Loading...
70015 - 2017 Bridge Painting F.H.W.A. FISCAL SHEET TOTAL Exp Rculinn Section E,SP R¢,/rr/j, Sedron Ne,N Sheet REGION STATE PROJECT NO. YEAR N0. SHEETS StadfIczriiRar4noSec Standard Roo//n9 Sec/,on Standard Boding Scefion _ Starda/d_R3�/ti, Section Void O/d S�dst 9a3 85 _N°- 7 - Z Spa. 71.0`-.151.5"- T8 /7Spa Q 7L8)40'"= /3/' OYZ' 18Spo./3 TB 's/38-9' T Bk 2 S 7=87"= /5=5'r 7 KANSAS 85 U 0833-01 1983 18 27 G7=0"' SG'-O.. 6I-O ,Fs-0" 5/=0- _ CoactJe Reolsed Sheet - 2/27/86 N Seg •I •1Jesi F1b v1. i Petr 4'/ tL, h/PH •Liy1Pok _ h F'420 d Exp.End Q 0 CD , ® 0 �Ea_si Ab„J. ♦ - i Ro way A41 3'-8', ® 0/ 0 ../0./ 0 / Afar J:g- _T..: . g" 2- 9;0�0,, Exp End r Exp.Erd \\\\ T c� 1 /.. .. -J.. - I .. �- A .. A402 A493 *2 Lig;Fide l-(0•t l �'/o" Light' A,k Ligh/ Pok /0"Indan,l r SS= " S.Ze/Ji 38'-0' 0 =O S6 0" 80-O'" I {C -�4a//, Sec/ion 74t. 91Ondard Rai/in9 Section __� I Standard eadiry Seeliao l7'9h� I_ I Standad Rcrhi,9 Section p-8 T ,' _ Ai 2*am 7-'8A ` /7 Spe, O 7'83,4=/P.:01,4" /8 Spa.Q 7=81h'"/3849" 1/ 2 Spa co 7 gg'_/S's" , '- /S=S' C hap Rai/ril Seefi0, _---- N Exp Raibi,g SeJxn POUR SEQUENCE AND HANDRAIL SECTION LAYOUT kts " , REINFORCING STEEL Bar. Size Qtx Length Shape •Cu` L ,s.`igg None Rads — -Ex/sfr 6,rdsr o=/cr Cv,z-coon t Cera rr•ie/ o= A40, •4 /04 5'Q' Ra,/int ( CSx 9x 4 9' -1 A402 j°4 f S'.b r 4,i,e Pat// 'Fritting („rder A410 -' i osrr��..era , 8501 FJ40J 4 4 4''1"' -r . , 8404 t4 I 4=O" %It F.] '�/_ y [C /940S -'4 20 /4=6" — /1404 14 4 /9'9" — .e940 7 4 4 20=6" 1 t\r A '`��.7, I* Y4' ��' / TP / 01 /. A409 "4 24 /4.-6.: — ', I Z r L 4Jxg'x4x/,D"'Li / A4/O '4 /6 ..c-‘ Q S/ee/44i05 ,Yx 2 i'I A*/ "4 /6 T 6' 0 ! i t-- sio/ ,oi4:b' I I ► T "I A4/2 ''4 32 t•y.., stet/Pates _ i 3/�r yP r /-0 P SrfWF/.s , I t RLo/ l`c: 8. 3C O_` SECTION A•A ® ©Nate' Strutt Line to be Removed v Soo/ �4 /04849 Soo/ 4 i- S-0h,27-4 — SEWER LINE HANGER and Reinstalled boy 8401 g412 3402 s6 ' j ,y=3" — END DETAIL OF EXPANSION RAIL AND others. Sh03 '6 *'913/=.3"` — (For lnlorma/Lan Onlyr--(2--H WATER PIPE HANGER S4o4, "4 0.3 0 ZY MODIFICATIONS • ° $405 "6 /c5'3" SCALE I"•I'-O" °`� ° 5404 'L A.,l'39�6, 5'— °p % C407 e6 7=0" ° vLI 5408 eb C766) 8/=3" " m s4o9 '� ;f642/1:0' — 4X- �Vi"0x 0//'A,cher Bo//s (6a/visited) 16, ` __ r 4 4-0•v =e"'— }}w�,th Bo Ends Th,raded r7r1 I018% S6// *G (-) 30�¢,2.7 "Q --�I�Ih3 Cft"'Qs0'-'1418"flntJra Bo//s w,/A One End / G" ` ¢^ '1—_ S4/J A4 4/ �9'�a-YQ/ '- 9 ' Threoded for End Ports%E,1her Side of 2 i,tPo/es) I Rani/,rg Post • Rao/ e3 270 3'0" Q 9' - 860 2 850/ +S 