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PRELIMINARYSUBJECT TO REVISION

“THIS DOCUMENT IS RELEASED FORINFORMATIONAL PURPOSES UNDER THE

AUTHORITY OF GREG JONES, P.E.,LIC. NO.99401 SDATE$

IT Is NOT TO BE USE6 FOR REGULATORYAPPROVAL, PERMIT, BIDDING OR

CONSTRUCTION PURPOSES.

LONE WOLF BRIDGE

ILLUMINATION LAYOUT0 50

SCALE IN FEET

50’

7* Texas Department of Transportation©2009 SHEET 1 OF 3

STATE *50 PROJECT NO. SNEET NO.

6STATE 01ST. CCOITY

TEXAS SJT TOM GREEN

jI—tt~

L-RI<

e

ELECTRICAL SERVICETV A 120/2 0 V

Elec. Sheet Electrical Service Description Service Service Safety Main Two-Pole Panelbd/ Circuit Branch Branch KVAService No. (see ED (4) & (5) — 03) Conduit Conductors Switch Ckt. Bkr. Ccntactcr Lcadcenter No. CRt. Bkr. Circuit LoadNo. Size No. /Size Amps Pole/Amp Amps Amp Rating Pole/Amps Amps1 ELC SRV TY A 120/240 060 (NS)SS(E)PS(U) 1 1/4” 3/4t6 N/A 2P/60 60 N/A A 2P/20 11 2.62 ELC SRV TV A 120/240 060 (NS)SS(E)PS(U) 1 1/4 3/t#6 N/A 2P/60 60 N/A B 2P/20 10 2.4

A-i

©

A—3

PROJECT SUMMARY610 2025 INS RD IL AM (TV SA) 40T - 8 (.25 KW) S L&l 10618 2018 CONDT_(PVC)_(SCHD_40)_(_2”)618 2019 CONDT (PVC) (SCHD 40) (2”) (BORE) LF 100618 2046 CONDT_(RM)__(1”)620 2011 ELEC CONDR (NO.8) BARE ~J~L 1840620 2012 ELEC CONDR (NO.8) INSULATED LF_3fiflQ624 2008 GROUND BOX TV A (122311) W/ APRON EA 9628 2004 ELC SRV TV A 120/240 060 (NS) 55 (E) PS (U) 1A_ 2

44* TYPE MC 12-2 CABLE LF 100** JUNCTION Box EA

XXX xxxx DECORATIVE POLE LIGHTS ~ 6xxx xxxx BRIDGE LIGHTS EA 3

4

Note:

** for contractor information only, subsidiary to other items.

CONDUIT AND CONDUCTOR RUNS

GROUND CONDUCTORLENGTH NO, AND LENGTH CONDUIT(FEET) (FEET) (FEET)

RUN ~8 #8 XHHW 2 IN. PVC 2 IN. PVCNO. BARE BLACK SCH 40 SCH 40 (BORE)

1 15 30 (A) 152 45 90 (A) 453 55 110 (A) 30 254 130 260 (A) 1305 150 300 (A) 1506 145 290 (A) 1457 145 290 (A) 145

Totals 685 1370 660 25

*w

*

*0us Iii_J —U- 0*0

U U-J —u-c

ELEC SERV TV A - TO BE INSTALLED

I GROUND BOX TV A - TO BE INSTALLED

— RD IL AM 401 - 8 (.25KW) S - TO BE INSTALLEDQ—o EXISTING UTILITY POLE WITH LIGHT FIXTURE

~ EXISTING UTILITY POLE - FIXTURE TO BE REMOVED

TRENCHED 2” PVC CONDUIT - TO BE INSTALLEDBORED 2” PVC CONDUIT - TO BE INSTALLED

CABLE

- TYPE MC 12-2 WITH INSULATED GROUND AND PVC JACKET1” RM CONDUIT - TO BE INSTALLED

DECORATIVE POLE LIGHT - TO BE INSTALLED

TOP-MOUNTED BRIDGE LIGHTING - To BE INSTALLED

~ JUNCTION BOX - TO BE INSTALLEDA-I

L FIXTURE NUMBERCIRCUIT DESIGNATION

0907 24 I 028 I CS

C ELEC SERV IY A - TO BE INSTALLED

• GROUND BOX IY A - TO BE INSTALLED

•—t RDILAM4OT-8

Q—o EXISTING UTILITY

~ EXISTING UTILITY

TRENCHED 2” PVC CONDUIT - TO BE INSTALLED

EEE BORED 2’ PVC CONDUIT - TO BE INSTALLED

CABLE

- TYPE MC 12-2 WITH INSULATED GROUND

1 RM CONDUIT - TO BE INSTALLED

4—. DECORATIVE POLE LIGHT - TO BE INSTALLED

TOP-MOUNTED BRIDGE LIGHTING - TO BE INSTALLED

N JUNCTION BOX - TO BE INSTALLEDA-I

L FIXTURE NUMBERCIRCUIT DESIGNATION

PRELIMINARYSUBJECT TO REVISION

‘THIS DOCUMENT IS RELEASED FORINFORMATIONAL PURPOSES UNDER THE

AUTHORITY OF GREG JONES, P.E.,LIC. NO.99401 $DATE*

IT IS NOT TO BE USE6 FOR REGULATORYAPPROVAL, PERMIT BEODENG OR

CONSTRUCTION 1?URPOSES.

(.25KW) S — TO BE INSTALLED

POLE WITH LIGHT FIXTURE

POLE - FIXTURE TO BE REMOVED

AND PVC JACKET

\

Nwzh-H

-J

C)H ~~ZZE~L

m

LUzF-H

-J

xCDH

A-7

10

B-il

B- 1 2

\

~______ CONDUIT AND CONDUCTOR RUNS

GROUND CONDUCTORLENGTH NO. AND LENGTH CONDUIT(FEET) (FEET) (FEET)

RUN *8 *8 XHHW 2 IN. PVC 1 IN.NO. BARE BLACK SCH 40 RMC

8 80 160 (A) 80

9 50 100 (A) 50

10 5 10 (A) 5

Il 125 250 (A) 125

19 70 140 (B) 7020 70 140 (8) 70

Totals 400 800 210 190

*U,

*

* *UI Ui_i ——U- 0*0

Ui US_i —U_a

LONE WOLF BRIDGE

ILLUMINATION LAYOUT0 50

SCALE IN FEET

I” • 50’

Texas Department of Transportation@2009 SHEET 2 OF 3

~S: ~: STATE Ala PROJECT NO. SHEET HO.

6STATE lIST. cOtflTT

TEXAS SJT TOM GREENtWlfl ~CTIW 100 KIGThMY FAI.

0907 24 025 CS

Notes:

1. Conduit runs marked with ‘~c” include thebridge height in their total length.

2. Type MC cable shall be rated for 600 V. Cableshall contain 2 insulated *12 XHHW conductorsand I insulated *12 ground. Cable shall belisted for wet locations. PVC jacket shall be ULlisted as sunlight resistant. MC cable issubsidiary to other items.3. Conceal MC cable inside structural memberswhen possible. Run cable neatly to follow linesof bridge. Use stainless steel bands or strapsto attach cable to structure. Do not weld ordrill holes in structure to support cables.

