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52 VILLAGE OF WILMETTE PROPOSED ORDINANCE FOR THE IMPROVEMENT OF MAIN STREET AS AND WHEN OPENED AND EX· TENDED FROM THE SOUTH LIMI'l'S OF THE VILLAGE OF WILMETTE TO THE NOR'rH LINE OF SAID VILLAGE, IN THE VILLAGE OF WILMETTE, TOGETHER WITH A RECOMENDATION OF' THE BOARD OF LOCAL IMPROVEMENTS AND THE F.S'riMATE OF THE COST OF SAID PROPOSI<JD UIPROYJ<Jl\IENT. ~otice is ·hereby gin>n that at tlw regular mE>eting of UtE> Board of Trustees of the Yillage of Wilmettf>, held on ·ruesday, Junf' 14th, 1927, the following propost>d ordinance for the impt·ove ment of 1\lain Street as and when ope ned and extended tron~ the south limits of the VillagE> of WiJm(~tte to the north line of said Village, in th<' Village of 'WilmE>tte, togetht>r with a recommendation of the Board of Local Jmprovemt"nts and the estimat e of th.e cost of said prop.lsed impro,·enwm, was mtroduced and refened to the Stl'\'l' t.~ and Alleys Committee of Raid Board: WILMETTE bottom of basin with walls eight { 8) inches thick, trapped and connected to the adjacent sew~r with · eight ( 8) in on vitrified tile pipe and · with a cast iron cover and with adjustable curb equal to Duplex Adjustable Catch Basin Cover, weighing 470 pounds, at $90.00 each, $3,150.00. 1,050 lineal feet of eight-inch internal diameter vitrified tile pipt- catch basin connections at $1.50 per· foot, $1,57a.OO. 12 catch basins furnished with a four hundred and seventy ( 470) pound cast iron cover and lid, set in plac<.> at $25.00 each, $:300.00. 12 new brick catch basin inlets, cylindrical shape, two ( 3) feet in internal diameter and three (3) feet deep \\·lth wall dgo~1t ( 8) inches· thick and concrete floor six ( 6) inches thick and cquippt:-d with the covers taken froni catch bn.sins now in place, and connected to tl1" old catrh basins by an eight ( 8) inch internal diameter vitrified tile pipe at ~;;o.oo each, $600.00. 40,rl00 squart· yards of r e inforet· <l ('oner tl' pa venwnt sl:'ven ( 7) inches thick, eompost-d by volume of one ( 1) part .Ameriean Portland cement, two ( 2) parts of clean sharp torpedo sand anu btree and ont·-half ( ~ 1;2) parts of cTushl:'d Jinwstont· or g-ra.vt'l from two and one-half ( 2lh) to om·-quarter ( ~") incht'H in size, r t:i nfurced wit·)! wirt> nw s h w<'ighing· an a\' l'rage of th irty-li \'l' }lotmd::-: to one IHllH.lrt·d square ft>et of nw!-ih and with 7~ in c h round s led ruds set at four c1nd nnt>-ha.lf ( 4 ~) in cheH lwlow the top of thl' )Jan·nwnt and six (li) inclws l.l"llll lht· out<"r Nlgr· tht>r<·of, and with a cmH.'t-·a le d longitudinal joint along· tlw re nter lirw and along· lin t's t]lil't<.'t'n (t:~) f.:-'t!t uorthPast and thirtt·<.·n ( 1 :~) fPN ~outhwt·st of tlw ct"ntf'r line of t·lw )Hn·t> nwnt aml witl1 one-half inch expansion joint~ \'Yt·ry thirty (~0) fe£·t, uormal to tiH' ecnter line of the pa.n·nwnt, equal to J<~lastttl' l~xpansion jointl'! and cured with t\Yt> ( 2) pounds of Calcium Chloridt', to each gquare yard at $2.Gt) per square yat ·1 exclusive of cement, $105,300.00. 