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Home My WebLink AboutOrdinance 2821 Nd. MUNICIPAL ORDINANCE (Construction., Reconstruction and Maintenance) AN ORDINANCE PROVIDING FOR THE .. CONSTRUCTION AND MAINTENANCE OF THE PORTION OF St..-HIGHWAY NO. 1.83....IN THE CITY OF ...... fAlt& Xere.. a83 ....... tt1tiNAkVE '1*d32=D TO AS "THE STREET PROJECT" AND AUTHORIZING THE MAYOR OF THE CITY TO EXECUTE AND THE CITY SECRETARY TO AFFIX THE CORPORATE SEAL AND ATTEST THE SAME, A CERTAIN CONTRACT BETWEEN THE CITY AND THE STATE OF TEXAS PROVIDING FOR THE INSTALLATION, ..., I CONSTRUCTION, MAINTENANCE, EXISTENCE AND USE OF THE SAID STREET PROJECT: FOR THE INIEMNI37CATION OF THE STATE OF TEXAS, By THE CITY AGAINST ALL DAMAGES TO ADJOINING., ABUTTING AND OTHER PROPERTY., AND FOR EXPENSES IN CONNECTION WITH ANY CLUE OR SUIT THEREOF: AND DECLARING AN EMERGENCY AND PROVIDING THAT THIS ORDINANCE SHALL BE EFFECTIVE FROM AND AFTER ITS PASSAGE. WHEREAS, the public ccnvenience) safety and necessity of the city., and the people of the city require that the portion of S.t aLte Ilighway.... .....183......_.......__.................... DrIve ............. ., ,..._..._......__........_...I....._......_.......... be ................constructed. Since the existing street constitutes a danger and serious in- convenience to the public,, it is urgently required to be remedied; and WHEREAS., the city has requested the State of Texas to contribute financial- ly in the street project; and WMREASP the State of Texas has made it known to the city that it will assist the city in the street project by furnishing the necessary funds for actual construction., reconstruction and maintenance; and by supervising construction,, pro- viding the city approves the plans, grades and alignment for said project; and WHEREAS, the city,, in consideration of the providing of said project,, agrees to indemnify the State of Texas against all damages or claims for damage to adjoining., abutting or other property for which the State is liable,, arising out of., incident to., and in any way connected with the installation., the... construc- tion, the existence., the use and maintenance of the street project or the passage and enforcement of this ordinance. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL: SECTION 1. That since the public convenience, safety and necessity of the city and t#e people of the city require it, said street shall be SECTION 2. That the State of Texas be and is hereby authorized to enter upon,,--,--,construct and maintain the street project at the location and in the manner shown on the plans., attached hereto and marked "Exhibit A" and made a part hereof in all respects. SECTION 3. That nothing in this ordinance shall be construed to obligate the State of Texas to pay any direct., incidental., or consequental damages to adjoining, abutting or other property in enforcement of this ordiancne or by reason of the installk1lation, -,.,,-...-construction., existence, use and maintenance of the street project authorized herein. RECEIVED 1CW-Y31951 u.� SECTION 4. For and in consideration of the mutual covenants herein con- tained, the city does hereby agree to indemnify the State of Texas against all damages and claims for damages to adjoining, abutting, or other property for which the State of Texas is liable, arising out of, incident to, or in any way connected with the installation, the.........coastruction, existence, use and maintenance of said street project and does hereby agree to indemnify the State of Texas against all court costs, attorney's fees and all expenses in connection with suits for such damages, and shall, if requested to do so in writing, assist or relieve the State of Texas from defending any such suits brought against it. SECTION 5. Nothing contained herein shall ever be construed to place upon the State of Texas any manner of liability for injury to or death of persons or for damages 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 of Texas harmless from any damages arising out of said maintenance and/or use of said street project. SECTION 6. The Mayor of the city be and is hereby authorized to execute for and on behalf of the city an agreement and contract with the State of Texas in accordance with and for the purpose of carrying out the terms and provisions of this ordinance, in the form attached hereto and marked "Exhibit B". The City Secretary is hereby directed to attest the agreement and contract and to affix the proper seal of the city hereto. SECTION 7. The Mayor of the city, having requested in writing that this ordinance take effect forthwith and there being in fact an emergency and imperative necessity that the work herein provided for be begun and carried out promptly and with expedition and that the contract aforesaid shall be immediately made, executed and delivered to the end that such work herein provided for may be begun and carried out promptly and with expedition. The reading of the ordinance on three several days is hereby dispensed with and the sane shall be in full force and effect from and after its passage. f RECEIVED APR 2 01951 2 10-43-105b.8 STATE OF TEXAS COUNTY OF ARRANTI ............... ...... ..IS- IBIRDSONjU the duly appointed, qualified and acting city secretary of the City of ....... ......................................... Texas, hereby certify that the foregoing pages constitute a true and correct ropy of an ordinance duly passed by the City Council at a meeting held on ............ ......................... A.D., 19..So_- , at ... o'clock _A. .... M. To certify which, witness ny hand and Beal of the City of fA,r- , 196P TEX-A-SO this 6" .............day of ............ at .... ........ Texas. ....................................................- ty Secretary of the City Of FW1 WORT" ................................ Texas Ord.J.nance kRighway Projects) 10-43-1083- 3 RECEIVED app ? 0 1951 D-8 STATE OF TEXAS INDEX OF SHEETS STATE HIGHWAY DEPARTMENT SWEETNODESCRIPTIQN .T W I TITLE SHEET PIRO •,at fI TYPICAL CROSS SECTIONS PLANS O F PROPOSED 4w/ ESTIMATE AND DQANTTrr B-/D PUN PROHLE U DIST.OI[LlJIIY!EA7L�1 yp a�a�MaaT ROADWAYDETAns TATE HIGHWAY IMPROVEMENT / M TEDRRAL AID PROJECT. s-+aCULVERT LAYOUTS ►1068 t�) NPM BRIDGE LAYOUTS 411,11 STRUCTURAL DETAILS AND STANDARDS tCALRt: rus 1 loss rd' i R N aalrwe.r t 1 ��a .• n. �- o hAYRIIOrI M{ I NapIxe M w11100%a RTAI aCIaIARC►sOBBla taaralBlR aR!♦aR---I vllMERINO JtH - n•awr I M IR�RR NOT w, flTAL .MtTLNw•aq1 w. w/Mwam uRr r STATE HIGHWAY NO ISD nIRANIAN TgBI ismwww amm rot a(ON ail Rata LOWI lRl/RVARafwsr/) TARRANT LCNNTY e CR-/ /ROY U.S.HIGHWAY M Ro 9TA/[NMNWAVM/9! w C11-401MRM O .6TRUCTum•-CQMLSRIILTE=P^vr-MIENT. N a 11114 s-& Y IT M•fM y..kAwtiOwb- N ar f►t r r•at w swe-a \ INtAO)RwI 1n4cS f»i ta•I-/ ..n AlWJ IS AM tvr+I JAtvrhwa.b7b- v ,r i A.T. Ol '•� Y A./.1A /Afrylwrjv/ [n/Ai[AI/NIACI,AM;e:Ari � `J `11..t0, -- - 1 atAJLti6/ 3P.'SO, ' OREM 80AOWWisi v �l w AIM tIA[.,Rwy/ Ru.63, i (`; 1Ff�r 1f v sAs Ju.T.» yf Irrl Tf Rf[Furor MlIRT1..aTr .. ,<" Canlrsl Pba-t A Vila ARf VIAL.Mf �:. n A'/✓tw OARa jl,' -�_ --sAn wM.v//M1/YY►aI Ar/ARrMMA = ,sv.A 1.AY My.yf I Iy i M.latlf raaP MSN OY"2 �' SrPr+As/ f IAtAT Ar:'../AA.Y t y. ,;� t, i A!v vw awi tnV wn6r/14-4.0 tfIGlR6"t 9 $ "4+ �aMANat B1 O- Is O t+M/ SAA -alai" ��7Tt" �,,)�,'•`_-1 NAV TLV er✓fwMNlv.tAlw � 'L �`l \��%� CSI►s✓AM►IRR/� x p7 Aweas DILILMAY Pertra a. aRfTRT1Ri 0RAILR"'aaa M CCAIMCITP y �� MRYM xIw IMM •yAtl •r.r •.•ARy.tw AY/BrY s.t1 at rwr ®" h! 1/ MRirJA TOM& 1000 - xltn r4 E +•"w•w tastMtn: Alf. Rlrala w alalt•IT NAIL MMRN Ill!",I/♦Tf.OFMaaMta/� TAaI+I[O./A. I —r .. MlwA1/M�1..MMw.saw✓w.iww M J.