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HomeMy WebLinkAboutORD 8-U" ... _.r_ 2 7Tz7Uz1`1AT1 OM *3WMUMZ M7 'U" !27 1: 124 ��T 37 1�.� --N TZZy Ti71.7 1,Z7173 C=Z2' OT Ti - !.V. Pr_ 4:i".+IT" C_ TX ' -3 M _,y YN Fk7 y L , u, 11, E34T1Tq_tm_-';L GN"T° (,,=E',�Z Q rXT "M ; -i Y D T 1T T, t, 57.' ­7.AT.2.e 7:�­ n,— Ti! ) _�J� 7 p !,7- r) 27 f. :t thrh ryub-uo convenience, xsety aA 'WeaOsity 02 no cltyo aw. -tw Poople or the sats. TO:114Z.G. 'taint the Potion t ,, ..f1dT,,a7 �rj Ormsistw� of a rww brid— to opm trUm,- p ditch imc4n Caumma cut-off ameh comstx,=t. Cd; t -hat the Portion or ti, 1"1armr ` . 00asistia'o of tiaeb llo. Kdv. iTi spa" br6ndt Da7ou bo n-,awastmated to provide 'a zwxi-,- adeymte rwuwy Tileth 4 ; Pwi,tion of meta 1214 eomistiaf7 or t -b6 �4rld� T n<I:7Ayou be lengthened, to Provid's uate dral, the 'o"ity" La M- f a." .inco thn poxtion-3;' o- scid hi*,.7ap constituting tho Ictreet, VmJucV, eanz�tjtute L, air Md nous AncenvenAsnou to the Pblia, tyzy tyra uriently r,--_imircd to t_a 1-ornedied; cmd i2' M' P_P� 1 -u5 T, t -11p, Ofty bau m�,wsted tipof -:�ibxss to awitribute rjMa=*C1J.. 17. in tbeet project.. =4 ,T7'ate s the S -Mate of Tle—z-o bacs mdo it Immm to ti m city- t it will nsaiot tl,to eit7- in thn stEat projoot lby furni—f-hiho ti,,O aowtrAtionr lk-:Construetion aWl trALutemmee; cmd by :n1poryingn,",� Conatrurat1mv, vidin'] tho city fm"wom tir, :631—mam, ��7r_"v amd ,Al_-�Dwnt fw- ssid, p-1-0joet'; 0-nd 11.77M,7�74119, the City,, in emaid aration of thc r,_,ovJd1n,0, o -f f;nid project, neo Windemity tbx �It-Ato of_Tbmao, nj)alnot •aii Or. clamtoy clxaam to m adjoinitZ,O abUttin�,, or otlicr, p-vorort-, t:�2-c rtot>G 4- 11&1o, vricin- out of q inaidtnt t6g. end In W% uay eonwcted -Ath V--- 1.n-stn3.L-_1tJon,, the oowtmotlon$ recom. tructior.,, tho a=1stenoc,,* the wo vM raju�,Q==V ax t1he '5101'ro,34v" nmijoot or Un of 4-hin ardLnwnao, T m7 ';7,- -r- rimArEl"-T 77T "TT2, V1,f',MTM),4aJ ine e tbo: Pitne, c nvent noo, mmy oma Cr &0 city onat V14D ji of, U':,C city - ruQuiAm It, —mid, artmoiC. aha -13. bo c0=*1�'1,1-w#,,-�d-. 00usti-Jetad, 10 tato 0 Of ��Byms bo metacmized to ontar if- 004Gtn1Ct,* xecon-stru(A0 to mintain the et=oct the locamm"If mri in Wojoet at V,* ixinmr sh on. the at-taollad 110-,"t" ,, ara lku emA. rnfl -e h6" -00f IPI all. MSPOCtL_41 PV t* '0 3* UICt !P_ �,hlfj *Mlrotiee Mhall ba comtrwd oblJoat e $67 14-, nt.C� -40 to P-djoin-. �08 to W Cay diroL. mm, or -usutal �IaT Ina' ObUtting or otbler prqqa_,­Vy In, no-afomemn'. of this ordIna-we or by reasm, a Qz Installation,, Cowtructions, meonstructim, oxist,-neo, uss and m1nt,:m,1=o rxP Otmat Pres scot authoriwd Im-roin's 'f=ez i qzromw%l 04TJ 4U#6T I aagiaagdaS jo ,asp T4'* T acp sT7, 3iWToAo 00:OT's *91?6T *IT .zaguiagdaS -w VEC-i-,.zTgQtj �Gr wa ucunoD aijt :q Passud ATW a0wau;pao uu p Adoo p3aaoo pwa =�n!gq== adl ed aW oqq Zvqq Ajlqaw Agaj xj somq? m Ov lllau jo A4T� add• jo Vja pqU;,Eg 6 `pa%gOd;Tu CTnp 3;,4 19 •,zr 2u'x 'yi 'yi R,zaZa �al ps 'x sa o/S/,.-Z- , ,0 --L ZG -MT '(I *V `,zagtuagdag jo • Np uq-* T a?uq TTOunoO Sq -TO aqq. -'�q QHSRVd OW -wood u,41 V-b,4j!u P= Mij 1400740 PUB 0=04 TTnJ IIS 04; TTrli- Quu!' 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"n 4Qav)KaTXo Rua-ppW-4 (Ail, lUOTI uMUMT- atr4 11411 'Paqawm* Awn 1►L uT ao g o -a Weplau; `xo Im I-RaTeW `vEquTTsF weL JO ga'T4m aoj Agaaload aeq-4o ao `Zu'T2!jngv. *9uTQTofpn % aWmap mi BEq-Tp Tt' seVvimp •Tri 4vuTu:.ry suxe ,:o @;uju ettq Xjrwopu'T cry u Agaaeq seW 64;o M'4 'g 0q moo uTWIr,ksqt. ►ctr oa -EM14W 094 ,3a uQTV'aa uoo szT pun JOd `V ;;:;L- -:I- 9-Q •og paaaa,aa uTaaaH GDUWUTPao eHq ,To quemaoa0gle Puu a9usoud aHq PuB goe -Woad geaagS PTuS ao aouBaaWTuat ao esn 6a0uag9Tga "uoTgonagsuoo `uoTgBTTBgeuT eHq moaa SuTgTnsaa ao Sq PGUOTBB000 kWedoacl aaHgo ao SuTggnge `911TuTOVPB oq SaSmuBP TTB gSuTB9g agggS aHq SaT=aPuT TTTM Sq -TO aHg gBgg `aeHgana pepTboad `pug 6gooVoad aHg ,To sapuaO pug SguamuSTTB `suoTggoTJToads 'leuBTd.aHg SaboaddB SgTo aHq Bugg `aaHgana paPTboad`Pug `uoTgaTdmoo uodn goaVoad aHq JO-aouuuequT'em pug SuToTTod `oTJJB.zg JO uoTguTrOaa eHq aoa sugam agBTadoaddB pug equnbape SuTPTaoad VuB 9uTuTWiGq.GP `og -aaGTq aouaaa,Taa HgTM eaTga d aHq Jo saTgTTTgTsuoclsaa PuB saTgTTTgPTT aHq 9uTuTmaa4aP jo esodand aHg aoa agugS aHg HgTM quameaa9B uB oguT aagua TTTM `uoTSsaS IVTTOGU �aanggTeT9aZ Hg9t SgoP `STS TTT9 agguGg Sq Pagg�dmaguoo eB `SgTo aHg gggq pauoTq -TPuoo sueTcd pTBs uT PaPTAoacd eq Smi ao. su•ejd PTge uT papTaoad eg :�aoM guawaaggeq ao uoTgoTuq-auooaa `uoTgoTuq.SUoo aHq 9uTSTAaadn.s We guama.aoacimT PTuS aoJ: su'eTcd SuTasdaacd Sq uoaaGTg oTJJTRaq aToTHab aogom GAaaS STaadoacl og uoTgT-Puoo B uT gaaage pTBs aogTcT esTmaaggo ao gonagsuooaa `gonagsuoo oq- Sagesaoau Spunj GEM.9uTHsTuana Sq goa�oad gaaags PTBs ,To eouBaaquTBu aolpug quamaboadmT eHq uT SgTD eHg gSTSOe TTTM 94134 aHq gBgg Sq -TO aHg og uMouz[ qT aPW swq `mPaBoad Hons 9uT4uATgog uT uoTsSTmraoo SPA -HSTH agrqS eHg ao JTBgaq uT Pug .zoa 9uq-0e `aaauT9uH SBMH9TH agggS aHg `seaaGgx PuB "abogB PagTaoaaP goaVoad aHg SapnTouT g0THM :�aOx ao muaSoad B paboaddB JO ogBP., .zapTM. uoTeeT=0'0 -6gMHSTH a.gBgg eHg "Sga,zaHM PuB f goaroacl pTBs ao aoueueguT%w aolPuB quamaboacrmT aHq uT Sq -TO aHq gsTsSB ao.uTBguTum aolpue aboadmT pug uodn aagua oq egBgS aHq pazTaoHgnB 90uwuTPa0 aecload Sq sBH.Pula SgTo Hons uTHgTM iaoag gaeagg oq uo aouBuequTum ao/-PUB guemaboaCTMT aHq UT PT•e TBTPU-arT:T agngTaguoo oq eq•4S aHg pegsanbaa suq SgTo eHq 'SuaaaHM H I H 0 S a K I I M JO Sgaud `„SgTo„ eHq PaTTgo aagaBuTeaaH '-6-1 ` •gaBd Puooae aHg ao SUP aHg paesgd 90UWUTPaO uB aapun SaeoTaao pezTaoggnle STnP SqT HSnoaHq PuB Sq Supp a `sBxad `Squrnoo ` ao SgTD aHq PuB `qac gSaT J aHq ,To SW ed `„agggS„ aHg sB og Paaaeaaa aagJwuTeaG-q `sexed ao aq•e'-�S aHd uaam4eq pup Sq `-6T ` ,To SBP sTHg aP'GM guemeea9u STHI X SIbV& M LI,DI1lo 0 X X 9VYU M HIVIS ( a-OuBuaquTuX puB uoTgonUgsuooag `uoTgonagSuoo uoT'IVUTgmoo MNHK=V moidonxdsmoo Tdclioixm AGR-EEM'ENT Now therefore, in. consideration_ of: the promises -and of the idutual covenants and agreements of<the, parties hereto.to be by ahem respectively kept and performed . as hereinafter _set. forth,- it 'is °agreed as'follows. The State as its.contribution to .the improvement-.of,said street project will prepare or provide for the plans- and specifications-., advertise for bids,- and. let the construction contract- or otherwise provide for the construction, and will supervise the construction, reconstruction or betterment work as required by said plans,'and will pay the cost of -those items 'indic'ated,-on-the plans as to be paid. for by the State. As long as the city street is.a designated highway, the State will maintain said. street project except those portions as may be made-theCity's: obligation as mutually ,agreed to by the parties hereto: The State will maintain: said stre'et.project or,such portions.thereof or -extensions' thereto as may be indicated on`said plans