10 n ew brick valw C'hambPrs, cylindri<·al in shape three and one-half (~r;:) ft>et in internal diametf'r and l'ix ( 6) fel·t del'}) with wall~ eig·ht ( S) inc he!' thick and with a cast iron cover and lid weighing four ·~mndrefl and ~e\'enty ( 470) pounds at $7G.OO eaeh, $750.00. ~0 manhole co\·erH adjust(·ll to gnHlt> at $10.00 per co\·er, $~00.00. 1 ~.200 lineal f f'e t of integTal coneretr t·urh, sew-n (7) inches thick and six (6) in c he~ high and or same mix ol' co rh'l't' tr· as the pavement at 7;Jc p pr foot, $!t,!l .JO . (i,280 square feE>t of n<·w concrete sidewalk, fivt> and one-ha]( (:;r ;, ) hwlw~ thi(·k, built in one eourst· of saint> kin<'l and quality of CotH'l'l'te ct!; th e pa\·e m t: nt, on a layer of clf'an cind('rs e ight ( 8) inches thick at :~<' p er squart· fool :·or grading·; at 2lc J>ll' SC)Uare foot for materials: at Re Jlt'l' square foot for ronstrurlion ; and :~2c total Jkr square foot compl(' te, $2,00!Ui0. 13 hng-t· e lectrir light poleg with roncrl:'te haH<' mo\·C' <l and n·sE>t at :!i 1 ;,.oo t-ad1, $180.00. 14 small <"lect ri<' light polt·s witlt cnnCI'ctl' baHt' mnve d and rt·H~:> t at $10.00 f· ach, $140.00. 4,8fi(i lineal ft>Pt of t>lPctrie cabk . tal\:t·n up and rt-laid in 11('\\. trench at 1 iie tH·r foot, $728.40. · ~1,:100 pound~ of ~tt·l·l rod reinforcenwnt at fie per pound, $1,!>65.00. 1 ~.1 OG barrels of Pnrtlan1l cem,.Ht at $2.00 twr barrPl, $2f..210.00. For co!'t of engin<>Ning· sPrviees, $!\,(i1 ;;, For lawful cosls in making- and colli·C'ting- th f' a:-:sessml'nts thC'rt>for, $12,11 ;;.oo . Tntal .......... . .. .. .... .. $214,048.00 . And I lwrt>by <'Ntifr t·l1at in my opininn thP abon~ estimatE> does not exceed tlH· probabl<· co:o;t of tlw impron>nwnl proposed and tlw lawful f'XJH n~Ps att e ndingthe same. · Dat<'d this l Sth day ur Jun e, A. D., 1927. EARL E. OR.:'-J'EH, Pn>s idt-nt of the Board of Local Imtlro,···lllt'nts of the \'illap;t:> of \\'ilmettP . ·LIFE June 2-1, 1927 in setting fire hydrants, electric light poles and cables in southwest part of said street and paving same with re-inforced concrete pavement fifty-two (52) feet wide including· curbs, and seven ( 7) inches thick, except along the outer one ( 1) foot on each 'side of the pavement which shaJl be nine (9) inches thick and except on the two ( 2) feet adjacent to said outer one foot, which shaU be decreased uniformly, from nine ( 9) inches to seven (7) inches thick at three (3) fet>t from the outer edge of the pavement and constructing- an integral concr~t<' curb :o;e\·en (7) inches thic.k and six (t)) inch es ·nig·h, built on the outer scvE>n ( 7) inches of same pavement at the time of its con:;;tl·uction <·xrept aero~:-~ :;;tref't anti alley int(·rsl·ctions, and by adjusting manhole and catch basin covers, constructing ne w brick catC'h basins, valve chamberH and catch basin inlets, constructing storm water drain, moving ~ydrants and strE>et lamps and otherwise improving said stre"t in arcordance with th <' following HJH~rifications: RN·ommendatlon, Estimate ancl Ordinance Uf'rommf'nclatlon of nonrd of JJot·al Jmpro" f'mf'nt!' To the Prcstrlent (urrl Born·ll ol 7'1'1!Mrc :~ of the Villa.qe of W1lm Pffr: \VE> hl·rflwith submit an ordinance for the improvemf'nt of Main StrrC't ns an<1 whf'n ori<"ned and ext<.