•r.s..ww�iwrr ��r A4S/�.Y!Ar AArbN�V 44.;ww awJ '�a"•"� �/�i"�` waa hr Irr nrlir rwrywrrr�rMr r r® i�AItA�yR JlMrrliwarl�trAwarAw ASIA hws Owrp�rr�ti�nrSrOslS ... •... 1j o � � ./IA L+iNiYJAIVrrs �� Lay011T RCML•1ML•Ila! R. - <.. 000,0.............. w�.�i A�Iww�w i�r11r.A�w M w�wrrs*M yr .a i 7 N/ni/wrrn R.O.W Wldlh IRwO- IY4 - ILrNL/.r /s3Aw _vft jWL_ I i .per /�..I" _`` N�O" _ � N'f• � I/'-0' Ilio• � /s�0 � �J d'� t r' � JCI• r rr.0 r 1■rr/Are sMf �,(A'n+MlMyf!/ ,HeI/AroNdr '. � ��G^'�' r i'Irt Oelee NNi<G.W.I!"NMrF1.IrIIrµ A6MNw/r MrW �•.. n�•[rr�I Car.b Yrr•„`• s•g .:�l �.../o.. J l '�.�.♦ Mr...M Yr'n/ff .}��• ...'. ... a /'NM/de Mat � NN rna/I" r6x/ilr• I t- �'y"n.ar�w..■rye rwar REGULAa SUCTION-GRADING IN fl7rMAl w1N■Yf aA/AAAd ONR//nj JAcNAm Rith/LAnA y lrlat/n! JAnhA JtnAI•LaltLin• �.NaI1tAf.ArArarinNav w.rNAw,aAa.1AArAAAwTy( Fi�IwJNIMNI NAN.aat.A1 - Z 4 Raw i ` v riL/nLrr �r a. IM/wr S ` a.v N+r .. 11=r ... r„• roo'-a qr ti4• _ Mal I Jr �fwMNiwsY d ro M' r'.>♦'Abo.w lin/.r Owr !xt•Nr`n1.Sly.�_._L ./'Aeew hetr Grmy /ft4wGh r �- �w,'�AS;2d� e��-�� t:✓F r-J�".�_ jCt "l�i /�L.-�_5 _ ►'-'� i r.rx/ff+i FM.DAs sw lrhalr})cef,cnrAr a,..n n)asl°1 LIrn.) ArpAMderM/171S"HOnf9lfhtLAM) We—nawri. REGULAR SECTION-GRADING Lvrar.Rrnr■nr �- r FROM WM/ra AITfl.IMtMT ROAD 7V W , r—sAl taq■MS&ZlM o f Rw JiA/dty00 sai►w�rw fiMN sAas",W vOA■JtNM7A ®+-•®I/ROW k r A■:O• 11 i fw s.■..am sem• ■ aft' .- }'FT ■„ iC Leo• .,,4'O.T iT0• x AV• _+ I=A• r Yr b YnJ' p a Rs/rY Off. ( d lylt tt�✓+'/YiY ///ry.rAaAr o./w- _ /�MyMr...��"d�• `t s!I w� i 7.�j f _ _ __!Y �YM^Md !"Ero..H./,r.ur' � s'f/uiDlr Gal � brrvlK .MI ��p�•F a— —yyl� toM•R/MlM1YY4r6 O NMMIAd dAW"4MM40n CLAR LOM) t■AMn j CA/w/Al■IAMnYRlCRtrMLAAA) REGULAR SECTION-GRADING TYPICAL SECTIONS FROM LtX MWr AO n WAVI JITTLLMIAIT ROAD GRADING P--SA.MMS#.00.144 ,* PS a / _17_ pE ROM e+e, — We. l :o. ,;®sees- /Oe" .� vc, n o' ... 1tJ--- _*l 4ij!67 A. ' I 41A ft"* /w.tiwr. -ai�s''r i61.'be��.�f"e'.'�.'�}rG''� ;�...-d�MM/f•Mvd "l4� .. _ ww ar-wy l� ; 1 lereltnl concrete Pe ono(Lo!/Lens) Proposed Grwfinf 064iontofijw&on) :rub"e.r.P` . .*- �, REGULAR SECTION-GRADING _k /IMM SM 939.00 M SM 210.00 R.nw tI•/ILwZ [i'O EG,0, tM Liss io" ¢o' qv-p" r 1' rutQ�ILew wYi�, '*'— wr.a,wn.a i%'sw»w.wr Gr r�.rs s�.r r1 erw nst e. y t+q,ee M•u�� it ----__-- u r✓ak•spw N� :� 1 ,SMmmrl rAuibNE.seRc..oww/ w{y�' n�----1 2 &b"awra9 PI#renwrl fan Low) � PYrp###d f wJM e#9#a#d AW Mist Aq"fic CjwerM0 ftwa#t ft"Len. REGULAR SECTION-COMPLETEO ROAOWAY AVOW SM.#39,00 rO 3M.9#0.00 ( i t I TYPICAL SECTIONS RA - 5- AiNl nurn R.O.W Width /so'V* Curl rn.ra.c... AR.tnr rwn.t..r u'..' ii o II,P = MP V. t l.r wo, .r IN .fSafAW0.1. pr.s.A•� �'�--_e:.s rM✓ra.wY �i-+r.I..�.rlli�li �� Ip lr.rr-rnI`i,A✓.I•rb flgewi Cu.e -R�oe.-f Cep- I�"Ae.�A.erbr.M �'f 2w•a�.r..IMr �. (_ Ivwrrw. ar..►' r. !•r rn..Arp^'�' .i:•St _ _ .�=�=�F"=C Fnr+Ir. � � rl+a�.r' • r:.r• .+ ' PA.rJw� Prfu..r N.wrn C.r•afLyM.•.f !'~'� f•bOin�Serrf�.SI.a.I• LeffLow l.raJri Grc.af6Awlr+/L./Y S•1lslew © /f•M..I C.ncra/a A.arf.awl AlyN 7.r//rtw Pnwead/Anl6r lan ia/AfMKiAy�AlAt(/.ffaeN fr..r 7.•713.0.w Dh Zft110 RtaA/SO,~Lary REOULAR SECTION-COM PUTED ROADWAY IM CITYW A/Y0R DA" 1—-4/6 285;00 to D/a 307.00 6 , I LI "tet -VL— ;R.a.. tw'YaM�i-� I ,ri 0r•r ^O.r.•R+�• w10-r ' �+ K..r....ra A./.rO.+s y'Ar+a+re.- a.r�r.a 3wr1'.rn,Iw'Aa.n./+dr Gwr I R.wl.O..b "acw.•.t.. �,�c L' tiir .'�i /c...+i�s./ ® y:__y sY..a'r.ri f �r 5f i '+, ;,•! I ..x •�a.`; `f J. �C-'��+i!'�$"1� - wr Am'm s*Ff 5! _ rAv..YOr.. F.v.f•.w t r•'s.r.wr�,�frr..j `" _�•'a"Y p<_ !ale*"cammle An n..n/r"fft r) O R.°...a'Cfnr+•Al/MwwiM REOULAR SECTION-COMPL&T/AD ROADWAY 1 fA0 "I" gl rrM"Ilr 5ll=. P I~J.�.JAt 260M0 xr dAr ibi•OD orm"3"36740 ti sAr 3160 7.73 .If Mwe-dwkw wow m N:ffd f riolien�A6e7 - V be 1 L.", �./Rafa tw0rfw + hefyp0l a.. Ila mm exhwitaG%nRiiud 6y MM Lri7gn0ar 111 /wa.rx.oAy �, sr e+ fr.l- f=:r frr FYY KYN!• 1a4•Ie.r./I.gr•.ar t IR"il.-IbrOr M/x•ra. I!.,A.f6r— Y�0-0 g .15 fr,� .t rrxr~a' ��r �-�s:rf', ?..' +�....7,•rA.,Al.. ! Y� .- � *'f,ti`�ti.fF:�..fihe.j.y �� _______��_.' r Y� � w'D.rr h.hro.rr r.BM. mfw.�.r w•n H' jw- �4 1.rw Arr --k1 !✓iii p►w0w t«arrl.a»la.l+rt.nur,.> O 6„Wih�Gnee.f.Alwrrn+e,RBMt.n.) rN r• REOULAR SECTION-COMPLETED ROADWAY 7ROr /0 I0 wrR0A0 ISO-O-si...0p. ast.J,",Iyg TYPICAL 3LCTIONS COMPLETED ROADWAY f-.Oaf f f ..Aar I SUMMARY OF SMALL DRAINAGE STRUCTURES _ STRUCTURES TO BE REMOVED_ eNC[i NO rxret ION I UNC,Wk..EXCAV. CtA55 ACONCR[rz PAPE RELAYING CLVr PIPE Riv RAv FRAMES DtaCRIIT10N REMARKS cVtvERr Sr . [•rrxarx Ixt[rf RERI/ORCIN I4 3T0 24'3T0 30 STD ie AND OVER CLA33 D ORATe3 AND PLAN.LA DETAIL STATION txismo STRUCTURE LENa7N OLlMN 31WfA 3TRVCTt' A MOwL3. STEEL R[rN/ AftN/COML REW COW UNDER Ie' cow nre COVER STATION SIZE DESCRIPTION ,�„ 'We C. Yd, Cu.Y. "Y1 cv Yd Lt, trn.r, L:n.If Ln Il. Lni PI l.n Il Cu.W. E'lr f.4C u S7 O.Sac 4'•a'.ia'•aC•/.We 5Z'c' BCu FWN 14 2050 2.973 111v40.1 a-x 7) C—.Ii Die1r RA C.A•A 7 -!t -ST es•Oa/ SxS'.6e'-BC•7.we 46'0- Gl.rwN IL _ 15.16 2429 _ _ __ !0,!! /rear' ' .[e ,L 7 Se 77 70.4[.0 7°OCI. We 66:0_ t_1.PAU - e6 1746 9451 _ Ja•u 18-0a' C.eAe /.aiIY Q,H. t >< 1e 60..W 10*- aa! .141 so u' etr.L'x 84 -_- 0 ----- -- ----- _ r!T a 77.f7Ka'' 4 r9 7r100'. 6C40 WE 9 • 7e 1/%1 come N CH�n•,c Ii�AA C.M. a7 703.44.5 r.JN40'-IC-I.WC 0110= pMrPIVM b/ 20.59 _ 4579 - - - - - _ !01,00! /rfr0' C.nea' siteNcuff. 11 5! 3'I 06.1!164 G'A 3'a 46'-ac.,A Wt 5310• ac-11 PVN 76 _ rasp 4519 _ _ EMraO N•eJ1' CGIR Piq s7xJd Na. It 34 )0!•40 Net ZAI.f H 0' lfEAWE1 A1rI✓S7rw✓n 11 I,it 170 _ 56 ( 7t 34 a! Ipr•ap rir•N?S=SG•I.4S Nop' .,. a 76S 346 1 1! 31 fO lA[•OO.Oa 6'f 6'x/Or'-aC•l.N"E aa.0_ � - a! 14.97 - N X M e4a•Raa S'er'N leasr•ac-S IOre R N 1784 f N !7 N 0".,w A Wolf- •SAR11 7010 1!A 40 I!.!0 JIM 1301*0 sus'.&it'-Ws SSW Mr 1! W7 f"0 Al2L1f=R l4 744! 4617 4.106 Nfoe" New 2 Lot ITS• Wag OM1 or t9 L9t 179. 38 4014 MAIL 94' S L00 it/•107 N • tae It!4/ a,lu aw 4! f4 L9t 179 41PJTNO A 199 -1fA,e0d Too It! toe N a4. 9r A�al►4aNa 4 LI9 ISS 49 743.74 791/0 ac* AS, 7 L00 It! 32 94444 NrM r - 4 L00 f:t 24 A•fal N - f 40 41 n Amid,v[./M. a bar 77144N yr f tI M N 74,97 JIM OF - 8 79 _ N _ 1 41 SN.w 74,4 It! 1 r is 441 smogs wasw aa' •SAdW 30 1 r4 18 1190 AW sr AN.AIeww091 78 _ 4a e N arr:u Iaee1 7Ai901a4Wt 4 17{ _ Of w 7 N 09!74 fi- - "I d 1b as .e.•YLI aMAdffeA7w9►Atr SW /�I9 a9a,rT AW 4* 11 ! J!2 /// 4N.A 11. arG/.'a' 4" / tss 9 1 / ESTIMATE AND QUANTITY SHEET SUMMARY OF BRIDGES lNEEr I ore sr+Errs 9179 r NO 3TAT101/ r7rN 70N8 NEW STRUC7INK yletyNOO CLAt3-A•CONCMTE 4Af11Ra RIP-RAI DAI LLCD SNAfib Pa19dA- Lt74IfN RCItrL pg?arteL 1[[74 FIAMi M ONC19ir*AM RIAOTY 119WtNa ouvAi. PSTRwr ADEN" ALAN aft[L 1K6 T1Pr Chat 11.OI SO'014 36'0IA OtTAC r0te/� rf10 aTRUeTURa Watlf OtaiW DIMM araallNsl aTRI[T NNfa R 0110 [ L.F. LF t.F. _Aft IS D/ .Mq 0160101 44.74 4•f0'r fMS.0 jar-a- R11C /79 isa" 14114 p I! Aaii4a WklW 8740 SISK ' 59 !7N 77/.10 !7_066 /e7,3fD s40 A,q� 00 ITZ 700 d f M S9 3*,4A9 t8A7' 8101OW Ata.0 BItC �FAIAG. iJ 100A4 _ MiW _ 700 f07A1 2s 9 / 9D 9 1 / SIO N. Si It2 106 SUMMARY OF GRADING AND SURFACING ESTIMATE SUMMARY PLAN` ROAD WON Aft"N3 UAN it TI $ Ctl RR COMMON OYER- rlG/eLC CON<RLTL AWIMr1 CORM 1 CcvRltt mmlrmc Cacoff 6Nttr Bur10N-.9TAnom 1RLCIAL C4At110N O.RR.1r .41414[- NMN. Mt FLA TAMriNO lYMATK 6ASC AA✓LM(MT AAVLMLAT CL.1CRl7l CURB C01CRlif ITEM DE5CRIPTION ' �_ "40 ROAD fKAVAT T WNCEL A, NR! II UN1r.R 0�6� MVIrtAT cws 4MDOr! TOTALS UNIT rl fT1YATl II fW FIN f 0.00 ro !1.00 4801 O 0 0 0 Odd t! 7d 07 16+1 S3lLe /i1.1 N.fe 600 tM (S-roQ SK[IAL ROAD EXCAVATION tRbf Rx S" CU YO 7 /4.01 t. 60.00 /1tu 0 0 -0 11 4e/ 76 a 73 3631 i1!!.4 11964 13JS lot 369 3P(S-0) COMMON ROAD EXCAVATION J7,11t l7,11t CU YD t SO-" fe me•Do _ sort 170 o 194 SOSO _600 34 le6 6e 1400 6933.4 0 _0 0 0 39(5.009) COMMON BONRow 11071 19,1it w✓D 9 7s•00 10 10[•00 0 ;444 O 0 toll 441 34 60 77 3624 6907,9 1414 81111 fOt 33 Y(3-103) COMIM'at,,NAMNeLEXCAVATIaw 767 - 10 _10[•00 ro 1[1.00 0 7100 O 0 r94! 