PRELIMINARYUBJECT TO REVISION

“THIS DOCUMENT IS RELEASED FORINFORMATIONAL PURPOSES UNDER THE

AUTHORITY OF GREG JONES, P.E.,LIC. NO.99401, SOATES

IT ES NOT To BE USED FOR REGULATORYAPPROVAL, PERMIT, BEDDING OR

CONSTRUCTION PURPOSES.’

SCALE EN FEET

50’

7* Texas Deportment of Transportation©2009 SHEET 3 OF 3

STATE ALL PROJECT NO, SJIEET NO.

6STATE DISt. tOLMfl

TEXAS SJT TOM GREENc~4Ofl. ~CTL~l JOG HIDING? NO.

ELEC SERV TY A - To BE INSTALLED

• GROUND BOX TY A - TO BE INSTALLED

1” RM CONDUIT - TO BE INSTALLED

4— DECORATIVE POLE LIGHT - TO BE INSTALLED

~ JUNCTION BOX - TO BE INSTALLED

TOP-MOUNTED BRIDGE LIGHTING — TO BE INSTALLED

rL

•— RD IL AM 4OT - 8 (.25KW) 5 — TO BE INSTALLEDQ—o EXISTING UTILITY POLE WITH LIGHT FIXTURE

ELECTRICAL SE ICE ~2~ EXISTING UTILITY POLE - FIXTURE TO BE REMOVED TY A 120/ V

TRENCHED 2’ PVC CONDUIT - TO BE INSTALLED‘N

—~ BORED 2’ PVC CONDUIT - TO BE INSTALLED B-i

CABLE

- TYPE MC 12-2 WITH INSULATED GROUND AND PVC JACKET ‘... (13

a——~

FIXTURE NUMBER \ _-~®

CIRCUIT DESIGNATION \ —.-—- —

B-2

®

B-4

\-B-5

©B-6

—-

©

@44044

©

m

wzF-H

-J

L4LU

*

*0Ill LAS_J ——LLA C*0

LU LU_J —— ‘CIl_C

S

_____

CONDUIT AND CONDUCTOR RUNSGROUND CONDUCTORLENGTH NO. AND LENGTH CONDUIT

RUN (FEET) (FEET) (FEET)NO. 418 ~B XHHW 2 IN. PVC 2 IN. PVC 1 IN. TYPE MC

BARE BLACK SCH £10 SCH 40 (BORE) RMC 12-2 CABLE1 65 130 (B)2 30 60 (B) 5 253 60 120 (B) 35 254 45 90 (B) 455 80 160 (B) 806 35 70 (B) 10 257 10 20 (B) 108 40 80 (B) 409 35 70 (B) 35

10 70 140 (B) 7011 70 140 (B) 7012 75 150 (B) 75

13* 3514 35 70 (B) 35

15* 3016 35 70 (B) 35

17* 3518 70 140 (8) - 70

TOTALS 755 1510 f 290 75 390 100

LONE WOLF BRIDGE

ILLUMINATION lAYOUT0 50

0907 I 24 I 026 I CS

=Ca.

‘aIn

•1

‘a.In IN

0,

—

I 830

I 790

Y//////////////22////7/ X//7/////////////////// ‘y//////

,— SEE LIGHTING LAYOUT FORLOCATIONS OF LIGHTING BRACKETS

J 1J/J//JJJJJflJ/,///,, /./J?/J//JJ,,,,.’,n,,,x

V/////z////vv~’vY~ 4&Z’hZ~////////th~y~rQ BRIDGE ~‘—EXlST FACE

L_._.-~._.___..L Lj._9f.~Qft_._.OFCURB

~ NEWFACE

~SSSS/~, S~~f%~/1

;LZ:ZZZ:ZZtZZL:::j::z:L~~:R

)“.‘ EXIST SIDEWALK 1 SEWER LINE/ .‘ (TO BE REMOVED)

1’

z0IC-,0—to

LU Z<Ci— LU09 Cr

k

&hH~—~

V-el

_____

FOR DETAILS.

STA 11~2IELEV = XXXX. XX

LUCr0to0-JC-,zLU

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S —ci S

• 0- Cr

~?~d

____

~ -~~~

____

PROVIDE A DECK DRAINSFOR EACH 31’ CONCRETEGIRDER SPAN.

_______

0

0

INC-,

DECK DRAIN LAYOUT ITYP)

-J-JCItLas‘I00z—to‘CLU

0

~0ai__I ~

fr~

ZZZZZh’4F—SC ~

-Ias0 US

‘F’ f//~V,’/V

_______________________

ItUs

a—toUS

f—SAW CUT/BREAK BACK~

.0CS

C-,

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atanyzzt

a0—C-,SIt

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Wa00<U— Uito”

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PLAN

I*Remove cross-hatched portion of~I Exist Structure to Breokback LineI and replace with new materials[9~_shown elsewhere in plans.

UT IENCL

BEGIN

I 820

1810

1 800

PE. SEALREQUIRED

PREL IMINARYSUBJECT TO REVISIOI

Ihis tow,u,l is relocsod1a infaratiu~l firpososu9Oer the authority of

C.E.WLt.kERP.1. 15898 onIt is ml to be used forrgilot~y ciUOvoI, permit,bidding, or caostrrxt ion54tp0585.

216’ -5 CONCRETE PEDESTRIAN RAIL (TV CB-67 — 31’-O” REINFORCED CONCRETE GIRDER

OVERALL LENGTH OF BRIDGE = 585 -5 -.

SPL

SPANS = 217’ -0’

METAL PED RAIL

II 780

1 770

STEEL TRUSS SPAN

WEST ABUTMENT

0

I 830

0

1 820

ELEVATION

0

1810

1800

SHEET 1 OF 3

0

Texas Department of Transgirtotlon~ Bridge 0/vision

BRIDGE LAYOUTLONE WOLF BRIDGE

nELl 6699L50l.Dsl4 On’ 11W I ~ 1MW ~W’ LW j Cxi 11WC~) 1,001 OCTOBER 2009 OILTFICT flCCflAt I’D PROJECT Tarry

REvisCrais 97COsqTt C~iCna SECT TOO TUCTOOT

Tau GREEt 0907 74 028

LENGTH OF BRIDGE

P.E. SEALREQUIRED

PREL Ik4INARY

Ibis ~osent is releasedfor infu~t l~lol ttrposes‘.Eder the owhorlty of

C. C. IALKCRPt. 658)8 a’It ;s n~t Is be used forr~ilotory ~OOvOt, peftilt,biddirT~, or ~a1strt~ticnpTtPoses.

SHEET 2

Q South St Floor Beams

EXIST SIDEWALK Ii SEWER LINE(TO BE REMOVED)