>ndt-·<1 from thl' south limits of the Village of WilmPttt· to th e north line of said villagt·, nral t)l(> r oa dwayR of intersecting strN't~ and a llcy:o; tn the outer line or lines of ::\lain Street bv E> xcavating and remoYing- th e old (·urbs, eurb and guttt>r and old pavement ctnrl by paving the sam(' with rcinforcE>d con .. crete pavement and otherwisE> improvi 11 ~ the same, . in the manner spt>cified in said ordinance, together wit·~l an N·timate of the whole cost of said improvE>mE>nt: and we r ecommend the' passag-e of s(lid nnl .. inance and the making- of tlw im]n·ovPmf·nt tht-reln contemplated. Respt>ctfull~· suhmitll·<l. Earl E. OrnE>r, Ernest C. Cazrl, C. E. Drayl' l', Paul A. Hoffman. Hans vonRE>insperg·, John F . \YE>idlin, Board of Local ImprovmPnts of thP Village of "Wilmette Datvd Wilmette, Ill., .Tun <' 31, 1 !'12';' The wiclth of th~ Jla venh'ut including tht· intt·gml curbs b f' fifty-two (a!!) feet and !-iha II be twenty ~ix ( 2ti) f eet on Pitlwr 1-;idt· of a lint' thirty {:~0) f e<'t sout·hwPst of and parallt ·l with the ~outh w Pst lim· of tlw right of way of the C hi<'ag·o and Xurtll\\'PSl<·rn railroad, from IHa.bella An·m1e to Elmwood Avenu<', :utd from Elmwoml .\Ye ilUl' to th<· north limits of th<' Yillagp of \\'ilm(·t t·' it sh\l,ll lw t \\'Pn ty-~ix (~ti) ft·t'( on t>ilht·r s i<l r of a 1int· twenty -~·d x ( 21i) f<·· ·t ~~~utll\\'(·~t or an1l parall ·· l with ~aid ril-\·ht of way litw . I~HAPE F,stJmate by President of noard ilf Loeal lm)lron·ments To the Bo(Wd of I"ocal Tm.p1'ol ·rmr nts of the VillafJC of Wilmett e: and To the P1·esident aud Board of Tnt.<~/ I , .8 oj the Village of Wilnwtff': · '£he Board of Local lml1l'O\'l"nwnts of the Village of Wilmette ·having· adoptt·d a resolution and caused to bf' maclt> a draft of an ordinan<'e m·oviding for thE' improvement of Main RtreE't as a ml wh"n opened and extended from the ~o;outh limits of 'the Villag<" of '\Yilmette to t·h ,· north line of said Village, 'lnd tli<' rNHiwa:,:s of lntPrsectinl?: streets an<l all<'YS to the outer line or line~ of 1\Iain ~.HrP.r t by excavating· and removing· ·the o1cl curbs, curb and guttE>r and old paveme> nt and by paving the same with rC'inforcNl concrete pavement and otherwise improving the same, in th<' manner l"pecilit>tl :md rE>commended by !"aid Board of Local Tmprovements: and said Board havini,.\ ]11'1'sented to the President and Board of Trustees of said Villagl' a recomnlt' li<lation that said local impt·oveme nt bl' made I hereby Rubmit an estimatE> of the cost of the construction of said improvement including lahor, matPrials and all otlwr: E'Xpensrs attending- the same, and t·~w f'Ost of making and rollecting the assrssment therefor, aR proYided by law, nam··1\" · i2,000 lineal feet of curbing and curh and ~ruttt·r rt-moved at 20(~ 11<'1' foot, $2,400.00. 