimensionsChanged
11860 3
3.
Note and TABLE FOUNDATION AND POST to Length StubAdded
11860 5
F2329. ASTM to B633 ASTM fromNotes
Base Slip of 3 Note of portion galvanizing Revisedpost.
around note Grout" or Asphalt "2" added Also,CONCRETE.
IN DETAIL POST DRIVEN In dia. 18" to PVC dia. 12"Changed
11870 IndexNew
13417 1 AA SECTION from removed lines dimension andGauge
17302 1
the of 2H Section to reference with revised noteMARKER)
POST (MILE IX CASE and MARKER, POST MILE the ofbottom
the to 4’ to marker the of center the to 5’ fromchanged
MARKERS POST MILE of height Mounting MARKER) POST(MILE
IX CASE Max. 8’ - Min. "7’ to Std." "7’ from HeightRevised
17344 1
line." of inside to line of inside from measuredis
width "The that adding by widths crosswalk for noteRevised
17344 2
sheet. of bottom at note CROSSWALKSCHOOL
from removed numbers Sheet and revised markingCrosswalk
REVISIONS
Number
Index
Number
SheetDescription
17344 3
detail. to added asterisk andsymbol
sign new 7 example under 7 condition note to addedSymbol
Asterisk Also sheet. of bottom at note CROSSWALKSCHOOL
from removed numbers sheet and revised markingCrosswalk
17344 5
DETAIL.
MOUNTING on leader Clamp Rope Wire from 3/8"Deleted
17345 2 changed widthMarking
17345 3
M.U.T.C.D.2009 The
With Comply to Line Skip � �-9 3 White 12" 6"or And Lines,White
Solid 12" with Lanes Deceleration and AccelerationRevised
17345 4
detail. ARROW WAYWRONG
on 2’-4" to 2’-6" from spacing RPM of dimensionChanged
17346 1 6"-12". to 8" from markings Skip 3’ of dimensionChanged
17346 2
added. was 01/01/10 Date Revision detail. ROADSMINOR
AND MAJOR WITH INTERSECTIONS FOR MARKINGSPAVEMENT
form deleted was POINT RADIUS OPPOSITE BEGINSLINE
17346 3 modified arrows ofDimensions
17346 4 emphasis special to crosswalks standardChanged
17346 7
taper. the of beginning the toletter
first the following dimension 50’ the removed and 120’ to8"
- 117’ from taper the of beginning the to numbers ofbeginning
from distance layout changed A Detail for B, DetailAdded
17346 8
outside. to outside 15’ to 20’ from detail CROSSINGR/R
FOR MARKINGS PAVEMENT TYPICAL on dimensionsChanged
17346 10
Signing. Yield withCrosswalk
2 SCHEME Deleted details. all to White" Solid 6" of"100’
added and degrees 90 signs all Rotated 3. note in "special"to
"high" Changed table. SPEED APPROACH in row lastDeleted
17346 14 2 NoteRevised
17347 1 revised. completelySheet
17347 2
1. sheet fromnotes
with comply to details revised and details sheetReorganized
17347 3
1. sheet from noteswith
comply to details sheet revised and details sheetReorganized
17347 4
on-ramps".
and lane "bike for details new Added 1. sheet from noteswith
comply to details sheet revised and details sheetReorganized
17349 1
. " 30’ than less Widths "Nose and Greater" and 30’Widths
"Nose Reflectors Yellow I CASE to details signAdded/deleted
17352 1
�.�linesand � �solidbetween � �longitudinalinsert �, 3�Note
�, MARKERSPAVEMENT REFLECTIVE OF PLACEMENT �TYPICAL
17352 2
2. note added and details inChevrons
of Center to moved Markers Pavement ReflectiveRaised
17354 1 IndexNew
17355 2
and FTP-21-06, FTP-20-06, FTP-19-06, following: theadded
and 3, No. Sheet to FTP-17-06 Moved DETAIL.FTP-16-06
Deleted request. Turnpike’s the per FTP-16-10Revised
17355 3 FTP-17-06. detailAdded
17355 4
FTP-22-06. No. Signon
Message Changed 2. No. Sheet to FTP-22-06 andFTP-21-06,
FTP-20-06, FTP-19-06, details Moved FTP-24-06.and
FTP-23-06 details for scale adjust to layout sheetChanged
17355 5
Signal". Yellow 12"of
Location "Optional read to FTP-31-06 detail on noteChanged
17355 7
added. Turn) (Right forFTP-55R-06
and FTP-54R-06 Note and Turn) (Left forFTP-55L-06
and FTP-54L-06 to changed were FTP-55-06 andFTP-54-06
17355 8
3.line
in size text and dimensions revised, detail signFTP-70-06
17355 9
FTP-81-06.and
FTP-80-06, FTP-79-06, details: following the forBackground"
"Yellow read to note Changed FTP-84-09. detailAdded
17355 11 MOT-19-11. and MOT-18-10 FTP-18-10, details signAdded
17357 1
24"x36". to 30"x36" from size R12-5 Sign changed andNo."