/8 PANELS AT i!a’ -9 150’ -0’

NGIRDER SPAN

Texas Deportment of Transportation


EL EVAT ION I~’ t~w c~ LIAW OWT IA CX, CEWboar OCTO8ER 2009 STSThICT I FIKEnLAT 0 PKl0JECT I SKEET

1780

•lLE~ 6699001.0611

06.42XxXx. xx

Texas ~podmeot of&id~e Division

Trans~rtat!on

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Q BRIDGE

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EXIST FACEOF CURB

— NEW FACEOF CURB—

0

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SEE LIGHTING LAYOUT FORLOCATIONS OF LIGHTING BRACKETS

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SEE UTILITY ENCLOSUREEXTENSION SHEETFOR DETAILS.

a~~GE

STA 17.06.42ELEV XXXX.XX

PLAN

N.L EXIST SIDEWALK & SEWER LINE

(TO BE REMOVED)

METAL FED RAIL

STEEL TRUSS SPAN

*Reonove cross-botched portion ofExist Structure to Breokback Lineand replace with new noteriolsOs shown elsewhere in plons.

1830

— — OVERALL LENGTH OF BRIDGE 585—5

I 820

P.E. SEALREOUIRED

PREL IMINARYSImJECT TO l~EVISION

7 — 31

216 -5 CONCRETE PEDESTRIAN RAIL flY CS-C SPL)

1510

-0 REINFORCED CONCRETE GIRDER SPANS = 717_0

I 800

Ibis doo,,w’t iS releasedfor inro-eotiuiol porposesteider the outhDrity of’

C. E. WAlKERPC. £5898 upIt is ~t to be used forftwlotey ~oval, pa-nit,bidding, ci- cupstr,xtim~rposes.

1790

APPROXIMATEGROUND LINE

1770

ILITY

1830

0

820

8 0

EAST ABUTMENT

0

©

800

rSHEET 3 OF


LIP: CEW I ~ iltW I 0’ LWIxOOT OCtOBER 2009 I ~ otnico I rECOIn. LID P0031CC

000110’s

SUMMARY OF ESTIMATED QUANTITIES

..~‘ Texas Department of TransportationI’ Bridge DMsIw,

ESTIMATED QUANTITIES

LONE WOLF BRIDGE8(99(001. DON S.” (ER C~. 1MW 0, 5(0 “ CEW

((31 sOOT OC1OSER 2009 STRICT fEDC ~*LAI PROJCCI I.’EE1

MtVISI0,S 07c~flT toThê. SECT a

TW GREEN 0907 24 028

420-2006 420-2029 1?9-2008 430-2004 438-2002 442-2005 446-2002 446-2003 450-2057 450-2137

___________

452-2009 496-2015 754-2010 784-XXXX0 ITEM CLASS C CLASS S

CONC STRUCT CL S CONC CLEAN AND CLEAN AND CLEAN AND RAIL RAIL REMOVE RAIL REMOVE REPAIR STEEL REPAIR STEELREPAIR FOR EXT SEAL EXIST STRUCT STEEL PAINT EXIST PAINT EXIST (EXISTING (TY CB-6) (SIDEWALK I, STRUCTURE BRIDGE BRIDGE

EELEMENT

CONCRETE CONCRETE (VERTICAL OR STRUCTURE (MISC) STRUCTURE STRUCT (SPL RAIL MOD) (SPL) METAL (CONCRETE) MEMBER MEMBER(RAIL FOUND) (SLAB) OVERHEAD) (SLAB) JOINTS(SYSTEM (I) PROT SYS) ELEMENTSI (BEARINGS) (GUSSET CON)1

C? CY SF CY LF LB L5 LS LF LF LF EA EA I2 — ABUTMENTS

12 — INTERIOR BENTS 2802 — PIER CAPS 16

14 — CONCRETE BEAM SPANS (EXISTING) 16014 — CONCRETE BEAM SPANS (STAGE I) 142.8 434 14 I14 — CONCRETE BEAM SPANS (STAGE 21 131.6 20,485 434 434 14I ISO’ TRUSS SPAN 7.9 133 8,258 306 152 2 14 12 — UTILITY ENCLOSURE EXTENS(ONS 3.0 2.2 606

TDTAL 3.D 10_i 274.4 293 29,390 306 868 556 28 2 14

WI

WI

C

C’s

U,D

-3

0-

WIVC

C-,C-,4

C’.

C.

‘S

P.E. SEALREQUIRED

PREI IMINARYSI$JECT TO REVISION

This ~sent is reIeoiedf~ ;nfo,ot iosol p.rposestnder the ottloity of

C.E.WALKERP.C. 65891 ~,it is r~t to be used icrr€gtIato-y ~pcvol, ~oit,bidding, or cusstr,tt~~poSes.

217’-O’ (7 31’-O”) REINFORCED CONCRETE GIRDER SPANS

6ExistingSidewalk

Ii ng

Existing 6”Sewer Line& Sidewalk

1-

-I-

t

P.C. SEALREOUIRED

PREL IMINARYSWJECT TO REVlSI~l

lt,is doai~l is releosodfor infn,timel ptposest#xler trw authority of

C. I. !atxERP.C. 65898 on 08/21/09.It is r~t to be used forregslotLry wfl~~l, catl,bidding, or ~rslrttOionpspases.

WEST

21’-B” C-C Trusses

WEST PIER EAST PIER

ELEVAT ION

Bridge —~~__j

T>°<~°~~ 2O’-V Overall Deck Width~ 90’ ‘-0” lO’—O.

~ I

I :=n;.3i. ~ I;’

SEQUENCE OF WORK:

>o~o<

20’-I” (./-) Face-Face Rail20-0 Overall Deck Width

2-10” 16-8” Pedestrian WalkwayI

7’ -2’

6 Ped Railing Ped Railing 65 New 12” Sewer Line

ABUTMENT

@3 Remove overlay, reseal joints, and cost utilityenclosure on north side of truss span.

63 Demolish and reconstruct north side of reinfarcedconcrete girder spans. (Stage I)

@3 Construct new concrete railing on north side ofapproach spans. (Stage 1)

@3 Install utility enclosure extension at ends af bridge.

@3 Install new sewer line an north side of bridge.

@3 Remove existing metal railings from sidewalk andreinstall on truss span.

@3 Remove existing sewer line, sidewalk and bracketsfrom bridge.

@3 Complete repairs and painting an truss span.