15,000 sq uar<' yards of old brick pavl'hwnt removed at 75c per yard, $11,2ri0.00. 11,000 cubic yards of earth exca \·ation at $2.00 per yard, $22,000.00. ~0 largp trees approximat<>IY 12 to 1:1 in'rlws in diameter rC'l1lO\'<' d at ~r>O.OO Pach, $1,500.00. · 20 medium trf'f'S {; inchf's to 12 inrh<>s in diameter at $25.00 Ntf'h, $fiOO.OO. ' 2a treef.l 2 inrhE>s to G itwhes in diameter at $20.00 each, $500.00. 7 fire hydrants disconnt>rt<>tl and rrse>t 6 feH southwest of J>resent loeat ion and reronnect<>d at $!i0.00 <."aC'h, $~fi0.00. 30 water sen·irt~ pipes cut and nE>w shut off valve installed a.n<l shut off box reset at $12.00 E>ac-n, $360.00. 300 Jine>al fe<"t of 12 inch ,·itrifier1 til£' pf)w storm watf'r sE>wer ~~ $2.00 JWl' lii!f'a l foot, $600.00. · 2 new brick manholes for said s(·wer, cylindrical in shape of thr<'e ( 3) f~"et !nternal d ia.meter and seven ( 7) feet deep and walls eight ( 8) inches thick, and with cast iron cover and lid weigh.ing 470 lbs. at $75.00 f'ach, $150.00. 35. new brick catch basins, cylindrical In shape of four ( 4) feet internal oiamf'tt>r ~·x 6) feet dt'ep from cover tn ( An Ortlhanncf' prodding for t·1H· imJH'O\'f·tnt·nt of :.\Tain Strel't. as and when O)letw<l and t·XtPnded from tltl' south limits of tlw \Tillage of Wilnwtt(· to the 1'\0J'th linf' M !'aid ·Y illag<.> and the> roadways of intel'l4t·rlingHtrt-<'lS and all<·YH to tlw oute r lin<' or linPs of l\Iain Stn·et by exca\'ating- and l'l'mo\·ing the old ·curl>,; and curb and gutt<'r and old paw·nwnt and by pa \'ing the ~a me with r e inforced concrett" pa \·c ment and otherwisE> improving- the sam!?. DE TT OHDA Tl'a~n BY THE PlU:S£DE~T A~f) DOARD OF TH.TTS'l'EES OF THE YILLAGB OF \VILME'I'TI·~: SEC'TIOX L That a !oral improvPnwnt Rhall be made in thE> \Tillagt· of \~.rilmt·ttt ·, in the County of C'ook and State of 1 llinoi:o;, the naturt>, character, locality a n<l dt·scription of which local impro\'enwnt is as follows : That l\Iain Strt·('t as and wllt"n O!lt'tH'tl and extended from the south limits of the Village of \Viltnf·ttt> to the north line of said Yillage and the roadwavs of in~ tersecting streets . and alleys to the outer line or lines of Main Street be improved by excavating and removing the old curbs and curb and gutter and old pavement. earth and sidewalk, removing trees, re- 'l'lw g;radt· of tht· top :-:urfa('·· of th1· c·urh and tht · f'l'ntt·r lin e of l!H' Jla \'enwnt lwrt ·in tn·m·ide·l to hf' I'Oilst nwtdl 1-'·\ta II lw tlw numbH· of fH·t ancl <h-<·ima I pa1·t~ of a foot abovE' Villag·l' Datum, as said datum is fix e d and f'~tablis1wcl h~_. orclinancf' of ~aid Villag·<>, as is Hhowu at th c> following· points 1wrf' inaftt·r <' nunwrat ed, to-wit : Station 0 is at t h <' intP r~f'ctio n of th· · south boundary lin <' of tlH Yilhtg<' of '\Yilnwtte and the centr·r litH' of thE> JH'oposf:'( l pan'nH-nL Station 1 is at a point 100 ft·t·t n"rtlnn·sterly of Station 0 m ea~urrd along th e cent<'r lin<" of thP JlroposNl pa n·me nt. Station 2 is at a point 200 f·· r t northw este r·ly of Station 0, m cns urNl along said center line and <'a<·h of tl w r e m a in ing sta tious a long· said itn)H'O\'('m ent which arP numb<.