design standards - florida department of … · operations on the state highway system for design,...

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


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,


As To ITS


As To Landscape Architecture

1/12/2012

8:4

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2

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C:\

d\projects\standards\road

way\00000\00000_

Cover-03.d

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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



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








20199 Beams Florida-I For Data Deflection &Build-Up

20210 Notes and Details Beam Florida-UTypical

20248 Details Standard - Beam 48 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"






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".



102

Manual".



103

Manual".



105 1 B. 1. Note �, NOTES�GENERAL Revised

106

Manual".



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


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



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



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



17882 3

5". Note "See to "*" from noteleader

changed detail, ROADWAY MULTILANE AT CROSSINGRAILROAD

17882 4



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


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


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


18300 7

details. andnotes


18300 8 and notes revised 8, sheet to 1 sheet from movedSheet

18300 9

details. andnotes


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.


20263 3

STEEL.


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



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


20618



20620

PATTERNS. STRAND ALTERNATEChanged



20624

PATTERNS.

STRAND ALTERNATE Changed splice. pile Nondrivable forD-D

SECTION in Ties Spiral W3.4 to spacing" 6" "@ addingConsider

20630



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