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# mm" B, LAKE COUNTY,! °W C """~oved by gradi hs'] w'yp\%* _ ...\ "e the President and Board 9f| ountg and laying on the-- .'1 6e3 of, Village of LibTt}-- | tnereof a Portiand coment = :h of Lake llfl'".'m y e . ho State of Hincis: constructing . a v ce--nent We hereby submit an ordinanc*| combined curb and gutter (except ¥ *'ummm the combined --curb -- and ... > the of a local shall _ be -- ommitted be-- in the of Libertyville, Lake the M&w Limits _c--n.uu:.-mdpq.xh two hun-- _' » _> improvement of Milwaukes dred """""'z' feat + in said Village by improving and of the of the e grading the said avenue and center of Milwaukee Ave. with E on the roadway thereof a the South Village limits, measured ¢ "mmm "hmhdnfi Anches thick, constructing a Ave. and having a bearing of ecement concrete combined curb ani eighty--six (26) degrees Afty--#ix m IERTYVILLE VILLAGE BOARD . of the h "M"--- ribed in said ordinancs at Village ha 'rfl.ufl-i.;\ D. 1922. | * day of """"1 b 4 ~J. & Hyatt, . Respect: submitted. _| ns Bernard, Grummitt, Hafe-- | 'Tf' aYATT, * ' Mason and Sturm; Cierk, J.) _ HN N mA'um, Te B N ' * § arn._.2. ho © Renand seconded hy'me "fll,"d lmmv:ment. of' %:r::"" anP en s a... (o AibGcircd io mifics 1 wumflhfl-w of all sewers and water .connections in the village of Lib-- Md 'l,'ls,lm Ayes, Bernard, Grummitt," Hafeman, . Ma-- ""Moved by Grammitt, seconded by that the chairman of the L committee be empowered to _ uahiss Vesns plates for n t in on 2+ Pabie Sor Bersard that thi Di of Public Ser-- vice Company for $414.85 be allowed and warrant drawn for same, Ayes, Mason and Sturm. Carried. "mbyw.mon(bdb! Mason that the annual clean--up week begine April 24 to 20, 1922 the board to co--operate witlh the Woman's Club. Ay-,l-nd,Gm-ih.lhb-. Moved by Grummitt, seconded by Sturm that' the board. adjourn to Monday, March 27, 1922 at 8 o'clock. Adjourned of the Presi-- .....u.m--«m Village of Libertyville, Lake County, Petition signed by eightysix (88) resident citizens of Libertyville for .~m-mmmw wpen up road over private propéerty to Electric Station, presented. . Mov-- 'ed . by seconded (by Mazon 'that the of citizens be refer-- red to the and Bridge Commit-- To sn Rorarh Greminiits Hate: call Bernard, Grummitt, Hafe-- man, Mason and Sturm voted aye mm te Aprriet d a dypsate warrant mhh.d. Car-- vied. all voting aye--., Board of Local Improvements submitted the follo _ .. ; Julfus A. Treptow, Clerk. RECOMMENDATION, ESTIMATE AND ORDINANCE RECOMMENDATION OF THE yA 2 fivm LAKE y gutter, constructing Portland cement Mhoi iecmerncung and connecting eatch basin, constructing | w ce m udecaice int. woorcee aonee fham the South Vil-- o on ons fouthrerty rell of toe Chi-- Touin 'piaces And" tvarts as -- proj ".Tlt B pro« : .*l'orgflnfa flmuvbon by special and for | the i eaer es uies J f -"wfltnmd o . e on wo (hink ty (thiot darcrieige, Mitrraieg & 9t Paol mfi}'&,«y) and z"""lnh"""ii the North Village 1y und ::-?: from a line paralled uce hsn No E.:':'.... harey Tack two (2 northeriy of the northerly --')_ig 4 A--A -- i sn d aise hom n ibke Company to a line of the m . Mitwenkee & St. Paul Raitway by J. A. Treptow, the Tres-- | Shlarly deveribed in se bertyville, | ~ Dated this 27¢ P 4ns i 20, 1922.| A. D. 1922 e ©* &'a':tn'. 3 pont's ; Cierk, J.| '-:#": mfl | Boar ' V lmi) | ORDINANCE NO. 327. | An-&ucn roviding f"] | the ; of a lou" improvement | in the of Libertyville. Lak® | County, Hlinois, consisting of the | improvement of Milwaukee Avente inality (he Biid nvemse and iaping iu the roadway thereof a Polr'tflfi cement concrete pavement eight (8) on anl oae seeed sroren in remne ie v mm ng more culariv deseribed in said ordinancé. And we approve the said estimal® Pn n s tm ce _ Shore and Milwaukee Railroad to & line parallel to and--two--(2) -- feet northerly of the northerly rail _ of the . North Shore and Mil-- warkee , and. also from &A line to and two (2) feet U the southerly rail of the e mne way : & and two (2) feet mortherly of the northerly rail of the Chicago, Mil-- waukee & St. Paul Railway Com-- pany), and! . o All Intersecting streets, avenues, ma,rldeumfiwodw e i die dide thiee {horest, -- _ enue to Tines thereof, And prov for the making of site Iniravemunt wholly by special mm m Poiet C1.ie therefor. _ * BE IF ORDAINED By the Presi-- dent and Board of Trustees of the BJ C ageg r d idys Gounty aw%ilm'?:g JM m hprotv'-ut streats,. points" o Timea®stated as Touore ces AIEWAUREE | AVENUE es stt n on td ikplcs f Mm"whfih } North line of Section 16, P ip 44 North < Kange 11 East of .the Third: Principal (except from a line par-- ,gbn'm'g)'tu'm' No to ll-:fi'l" two (2) , .