·rE>d from ~~ to ti S hwlusivE>, -is 100 fePt .distant from the prt ·('(·fling station, mf'asured along said C<'nt er lin P. In th<' following· srhNlUl(', wht"rP ,:!'ra£1Ps arP establislwd at points intPrmPdiat P bE>twe£·n two stations the int<' rme diat e 11oint i~ inflicatPd by th~' Station numbPr Jllus the number of fe<"t from said station to the point wh e r<' thf' grade is fix<·d. F'or exampl<': Rtalion 1 )>lus i'iO indicatt ~ the point 1 GO ft'd norBnv f'stt·rly ·from Rtlttion () along thP cent<'r line of th<' ))1'0po~f· <l impro\·e m<'nt. Rtation 2 )>lus !iO ft ·Pt indkatf's a ·J10int two hunrlrf'd an<l sixty ( 260) ft>t>t nortlnvf'l' t<'rly from Rtation 0 along tlw rent£>r linP of th(' propnRI?d im)WO\'\'tn< ·nts and SUI'Cf't'lling· intE>rnwdiatP point:-: ar .. in<lic'att><l in a :-:imilar mannf·r. nradc at ('t'llt.·r Lin<' o( P::l \· c·n1t'nt .\t ~tati(ofl 0 27.42 f1·l·t ..\t Rtation 1 -l :;o f, .,.t 27.!Hi fPf't .\t Station 2 + f'i() ft·t·t 27.i'i2 f<'f't .\t ~tation :; 2R.Of'i f f>t't At Station G-1- 10 ft ·<.'l 27.f..7 f· ·E>t \t Station 7 -1-fiO ft·(' t 2~;.:1() fp f' t .\t Station R -1 riO f,.,.f 27.!12 ff·l'l .\t Station 12 2R.71i f(·Pt . \l Rtatinn ~~l ~ 21 f, .,., ~:Cl~ fp~·t . \t f'tati·;n 1.i 2~.7f. ft·t·l .\t Station 111 2fU2 fc<.'t :\t ~tation 1!1 2!1.~ti f··1 t At ~tation 20 ·l l~ .::i f1·1'! 2R.!l2 ft·t·l .\t ~tation 27+21..:. fP .. t ::1.12 fpt·l At Station 2R+aG fE>Pt ~1.fi:i fN·t .\t Rt~tion 2!1+RO fppj ~1.12 fPE>I .\t f'tation ~1 ~l.!i(J fPt>l . \t Station ~2 + 1 i'i ft ···t :: 1.02 f ~·" t .\t ~tation ::-1 ~1.:ifi f· ··' l .\t Rtati·lll ~7 l R~ ft ·t't :1 0 .~2 fPt>l .\t Rtation 40 ..1. 10 ff' r· t :n.H fN·t At ~tat ion 42 + 71 f··Pt :w.::2 fp('t At Rtation 47 ~1.::11 fN·I :\ O.S2 ft> Pf At Rtati n n 4R -f- -1!1 ft·t ·t At Station ri1 + 2ri fpp( ~1.f'i!i fN' I At Rtation ri~+!!R f<·~'>t ~O.S2 ft't' t At Rtation · 60 + 2ii f<·f't ~2.42 fN·I .\t Statittll fiR l· :iO f··N ~i'i.11i f~·l't nf'tWH'll ~ni<l r;qwrific· poi)ltS tlw !.!'l"<lflt· :>;·1 Htll ht · unifonn . 'fhP rm·h ~mel paYt~ nwnt at !'itJ't>d intt·rsp!'( inns shall f'Onform in lin<' and g-raclf' with tho~f' of sa i<l infPI'~Pdine- strPPts, E'Xf'f'llt at LakP .\YP"llUf' tlw intf'l'RN'ti0n sha 1l br forty ( 4 0) fE>et widf'. Ra i<l LalH· .\ w·nur· intl'l'sPd ion shn l1 hf' f'Xtf'lHlt·d flftt"('n (HI) fPPt southwE>st of th(' snntlnn·st litw of :\Jain Strr-d on thE' out~idP of tlw hriC'k pa\'Pnwnt nO\\' in plaf'e. 'fhr out<·r Pdg-c· of this <."Xt('nsion on Parh sidt" shnll hr a rP\'<'I'St' curve tangent to the fare linE's of thf' old curbing at fiftf't·n (15) feet southwe!"t of thr soul·l nvrst linP of Main Strt>f't, nncl to tlw nE>w 'c m·b at thf' southwf'st 1ine of :\J::~ in Stt't>et. 