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HomeMy WebLinkAbout1961 S0172(15) .pdfSHEET NO, t TITLE SHEET NO. 2 TYPICAL CROSS SECTIONS SHEET NO, 2 ESTIMATE OF QUANTITIES SHEET NO, - MISCELLANEOUS QUANTITIES SHEET NQ - RIGHT OF WAY PLAT SHEET NO, 3 PLAN AND PROFILE STA, 274995 TO STA, 29+23 5 SHEET NO. 4 STANDARD DETAILS SHEET NO 5-12 DRAINAGE STRUCTURES SHEET NO - CROSS SECTIONS Rmffc♦'� STATE LINE. -------- COV47 v LINE__ TOWNSHIP SP RANGE LINE__ SECTION LONE_ NEW RIGHT CR WAY LINE PRESENT MINT OE WAY LINE WIRE FENCE`WOVEN,.,.., BAPBED LOT LINE, ------- CORPORATE OR CITY LIMITS PROPERTY LINE TRAVELED WAY OR PE.. RAfLROAOS, BASE OR SURVEY LINE CULVERTS IN PLACE CULVERTS REQUIRED.,.....,_ DROP INLET... POWER ROLE_ . .. ..... TELEPHONE OR TELEGRAPH ROLE, - RIGHT OF WAY MARKERS___ 7F_4 REFERENCE STAKE FOR HUBS ONLY". lw-�---w®.? MARSH...... _ ...... AA HEDGE ........... TREES ........ GROUND ELEVATION GRADE ELEVATION_. STATE OF WISCONSIN STATE HIGHWAY COMMISSION OF WISCON SIN • PLAN AND PROFILE OF PROPOSED EAU GALLE RIVER BRIDGE C.T.H. 11 11 ST CROIX COUNTY PROJECT S017205) SCALES CROSS ASECTI.� OR, I N. - K PT. 'RT'RN4­' N IM ti IRE, NN' _P­ CADY I T-28-N AEAU BEGIN PROU, S017205) / STA. 27+ 99,5 - STA, AO+ 22.5 APPPDX 1286' S,4'47'E (MAG) AND REG' S. 68'30'E.IYAG ) FROM THE CENTER OR SEC I3,T ZB-N, R-16-W, PROD. S0172(9) LAYOUT SCALE END PROJ S0172051 STA. 29 + 23,5 - STA, B 0+ 21.5 APPROX 1266'S,4P47'E (M4G)ANO 990' 5.88-30'E. (MAC) FROM THE CENTER OF SEC. D, T-28-N, R-16-W TOTAL NET LENGTH OF CENTERLINE ® 0023 NIT, PROD. M720) ..P AIP 7 IIA5 Lz� L�1,01 if, Yll4e__l 0 Stnla "R04D CLOTEC' 5,gr, "xt,"'we a 4 H Fe�,e Type vhnl,cl Erd Pest C,� yj-ef0,1,01 YCilcet PlImed Sltl�,,es pcod sel"ely 1, Set,ely tosteled fo tt{€ supno,-, posit,.. Ir � ut seo�,v,, e'd Cdep,,,,Cy 7o be p 45' T, f 1 T d 'Icst shzil -e "Iceed- 5�-.pee to P,ectude at toe 0� 11-Itk5i.De ROAD Pos�, sezu,e,y CLO>SED�, X 4" Wood F,m— �rlo or, Tcrc� Fer, e F _., ,�e e.,ghted FRON ELEVATION Lo;s, S g, 10 be !I I ROAD CONSTRUCT�ON BARRICADE STANDARD SIDE ELEVATMN WOqD .. FRA,IL.S-UP-POR,TA-T- FOR S SNOW FENCE TYPE —"A" When_Barricade is Erected on Type Surfacing -�GENERAL_ TF 1� r-tu tea of tc fo, vtass orb 1�ly te ell,_lled ,ALTERNATE DE,S(Gb* far -Cmcctlesotter 11-r t h mcY b, us., -MLA S U —RE M ENTmm & PAYMENT ur,eeL ottT`lse p101 ped f— in the Pla's nri/c, spe"ol yy3H be !,jrmshel, Plnceb, ord mcmtmned CS I' fPIr Ole, and OUD,,el but Shalk he nor,sfruei to be ar o, other items. CONSTRUCTION .