@3 Demolish and reconstruct south side of reinforcedconcrete girder spans. (Stage 2)

@3 Construct new concrete roiling an south side afapproach spans. (Stage 2)

63 Repair remaining concrete spans and substructure.

63 Install lighting,

63 Reseal joints an approach spans, and install newACP overlay,

EXISTING TRUSS SPAN RECONSTRUCTED TRUSS SPAN

EXISTING GIRDER SPANS

TRANSVERSE SECTIONS

RECONSTRUCTED GIRDER SPANS

7* Texas Depodment of TransportationBridge Dir/sic,,

TRANSVERSE SECTIONS &RECONSTRUCT ION

OVERVIEW

FILL, OGssIyOl dgn ON’ CII Ce. I_ut ct Lw CI. CCI© T~eos cCroeER ZOO) 011151Cr FEaraNt AID P’OJCCI S’SEET

‘tons,’,. ssltesT, CCNnt~a flcn .1000114*00

———- I~ ~EEN 090? 24 028

1

____________________________________________

UTILITY ENCLOSURE ®(Showing Truss Span) Estimated weight — 47.2 plf (Girder Spans)

KEY TO TRUSS SPAN MODIFICATIONS

Q Remove existing railings from truss span sidewalksand set aside for reuse.

Construct Stove I curbs.

Install new utility lines and utility cover.

0 Remove existing utility lines and remaining metal sidewalk.

Construct Stage 2 curb.

0 Re-install existing metal pedestrianroi I.

Clean surface rust and pack from gusset plate connectionsshown in the Schematic of Truss Members. Paint cleaned areas.Clean, lubricate, and reset truss roller bearings.

P. E. SEALREQUIRED

PREL IMINARYSOmJECT TO REVISIONIbis ~ane~f is releasedfe’ infe~n4ia~l ps-posestnder the aithaity of

C.E.W*LKIRP.1. 6589$ el 08/21/09.It is ret to be used forre9ilotey qa-m.l, petit,bi~ing, e constntt ia~fl’pa,es.

SHEET I OF 3

Texas ~podment of Transportationif Bridge Ok/s/co

TRUSS SPANMODIFICATION

DETAILS

LONE WOLF BRIDGEFILCa 669~nlal . DCII oa, CCC cc. LIIW 0’ LW cc. CCC

© IxOOT OCT~~EB 2009 sliTS ci ~OETaL a ID ~POJtCT TillEr

OcVlSio’iS SJTC~iTT CIITflO. tICS aDo NIl.,,.,

Tas GREEN 0907 24 029

Remove rail panels.Grind area smooth.

#5 at 12

Anchor 7Typ)

#5 at 12”—5ijJj

CURB DETAIL — STAGE 2 ®CURB DETAIL a- STAGE

TABLE OF ESTIMATED QUANTITIES

EXISTING TRUSS SIDEWALK

Enclosure Cover Plate

ITEM DESCRIPTION UNIT QUANTITY420 CL “S CONC ISLAB) CY 7.9438 CLEAN AND SEAL EXIST JOINTS LF 133442 STR STL (MISCELANEOUS) LB 8,250450 RAIL (EXISTING RAIL MOD) l.F 306

452 REMOVE RAIL LF 152(SIDEWALK It METAL ELEMENTS)REPAIR STL BRG MEMBER EA 2784 (BEARINGS)REPAIR STL BRG MEMBER EA 14784 (GUSSET PLATE CONNECTION)

00

V2..

COVER PLATE DETAILEstimated weight — 52.5 plf (Truss Span)

TABLE OF TRUSS MEMBERS *END POSTS La - Ui 2 x CI2 x 25 I If 18 xTOP CHORDS ALL 2 x C12 x 25 &0If is x%BOTTOM CHORDS Lo - Li, Li - L2 2 — LB x 4 x

Lz - L3 2 — LB x 4 x & If 10 x 34

BOTTOM CHORDS (.3 - Li 2 — LB x 4 x ~, & If Ia xUt - L2 2—LB x 4 xU2 - Ls 2 — LB x 4 K Vie

DIAGONALS —— U3-L4, Us - L4 2 — LB x 4 xVERTICALS Ui - Li 4 — L 3 V2 x 2 V2 x

U2 - Lz 2 — C9 x 13.4Ux-L3,U4-L4 2—C9x9.B

FLOOR BEAMS ENDS 824 x 80INTERIOR 827 x 90

*FOR INFORMATION ONLY. TRUSS IS SYkWETRIC ABOUT C/L AT U4 -L4.

GENERAL NOTES:

Remove existing traffic roiling. Leave intermediate traffic railpasts in place for re-installation of pedestricn roil.

Remove existing pedestrian rail from the truss span sidewalkand set aside for re-instal lotion as shown in the plans.

Payment far removal of existing is traffic rail is subsidiaryto Item 452 Renove Roil.’

Payment far all work and materials to remove and re-installMetal Pedestrian Rail will be at the unit price bid for Item 450Roil (Existing Rail Modification).’

Except far bolts, Cantractar may salvage components fromthe existing metal sidewalk on the concrete girder spans inlieu of providing new material,

Make repairs to steel members as directed by the Engineerand in accordance with the provisions of Item 784 ‘RepairingSteel Bridge Members. Replace missing bolts and removedrivets with ASTM A325 bolts of the same diameter. InstallbaIts per Item 447, ‘StruatUral Bolting. Do nat flame cut orweld to any steel bridge member except as shown in these plans.

Use Class “5” Concrete with maximism %“ aggregate size.Class s Concrete strength, f’c ‘ 4,000 psi.

Use grcde 60 reinforcing Steel.Use adhesive anchors meeting the requirements ofProvide Deck Drains .

Use ASTM A36 steel for Utility Enclosure Plates, and for UtilityValve Box.

Payment far work and materials far the Utility Enclosure Coverand Utility valve Box will be at the unit price bid far Item442 ‘Structural Steel (Miscelaneous).

Fabricate Utitity Enclosure Cover in moximum lengths of IS’,and minimum lengths of 10,.

Estimated weight of individual cover plates for the truss spanis 525 lbs mm and - 788 lbs max.

Estimated weight of individuol plates far the concrete girderspans is 472 lbs mm end 708 lbs max.

Provide shop drawings for Utility Enclosure Cover andUtility Valve Box. Include ASTM material on Shop Drawings.

Submit Shop Drawings in accordance with Item 441, ‘STEEL STRUCTURES.”Submit catalog cut sheets for the Utility Valve Box and

equipment.

Galvanize and Paint Utility Enclasure Cover Plates and UtilityValve Box in accordance with Item 445 and 446, except that 12 guagesheet covers may be made from pre-galvanized sheeting and pointed.

Provide o concrete grey appearance coat (Federal Standard 595Bcolor 35630 far the Utility Enclosure Cover plates. For the Utitity ValveBox, provide the appearance color specified for the truss span.

00

Ui Uz U3 U4 U3’ Uz’ U,’

SCHEMATIC OF TRUSS MEMBERS

RoilExisting

IL Roil

trW

_________

New Shim Plote

— - — - £~ TflJSS

.r—Existing Truss (SeeTable of Existing

Truss Menterr

Existing IntermediatePost CL 4 x 3 x 5/16)

ExtensionL 4 x 3 x

PARTIAL NORTH TRUSS ELEVATION(Synmetricol About Centerline)

of Rail

L Top of Curb

L 4 x 3 x

RoilSurface

9’4 Vz_~oil Post Spacing (Typ)

c—Exist Top Rail L 4 x 3 x ~f5(Typ)

\ Exist Roil Post - DBL L 4 x 3 x ~ Typ

0 - - -

DETAIL ~

~;9I_

~t~==~_Q~ J~RJ

~F

H~ØL4 x3x~ andPL¼ x 2may

salvaged from existing railing.

