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HomeMy WebLinkAbout1928.pdftr d?�"!-"�-� i_. _ram _ .. ,_ . � �� <�--.-�.- - - ° .---.=,` j �` � �i f r .,� r: - .... � � �_ �..=--"�� .� ��,� ems- �� l � n 1 nu3 �.r+ L a .in.e h-"d .� 1 :d .LL �. q •• � Yhfd.�.a.�: �1.P?1daL 4-�*awia. .t,'} #` '�' `"' F { /�s -�" I. t5 { 4 y,z n � ...,"� ,ia �� Ilya r`, e& 3 I' EK�oveuervi i >cnxn a n.re I -1 OY } Im PLAN OF TRANSVERSE JOINT xvex ewe @ 4twL a e [ � [4M .g gpY9I[ M'tl Y P YrtR TY L f M° P9 ! YS 4 _ Ti IXIUWNM i4 TM Cli4t4 TK ['Je S 1PP CYC 8f SK [ k L .v' T ....... L JOINT LAYOUT FOR"36 4`PA't l"rfEnyT(;RUR?.O"WIRE% .eE t:ry ry Pn n+. L�.3Y:"..,®......... .. ......w...a.....«.a 06 F9 P0.ty JOINT IAYOUT FOR 10-R, Ie PArtEMENT (22'WIDE) :• _#[tK 4M a . u>r[ a ..._ __. 50 \ o-„4"xfY'v diuutw WS264Ea. 'i NMi.^N L[FCMN^W'.K+�SereL[k"^u iPrt f.45ar:, Cv 0.nhS5 uClE�![["V tptlL Mu(ial ]'etFLD� JOINT LAYOUT FOR UNIFORM T' PAVEMLNT b4FL4n[JGB tt AIivr.:1w1"t2u""-- f e111I'll v_EC.°3E �t+iWY Ge uLt44l JOINT LAYOUT FOR UNIFORM 9f' PA'lEMENT ELEVATIONS OF TRANSVERSE JOMTS VA i Y x f u� o . f _ 04 E 1— �• I t L 1 Et Al rv6 ...ei E �Jwv YmT w[iPl FIN,�NIN_ q—aM�"LE TED INSTALLATION PRACTICE essL. u{ l rynP':i^u C. Kw`+.v,r Ce[aaYiJ1% PLAN SHOWING JOINT LAYOUT LAYOUT OF METAL SHIELD DOWEL SOCKET DETAIL GENERAL NOTES STANDARD DESIGN TRANS.EXPANSION JONT FOR CONC.PAVEMEN PREMOLDED 91TUMINOUS TYPE SD—Z.- (C^.l CY e1v(PoLXL 4p Vp."P'•L�lRp"�^h4 i 4'CCv'(mFwC pa' �N� .• ,'R ex_wrf PLAN OF TRANSVERSE I ERSE JONT mrz: *prt pw.[ ce{.Rs ev(R m n.a.ai x+.n IX^N rc9 Exm TR4YSI[N, ryf4F{.Cf}P"'yj rp MKl P [} `P (7Ap iRapgER pCV4'(} 4R2 Tp [gPCRY ty TI@'..'(iIR.S tKML:f f IJRRry(C} R( LNQ :[pt JOINT LAYOUT FOR `g-G�. p• PAVEMENT (t8 OR21' WIDE) JOINT LAYOUT FOR'10-g-I®' PAVEMENT Y" t- JO!tIT LAYCUT FOR UNIFORM P°_PdVEMEPdT JOINT LAYpUT_TOP UNIFORM g7s _RSV EMENT ELEVATIONS OF TRANSVERSE JOINTS e I ILL Y� 45 YOGELKv PLAN SHOWING JOINT LAYOUT l 2' 1 w r 9 r t m u X Pt.LLa •pro . .'Z ue.. -x+Twa COYQ1RrF m 16 BE VRED fqp CC rvCRf iE PCSVRPIICC P:L.r9c v¢xeTnes CCPo94N6(Mp {gP6ryg ppY }wOM NLWC 9v114 CWY e [y1Y 9@ {vC' KWIYyCF{ RLgeR(y(MS CP TNL TJ[GtiC{Tvpy; uarw utt¢<eFe srccua pppy�y,as. YpaeCa OaRY 4vatl C( %! pNVFp� SUSpiN p =Y P!MN'^, N4Y wA'Lp F b.