for State maintenance, and such other portions as.may be mutually agreed to by the parties Hereto. The City; in -.consideration of the mutual covenants herein contained, does hereby agree 'to 'and does hereby `authorize the State to improve or assist -in the improvement--of.said street project.at-the location, to the grades.and-in the manner shown on.the plans which plan when .approved by both:parties hereto will, be attached hereto, marked "Exhibit A" and become'a part hereof ii�all'respects. The City `will_ protide. for said -street, project a .right -of =way free` of all obstructions`. and. of a width sufficient to�.,properly provide for e thimprovements shown -on the plans, without cost'to the State and: will not, in the future, permit encroachments on said,right=of=way. The_City.will provide.at its own expen.se.for.the, installation,. raising., lowering,: removal or other necessary adjustment'of any and all utilities or services., whether publicly or. privately'owned., as: -'may be necessary to permit proper ' improvement, -maintenance -and use- of said street project, and., failure of, the City to.promptly.carry-out this provision upon the written,.request of -the engineer shall, if such delay results in additional expense to the, State, -.be the direct. charge and obligation of the -City: The . City agrees , to pay to the' State promptly thecost cost of making repairs to the subgrade or.surfacing:made necessary by reason of the installation, repair;', removal; or adjustment. or -any sucli publicly or`.privately owned utilities or. services,' .which may occur after, the completion. of the „street project,. The City agrees that it will refrain from passing an ordinance fixing a -speed limit on the above mentioned street project .of under twenty_ (20) miles per: hour'. nor will it allow the erection of .signs, -semaphores and/or signals" that will give_ preference to local routes -which -intersect with the said street proje.ct,.nor that will slow up, hinder or delay traffic on. said above mentioned street project. The City will at its own expense maintain all streets -lights, traffic lights and signal devices on-said.project; and sweep, flush and otherwise keep said- street'project in a.clean.and sanitary condition. 2 M-9-45-937 D-8 0 The City agrees to execute all work'• either construction or maintenance, at its own cost and expense, shown on the plans,. which is or may be indicated on such plans as•the responsibility of the City. The City agrees to indemnify the State against any and all 'damages and claims for damage to adjoining, abutting or other property for which the State is or may be liable arising out of, incident to or in any way connected with the installa- tion, the construction, the existence, the use and/or maintenance of such street project and does hereby agree to indemnify the State against any and all court costs, attorneys' fees and all expenses in connection with suits for such damage and shall, if requested to do so in writing, assist or relieve the State from defending any such suits brought against it. Nothing herein contained shall be construed to place upon the State any manner of liability for injury to or death of persons or for damage to or loss of property arising out of or in any manner connected with the maintenance or use of the street project and the City will save the State harmless from any damages arising from said maintenance and/or use of said street project. It is understood and agreed between the parties hereto that the City by - virtue of the provisions of its charter and the laws of the State of Texas has exclusive control of and jurisdiction over all streets and public ways within the incorporated limits of such city and. that the City has requested and consented to the construction of the above street project hereinabove named and the State in the construction of the above street project does so at the special instance. and request of the City. The location, grades and manner of construction shown on the plans attached hereto and marked "Exhibit A" are made a part hereof. In case of conflict between this agreement and said plans, the plans shall govern. Nothing in this agreement shall be construed to place any liability on the City for personal injury arising out of the construction of such street project. It is understood and agreed between the parties hereto that all obligation of the State, created herein, to maintain the herein above described street proj- ect shall end and terminate if and when the State shall abandon, cancel or -re- locate such designation. It is further understood and agreed between the parties hereto that the improvement and/or maintenance of the above project by the State is for the sole purpose of providing the travelling public a more adequate travel facility and shall never be the basis of any claim for State assumption, or participation in the payment, of any of the obligations of the City incurred in the improvement, past or present, of any street project. 3 M-9-45-937 D-8 Iff WITNESS WHEREOF, the parties have hereunto affixed their signatures, the City of on the day of , 19 , and the Highway Department on the day of , 19—. ATTEST: C ITY OF. M (Title of Signing Official) APPROVED: THE STATE OF TEKAS Chairman, State Highway Commission Member, State Highway Commission Member,'State Highway Commission BY State Highway Engineer District Engineer . Note: Any official signing for and on behalf of a mmmicipality should attach an original or authenticated copy of order, resolution, ordinance, or charter provision, or a citation to statute, under the authority of which this agreement is, -executed. Each agreement should be executed in duplicate. M-9-45-937 D-8 4 Bares, as.,s�, /Yeiii icy S, yam.. , e/e.' a -s- < W DELIVERY POINTS >> FZ< rwaw.•.rr..� Z - <cr�.vOa<r[o <uc✓sr ,rf<s ..o.•-Q—g- LOCATION R.R. DISTANCE CAPACITY - STATE OF TEXAS INDEX of SHEETS [BEAUNONT T8N0. I.S YIlE5 APPLE SHEET Na DESCRIPTION STATE HIGHWAY DEPARTMENT / TITLE SHEET il'o E� i�vrcf DETOUR LAYOUT N 21. C—a Eu QO o/Pd .8I1•-7.fJ1J• 9 TYPICAL IUL CROSS SECTIONS ESTIMATE AND QUANTITY PLANS OF PROPOSED 6-4 PLAN PROFILE 10 CH -7 Inlet 12'13 -hslga'&STATE HIGHWAY IMPROVEMENT m w� e ere• �� 14 cs /8-s6 -//0 7 - 9 BRIDGE LAYOUTS s Pi/eGenfs Hb Sp 16'17 Widmi�<20'Ssn STATE PROJECTS C-28-7-13,81 C-368-4-45" -�-/ Ro d L'19's O./vr. y /O -p3 STRUCTURAL DETAILS AND STANDARDS 18 20=O'SFib $An 30'Sk— - SCALES: n< 1,v Bf/o/�c9/ '•• 19 Mt—i— Bnts 20 Bent Spp—1, u 21 %iB%f/g Ddtd/f5 . ,1,,ti, _ „rt . Kvn„v am� <®v N[i LENGi110l PItDI[CT- /459.0 —O.SAYI. _� oO..Oaln9 /2.v/9O' .96G -i a z3 ew � U.S.HIGHWAY NO.90 81 STATE HIGHWAY NO. 124 r''ro/ �zon•o.ci/ (i JEFFERSON COUNTY. STRUCTURES & APPROACHES Bares, as.,s�, /Yeiii icy S, yam.. , e/e.' a -s- < W DELIVERY POINTS >> FZ< rwaw.•.rr..� Z - <cr�.vOa<r[o <uc✓sr ,rf<s ..o.