ID

Cd

IL Roil PostFace of ROil—\

L Vert Bar L 3 x 2 ½ x % (Typ)

RAIL ELEVATION

Post (2 — L 4 x 3 x 5/16)

Post S. Intermediate Post—,~

New Clip AngI

Washer

nm

DETAIL “B

Y4 SW x I V211

L 4 x 3 x

SHEET 2 OF 3

ye- Dion4325 BoltNew Clip

IntermediatePost

¾ Diam 4325Bolt (Typ)

ISECTION A-A

SECTION C-C

L 4 x4 x%

CM

CM

SECTION B-B

Slotted HoleI ¼1 x

F

(Typ)PL ¼ x 4 x ‘½” x

Slotted Hole(Typ)

IV1S~v~”

SHIM PLATE DETAILCLIP ANGLE DETAIL

S€ Texas Departnw~rit of TransportationI’ 84490 VMs/ca


DETAILS

LONE WOLF BRIDGEFILEI BG99~ii DI. 06k 04 CEW CO Ew( J 0.’ 5(0 CC;

‘D hooT oCTOBER 2009 inn icr IcoCoot iS frCOJCCi SHIEd

~~~iSIO~S SJTC1UITI C04TH~. SC C? JOn HIGHWAY

TCdd GREEN 0107 24 023

SIDE VIEW

DetailA”

HALF PLAN AT BASE

PREL IMINARYSWJECT TO REVIS~QNthis cta,eg i~ releasedfa lnf&.ntia~l poposesunder the ®thority Of

C.t.IAtKERP. E. 658~8 on 08/21/09.Ft is not to be used forregjlotoy ucrovol, peinit,bidLlin9, or construction6oX’DOSOS.

DRILL AND TAPFOR 1/4 BOLTCHASE THREADSAFTER GALVANIZING.

1” X’/,” x I”

DETAIL A’

1/4 ‘ DIA. BOLTS

Edge of Curb

BOTTOM OF BOX

QRdwy

10’ -0

2’-O %‘

“‘I

In

ELEVATION

2’—?

C

(Typo

‘p

Ho I esBolts

Ct4-04,

on

C

‘p

Sn

In

L I Vzx 1 V2 x

COVER PANEL DETAIL

SHEET 3 OF 3.188 Vzx 3 x I’-?”

SECTION

HALF PLAN AT MID-SECTION

PLAN

UTILITY VALVE BOX DETAILS

~€ Texas Departrr,erst of Transr~rtatJonif Bridge OWision


DETAILS

LONE WOLF BRIDGEFILET 66991801. DON OWl! CE! c, Lw c. Sf0 a. CEWCDIxDOT OCIOIER 2009 DIOTHICF VEECML AID •HOJECT SHEET

HLYISICIHS 07asa,1T CG€TI~. SECT iSO NIGHTLY

las ~EIN 0907 24 028

— See Concrete Repair Details”7 sheets for repairs to existing

._1, interior girders.Reseal ExistingJoints.

Qauantities shown are far onespan only.

Øouantities shown are forinformation only.

Use Class “S”aggregate size.f’c = 4,000 psi

Use Grade 60 reinforcing steelSee Construction Overview Sheet” for sequence

of construction. Remove existing asphalt overlay.Saw breokbcck line to o depth of I ‘. Removeexisting concrete in accordance with Item 430Extending Concrete Structures.” Capture and

remove all debris. Do not damage existing reinforcementextending into new construction. Clean and bendexisting reinforcement 1’- 0” minimun into newconstruction.

Breakbock lineat end diaphragms.

This &~wm,,t is releesod1a~ inf#ioti,,ol xr~eseswider the cutharity of

C.EJAL~ERP.1. 65538 m 08/21/09.It is itt tote used fwregslatrry tw01ol, pesnit.bidding, 01~ culstr,ttionP~F005€5.

Complete concrete repairs adjacent to new constructionpriar ta placing formwork for new constructian. SeeConcrete Repair Details’ sheets for repairs to

existing concrete.

Clean and reseal the remaining portions of existingjoints as directed by the Engineer and in accordancewith Item 436, Cleaning and Seal ing Joints andCracks.

See Bridge Layout sheets and “Bridge LightingDetails” sheet for lighting bracket locations andreinfarcing.

See Concrete Pedestrian Rail Details sheet forrail reinforcing.

See Bridge Layout for locations of Deck Drains.use solvent-welded, 4’ diameter CSch 40)

PVC pipes and fittings conforming to ASTM D2466and Dl 785 Deck Drains. Where Deck Drains orenat recessed into curbs, provide steel grate draincovers with I” max drain slots.

Payment far Deck Drains is subsidiary to the pricebid for Item 430 “Extend Cancrete Structure.”

0 TABLE OF ESTIMATEDQUANTITIES — STAGE 1

Bar No. S i ze2 #4

96

251:4

Bar

TABLE OF ESTIMATEDQUANTITIES — STAGE 2

We i aht41

31330

42

Na. S i ze

B

Length

2

87

We i

25

182

ABHNNpST

2

I 64

ii

236

4272

252

4

#4#91:4

#4#4#4#5#4

25

B

30’- B”30’- 8”II’- 2’6’- 6”

30’- 8”6’- 2”6’- 0”8- 3”155

i nfarc i ng

II

Steel (2Class “5” Concrete

UI 38

25 8’ - 3-

_—SOwClJtSreakbacFcLin

Reinforcing Steel (z

* Clean and bend existingtransverse reinforcing 1’ -0”mm into new construction.

Class “5” Concrete

GENERAL NOTES:

Concrete with 3/8” maximtnnClass “S’ Concrete strength,

PLAN

c. Structure

TRANSVERSE SECT ION

P. E. SEALREQUIRED

PREL IMINARY

OUTSIDE GIRDER REMOVAL (STAGE

~Clean and bend existingtransverse reinforcementI’-Q” mm into new concrete.

r Texas

SECTION A-A

SWJECT TO REVISIc*I

SHEET I

‘I

OF

& 2)

3

Department of TransportationBridge Division

31’ -0” REINFORCEDCONCRETE GIRDER SPAN

RECONSTRUCT ION

ILE’ 66990b01. 0C11

LONE WOLF BRIDGE

1:515016

011! CEW IC.. I.Ih0 J’.;LWsOOT DCTOOIR 2009 I 01511 IC’ I FEOCHII, Ill IOJECT I SHEET

I C0l~iPEI. I SECT I I0907 I 24

31,-a’5’,

~L 1’1’-’

BAR S

(TyP)j

P.E. SEALREQUIRED

PREL. IMINARYSteJECT TO REVISIONthis daa,nI is relKasedfcc infa.oticc~I p.flozesunder the ~Jtharity of

C. E. TALKERP.1. G5fl9B o~ OBflhIOS.It is rot to be used fccr~jIeta-y ~jr0~qI, pesit,biddin1, or wstrt~tTcoIXX•POSeS.

Bars L, U L S Spa — 6’

Bars IA Spa — 2”

6 ES at V-C” 6’-O” 12 Eq Spa at 1’-G” 12’ -0’