4S/ li Jt 7o Jdof 1!!84 d7Ltt 47.44 897 176 (9.104, LtNCL STA EXCAV(MOSES) - 747 Cu r0 IL RL00 14134.00 0 4117 _ O 0 100 334 1f 40 54 0048 4847/ 7149 /t9J 601 _179 Sf(b-101i UNC, STIR,fXUV(COLV[RT3) ht t!2 t9z CU YO It 110.00 1494X•00 0 nos O 0 s! 400 30 _ 54 60 r9Jt ,144.7 0 11444 O _0 SP(S-104JVACL.STA CXCAV.(3raw SEWER) t1r � CU.YO. n !J rOt.40 14tb•00 O j673 q/!! 674 !Doff _770 J! 179 66 3x84 6!017 14fIA true IJ6d�440 SP(9-W) OVERHAUL 11'(,179 [I:YO 04 1440 I.134.00 0 1118 0 0 tI Jw _ ,1k' J1 /a4 �I! MS. foFA• JO �! L Ll/ SP(sl0z 3vRINNW/G -- - R7,/71 rn qr lo !36.00 N 000.00 O Ross, O 0 0 -^ -- 17// - _ 0776 _ MCMI. /0/ 4e 87 I4 41,00 3/j!, A.a1Ht r 17/.AV //*/ ./7/ 3P;A aOI, ROLLING _ f// __ H/ NR. K t/OHOO 1.906.00 0 8789 0 0 _ Ifo/ 806 48 4/ 90 43 t3 6943.4 /9t41 692t! 40K 397 (s 4)AI ROLIIRO SSO 140 HR.- n 30Nd/h 416.{!.0 O 1748 Sao 0 (147 PTI It 39 24 tz I Jdw 0 0 Ido Or/ (5105 ROLLING - - APtd - - - OS r,no ASPHALTIC MATEIIML MC_ I[(r!i WWI[ASPHAL�O Apt i M GAL. �t a.vD. ls•3n) AG6REGAr! (TY09 0 - EOM 84997/ TON . _ -Oam. 111I1CN[TE IAYEA(ENT 3471 3o.ro tliffe73/It Tib 1II3o71 /71YF 4fo ls! •1s (6401) cussA talLun )altar tuff /A a v1 {4-409 CA"-A- NCA9Tt A07L-A slid w� (u.70. £ SP(54.9} CLAaa7ECONCAEI9 MHOfE 170 17-16 9LY0. RDIYOIKX(/8, 1100E SfRWTURAL STEM I17,Jb 18-410 LIL L4. a au7T ) r Lb. 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ErEiis$Esimffsi�xsWL�$$.T-3�.e�dee��e�E�$a III MWeV.N EM I� OLA 11021 LM ■@$ ��@��I=BF�e■■■■�_lE�i��2$�ie�E��■��ii��c=== s: =� �� @� �`� ��_■ :iEli �--_' ■�■@�`= g■!■@!!■@!!■!■■■�! ■@@__ _ _ _ --_- -- _ _'_ -- 1L� !@�@' -s _.liE��=a�i�■��'�'s'4 ;ICE "��:.f3E.--=x�=�i�i��S�� P. .�r�:. __– -__ mop _ - ---- _ �C"s"�.'��■��'.�'■■■@�ie��e■■�_�y��■■■■■■■■■firs'iwE�.Ei!'i■■@@!9i■��+_=�g�� ^ _rs� -ri ,,�r !�.�E�liEi: �"■■■■■■■■■■■�i®iii■■■■■■■■■■■■■■■■■■■■■■$1��E��-.=_©�:.o[.�:� � J{ DH.. / rBLL OF R o. iza S n i / BK 7 977 BARS O BARS D d.M W�� T r b E PB 5 7- FS EY�r t, ttttt �, 4 OARS A.fi&t BARS Nrat G 0 04 AS�ymmtrricv/ /f A1aeu� BARS E d K = 1 BARS F 3 e'-6' 't K/ / i� " �: • Q 4 b no!V~ 0BARS R &S O 4F/d P fbnn Orva1•f BARS V 6„ 't t Cap 4! Shaffe f Bt,arin3t '4 B of OARS O /rte 71r- L, Ow•• BARS 77& 7J ♦• ° - / /f - /o' u/-t. fled and Bas L//& ca -r7Lr, Abte:s►pwoh b aft A�tl A•J' Ar . PLAN A060' yM solo"h�nCA*— r�s�•�^p rd" r•o• fi id a.-,d �� d� 1A7 Ca!FBr4&7/11 rdq1M I !F Lsrr R r qP 'B'R. Oavv S p 1 ' v%i'AWakm 11b.*,►B Ants-•.bin#no#shown Osv A4ti Cb7t!✓f Bart M G B+rt ti s/yo� pr It A I I cvo.f. ' e�.n _ A* f - - - - ------------------ A%07 0 n Wit' Bare n Oaro F Baro M rl_i � tt + 6 i Bsry M . K LK *&w C Bart B Baro L �0- LI✓f/ eerr A JhP•A�A�' SIDE ELEVATION SECTION A-A l•KO'• 7- •FC•'M 9'-O' D '7� f j jr Sw F �-✓avnf GENERAL NOTEJ-- `� A•rbi7.S#,wt�Ur LW;M',•d r4a^twir wi#h P.WG»#inu+ut fddvi+ V' Jhafi's 1 § LaaslmcfF,r�fi w-�! FO'e' Unif(7tY-90'-70'),levo'RbanMrxy.W CUA b*cFW t, N20-44 4odtY,;r)g. A//oo-,oro7s►h+//b•C/a•t A.C/a.rnrbr••x- un/s••o 2'-6' f#»r+vies nofsd KB' Oirsw,time rrAv .0 fo rtinfbv.eins•f w/.F+ Baro �9Bmry Oenr G fa cw�fs.-t of bort. ilr'Aiu'Qars � vorvft m/cubfsd eoi/prstwre'!M'9'as#h• Cb Ir•!6s-a w Miosn '! ro y /lA*h /C'Sfksf#i•d0�h'. ExArlo'i�rbM.Ey�,lo, f e ,k Brrt D Bare F Qp P6 h/o L'! 4l id• 6 `�"'K Bart CMIf.br# TXXAS •t • •6pfch T SECTION B-B SECTION C-C I p ABUTMENT ABENT MNO. I � er �A��•w�P'A�h � � �e h•*/*1•+ �' WEST FORK OF TRINITY RIVER BRIDGE M,ti;E,� •;p o/tI #,,�, ELEVATION ESrIA4T ANT/T/E r A77o r be*20*A rd h trlwf fhv ON/Md sfaf#s. / A CuYW. Hb ° � / • i SECTION y• -0-Z'2•� ,y t q �j .. M, r4., y N,,.6: w / /lam V.-N'r r Mt -- N,-49L 2 2 off r at lz elco BARS Mos BARO Mss o BARD B BARD D t N Li i� / • B BARS ErK L a a aas F- �L z -+� I i'-lo' Jy+nmslrcv/rrbaA t�G3lwymd 4AWS eRCMp/Aar sAao,orcyo C beckwa//- to 4 1 $-"lead/r off 1p .101 End of Brdjs- A BARS O MRS Rfs Bre P Bar* C t aq 4[ahsFfs / lT' I' + AP all � � Mbrkar Awn / il 1_ �{ Bra I i v it yiy,I dl Ili TI To Brs A Bers( bSarri� Otl✓ t r S Berl rs'FC.tri2 • �•/b'•B`e' 4sI' Y'PFC•J'4• __ _ 4•/4' 4 a,o � e o � e•o + i`/K� ` eAlRf!Afar .l7tY rr•r "f ,mss!( ~AWW PLAN �*- �4• r M ChamAr Shya boM add* ftmdAbft:3@t m,e o f.ww Aar srrd /f�0' FS[•t r + a/M/to Road Omda b io:i'�psdrus Ffisd dwos n accoro{••rco wish "' '� yi My T aah•ib Aar A#O'O•l--410 m 40d".. 1/r• a t lZdR- 1 !'Rr F8 RR # -A Aa:,t L er,s er, f Too/t01YRIstAi/o tR ears Mi ars M p ra O ars O w qt iM const.1f, ssaoe/',osr fY w i I Ownef. ears M, '/O1nf ars u Bars F , I er,T rw N, Brs Ti # O t i earn U, can N, -Ben N X, # Loner mor, Tr can u. era T, '✓anCa t Bers na!�bint Brs E 'rs 1 O • N IF K 1-.. 1 t L Z Bars C Bars B Bars A I ars LSro it I •sero-so � 7sw.0ro•- o fie, s o SIDE ELEVATION SECTION MA /3'-O'c.to c a cre Fh �y OfNERA L NOTES• c Do,dnod Ar use w,th AV&/-Been Span 1'C' p-e• te'-0;=:,.f; 'Rq,dw�y Is'curb,and N ro-44 Lpodrya. �1 �. A//ca :,.f; 1 be CMS, A.Chsrnfor I'-e• 9j 'Die. o L7re. S.posed C+ ,Ws %'mess olherw ao rated. O 'o—ension *I&"n/eA.—A ,,d sIw/arm tl1¢¢t /e^'a.snc�.M drs e-6brrn ^s96raf As cvnhrn eP bar*. AKre�s CeMu/ii•d 3 r,/F►warS+S, anon �2�1IY y lB+ra @ .!O'SM/YS-O.t Nr' le'S/vlar+dO:L' 6-s6 rw*rc+d Soc�GC£nand It Dont r taws fated nro cye t-J' F s •�ra e r, F wrts c o FC• 0,0 / C ° Are-ppacrich aJ Spra/ onsi.,/►- •e'p,ich Z a"S�0 t/ sJSpry/•6p kh SECTION 13--B SECTION C-C Bra A TEXAS NIANMAT DEPARTMENT _Bars is ABUTMENT NO.5 EST/MATED UANT/T/ES •�.�_r,e,y WEST FORK OF TRNAITY RIVER BRIDGE Aala-Ghnurr or&Nor,ao%W nio cap siaN/bo iw4.A ,n~fbr ELEVATION D"110&Shat`+ t. SECTION JZ lTANfMN7jMf'R itr�r _ L.vfh of egpe=P7=0' /L IJl' BILL OF RE/NFORC/NG STEEL ENT NO. BenE �A�d u"Bd/a -IVAxrb-LHNa Ber Na Sue S Len* Wei h f b� rT7 \�� )�'pa'eRhan 1p'goolaai ~F OT A I 1// _ 2B-OP', -1 6 £of C'c t Gn1 tBonf47 • L C B ►9 _ //'-7^ 3 /3 _ i Bora f /i -t JJrin$er t mtr in '•� 11 \� �� BENT Y BENT; F PJ ;5 Slpen 9-i' N/ B+ n a� Br H a c Bora D 66 PLAN � /"/ ANCHOR BOLT LOCATIONS 6z _t Bryn OZ' o^ D•-9' 6� K .Lump /i• H ' L4-a G^ l0' ,�Jd l�C•T-O• /T 21 M-B' _,f_ -�O• 4'-6" ^ d'-0• Kr P •J Shawl T-6' /6 Bra DOE 1 Bira G. W' 2 •5 Slow+ 7-4'. l7 KI-a /2 • 9'A✓ //O -1 T ow� f T _ IAW 4 Bora E� ,i• L M P a—doe son a Hi r Kw �'Bera f � I Ara IF- ` '-aw^a A •Brag r4o 1bw'A"of A 71" /LL OF sr n d ee. c r4.akpe i r•+�` J o FLIM C 4•-%+V-9ye _t16+P-s_1*e_wLt 4KO- • gym ebaA IWIrtr Ke,M/O r eaceP/I eym.y cyo iva•/S' ti BARD O yyt/be•rrrer� O ( 1 4grM •��O' I 2�e• G P.1 eJ 3''T N'-O•c bb a o•kr.ve _ PLAN q Arufw�wral�er bo/!f ..,-a '-N�i`- - 9ARJ f kkQkQt��aF 46 E SECTION ,Z 1"4- r-a' ELEYAT/ON THRU CAP 4 N, /2 //LM3t b.r.d ifr p✓fisv BARS Hr0 o.Mw+ra ir.+ Bera D /�q• K /fim-d cin.. C-.• Ib9I arM-wl.�rinlof cyo ;�. ev a C Ki-r em J /M n NTr T/ s Bra Ai-a GARS 0 u R t' �i�o'� nronr n s e i L 4W 4eat _ dnud Lir l .11. Cc►rA+e.4rr r6w/ --4,L r4 I OCNCRAL NOTEJ+ Dea nd fa•ute n/m 250'Crn/wear I-arrwl d t SECTION A-A L..r/ s0��,gKo"Abrrnys At-C—As rd B4/P.1 H HPO-If Loedrry. An—01.ahe//be Ctrs A. Chlmfer•+pared lD-•h bra p PiSi. $ corrrra r. r aho•n.n Sbe O-E Vf - Owneuitit." M roArciv aMd ry to r .liL" r.l / 1 nvrlari of drw �' Masers Cetut•Ar�Alm/PYwau� eJ,�r.�wt'^'hri ,� Br M � b.nf 2•PO.J!6.' .� �pa e� errs a •ea a�• ! •Yy �� 6riL DEPARTMENTTEXAS HIGHWAY SECTION 8-8 ' ' OARS Af INTERIOR BENTS NOS 2 & 3 WEST FORK OF TRINITY RIVER BRIDGE ELEVATION - 4 • �rrr ' 'i- Lsrt+h of Clio• 27=0` /it i' /!' g IO'db++ ! GYM"A"oJscnon ✓a Ber N —byra—Er Mr's Eif �• 2� t J - Bart.h �� — _ �1 _ L At-¢-n/ O +�• SM. �• BARS B t 6ers Gr ri wdsr ti braPLAN Br Ab RE/N IS"AG STEEL (sem in c� ANCHOR BOLT LOCATIONS P=e• rZXO' 275 e=0' y 8'0' y/=i� G BARS F c d to 04+?I/;d• 9=0' y 4'�' / �+ O Y // s c' vs ar-o- - N�Bera J, S+rs E Mn O I bra E- /- Bra✓i F / 3 / rT , 416"p,/BARS C w -Bern at ° Mrs D- Oa - Conal✓ornt �' Bers F * ?