DESIGN STANDARDS - fdot.gov · OPERATIONS ON THE STATE HIGHWAY SYSTEM FOR DESIGN, CONSTRUCTION,...

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

Tallahassee, Florida 32399-0450

605 Suwannee Street

Mail Station 32

Roadway Design Office

State of Florida, Department Of Transportation

2013

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

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

6/28/2012

3:2

0:4

1 P

MC:\

d\projects\standards\road

way\00000\00000_

Cover-03.d

gn

rd960rh

13417-17890

11871

11200-11860

870-880

600-803

546, 560

505-535

500

430, 461

293-415

199-288

001-105

F312151F-D84C5A08-3E7A3C81-0644D626-040605BC

Hash Code:

P.E. No. 46780

Mark C. Wilson

State Traffic Operations Engineer

307163EB-D401AE3F-C42A7838-9FF7ABBD-BEB7968F

Hash Code:

LA0001592

Jeff H. Caster

State Transportation Landscape Architect

499BE6B3-DC472FAE-110BA9BD-1D074C44-B9C6B811

Hash Code:

P.E. No. 22400

Richard L. Reel, Jr.

Transportation Statistics Office

Manager, Traffic Data Section

CBED14AC-B18184E4-7493C881-AB6EBBD5-65810C4E

Hash Code:

P.E. No. 33713

David C. O’Hagan

State Roadway Design Engineer

F348536F-50675F43-17720CB9-171B0634-5380733A

Hash Code:

P.E. No. 36160

Robert V. Robertson, Jr.

State Structures 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

11871 Support Sign Mounted Barrier Median PostSignle

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

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 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

No

Index

No

SheetDescription

Symbols andAbbreviations

1

pipe. Polypropylene for PPPAdded

weld. Penetration Joint Complete for CJPAdded

Device. Channelizing Longitudinal for LCDAdded

Drainage

1991

table.CRITERIA

STANDARD the from 102" "Index deleted to referenceRemoved

201

2

Connector".

Approved QCP Precaster "or detail INLETS TO GRATESLOCKING

FOR CHAIN AND EYEBOLT in note leader of end the toAdded

5

record." of engineer the byapproval

for openings corner of Drawings Shop Submit "1. say torevised

1 Note CORNER, AT OPENING PIPE WITH SEGMENTRECTANGULAR

211

2

option. inletPrecast/WWR

the of wall back the in legs vertical of lappingClarified

3

4E. Bar to bend 1/2" 4Added

4

option. inlet Precast/WWR the of wall backthe

in legs vertical of lapping Clarified table. STEELREINFORCING

OF BILL in length changed and 4E Bar to bend 1/2" 4Added

261 2

mismatch. fontCorrected

2726

�"draincross for (PPP) pipe polypropylene and (PVC) �pipe

"be should �" drainside (PVC) �pipe " 2 Note NOTES,GENERAL

2737

�"drainside for (PPP) pipe polypropylene and (PVC) �pipe

"be should �" drainside (PVC) �pipe " 2 Note NOTES,GENERAL

2897

Connection. II Type of Paymentfor

B-B SECTION and A-A SECTION in length additional 2’-0"Clarified

Sidewalks and Pavement ConcreteCurbs,

3046

sheet. of cornerlefthand

upper in A VIEW PICTORIAL from Landing Level 2’ theRemoved

307 1

10. NOTE GENERALDeleted

RailingsTraffic

400

13

detail.

view ELEVATION the from note Cost" Transition "GuardrailDeleted

17

Paths". Use "Shared to "Bikeways" Changed"Sidewalks".

to Ways" "Pedestrian Changed 3). (Note noteinformation

cost Deleted TREATMENTS, SAFETY PEDESTRIANimplementing

with associated criteria the clarify better to 1 NoteRevised

18

CC.SECTION and BB SECTION for

products proprietary on based dimensions Deleted clarity. for 2

Note renumbered the Revised 2. Note to 3 Note renamed and 1

Note to 2 Note renamed 1, Note Deleted detail. view PLAN on �

TREATMENTSSAFETY PEDESTRIAN �See to � 1Note �See Revised

22

detail.SECTION on concrete

� NS�Class read to label concrete � I �Class theRevised

23

Paths". Use "Sharedto

"Bikeways" Changed "Sidewalks". to Ways" "PedestrianChanged

26

table.SLOPES

ON PLACEMENT LATERAL the of 1 Note from sentence lastDeleted

4141

notes. DESIGN" "ALTERNATE added NOTES,FABRICATION

in "105" to "6.8" from Section SpecificationCorrected

No

Index

No

SheetDescription

415

7 thru2

legend sheet within note pattern DotRevised

2

�". 6through

3 sheet See stakes. or "bolts state to notes NEED OFLENGTH

AND ALIGNMENT changed and Legend, from note starDeleted

3

table.Advancement

of Length for Speed" Zone "Work to Speed" "DesignChanged

4

length.

actual illustrate to line with system barrier Broke Way".Travel

Of "Edge read to Lane" Traffic Near Or Line Lane "NearChanged

6 &5

Way". "Travel to Lane" "TrafficChanged

7

"Temporary" with Option" "Redirective flipped and 4, noteAdded

420 2

A-A. SECTION in railing of top at dimension 3/4" 10Corrected

470

1

note. " "PAYMENT:the

from Rail," Pipe Safety Pedestrian "The RemovedTreatments".