C

(0

Al Eq Spa = 30’-B’

C

p 6 ES at 1,-C” 6”

2”

C

In

CDtU

9.4-In

(“I

L s~r I

a’ -r

BAR M

‘-10”

BAR L

V

PLAN

ave(Typ)

Pedestrian Roil

See ‘ConcretePedestr TanRail Details” farroil reinforcementcast into slab.

BAR P BAR U

Top of

-t

N

A

IA

Slab —~

N

TRANSVERSE SECTION(Showing Dimensions)

B

Drill andgrout (Typ)

SECTION B-B

STAGE 1 RECONSTRuCTION

TRANSVERSE SECTION(Showing Reinforcing)

SHEET 2 OF 3

y~4 Texas De~irtrnent of Transportation8rIdge Ok/sian


RECONSTRUCT ION

lU’ 6599tb01 DON

LONE WOLF BRIDGE

leDOt cCTa&R 2009I°’l’ CIII lc~. Till 1°”’ LII {c~c. CEff

DISTIl CT I ‘CDCI’t AID pAOJLCK T s,ca

(North Side)DiVISIONS

0

TRANSVERSE SECT ION(Showing Reinforcing)

Top of Slab

P.E. SEALREQUIRED

PREL IMINARYSWJECT TO REVISION

This ~re~t is releosedfor ioforssticnol ~erposest%ider the aithority of

C.t.flLkZRP.C. 6589) a~ 0)121/09.It is not to be used forreqilalo-y qflivol, (emit,biddinç, or cosstruclionpurposes.

Bars U Spa — 6” 6 ES at I’-D” 6’-0’

31’ -0’

92 Eq Spa at I’-6’ I2’-O” 6 ES at I’-O’ 6”

PVC Coupler

Bars flo:~I 4,Eq

Z :~Zz*:tL&

Breakback Line

—~--

b~ -4—to

rj .-t

Flush withaott of Slab

I~;~”IGyp)

B lockout

PVC Pipe

STAGE 1 STAGE 2

PVC Coupler

N ~

6’ -0”

I’-6”

B~ T~

PLAN

Steel Grate Cover

4”x G’x 7”Blackoutin Curb

Over I ay

I__

1’ Deep saw

STAGE I STAGE 2

See “ConcretePedestrianRail Details” fardimensions.

y4.’Chamfer

Pedestrian Rail

DECK DRAIN DETAILSBend reinforcing steel as needed to clear PVC I”.

Roughen outside of PVC with coarse rasp or equal to ensureband with cast- in-place concrete.

S

N

TRANSVERSE SECTION(Showing Dimensions)

SECTION B-B

Drill andgrout (Typ)

STAGE 2 RECONSTRUCTION(South Side)

SHEET 3 OF’ 3

7* Texas Deportment of TransportationBridge DIvis!on


RECONSTRUCT IONLONE WOLF BRIDGE

FILE’ 6899tb01. DCI a” ~~-~T’ [Me 0’ ~7 CE’ CEW© Ix000 OCIaSER 2009 atomIc, fl~eoL a .eo,tcT s’,EEo

flOISIOjO 01Co.Ifl Ca~iI~9. SCCT ,JOO IIICCAY

T&~ GREEN 0907 24 025

End of Spanat Abutment

Bars B (See Reinforced.Concrete Girder SpanReconstruct ion sheetfor placement)

I ‘ ChasTifer‘1

(Typ oil sides) I0

C(~4I

Cut Bar C as neededto maintain 2” endclear cover.

I i’-~°” I

P.C. SEALREQUIRED

PREL 1W NARYSLSJECT TO REV(5lON

this ~ane,t is releasedfor infatotia’.al pnosessr4Tr the aittority of

C.t.IIAL8ERP.E. 65898 a~ 08/2)/GO.It is ~t to be used forre~ilote’y ~tvol, petit,bidding, or cu*strc~tio-’pjrposes.

0 TABLE OF ESTIMATEDQUANTITIES

Bar No. Size Length WeightA 245 3’-2’ 79B 24 a 4 5’— 8C 2444 7’’ I” 114

Reinforcing Steel Lb 284Class ‘5’ Concrete CY 14.6

Quontites shawn are far typical3) panel. Adjust end panelquantities as needed. RoilQuantities shown are forinformation only.

GENERAL NOTES:

Concrete Pedestrian Rail is basedon historic THD Standard TY C8-6.

Concrete Pedestrian Roil is paid forper LF under Item 450 “Rail (TY CS-B)(SPL).

Use Class ‘S’ Concrete with a nioxitrumaggregate size of %‘. Class S Concretestrength, fa 4,000 psi.

Use Grade 60 reinforcing steel.Do not splice reinforcing.

2 — 1’-o x 4” x 7’-4 v2’Precast Conc Rail (Typ)between pasts

End of Spanat truss

* -0”curb I

2— 1’-Ox 4” x 5’-7 V2’Precast Conc Rail betweenposts an last rail sectionbefore steel truss

0

Wrap ends of concrete railin /4’ thick expansion jointmaterial (Typ)

L ¾”(Typ all sides)

V2.

7’ ~4 V2 (for typical past spacing of 7’ .9’”)

5’-? V2’ (for end past spacing of 6’-O)

SECT ION B-B

PARTIAL PLAN

Embedment

C

RAIL DETAIL

A EmS)

¾” Chonfer(Typ all sides)

L0j>a0

5.

0

0.I

2

A (*05)

a

PARTIAL ELEVATION

BAR B

SECTION A-A(Showing Dimensions)

SECTION A-A(Showing Reinforcing Steel)

Texos !)epcrtrrent or TrorwporM!oriif Br/dge D/v/s/wi

CONCRETE PEDESTRIANRAIL DETAILS

LONE WOLF BRIDGEFILE. GGSOmiOZOBN ON. EEC Ce. LI/C Ow’ LW cc, EEC© TxOOt OCTOBER 2009 DII’, CS FEDERAL LTD •~IOjEC7 ZNECT

TENTS’ 0’S — SJT

ICoNT~,IsCcT Joe

Tat GPEEN 10907 24 0281

Edge of )Bridge Deck PLAN

See Traffic RailFoundation sheetsfor typical __j_~j

~—~ireinforcing steel

l~lLimitsof TRF

L____J

Bar No. Size Length WeightC 154 5’- 3’ 4H 9”4 5’- 3” 38S 7 “4 6’- 0” 28U 354 9’- 0’ 18V 12’4 I’- 6” 12wU 10 “4 4’- 0,, 27

Reinforcing Steel (2) Lb 127Class ‘5’ Concrete C? 1.1

ØQuantities shown are for oneenclosure only.

ØReinforcing steel subsidiary to pricebid for Class “5” Concrete.

~1IH-iBARS

4 li”

BAR Wu

GENERAL NOTES:Use Class “5” Concrete with 3/8 - max

aggregate size far Enclosure Extension.Class “5” Concrete strength f’c - 4,000 psi.Use Grade 60 reinforcing steel.

Use 2 TRF’s per enclosure. Length of eachTRF is 7’ -3’.

Use Class ‘C’ Concrete for TRF. Contractorhas the option to use Class ‘5” as specified forEnclosure Extension.

End of Bridge

LEdge ofBridge Curb

___

~eI~ec~<

-I-

o TABLE OF ESTIMATEDQUANTITIES