^Tn ['�uE»�f^N.4 R'aCfS in( M[Re[CTSp. U^A w�. R prat[ i:XP PK 'wx(. xp K99:.If V@SRµ �axY�RCi9r{MQ(yLMi M pRliR} xirt'R L'dlt C[{Ck9 YVRrs {xT irt{9SR2KC.'tlryT. uc ccw(ra x.a,F oe rx(ar[> ro LK.a ecaa. wa.s rn cwYRarna,rsmis m c�cv[re nxmpc.Rf SNaL4 ®( KaCCS 2"dLLCw TL9 p p[er +A&k sw'J 6RL4TLY f[k(aYN 64Ke2xi pQVPoeCa4(KKT. TRANS VE W;F_ ,yprkfG RESILIENT TYPE CAC}N PLACE m SPATE MG..AAY CDMMI$gtpry CF WISCONSiif SO-3.3 'AND INSTALLED IN ° e n TIE BAR' e� a a � SPACER." Z; fn BAR s e < a IN -e SUBGRADE aDEFORMED METAL. PLATE GROOVE OR RECESS FORM LONGITUDINAL CONSTRUCTION JOINT y SPACING OF TIE BARS IN LONGITUDINAL CONSTRUCTION JOINT, A`-O" CTR, TD CTR. THRU ABUTTING THICKENED EDGE PAVEMENT SLABS, 3'-6" CTR. TO CTR, THRU ABUTTING UNTHICKENED EDGE PAVEMENT SLABS, CONSTRUCTION NOTES CONSTRUCTION DETAILS NOT SHOWN HERE SHALL. CONFORM TO THE PERTINENT REQUIREMENTS OF THE SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. DIMENSION "T' INDICATES PAVEMENT DEPTH ALONG LINE OF LONGI- TUDINAL JOINT, JOINTS SHALL BE CLEAN CUT AT ALL. INTERSECTIONS WITH OTHER JOINTS. BITUMINOUS JOINT FILLER FOR SEALING JOINT$ SMALL CONFORM TO THE REQUIREMENTS SPECIFIED FOR TRANSVERSE JOINTS. FOLLOWING THE INSTALLATION OF THE JOINT OR TEMPORARY FILLER STRIPS FOR CREATING A WEAKENED PLANE,THE FINISHING MACHINE SHALL SCREED OVER THE SECTION AT LEAST ONE TIME. WEAKENED PLANE TYPE JOINTS SHALL BE FORMED BY A MECHANICAL, METHOD APPROVED BY THE ENGINEER JOINTS SHALL NOT DEVIATE MORE THAN 5 DEGREES FROM THE VERTICAL NOR SMALL THE AXIS OF THE JOINT DEVIATE MORE THAN ICE" EITHER WAY FROM ASTRAIGHT LINE AT ANY POINT. SPACER BARS ARE NOT REQUIRED AT LONGITUDINAL JOINTS ALONG THICKENED EDGES OF PAVEMENT SLAB. um STATE HIGHWAY COMMISSION OF WISC. ffCONUENOED FOR APPRaw� arcnovm _4 T CENTERLINE OF -ASPHALT ASPHALT CONTRACTION JT TYPE "JFA" TYPE 'JFA' T 4 4 T- ---------- LINE OF BUTT JOINT FRACTURE SUBGRADE OR SURFACE OF OLD PAVEMENT ON CRESURFAUNG WORK CONTRACTION CONSTRUCTION CONSTRUCTION DETAILS NOT SHOWN HERE SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SPECIFICATIONS AND/OR APPLICABLE SPECIAL PROVISIDNS, NO LONGITUDINAL BARS, REINFORCEMENT OR PARTING