•-Q—g- LOCATION R.R. DISTANCE CAPACITY - BR OORS 8SF 2 MILES IT [BEAUNONT T8N0. I.S YIlE5 APPLE AMELIA MaK91275 MILES AMPLE BEAUMONT T9N.0 3.SMLIS II il'o E� i�vrcf N 21. C—a Eu QO o/Pd .8I1•-7.fJ1J• O Z Ot a� O j m w� e ere• �� Bares, as.,s�, /Yeiii icy S, yam.. , e/e.' a -s- < W - 1 >> FZ< rwaw.•.rr..� Z - <cr�.vOa<r[o <uc✓sr ,rf<s ..o.•-Q—g- .W USO - LAYOUT SCALE: 1 IN -11,760 FT 0 i _ _L 2La:aperox. _ 400'App^ox 0efovrs to eeGENERAL NOTES °^gyp opened b frelf'c Defore ufo.vge ofmafer:ai w quipmmf i sm dl bine f the /twy. V.S s0 pevavnent or shoulders. P/ace C4^Std Rc pipe ithof aroofindeM provide tampon ry dr ee as ind'°e.,fed, acmes toursi p� e ro be roedjusfed and ,rale is end reme:ndr wf Nr°ro n vu ofeef on be f vita omp/eted i/i be n� covarina// roure. On d aria wont B epenahons, and that at Yne, if price b.o' pe linea/ 1Bof of 24•Sfandard Renforeed Gbnerele Pipe. Brio'�e" minp/ete wilh'roi/i� nd approach slabs, M be p/e and opened fo traffic prior fo c/asin and remote/ of detours. Approach ewrbs and .ffer lb be constructed after :evlx°ve/ of Oefows. Defovra r the acbepeld lbr a !f, whieh pr,ce 6he// truction, s.in lananc., endr.,nove/ upm cane/vi/on ,h the Bide.. oe four wJn ee maintained eat e// fm.s by the eon frecfer i ardente uponf 71 iii the ade lour f/ rn is eea De ea/v ��M d dropoaed of as/a d�e. / ecfedby Me of 89 miles, by the Con fra eto�ar/ no's fe net cost to the Sfafa. dd:f/ona/ The Timber Pbst Guard Fence i// be fLrnished erected, removed and ser/verged by the Slate H,4hntay Deprrfinent Mainfenaoca Force et no mst to the ConFnactor 25 20 /6 u N o Y i O :, o Guerd Post � .M O i'' S I a. \�\a g� Sidra Boord I I 9 2 I D';5•j5of � 1 � kD0 • li I oo�� ' ra .r; `/s. . 0 D { O ° ° sp0 gip, • f--- --i ___ .• ,. r, --- R.O. NC Us. so 4'R,c Pq P4•RC. Ppe - '1-- ° - - - --F-QOO'APP.rox._— _ ° 200 A __-. __ I ._. PProx.___"i O_ ppt �Ii Son B-/ I Chenne/ Sign SD One/o-VR affc /E9 I I I 'Keno fo -VR hf' Barricade "B' lso f—_/s/- ss'W _112 _ - �s To" HousYen__ ___ is{f/c Sign B-6 �'0: ?6=0"+ 90'-O' I 90' O' I 25=0' 20:0^ �rrirado G�� - .� —T._ ... __.. SBn B-6 -- SAP� b - I i �vproxh I I S/eb !_ _- I ---- 4.47=1q6' Barricade 'D" "RG.� T•s00•F! R.QW_U.&90_"_� _ Par%S CourFs •900A00 ° v O /2=0' _ _ -_ _ __ 4e0' _Veria6/e Sho. Base Proservah' vl Guard Po.,,Spaced 12 G' A: i.': ::e _•i.:(; ti.:i: j� 4:/ N 6J' Guerd post '� ';' " /2'Sand Sne// p O L TYPICAL SECTION vRA rE OF APPL/CAT/ON DETOUR' ROADS Aspha/t 0256a/s pen S.Y C - Sce/er Hor- 1-4' Aggregate /GY. par BOSY b Ver} /'• 4• - . TEXAS HIGHWAY DEPARTMOT DETOUR LAYOUT CALDWOOD CUT OFF U.S. HIGHWAY 90 P/an Sce% /"•20' , _ __.-_-a �_. �____ _..•r. „moo a.�,ar-r, nares. 20 60 DETOUR PROFILE LT. d RT. Sce/e: Hort P. 20' Vert. /'• /O' def�fe+eon 28 7 /3 S9 / �� ..._.l"_"wai �`` / /mac "✓�«�/"°'---�_��� P opessd(lrit n/ /yJ/e/ moa / U9 NwPy YO a/ H/.Yd .sd/ Bayau EsnaArED SUI/I/ARY SUMMARY OF LARGE ORA/NAGE STRUCTURES -m i en uct h-1 N 1 S/e/xn/oSb/ Lem/b GHs yn x/oss. 1! 10 A Conc�a10 Li�ciip/ion y ur/. or -- All N fee/ ficav- isdmra /B�ts ��t wsw�',w'wlwwwlwlrr�:� Cu Yv. Cu.YaL Cat Yd Cu.Yd_ Lb. LF LF. �'•'r-� �r9�'��'���0'�'��Iw�IwI�GJl�li.�7 SUMMARY OF LARGE ORA/NAGE STRUCTURES -m i en uct h-1 N 1 S/e/xn/oSb/ Lem/b GHs yn x/oss. 1! 10 A Conc�a10 Li�ciip/ion y ur/. or -- All N fee/ ficav- isdmra /B�ts Cu Yv. Cu.YaL Cat Yd Cu.Yd_ Lb. LF LF. Neeewaarq icacnw/, n� 6;�,g / sro�=Fvsi,� ®reaiarina ctrr.,.r. s+c•�••,r n 5.:.(t,, mala a+.I }lav isinwW, hrLu{3! aracR.-P'�"OS afeserra� L�-9 !S'p 11 O snd GrcurelldarK lh•.in if f!.'/,fhnrdr � ®Raga Stats Hvh—y /24, aw smrp.p" far air j. 6.10, arWr b cros:otsd .s.�rwlrry 1n llx r 'av hi;w ifwrnw anf fhas cwrr/ mci` LYf eve cis L1:i m..h of fhc porn> f rri enrol: ;n— II - ;n—FOX, O ®/A-9® Fu+a ml !?dJJ.P �-S��i£si�.•-zs�Sd n/ //� f Z�a9 c y of c.�,Lkon.e'o f !ryF•*-�yy � cmb �.9'mien !fh� S/'� �a/pzer c7K EST/MATE 8 QUANT/TY SHEET W.. 11 4 o \ a.: m I: �. iii b IIl ,p51 i h L -- `�` IiI _ n I , it Z � I,I y :I ....... w , f? � `%. .I I I .i. li �I II• LILL lot- �1 Ah G C I� ill � B 1w01.•I \� \\ u�� /�� � / I�'� IIII ,I!' , I�=,___ l L' I ; .-_. _ ., o x. I - � \`\`pp `� ��^'?�1,� b ill III � , .,. r-`I'I'• I I=I .711 i!� I,I:I G \\ + \\R"', III' I'I iiil�iil Ili a� lili I! --� vl J11 /Y .bY 4, Nh Intl __ I ffi�I a 4I i• P i. '�` , �.d� Qj© � v h•% \ i_ � w6, :I, � !I f, Ili iIII \ � - Z 4 Iji: w• � Iill 'Ifi =� ' I __ 'I' III' ii ,I,• 'I� - 'SII II -- •I - I� 'Y _ h I I!il IIII .Ii. ;III I�' II: IIII u low IIII:!!1 Ing I'I 7- I'I� •I� IIII- IIII li� I Illi iii �'I' li �I 'I 'II' ,II _ \ IIII III rl (VNII 6�R�<+iJ _ ��l I.V IA' _ _ r blM pl -_ _- I •I X11 Y �• I •l �G`uNGr �i ,�ROW - �■ , EWE m czsrasza W=� =mmmm= _______ 6I -Sal — fa W4 GGOGGGGG ®E®GMEMOS ME® RO M"I MZW- NA 0 14 M MNow, ....■ L . �n®..®®.■®®MEMO■®®®®nM®OM®■®M ®®MEE ME_OMMEMEM®mom®® M m®■®®®®®G■GGG� 'GG■■GGG■■GG®®M��E■T�■®®®■®®®■■ On I®M�F� so OEEEM �, eGGGGnOG ®G■GGG■GGGGGGG..®MEED■®■r GG®EO®■G■®®O®■■G■GG NMI®®® ®G�■:GG:'�'�. �n NONE GGGGGGGGG:G■G■GG■GC!0G® --GG■GG■CM■GCG IMEEMME�EnOE�GGIN000MGG :SIG ■�GGGGGGG■GGGGG■■■■�' ■® EOE= -_ ��nnIG■G■®®®®GG■G ■ ee■■�GGG■■c��■■Mn® /� ����, '��(q lAI �/ l%��� � l�� /l r- �f--. _J `�1 ^f .. i' �_ r'-, ' ��. -___, r-� `_:, "` r=^. No Text ..............W,,... �, ....� . ,ti............ No Text T Y P E A H se - � Bars C E ---' •• •-•' r. "r VAI IUN MULI IDLE TYPE A SECTION TYPE A A c B YL -AN T Y P E B --CBersE -Ban;C I _ al j Be s A DI '-Bars F 1 I; lD Bars B iLqSECTION TYPE B 4 B F (>G/VGHAL /VOTES A// cne C/ess A. A// erpaSed corners sha// be rAsm/bred 3 per. Reinlvngg7fsfee/ sha// be p/eced ry/Jh Me center of f/ae eufs/o6 ,4syvr of bars /� inches from fFie surface of the concrete. Where minforc/n,; Lars aro sP/iccd a 40 dismefer /ap s/a// be used. whe, mete/ Dl—ln •G•s� /s far connate Pipe and —y be sho fend /f abs/red' p'oe /s used TEXAS STATE HIGHWAY DEPARTMENT CONCRETE HEADWALLS FOR PIPE CULVERTS 18 TO 48 INCHES IN DIAMETERS CH -7 20 JEFfIBJ 2B 7 /J US Ba 3- .�1 t T Y P E A H se - � Bars C E ---' •• •-•' r. "r VAI IUN MULI IDLE TYPE A SECTION TYPE A A c B YL -AN T Y P E B --CBersE -Ban;C I _ al j Be s A DI '-Bars F 1 I; lD Bars B iLqSECTION TYPE B 4 B F (>G/VGHAL /VOTES A// cne C/ess A. A// erpaSed corners sha// be rAsm/bred 3 per. Reinlvngg7fsfee/ sha// be p/eced ry/Jh Me center of f/ae eufs/o6 ,4syvr of bars /� inches from fFie surface of the concrete. Where minforc/n,; Lars aro sP/iccd a 40 dismefer /ap s/a// be used. whe, mete/ Dl—ln •G•s� /s far connate Pipe and —y be sho fend /f abs/red' p'oe /s used TEXAS STATE HIGHWAY DEPARTMENT CONCRETE HEADWALLS FOR PIPE CULVERTS 18 TO 48 INCHES IN DIAMETERS CH -7 20 JEFfIBJ 2B 7 /J US Ba Voris N, Bon All b— c S/Or V/fW EST/MAT[ OT CIuA/JTITrfS fOR ON[ AARON Lay of cls cast r—,", 5111— 73e- cAG 5, c ' " : A sno /e r mein '9,1cl, .011i, j[j j ". "1 1 11 JLJ_J� CE A -BAR Cr O 4S1 Ban. A NOTE;- co�clefl for shoulder d Dith Drad­ shall be Class '8*'Concrete R,,b PLAN t-- 01 0-11-s f- One MIA',,um Imt, r ,02-77AIL.5 SHOULDER DIMY DRAINS c--, odICY 5""'3a I lb, 01. A�­, c 1' Sfrrl-lZLD, BILL O?'RfINFORCI1vdS7-E&. FOR ON,E 1AILEr 'R,,inf­t?g Steel -PoUTx1­ Structural exc—li— ;s I 1/1— for information .1/y In. — not i -11d-' hl EI A /VOTE Con ratd for 1,1et, & Ap,,,, /,,// be Class .A C,—ret, (Culverts X Apron.. B.