-BARMCADE ,57,'4TEH1GHIVAKCCMMl5510N Cyn'WISCONSIN C, el -,- L�l j 5 iTR- �..,.EER PLATE 1`10. 7-4.L2. ESTIMATE OF QUA NT IT I ES CONTRACT NO, THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECHICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN--EDITION OF 19S7 I 1� AM-111D �IED 11"JOuST �q 1.57 A9n SPECIAL PRO VISIMNS AD ATTACH - NFT EXCAV�T'CN C VEFT N�L 3UAD FSNC:_ IIAI� COOL 0 _LIF CRU VVaAvet RR ­ I i REMITS EXCAJ S�`E`EL DFRUCI STEEL STEEL LUERI- STAY�'_N N( RF. R, TI IADIT ---- -- MARK STEEL -DT c -ED EL P,- -N. CAPSfJ `11_1%5 PILINR Kv 0 CPA' Of D CAUIN11- FOR or M5NRY FCR F� STEEL FELIV DRIVEN RAIL ING MPRODI PACS ERQrZ� SACLED EL' Ell L A ENT PLATES VA ETA71, CAD STA_ STRIXT ATIDES, PAT OLD S, E m POSY IZCd ECR EC �,, C POSTS CLEAR CELL FH' ' ROAR - PPP �Al T -21 _��Tj _�f _T&I -'s 2.� n2l- nn 'nn S I "Sn Sl Ea 2510 -2 M2-2 SIP SP, —121 11 1— - __. -_ I _!L�4_,� _lz L, -2L al �_4�_6,1 L4m�--d-2-, 7537-T -T—'-- T T_F7T­cTT_C_Y7_j_ ­OY, _JSTAI- SIA I C,Y� I C,YI UN, `T�LNJT�LN. N0N,FT�OILFT I C YL.A. F, I EACHI EACW i L.S 1 Cy [ Cy � LB I LR C L F, L. F. L F. C.Y. RE, LR IAT.yop yCjc so. TO IL 70 19-2350 C400 11 j t 200 1 o94 5IE,58,0�50 O° « Z 6' 7- 4 4' 4 --ORBIT MAT j PONT REFERRED TO O'A PRCAILE 'A"rP --------- 17 1 -LA- ---'RAVEL S%CVLDER S"RIAONG 6` BASE COURSE FEQb PONT REFERRED TO 01 CRCS5 SECTION S, Gr NULAR 5119BASE COURSE READ HALF SECTION IN FILL HALF SEC7101`4 IN CUT TYPICAL FINISHED SECTION NCTEY APPROACHES NOT A PART OF THIS CONTRACT STANDARD DETAIL DRAWINGS 7-4 K 2 CONSTPUCTEN BARRMACE POT, 19+32,65 PDT, 22+63,66 PI 30-57.37 P,OT 32+30.25 ME) N AZ, 179-02'10' (TIE) BENCH MARKS STA. DESCRFPTl0KELEV P NO FEN,E, 710' 29+10 155'LT, -NAIL IN 10" ELM 1 100,00' wER i�� +24 WW COR. ABUT. 9796'. ,NAII IN BBLE hWXITE END PROJ. S017205) _�TA, 29 + 23.5 20 $CA TREES 25 30 TEL CALL — )14C) WARNIN: MAG r, P0,00 O IA�CAELE KWARNING NO WARNING MST 0 4 '-�41L CABLE WARNING INIST STEEL PLATE BEAM GUARD Rl 30,57.37 "-'-.