'fhf' S11are bf'twE>en tlw ]1rcsent brick ]>a\·ement and said reversN: cul'\·es shall b~" pavf'd with <'oncrete payc .. ment seven (7) inch<"s thick of same m:x as herein specified and shall havE> a eoncrete C'Urb of same size and kind as herein l)rovided for Main StJN·t a long- the outer edge following ....>the reversed curve. The grade of the top of the curb of alley intersections shall at the southweHt line of Main Street be the same as the sidewalks now in place and shall slopt· uniformly down to the curb of the main roadway. A plat showing th~ said grade~ and other details of said im1>rovement is her~to attached and made a part ht' <l'oL At £treet intE>rsections where angks nr·· formed by the rurb lines the corners shaH be rounded off by .the arc of a circular CUI'\'<' of fifteen (H.) f eet radiu!', tangent to the back of q1e curbl-i antl at allt>y intt-rsl:' ctions w·)wn· ang·lt ·s a.rc fot'med they shall be Himilarly roundt·d off by the arc of a cirf'ular curvt· of fiv" t:;) feet radius and tlw p:l\,' l'llll'nt l'hall r onform to sai·l t'urv(·s. Tlw crown of the pavemf'nt shall b· · ( i'i) inches higlwr than the g-radf' of 1 h. · g·utter opposltt.~ therl'to, and thP uppl'r lint> of a cro~s SP<·tion .,f tht' r1nislwd pa.Yf' tnent, betwec·n Bw curb~ and normal · to the Ct"ntt>r litw th· ·rt'CJf, shall bt; the arc of a ·rirrular Clll'\'(· passing through said spt>cifil·d points on tht· Ct' nt··r litl· · of thr JlaYt ·ment and at tlw g-utt,.r lirw~. GRADTN(; On tht' roaclway lwn·in proYidt·d to ht · impron·<l tlw ol<l pa\·pnw nt and curb!' Rha ll b·· remo\'t·<l and said roadway sl ta ll lw gTa<led to its full width to a subg·radt>, whirh aftf r hf'ing thoroughly r·1ll e d wit 1 t a. tE>n ( 10) ton ~Plf propf'lling rollt ·r , 111' t·quint lt·ntly tam]H·d wh(' rt· it r>a 11 nt·t ht· rnlll:' d, shall bt> ~t·\'t·n (7) inrht·:-: bt·I· ·W tht · gTadr· lwrt ·in ~JI· · <·ifit·d for th <· ~ ur fnC't· of tlw finisht·d roadwa :·. Tl·· · ttlllt r t\\'Pl\'t· (12) itWh··s of tlw :-; nh -~rn(l " ~!tall lw t·xcayat· ·<l to nint· {!1) in<"he:-: h ··low tiH · gTa<lf· of tlw fini~itt'(l pa \'t·ll·t ·n t and tlw two ( 2) fl'l't acljaet·nt sha.ll },, . uni formly !-iloped up to nH·..t tlt·· ~ub-~· nttl· · ,,·hieh is sc>\"t'n ( 7) indws he low tllt' grade of tlH· finislwd pa.vt'nWht. .\ft·' l' grading- tht· roadway, th · ~ult gt·adl' sha 11 h t· t horoug·hly rollf'd an<l f'Otn).Htr!Nl as abn\'t· s)wcifiPd. Any dl' · JH't·ssions whi <' h amwar tlurin~ ~aid r oll ing· an1l tamping-, ~hall ht · 1111 E'd wiU1 th· · bf'st part nf th<' f"Xt'aYatNl matPrial and tlw :-:urf<IC't' n ·-rollt·d or rt·- tampE>d, whi· lt proc·,> ss !-:hall lw rt·pt·:ttt·<l until a !' Uhgra.dt· JWrft·ct in form and c on~pn·ssio u ~hall lw seC'ured. All manhnlt' c.c>Y<'rs along th f' lith' <·f this imprnYPnwnl shall hP a,djustc·d to th" gradt· of tlw Rurfacr of thf' flni~h rl rnatl wa y. All <'atch basin ro,·prs shall b " adjt:~· t ('(1 to t-!1r> 1i tH' and grade of t l~t· nt ·\V pa , .,.nwnt. 