— B.,-,g StCrIll-A-A IxEr DErAiLs SPECIAL DESION, A 2-3 Voris N, Bon All b— c S/Or V/fW EST/MAT[ OT CIuA/JTITrfS fOR ON[ AARON Lay of cls cast r—,", 5111— 73e- cAG 5, c ' " : A sno /e r mein '9,1cl, .011i, j[j j ". "1 1 11 JLJ_J� CE A -BAR Cr O 4S1 Ban. A NOTE;- co�clefl for shoulder d Dith Drad­ shall be Class '8*'Concrete R,,b PLAN t-- 01 0-11-s f- One MIA',,um Imt, r ,02-77AIL.5 SHOULDER DIMY DRAINS c--, odICY 5""'3a I lb, 01. A�­, c 1' Sfrrl-lZLD, BILL O?'RfINFORCI1vdS7-E&. FOR ON,E 1AILEr 'R,,inf­t?g Steel -PoUTx1­ Structural exc—li— ;s I 1/1— for information .1/y In. — not i -11d-' hl EI A /VOTE Con ratd for 1,1et, & Ap,,,, /,,// be Class .A C,—ret, (Culverts X Apron.. B.— B.,-,g StCrIll-A-A IxEr DErAiLs SPECIAL DESION, Curb 6 Gu{ter S{ab PLAN -APPROACH SLAB a CURBS 0 -i, i *Reinforem Slee/ O"C �bs •454 L6 QUANT/T/ES - ONE APPROAC/l SLAES T('Yo CURBS Outside curb Ane- �r'•72 F-EEST11MOATED sAConcrete-on=20_O`aoproach s4ab 296 Cu Yds forci �S�eo%One20'-O"approach s/•ob 35/8b R.2• -Nomura/ /nide top curb line + rete Curb6Gutler fT oCurhsl 4o Lin F{ {B�' /llspha/{ic Conc • I \ _ Nomir�P/ /reside bottom curb line fine s"0G 6'ctrs 2 9f /'- 9d" Wark,n /� - — - Trou h /,ne � • o, n R-3,+( O(Workin /ney g O" "moi .ami g hl Edge of Tro gh 9=0" _ SECTION AT 0 0-331 SECTION AT 4 t6 R 2" e• 'a�w Working line -R-4'- oo_ Working Iline yyy �• - „' ., l �V'�wl °h _ j_ —0, On / __o.. Z-/0" z Bars x 2=B" 130 O" _ /-0• SECTION ATI (SLAB) SECTION AT 5 a 6 (Combined) R,2• Cont Joint edges " '0 (See P/a� kin line rounded mdFadSea/ 6 2. _ ' n R'Q• Conform to pres } rede conform to exis{i ed with OA-S5As /t- �F I0I O" Cm en g Pavemen{ crown � P� .. I- S/ab 2-/0" 00 /-Off , -_ " 3_/O" 3�• Transverse Bars - i'00 9ctrs._ Ravemenl I I � -- 'h— Main SYee/-e oG 6•clrs) ` o SECTION AT I (CURB) SECTION A -A Ca 4 'o �p 5 4• S" 6" yl Top of Bridge Curb +Spn•- .2. E 0 (See P/an) T' --. .. kne R. B• eN� 0.. Working Lries 7' O' /B -o _ SECTION B -B GENERAL NOTES. - l/, Paymen{ for shaping subp ode under reinforced r' t^ approach s/ab she// be me/uoed in unit price bid for Class A Concrete (Approach Slabs). SECTION AT 2 The measurement ofeach approach curb for 4, 9�• V. Worki dine payment shall be 20 linear feet. Payment for bridge I PProach curbs sha/l be mad under the item Yoncrele _l +4'% X 'R'6• Edge of Trn1 gh 1 Curb ¢' Gu}}er (Bridge Approo'rh)'.' SECTION AT 3 Nole: Al/ Curb igutter width cimensions are measured from working line shown. Al/ eleva{ions at each section aro measurod from a main working point, (E/ -� � which /s the bridge gutter elevation pro,ie led Pare//e/ to pavement edge grade. TEXAS HIGHWAY DEPARTMENT BRIDGE APPROACH SLAB a CURBS 56'-0" ROADWAY - 20'-0" APPROACH SLAB HILLEBRANDT BAYOU I Reference Line for o-,ma�,bns on/y 1 ` -si Edpoe of T o �h 7T' kph Lino 2''6-2`6'2'-6''3'-6' 3^6' T �•ry I h b A m -3d'✓ r-2�' Outs curb /ine /nsd /op curbh— . lns/de bottom curb /ine 1 Edema of Pavement O� B I N i O Lo Bitudino./ Steel -�^9 @ 6•" cfrs (Hooked a1 BridBa f • ry' Transverse Ste./ - S"0 @ 9'ctrs. 3' S Pd vament r Cl r (Plan not sym about this 6) vl _ 4 O. - N, - A// '0oars erse b-p'"P spaced 4 ',t - abt `D-crs. except as shown. ACME= L��/ `LonBit�d al bars -Y'0 (Seo curb sections) I 1 Stop 4srs at a// �omfs or" shown. �Po all -2''B"Lori- 20'-O" 25-2W" « FM of Brd�e 0 Lnd of Approach SAab 1 i i i 'ol / W-11,10 Lino___ Id Rafarance Lina for dmon Jions on/y ! j / N 201-0•• � a t / Reference Lina {r �� - -dimensions on/y -1k _ j WorkirEp Lina - � Reference Lana for _ dimensions on/y-�, "t- -Z7 PLAN —WEST APPROACH SLAB 8 CURBS fi121' _3 Ed2a of •'/� "1� -2-R .W_r g fro ph 2 R Line 6'RI " �I °jt�_ L-:-.+-r�� �` h Q� �°' Z �;R "8 .•yl �11 i '/ wl �� ��"`_'_�-.�'•.`-T�- Sea P/an _«� j• Sea P/_an `O' See p/ r I," See P/sn See P/an _ SECTION AT 0 SECTION AT I SECTION AT 3 Itb't, f 4`0'R, Linc 8 Tro Sh _1II � t'R _f• -R 3-4. Edouof gh Warkilp �I I Line ! — r� Sc Pi " w LIP ELEVATION _ -_ cSee P/an SECTION AT 5 Conform to Const ut. sea/- 6" 2" C.'.to Working pavement r •+ /Br,,& Gine- ad with Or fI JT" crown �, AJpha/t. -_ .fR�j,T Rdwy 7bof Br/die Curb /51 Shoulder Ape- _ F__ /acteFd p I Sub Base _-_20 _O' _ «, c urie�Varies _ Ygries ...5hed S/rou/dor Lure SECTION B -B —TYP. FLOATING SLAB SECTION A -A TEXAS HIGHWAY DEPARTMENT GENERAL NOTES :- APPROACH SLABS a CURBS Payment for sh p,4 subx"&e under reinforced pproach s/ab shall be ireluded in unit price bid 30* L. F. SKEW PLAN - EAST APPROACH SLAB & CURBS For class 'A'ConcreYe (Approach Slobs). The measurement ofeeach approach curb for HILLEBRANDT BAYOU payment shall be 20 /;near feet. Payment for br;F approach curbs shall be made Under the item "Concrete Curb 0 Gutter (Brid�a Approach)" ^ ^'° ^•_^ •••••-••.,.,. ,,..,....>,.., ." .-... bl hl 1 1 1 O b O I ESTMIATED OU4NT171E5 FOR N EAfM APPROACII SLAB Conc Rc.nf. Easf S/ab 2/.4_ 2549 W sY S/ 6 20.9 _ 2499 P A O b} "t- -Z7 PLAN —WEST APPROACH SLAB 8 CURBS fi121' _3 Ed2a of •'/� "1� -2-R .W_r g fro ph 2 R Line 6'RI " �I °jt�_ L-:-.+-r�� �` h Q� �°' Z �;R "8 .•yl �11 i '/ wl �� ��"`_'_�-.�'•.`-T�- Sea P/an _«� j• Sea P/_an `O' See p/ r I," See P/sn See P/an _ SECTION AT 0 SECTION AT I SECTION AT 3 Itb't, f 4`0'R, Linc 8 Tro Sh _1II � t'R _f• -R 3-4. Edouof gh Warkilp �I I Line ! — r� Sc Pi " w LIP ELEVATION _ -_ cSee P/an SECTION AT 5 Conform to Const ut. sea/- 6" 2" C.'.to Working pavement r •+ /Br,,& Gine- ad with Or fI JT" crown �, AJpha/t. -_ .fR�j,T Rdwy 7bof Br/die Curb /51 Shoulder Ape- _ F__ /acteFd p I Sub Base _-_20 _O' _ «, c urie�Varies _ Ygries ...5hed S/rou/dor Lure SECTION B -B —TYP. FLOATING SLAB SECTION A -A TEXAS HIGHWAY DEPARTMENT GENERAL NOTES :- APPROACH SLABS a CURBS Payment for sh p,4 subx"&e under reinforced pproach s/ab shall be ireluded in unit price bid 30* L. F. SKEW PLAN - EAST APPROACH SLAB & CURBS For class 'A'ConcreYe (Approach Slobs). The measurement ofeeach approach curb for HILLEBRANDT BAYOU payment shall be 20 /;near feet. Payment for br;F approach curbs shall be made Under the item "Concrete Curb 0 Gutter (Brid�a Approach)" ^ ^'° ^•_^ •••••-••.,.,. ,,..,....>,.., ." .-... (313 -?56'' -Sy-1r­1 nboul f Bars 0 Ba" 5, ,5,-c ears E 25'-O' Cu—, 101". QUARTER PLAN NOTE: Set Anchor b, Its /br ra,/,,j n accordance -11h Layout and 9,,Ii3 DIil,, 6 Sp.... 6 . "2-0_2-0_/-9^/:9 - ' "10. - ":O�- 7 Spaces - 2' 7 -- 18�6- 210, 2tol 10911 2B/'-/60••-011 . BARS F 1. Baro J, 4 , I IbIs Co",&— 4- t — — — Sac IV. 5p Len /nWv, e CL11 .5- A, A, A, A, , Bar J A 1 /20 1 ;AP*- I 27�6� 6; Bas D 8-, 19, 'A, 7711 r, , - .4, I A, 1 /20 1 1- 1 30 "S' 96 BARS A i -591 "y" 31?' - eq, ?' QU� -5Pac OZ- ,50115 O'ZL-0`3��9'-"8- 5�-- 3/,,/ 6--,30, OL. 30' 0- "O.S. 1 1/8 //Y" 33 /04 //x; 29'-/" SEC. B -B SEC. C -C -1-9-2�7- 5h,7 -E -16 '05,091 14i 4 0 le,5 30' 7' 21- 6 _,7' Cr 60 /"o //Y"j 3"'1 5�f 1 Opa, B,,, F _,-3-48 12 Z BAR,5 8 , L5,.