-BEGIN PROJ. S0172051 STA. 27+56TO Z7+96 LT. - 40S STA. 27+99,5 AAlL STA. 27+56 TO 27 - 96 PT - 40.5' STA. 29+27 TO 29+67 LT, - 40,5' STA, 29+27 TO 29+67 RT. - 40 5' (NOT A PART OF THIS CONTRAST) Hun IN BANK _77-7777777=� ------- --------- -- _77­777 7-77 —_____77_7777_7777_= ---- 7__7_777--7_7___ - --------- 1­1­ =_-7-77 9 7-- -7--7 R 2 1 2 3 4 25 6 7 6 9 7- I IN _ ( P e> - T0E-_. a � I i I J .v x Y. PR,. W.ASUT.^ 57A i&+N.$0 ., .� ia` Gm STREAM BID EL. EI.."S3:7Z m .INNY FONOW CL. C`).99 E , APVTMFXT ANY° PARS t ANO Z ACE FOUNDED ON NOON. CF51C:N E&_74 z BEARING PRF..'°�'.�(JRE'. I5 4 TONS PER SQ. F T, � c E I I J � ] BRG PIER I I 4` c Ecz TA . Z8 k 64.`AJ PLAN MEW STRVCTI Al, 3'SP?N MINT,S PX-J�.M(S!-0"4LQ 3-t"O'Y Z4`-O C{..RDWV 5vB5TRCK.NRE'- RCSILL. ON STEEL. PI E[ ,E ABUT. RC. uL ED TVF'2 ON ROCK, PIERS RE, PEDESTAL TYPE ON ROCK EXISTING GROON6 L PiF 7L� CLCTµ-z'_,__ �! I f r 4 h F .._ ry yTq. :9: LLSO � j 3F Y Cm 0� TOTAL ESTIMATED QUANTITIES .�..-......_EYIP 6TLM5VNt2.'. 54}PER. W.AHUT'. I PtERI REMOvvNG OLD ENFJDGE i L`-" EXCAVATION PCR. STRUCTURE. S_ _ .� C4NCR&TE MAb4N¢2V� � ..... ff ZZ2 ICY. 6i.0 1 3717 .4... 3„4 ._, _,.. _.... _ .. _R.m..._�..._.. v.,_... P.AR. STEEL REINFORC:£NfENT UM -i ZO.440 5l4 5bo. ..._.__.CTUIZ-__CAIN.__.u.__..__._..._._....__._....._ 9TRUCTVRAL CARWN 4YE.E4 y LIE 50, Z50 _.....,.,_...��-.m_..._u._.�.._.._.._..�._...._,.a.. STE[t Pt LING._GeUVEtYVEREb ....__,._ LF' � ___......_ I_ 240_ .�.,-.. %ME,FILING -DRIVEN IL.F ._._._ '2;60 T .._..._ -_ STEEL RA 0NGmm .._ LF. 2ST-- .„_._._......_.....^�-__..._......._._.___,___..�_._.._ uEAvv RrPRar+ C.Y.. 240 -,—. REARING MD`_'+ i I [$ I ®- _ LUBRICAYE.O ONSE TLN_ (jRP _.p . K.6 _.9f ...._. ..� NON -MID ITEM5 1IL'i.G.RD, BENCH MARK _ NO. STA'110N C5E-">CRFPT ION ELEYAT. �-t wL`3 aY6 SM LT„- FNAIL IN SO- ELM COU.00_ �! GENERAL NOTES DRAWING-, SHALL. NOT BE. 5CA1_ED. ,,V EXP05ED EDGES OF` CONCRETE b, uNLE"iS QTME.IDNmE SPE.CIMED, ALL CONCRETE. MASONRY 5NAL.L 4.E GRADE 'AA` - BAR 57EC„" RttNFCi RCEMEriT' Nf LL Be 6MBEDOED Z," GLE OE UNL£55 OTHERP'"SF:. SHOWN ON NOTAM THE U5C OF' ATZ6 TURAL GYLAOE FEAR STEEL RttNT'ORCEMENS 15 PROIAIENMM PILING AT WEST AIN"'MENI' `.14ALG ME 10'BP4L SYEGL PILES L5�-P" LtlN6 AND VRWEN 14 A MINtMUM BEARING vA,UE OE ZO TONS PE. R. FlILA_. YHE SLOPE in FRONT OF" SHE AB TMLNT5 $HALL. HE COVERTLY W"I HEAVY RYF"RAP To h MINIMUM Tot lCkH 'iS OF' 21,S° 0.