=G"I C Bra F ; ears B r Bts N I Bars A • i1 Y=d' Kr Ar w A era B Bora C dors 6r 1Cgo sskos��l A 46l� / • 7 12%71� BARS Krd BARS Jry NWAr /0 SVrrrrexcdpo ob- my CAP A /e=o'ctizc CaT/rrrnc _ SECTION BARSOi-• Mow u,�y 3°0'Av !-0• n 6.rs L I A&W Foray , of b _�.'��F D rr0a�fEr Ao^1/an or /-(r' /- ' ✓c 2 Ber AI-e!�orW Lim. Bars 496"GYavd Bra G �.y E 's airs c Ar�rb arOv-T�ib BraJ BAR! N Bw^s H �'r 0 GENE�R.yAyL�gNOTES r Br-s M O" O Ora yrrpy I-Sam 4w7,fW-0•/Ba bv4v !-Barn end 40' /d"C+sbs P'd HAV 44(aMir�. C R•/S' A//CL�nrIf s!N/b Ci.sr A.O.4. wiWeMd GYo✓d L+�s fdv.d Liry � "� �Orsmi ums nt101y rYr er�Rrew�aMM rr rb mnA&_s of Lary v Lbyhycrro r„yrnf�T� } - AM'4P Cwew~J✓Atsavr•lAJ M A r d/A= SECTI0SECTIONA-A BARS N ,na-&-*.w9 B -s / bdius•d' ws yb.yr in Sac I S " !dDw � q LAN d Bra M t� C TE1taf NICIIKIr 0fM11TY[MT «VATN/V °`n'; d TRANSITION BENT NO.4 BARS Nr sera L -� WEST FORK OF TRINITY RIVER BRIDGE ELEVATION SECTION B-B BARS M s 1 • ,i \• `•�•ray! 700' Oaerd/Lend th of Unit•zJ0'-O" �� Sym ebttuniJ except as shown= ... .M•rt ( +1••a_ Pogo' #, Pogo• /J,O• _ /s•-o• /J•-o' d'•O' „- AF-O' JBArs E I C J acre[-'1 / - - JBa e E near top ofslab n n-J6 Ar/50 _ _ _ _ --- --------------------- ------------------------- ------------------ - --- -- -- -- - ------_-- -- - -- --- + --------_---_---- -------------- t------------- Tr--- JO -rp J9 sea s/lr•,!B`9•± 40 Bora Bf40 Bers C---- Y �' ---,7p.lEy O/1=•16jt 6'^J/Bs'.tB/,YB+raCl� �J'• .!OJ�.aO/tl�1G'-�!i^•J/Bars BfJ/H�raC Y 3' _ JO Spa B/L'� i cy c ---------------------------------_ _ Jd�rMte X7'9' J9 Bars A �• ID SpeB/P"•2B6` i17 Bars A PD5pe /S1„nPB'-6'•• Bina A PD.lps ail 5 AI ----------- ----------------- - - --- ----------- ---- -- ----- II Li-__ __ _ eIe er/so --- - --- ---- - ---------- -- - - ---- -- T _ y + 11 _ --- ------ '---s------------- _ ---- ----- I -- -I L - -------->'i` ----i V '-- -- ------- 1 '"1X'--. -- - - r--- - -Ir-- ----rT Bre a,/tw/awl ; ' '�I Bir, E 1 E V rtr4N/6w{t �1. f Rnr�1I1MI i F i 1 ---- 1 -- -- - yl------------------ --------- ---L ------ ---------- ---- ----------- --- --- --- ----------- - -- ---------------- - --' - ----- ------------- 40 ---- -- -- -- - - m. .� - - --' - ----- ---- ------ ---- y7yo.o aYafho r i y1�a. a a.nw.v ry .A Oih.m. C ewswnry�u a Gwnrn. 000 C -W CLrMw/on•bin{ 'i �'i Cendraef an,•b,;,,{ '; i'i Canafruehtln obint C 1 + JBas Char- daMe , y i II i i ' ---------._- -- - TI '� ---------------�{`--- _-- -----__ - - - - __ + _ I'a6•Firmsd �1 ■ 6+717 on Aar*ld* •Et bear' � Co"b not ifo wI/n Aw � PART PLAN � '1N , 071 REIM1019cm a J rffL I /Q`0' 1714• "IV 1710' /C`0' ,�, 69'-Q' �Lucd do Co.Me-•Outs=da Berme , .� �`o� /*,0•� 14`01 11 4• .}. PJ'o• /s o• l�a' /Q'cr ta-O' 4acer/on Co.&-air Gs*ms_ 1 I r +boa JNIIrelO js w/w .!'6+1150 ,76 Y1''/5 56n,150Q�' jointM �, . M'!1'!i�/llRd►t /h b + 9'► 6 i � //'a�'.Qa w A3 /Bam I B' 3'• 6 I + Wit. � so•-o� �-it�a(,cs t�+4ca sD�4i' only) ri'tocsFian Gsrhgt- { _ - viol _ - �' I -O' JQ`O'-- - -_— Loceti / a lP 97e rsol�a _ ELEVATION EXTERIOR 0 INTERIOR BEAM ivlr owall W&M hb►e.See Maio*Shmf/6r A st"r 976 { C AeeveF FT 0`0'A#Idww (!•dib. b� /tor Dya � d AWIAb .ofLmw*o / 6'HhP era A j�6 l - r aW be'r"Na e C s4iw A' er f{ OC RA NOTES•�• D *7,H10-441"diV in accordance with A.A5JL0 1949 /2 Mrlf $ SAsndrd$oeeif cvt v s drrea SLwpiemon{Not A//Concrete shell be CAass A.Chamfer*apposed FRAM cornea*'t-Aesm otherwise noted, Al v k SNE ON Al/dinenauna re(eh It Aa rvi &Po of aM/reio cwhra oPbe - I- �X�,.^1'L4 Cada ew••:wso/brwrin8e she//b.aeeu^a)e/y d1,&n*dandset AZ Grtr aha/noh'/,{/ to correct deKations on beds of Acrtland cement(dry or Si►7ja La Id nab' wneh comn/r SECTION D-D pasts). VIP ,+ �- ¢Q•__� J 7• oe, to we. Type D Qie far ns Anchor bo/tnuts aha((be Awswod one Avn/Mrwde bwred. sECTiQN{�'A SECTION B SECTION C-C Bea,^•°b,,.t reo✓re nw/camber✓d. 7UM A Oi.lhln Type B Qv�am 7�w C Qi./lun 4'• ' TEXAS HIGHWAY DERWTMENT /• 230-0 CONT. I-BEAM UNIT jV v (TOL-901-701) alas A v 29+-0"ROADWAY Nr CURBS � /v EV X1 rw c"' t• WEST FORK OF TRINITY RIVER BRIDGE Cot . •1 t AAM a Sheet 1.f P FG= FZF ALQlmLA:fi_7:az, IN j_j i- CAwm A Co 84 — f• I e• °0' 0.net w.Aa' r jw*et—"on o/awns.Jnwr/of t It I- //• -r�- �' t fwp-" *v w.yln,s!p t Amv ,av,of chs.-9. d e r-a..... � E. •J�7=6 2 !-0-� f /yaw • a '..y.le •/,/=7•Fln, J/' J/• �t� yq. M '� �- Lw�- °t gyhr j�colhrrs 1 ^tI tai • /q•.tk`br J P l Abck.r opnr.,�/(.L sem• Rni../n�a i /`a ' e�•/'� w s S _ cuI'eAph is /'-e' COVER PLATE DETAIL � �`y_�: raraj•JA!R JAr~. ELEVATION END VIEW i' END FIXED SHOE ii'"r*'• • �" i/•� II ,71rke�.-,er,r eo. 1-7 ,ant1,w.e /1 7' .Sr4^! Cor{owrd AW Ar}•ndb yL 4 'w L • r .7N Nr170 JMWAV Abf.:A//pisAr I _ P-a J•R• �h •fir,..d., AbcA.r Jns R 4;' �GoFlon,�d '•rho e ,Ar a /('�nw.r �e`I rP �• o. �° � KOTIOR R-R j I rolrwaeft-m M,hila 0 CO Nldu^s 1 CONSTRUCTION JOINT /w�. e..� ail e......ur e,p.,s,,d„fh„,rp,,A*,,,a„ti, I ELEVATION END VIEW DETAIL 0—t ON r.&Nw powhAww Oyu mf Aer.Arxhw&, 8 INTERIOR EXPANSION SHOE ass'For-wd Zr..:'. nwwwt&'+n..,. Aho 0m.ksQ^• to . 14 -. j• •�" C�/'✓. .C � oenil�d�r ,yBEAM a.SaPkLnC,nE�DETAIL Elldef AND DRAIN DETAIL Je i•Ap. k:,r t, /fa+f °►• (a,nor awril ��JA� J �•cb/Arils r , h :70M /PI • .W ntPeso 5"m , �h4 .J 11 Fi End 7 -P XSP-f8.17d' a •- Ihid,/Arit. Jim eked t tea'"as wim.1 Afar M/shulW~is arrcA ,IAn.Aba.Csl ` Atow:r,*M nnk/A b*p .—eft,ne.Awe~l J.sh.//b w.si of#wW t'AAh P/ ilI Avfirrn / F �• of ak.fnw., •.rwr rA.a.. .I.0 acn..w ponfa Jua..q,o d s.r.iy ail Arwal rd r y r •� Ar m+.eP ii�•rnwd d lm.a/.is d Ca _Ar~/b I mw,%W by A%w,nersr.•wnsn/s v'*' `- • 'n I b.0 16�F..✓f,.A/wA�Yr�. lz4 n/o ec _0 /he drflscA._o—,w6ow. ELEVATKkI END VIEW END EXPANSION SHOE SECTION THRU ARMOR JOINT DEAD LOAD DEFLECTION DIAGRAM FOR CONCRETE ONL'! t lam aim e. s f..•r�o—•rz�o• h— J V `t-ewn t • qt[/A I k to Awo.. ' A —Cawrr A! i /• �7',`°Ory _ ry� /•R �� Jt• J•• .,s..++��,A,r<-( a�7i• reno••at r�o• ARMOR PLATE DETAIL o TIEXA{ Ng11wAY DEPARTMENT - J-R h - ?-3d-(f CONT I-BEAM UNIT � o m m o © ® 0c�d-as-Tor r.,/sewa,/Ar:/Yva 28`-O'ROADWAY 18'CURBS _e:+ a a i P, i�u� Nbah.rs L '+ aJy _40w _5'o sn`p >n° j�°° j-al7°!p o-;�c.,.e.�"" WEST FORK OF TRINITY RIVER BRIDGE /P• /,�,.hb/es/n So%.R. � 7070- ,9i0`O' 1t7�0' .b+..f!'of P ~ ELEVATION END VIEW CONCRETE PLACING DIAGRAM INTERIOR FIXED SHOE hw.Aft.h�hrW sMN sh..d beied briar. lr7 L tO-a, ♦ I t J,Opan ,bnr s' !"/.o a Axnnrs /1 - !• - r'i End of �I'�/'r O''Rf'L , 12 c/!'.ay<o-a erg a/.o ew•c" I s' o }/ N.rr�iar:� e 2 T �1 T' T / .aytw/s t •/!'•Stf'O'-39 "J A ep• ,i �}/"hl�I.Sbr in L w ;� f W i » -' VIEW era-d"A.Awh so � END VIEW !� x /As �� --_ -_ t• sy.nwd,hirJ./w/r a '1 0Allshe.r JA.n b. EXPANSION SHOE ------ --------------- --------------- ` ` --�----- -- P '� T A Owfiv.n ----- AbAr�FieAd wrA!/b Ato 1 R.or.cand from aQ..Jem' � ,; � ,�• e/dvinJny adjwr rn.or�! .kuchwr/J/../.h co"oef I boo Al =- --ASECTION THRU ARMOR JOINTr �, a ------ - ------- ----- ----- SIDE VI& i - -- *RLO'.1210, MM�rt END VIEW FIXED SHOE t A alht"n , c'Avinwn j1e.A Orr r, Q RE/NFORC/NQ JTEEL 3Ers L ' i-fir..r f�.el.d b 'I 6 Hnwdr l+n{narr►Y r t I L Brwkfs- 'I Anerls^J A d9 •S IZ 1`e r j< / c---------------- ----- - ---- Jygoorr abntJ C IO J / sr T' / I'Jt'Mnw.fAara+ Lay...Y "--------- F• /an..Iiyds46 .ri7' t•fW'•d=0' O' I e,J - d• / — - - °• — Yl ^� I ARMOR PLATE DETAIL /t +c c a• �.Iwr PLAN RWASAee!A6 .m*or e Ar/ MOO— Aoi/a,37r.[aid&r AW fW EST/ AT NT/ .NT/ _ L.avh'wa. w eln�r/of rJ0&0'CbmA Jfem Un.r 1 r.,. tCAwn!4r'r Mwef a oft /br Cc b C4w.A Lt• oe . C ed 1iI/ .004 X ..