'flw nuplex catrh hasln r.on·r:--: now in J>lart' on bric·k cat('h basins along tlt· · guttPr lin P of thE' pt'<·R<'nt ]Hl\'t'Im·nt !-hall hf' rt·tno\·ecl and a f'ast iron mallhol·· cn\·t·r an1l lid, w.~ ighing four hundrt·fl ancl st.·Yenty ( 4 70) pounds sh ,tli lw sd i't l>lart' tlwn·o f. with tJ1f' top at Ln·· g·rn<lt· of tlli' finish ed roadway at that Jloint. 'i'h· · Duplt·X <'atrh basin ('0\' P l'S ~h<tll b(· rr>-~ (· 1 ·on a n<'w bri<·k f'atrh hasin inkt lor·~rt .. d adjart>nt to tlw n('\\. curb and opposit·· thl' olcl basiu . Raid ratc·h basin iniPl:-: 1-:hall lw cylin(1ril'6l1 in shapr· anfl of I\\'" (2) ft·t·t int<'rnal <linm<"b·r and with w;lil ~·ig·ht (~) indH' S thick, of bf'st qu n lit~· h a r<l hlll'tH·<l sC'\\'t·r bri(·k, ln id in L ·, ·mt·nt !l1()J'tar. Tlw bottom of sni<l c:ttch basin inlf'l:-; shall hf' ronstruf'tNl of concrdt· six(fi) itwlws thif'k of samf' kln<l a1Hl quality as spf'f'ifif'<l for tlw paw·m~nt. 'fh·· top of t·1w floor of said basins :,;hall ht· tlm~ f· (:1) fPf't h<'low thr> g-rallP of tho · f1nisltPtl pa\·(· mt ·n t whPI'I' lrlt'atNl . 'fh,· nt ·\\' inlt·t hasin sha 11 lw ('nnnPctf'il to th. · (\ 1<1 f'a tl'h ha l4 ill onnositt· hy a \' i tri n,, tl I ilt· piJW of t· ig·ht ( ~) indl f's lnt<'rnal dianH·If' l', and ayrrag·ing- tPn (10) f <'Pt Ion~ . s·1id pipP shall be ·];tid to a uniformlr ll<·~t·<·tHling gra<lt· rtf onf'-quartPt' inr.h t· otw (I) font from a noint six ( f'i) inrhr·~ aho\·,. tlw floor of th~' tkW f'atch hnsin inlt't to t·11 e insitl·· of tlw old c.atcl1 h:t :·· in O])J)OSih' thPl'dO . . f'.\T('H H.\SlX~ 'l'hirty-fi\'(' (:l;)) ne w brick <>:tt<"h ha :'ins shall 1 ~<' ron:o;trurtr<1 nt n(·C'I·!'s:try points : otw at t'a.<'h roundt·<1 <'ot'nt>r of 1·:wh 1-:trf·l' t intt·t·spdion ··xrf'pt at C:rf'<"ll\\'OO<l .\vE>nU<' and Ashland An·n·u<' whcr, .. <'rttch hasins art · now in J1htcf', al~o on· · on lh<' northf'ast line of th(' JH:'W pan'tn·' nl at tPn (1 0) ft'l·t Routh of th1' rrnt<'r lin.· of \Y'ashington i\ Yt·nut> pt·o<lucNl norll· Past: one on Pach out<'r linP of tht:· J1aYPnwnt at thi'<'P hundi'Pil nOO) fePt llOI'tl tWt'S t of tlw Ct ·nt .. r litw of Ehiw:ood AY·· nuf'. ,Said catch basins shall lw six ( fl) fet·r rlf·t>p, nwa~uring from thE> to.p of til·· bl'irk work . Said ratrh basins ~hall lw cirrula r in form, of an intf·rnal diam·' t<·r of four (4) fl'c>t. The walls shall h P f'onstrurtl' <l of hri<·k masonry <'ight ( R) inrlw~ in thirktwss, com])ni'<"d of the best· grade of hard hurnNl ::-:<'W<'r brirk, laid in Portland ct>mPnt mortar. 'flw insid· · fac(' of tlw walls slla 11 be was-'1ed with :1 neat Ct>nwnt grout . 'fhl' bottom of sal(} f':ttrh basin ~hnll he ronstructed of roncret<" six ( (i) inrlw~ In thif'knPss, romposed of one ( t ) part of Portland CPment, two . (2) narts of rle:m C'oarse sand, and three and one-half ( 3 r,<) parts nf washed graveL The upp<"r three ( 3) feet of th<" wall!'! of the catch basin shftll b· · drawn in from forty-eight ( 48) incht'~' to twenty-four (24) inches in dlametC'r nt