-TSee Traffic Rail IFaundatian sheets Ifar typicaldimensions~

I~l

7’ -3”

6’-3” I

I I

I I

- aeep recess farsteel plate cover

2”

t

(Showing Dimensions)

Limits~ -I

L......._...J

SECTION B-B

Conduit

i~r4 V,’

BAR E

(Showing Dimensions)

SECTION A-A

—Wu (TRfl__i_j IGroundline

Limitsof TRF

L.~....J

SECTION B-B(Showing Reinforcing)

U,

I.,

U

E

V

H

Cu (TRF)S

I I I II I I II I I II I I II I I I

_

—~---

I I

BAR U

P.C. SEALREQUIRED

PRELIMINARYSl~JECT TO REVISION

Ihis ~o.nnt is releasedf~’ inforroti~l srpcsesLrlder the mitharity of

C. C. WALKERP.C. 65898 sI 01/21/09.It is itt to be used (ccreqsIot~ ws’~ol, pe’ait,bi~ing, ar co,struclionpurposes.

Limits

END ELEVATION(Showing Reinforcing)

Texas Deparirrierit of TransportationSrldge OMsic,,

UTILITY ENCLOSUREEXTENSION

LONE WOLF BRIDGE6i991b01 DEN 0,,, CCII CU 1.141 0*’ LW CM CCC

CD bOOT OCTOBER 2009 0’ 55001 ‘~C*’t AID P*CiCC r S’l!E7

RflISIO*IS 0?C0P4t CONTOOL SCOT JOC *IG’fflT

1W GREEN ago? 24 028

EST!MATED QUANTITIES—ONE BRACKETITEM UNIT QUANT

CONCRETE CY 0. 2REINFORCING STEEL (,j~l LB 146STRUCTURAL STEEL LB 104CONDUIT LF 4

ELEVATION(Structures withOverhanging Slabs)

6’ Mm® Bars F andI’’6 Usual ®~ (‘E (top)

z::z~z::z~. V:)0

aa .‘ *

S

Shop or Field Hales inArmor Joint if necessary \\ ~)~z .6;

6

r. 6 6 111111 - - - -

L Banding J~per forMetal Conduit only

Recess slab if necessaryto square end of conduitexpansion joint at skewedbridge ends.

Clearances perrni tting,conduit may be carriedwithin the wingwall.

P.E. SEALREQUIRED

PREL IMI NARYSWJ~CT TO ~YISIG1

Ibis dda.~l is releasedfa infawotisnol ~posest,,der the aitlwity of

C.E.NALkERI.E. 65698 el 06/21/09.It is not to be used tarewlolay cpretol, rellit,bidding, a ~‘strt~tioopErposes.

Conduit bends in accordance with NEC (4 V2 lAinradius far 3’.~’ Dia conduit and 5 V4’ Mm radius far1’ conduit).

If lighting is to be placed on future contract,extend conduit only 6’ and provide water tight cop.

All conduit ends shall have alt burrs reamed and bellends or bushings installed.

2’ clear top cover. Place beneath top slabreinforcing only if necessary to provide this cover.

If slab edge to girder flange edge exceed 3’Il’,lengthen Bars E and F proportionally to ensure Bars

C ond F extend I’ -6’ Mm beyond girder flange edge.

Clear rail anchors, drains, etc I ½’ Mm.

I ~4’ lAin cover but always beneath tap layer slabreinforcing.

®Pasiticn of conduit shown elsewhere an the plans oras directed by the Engineer.

Junction boxes shall be 8 x 8 x 4 inches heavy duty,flush mounted, galvanized, cast iron or cast steel,externally flanged, and be Crouse-Hinds Type WGB,0-2 Gedney Type YR, or equal, if appraved by theEngineer. Bond junction box to grounding conductor.

~g~variation due to slab thickness is insignificant.

@~For Contractor’s infarnotion only.

©Anchor Bolts, Nuts, Washers, and 2 plates.

©Additional to main run (Size and type as shownelsewhere on the plans).

~9Minimtin clear distance between bracket and deckdrain is 3’.

GENERAL NOTES:Designed for up to 50 Ft light pole with one

12 Ft arm, 55 Lb luminaire with 1.4 sq ft EPA atmaximum design wind speed of 90 mph (117 mph gusts).A special design is required if luninaire mountingheight exceeds 100 ft above average surroundingterrain.

Concrete for Illunination Pole Brackets shot Ibe of the sane type and placed monolithically withthe bridge slab. The bracket quantity is cansideredsubsidiary to the Item ‘Class ‘5” Concrete forExtended Structure’.

The anchor bolts and lawer plates are subsidiaryto the Item ‘Raadwoy Illumination Assentlies’.

The type and size of conduit and the nunterand location of broakets shall be as shown elsewherean the plans. Brackets found to conflict with othercanponents of the bridge may be relocated as necessary.

All reinforcing steel shall be Grade 60.

FILE’ (6985i02. Ogn D’~ hOOT C(. IsDot Ow.

(7J TxOoI Aprfl 2008 CO rEoEww. A0 PeOSCE CCCI

CCVCSIOAS SitCOw ‘ Foy’.’,’ I~ ~ ~ Co,c.t.. Cow,, CC..TnOtI SECT Job KIte’s

IOwA ClEElI 030? L 24 028

I Ln,inat ian

L

Showing Conduit run in slab Showing Conduit run in(4 LF odditianal canduit required) (4 LF additional conduit

CONDUIT PLACEMENT OPTIONS

railingrequired)

(Treotnient shall be as shown elsewhere onthe plans ar as directed by the Engineer)

C

PLAN

0u.—L4’E) Sus. w00)02L 04*,an

4-04.~O LCr oL C000L0 C 4’%.roe-a o

C CC 3.—.-.,J a:..mo. ~o C’,- e‘Coos,5I LI—LC

000‘O — 0’

0) ,s~Z’ L•‘OS

0>0., x coa,’. 0

at00’. 0an a,C C0I, 04.4.60 —> Ot. 2aeon0, h-5i

IS I.C” 0’.

4-4-

“C—C,~ LOXO Lo .—oC ‘.00OCcc4 0 a.—o a

‘,~0L000i0

4.4-at.

atm,,L —

-.00=0,“3D ‘St~ 000— O3 0’,.<C

-— tu , owtfl 4.OC— 0X4”o <—0

Edge of Bridge Slab

Standard Canduit Expansian Device(To allow a minimum of 4’ total travel).

- Grode /SECTION A-A

6” Mm®

Girder Flange Edge

0

7’ -0’

H

SEE DETAIL ‘A”