�Aue+ArAw, AYn a S J FNAOcAw • .An.,Mr PW,nwvJ/rr • Lb. A9 { agog j Srrue/unN Z_ 1'/ 6/4•M /MMd Jt.Iris•ard.b ALrC/MWTE OW CWN. l ca"hwAar~/noiy fobr,uAv ELEVATION eA:oM1 y.e c.wwtion hrnArnd/b Jr. J�arvneAieN.bear t Irw.M �r a Ay LEVO•Rowhry /`7.7 t/M+rt� Awsrt6 .n,/SA «carcirsav r/ a r�* s yAw a 0y. *Lee. � J 1 °j /! 1 I' -- s+11F• .; ,}µcwLr�^.^r nh/. rr./ionJ A//eonovjle &)Ot by cNA"A c^w"fb'1 Errs B eMrO I cbaerrrerian Procedure Wtr af/arrucrura/ eSowsd oorno-J f'/reYas eMrwxsr nisA� ~4 a-ecMd,.an aCYW"./rI mNJWlrnNnr JAM/ N/o1irW+lgnt rill/*i l�/o rW1f&,wna slow y be nwer of /h. IbNrgn of rite berm flAlgo. a � coW-J of. V,Nig d.//eonrr'cr h.Sub9.quenr...rr.mJ of r--, f+eh aV.wr of boring#.wort/bs reew+fw4/ P/icoj and fn..sl mj al con A. ahN/M o d so"f. vismor"m on boots 2-7* Ebr#behMr f1j.P3. ,owned by rn.e.mersuremenrJ only, A.AwMj Por d'y IM ab/ArarionJ.rw.w,rbo.r- Axhar bo#n is JAM/6e bgta»/orae Ain �e`-O• r r DEAD LOAD DEFLECTION FOR av" 'b"°� mw ra4ri'e pomb.r:../. r"'.4AwAn.woof,tladw��aef jorr LYsdr tin u.r rj_"•h - �c'tc+w*i•i'"r`n" CONCRETE ONLY Abft:-%@ Jwr" SECTION A-A!d.1 Epmm.6_ To ltu.l }aa� L � ' 9FXRA N8NwY DEPARTMENT coo hwf b t N 40-0 I-BEAM SPAN 26'-0'ROADWAY I6'CURBS 4 /t/r,/"t' �'s"1`„ ,q WEST FORK OF TRINITY RIVER BRIDGE SECT ON -S SECTION - eyes E eARs c ��f.- E.r 6 Nd�_.r AOdt.. _ O 'Sri•. -. ; Iv. • /T--7j rm I4;__7, 1'0-- i-0'y _3-1e-y 0 14 7' 5 a 7014".24 ZW A son5hor 771'.7710' 77- 0 AC 1,71- ermri-0-M-Ancho,ao/ts— I 4-t asa� t swam ILI A" 41 -41jo mue""w"m Sato 8.8 1, Sock"ll .4 vL 1 11 1 1 JAn 1 11 hurt: to be by.A', -schim. awn V"Aams or HALF PLAN dr&�j (rimem IL REMOVID) "Oo AV :N%tA�D; 3 A07 rhr,0 rioN~be RWW6 re HALF AN by of&.. Airpoore-55��*0 4j'•IY-4' b 14% oe K4 n�*A#A/cgthn to vv�oeww6%w I = I'M" L IF"w" IL of P01001r. t P*dA*l P&MIS AAM r - - - - - - - UmmW=ARW,Am'ANOW of --Am - —,I,- A ' 'do iv cmm,.-Snl,ft"es-to Awes 0 15..le-w drAnwo-X-low" 1vuvw An cm, HALF PLAN OF FINGER IL 494 Z30,01 ConranHALF PLAN OF m w r,64 610-. wxft of wt -IF ;4-CO h�Ar./P.4 r D'a, x A#- -fm;4 . b few ad 7 WACW ACM, V-hmlAtf he ib Ambor I "*A best Am buy . Ar amspao* of Ad- I m lob#a j 01 mW Amhr comtmxljoi�t- 4' ow Avd iphr &I SECTION THRU FINGER IL I,-23-eaftum rt r4m&wh%mmwa"I,A*jmw�~ AT ABUTMENT BACKWALL *5' D� Y 1. PRIOR TO WELDING -4v,;mmt.,w_ %.,ev_r 88 A00M r�*plate&be//be sec,"t, MOLE Or AND Abl" 244 awft pol Imned�%-ft At, DIMENSIOM 3=" -%'*A AbAn n L 3 AtAms in 1.&W vAnTMENT b,A'-#w teat ho/1.80. ly, VAM Zm 11 Saw-rionye AwWld=HbAmm Ad X. 1=Ab4r@ m fimmmm rEX" MWWAY 0113 1�t� rAs," owppe, • #mr ram a y w_,-I lr�,vv 'he bollfts off with he Abut I fep(70-0 STANDARD FINGER JOINTS of the 6,—",pis ed-A.4#jr SECTION AT 4. OF ROADWAY HALF SECTION AT 4. Of ROADWAY 2W-O` ROADWAY WEST FORK OF TRINITY RIVER OR th='tunny At "Ad,, or chp -lies DETAIL OF FINGER JOINT DETAIL OF FINGER JOINT V F1015,11101 Irw a! o"'he* of'he P/.,#. FOR ABUTMENT END OF UNIT FOR INTERIOR END OF UNIT 2.10.0'Cont /--8 m Un%! 40 1-: - n •��End of rte'/rLr meeswamenl 1-: Erd d G-f. and R4%/Amot S fns of R•r/fdr M.wu� / p. ficin _ .Sse Layo_vl for Localim of Posts= •,f-"!" .b'� Fiq L4ygt(/_tor' R%/_mel Sip. 9' h R 7 /-R r -Rel /2 r eO 7•(Amsrican Ste derdJ ... t SEC.A-A 1*j I. A h r, , ALL POSTS SHALL i� Top of Curb EE SET VERTICALLY ti o urb i }+ ^ N NN1 N 1 I rj F Awhl t ABUTMENT I SENT 4 ABUTMENT J i f 24. ELEVATION -OUTSIDE FACE I F a•--I # '—•i � tai/ c, r .-------------�F=�- ------- �'R a•:� celbend v I AW*m C1.w.hr 1M/a I f/1efn�ya end shoo R•2 ! j i I I hyeL ( fill At 1sti s Ae ' bo Hr aiahs of - w �I�^pIlI _. -- — - _ _f -+- ' �L '--- - - SHIM DETAIL RAW - i �I - '��k 1 -----'�-L�J=� •~- ---------- Caxi aI'..M:.pr•P°rr) Fiae of Ari/ • Cul F� i I = s�l _ _ Cu/F 3.� 314'III Cut F i Far.of Ra/ Tt I oENERAL NOTES- • Ra/1 eechi . W he of Fwe fr'd Ar111A. I ♦ � `>! y /'-7• SPLICES er eanfinuous hr a r•uwbr of parr/Ahnglha JAw.4 as I .e! • -�• net to.steed JV-,O•A* 0A (lAbs.alb/.n✓ • `t ♦ All anchora�V temp, m,rir/rash'nQ Ao t gg 2-so/ts•"•J/'-7• nine, —he's, shim Me, ;Zlb. "n !aetsellerK \t Y i; S .Shinn AU.u rvajd lbr (2 Res.Nah aaed 8 area hd boNe, are sens/ebvd parts ai 1 ehgnm.nl(Sw ihw'/) weJMrs,PAW JMsW rwlinnpp _ Tial WA/ •"'. •:• - :.A.. - - I { --r- . - •: « FRe kbwer 3 �, r x "ti 7ecA w•/d &Cute an /e.nab of skewed JFWP simoh,lhe -_ - O _ M�ee ''�" .+"G wassAr, bwnf u fo om,,db a mesim m penefr460n of be/f mto iY/Ayw. sab,and ro prwAAr AyA,Iy� '.� �::� 1r+..a;. ` i °•� + ♦ ,. - I,•• a minimum urar of /f'Ibr the bo//, /PyJ :. ':y 11's I ♦.,;* Al pun wMn rai/Yrs ehannr/is+ol/ie+d Z-0. l4Jih 's 0'-t' + . (f'�1 d ""Dip W oP.nme between ends of charm./ end h9hhn M•/boNs and then beck off �;: 5 •! FA with flange •a a turn and burr thread. of post, Eek n•M � ♦ .r t t i "d Rai/Post anchor bolts, null I washers h- . .,1, M• .. See J/M•h olrfaib N.•.' F 4hall, after shop febiicalw+, be cedmiu •� /Y Y. I N in shop a.irhg a fo• i f. Y J eAsubAr res ld ji t coated by 1M Gdyli to 13vooss in accardence i. .. 11 r0 • A,. ' 1 grawld smooth. may'+ >i� j+ with A.d.7M. Spec. A/aid TM M,ckness of •. '+ •_ F + .t x333 coaImvm coshrap applied Jhall be a mini- 4 .[- I —a of.Aarnt A,'Fi'net w.Ats '} +. mum of 0.000 ineh,a &,&h amou ,,M ASTA/ ,.•:(A NSIrl. %j*I I AN fbsfs aha//br sat rrrli v/ly. Spwe.CS7-177 ` a•�rhy i• LY , �� tl •, E TEXAS MGHWAY DEPARTMENT ia STANDARD RAILING N c 414, ,,1 TYPE 11 (IV ODJ '-'L- 1 rr 1 • .,T.;Y.;.a-�•�(JF Aim NO,e.rd/ 2- r i•4 r-!'(1Mas. and.0 wshe�i) - :.. .hwMr,p/us shrine (1948) FR.M4's O'-//y�.9Mp waN l-pt-/2!-ll.B• _ SECTION- 9'CURBS OUTSIDE ELEVATIONMl rfrpl SECTION-18' CURBS � ;,'�r - ^�- - sf _• N r 7•M w M.+r.Y Orrw Glwj llrrclr• 1 1 f~ r y,,A ars 1 1 rASLE O/ VARIABLE DIMENSIONS AND QUAWITIE3 a—W+ l,• '., ..q 1 r qrOfAL amrir1r! O.A r I _ 8M►NA /rr/NOWN / N 7 Y I L M 10 W NYr arftL COI.CART[ •' ^• '^ •n a Vsw + - r r ... . Ir.O_ -7s•J•• f7r u✓i1l�rlT 4 _ -!J 1 1 !'/1lII{!I 19• E972 Lb to so CV. 6YlLI I/ODCI IZGOCY C73CY • 1 { Abw 0",PH—drep rD•00 .eD u[td— s 1 as a ♦aa a eA !r/K N8/ LI It/$C.r 4ee,1 OeNr go" O33cY • 1""- _ �, A1.1�d11w••�4 Ar.J 1..� '19•Ir1 ",^� "�•��•-+ J e M a #9 JOS fr •D 0481 Lb 17.10 Cr 744[r o33L, 9f01 oncr ��•[. c7+I F L L L I' _ �Ar//AA.• �.1AMa ,O3•+46 >D O UP • 1; /A0 a,a 3-9 offli 1119 Lb t0M Caoescr 19ttr 1,Wcr 0"C s '=1.MAI. ,wave +so ilt D,.... • snl Fib bot Acns r 10 45 79 Lb. to-M cr to asn Istcr is MC —0 ssc era• kl # • 1 r er. ./• BM LWS BARREL STEEL L r.A ar. I c� ..— __J .�---a�� SAMA AAAA/ eAM! AMI M -Asn�M LLrt.Irr � � I +-..L� ifafitlM � • • • TYPIL?AL LOM&ITUDS 4' 3LCTIDN N OF EETEMs10113 a • a.•,.fi.rr D.x ow.c roN s• Pn r. rs ! I MR, r �. 'F. AMM•.! rD•00 fl Do Pf Tr Pr!rI P n 4 r .I 1 so 414 A^rr D• r• 7e .•n is or . .r ! H jr 7.91t 0 1; 1 - �,. f•-' Ir"t- *•� lal•Hs V. a• 0-6 113 Ya If MII Al. 1 \\��.\\\.\\ � „1{-�•.-�_'_'�_ � -..,.. rea•1/a • /a N•u s i•. It, N T ♦r rrWAA�L y►LAN&OTr1DM&LAA 'i Y•`xx I .♦ , 1 • ~r�a•r p -� M 94 Ir CK77e7 iA171MN• d r • r • -- -------- n•3s! . Ir r1r 1r•Nrfra, •! ra.s f is 141 I p aww,a r r4wmr / 4•r t _ ----------- t!•oa 3 Ir 7n- rof.Ir n r1-f rM-I t Ia 4 sa ! r sr I W•I' C`1 - as•us 3 r sN f r wr I4 rlar a as • f a t r rr rr err y € •I------- 1os.44b a 1r 7a rso sib Ore• t n 1' 4 lI mal Mr A'•' 1 a^A 1sa.1sa 1r 7N1-1311,411,rro 1-arr4ae e n r 4 r .D arr Mr r• rr A 1 I I ers! /•4 r. S L1 MAe A S�I • Sl/ M ArsO Va" k 1 " AA _ Mat. MM Y ago"M � I _----__ AMM• �. ! .. 1 �/ .•� , T1rPICA1,PLAN TOP ALAR- � // OLMLAAL NOILs,- ��• ± i ••• yl.rry RW.Anby sled ° All cmm*4br a CAM A-.All rapasad Carwra~b.CMM%F f W. �Yliy b r..dreAO Mnl 4n b n.Rlra d 6w.IM►r.bars Orr Rdka/ } t 6,06V '/ a JO d--h,Arp ahMl bep. A JO dr,..A.A p M!b—pwrew In/Ae,Z 1 ,M ✓b f-.01 bre o.w-40 RN M LNyIN i� �• ' P b.r+oR,—.q wrdge.i.f dedm& c . A.l.Cewr[Arawh.d�rdrr+Ya 4+dCdb'b =U- ' _,V► err=6",dre he A..