--, --- - 42 W*1 4-1 -16" 7'1 2.5 4 IF -2 561, H, 2 Sars H, BART 8, BARS 3, ?/' 7- Bars F 2 Bar, "I 6 BARS C NE . 1 BARS Bs 37'7;' Hr 24 I'll 30'-4' 24 . 56 '- /0' 3,;,�5 D 4; 41 4 4 4 H -1 -4 . 4 , -j 4 4 4 4 -4 i �ll?'/E,?&'-3:.-27'/6tl_la-'-3'/01,11 12 1 a BARS j "2-0_2-0_/-9^/:9 - ' "10. - ":O�- 7 Spaces - 2' 7 -- 18�6- 210, 2tol 10911 2B/'-/60••-011 . BARS F 1. Baro J, 4 , I IbIs Co",&— 4- t — — — I Bar', C -,Bar, E Bar, A 811, 13 8", ,w B,,, C 28 Spa- '26VO, B- B 29 Spa— I//e " 27'9,i' 2618, SECTION A -A CROWN DIAGRAM :.4, 1 - TEXAS HIGHWAY DEPARTMENT 110'-0"CONT SLAB UNIT (25-30-30-25) CURB a DRAIN DETAIL 5W-O"ROADWAY 18" CURBS NOTE: CS 18 —56 —110 entrance 3— e I" gip bead zt-/ /o c/o,, oir", Sac IV. 5p Len /nWv, e CL11 .5- A, A, A, A, , Bar J A 1 /20 1 ;AP*- I 27�6� 6; Bas D 8-, 19, 'A, 7711 r, , - .4, I A, 1 /20 1 1- 1 30 "S' 96 BARS A i -591 "y" 31?' - eq, ?' QU� -5Pac OZ- ,50115 O'ZL-0`3��9'-"8- 5�-- 3/,,/ 6--,30, OL. 30' 0- "O.S. 1 1/8 //Y" 33 /04 //x; 29'-/" -1-9-2�7- 5,11h--.,'()- -7- -16 '05,091 14i 4 0 le,5 HALF C SECTION _,7' Cr 60 /"o //Y"j 3"'1 5�f 1 Opa, B,,, F _,-3-48 BAR,5 8 , L5,.--, --- - 42 W*1 4-1 -16" 7'1 2.5 -2 561, H, 2 Sars H, C, F 148 4�§ h.- 3-7 —C, Q '. Bars F 2 Bar, "I 6 BARS C 1 -4 . 1 Hr 24 I'll 30'-4' 24 . 4; 41 4 4 4 H -1 -4 . 4 , -j 4 4 4 4 -4 i �ll?'/E,?&'-3:.-27'/6tl_la-'-3'/01,11 12 1 a 4' th f, ", t11 H, St.- 61-7' 0� E7 E-1 H, /010, /0�01' L End I? all, r"d /0,01 L Tota/ Lb 704T BARS H r-ld- on, JO .1-0- /1p 11,0. 30 O BAR ASSEMBLY " QUAIV77TIES I EJ TIA-fA TED - - - 11,71 Fa- HALF ELEVATION P-7' 6 -,NERAL NOTES' Concrete, Cass A F�L, 11 R,. -r ..... � W-/ ens. of 2 j1z 28,0 =, Rod"'y 4' -0� 5/opo per ft Sy- eb� 1 101 -1 'n --d— -th AASHO as THO 5"";__i All concrete snall be Class A. 0 --fl, -posed c- 0-3-s reli-3 jo _n ro_,,3 sire/are are /o censers or nos. I Bar', C -,Bar, E Bar, A 811, 13 8", ,w B,,, C 28 Spa- '26VO, B- B 29 Spa— I//e " 27'9,i' 2618, SECTION A -A CROWN DIAGRAM :.4, 1 - TEXAS HIGHWAY DEPARTMENT 110'-0"CONT SLAB UNIT (25-30-30-25) CURB a DRAIN DETAIL 5W-O"ROADWAY 18" CURBS NOTE: CS 18 —56 —110 entrance 3— e I" gip bead zt-/ /o c/o,, oir", ABUTMENT HALF PLAN Rub to j -'Rd. --c--t I 2"R Bars T _ q� -Bars BI r Para//u/ Jo C rrn of Roadway I.- •{II •SII ^�}{II, II B rs OfF I3 -l --J r1- � 4rr� , Bars E— -- fl II -Bars AI I Ih V `Lava/ �• 76'12'•7'-O' 9 9'i 7®/2-•7'-0` 9'9" 7Cr'/2'•T-O" T t 130._/}. T ABUTMENT HALF ELEVATION Note F r type, size, and length of piliy see bridge /ayouf shcei Bas Br ElPara//e/ /o Crown o{ Read—y Bars H __ -.I •{ ,J _I ,J� -I-- n.f Bars Ar I 9 Leve/ 3' /O'/oa9'�9� 7@/2__7 O___�� T�/2"•7'-O"—__9"9-- 7e?/2"=7'-O" 2B-2' �y INTERIOR BENT HALF ELEVATION Rvb to _ O BARS F . ' - - _- = r -r—. a I _ ✓ ry ✓ K - L 7; � Symabt,z BARS G I Spbco 1 �t 38•_4. -- a' ELEVATION C -C SEC. D -D N 59'_9 --BARS Ai Di O r-" BARS B, BARS D (BARS E I BARS ✓ � I4'I 4'I � Sym abt E BA a." F N c BARS P BAFR.� R BARS V 11 -BBan Bt /—'-/_o ., (3. aC }v i •a --Bars Ai �i- - N^/' -/}"R ;i 3� y BARS H' Mr /ir r•- _ ESP%mo. BARS T BILL OF RE/NFORC/NG STEEL_ 551-/OTS-/nc,des one 30 Die—ter LIP. men en '- BARS Al 37' 7` - /8'-3' E ATE am T/T/ES a Br Nb.ze 2 2 Seat. L. n ti 1U�iphF /"" SMwn 62' 423 'P Shary 63'-3" _/90 F 52 P 'a / -& _z 78_ ✓ /6 'P 0 3" /0-5- 0 /74 4 _ M 4 P _P - 6'- - //'-3' 27 47 Bars Bz Bars Ae othorw/se noted. A// dmonsions /otinp fo r nfo ting sfee/are lo centers of bars. C /eu/eted -all �/ Loeds: Abuf. 23.3 Tons/P'/e. 'P 'P 27 y,_ /i_„{ e 24' FOR USE WITH 110'-0” CONT SLAB UNIT SEC. B -B 561-0" ROADWAY 18" CURBS n anion Ban :- Ae I2 /"' - 5B'-4" 3 7 Be 2 C 52 t' "P /2" 2'-//" /O/ H 1 54 'P he- 9'-O"' 325 r PLAIN SIIEEi 551-/OTS-/nc,des one 30 Die—ter LIP. BARS Al 37' 7` - /8'-3' E ATE am T/T/ES SEC. A -A /•+ 'mss Splice 1 ' Comretc Cass A Cu. Yds. /39 /0.8 .a, Rein orcin Stee/ Lbs. /6/4 /235 BARS Ba GENERAL NOTES:- ZSym abtti< 9—H Desi�gqn''H-20-44 Load'ng in accord nce with AA. S H O. SpeciAca{ions and ThTD. Supp/omcnt zL I Bars C A// concrete ha// be ClassA. Chamfer exposed corners $"execpt as '9 Bars Bz Bars Ae othorw/se noted. A// dmonsions /otinp fo r nfo ting sfee/are lo centers of bars. C /eu/eted -all �/ Loeds: Abuf. 23.3 Tons/P'/e. ge torior Bent 4/8 7ns/Pi%, TEXAS HIGHWAY DEPARTMENT /i_„{ 7 PILE BENTS FOR USE WITH 110'-0” CONT SLAB UNIT SEC. B -B 561-0" ROADWAY 18" CURBS PLAIN SIIEEi W� ong a symnrinca/ about f. _ 28=0 ^(Onc ha/f 56'Roao:,ay) 2010, Bars O stee/m7o rxw sob_-� 5 dporh of oris, (cti/,nq ' �� Bars f_ } ' 1/6 ccro) sho// ba remoioo: ---------------- Cru/.nj 51db Slee/ - -- 9'x5'/5 Sµ3 oSr"-6•-/O.-� ��}•6e tstrnSH6 %0: Baro C 45— 4 29'- 7^ _ NOTE'S-axnor bolls f rai .ng m accordvnce with or Rdinur Details SECTION B -B NOTE: Omi/ darn aer neaderban.. 29'7' A Sym abl E Old Slab Remforc,n3 5/ec/;n ongina/ 40 Slab Portion of Old"Baro B"(L'e) bent down and welded to new Bart- B (e'6). Bars C ' 0 HALF PLANI- I-- -"R — 0-L?'t � 2. �'enlraxa °�� ' o�epmsaron � e - Oran (5/ce/ Q 4' P n'de nen? to f d p bead around M drain f i 5" p to c/ear lain L. CURB a DRAIN DETAIL I Ad�us7 rn�s 4 dimension to of re Porro' v � span being @, w,danea - h� ti Bas D , b NOTE: Omi/ darn aer neaderban.. 29'7' A Sym abl E Old Slab Remforc,n3 5/ec/;n ongina/ 40 Slab Portion of Old"Baro B"(L'e) bent down and welded to new Bart- B (e'6). Bars C ' del.vil shnn7 of prescnl nri,7j•. Bac, C Bars ABars B- BILL OF RE/NFORC//•JG STEE)- 'o� Bar No 5--, 5 a Len 1M11'ei^h!' 6' 12 Spe c'9"9' -O' X6' /25pae3"•9'O' 6 /. {• / - 123) 2000"' total ,• - 22/7 SECTION A -A EST/MATED QUANT/T/ES fem Li (For Inferior Slabs) lnt Oudn J.1. Conroe! F Eden✓r. StrwJures (Ow End Sloo) Cu Id /9 6 -Bars F Ba s AB' Corn-�cle For Edend S/ enures (Onc Int 5/ab) Cu ✓d /9.9 ReN+f c.nd 51eol Lb 22/7 SECTION A -A ti '� s (For End 51ab) ' !4 =9' J � , BARS E BAR5 Fri Crw:n Sym ebt C_ - - Bars C / ti New aspha/l to be �p esenl espnaH sur! ce �' \' p.( -aced on w-den,ns a:(ayF/)_-tv BAR5 IeC - • - Esisf;ng 3^Parabonc B,3rs C (a)fernele bars)6enf up. crown. Widening \� BARS B CROWN'DIAGRAM (Show Asphalt Top) GENERAL 1VO7-L75:- De 3.1-'-20 Loadny', AAS t1O1194c)S cc,r—ions and THD Supdc—nl No. L Cost of rem or; 4 all o/d co—ele curb and alkq� s1t7; be me/udod n the and price b,d per for -C'oxrele IParamenl Notch far Er7en,iin3 Structure." {lo be wad al end q// eencrato shall be Class A C1:,amfcr a// e posed l f and spsn only : corncis " —pl as o/h-- Holed 20'-O" 20=0' _ All dmens,"m rol la y fo be J'Radu--,-�^P emo/ded to centers of bais 1'de lh oared f' J! Materiel 9 "� Longdudra3/ sIab bars sits// not be sabred vLa-i0•feU noxh•55°B' I- � -"(Bars G B each) i yer r;ma/edyeorea ' F/XEO JOINT EXPANSION ,/O/NT ABUTMENT Nola: OV bearing sea/ w;1h TEXAS HIGHWAY DEPARTMENT 60gade oil Coat even/y WIDENING 201 SLAB SPAN , dh powdered �raphile. Pose felt ltdht/y. JOINT DETAIL FROM 40'-O'ROADWAY TO 56'-O"ROADW HILLEBRANDT BAYOU shoat /of 2 .m /2 HALF PLANI- I-- -"R — 0-L?'t � 2. �'enlraxa °�� ' o�epmsaron g. Nate: 4',6' r.