Sign of "Location reading by start to 4 and 2 notesChanged
17500 1
text. leader from"FNQ"
Deleted DIAGRAM. WIRING POLE METAL from wireground
and conduit ground Deleted drawing. and leaders POLEMETAL
and DIAGRAM, WIRING DETAIL, WIRING POLE METALRevised
17500 2
8. and 2notes
Deleted 7. and 6, 1, notes Revised details. A-ASECTION
and DIMENSIONS SLAB on notes and leaders dimensionseveral
Deleted/changed detail. LAYOUT REINFORCEMENTDeleted
17500 3
2.note
Deleted 8. and 7, 6, 1, notes Revised details. B-BSECTION
and DIMENSIONS SLAB on notes and leaders dimensionseveral
Deleted/changed detail. LAYOUT REINFORCEMENTDeleted
Number
Index
Number
SheetDescription
17501 1
Specifications.
Protector Surge Deleted 24. and 21 15, 7, 6, NotesDeleted
17502 1
sheets remainingrenumbered
and 2 sheet to notes from paragraph last movedalso
Book Specifications Standard into moved and 1 sheetDeleted
17502 2
1 sheet as sheet renumbered over, 1 sheet from noteMoved
and sheet to detail DIAGRAM WIRING POLE HIGHMASTAdded
17502 3
10. No.note
deleted and 9 No. note revised and 1, No. Sheet toRenumbered
17502 4 2 No. Sheet toRenumbered
17502 5 3 No. Sheet toRenumbered
17502 6
DETAILS.WIRING
from conduit and wire ground Deleted specifications.with
conform to notes leader Revised 4. No. Sheet toRenumbered
17502 7
dimension spacingrevised
and DIMENSIONS, SLAB to detail cross-section AddedC-C.
SECTION in detail rebar and leaders dimension Deleteddetail.
LAYOUT REINFORCEMENT Deleted 13". x 24" tomeasurements
detail box pull revised and 6, No. Sheet toRenumbered
17504 1
�.17503)Index Detail �(See deleted
left; the on drawing �, B�DETAIL �, DETAILSPOINT �SERVICE
17505 1
SUPPLY.POWER
OVERHEAD PLAN left lower in Detail and NotesRevised
17515 2
well. as 10 note Added 8. notefrom
(c.) part Deleted (b.). part read to 9 note added and (a.)part
read to 8 note Revised Index. from Language QPLRemoved
17515 3
AA Section in dimensionsadded
and detail ELEVATION ARM on Length Arm Fixture to 15’Added
17515 4
(d) 1 note to strength" tensile andstrength
"yield added and 1 note in Specification ASTMChanged
17600 1 note. Marker Box/Mile Call from removed ** IIType
17700 1 IndexNew
17721 1
subtitle of out "CURB" tookand
D, FIGURE in Roadway Of Surface Finished to hatchChanged
Fill." "Flowable across hatch Base extended and C,FIGURE
to BORING" DIRECT "OR Added B. FIGURE under 2note
Revised A. FIGURE from DRIVEWAYS" UNDER "ANDDeleted
17723 1
10 Note addedand
6d and 8 note deleted and 9 note revised tagidentification
aluminum the on required Information Changed6.
note of end the to thickness" wall base and steel of "FyAdded
17723 2
attachment. resistant fatigue moreprovide
to C Detail in plate base to pole of attachment weldRevised
Variables. Pole Strain of Table in BE & BD columnsDeleted
17723 3
nut. 3/4"to
nut 3/8" and hole 13/16" to hole 5/16" from ’a" option forView
Cut-Away and View Top for description leader theRevised
17727 1
MUTCD. the not and Specifications Standardthe
reference to note clearance vertical the revised alsosheet
the throughout "80" Schedule to "40" Schedule Changedbolt.