•b.Yd AR b*a/p.1ov b/d/r c #s CAN&A Cow ft fw IsA.,WM JNw. I-!A•-I/dy.w ea- 4 ,/ err tlrsD ' "' DMILB PIaRf,XMNAM " •""""•""' [MdarsO EX/aT/M9 dC�/Cf/LYL9tTd•�eC�/eNbtua-•fwyv N7NOa i• ,F &—I- era A s Al/p MA000M smmt 1 [/•JLIo M•M, p•N.1, AM4.4.e AM•,Aa rrPN:AL&ARM SECTION TA81-E OF D/MENS/ONS AND QUA N 7-1 TIES FOR TYW TYPE A HEADWALLS TABLE OR D/MENS/ONS ANO QUANT/7/ES FOR TWO TYPE ¢ HEADWALLS y�"+ TABLE ./N .....-F RTW_ TOTALN TABLE TEE N / / -- TOTAL Q i ` Of - e,BARS Ai BARSET"BARS F, BARS F? OUANrmI �y�j�p OF BARS A,-Ar pARS B_ RS 8,-B• •2:0"BARS -Dx BAR!E BARS F BARS O BARBS 0-:0. pS e LT/ /✓C O/MENS/ONS 4- O Abp118'!14-iy'e S/1'S O/2'! STEEL CONC Q?d D/MENS/ONS 1i'00/2'- p♦•/e!4.aO B/°'! 01/1• O 4- O /2-/fe O 1�,'I B/2'- 1-16• " jb- �b- Jb`OlII a-;b` +b' 400o Kr' - n f tn-t2esICY E H-W !nl t,Ary�Ni,WI(,n'YIt AbSrO tAH/0 A17&1. IWt LIS S. C.Y Z4� G K X H 1 Y W n A, tAIWt Ay /h.Wt ,1v /h Wt Ab Wt Ar hWt M,Wf Ah h Wt th Wi. Hr / /?• Q'9',-9''2=6'7'0' /O a 2:i'a OI / i/t •i 'd,2 9B /4d / /2 - /? ?-4-I'0 /-0.12-4'2 2'-d' 4 G 2'i' G - 4 5_ - - - ?O /7 a 0 P- /2 P-d" 4 6' S Q 2' 95 d? 9"Ie/2 ?-/ 2 2 -0,d°6•/31•. ` 64,136 4 27 14 • '34 //7 /a/ 2 AT I'2" a=2' 4a' G e d - - 1- - - 3b0 32 /2 /7 4''-6' 3 ! i•• rob•/o'1/O /701 4 /0'I 43 KI ' J/ /6 1!9 /J7 2/S 3 O'O' �G'O' G=e d /0 " 9 - - - i- _ - 47 /f P! !r•I" /5/ /40 1/2i/1?•la' 12'2'1 S//d 35/d1 44 /SG 21d 4 T-0" 7=/O" a"2' // /P // - - - • - _ - 7=6" fi 2v 29 d°P`/2 9 /O/ 75 / /S•.-•/7 - b 9 TI/'33 d21t03-2',25/2' 3'/ 3/ //O /d2 / /S" - / 2"7 2=3'bi'�3.1 4 3 O"e i 3'O' 7 4 /'-/O" 3 d // - - 1'3` /9 a 07=5 /! 3°T S��/'3'/O a 3=0" /6 ?'3` /IG /3e 2O- 0a•0'2'/5 Ip'2'4P id 1 13014 • 37 /33 124 2, /-d 4: 15°!" S03'1 N'e 9 - - db"3a /P /9 S"•` 9 1 ' /74 /57 3 /A9' P'S"Ia • •V�,S�S2/Gi W At • 14t ISf 2i6 3 � 7-yw: ,T d 7'6' 20 10 // " • _ _ G:9•SG N 20 . l2 � 2/4 I/9d _t4 ! I L5:0'N• 22 N=a'�6//6 Je/e 'I7 /77 509 4 9: 9'//"' 9'9" 26 /4 16 • - - 9=0 75 32 /6 d AS -/ /2 129 / /'Af /'9J'p"9b" 9'1'N d 31'/I 99°2' tte J'S•Ii N •O 1= /e• - /P-2'//'?'C 2'O 4:0 4 !'p• /O G 3=C d 4 %/O' 3 e // I /=0' P ?-7 tt a •0 /-• / /2 3'"2• t77 /55 2 FFFF'��'''"+ ' /2=2'//= /d 1 //' 19112 50 21'' 6/ /I9 270 P If S'7` 6'd G'-i' /7 a /I 5'3'44 /t 2/ 7=/' // 21,91211 4 I Np'14 t2 1N' f0 T/ SS df.• ' 107 2/S 3.2/ 3 d-3" 9'4 9'1"125 y 7=/%GI K 29 9'9`/S -t 1 /7=i'/7=T Z6 x/71 78.11 • ' S9 tl11 • 171 240 373 I _• /0�//" /20 //=/O"32 N t/I• " 10:y'dd 2tl �i_/P'= f I 'y • 17C�f/62 1 / Ras !'I P'O'!J'/Y-O'//=d/e d N,41 4`//'79 223 3./7 / eM r- /!!=i•3'di3'O 1J'9'Yr i j 5'O` ?O'i 4=0• /O d /'-/O' 3 a 1// 4}/'0` 2 3=2'{Pi a 3'2•/7 L'2' 9 !=0'N{KI 3=5`37 4'2`t� 2i9 246 3 :f'�• ASS'LS4't3 r5=i 63 eta fi T► a5 253 389 12 • /'S ' O'//' 9' a=5• !4 p •" /7 • /=7 SS 2 25 9"T N !OQ !!1 4 Mi,d' AtV 77 7!N 92 801 461 3 M'4` /t7 //'p' 47'K 27 • 9SN aP 34 /3'O.20 . 360 4/a 1 / tom• --/r•.9'�111 11Pt•!•!/=/I • ' Pj://'9/ • 7!.171' 9d 3/6 535 4 /3'9" AFO' /5=1+i/127 !I " • /3S"//t 42 K S'25 - L t d ! -0•IN?1 N-1 t/NS 3!� Sas - , , !'-a•19 5=5`12! 1IS•1iI I3 I • •I 1N'-� }I 3'A.f OS A?6 302 4.3T / 3d= /P•4'/'!'i'�4'-O'Ti a f=2' !!-/ SI• /2 d 3./• 9 /2 •0 1N� J40 350 WV M ' ]f 9I.#, /P/ Sit S.M 2 /'d 0=!• //= 0I"SS /1 25 7=/%00 K 39 /Y-/'N 435 100 +4 IN' .14. HN • AO/0/j /!/ 403 bIi 3 /2rs" 6' N'i• 77 b - 37 • • • • • • /P�/'/O/ N 59 /i"3'M .I ' '0` /// /N pi Aft 454 72V 4 /017` ,b /a-a`/00 m SO ' _ _ _ _ /i=!'/.!i 70 ZO-5!/ 1 32 01 f�• i/r�/ t' -I'/-O N Ni !9 N. M f ///324 i' 309 140 / 3! I 4'd'4'0''5'0`19=3 /Ol 7=4''49 IS 6=6" 94 4 3'-/• 9 /t // d 2'1• 7 I' 3f 0 • 1= 22 9 d`LS !° I!N 3'-//•6! i=a'tls 3Aa !2J SO 3/ ' Af0 445 789 P •I4/ 9'7• /444: '1/2=3'I d2 N 34 '�IT 9=3• 77/f 45 N=7?2 I I b 2r94a' ` 2r1/// • / SOI 9.37 �! N'i' /9/ •/7=2''//S.2n I9 • 1 • N2 //0 N • 67 /9=i"29 6 _• !/:0'31:f 17' _ ;5'/3/ ' /aii Sff 1005 4 /9'd• 1t'-/•N7�Za • /d • N'S 37 1 021 =SY - ago- 2 IF%' • y2'f0 30 /!I 7- l7 ./O / It'- / S'3'4' ;G=O"%// %1',dmf'6a�a 7'T t!/7 4=5"207%i 2/ /2 d=3'/S I-/t / 25 //'S"/7 6=S S.1• " Z'7e T./ !9t 142J 2 ��,��I��••��I ?' '!7 Po /!i S3i 9511 2 2.1 N°I/' N N=?'/N'K 4S • ' p=T fa K SO/T/'2i SI/ G�10 •I ago ese -w I• t7 7 I ' I iO3 //d17 ! K'7' 27y1i ' /9=0"✓S9 fe • 1 • 1. N=J'/!I N • 75 22= !1 • Li4 A0H _ •K'f' •Y SI" '!S/ Y t i70 /!td _I _• IY3' 1 eb' •125=6 Qf 90 • 2/=//'105 • /00"1 43 t 3• H;6' :/ eP7 /074 /14d'- STIO 3-3'r 7+0'14"9 M 9=0'X90/O d=/'31/? 4'S"TOi/f f1/ /P 3=I•%S S/Y 4 • Si5 3 /!; 7'-i/ I'•5"91 9:f" i76 OPS ./111 925 /3O/ 7 12�'S /23' /S //'-/• /SO .99 K 90/9'Y?9 Q/ //07 3, X /Ot! /SI! 3 /e=a' • I%= _ '122'6.11/ON D7 /a=I'/53 /.0 A/'d 39 /071 A109 •f II}• N 7! • LE //27 /777 11 PS'/' !t�' " 1a'//•2701 //i • • • I N=9.807 31 /a/3Y.S I9 /3 Seb ••I••• 3a--9-!• 2S 4y N i!. I 970 1107 / 54�- /S I-S'S= a'O'N'f•/Gi/O'p'%/f 9=i' !If /? I`-5.20�Ib X 77 a'S'c 7 '/ 5/ a -/ 43/I' zz e'9'7o 4''d` A9'' ' 9' /e=2'/941210 7/ /Jv//P 217 /1!2F2'33 = I I4S 7084 f0• Ss//751 /eb/ 3 2/=/' �29't' •25'G'273 /O7 ' • • 'If/7J ' ' /9a 29'6.44 ' 1107 /!� t • IIYi' 7 • ' 1 A17 K • ND, 2/SS 4 2V3 b r'132�AY 35/Po /4f • • x=/'231 272 3frA7 55 •I • • • /367/71? 2W0' d. I42 0'9!97 Zl' /Ii wtl1{�r7•S' ) %/21 /SM / id 7-'0.6'3.19'0'wt7i N,l2'O'/141/0/0=i•39/a S'9`JS'20 P7/i 4=S•27 1=a AS b 411 O'S 54 K=7.25 9'/P 401111 'NS//'e`19 g8/ a// X•'O` Se�' • J014 A0 • 4 94 /277 /a SS }2 .3'd /S=0' :P+j: 1G'0'140 z e7 N'e'/2t /34 2s'Y 3e ' 1'bd,a.7 ,111111 71•1 d AN • N //4!S I/.I9 3 't3'O' I �` Pa=d 37 • /PI ' ' • IP=d/d9 • TN 12.7 49 •�dCY-0• 79 I• •• //M /S90 ?S 2t 4 J/'O' Idt '13/'5`4 /74 • 50W PSG ?%4/0102 1500 1N.42 l k - ••f/ �+!I f R-9�,N/ /N Ej1 T//i4lIR 1!/3t/ /771 / - /S 7=7`1-'9 00•%Fb /3'2'/7f/? //'i'S2 N S'9.35'24 32 V S1;F 12 7:3' i0 d f4/ Sa 9L5 1 4 b=/' 9.10 .f//A�K.�IIf_I• II L if!/Ieb 2/49 2 3'/' K'1' _ '1?/:9'29/ • - • /S' /!2 NI N'//10 1 //29 11/!SI ° •I• Q=I' 72 •••h' M • • 7/t/ISG tSPI J N=9' lit/ `•30'4' OS /47 • • tI=S 104. ' t3/35' 53 ' • /459/94? 4 M1 f/t!' ,d5 • J9• _ R! • 7 /110 1905 I • 33'd ;/�' 39'e`SlO1JW 147 • • !10.275 3/4 I5' b+ 1 '1 I •_ieoeJv.fL / 7 4-`O• y /1° A// TjY10rS /Lf' /I!7 PDI2 I 7 / 4 2.7- // t N=1"2///7/3'- Sf/f 5.9"3S 21 - ib f1 fO l 3b,/2:T1 Af 1 S, l4a�K'.!'rf9 E7d //3? Ila 7 /i7a 21M t • 3'1' /7=! t!'i'315 iM //J • 17=0 /dPM " /SS 29= 44 /25! K9/ 7a I d /7 1155 20.01 3 ' 211'/' ' 31 A7 IaP • /79 • ' • "; 2/0!P140 Ja'S Sa /i39 2857 • •ACf=O'fit PJS' 35' 895 I .fI/Po=i'73 2030 20// / T I I AN W' �� 6iY8T 1 ' •n t 1_ IAvif C k BI-sD»,4rnu bl./SAaoO I tt /.L�` � � .�Q � �+ L O _ 1 � - O BsW Bra vi.y. B+•7 DY-0• 7Ail obnrv� 1Ms o6nwnf.a'+ ♦-G.� Y' � i-�� V`d1 1 /iaYKrd/=/•�'IEr inC/naMd d'7'lbl• _ /1 _ / \ �� `1 /I B,+s F, I , i i / � 1 Bra O,-o. Bia W i aueha.c>n/niw er elrhAutdm,•.er ' 411-Fe Vii• I D i 4i 1 0. ; O+" ; 101 i. eA RS A,-A. 6ARSB$61-6a BARS C •moi �� • 1 ` BrsS Y OEA/ERAL N0TE5:- • • t1+ A//c-1,00.sri+/i ds C/aas A A///rpnrd \� ..��E,i-a • r - - -1----yy 4=. , �� • AIH. cnrnars SOI b cAmmlfe:ed AV 'M i 4' I 1 e - J. pool nilly st"I.?W/b A�•dd-Ith thr can- I ELEVATION TYPE A ELEVATION MULTIPLE TYPE A -=E-�1 l I`I Bras l�onolr4/t' tv of ttw outsdr of bsra rfinr.,tn+-w+face � J ELEVATION TYPE B ELEVATION MULTIPLE TYPE B°tea° °r �'°M'O3t-Illl n d.A",,40Ybrallbra�oet 40<D�n e,�tnww� BraA 4.SECTION X -� x ,fgcwwdA7,"rd.•4:14e.row TEXAS HIGHWAY DEPARTMENTsxt�rr/ CONCRETE HEADWALLS ♦ LS4raE ; 64ra F 1 , b4a1A1dlo bAr'GFrnhtw aA"nrr °rB.aaCA TYPICAL WING ELEVATION FOR i o� bL E" BraOr-cr s� PIPE CULVERTS � W WW/1* , _ >� BA''s a Ss 12 TO 72 INCHES IN DIAMETER - BARS F/ ------ - _ _ --y________ _ ____ _ _ _ Brae,-Br ^Brag 't�»sf.