Safety "Pedestrian to Rail" Pipe Safety "PedestrianRenamed

General

514

1

calirity. fornotes

symbol revised also 3; and 1 Notes NOTES, GENERALRevised

2

1. Sheet match to symbolRevised

515

1

view. planDEFINITIONS

ILLUSTRATING SKETCH to Points Radius Return missingAdded

4 & 32,

Min." "4’ with replacedand

Engineer." the by approved when conditions restricted in Min. 3’to

reduced be May Min., "4’ note leader associated and textDeleted

5

title.VIEW"

END AND "PROFILE to "TURNOUT" Added SECTION". "DRAINAGEto

SECTION" "LONGITUDINAL Renamed Intersections. for notesAdded

views. PLAN on Points Radius Return Added Way". "Travel toPavt."

"Rdwy. Changed Way". Travel of "Edge to Pavt" of "EdgeChanged

6

thickness". pavement way "travel to pavement" "roadwayChanged

7

Way". "Travel to Pavt.""Roadway

Changed Min." "4’ with replaced Min." 3’ Std.; "4’ textDeleted

516 1

Way". Travel of "Edge to Pavt." of "EdgeChanged

Zones Work Through ControlTraffic

600

2

equipment"."Construction

to reference in note DISTANCE SIGHT of end to sentence aAdded

3

APPAREL. SAFETY HIGH-VISIBILITY to " or "107/2004Added

4

signs.AHEAD

ROAD LANE ONE the from flag and light flashing theDeleted

6

mounting".post � post single "forremoved

and" 2

ft "5 to "2

ft "3 from NOTES, SIGN MOUNTED POSTunder

7 No. note Changed NOTES. GENERAL under 2 No. noteAdded

11

5. No. note deleted and notes SIGNENTRANCE

BUSINESS Revised notes. SEPARATOR LANE TEMPORARY toAdded

12

NOTES. GENERAL the to 12note

and 11 note Added (LCD). Device Channelizing LongitudinalAdded

6021

table.SIGNS

BETWEEN DISTANCE the under signs" between Midway * "Added

615 1

direction. sign traffic mergingCorrected

6163

1. No.note

in turning" left "significant to turning" right "significantChanged

No

Index

No

SheetDescription

619

1

Lane. Travel Within Work and Shoulder onWork

for detail Revised revised. 8 and 5 4, 3, Notes 2, Note NewAdded

2

Lane. Travel Within Work for detailand

Lane Center Lane, Travel Within Work for detail RevisedLane.

Inside or Outside Lane, Travel Within Work for detailDeleted

6421

angle. transition system barrier for 1:15 to 1:20Changed

415". Index "See with replaced and Std." 4’ Min., "6"Deleted

651 2 &1

angle. transition system barrier for 1:15 to 1:20Changed

6601

WALKWAY. TEMPORARY WITHCLOSURE

SIDEWALK MID-BLOCK and SYMBOLS to LCD PedestrianAdded

SafetyRoadside

700

2

Manual.Accommodation

Utility the to reference Updated 2, Note �" sidewalks

and object an shielding "When begins now 1 Note NOTES,GENERAL

Railings Pedestrian andFencing

801 1

11. No. note to IIB Type added and 2 No. note toAdded

852

1

MEMBERS.

RAILING - 1 TABLE in "B" Post and "A" Post of sizeChanged

3

"J". DETAIL in 5/8" 1 to overhang Rail TopChanged

4

G-G. SECTION in spacing post Plate BaseChanged

8

I. Case for dimension Min. 3’ of intentClarified

862

4

G-G.