eye oval for detail view plan on wire catenary secondDeleted
17727 2
MUTCD. the not and Specifications Standardthe
reference to note clearance vertical the revised alsoThreads"
NPSM With (T6061) Pipe Aluminum 80 Schedule OrPipe
Steel Stainless 1/2" "1 read to Detail Signal in noteRevised
17743 1
9. to 10 fromLum
S22 and Lum S21 S2, S1, rows for values RC columnChanged
Arm. Double and Single - Table Design Shaft andConnection
Pole, the from BE and BD columns Deleted Cases.All
- Table Design Arm from FQ/SQ and FM/SM columnsDeleted
17743 2
values FJ/SJ columnChanged
Arm. Double & Single - Table Design Shaft andConnections
Pole, the from BE and BD columns Deleted 23. to 22 fromE1
row and FJ/SJ column for values the changed and Cases, All-
Table Design Arm the from FQ/SQ and FM/SM columnsDeleted
17743 3
Arms.
Mast "E" into incorporated Arms Mast "F" sheet. entireDeleted
17745 1
Notes Design Special and Design Standard anddimension
’UB’ Modified 17. note deleted and 15 8, 4, 1, NotesModified
17745 2
’BB’. for dimension revised and detailwasher
plate details, standoff bolt anchor Modifiedattachment.
resistant fatigue more a provide to D-D Section inplate
base to pole of attachment weld Revised Elevation.Anchorage
and Plate Base to openings Added E-E, SECTION in noteCover"
Compartment "Terminal to text added and note "**"Deleted
Number
Index
Number
SheetDescription
17745 3
permitted." are welds seamlongitudal
two of maximum a to "Up to H-H Section for note ofsentence
last Change attachment. resistant fatigue more aprovide
to ’J’ Detail in plate base to arm of attachment weldRevised
17745 4
permitted." are welds seamlongitudal
two of maximum a to "Up to M-M section for note ofsentence
last Change attachment. resistant fatigue more aprovide
to ’O’ Detail in plate base to arm of attachment weldRevised
17745 5
definition. ’LL’ revised and size bolt capchanged
pad, grout removed detail, hook J revised and nut 3/4"to
nut 3/8" and hole 13/16" to hole 5/16" from ’a’ option forView
Cut-Away and View Top for description leader theRevised
17764 1
Count indicate to faces signal pedestrian ChangedAluminum.
to Steel from base Transformer on pedestalChanged
17784 1
C. FIGURE in 5’-6" to 5’ Revised B. FIGURE in"Aluminum"
to "Steel" Changed 1. No. note adding by NotesRevised
17784 1 to Steel from base Transformer on PedestalChanged
17784 2
�.EFIGURE TO �ALTERNATE added
�, II�CASE �. E�FIGURE to �, F�FIGURE changed �, I�CASE
�, DETAILSINSTALLATION ASSEMBLY DETECTOR �PEDESTRIAN
17882 1
striping. vertical with markings degree 45 allreplaced
vertical, be to arms gate all on markings updatedMUTCD
17882 2
striping. vertical with markings degree 45 allreplaced
vertical, be to arms gate all on markings updatedMUTCD
17882 3
5". Note "See to "*" from noteleader
changed detail, ROADWAY MULTILANE AT CROSSINGRAILROAD
17882 4
striping. vertical with markings degree 45 allreplaced
vertical, be to arms gate all on markings updatedMUTCD
17890 2
FTP-84-09.with replaced and sign
AHEAD BRIDGE DRAW describing note Deleted �, "FIGURE-G
17900 5 revised completelySheet
17900 6
RADAR.MICROWAVE
SENSOR WIRELESS II TYPE to subtitle sheet Changed
�. �Variesto �, 23- � 16from height mounting unit the Changed
�. �Variesto (Min) � 15 from dimension offset pole theChanged
17900 7