—od - drain to g;re a d' entraxe 4' P n'de ' f d p bead around M drain. Bend re;nf. steel to c/ear lain L. CURB a DRAIN DETAIL del.vil shnn7 of prescnl nri,7j•. Bac, C Bars ABars B- BILL OF RE/NFORC//•JG STEE)- 'o� Bar No 5--, 5 a Len 1M11'ei^h!' 6' 12 Spe c'9"9' -O' X6' /25pae3"•9'O' 6 /. {• / - 123) 2000"' total ,• - 22/7 SECTION A -A EST/MATED QUANT/T/ES fem Li (For Inferior Slabs) lnt Oudn J.1. Conroe! F Eden✓r. StrwJures (Ow End Sloo) Cu Id /9 6 -Bars F Ba s AB' Corn-�cle For Edend S/ enures (Onc Int 5/ab) Cu ✓d /9.9 ReN+f c.nd 51eol Lb 22/7 SECTION A -A ti '� s (For End 51ab) ' !4 =9' J � , BARS E BAR5 Fri Crw:n Sym ebt C_ - - Bars C / ti New aspha/l to be �p esenl espnaH sur! ce �' \' p.( -aced on w-den,ns a:(ayF/)_-tv BAR5 IeC - • - Esisf;ng 3^Parabonc B,3rs C (a)fernele bars)6enf up. crown. Widening \� BARS B CROWN'DIAGRAM (Show Asphalt Top) GENERAL 1VO7-L75:- De 3.1-'-20 Loadny', AAS t1O1194c)S cc,r—ions and THD Supdc—nl No. L Cost of rem or; 4 all o/d co—ele curb and alkq� s1t7; be me/udod n the and price b,d per for -C'oxrele IParamenl Notch far Er7en,iin3 Structure." {lo be wad al end q// eencrato shall be Class A C1:,amfcr a// e posed l f and spsn only : corncis " —pl as o/h-- Holed 20'-O" 20=0' _ All dmens,"m rol la y fo be J'Radu--,-�^P emo/ded to centers of bais 1'de lh oared f' J! Materiel 9 "� Longdudra3/ sIab bars sits// not be sabred vLa-i0•feU noxh•55°B' I- � -"(Bars G B each) i yer r;ma/edyeorea ' F/XEO JOINT EXPANSION ,/O/NT ABUTMENT Nola: OV bearing sea/ w;1h TEXAS HIGHWAY DEPARTMENT 60gade oil Coat even/y WIDENING 201 SLAB SPAN , dh powdered �raphile. Pose felt ltdht/y. JOINT DETAIL FROM 40'-O'ROADWAY TO 56'-O"ROADW HILLEBRANDT BAYOU shoat /of 2 Shad-dporl,on of SN6 (Abel. shall 6v' vo/ crown. T --T Ers/wg S/eb t '- Er,sti _------------ 9' (+pOr) 9 Bars N to -,bh f {ev/. �Pling-- END ELEVATION (Shaw, 8 d nine on one end) Abulmen£ 6en1 Nolo: W,'dninW of both ,n/erior bents end abutment is sy(Bars bents and i gs mmefrica/ obou/ 6. of roadway. p P/mS1Q Bar. ------------_ Bors BorNr--'I I I New Slob f Curb HALF PLAN Abutment B-1 Wold Bars h e Bars L /o exahng q/-/ 3'Para6d c --n. ------------- Enshng Slab - I -_-_ _i_rc fr,rfi g Ben/ -- Cl L I - ex,sl, 8 pVng G =J' A rub b" • ad s o 7, T. .1 C vucr� to rw - grede. r -Bars MKs � Bars P Eirhng Pi/irk /W.r Ph' v d I /} 2 ° 9 b /2 In P WING REINFORCING DETAIL 5 to +r M /''-Y Berm? /'- - q 3.O'6,r h43.0. BARS M /Ms BARS Mr /M+ BARS H / /2I� ti c ti Rad oBars S /tem orxre to For E fendin Structures "Bars 9r q ;q ^� -B+rs T Bars v — Bars K t 1 EN, " all M -Brr Mz -.Bev N/ Bas K' nal :haws SECTION A -A EST/MATED QUANT/T/ES FGR W/ l O MENT T /tem Unit Qusnlil Co,—rot For Ex fendn Slnrcfwes Cu. Yd. 4. Rvin� m Slee/ Lbs. 728 EST/MATED QUANT/7/ES FOR W/DEN/NG ONE /NTER/OR BENT /tem orxre to For E fendin Structures Unit Cu Yd O_u+nhly_ 2.3 Reinforc,nk Sf+e/ Lb. 352 9-/'_ 62 B/LL OF REINFORCING STEEL WIDENING OF ONE ABUTMENT r No. S,re 5 Len 7h Vk' h 9-/'_ 62 3, G" 7 Nr 2 s/e' 0 -"/4 O /O 4 / 516-1 77 7Z Te 6 JV r tv" O' -P" 4l Ms 2 / BHP 6! Tofal 728 BILL OF RE/NFORC/NG STEEL WIDEN/NG OF ONE IN TER/OR EN T ar No. G Size S e.W-Z-"-9 NK /2 'Yr' 4L 4 -Ye0 - To ta/ 352 7 6" 0 GENERAL NOTES: b T / 9' Oltod i4l-1 ad hB. A.A.SND(/9a4J Spec,fieetions y_h tom-B•8^R+dius BARSL BARS N-/9 end Slate Highway Department Supp/eNo, /. rs�P, Cost of removing a// o/d m.crete hlll sh+// oe inc/udad /n /he unit pr,ce bid per cu yd for" Concry to For C H Ex tend hg Structures:' R�d BARS P, N FNr A/l concrete sha// be C/ass Y7': B+rs p a, g \ A// d'mensions re%ting to reinforc/ng steel Ssha// be to centers of bars. BARS S, Chamfer a// exposed Corners '14'—PJ`" voter/. Q 1 I Aver 8e ce/cv/ated pi/e loads: 5'9' �, IM1 ti °� Interior Bents - 29.6 Tons per pi/e. aaC Abu,`—t Bts - -Ve under each wing Yo be d %.-/, /-!'Rad r/ to ena m/ -- 6e rli a CaPOC/ /y of /O tons per overage/oed on cther abut—,' pi/es .29.4 tm P -pill- BARS Sr BARS T BARS W 5hoded portion of s/nb and bent shall be removed. t-@@24'•6ea. 7' -8a-r a4a,-/s)4,. g�eL" Wdowe/s to bap/aced TEXAS HIGHWAY DEPARTMENT -Bars K _ ` d filed ends of Barr WIDENING 201-d1 SLAB SPAN 7EI f:1� FROM 40'-0" ROADWAY TO 56'-0" ROADWAY B `ears h BersL H-20 LOADING cll3 \ wp;h 8 HILLEBRANDT BAYOU 6' B' Sheet 2 of 2 HALF END ELEVATION SECTION B -B 1,1—i- Ben/r T; (.J o /7'7' + F 123' 4a/4'6 :.' /•6�4�6'g�'�l qi Bars A' As / 7._ 3. j E+is fin8 Unit BARS A MI 1 Bars✓a� Bcl'.F q i- -- - s Ay_, X90 d,'a./ep I- q � 456"Farmed Drain of BP g: - _,. 46'..g- BARS 6'.. % i �-�--cordesnon �� side of I' BARS B IBars Ba / Reinforcing etas/ same es C' �(bof fom) /�" in snd span except as 24-7- I1 23=0' / / ho wn errd noted. Ca k 24'-7• - ...--- � �� C, _ 30 d'u. tap 47 -7'I' -"it S /ice / foar Cp Cons}ruction C. 46'-9' P / '. ' ✓oinf --/ BARS C / `'Bers E r/- $'Premo/dad I• /'•9•� /'-9•I /:y. Expansion 7l0 f T -� ✓oin t. Fi// top , p• /'with hct / h BARS E . aspha/G" r _Consf.- ✓t. 1- Bans G A' 65 Ba s v Lien; F ,' B.'v ✓'� Cbo}}om) z BersF //•,BN�4a/�2 J= BersE BARS F z=/a3• 20 4 -- -- 40 L4' - -- PLAN Bare C I,Z•'_ E-s's{in�p Un'{�t_I pp�p• 2O, 0, -6 Spa._e_ 2}�1'•/9�8' _ _ ____2_ B.$as a BSE••_/9'B•_ _ _ __ _ Bara BARS G Ci 1- Bans G A' 65 Ba s v Lien; F ,' B.'v ✓'� Cbo}}om) z BersF //•,BN�4a/�2 J= ' I I !3'4P/'2f-�/:J^4m/'2f- /:9�4m/-2�=�F•'3�4o/�2f :I �94s/-2/i: ..2. a/'S /• Z'Y 4s6'IS• 6r_4=6,r• /'6^4=6,a'�6�4'-6,i= 20 4 -- -- 40 L4' - -- PLAN Bare C I,Z•'_ E-s's{in�p Un'{�t_I pp�p• 2O, 0, -6 Spa._e_ 2}�1'•/9�8' _ _ ____2_ B.$as a BSE••_/9'B•_ _ _ __ _ Bara Ci .. - I /cycr 30d,rs'4 Bars He40'cc_ O I%6 ��d1Sb1v-y 5•-O• L414 11,V Fix. Fa FG I Note: Oil besrinB seat 26 Spa_ra 9'•/9'-6' _3�' 28 Spee 9". /9'-6• -- - - w;fh 60 ¢rd o;/. Coe} even/y with powdered SECTION graph'te. Press sh, down fight/y. 99'A" 4=64�['6;•4=6r�' 417 �V^49/=2,(+_I_{➢_4ri/'2(•-. �.`:..4i1=. I„Bar.=✓, I I. 1 BarsD STEEL •-- Bars C/ r',t � Roadway l i p l Wi 23'-14' J B/LL OF REINFORCING STEEL -END UNIT- 9e`6.V2rel Spa,Lend� fh Weight A' X671/'♦ 7 "2/' //• 99P/ B, •27 '/_I 9^ 152•-8' 1483_ "' . P9l'1—v—� 294 23<71' 20'01 _ 3'- 7;'_ _ 2 F b—d - Sym ab{ E Rd y t' - Con,{ ✓f _ /1' B©s F, Bare ✓ O'w1 ti'1 Bare O N 2' 6'! c c _ Bvre C--. . 1 Bars G� ti Bars A! Bars E 33 Spa, c> 71'= _ HALF SECTION A -A 1 ; Top .f Curb Abu{mrn{ c, rteng„�// PART PLAN ` � Pavin�p B vcket N PART ElfVAT/ON z' 3 41 DETAIL AT ABUTMENT -� 2•s, a{ R ro' to li"R\ F e of re•/ink /=0 -Rodd �' ! GENERAL NOTES, - r --t- r _ - - -;^-i Oesian: F/-20 / ding accordin8 to 2%7 s• 2'71"� tiI A.A.&R O. Specift—fions and TR D. -1 su en} "/. q — PP/am ! No te:456'Forrrx fore h. T owe/ mtranco All carxrefe shat/be c/ ss A. Chamfer /olivea'enfrance depress;. . exposed corners 4" epf s ' fed. Provide drip bead around of,;_ Curbs shot/ be rounded h /p'redus. Gend reinforc'n$ steel to c/ear Dimensions re/sting to reinforcing d a%n /' steel are to Centers of burs. CURB AND DRAIN DETAIL Z3/LL OF REINFORCING STEEL N.. pa 1- 1fE'aht A' 65 r 2/' 3804_ Ael2/ 10 ,3,124f, 9' /04 /3/B /97 F 99-/0' 295 O I%6 ��d1Sb1v-y 5•-O• L414 11,V 59 _ TOTAL 6409 30 dame ter /eo EST/MATED TOTAL QUANT/T/ES _ Item U—f I_nR Span ErdSarn C/. ss A Concrete ! C Yd 38.9 99. 