SECTION in dimensions edge spacing post Plate BaseCorrected

8

I. Case for dimension Min. 3’ of intentClarified

8705

SIDEWALK.CONCRETE

ON SECTION TYPICAL for Dimension Min. 3’ of intentClarified

8805

SIDEWALK.CONCRETE

ON SECTION TYPICAL for Dimension Min. 3’ of intentClarified

Systems BarrierSound

5200

1

J. and H, only), (title E Note Changed K; NoteRemoved

2

1. NoteClarified

3

call-outs. and notes tochanges

clarification minor other Panel; Top of dimension Min.Changed

13 thru4

piles.

typical corner degree 90 for collar C-I-P new developedpossible;

where details collar C-I-P eliminated redefined; spacinghole

drainage information; redundant and informationunnecessary

removed labels; clarified details; reorganizedCompletely

15

generic.A-A

View and Elevation Pile/Post made notes; redundant Removed13;

thru 4 Sheets on changes match to Details Bending BarModified

16

Note. TableAdded

SystemsWall

6040

4 & 31,

"C2". and"C1"

"B2", "B1", Types of designations new with "C" Types and "B"Types

of fabrication for groove and tongue of orientationsClarified

6110

2

table. QUANTITIES ESTIMATED in quantitiesCoping)

& Barrier (Precast and Only) Coping (Precast ConcreteChanged

3

table. QUANTITIESESTIMATED

in quantity Concrete Changed SECTION. TYPICAL in 8S1 or5S

Bar missing Added NOTES. STEEL REINFORCING to 9 NoteAdded

REVISIONS

No

Index

No

SheetDescription

6120

1

VIEW. PLAN PARTIAL in 5B2 Bars of spacingCorrected

2

SECTION. TYPICAL inDowels

1" and 5B2 5B1, Bars of spacing edge Changed table.QUANTITIES

ESTIMATED in quantities Sidewalk) Raised (C-I-P andCoping)

(Precast Steel Reinforcing Coping), (Precast ConcreteChanged

3

7. & 4 3, NOTES STEEL REINFORCINGChanged

SECTION. TYPICAL in Dowels 1" and 5B2 Bars of spacingedge

Changed table. QUANTITIES ESTIMATED in quantities(Typical)

Steel Reinforcing and Concrete Changed DIAGRAM.BENDING

STEEL REINFORCING in 4C Bars of size corrected and5A;

Bars of lengths total and 3’-11" to Coping Precast fordimension

leg horizontal 1’-10", to 5A Bar on dimension leg verticalChanged

Markings andSigning

112002

detail.

bolt for drawing CONNECTION BASE of view ElevationCorrected

11310 2

weld. plate upright-to-gusset of baseChanged

11320 2

weld. plate upright-to-gusset of baseChanged

118604

DETAIL.BRACKET

for note * Revised note. ** added and detail sign YIELDChanged

11870 2 &1

clarifications. note minorMade

11871

IndexNew

17347

1

table. Sharrow Width Lane to note **Added

2

4. and 3, 2, sheets in "DOTTED". to "SKIP"Changed

17349 1

correctly. read to signs for details I CASE bottomRevised

17355 10

SIGN. ENTRANCE BUSINESS to dimensions theChanged

LightingRoadway

17500

1

DETAIL. WIRING POLE METAL to Wire Ground Copper #6Added

3

sealer. joint to reference in 7 No. noteChanged

17502 6

sealer. joint to reference in 7 No. noteChanged

Equipment and SignalTraffic

17700 1

BOX. OPTIC FIBER the to note aAdded

177452

Penetration". "Partial toPenetration"

"Full from note changed and EE SECTION detail on plateDeleted

17784 2

1. No. note in 2B-26" "figure to 2B-18" "figureChanged

(ITS) Systems TransportationIntelligent

18204 1

17700. Index by replaced deleted,Index

Beams ConcretePrestressed

20010

1

drawings.

shop following require and Sleeve Safety for detailsgeneric

remove to 8 Note Changed Specifications; to refer to 5Note

Changed notes; of applicability clarify to 5 and 4 NotesChanged

2

4L. Bars to references obsoleteRemoved

20036

1

only. VIEW END in representation genericshowing

dimensions remove to detail modified and Device"Anchorage

Line "Safety to Cap" with Sleeve "Safety of out callChanged

No

Index

No

SheetDescription

20045

1




20054

1




20063

1




20072

1




20078

1




20084

1




20096

1




202102

drawings. shop followingrequire

and Sleeve Safety for details generic remove to 5 NoteChanged

20248

1




20254

1




20263

1




20272

1




Piles Concrete Round andSquare

206021

2D. to D from tip at EDC of distanceChanged

location; changed and hole vent 3/4" of applicabilityClarified

SlabsApproach

20900 1

A-A. SECTION in sides to cover (Typ.) 2"Added

20910 1

A-A. SECTION in sides to cover (Typ.) 2"Added

Lighting and AccessStructures

212102

environments. aggressive extremelyin

boxes pull steel galvanized of use the exclude to 3 NoteChanged

Date post:	29-Jul-2018
Category:	Documents
Upload:	hoangdiep
View:	214 times
Download:	0 times