360 4'-3 " —1 $ 1'/x/;'Go/v. Bo/tr ‘',//b.Ea�fo_F.zer aF Fbsfs WSW IC i Ligh/ Past g3Q! ,$+2,QZ • 6 o I ■ I4j1 sAo/ eg 750 2=8' —1 -'j- ST S Nf/4.S ♦ \ `�. OU/int of. on /"OXO 9 Anchor Solis(Go/visited) r B9o2 4 /6 S/=p" Exrstiny Vo 6e ser/verged I -I _ Base Castrn9 BENDING DIAGRAMS and reused in nc✓ FQce 0 1 Pest PLAN (All L,�. and Out do ad) 8501 ....;56. eS 750 4'0" r-' strueture �$ 860/ •6 z8 41'3' �■ Note A/!Bars To Be Epoxy Coated M . -� r S'rocd to be Pk" INN]? Base Cctsfi 9 s c Note: Light Poles and R¢i/inyg do be salcrt�ed �_ �� V n aFtc Pole /s se/ rbp 1 means of p/arab r• or ¢nd reused rn neo✓ structure. L TP of concrcfe zt, �_ 1 and Plumbed t` ' �'r 1% ' . 9 2 — 1 g / L,yhl Poles and Rai/ii,ys are fa be 2 R3o/ SIBndb/aslnd and poi:rise/ prion to 1 /Vote: liandrai/&ebb° la be No. DATE REVISIONS BY APP'') 11.1,14- ELEVATION instal/440n- Nole 1",z,,,1 Coner,o�3 w;74.4 /1e"-` _ Yso! Removed and Replaced on Overhead E/ectelea/ Servide to Lights KANSAS DEPARTMENT OF TRANSPORTATION neat ten/en,/ ggmart ,;,media/y New Brirye. IRON AVENUE BRIDGE OVER SMOKY HILL RIVER 2r dd /Lotto.//� lees. wi// be Rernoued and Repkeced Bed CflR-ors. n0 11011 Mk: Har,drar/ 4nel L/9At fbbpair,t .oho// MISCELLANEOUS DETAILS Tees that are domayed or .7fnerx'ue RAILING POST DETAIL un suitable For reuse es determined-4' (fja,/h9 post ./, side of Light Riles BASE DETAILS FOR sy3t n,. to floe finer organic 21st-Vint'/ /he fn ineer.,chat' be re /aced aria s y a tern' P.ROJ. NO. 85 0 0833-01 CITY OF SALINA,SALINE CO. 9 P 9 M similar. Exeeyot Me Nand/7a LIGHT POLES • ods♦Neo VL1, 4.571,7 ,4-36 Steel Shape WTS•/S' Is /nsta//ed on one side ani.) SCALE 3/4"-1'-O" aecxeo DWHITE,HUNSLEYE ASSOCIATES oonn,rr,q«ro...w.I*mon fadrica/,on on/y will be paid as "Ex/re Wori' /Any sloe/demeyed thrvCentreetera nee/pence nr onto VOL TD mr ro accordance to ,TOOT S/aAdard Seeci 'cetie,tr um b.rep/teed et['en"roe lees Expense.) - �_ • F,H�YA FISCAL SHEET TOTAL I /B+ !d, yak New Sheet-Viiel0/dJhes 'EC310N STATE PROJECT NO. YEAR N0 SHEETS �• 1 9-Z 3-8S NO.r �•C4>< ji Beor/ny 'r 7 KANSAS 85 U 0833-01 1993 19 27 1 �— EAST IRON — s!! I. '�/��i//i��1, h Rased- J AVENUE BRIDGE I Ih -�+=_ s_ _ __ / NW' \1- ■ ■ 19XX I� I 1 S•F • II Border /y - I f/:llnrr R +•B A/lgched � d sYs' ._ �(%i Y" Abu/merls CITY OF SALINA I or syowr� /or piers xxxxxxxxxxx MAYOR 2Y8 1/ .218' frier No.l XXXXXXXxxXx PLAN I- /7- /Yc"0hblssla' >sA325golo's xxxxxxxxxxx TOP BEARING DEVICE zxxzxxxzxxz I xxxxxxxxxxxx T�, ABUTMENT STIFFENERS /4- A - • -C CCMMISIONERS Y¢ I/ !