6 Reinforc'ne Steel Lb. 6409 6502 R.,I" l edesfr'an LinfLi 477 40.0 TEXAS HIGHWAY DEPARTMENT 20'-0" SLAB SPAN 40'-0'ROADWAY 2-2'-6°SIDEWALKS LENGTHENING HILLEBRANDT BAYOU BRIDGE 3 d+ SKEW i L.--- _ z4' -Ba- - 1 5^7jF- - /2' -BA 6 4� �ycB.,r 24-64" Abutmont. ___ __.___..,_-_B•.4�`¢Bent 1T3 Relii{�ve o/d pa in qyo kat and bind 4!/d � r-- —�_ _ _ � 7`S' �•---�. r r . v 8 T T7 1 1 7'.S. 7.-5,. rt �s cc 8 sfee/ nT�o_r�aw cep for do.+e by }}} ��tt I - -..• \ - .__- '.:' '•:=i"role �I �'•1., !��- IAf - 2 _1 ¢Road rs Cz�. -O _L-� _ _ `may-� 2 'I B1ars ry, O� 1-1 O 1__1 6Bmtl H'/ice I'"'rotaYion h -�I J , it Rd�y�• N; .Barr As Remove existir� 2`5 /e/;I, T-5" TS" ti - 7'-5• 1 3;I r�- w///s flush HALF PLAN I 1- Bars Bi HALF PLAN -I-�- P Sym. abt. E by rof hon 3'. _ SECTION A -A - ears ao Bars C B�j• /2 Spa_02`O"•24'-- except s/opo of cep, Sym.abi.¢ by rotatccn except - - - + Bars c _ pa.e2`O'•24'-0• s/a a of ca `.• SECTION B -B L_-- r - QI' Bars Aca Nore+Cast of rsmow o/d Bars 4��'71 •_ f� /2 S R p —r.. -- A concroty sha// be cncl,&cd 'p in the unit price bid for - �� '� s Az /Bars Ce Bars Bz B Nate' permi—b/e const ✓t _�.f_ �_L r-�I 1 L� 1 _'� SYructure�.' I I at /'-O" either side of Bars Bc' A ._ J__ Gx+atant S/ n. -1 - pile on @roadway 6N/' -O'•6' -O' %5' 6®/'O'•6' -O" /` 6®/' -O'•6' -O" Bi' E/e vorion conforms 70 — for a// ban ts. - -- =E_ , - - --- _-------- Cap ofo/d abutment Burs B. �!O /'S 6�/`O'•B'-O' •S 6m/' -O'•6' -O' /` '-0'• 6`0' 'B' HALF ELEVATION } _ BENT N0. 8A HALF ELEVATION �@) BENT 6'-/� •- _. - - - __ _ -49'-0 - _ _ . _—. _ _—_ /2`8% 5`S 7,_5" 7•_S•_ _ T_S� � 7..g.. ___ __-- i-1 2._0. 1, LTJ PLAN 'y BARS E BARS 6 O ABUTMENT NO. 10 I Bars E yT .Bars Cz Bars Bz M� SECTION C -C -�•,��—L GENERAL NOTES Hz Bars 0 DesBned for use with 20'-0" simple slab VRC/NG STEEL Id R70 n� in aocordancew with A A.5 NO./ks 'T NO. /0 " /944 Specifications and THD Supplement No. / / th Wei ht A/lconcrote sha// be Class A. Chamfer 53'-5" 726 exposed corners 4. - 6'-/" 187 -Z7 Dimensions reFating to reinforcirg stoe/ 6" 42 /56 are to cantos of bars. Averap ca/cu/orad pi/e loads: Bent Na 8A •/3.9 ipi/e 47'-0" 196 "-4' 2 Ben, No.9 •/8.3 %pile 3'-/0' S Abutment Na/O /4.1 4=4" 3 6v0" /0 TEXAS HIGHWAY DEPARTMENT 4 INTERIOR & ABUTMENT BENTS 4._5„ 3 7'-6" 5 30" SKEW 7`7•' a 6'- 7" 4 LENGTHENING HILLEBRANDT BAYOU T.;/,"I BRIDGE /naue'ss — eco. /,,o. 24'x28' �1 7-T_^ 7, 6' 1716• 7,/.. 7•_6' 7'4,•' 10 v7 O U Q � O Ben{ No.3 Sca/e/"•G' BOttom o! � ped clk,,nne/ i 49'-/ 24'x 2B' T6' T6" 716.• [17� T-6' Ben{ No.6 Bottom ! �o oioposed chenne%_ L_ '- -' 49L/' � i � i Rnmole, rry ri.•:n i i i i n portion ofpihn4 �� �1'\I 24"x28' II '9 1716' T5}' 7=5}' 716' I N ! F h YL I I i i I I BentNo.7 Sca/e: /'-G' Bot{am of propos od cisme/-.. Nc/e • Contractor sha// be roquirod {o shorn spans adjacant to ban{ Na 7 un{i/ construe{ion of Footing ­ c p/eled. 11 o '- -' ji I I I i i I i I I I 1 i I I � i � i Rnmole, rry ri.•:n i i i i n portion ofpihn4 �� �1'\I --- II 1 1 1 I' i I I 11 I 1 I i I I I I I i 1 j I I 1 I r^-' IChanne/ I I iii I YL I I i i I I I ELEVATION 1 I I tl 2=0-'_ _ -__ _ Paries 2ep• ` - SECTION B -B Bars B - Bans A 1 NI_ 7i-3epua/spa /=3'3aqua/spa F3'3equa/ spa /'3'F['4'- Bars B Shown Dimensions SECTION A -A Sho nj R nforcing BILL OF RE/NFORC/NG STEEL DETAIL OF FOOTINGS ,� Sp, ENT N0..4 ENTNO. ENTN . BENTS N0. 3, 6,8 7 L ih Wei ht Len th Wei ht Len {h We/ h{ A 4 a' /e' 50•-/'1 4/3 149'10-1 4/6 B 56 k'o Shown 3'-6^ 131 "1,, 545 1 947 'Length includes one 30 die tap. y --� EST/MATED TOTAL QUANT/TIES item Unit I Bent No.3 Ben{ No 6 1 llentlo. 7 T F"h i oli -_`--- � _ _��__' Footin'� ' c^fir t ass oncre e u / / .3 Reinforcln Sao/ Lb. 4 550 547 Ux/ Sir. Exee✓ Cu. Yd. 20 ZO 20 zimils of arca tib, for payment v ENO ELEVATION SIDE ELEVAT/CN EXCAVATION DIAGRAM TEXAS HIGHWAY DEPARTMENT DETAIL FOR PROVIDING GENERAL NOTES:- A// be e/- A. Osn.nsions ADDITIONAL SUPPORT FOR re/etmu4 to roinforcng sten/ er. o! {o centers Coal of rrmovi 3 oN caxrotc from pg EXISTING BENTS sha//be inc/udedi unit pricy bid for CL A Concrete (Bent Supports). HILLE BRANDY BAYOU L.m.rorM x•revrn. 6' -9th- North Side f rP ye"nt i ,• _ _ _ 6_ .5—th Side LYI• -Z-Q1- Fi// ends of channel _ 7#" with weld meta/� Imo. Cas/ Flande - of � I 1...5 TYPICAL RAIL PANEL AND RAIL POST DETAILS ///,3''^ No/es '� m Bo/fs of sufficient / for }'d pp� si" ,g len l. to erlend through ily I Bolt sli 3�1 forms. Cut lush wilh nut aJ1er sellin f/anQe 7n� ads I ` = . pr' 'SEI Ca of P F" Premo/dad Ex Join! Material. right/y w hood of R layers of roofelt exfendi through formstach f/uah with post faclowinS form rcmo—/. CAST FLANGE AND POST CONNECTION 3p" Std Steel Pipe 2'-L 76'0C (May be attached by screws to maintain a/gnmentJ 2"-/.76'f } Bars (Smooth) Weld 4 sides .STB"V1FzOA ree Weld 4 sides Square cut i -Too of Curb GENERAL NOTES Al/ concrete sha// be Class A. Chamfer a// exposed corners J4 unless otherwise noted. Dimensions re/afi _j to reinforcing steel are to centers of bars. Le gth of Railin8 includes rep/acement of rai/irk posts on existi structure. TEXAS HIGHWAY DEPARTMENT RAILING DETAILS HILLEBRANDT BAYOU BRIDGE STATE HIGHWAY 124 JEFFERSON COUNTY x- Limit ofMeasuremeel " 6" B A 6II for Poymenf --Replace exist/n o $ with a new /O"x .3� 2'-O"concrete post. y /,•.3„ _ z -0",2'-O" ''•Y' Continuous 3z -Std Steel Pipe-_ _•-"'�--- Weld 4i 22• II II II ♦ ♦ II II a �� II 9 m LA TYPICAL RAIL PANEL AND RAIL POST DETAILS ///,3''^ No/es '� m Bo/fs of sufficient / for }'d pp� si" ,g len l. to erlend through ily I Bolt sli 3�1 forms. Cut lush wilh nut aJ1er sellin f/anQe 7n� ads I ` = . pr' 'SEI Ca of P F" Premo/dad Ex Join! Material. right/y w hood of R layers of roofelt exfendi through formstach f/uah with post faclowinS form rcmo—/. CAST FLANGE AND POST CONNECTION 3p" Std Steel Pipe 2'-L 76'0C (May be attached by screws to maintain a/gnmentJ 2"-/.76'f } Bars (Smooth) Weld 4 sides .STB"V1FzOA ree Weld 4 sides Square cut i -Too of Curb GENERAL NOTES Al/ concrete sha// be Class A. Chamfer a// exposed corners J4 unless otherwise noted. Dimensions re/afi _j to reinforcing steel are to centers of bars. Le gth of Railin8 includes rep/acement of rai/irk posts on existi structure. TEXAS HIGHWAY DEPARTMENT RAILING DETAILS HILLEBRANDT BAYOU BRIDGE STATE HIGHWAY 124 JEFFERSON COUNTY T " 6" B A 6II q to existi sre^ciFzo• /->a'Ro/es for fjoats B/ ctsk. in face off ree o $ I II I II II II II II 11 ==1K'=Ip:=qi=b{==q II II II II A f I I III��III� II II II II 1 II II II ♦ ♦ II II a �� II 9 m LA - - sre"�u-zo> ree p -7"m n'es? ]l•m Bars Use oy reinforcing Slee/ or grout in "r6" new d bars if --- SIDE SECTION NOrE Make Aveequal B TYPICAL RAIL PANEL AND RAIL necessary POST DETAILS New Structure-[:is/i ELEVATION THROUGF Structure INTERIOR METAL in ery pane/. '7J- 7i"_ END BENT ELEV. AT BENT ® RAIL POST RAIL '.j' -`"' 3i'r 3'x }•x 7.91L I-- I r'1 Fasten to I 10,1,33. 