STRIP SHALL EXTEND THRU ANY TRANSVERSE JOINT, ALL DOWELS SMALL BE TREATED TO BREAK BOND, DOWELS FOR CONTRACTION JOINTS IN CONCRETE RESURFACING SHALL BE PLACED 2' BELOW TOP OF NEW SLAB AND DIRECT- LY BENEATH PAVEMENT REINFORCEMENT, CONTRACTION - C !NSTRUCTll0N STATEHHIG:WAYC�mmISSION OF wjEc. R-CCMMENOtO APPROVALFOAPPROVALROV FOR AplSCVED• -9wdT JPaq _ V' v t �� ..�� � � 4• s — 8(JRFACE DRAtN ON GRADE h`iY'd Q W 6p4K+ Yrc5 e+�S.N x9 Cq LK, Wy ♦4 Cy4x('f {cKpxT W (RAN Y Flux 4p roL w.t.. %fwN' dk%CnaYBCn crtrt TYPE `6` rtµ.4LMgFM q lgbw gyy Purrs Am mL vuJ. , M r»��,5< i1tl'bR "`Q.dfLT.LdPdKv(xi 4ri0.v5TC {ry[3 cV' nvevLwr »na[w,sr¢�4 <•re SsueaR§ G� xPexel qse➢ WRFACE ORAM A7 LOW ffiINT W KWKJ nt'w ' JFWPA]L IYPaw dtSw ' hexn na[��.z,x_ roJ �rmcc .v.xw 4��",y� P�J�S :e4".Y'J a4 Sw.v4 _ Ru -n4RHWC frv'Tx Cf nvrwP PLxnre. rt.vY, eue Stu�c.W; xs»J ay.vzAr n'oCv -o— x TYRE °CP" DETAILS OF CONCRE M SURFACE DRAINS 17,1 pC xUYC. IY '.4 .F peV.Fl"AVw {�YY 11u'.P'x+9t .L L^•+x.crz ..v TOE WALL t I f SECTON %-,X 5r e axrw awc! e"tY L"^PP.KX Y I�>f 1 sg •4 .iA �iw.P`�rpcnx r r ram'. »? -i"tw. , g9 ceYwa[n Lewa g:✓r5 y'4'..�a_„ B.trtS rl".L tCxSYw fp Yp♦Y Cdq Gi 1'-0'^YpS........-_./ fie SV avS wAiA-CM:PS XY QEC7IOH A^A '.z'r.(xrzW}. C6IX:sFW ICOC �.Cn} GY. ATQ1. cC.9 Pi, .S.x}I.PS TABLE OF CL.VxNT(C=S --d .. ro• y;" 6 ,.Banc - x. y£ 7 trL s ... .. Ytw^.LxrS � ta: s^amp cn wx w cr.(s 'Y w^4 :4 Pi, KR FpCP 9te'gACL - .C^'Pa C:NS"q}YP IT.tl p:]9fY TWO INCH THREE INCH TYPES OF LIP CURB =,w q• RM ux r«w av nsce dr am^n wrN xLxa rww.pa er W� mov awew:[s+ercew. FOUR INCH [vz.n ° r x.�§rrrn 4x twun men w.scet em% E':e5 AL. 4' ATyY BPO IXF6wg� kRPI N _ M Fcdg pp F6LC'! mM M pCGM'Ly PPK C XN} 11;G 6V0 XBLC'18f T{f WR: x�. e" YK PYK4CMP JCRs 4 SLK61 tt� XNi" �' roar�'�GT»dR laY(�Rx xwr. DETAIL OF JOINT IN LIF O47R CONSTRUCTION NOT ."CYLL} vnP 3w[pCD CW tu3 R6M }vW L 4W'Eb T} {R( p(Wi414YF IRy.A[IpNp4 LY }1q geygµp "PCTM:dTXRS PCR RQ4t Yq OPIDGE CCmSiWJ:TY.N. ClgryB Ppp gRedLC CRL'tl'9 y L NCi Ee RYZ•! N CkC`2 AlAD w "{.yy x. NyV gY,yy t 8A¢p?P11 PLNgY[PSL JCMS IN {K MdeyCN} gAPB- 54iT S gppCpp p iR W(veA4[ J9M)g tH l kC 'PC} eMN R'YSSAM. M F[<LPoA T1fl&:L CNLHa.TNC rypW t.'