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>- taken from the uld x cumbmez! curb and >711! mtn hl‘n'ks six em't". With three- :r~-- vgwn expansion 2-; f‘wm Top (0 the \ ;-'h and stutter and up» "u-t apart {aid em't". w:th r*-- vgwn exp: 2-; f‘wm Top t \ Jrh 4de with '1" "wt apar 0' our gin-:11 f‘ 817. ‘ L My ed er oi '{"_.:‘f'.t‘d stone. 98379“qu 'Evndth ov- feet 3:! ‘69 inches. of “313‘: five (5) 0r w; H 'K' 'ud? mvmay r' i!" Shed stone E'mdth 0V- at” ur ‘nzx ,tlti«‘ \' 1w.- lb c\n.uu .vi'“. 1' n tlkznz. and" pvt' lineal . $1,200.04) ‘d ,1! muth (H ‘r\§| I141â€" nrxrl grade Eh 817.4001)“ xmh mtvr- alt-2132011. U! 51 2 3211 Un- exwuvatwi h rrLth-«f vmay, iald 1i .t 5‘2“!“ $160.1». l Nuts-r (IVE‘TLHZV‘ (.nx‘TV pmu-‘fi- Hts per spam} voated $130.0“ $130.00 wt and :m'lucl- mr «h herv ‘. on a but 030.00 '1 mn- r XLd '0 _0H ‘31) 0‘) L. Lx‘h UH 1) N‘ J I‘ onmmnct ntinued from Pug:- l2) . (on) hei ht to curb and walk nine (9) inc . width of curb (12) inches. to’ body cont mu: com ed by volume of one offllnd Cement. ('0 (2) part and and khm (3) par“ el or rushed none. the ex sur- volume of one (I) part Cement and m (2) land to A depth of one (1) inc :1" 1 1nd concrete mind with n2. water. laid com lot: It 32 parlinul foot .. 30000 3 new :5: iron “phallic (outed mm- hoie overs. each woighing {our eighty H80) ponndl. wt in p (‘e at 815.00 each $45.00 112 lin a! he! of ornum-mal. wmught iron ailing. It concrete urh bridge, four H} feet high. dmilnr to the rnili 2 herein provided for “the new brid e," complete in place II $60.00 per neal {out . ‘72.00 112 lin a] feel of "cantilevered wulk" at L' ncreu- urch-hrid efmnuimmr eh-v (ll) rubic y-r of concrelv. com sed by volume 02 one (1) pm“ run and (‘emenL two (2) parts sand and {our H) arts grnvvl or crus 0d stunt; min-t with suflncn-m Wat . son-n hundred thirty I730) pour ls of n-mfon-ing steel bun. and fort â€"lhru~ hundred {4300) pound; of tructurnl alt-cl. mmnh-lr at 290 170 c bio yards of nlnfurted Pon- lam (‘ement concrete {or wing- wal . extending present culverts Ind recapping wing~wallu, using for! ~fiVu hundred (4500) pounds “99 bars. concrete composed by vnl v of um- 11) par: Pnnlnnd (‘en nt. two (2 parts and and fun (4! parts gravel ur crushed . son-n hundred thirty I730) pour ls of n-mfon-ing steel bun. and â€"lhru~ hundred {4300) pound; tructurnl llfi’l. mmplrlr I! per lineal foo! . v 8560,00 ‘ bit yards of Punlund (‘0- . extending pretent culvn’ts inn-wally. compoaml by mlume (- (1) part Portlnnd (‘omenL 13) pl!!! sand and five (5) par gnvcl or crushed stone. mix with summon: water. rum- in place It 815.00 per cubic yan , 84.35000 four stun com bic NE ' BRIDGE Iner raiino in the. N. .“.S.w._‘u SW. T. Cle R. 3. F. 3rd P. M., consisting of the ullowing: (‘i r-l-‘ill in place . 260 cu. yda. (‘o rete: Including all temporary tun-s. {also Work Ittaizimir,l :(‘oncrvte computed by \olumo he 11) part Portland Clement. two parts and. and {our (4) pam: 285 cu yd; (‘0 rate composed by volume of one (1) part Porfland (‘emenLl th (3) palm and and five (5)‘ pa atone . 330 cu. yds. ; (‘0 rote composed by volume of one I 11) part Portland Cement (hm? (3) parts and and six (GI part: sto e . 150w. yda. Sur are Finish: For sidewath _ quarter (fl) inch thick coat.l co sad by volume of one (lll pam’onland (‘ement and two (2)1 pads and . 3000aq. ft. l for Approach Slab. three-(mam (5‘) inch thick coat, oompoaed byl voldme of one (1) part Pol-(Jamil Cement and two 12) parts and 550 aq.ft. Fo IlI-I-k Slam. throequaner (fil inI Ioat. I-poom sad by \olume of one (,l) part Portland yCcment and tw (2) parts and 500an 1!. F0 Concrete (‘urba and Gutters. th quarter 4%) inch thick coal. (‘0 pOseIl by volume of one (1) part Po land (e-mont and two (2) par}.