✓t CH-II PLAN TYPE A PLAN MULTIPLE TYPE A mac. w^ 1-�r'� w ye4ravr-w y,`e4raA,-Ar M AN TYPE 8 PLAN MULTIPLE TYPE B °isd''A` SEC.A-A "Z T -" 1341 If I y ' I � • �- -----®.._ Conafr✓slits � _ ____ _____ I \\\ / o _ C. NeN Thu pihan dM.nN.cM.w+l TM We// - b ______________ l SECTION A-A �` /. / � �I � wwswhw,✓I t; TYPICAL SECTION THROUGH rr CONSTRUCTION JOINT ~�� i A►�sMr,nf TYPICAL SECTION THROUGH SHOULDER DRAIN __-___-- b •nMrcwwn/ Qwlihaa/r,seovrr.Orun N r nr4.WnI PART PLAN -PW Jhn•.y ryra.l or/Lar d billy •I, L� GENERAL NOTES AbAl: TYPICAL SECTION THROUGH eaaen,N--W1a L7lao a a,Al.. dlw.w.M a,...ew as Ma J r.ay�cwY JArrhlw Lwa AW r TOE WALL Al W 1 ba}r Z �Y"ea it u Ar d hp d sM - 41* iA Mah ,Ad/Mar aeerafr with.ysillyd•Wu- air ian Cau/nehM josb a w/6, h~n wd.—d br Me [quer Mpw -M hne,rd *aa A—5^ ar Nµr.fh,e1 1.n/w shawl.MArw an JA"A r Lits &Wpr Lay—IF -%Mt -� ------------ ----�----- ---�--- Conafrue/ion Jwnl� I Lr f i NnnW end d s�/� [MraYdened g TYPICAL SECTION THROUGH 1 •rev�E,ha.,,M I 4 t�/ %Ta✓/,har/ z a RIPRAP AT CAP ff Frra/Lre —f i ., TEXAS HIGHWAY DCFARTMENT I CONCRETE RIPRAP e Aw NW/ i FOR EMBANKMENT SLOPES AT ----------------------------------- : ---4------ BRIDGE ENDS ELEVATION AT END OF BRIDGE RR 8 Jiaw' Qrhwh d AW.W JAI— F A713'3(3l 66 L r —~T- r.w. �P w RANT�Bf d Q 5/® SION a,7 0 • al 4art.�, u BdcA ANN J*vp-d SIGN A-4 (Al"8-3 lf^%Wkvd) 11dW&?::P" YostrYRICA4 -- ----- -- —A GATE CON.'rQCrIW: A-ger) A111V FOR BARRICADE 'A- u ELEVAr�&V El IVA 77OW u u Anvmft cmew t!fv ft�ff. o , :4 wfhjAw ww-mmw&"pow BARRICADE "A" BARRICADE 080 +G /P=0•Minirrwnr 0 0 'K A--t W,.Vh SIN�Wn) 6' • PLAN 1- 8-7 5 5/dw 6-1? 4? o. A-k SION 8-7eco 5 V 2'.s' 70- ul ELEVATION /.Oft*-A RrIY PANEL STAND ASSEMBLY BARRICADE wEO BARRICADE "GO BARRICADE wD" seaa taZ cw CITY SmEm ofty Ie'-o p"ft Z 4'� 14 7. 7 �VERT CLEVArION AELEVArION i ULVERT 4f' $1 C, wmo2;w FLAG 11111A T STAKE -1, MR GENLRAL Us& 9 PLAN PLAN ASARRICAIZE SrAND Y4 FLAG STANDA7 FLAG STAND•5 W4 P-f -r--w P.-.* A0 34RrAt,y --,W-WM/Ad^07-0—Ad.0, t.& low N 44- aNNER VtrAli PANEL FOR IN,BII*D' POST FORWJV BARRICADE OF* aAk .v Abfld-&.V— m* TEXAS HIGHWAY DEPARTMENT -,?' • "a i�' 4 30 Mao' BARRICADES I& WARNING SIGNS JOE AV--Aw SHEET I OF 2 % WODIrIEV STAND BW-46 (I FOR AWRROW ARIOM jrp/p/mG MR SKEWED PANEL UWAL SrNIPANG DETAILS OF STRIPING DETAILS BARRICADE *F' STAND FOR'&�(OFTIONAL FOR WfD*) _POST BARRICADE '1 ROAD ' CONSTRUCTION USE MARKED ROUTE DRIVE CAREFULLY ti ^ � .� MACH IN ERY77 TEXAS HIGHWAY DEPARTMIENTii L— ry Rc$ ` � A H FA,D B-5 ,a ^� B-8 OCNfRAL MVTfS �+=f4' �' �- •�• •y Qsru,oY A'sw/ rr do ay/nr rad Ar.�/Indfie,d h �_--- - - -_ -'•1 •�. 7 .//uc pf Axe/IirfY.r. U D"ilv7i 9w u�.d N w�oY dl7,eclian p� d" 4a+nr M/MWiie wMn co i,frWAov a h pp��yymr obr�/xyr�r'ayFr Mae i v N ® ®��T I®N `\ wo �- Grrkaa,E yW/b uaM b P'alc/ary atirrrr Irvfl'x d 3hM i,a/ i ° W A 'C H drfour,wiI/rin/nroti ar d►-rnuMv se'r G'e„-ricadr-C }- fo pvaNct Inrriic ild IM'rdury j Pa;fro✓/d/M raAMu/i,M/I p fo 111=11,and wNnin fM/,,A;d A,r✓O Arrrca,ir i�./�a t i \ � y„d of 4r/..rh�+d E✓.�wr wMn r,✓I�'ASM T ,^° Q FOR a u,d an/y , eNy,f :� B—� q ; �- arcfp•N d�lfralt,a^a/M4rAr rrrn M lfrrrh�M.'gMA,.ryry Q ,rv.6rnre,y C'wdA,porgrr.,M,/ .yPr nrg•M,rlrrrhAW i6't. a} �`--/—'—___ �{ p" •Q di►cs oaS LOW yTRJKS f r,d fd .fFp./�yyTa1wMr,r,Ny.,/rr.Mf,sw.o�MYi✓Ar.IMI�',rrw,C,t.w''dFud,A.rI�y',d/.1hV�wr,fA�I'✓r,M M p/roryK�1�w OinN fr k h �• /2 5�' 3 •,,,^ •„q is to mf m w A f✓»rir1/N rvfkrrar �.-/r+'y ' N _ CONSTRUCTION v P wNic,,,ow/yMi,AuW br nrnliu�r/m carNn�ws q,r uI rr A++N w��/ DRIVE CAREFULLY B_7 B-9 � � Q 6w-rie+,Y,,n,//a eon,hucMrdeAw,,ard.t,Nw•M Ar fIAI Q naminN d mn,iar,aAwn on/nrr Mw/,aa/ !we s+Ar,.6ari- eaafr,Aft,//b d rir,Fc4„worA�nnMip,MiM,rrlima�+"+1�a b,P-,n/rd wNn /Pla'a'b Mrid d wAJr,Rwrd h aaurr ll+r- ''R ''My rarer ee.wyp, a cn,rornr wAN+ca /n ne C~,✓✓/AW"W rna Coad, B-3 REI-5 b uad. TYN rinf hr•brnasY,rrva„(a+d e,..ic.dr'L7.h.N s,rr.F.•••✓ band of glow back P,.nf ,d March wrlb+n ''� • a'//�' Sin.rasa b car,frwcfd toi.no`��o,a'am.,,.ora.d G'-3 �.I "� aekr srd es 7-,-r=,Lim)-, idaf S n:7v ry w7✓e•9,l.//be Stsdrd rM YNAow. A//spm,I," 10'AdarJI10 —r b ndfctrl{ed ey a.N/.nir�fn.kft r,wim r./hcfor burtwo,,a by P-ntlgg me„�.m /�rornrd or ggoro..d n'lict,..mAr.,✓.M,gro rq��d ' D �� A D LASED Q Q ,/N o'7' a m�Vnf�,t//a brb� rr�a,✓ ./,�.v a�s+rrr- b i/x M S D Sfaadsd,„ahcr.n AS/Arr.w✓d'/n,Mrcf aar,A/arN,naui ` Parf/,/94i C/sar rd'/ecAr buttons or+ppraNd fy and a.Nw/r l a�g T O T H R U TRAFFIC sIW/b p✓acad a, ,gwnrd b„d.tm /'aw v a not e,caad R6-3 'A A'a•f- �RB-4 /'inrhr,center b cmAtr. � Brr.c,du ak,P9ned b egw.i•�a+d Hoar,saagrd'C'a✓'f s►,/b s,r1Yd.ilh f� �-i��r. w,cn bs..radr�.d jr.n a coda.or N.r s'�f' -�• L�lq *+4' TE%AS NIGMyAT DEPApTYEMT rod's1ctBARRICADES 8i WARNING SIGNS ROAD L®SED 4 V ® ETO U y �•r SHEET 2 OF 2 v r:ri BW-46 (2) ., RB-3RB-4 t POST FOR 6-7 STAND FOR 6-! p•Y , II t e a1w rp i r.w..aw.wn w.Y Aw rr+whn rpwle. .,r�i I.' /Yl• 1�1,-.� r V •/rrr"A►rrrr A„Y.AYI — 11• .4..s rw.l►r r•ArNr Iw r+rrs b — --- .�••• Ir . . 4 V" �T / L�,. , enN:Hens.s.ee. /w• • rvrwr�Yrrrr r �• '.l r.w.r r i /wP/IIY r r r rr..w AIi.Y ' rw.Y..r/Mr..rr.w LECTION TNRU TOP OF MARKER �i • wAwrrAer..Ap.y S'�'� b u. aKlols*� FEDERAL AID MARKER Nbsr SECTION AA rrrrwrrrr/I�iir�""~ r w.Cn..Mr !."r AW,* �IAIArr•r Aw 1!N/"%=I�q,M A"Aw/YV y YIrprrwAY.r.//'r. /A"w r.r.prwr.lreA.r..l.Ae.wiN,AA.rriipnprpr."r,YrYr.M ar..p"wJ2. A--Aw'.7b �� ,yw• 0-411r r ..~Mq I, ~Atmm.W H /M A - ri r w rsr. Jt 1 ftw4gwr•.wr WA Air rr /r pM r�r lY.Yr• ,. 4i• 3Y'/.wr.w r, L nl, TIMRU M RKSS ER P..I.ow LME y y 6fKAIL A77FJ: i1•/ j /!.n-Av NM.w.Ar pY.r.r A.y.../N..Y.Y/r �' Aw �,I M.•r". M pA.�.Y r IIYY's rw wrw..Yq rai."+n w pI4AyNW .►AIM.I.r."IN7 r..F+YM.. MpiYM rt....e/M/b MN�I�/i4.M.w//'Ir/A a r" TOP VIEW OF MARKERqw./wyYIl rA.w.YrrrA.Y A.�.I.1 A ~A.p.rr *.W"r AW pries.M A.p r Aw RIGHT-OF-WAY MARKER-TYPE II ow rW*r-.y Aw—Y...r RIGHT-OF-WAY MARKER-TYPE I rw w.rNr.wwire. r rpNMr.r b�t•A•"r TEXAS HIGHWAY DEPARTMENT s� AAIr�•/A.yl..w, aw/prv.tieyr.r.r.+w.wr�.w,rr prywpps,'.wrr,i;Yrtis'rMr:rrr.r:, r�" RIIGHT-OF-WAY A.A.~ wq.rP�r AnYrwrA..A./r..r sN.Y.rrrr fllAp p.rr pl rr.raw wwrwr/rDPW— rr.....wyr.w.�p.�...n.+....+....n.r.w.w&P, i4l r.r.r.rwrrr.p..I.I.n.r rpr rA.11 Air, rAII Cp..wA.rAMM I..w r+rw.N.r Aw r....r PROJECT MARKERS r Mwwr ABY.IrYpI t'Ap Npl..4 M Err+ Yr r n.I"Ar Ar Yr.1 Ar.�r,AM ZAPA Ar I"....Ip.N AA'py NM.y(wr dY.I r walr p+A1 d.r.Il Awry AA.af AAMAr r M-47 -T SUPERELEVATION WIDENING 6 SPINAL TABLES Ta•K.T.pTor4y EMrwb AN raw Gfwn aeWrAa/ EarwraAf pNwrrwy Dam r.rA•Aar in me w ow alf Jw 1101/01Ar OwnLsw TABLE I PRIMARY HKRHWAYS I Ka I inP'-"- -- �-K T 4—v11►r'� y D • L. 1 Bs 1 p 1 K XC YC pt's ^' M MT. rs ar sT --- sG or Gs � - - I A•aiabr I - -'-""-- � p9se4•t AAtnrp'Fammenl and - -- - - -- • -rhdC �£G SAaAAwr OOan _ .b , .a tlwwU Owe Liv cr pyv : ' [r- on ow asraar,rr ossa#*V.oar 60,mllvvy mwa d e+. :. ,. 4015 "Of f aarw AXV a wr swav nuYar a i"Acei on Alr Awahlb,d IMMON 'srila A* POW JICACrr i adAsirad'd C;ava AM paYr nays eaaw ora awRfe•Ar rM NAw A soo .b Aa M/ asst sasv GS anraw Of ON,As ar•rwf Abfw awawbrdfarr d Arw colo/adaaY Ass MPfr' TABLE E FEEDER ROAD$ II D • 64mv. U Be p K Xe YC • OTAaa ' I�--4 J' I CROSS SECTION ATY LAYOUT OF CURVE WITH SPIRALS ~ „ GENERAL NOTES _{_.LfIrIAISA� 1J cRo�e SE4sTION AT Y At ar ow a f aw Am ZW aW bp caawfradbd'Ra»Apiab s. Por caws Of~OW aw NOW/wraawr a7.d r.p/.d',A..ww as Astawd/Roar SYMBOLS S FORMULAE sowsPf rclrck wo/10¢k*, p01"0Y'v w e adb Mor a a.wwd'2.0*0(/ * .o of Ow. -SE•11•w/AMMaB'Owsar P./.•fbiM diwRrlbalbn d AM anis ATA *. !Zr cvrwt.