$ CB M p o- C:R9 yXl. E( CEIIL"TC2 qJP P:MY9 iPG A!Pf4q Cfdy gi hplw2 C!eC Cx? CP' YK 4XK4xP FbpN P) M vJMT ffi ClYeidCY Cd TK [:.0 M M '.Tµ ®ASH v'YN Itg (,^,CC Cv LK nYgmLtlt. KTF:R R@ YM14 YP.T q iK RXtM9 rY¢gnnp Cl%.T' MttdY.•. CCFCWL TK tPC:PS V§R.0.:C5. MF^PY 6vALLgprgCY xqM T48+P.pr3Li'V®MAH9 cv rya lm>Nx [ao(, rK v(cnrnR .'s(a-:Nx .,»eu. de vu=:r:(a.•n l.;t loP Aa cwnete nYe- v[wY allo sNdAv BL rz LLa Arc» eeweWLre n..p rm:mn Bn PK Lw aPPB easTx.Jcreo rp T»L Ea¢ nNn lnaa. t PMM xQ r3 St^Mk}rJN (y NaNHa CPCRariCN s. a PMnh Gp'vq eF ew9 Clur^„) Be Cye11M.A',rA'i M'At)TVaC ni» iK Mvgb[wT *d p9JC» If CWp Sx4l PL dR0 Pp ivC PaM t4.M SLAB HY KBq (% CTcl RC.ARmRM1N" MP CGut'fBI M�ZttF4Sa TLp4R}.[A P00. 4%Yvi55xR:L1 CV4 G}Ff.(1i CCR T3 , FmRe[.RUllTRr iNSC (51 M}¢4 FR:v M CTiC OF tr$ AAO- 4P!'f+A W pP�vp t@Ti: PCt}C •n'{L {q r,aW.yga up V{pL{L w M C'✓a'P. CF PM}NxT yptl yy6f{x1 ry A--C- A-SC,^.xAx eayr{X µq Yp pq C:Yf4imY.rt'J M.L P4.APC§!M4Ll C[RM1^.xC'Jw 'K fTIS'9 C'w"( •FTK Lf M19K6PM, !®Y §zN4Ld ( ...... �d KGYE A'il CL n i M( 9 A (w4 4A R p IW Y:.9", TK R. C CNhR}WSe; t ytCX('J TC K [ [x) pv{S w[YaY[J. MTp Z C::(y b ptq[ n)N hRW�YG9 dt' N},y "�N}rR,Y.PX. Pp WY L^ C Yp¢Ni nqR t'P C.F35 fM4TnY,.'[?. low§ rcR ew c>B xa B@ f:B s4e[t. r+c w<r+.m aP t�(re a.'.•^<x e .. n:m[ T µt. -1 x .Fl '111 9.en5.YK CUf@ e'.0 (puJ.k gL - ev(x Fv-u •(u'J •L RY fvrLC K...M tY 4xE pnrY b' �(a >Ce r'yx,. %xu 1 VIEW" STATE HIGHWAY COMMISVON OF LIP CURB /t STEELJFAGReC REINFORCEMENT wv#. SwF 6 T—, dp LY #1 C C 8 SMAA{F ®2 4.. f83 .27�41 Cv S t pJ eL 1. �oo.e4 #.ws w z.oNx. BAR MATmREINFORCEMENT Te twe a s.t, e w4L81 in N xfE-f pvix 4[q M n aygC RC C Cm F4 % nry4 S'v M q, w!i 5u: vy 5EG_TION AT RIGHT 0.N GLES Ftl TRACK EXPANDED METAL MESH REINFORCEMENT wnr[. R na 'IC Siee to YKYw,n6 4 C^nY 4Y Lv ntlC u4 ircF 44S& CI pie x': wP Svp Cf Bfi IV LE 8% Yi AY S"M �3' M^k PIT I., RA . �I' Lf9"% nLe rv9F S>[[:f iC'{ neQx a4x C [^. LFL. M[ tips de QeA PfR �Oq 32 Fi. C 11a 60w K4 0¢a3 xtlr #n �ti X. COHSTRUCTION NOTES arrtucn. #L sreCL n_. C^SC qw r. t w w c oss s f s e e L» n+vf qe.T A efY. ...... T 4q ApC C YVLkiC a�IvfiQ SGJ a a£[e uY %IACV FSia aY. '. CYC v4vC v[pY 0.aC F ♦np C^4 .yR a^x N'vxJ AwR ucL, 9RL [RQ rB PVK%L^q T aYL�xP.p