'fi 2� _ /O'_ /O'�?/2�F /O' /O". ` CRep/ace existi �2=) a'Cx6'Bo/tsnew pt with 2-�'mx6'osBo/ts� �rO _t NI for g'"m Bots �1 in p - II web in web of T -ol�vl i ✓��" � � R" O � Chip web flush with Fasten to post with flange a/ connection I a"- //p 71,}x2�4' - PART PLAN OF RAILING SECTION A -A TYPICAL RAIL PANEL AND RAIL POST DETAILS ///,3''^ No/es '� m Bo/fs of sufficient / for }'d pp� si" ,g len l. to erlend through ily I Bolt sli 3�1 forms. Cut lush wilh nut aJ1er sellin f/anQe 7n� ads I ` = . pr' 'SEI Ca of P F" Premo/dad Ex Join! Material. right/y w hood of R layers of roofelt exfendi through formstach f/uah with post faclowinS form rcmo—/. CAST FLANGE AND POST CONNECTION 3p" Std Steel Pipe 2'-L 76'0C (May be attached by screws to maintain a/gnmentJ 2"-/.76'f } Bars (Smooth) Weld 4 sides .STB"V1FzOA ree Weld 4 sides Square cut i -Too of Curb GENERAL NOTES Al/ concrete sha// be Class A. Chamfer a// exposed corners J4 unless otherwise noted. Dimensions re/afi _j to reinforcing steel are to centers of bars. Le gth of Railin8 includes rep/acement of rai/irk posts on existi structure. TEXAS HIGHWAY DEPARTMENT RAILING DETAILS HILLEBRANDT BAYOU BRIDGE STATE HIGHWAY 124 JEFFERSON COUNTY 1 7- B. Min ��� End of red far mcesurcmenl B9'Min, i Merimum parmissib/e specmp= 9'-0' See Leyou{ for Loci{,'on of Pos{s r_ oc� i ilJry — a GUKeS OUTSIDE ELEVATION ci/her M S•HAbji ortoPe IRr SECTION — 18° CURBS Crack./ es shown in s.. on. ,JfS of {h. n5 Jhd/{ be ximum �d {o p oride bo//. ,/ is sphc.d bf cha-1 eck off < washers cadmium r accordance chn.ss of 5s a min/- ITMENT LING SIGN B., i Donoles Lanlorn p '51GAIB lu=====i PLAN Main B.arrrcade MIX. dryl F' 4' SIGN S-7-15�a' (Also B-5 ----------- 4*.C'xe'Psyl ryl-ICA4 (or 1—g-) re CONSTRUCTION ELEVArION FOR BARRICADE 'A' GA rION -ft 0 -ed to �11 I IA 1�1.1 !9// traffic "I hafl S- ­d. ;a —th g4f- -, M/Sa." bent IS~ BARRICADE "A" BARRICADE "B" 12, 0, Mini—m_ /Z!o- /a, 0, m-,imum 6!0'1&gth /0 6e usdee., rju!rSd 2-P;,4' 2'2' b-* on W"7. - - ------------- 4- SILAI 11- PLAN each Side -el MW SIGN B-7 STREET CLOSED S 4:0' 1�2 2;,a, A? --T 4 —�O r LEI�Arlolv u /i r•.0:6• 2�6' PANEL STAND ASSEMBLY each k� 4�7 B 11 BARRICADE "C BARRICADE BARRICADE "D" FOR USE CITY S-rREETS ONLE11 1-4- Aw.,&.116, 2Ak,==, NlIi qq—, S. 4 'A � i'd 8,c- _4_ LA ;le lig 1 -0* pwft Abfli- D, P.Sys I A,• -p 1-i- I . 4. �­. k. of -d and ";&"—v S.Cho�s. 3[;G mach ba?, bark cut in hCA— WS4;,dh ELEVATION ELEVATION 4; kl�l I End �6-1 fob. t"*d j, Dt,*.fstip"g a C", 4' 1,1 CULVERT 'M d" Cjblck. ND C Zat curler W. FLAG TA i • FO. E. .9 Ute 4 i�t—d.f ERAL w,S— p-,,bl.. PLAN PLAN ICA DE 9 STAND FLAG STA ND BARR STAND'A FLAG STA -P,,5=I b4cks?,,*traffic c=�;". ,.d one on —.s.S 111 4.4P -t 5,1.// b, Sheet bl,,lal --d .;M Rd Pflo,hwUl1—.1 .7- Dt,,l ID, jh� � &p. Stewed Par/. bwrd of da8oru/ section. —M CORNER oErA14 PANEL FOR 'N. B POST FOR WCD� BARRICADE "F" 4 AMI -Io, B.I&, e Asio4. TEXAS HIGHWAY DEPARTMENT 2' /j, 2 =11,710elb rO' oaf BARRICADES &WARNING SIGNS `} Tebpacdwhere -t—'V7 On plana C, ti�W- SHEET I OF 2 MODIFIED STAND r FOR NARROW BRIDGE or BW -46 (1) STRIPING FOR SKEWED PANEL USUAL STRIPING a. ---ys z='d to s opes Or 3,mil— DETAILS OF STRIPING DETAILS BARRICADE. F. STAND FOR 'B'(OPTIONAL FOR'A76*D' POST BARRICADE B' B1 CONSTRUCTION •Vi -DRIVE CAREFU LL Y -IL TEXAS HIGHWAY DEPARTMENT °III USE MARKED B-1 B-5 :- EIV® CONSTRUCTION r B-2 /� /Pf 5i• ti CONSTRUCTION �� ,„ - sa ;N DRIVE CAREFULLY �� — Q S_ W0 B-7 B-3 RB -5 �r O�- '_3V ROAD Ci'LOSED , y TO THRUI TRAFFIC B-4 �o mar ROAD CLOSEDI-Ij RB -3 ROUTE J N. ryt. R O'A D N{- MACHINERY - I '+ial i7� I B-8 30 GLNLRAL /vDrCS -" -- -&--ve A•sha/l be used T r class the road to a// fr flk or /o a// except lata/ Iraflc Barricade •D •sha// be used of ems ofa// 3 -f -s j of raid open /o a// traffic where cm,lruchon as ;n prq era r •ss oa /, J.. -ds ,/ WATCH Bamcad B rM// be used to prated and diet/ /ra 4A� aI b�annmg of detour) wi/hm Ama/s of Barricade) A'- O' Barr,aade •C •../.:,// be nsed /o pro/eef 1� !fi'c and /hework where a po^hon of the ro.rib.d .s , n Io triflc` and wdh;n the /,_;" o! A•and •L7" Barricade 7 ••:/..�// be FOR used et Cul✓ertJ a d b gyros •.here regmred by p ons Barra ad sha// be ed only on eAy slrerfs; { de:� a street, to irafr,e, ri „� sections ore J/reef war adwnce w streelr ap bo-h,n0 a cl sed arra. Barricade -c w ith appvpr ale "a n u so- may be subsAlutnt far E TRUCKS sir and to shall be used each end of a// her pvjecls epee ,o any p b/rc' ,rare/, and to d r1 men/ Barricades A•or D.• Other Standard iPost Barricades, and F/ Br sha// be usM as rrqulred by pJ.ans was AM AM 3=6� N ,ti DETuU R RB -4 drected by the fggrneer to protect and direct traffic Barricades, Sgns dnd f/aha shall be s PP/emenled by l�hls placed ar ,o not in@stere wrlh the visibility of ref/edw buttons or rel/odor surfaces, and /gh/J slut/ be maintained in eonlinaws � lion from rwase/ to swarise. 5-i-cles sha// be constructed of ci n, sound / ber cut /o /he nominal dmensabns shown on these delai/s and -laced two sides. B-, - cedes shall be of Aisl-c/ass workmanship, and a// surfaces abo✓eavnw+d sha// he pa;n{ed with an approved &-and of while pant to secure• /ho- roigh cover ge and a -corm white col- /n no case shall less than two -/s be used. The ps;nf fw barricade str pas (and Barr/rade f') sha// be an pproved band of8loss black pa;nl. agokel to secure uniform cover. Sys be consfruc/ed of meta/ w of No / Common Y p, w better surfaced b sties and ;,posed ed s square. Sign% stat/ be painted "M an pprovcd brand of white pion{ (b/ac7r pain! fw /e7less), except fie/ds of Sar B-7, B-6 and B-9 shall he Standard Fedora/ Yellow. All s.,pns shown as ref/erctfed m+y be ref/ectw jed by out/in,gg the letters with rei/ector buttons, or by,;, rnJr'r� -114M on c%g+o nobe f .approved ref/ectrve materia/. A// 5 8ns reyurrarFg re- f/ecfw bu/loos slat/ of taro -pry construction of one. inch boards (face boards horgonta/), of meta/, or of metal and /umber. Str;pi and /etferfng sha// be of tishc/ass workmanship equwa/ent to that of hti ay Department standard s/gns. Leiters and numera/r sha// be sim- ilar to S O. S/andaMa as shaown by Mania/ of /nstrertrons, Maanfenance, Vo% 4, Par, /, /946. Clear reflector buttons of approved quality and oneha/finch sse sla// bed ced as required by dela;/s. Bvlmn spacing m letters shall not exceed 4 Inches center to center. Barricades designed for nnwrg and reuse, escepf L _d'E "sha// be erected with belts. T/e contract_ sha// m.ain� in each barricade and sjgn in a condi!/on equal to !teal required by ,hese detail . �a �, /�alldes • '�'-_' bo - •.iiyLoa Q• TEXAS HIGHWAY DEPARTMENT BARRICADES & WARNING SIGNS e !' SHEET 2 OF 2 BW -46 (2) POST FOR ,B-7 STAND FOR B8 B. .ro�-c;.j - -: _:-- -