+rat�.drrq adW b At*ads d oras po.raa[ N •SE•LA.wI AY•WAND Owr d•IAYrtmMlaw awls Oasaun rot cads AApa•b Of rM awAlw an.. wy,be vbnt b ana wm powrww a mllr baAmm Kr•olio ass. GPM SECTION AT b' D•Dlpmm d Of arab atw. 7Am.m•rrip NO A- I Mom boo of AIt Ts wm Arq aha/wvbar PROM y to a aaarrrw or 41 P•AM"Of Ab aiab anW of SC or SGS,AW nRaw Corsaw rrarpaa/AM caws polion of As arw and'awNarN b sm of E-Edrro/day am.Ma-arw.. ON,ST T.S e Sr••Rrpsrt to**w'ane s d'a'b rbrgw"cove "pail d knoww and Wi W. h wnMraocirP ars AaY AM aowrip ar Ar awl.iob dwarwlrd'arr•q AM bapwr/awiiAr ta4'a d rw II SG a CS•'"Sa''W b Orwr'and G1rwr b Spial,•pail dcwcralr atw ad rpi'w! �,�s~a a dav*d OW ayi mW/•b Of arm d AN, -_____ SOS• aOnM Via'a aa0a rww•sd d __ 1-BE.-wool/ Siwaorpid b LLrw b slpid,•axmw pais dad and bmpiwaiq maraaww o/arw cwwAwd Aw AM T.s •SE•t/rrr�� Aww/AraWW4 Gvrw Ar~Ndtawtions oA ndpiorrioW steal Aaw A11 and'•ilws+Rlrwaar- CROS!SECTION R _ t•FW/wiaTwnvadr/w Ara/da vee"w dm d a rs amw aorwr and awr SIR mm AV"a AIt p.brrmd-vft d wn*Por a Aw Araw W-bW aArr wawafq MwapA AM ocartr pOraar d All CWaa A S#vVO/Ow sap SOW be rstd'an aV apa.wwbd'ww;ardW br f9d paorrr4 an c~d ea-7Nopa/&Vb-LsDIT00 bAtwdwr a"bah go AM/A go alAb eawFAW arw irM'oW1w4wrarwmrwd pwwsasarwm Mdarwbwd,crrbsf awnwia prw•i7Wwrw pAtw. REVOLVED ABOUT CENTER LINE and'rw brgw't d ft SC or GS m NO"d Au/Ac worts w cows Mal ms be b#w4/,a A".gmw a so*bw br ON, U•L.rgrlr ad;pia'for&vm d/nsw*w b syoawrau/ion and wid -dwvuwcwwsJ Agpwe r aMP+k d anq rlPaMtas d Kw mrmdpnwwn.ions. OMAN,Own LM L.G•-qh*v Ant db AWbw,Zs b SC ar ST b GS RrppwrNrwr wlr rwrad bnm.onw d/Y"a aaq w,ia,:q w ears d ms naso✓Atw.db �' - .�•ApbnN Auw/Am TS,b apairar rw ado b'gw't Mseaelr Aft SG•La-.O tSUAAr1.r and Mpi wg bW wf be add and ws No,aM. ft-Alad apb cancra►Awn appalan AM ATnpwr0 gmpcseb AM SC b ra SC-At Rn ars IAm Nay A.170w sAa.w w Raba/and'I arw ArwArnd brpNw aM oA band'm an axwiro/in SGa QS h•bgat draw Ra b;S a P.L b Sr -(p 7Sn vldJ. wb d R AwON,A.wed'aw sapid b.awa/AM cows d rw arw,mm~at rnewrd All nw d ft T•iergaa►dafawr atw• Oddi*cram AM b d 04"d//mP06Aloped b IAm camp Pard(AbraMiip mwtAM aanAraixJ r K•Oblea Apo AY m n ar b a p van mfr Axwo oppmew sw PG a P.T d AIt dab m craw waw b o.,Rwd'ON 36•Ar Wo/ad 30'As Rab lad AM Pons POOR OF 1'M'psr A: . I Ts OST // '� aww pahros f-&-PSArA. Nabm aprrbaaYpr a my~~/AI i.w a.wn Am AM p.Anrwd'mORPN& bpMu Pwn w ----- _ ------- ---- /•Oftof NOMmumr deAs ahsb atw Aar Of Axweaf-Gt'XiGIWILSPD or AM AWw we Rlp'aymwRm&cap wcs,Ao.ww Aw a>rwMM argA Mal ar wsA/apo Kw s4ptdao nn Ekowwo Gann EAirarab Own Own LM EY- �adYlw aiarir'awaw-E+Pess4?. d AM adaib awn wA1 rwipmC/b Mw a codon ahavrora.cmd vL7O *War ACK �Aww AwY AAarolawr sob Nomad a oris per Aar- /�.A ,aw C& Oras m m-,A,?a pan AlwAL LaPPYn To K wap ON THIS PROJECT ww OTHER MENTdr.w oATA, CawAllt- OIG& aAsw kr 7gbra►rdAbav/O.Mr Lbe.• DETAILS FOR ATTAINING SUPERELEVATION R[nR TO naw-sRasa.a wa[aT•a To THE TTRCaL aroas ucrIoR aRtaT. r S1OInwwWiariwtw(lr7bbwaarw AraM aexPaawwA6apr basdpwwrww6w bb-oil Gr Kw TEXAS STATE I101,MYIY DEPARTMENT SG sw(CS and'p 40101 bls aaarls snow.S4wwwv d+As aP•p ofw AM a ' a n rm aAbfirdb a►r•orl/- I awb.mf1 All aAoporw aMw+abaaw.aawrw car.Iwo.carbo Arw d caws a..dar arbor garb,w.aiah CURVE STANDARD FOR SUPERELEVATION, ; SE•CNJ ------- -- I _ wr o pw7b d Kw mwad Aww awn Awa ow b bm pbMsd and rr rvolmr 04 wwto"ama sawiotcAwy WIDENING a SPIRAL TRANSITIONS E•tlrilJ ri•rp arks and alasldrArws. or vwodwawa/"a'.*"of adwn w lob bN w AM pmwwwr:mR,pbrw �.-... CROSS SECTION AT mAw d b w Aw aY'apr, *Wag amAabd'b aan apaw dtwo as pawmrtaallaaa SWC-39 Star/rarAtwd arra Arty•br/wr bd'rawA.q d pawb A-%-dA/'X7kay wy M Awrid g'9y d/wArrrs _•.... .•.••••.--•..• I h REVOLVED ABOUT INNER CROWN LINE -OWN ar Arws b AIa AWP./Sat dlppsws t "••• c . swims MUNICIPAL CONSTRUCTION AGPMMU ( Combination Construction, Reconstruction and Maintenance ) STATE OF TESAS X X COUM7 Cif TRAVIS This agreement made this day of , 19—, by and between The State of Texas, hereinafter referred to as the "State", party of the first part, and the City of , County, Texas, acting by and through its duly authorized officers under an ordinance passed the day of , 19--, hereinafter called the "City", party of the second part. W I T N E S S E T H Whereas, the City has requested the State to contribute financial aid in the improvement and/or maintenance on Street from to within such City and has by proper ordinance authorized the State to enter upon and improve and/or maintain or assist the City in the improvement and/or maintenance of said project; and Whereas, the State Highway Commission under date of approved a program of work which includes the project described above, and Whereas, the State Highway Engineer, acting for and in behalf of the State High- way Commission in activating such program, has made it known to the City that the State will assist the City in the improvement and/or maintenance of said street project by furnishing the funds necessary to construct, reconstruct or otherwise place said street in a condition to properly serve motor vehicle traffic thereon by preparing plans for said improvement and, supervising the construction, reconstruction or betterment work as provided in said plans or may be provided in said plans condi- tioned that the City, as contemplated by Senate Bill 415, Acts 46th Legislature, Regular Session, will enter into an agreement with the State for the purpose of determining the liabilities and responsibilities of the parties with reference there- to, determining and providing adequate and appropriate means for the regulation of traffic, policing and maintenance of the project upon completion, and,provided further, that the City approves the plans, specifications, alignments and grades of the project, and, provided further, that the City will indemnify the State against all damages to adjoining, abutting or other property occasioned by or resulting from the installation, construction, existence, use or maintenance of said street proj- ect and the passage and enforcement of the ordinance herein referred to. M-9-45-937 1 D-8 Q AGREEMENT Now therefore, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them 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 indicated 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 the City's obligation as mutually agreed to by the parties hereto. The State will maintain said street 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 plans when approved by both parties hereto will be attached hereto, marked "Exhibit A" and become a part hereof in all respects. The City will provide for said street project a right-of-way free of all obstructions and of a width sufficient to properly provide for the improvements Shawn 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 expense 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 the cost of making repairs to the subgrade or surfacing made necessary by reason of the installation, repair, removal, or adjustment or any such 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 project, 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 14-9-45-937 D-8 V The City agrees to execute all work,, either construction or maintenance, at its own cost and expense, shown on the plans,- Which is or nay 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 grays 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 anis 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 IN WITNESS WjBMCF, the parties have hereunto affixed their signatures, the City of on the slay of , 19—, and the Highway Department on the day of , 19 . ATTEST: CITY CF BY (Title of Signing Qf'ficial APPROVED: THE STATE CF TEXAS BY State Highway Engineer Chairman, State Highway Coamission APPROVAL RECOMMENDED: Member, State Highway Comission District Engineer Member, State Highway Commission Note: Any official signing for and on behalf of a municipality 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 4 D-8