� S. R "P i Z" 'renal/ z" TYp oP C 5°6' YP 75P r ' A RUFUS L. NYE I I 2 q.54x8 2 4 " .4 111__J!��" few'-/3%' 4" -t i mimminommunimm CITY MANAGER ' _ -L net,A/o./-/Z` DEAN BOYER I 1 'I; T-- I Q9 CITY ENGINEER I 0 % �'� . 6 •. .z• 4x/8"3/ WHITE,HUNGI EE S ASSOC. tIli= s. // •t 2-e X8"" ENGINEERS 1 � % imi •, 1 •;-.{ 3' Tyo + xxxxxxxxxx �� MX-lobar =' N.. q 1 1 1 � ' 161 :, -.1 1. *(7;‘') CONTRACTOR Iag - I I �� ^t IQ.\t �mu 1 '- rP) DESIGN LOADING HS 20-44 31e ' 1111 :I ci No X XXX Names as Dirxkd 64 the 2-3/8 p Lugs i2a i /2 K4 "LesJ a es ar / • x/-6 'nchar: //s• : : En ,'icer, Furnished by The Gly 4 • qqpp -2 Ned Pia9 Each boil- Eh 'neer. Coml.-etc/0e do lumisA BEARING STIFFENERS Q PERS •• Pe ii/o.l S" " _ -_ B e8 x,2 /- rubb.n9 ticker Cas4ins. No scale /-e �.. • — • Z L'si' PROJECT MARKER 9 BRIDGE NUMBER PLATE - TYPE III 12 REOUIRE01 No/c' C tie to bay or pray de, Can/roc/er EXPANSION SHOE ��"l8 x3 l to /ns/o//only. INTERMEDIATE STIFFENERS y¢•(41 4''q xd .. .. , No Scale hZ i (/Deludes n//excep/ Beer/nys) SPLICE DETAIL Posh Spccin9=3/ Sp..r�s ra 9:-0141 ,7?-'-=Z7/i y, -I I SCALE I/2"•I'-O' 1../..y v=0y4' I 9' 0 / B h•. h, alAIMIA 1 (%4'0 Holes F t�) • �`- 3'16" 00SeerC It A 1- O m • Genern7 Notes: • The. Hor,zon ra l Members of the Rai! and \I I II, L • �.... _ - - . ' The. Pos's shall be Steel hb/low StruCfuln/ _N �' m 1 yi�toles soot/D t 1=4-Anchor-Bolls T4tiI n 9. All Pimles shad conform yo ASTM e/ .. v f 0. N I hhAdtEach•x lt1 r f'e./P 6 Groin No/G Y2 '� olesi9n4t/On A35. _;� x ` I r r -..-.- /'- o.. ____+ Ad por•/s of the Rad, Poa�'S ono, Mise Plates T I—J 3lxill be paln/ea� with fhG mor9on ie • PART HANDRAIL ELEVATION 3,. 4,. 4. 3' -g;y FIXED SHOE (PIER NO.2) zinc•viny/ zysterr). NO SCALE I�"9 Drain '''''''''''[---.-3--. - /Q+ �,k'-o BEARING DEVICES-NEW EXTERIOR GIRDERS Pole. s4\I NO SCALE Rod Posts shall be perpend/Cular to Ago oP ., BASE PLATE DETAIL Curb. SCALE 3"=1'-0" Rai/ .shah/ be, ibbrraa/Fd in zeregms 40/nc/4nls 9" + M/n M4 _. a / /y o,C -two and a. n'Ktlrmum of Gx3x 0./88 ----- 0.188 Ha/low a -three panels. Horyeen/a/ Rai/ member Sha# Ao--� llol/ou/ Struc�uro/ lubin9 Strcrc<urc/ Tub•n-J 6.e 3'x0,188" Al A& 7�7•" Fl 6 Ts p. n rK�� be at-lathed -lo of /east 7'4.4 posts. IStr C lura/ T/6,164 1 4..,i 4`x 0.188 a ---t=---- - A// Anchor B0/(s and Nuts sha// cbn�yrn 1ti Mill °t I -vr - article /4/4(a) rashers shod conkrr, 4o l'tollou/,Sl-ruderal lubin !'L" ,S af.((4 ,_.�,.1 I 9 �" 41."x 4 z 0.188 Ho : (4/8"1Z 5) I 4.r•l7Glc /6/4(d) of fhb 1480 X00T Y, � Oran No% O --