BARS E (*5)(Length ‘ 16—I’)

0C

CONDUIT EXPANSION JOINT

2”

7’ -0’

Field bendI bottom Bars E

J and F parallelto beam or overpanel if inconflict withprecast panels.

Qs 13”x 72”xl -I’SCaly) ,

Band lower Bars E and Fdown into cost’in’~jf~/’Beams and Girders. L.~i-,J

-1BARS F (*5) ~

(Length ‘ 14’—3”)

2”2V2”

Field bend or extendover top of panel.—,.’,

i Bean

Bars F

Edge

(Bott)

Bars E(Bott)

Edge or~ t:L1. of Bean

Bend lower Bars Eand F over PrecastBeaus or Girders.

BARS S (*3)(Length 6’—?”)

End offor

C00

0a04.0

0

uu

• ‘ 0a

Plates 13’ x V2’ x I’’l’ (Calvanizedi4 — 1 ‘/4’ Dia hex head bolts(A3GMSS) I(6 ~~2” Mm thread length) w/Hex Nut,,Jand Washers as shown (Galvanized).

ELEVAT ION(Structures withoutOverhanging S labs)

Bars E ondF (bottaan)

ILLUMINATION POLE BRACKET AND CONDUIT LOCATIONELEVATION

TREATMENT AT END OF BRIDGE

~€ Texas Department of TransportationEfidge OMsion

BRIDGE LIGHTINGDETAILS

BL (MOD)

TRAFFIC RAIL FOUNDATIONWITH T221, C221, T223, C223, T401,

T402,C402,T551, 1552 & SSTR RAILS(Showing T551 & 55Th Rails, other Rails listed simi or)

Footing has approximote 0.10 CY per LF of cancreteand 10.77 lbs per LF of reinforcement.

C Stirrup hook length is 5”. (Typ)

I5’-O” Mm33’ -0’ MaxBetween joi

DEVELOPED SURFACE-A(T5S1 Type Roil)

DEVELOPED SURFACE-B(T55l Type Roil)

Additional tangent extension on footingmay be added os shown in plans.

RA ‘8.8560CRR.0.813’) RB ‘1.7Bll(RR.1,021’) RC ‘5.2389(RR.0.625’)

LAI’l.5?0B(RR.o.813’) LB=1.5708(Rn.1.o21’) LcI’l.5708(RR.0.625’)

LAZ=1.5708(RR.l.021 ‘) L521.5708(RR*1.417’) LC2”1.5708(RR~1.208’)

The linear ratio may be used to obtain the above arc length dimensionsfor included S angles other than 90’. The dimensions are intended asan aid in constructing forms for curved SSTR & Type T551 Railing.

Exomple; Far RR IC’ 8. 80’ — LA1’ 16.998/9

DESIGN GUIDANCE:The use af curved rail sections at bridge endsraist be appropriate for the design speed andsite conditions.

MATERIAL NOTES:Use Class “C’ concrete. Use Class ‘C’ (IIPC) if

required elsewhere.All reinforcing rrust be Grade 60.

GENERAL NOTES:The foundations indicated are suitable for mounting

typical concrete bridge barrier type railings.The design resistance is based on the current AASIITObridge railing requirements with the assumption offair to good soil support conditians. Poor soilconditions will require suitably deeper foundations.

See Railing standards far details not shown.The primary use of the curved railing detail is to

avoid the necessity of curved MSGF at the ends ofbridges adjacent to grade intersections.

This detail is intended for use as a guide to unusualroiling anohorage situations but may be inaluded inthe plans, modified as necessary to apply to specificinstallations required on the project.

Payment for railing foundations will be by CY ofClass ‘C” or Class “C’ CHPC) concrete.

The associated bridge roiling will be paid far bythe linear foot which includes the conarete andreinforcement.

Excavation will be considered subsidiary to otherItems.

FILL~ rI stdO27,C~, C” boaT c. I4’IA 0. 4TH C,. 1x001© ItO): Ape 1 2009 OCSCMCcT FCGOOAL 4CC •ROJCCC SWET

RcVIS lois

c~,I, ccoT~, 0Cc? soc 41C’i’y

Roil

L~

Roil

Railing Reinforcing

ACPBose Materiol

inst

TABLE OF DEVELOPED SURFACESDIMENSIONS FOR B 90

9

T551 TYPE RAILS SSTR RAILReference

Radius Rn (ft) Radius Arc Length Radius Arc Length Radius Arc Length

ta back of Roil RA LAI LA2 Ra LBI L82 RC LC) LC2ft ft ft ft ft ft ft ft ft

10 95.76 16.99 17.31 19,63 17.31 17,93 55.66 16.69 17.61

15 140.04 24.84 25.17 28.54 25.17 25.79 81.86 24,54 25.46

20 184.32 32.69 33.02 37.44 33.02 33.64 108.05 32.40 33.31

25 228.60 40.55 40.87 46.35 40.87 41.50 134.25 40.25 41.17

30 272.88 48.40 48.73 55.25 48.73 49.35 160.44 48. II 49.02

Surface B0.705’

Reference

00.“I.+0 45U> “S00D~

Q.t? (0+0+

Oat.—cm‘“toI. CCleat0l4+%.Ca,,—a aat ccC Z—~—..J am.

+ —0>, DDC %ci“woo0 t‘-tc

00(0‘——C,

O tooC L 0+ 00

a>,‘ Sc c Vn— a

Ut0>, 0tofl 0c meto, + +St —>0~I0500o “-0

to t0’—>’

++0’— 0

oc—wt.—.— Ia so no.0 ~_0c ,, a, UDCCC+ a a.—05 Ia

“-‘St00450—

+ + a I.ccoaLoe

0- 0’ +

~tflus, CL~ 0.40

OX 0..‘EL.J_ -—0-U 100’‘1 4-Or— ox..a ‘o—o

UU4

us RH

Form toevertical

DEVELOPED SURFACE-C(SSTR Rail)

SECTION A-A(T55) Type Rails)

Surface C3.056’

ReferenceRadius Rn

See Railing details fortypical MBGF connectionand other end treatment.

‘Minimum straight extension of4’ ~Q’ is recoirmendedfor connection to MBGF.See Plan Sheets far length.

SECTION A-ACSSTR Rail)

Abut Wingwall

CURVED 1551

Br i doe

Surface C (SSTR Rail

& SSTR TYPE RAILING AT BRIDGE ENDS

Texas Department of TrarispartotlonI’ 8,1* UkIslo,,

TRAFFIC RAILFOUNDATION AND

MISCELLANEOUS DETAILS

TRF

cable - american association of state highway and...

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