Yi iv JP VPF: R IAC¢. .AII P garcon CR rrpc ,. �Sm x1 tlu P4+TR 5UBGRADE YREAT'M LNT FOR R.R. APPROACH SLAPS tl ci:grc rwcfs�zoetiT�c :,r�E°°5 r�+°iets eA� x xLC 9✓0 xn Ei X9 (M vi RfnRSR -e Sq LL _ v iGr t'v" 'n 9 4 F` 5 ^L a'I''rm C 4 rn F/.a ULL ix.v Rp a p Fwry CF tvC TlavF nLxi+ nra R°s `ter io""rzaa Ar of ngsr rR%xy— RamvfiJtliwS} AwC p¢N �LSL �X6 NI SN AwC p4 _.tt.:f ye v uA Yg'LVF>:ne` I.""TlFi[L[ rvf 'sm G FLi+ss aR we. ,F R.,a � s wss.w.x ax x _xi p p.m tlegr svla nu s¢w•xi'•n• a t�.-a' STEED FABRYC REINFORCEMENT ._..-weer siee•r`-+`. a-.' R' Rauga +us #r io' cr#s. BAR MAT REINFORCEMENT r All STEEL FABRIC REINFORCEMENT _y .. rji 7 1 C S nffT #iI["T'-{"Ri f TR 1' r(y' wry qC ®#R% AT i0• . GAR MAT REINFORCEMENT GENERAL NOTES A--1"C.YIC1PO i uCCIPTwf haX p"F YCu i4 1 1 ax iaf 9rf1 _RGfSICC- cgws #R G�x #s of icaa4e s.enaL ^ s. P E'x v^t Cf MQxT w. l= b^. tC A rI Y ' ALt PCix CCrtC2 u FNT M'4P ¢Cx SuiPM9 Fwn. iwf • oiuve»+o ox me +(ie Cf ivY N.pd .% vLF Sry QL Y4. PAVEMENT REINFORCEMENT AND RAILROAD APPROACH SLAB ELEVATION SHOWING SPACING ELEVATION SHOWING LOCATION ON OAD SHOULDER m MARKER POST AS R/W LINE y. NOTE, MARKER POSTAS CULVERT MARKER TO BE PLACED AT INLET END OF CULVERT. PLACE POST CLEAR OF CHANNEL. IN CUT, PLACE POST ON BACK SLOPE. IN FILL, PLACE POST BEYOND END OF CULVERT SO IT MAY BE VISIBLE FROM THE ROADWAY. MARKER POSTS FOR RIGHT OF WAY MARKERS SHALL BE PLACED WHERE DIRECTED BY THE ENGINEER. GENERAL NOTES TOP OF POST SHALL. BE NEATLY ROUNDED. POSTS TO BE CUT AND MANUFACTURED FROM LIVE, G REEN,GROWING NORTHERN WHITE CEDAR, YELLOW PINE, NORWAY PINE, JACK PINE,OR WHITE MARKER POSTS` PINE, STACKED B SEASONED IN AN APPROVED MANNER. PAINTAND APPLICATION SHALL. CONFORM TO PERTINENT SPECIFICATIONS. STATE HIGHWAY COMMISSION OF RECOMMENDED FOR APPROVAL PORTION OF POST TO BE PAINTED SHALL BE SHAVED TO THE WHITE BEFORE PAINTING. I DETAILS OF CONSTRUCTION NOT COVERED ON THIS SHEET SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, wrmorca. 41' imliviisi, pipi ing; .. ©� -------------- 1�-71 C i^ j{{{f'• 1' 't B iTi � y gAM Agaz sr� {{{i I'�n 1cx,t1 i 501 � 11 rvr.{ �Ii mil `� ltt �I iqw. 1 vi, . yy¢ i f ti ''$y i Ct ^$ Slt y y}}jj{ L.-+CF�j• L..,�r4 i1} .0 S�I {