`, SHOWN ON THIS Stt ELT AND ON XnZL O A4D "'329Z. AL, PILL-? CONNE.GTdON3 SHALL, BE. q'.P E`IVET5 C dtESS pTHEIEWiSF_ >M9WN OR. NOTED. IN LFE.W OF RtVF:TS 4 f' NiGW TENSH_L STRENGTH ( LT5 MAY MP O4ED. $p.ACs N0."S NCf`_N CX StGNGik IN ACLOWANC W$TFt ART. 1, 3. S.. OP TH, SPECIF'IC:An ONS AS MODWICO HY T-n(5'3Y WITH 4, 4SED N5 W166 RA i, PIER z I E..A@UT_ I T ML L9 I 9q 20Q 25,4 I 470 t9 .5 25GO ♦�{IIQ^ Z7,580 _.._._i_^...._. zoo EST _-..._.m I70 2F74- i.._....__. __..�.._,.—_....__, _ 65 LIST OF DFRA`.ANGS 2.WPERSTRu CTURE-'----....'-`___.._. _X25z97 ,LONG. SECTION 4.EXPA"NN ,EAST ACSUTME.NT----. &SUBSUVEMLE Ye ADA wTEEL- ", BC INCLUDE.p IN SYF',UCTL`F"AL. GARflor. STEEL. [yUANTI r i.:c r v %;< r _T 1, A r _ ry n .s r r ✓rb C/f<.a4 9F JIG 9 .na.: .N✓sY ! 'Y 2C: F'J Y no - GA f� Sf e r ic. G✓ a r s¢ e .v a m® f. b. NC G ✓ l 'JT X a n 1. 1.�_ 3 rfi C..)G.`P .��_ { dI •� _ USNC19 � b I .SY ..G2 XL1vFC9 r y � _vX '•! 'o crr2s'r*e.r oe^ cc^v rv`a" -si ec="sw m'c.. <.' rpn x 1. '"h'c t� Azti az *'oa�nfAA"y YQLF CROSS SEL'TION TNRU RORDIV4Y F'4 C a ' FLL 5 zr.:G. e (..ch'F<> L}h.p ['. Rf"F �J PO EC GF'i+5^a R3G SYfPK. SEC. %0 R3 r."aR".. /5!Y%ra 4"rr"v RK-A` d(d". 9."PR •75-C:"+' GC1-✓I" 8-0J". i[ y., y ab1JY. I EF _ ERG . •_ ...__ —_ _ _._.._-...._ .„ _ ( .. ..__._. 1 1 -t - r✓I-EIAr l .F aicR ! -o�-.c,v�: _.__.._..I_.i _.._..._.�..._....__..__._..._ 37�: 0' If4O "ell el J r'�/+.'G!K IGh'FGd-• I" "o Z' P057' COAMECTIONPETRIf. RI R2C i,. Y4 p71'Y ".F2.Ilr , p G C G1Ic5 5 A5 IF �l DETOX 17T P, /711 F05T 4 In" EJG^ 01 F[,x: __ 7 I t ^s a l t } }y SECTION SI j C;LAF C'a2ltO1 sq F/cLD C1�TF?/L 9 RES-PP 95 6� f�•p• t3 =. Ell i LAI-fl RTEO SHIM PrP T PLgAl 9r f7QU7.' I IF c.cr z i c•' U LC i-- ,{l L. 'V 4AL hCYY C d4 v Au5 SECT/ON RZ _BILL OF R41,-5 .20 4cC' 1 1 1 _ wA J 111 _ Orm na_ ., _� ca 4Crr,. ^ � 4.. r r,_ v_ ..✓r . a �r "�� > w ti { I Df,FLECTION OIRGAIPM In roRr�rnlG OIF7Gt2RM YG."'3 C z G O 1�' "J 9 OT ftG'G ✓ TO CCMr _ v5/5'G /"c"l+ v 4rn'- rCM W B!. n/X .....a.1 C"/L 2 AT PIERS RT Ptc:✓!? SPLICE F'RRT EL.EV RgIUVr> ICA f" S:4' V4F 11F1FRTCR FLGeC 13 f' _,pA'Ep; mz M"Pt FT WFSt"'AWT. SEC. 8-e3a84 toc \ p` PRUtNc Neccm . f T ` CriNST[u�T M%{ SGIXT- �•-#6e0.0.Wrs rresr RSUT. mm� N v G& dL Z':JH--O 1 TOP Ft 'A' +•M I [ � L rr,-rce^_ f TOP It 'C' R Ile r i` ,- t A., f a t ,P a.T T'. y'.rf-o cnx'ee ASR.LS^3 F.x: Lh^ H Ct1..Y BEARING TYPE °A ` L^ RE40. m ✓' PE`,�,�1— ROC 7c $ . i1C f BEARING TYPE 'C S RCq P. LXLD Al MP, TI&Pl FIT. —6ERR8Nfm DRD H':�i`s 1'' rrEc4C 3 e'.,, n rn e.rnrcc a. dxTz rX'►. tt4 LONGITUDINAL SECTION �J G e _w_ ,.