details. Pole Power Solar both fromLine
Service and Box Service Telco the to references removedand
17700)" Index (Ref. box "Pull to 17721)" Index (Ref. box"Pull
note leader changed details, CABINET MTD. BASE WITHPOLE
POWER SOLAR & CABINET MTD. POLE WITH POLE POWERSOLAR
18101 details in pad Grout outTook
18110 1 revisedSheet
18110 2 revisedSheet
18111 1
foundation
the into embedment Bolt for lines dimension and(typ);
Bolt Anchor diameter 1/2" 1 leader added andrequirements
Washer Plate Changed DETAIL, HANDHOLE ANDFOUNDATION
18111 2 Notes. General Pole and Notes DesignModified
18113 1 couplings of locationRevised
18113 2 table. depth burial poleRevised
18202 1 title. sheet from AND" BOX "PULLDeleted
18202 1 revisedSheet
18300 1
clearance revised and height Shaft DrilledChanged
1. sheet as 18302 Index from sheet added andRevised
1) (Sheet WALK-IN SIGN MESSAGE DYNAMIC to renamedIndex
18300 2 sheet as 2 sheet 18303 Index from sheet added andRevised
18300 3
CUT-AWAY" TOP "POLE Deleted shaft. drilled adjustedand
3 Note Added sizes. conduit and details cabling andconduit
revised 3, sheet as 1 sheet 18303 Index from sheetAdded
18300 4 SheetNew
18300 5 SheetNew
18300 6
details. andnotes
revised 6, sheet as 2 sheet 18305 Index from sheetAdded
18300 7
details. andnotes
revised 7, sheet as 1 sheet 18305 Index from sheetAdded
18300 8 and notes revised 8, sheet to 1 sheet from movedSheet
18300 9
details. andnotes
revised 9, sheet as 1 sheet 18301 Index from sheetAdded
18300 10 SheetNew
18301 1 9) (sheet 18300 Index to moved and IndexDeleted
18302 1 1) (sheet 18300 Index to moved and IndexDeleted
18303 3) & 2 (sheets 18300 Index to moved and IndexDeleted
18305 7) & 6 (sheets 18300 Index to moved and IndexDeleted
20005 IndexNew
20010 IndexNew
20036 IndexNew
20045 IndexNew
REVISIONS
Number
Index
Number
SheetDescription
20054 IndexNew
20063 IndexNew
20072 IndexNew
20078 IndexNew
20084 IndexNew
20096 IndexNew
20199 1
beams.
Bulb-T and AASHTO to reference deleted and titleChanged
A-A. SECTION in Beam CL at note ChangedDIAGRAMS;
BUILD-UP to location A-A SECTION AddedDESIGNER";
TO INSTRUCTIONS Deleted later). or MR1FDOT2008
(See Updated Table Data NOTES. BUILD-UP ANDCAMBER
BEAM in sentence 3rd the changed and Beams Florida-IAdded
20210 2
detail. BLOCKING TEMPORARY in Blocking" "Temporary
to Blocking" "Timber and 12 & 5 2, NotesChanged
20248 3
STEEL.
REINFORCING OF BILL in D2 & D1 Bars of numberChanged
20254 3
STEEL.
REINFORCING OF BILL in D2 & D1 Bars of numberChanged
20263 3
STEEL.
REINFORCING OF BILL in D2 & D1 Bars of numberChanged
20299 1
A-A. SECTION in Flanges CL atnote
Changed DIAGRAMS; BUILD-UP to location A-A SECTIONAdded
20310 IndexDeleted
20320 IndexDeleted
20400 1) (Sheet 6040 Index to moved and IndexDeleted
20410 merged. and 2) (Sheet 6040 Index to moved and IndexDeleted
20412 merged. and 2) (Sheet 6040 Index to moved and IndexDeleted
20430 3) (Sheet 6040 Index to moved and IndexDeleted
20440 4) (Sheet 6040 Index to moved and IndexDeleted
20500 20178) - 20110 (Index Sheet Beam AASHTO withDeleted
20501 IndexDeleted
20502 3. Note to specifications materialAdded
20510 IndexNew
20511 IndexNew
20512 IndexNew
20600
option. (SR)Strand
Relieved Stress Deleted head. pile exposedpermanently
for requirements protection end strand Addednotes.