- .. 1000 'quI. All concrete and met“! mixed with su icient water. ctunl Steel. Cut In. 1nd AI- Bolu: Including painting. and mill inspection 70 mm fofcing Steel: (in place) In- chi ink supports and {uteningn and inspection 30 ton mental Iron and Mmlhle- Mml: (Enacted. including pa ting! Iron Railing four H) high 355 lin. (I. (‘a t Iron Lamp Sundu'ds with H) twelve {12) inch glu- s I'M'li _ _ . _4 tell (‘0 per flashinn, shoe! lend. brunu- 0 plates 1nd miscellaneous iron. rt: and hangers . 1000 It». B I: Masonry for Apron-h. Rail- :nd l‘edcaulu: With cut stone tri and copings, including mnrur an clennmg down. \‘i ified brick in cement mortar 14000 brick (‘u Stone . 500 cu. fl. (‘3 t Concrete UrnL 4 Um: n. n Running P- t 500 sq. ft. D pResisting Pnfiu 500 s E (ric “firing and Cond in: (2 conductor lead and ru her er cable . 40f) li‘ I- ~vuuu».v. .-__ “77‘ cr cable . 400 lin. ft. T o 42) inch Fibre (‘onduil with fiv (5| junction boxes 330 lin. 1". F( r (4) inch Tile Qomjuitn‘ll lin. fl. ( - led-"Wood Noel Paw-cu: C Osoted Wood Nook: three Ind on -hllf (3‘1) inches In dcpH'I ‘ HT hi hininous Filler: E pansion joints W ipv five (5) inch E paminn joints one (1) inch wide. 1nd one-half (3‘4) indie. d p . i «so lin. a. Si ewnlk joints one-half (W) inch 1-. four H) inche- deep 700 lin. ft. '1‘ TAL (‘OST 0!" NEW BRIDGE Ci” of engineering Ind supcrvidon d ring conumtiqn of said pn- .nmAM 1:13;”)! .igprvducuâ€"r _ ( w n the lands ukfi or dag“ N10?) , . .x. W. .flo N u v"-.- wv ., u.--“ R l sar pitch {or bedding blocks x l filling juints between blocks “an lbs. m! he! of ornung-mal, wmught railing. at concrete nn-h bridge, (U feet high. flmilnr to the u: herein provided for “the new Le," complete in place II $60.00 ,' unified with uuflicium wuer. Jew in place. In 820.00 per cu- :lrdr . $3400.00 um“ .v..--._.-.__. ,, med improvement H 88.30“” nvful expenm stunt“!!! the P” edings for maki Odd PM Iprovement. incl M“ col Idea“: of anti". lflm meeting the -wm9‘,'°'.__'."" lxu \vv. .. C ” 338.7501» )msent bddge." from -foor (fl) 1 wide by one in fifty (150) “mm Id u] mun-ted can of uh! I» god impmcmat (excl admin 9‘ joints three (1H inches 5) inchu deep 7 __ 3164.110» R0 I'm. {L mm. amm I unfit w--â€", a..- _. ‘honbonafluflndoauotmdth‘ probation-on oluhcbonnundlnfi prom unduuhwfdmn». attendlgthe‘upo. ' [MAJ mmdmfiw Mum-fa. rm. h and Ma) ”41mm. 53;. 5.; mud wIt . a, ~-. ~__...___â€"..___._..,_ Q . HI" I "urn...â€" Expat-Trains!“ cveryhlfhurfnu‘:44A.l.b7:flA.I.. ' 8:18Ll-ndmhnflhochllfiflll. mummy I F REQUENT service at almost all hours;ahighra'teof speedcon- sistent with comfort and safety; cen- trally located stations in Chicago and Woodlawn, with excellent transpor- tation facilities to‘all parts of the city; unfailingly _ prampt arrivals; l“- w CADILLAC BRANCH ‘ IN EVANSTON' CADILLAC Owners of Cadillacs who live on the North Shore wxllfind at the recendyimtalled EvanwonService Station the same fine uality of Cadillac Service they have received at 3.: Chiago Bunch Thesavicédcpartqugismamuedla'yexpalqmed IIILWVIW “rumâ€"â€"v -c ,777, ' _ Cadillac workmm with trainirginouran'cago Branch and is under our ‘ supervision The new location u conveniently accessible to both steam and electric stations so that owners need lose little time in leavingdudrcarafonetv' ice while en route to or from the city. An mvitau'on is extended to call at this new Cadillac hadquaruers. Convenience Coat-flu. â€" wâ€"vâ€" ' inn-kw chasxlmhli-I A"- 'clcphonc Emma»: 4841 m swim ofdeo'u AUWTmuC “damnch 3' xi Hm and re- aidofiu would}! PA“ iii 2H? ‘H