�.... _..m...' � 6 MASONRY * 'C' Sarm 5s 7..._....i... `... IOC DETRL. OF eAPRNS%ON .X MO SEE A-L3Lfl9 .._.___.._..._...,�� -CDOG _ f G6NC. hR6`tC "Tnt'i { �--- T_F]Sss'szt ��i4 ! ACtfaT AF:'u°Y, 3C9^J.. j n 4 44 4 S 444 444 � � it._SE� N v T4PC G GCARS Type 14--/ SGC5eY.m 99.6 6'a9�8". v 5; 6P.SiZ1NG MD Safi t-59 ._..%E R 9 or S4 .Avr cRIC.C.. _-�,,, Cl G9G KCT- MNX CYp'^Min4 y MCtt'bz..uwmCi eAs-r w u 4 ROCKER !.`B'* MASONRY R 'B' BEARING TYPE 'B' ®5. REdrT. BEARING NOTES ALL. STUCIJVWK\ STEEL Mk%P PLRTtS ANAL6 Se FIAT ROLLED S7{E4 F :TCs wah k" S4 fP..e1 3Nffi E. FttLE EMMM WR t RLL E Eb AMp4TK•1TLps4NT t YeMl CRL. 9 lt. CUTS SMALL SE M IKE F:..RMT QRS a « MACK\NC CAXf&, a. PlITLES SHFLL bE MNCNANED TO A DR 41UQ 94T. P..ILTMFF.1.. lop Or PIUTLe A*. a 'LltlltATe $VRFRGQS ONLY OF SAO4ze 9tATCS, ANCwan. SOLTs TO se 1W'R+�1'•4•tAuca 616TN 3`ntN.,. p6OdR^CtdC TOP OP CCMCRc4e. pwg4OC ONC tu.%T *oPnz T kA " W45KM A. owt NfY NVT PTA. SOc.T. 'R40.TAU ERCN. b'^ / G�:rI"' .cCBFae�n4s "PfestEFfeRa C9vfC. R'°, 3YmrrteTn['.nl.. COVER PLATE DETAIL _G�e.x_v_aT'en -:c tt a. rY-.. a:, aTecL.._ . SECTION & BEARINGS ® 1N� L55 -" 6 swTTr 3 8 0 V a C c!F, 17l 7 1 41 0 SECTION E I AT E. ABUTMENT N 7P OF FLOOR ZMZ07 "O217CII71,L) El E I PART PLAN AT E. ABUT- BACK0.­ a l,c v 'v PL,0J) vimt 16 PLvllls S__Ic4 tog y 12 35.S'-FLOCR INICTH. 3 BAR rl_002 WtOTH, YIELD TO 44a WITH P USES FILLET WELD. 2 IF G. 4. bIkR, WIDTH. WELD TO 4-2 Wr" Z UNE5 OF FILLET WELD. Z P r.. 1� S. 5.7, S' �F Z4,-* WELD TO STEMFLANGEFXNbS OF ST* I WITH Z FILLET WELD NEAR SIDE AND FAR SlDE I., V -M. LAMINATED SHIM. R. DRILL HOLES iN B71il FLANGE. tN, FIELD FOR, 4- Vo ERECTION BOLTS B. VO 504T WITH 54, NUT 0 P,O- CTRS, TACK WELD NUT TO LOB. GREASE FOR EASY REMOVAL. INL F A; SLOTTED MOLE %4 LON(B DIMENSION OR SLOTTED HOLE 70 BE PARALl 4Rcwy %.APPLY ��t COAT OF BETUMAS71C TO THIS 5URFACE, AFTER CONCRETE HAS SET FILL. IiOLB5 WtTM MOT POURED ELASTIC TYPE JOINT SEALER. 0, 111.-0 VENT ROLES 0 VO- CTRS. 1. BENT BAR e NVTeRNATE CTR5, BETWEEN F'RINI.FFIl WECD TO S.T. - I . M.V- BEST SAP. GI V-0- CTRS, WELD To 4.