STRENGTH CONCRETE and CLASS CONCRETE in 20631)"(Index
Piles Capacity Moment "High to Piles" Capacity "HighChanged
20601
holes.dowel for duct
steel galvanized corrugated S-I-P allow to 4 NoteChanged
20602 NOTE.Changed
20612
PATTERNS. STRAND ALTERNATE Changed D-D.SECTION
in callout Ties Spiral W3.4 to length’ full pitch, 6" ’@Added
20614
PATTERNS.STRAND ALTERNATE Changed D-D. SECTION
in callout Ties Spiral W3.4 to length’ full pitch, 6" ’@Added
20618
PATTERNS. STRAND ALTERNATE Changed D-D.SECTION
in callout Ties Spiral W3.4 to length’ full pitch, 6" ’@Added
20620
PATTERNS. STRAND ALTERNATEChanged
PATTERNS. STRAND ALTERNATE Changed D-D.SECTION
in callout Ties Spiral W3.4 to length’ full pitch, 6" ’@Added
20624
PATTERNS.
STRAND ALTERNATE Changed splice. pile Nondrivable forD-D
SECTION in Ties Spiral W3.4 to spacing" 6" "@ addingConsider
20630
PATTERNS. STRAND ALTERNATE Changed D-D.SECTION
in callout Ties Spiral W3.4 to length’ full pitch, 6" ’@Added
20631
DETAIL.SPLICE PILE
in CAPACITY" MOMENT "HIGH to CAPACITY" "HIGH Changed
20654 1 note. PARAMETERS DESIGNDeleted
20654 2 "A". DETAIL to dimensions thickness epoxyAdded
20660 1 note. PARAMETERS DESIGNDeleted
20660 2 "A". DETAIL to dimensions thickness epoxyAdded
20900 1 9. NoteDeleted
20900 2
HEIGHT. COPING 2’-3"WITH
WALLS RETAINING FOR DETAIL TRANSITION COPINGAdded
20910 1
end.skewed
for (Bottom) 5B3 Bars & (Top) 5B2 Bars Added 9. NoteDeleted
20910 2
HEIGHT. COPING 2’-3"WITH
WALLS RETAINING FOR DETAIL TRANSITION COPINGAdded
21100 1
SCHEMATIC. MOVEMENT indetails
angle skew corrected and measurement angleMovement"
of "Direction Changed notes. redundant Deleted andRevised
21100 2 1 Sheet to SCHEMATIC MOVEMENTMoved
21110 1 5. & 3 2, NotesDeleted
Number
Index
Number
SheetDescription
21110 2
plate. coversidewalk
of corners side fixed at Anchors Sleeve requiring noteAdded
21200 1
SECTIONS.TYPICAL and VIEW PLAN on callouts
Railing Pedestrian/Bicycle to Curb" "or Added sidewalk;
raised and curb concrete include to note ** Changednote.
Forming Slip "*" and SECTIONS TYPICAL Revised 1:Sheets
Hole.Weep
PVC 1" Deleted "Pedestal". to "Pilaster" Changed 3: - 1Sheets
21200 2 sheet.New
21200 3
Pad.Grout Deleted notes. bolt anchor and
4G Bars of number the changed and 1, TABLE d, NOTESTEEL
REINFORCING 4J, Bars Added curb. concrete wide 8"include
to b & a NOTES STEEL REINFORCING Changed "A"; DETAILon
dimension anchor to "Varies" 4, note to 2 & 1 Case LoadAdded
21210 1
7. Note to 6Note
for reference Changed pipe; steel of location fordimensioning
added and Details", "Conduit to title IndexChanged
21210 2
9. & 6) Note(previously
7 3, Notes Changed 6-8; Notes renumbered and 6 NoteAdded
21220 1 LEGEND.in GCL and RCL RFL, to visibilityof angle Added
21220 2
VIEW.ELEVATION
in callout Fixture..." Light "Install changed andGirder,
of Bottom and GCL or RCL between dimension nominal 2"Added
21240 18 Note item payChanged
21250 IndexNew
21251 IndexNew
21300 1 25. TYPE Bar to "H" dimensionAdded
21600 1 notes. Applicability and PaymentAdded
21802 1
details.BARS
PT FOR PROTECTION ANCHOR Changed footings. for cover1/2"
4 Added TYPES. PROTECTION ANCHOR revised andRenumbered
21803 1 details. Grout with Anchor Inspected TopRevised
21803 2
Details.Grouting
Bar PT revised & Detail Inlet Bar PT to Outlet GroutAdded
21803 3 CONSTRUCTION". SPAN BY SPAN FOR "GROUTING titleAdded
21930 4
C-C. SECTION incallout
Rope Wire to wrapped" securely and blocked "TightlyAdded