-B4I'8'LG) V!,L APPROX 3VCTR5, WELD TO LOB. t4 I£O BOLT 4 NUT. TACK WELD NUT 70 L- il, 2. It't BEST BAR -WELD TO IZCZ07 Z PER C. G. Ft, WELD TO 12 CZO.7 PLATE TO BE PARALLEL 70 R.OAZWA- CROWN. t7 SLOCK PND OOLr F(W OHIPMEWr WITH OWE OLEEVF -PTEP, CONCRETE HAS SET REMOVE- BOLT # 8 AND FILL HOLES WITH HOT POURED ELA5TiC, TYPE, JOINT SEALER. EYIPANMION JOINT To BE BUILT -to CONFORM -0 Row" CROWN AND GOADO, ,iDT POURED ELASTIC TYPE ...-JOINT SEALER. HOLD 4� BELOW 707 OF C-ONCRSTa, TOP or- t,,UE L A r r2CZO.7 (PLACE H RlZCUIAL) LATE. SECTION AT WEST ABUTMENT STATE HIGHWAY CO -MISSION OF WISCONS:N EXPANSION JOINT B-55-56 1-1-4-18 I eLEVATIO l 5AK6VG .A� 6HRS "'K B_' VAF/E'R t Ulm FOOTII ?G FLAN/ • t'o' 1 PTM�'�-'n Rea I [cY 214L 51" BARS 9f ? w..xro..[u<.v.9Fun NG Lt^air'cS �9.f'="' our Ya o41r, Y»�R M.AP/ hC. 5f�. CE�Yh" S4YC^/ �—����--�L41GR"I'/O.✓ aiL. Ra—....— AS 9 2 C% L>EiA/L B" Oi-rAIL "G LA 6C-= A ®GPM .• � /� ci :.. Y f CGM.ST ✓r \c, �' tIt C i.. —.. ✓a woaz asrFex. ..._....1 Z'5�0��L6, SECT'10M Al G. GRID Prr�VL { "RiE F HWRY GON 11, p4 OF :77GP45 ABV7',WEAl7- ST'R4C4�RC "'�5'� pf � SNE'_T 5 CF z 1, , ABGt.UMN colCSst. . 2, FOOTING PLAN vim P } a w , - � r_nc C?F .vra a p. P Or C4LU14S SECT. THRU COLUMNS CoNsT SO',NT SYM Au".YUT `a- OF PtSR AND fgRc- -._. E. cxr atcas L-'-- ., Oy TiCNAL CCN57 .TWNµ END VIEW SECTON P2 SOf7Z OV ✓� /C � BILL OF BARS HV2C DtM$*Ys1PN5 YM FSeatc+rN6 CFTC4{Vs AR£ GUY 'Y'4 oU-c DETML A DETAIL B - n- DETAIL C CONCRETE MASONRY .. F'cearrn:DS...._._.,......._............----_._..rza _.-._..----.ax.� PIERS hn v<a sP HP�e `°'k Gx!!, B._55-56 j6 -,8 .^®..�.�7.m.... ♦" 432s 1 ... �..9E..2T £e. eB t9 P i - 44is FL BB p 6, i XER" KC^f CP, CcNST R(?tT1R-_J FRONT ELEVATION F!\VdVF 'jR q+NiWG A. C° R£°.NFYaRC£M£n.:T Sfi CJWtNG DE 0.£tciFG.RCEM EMT SIM,.. AZQ4'T 'I C?F 4A I`Y L.'SLOPE PM 5C 1i' t EVEC,. c'fc C"F STRIUGER PLAN AT,:! "SLCFE m Md h! r C"1`.. b N Y 3�Y U R "A6"^©ETWFFN °S'RtNGCR4 "14 'AtG UNDER 6_ARYNfbS !� W YCP raz,_Ri RA..P 6 �I f ROCK BILL OF EARS a I DETAIL A DETAIL B T St-t AL, �. DETAIL G DETAIL D CONS "T`E ABOVE TH15 70'N SS PLACRri AFTER SU%'GR2TRUGS'iSFtE tp' P BAC3 ACE"_. KEYFCtAMED FROM SUTL7A,4EzX HBrvs.ED 2 xe m EAST AWUTMENT .rtnucwlx^:Gi J5.56 sweer7 t4 r'8