&ubdhufimy(-fll esns line Mc wineat a the sooltierly sail a-xfldhm. Mil« waukee & St. Paul Railway); and all intersecting streets, avenues, roads, r-'% roadway of ukee Avenue he roadway of ns« Tine three thousang two hun. '"fi'gwy-fio (z"). feat center &«'inv-hln'vg the South Village limits, measured "hmhdnfi Ave. and having a bearing of North 'up-dx (86) nrey --MIX ) -- minutes :-.' the North Village: r'hmwfl venue | @ -- reinforeed o-u&z ; constructing Portland cement gutters; constructing and 'cemstsocting" and: connecting basins, nc vaive -flmsfl cateh basins, with all necessary appit-- tenances; f That thi width of the roadways of the streets herein described shall be measured between the roadway faces of the gutter fags, and where ulnhnoeo-hhd-fld.m' u,mu*om concrete pavement and be as The roadway of Milwaukee A¥-- enue from the South limits to a line three thousand two twenty--five (3225) feet of the intersection of the = of Milwaukee Avenue nlong the center line of M houb./ «: We sefi ts vnaalihen +A L~ > Qmney Avé. and having a --«ix. (BB8) _ (66) minutes west) be * (27) feet in width; Et'hrn thousand two \ --#ive (3,22%5) feet not the intersection of the ¥ Milwaukee: A Village Limits to mols io m-u';dhn :& the of of Libertyville, Lake County, St. Paul Railway Com-- es in g.f..-:\g g & L xib the ' of Eg (838) feet to 4..m-m F artached hereto : & hereof; from Station to Q,'::uu:.wmofifi. Q"H) y= ( from Suation 68.60 to Station ID the width of the said roadway e t s (89) feet to forty--seven (47) feet as shown on the plans and~profiles hereto aitached and made a _ part w; from © Station w io '- 81.170 the width of the said m shall be forty--seven (47) b-aaun Station 81.170 to B&'fiu 82.70 the width of the said roadway of Milwaukee Ave. shall be.. de-- ereased from forty--seven (47) feet to. thirty--nine (39) feet as shown an the plazs and profiles | hereto and made a part sreof; m Station 82.70 to Station . 46 hoonics (o9) fest: from Station J Swtinn. Siile the wildth of on enc toalt by dirg fim(@)wh#; Where the intersections of road-- I are noted twice in the above flw..., no duplication is in-- Ave., Osborne St., Huriburt Court, Lake: Street, nwa/;r.u one (21) feet in ; the 33 ways of Rockland Road, Park Av-- enue, Maple Avenue, Broadway, Pitiee Aupducy Sdioot Street lyi~. than and A venue be twenty-- seven (27) feet in width; the road-- ways of Church Street eabe s EY "'""f.n'"l id with the center line of the nnm.up?-':!b_m ;-'i '."'n". '.bt, as follows: The eenter line of the roadway of South > onre mmmipeicraidc +c o erepme ty Hufacbar Aeommeftiver o * ag Bt 'Maple Am (East 'of III'I':::: se ns j o ooo lve. chal pa Street; the center line 'of the road-- way fi Maple Avenue (east of Mil-- waukee Avenue) shall @goincide with follows, to--wit mw:mtonMno\lm Village two and . one--half 2%) feet east of the center line of &m Avenue, thence north 11 degrees 46 minutes west 82364 feet, thence morth 11 degrees 10 minutes west, 5,055.3 feet to a point of eurve. *hence northerly -- along a of the center w surface verment on'l;: ::.: Iu,-ddflfi':"" :{ the following l-:g!!!'_fi mmvfimgd circles and tangent to the straight w_., hetaramen srade points, all as lines betw shown on GrRape TagvraTion lime of -- Milwaukee " is pane * point on the south with a line 11461 11941 110.71 118.00 gm 77.650 81.250 83.300 87,600 3 J 106.500 112.000 115.172 The top surface of the pavement on the center line of the roadway of the intersecting | streets, avenues, roads, W courts shall be in the grade l defined by the pre-- ceding grade tabulation at the in-- tersection of said center lines with thmmluo{th%"":;"" waukee e. Tae Bur-- Mss af the Pavement o6 the center un.ofthomysoffll!lfidg' R '"":hu- .m;-"" wt'ml' shall to n dn .tts n }a-l' on the center line of the roadway of Milwaukee Av-- enue and elevations in feet above T ibertyville datum plane at the side lines of Milwaukee Avenue as follows: Center line Side lincof Number of of roadway Milwaukee <feet above of _ Avenue Datum Austin Avenue, Cook A , Cook Avenue, hh;«-tcz Lv;:ue Appley Avenue, Elk Avence, " Winchester Road, Walnut The top surface of the finished P.mtmfln""mdh roadways thereof shall be six and ,....5.1} (6%) inches, five (5) inches, four (4) inches. two and one--half (2%) inches, two (2) inches and one and one--nalf {1%) inches wmufi.mun of the onrculvc!lfflg"« seven (27) M("m{) --ome (a)i feet and agventeen (17) feet, re-- spectively. The grade of the top surface of u:mumm.ul' 1 2 chtn coanee tovandn whakh thai bess through ts grade here. .,;L._H- sha ine FJ&{.' at the flow ' ugmu:atd-lh-n(l) Reactes in i o9 on o fi'nd'l'-'l\'md&' surface of e'rb'IBh'Wm woattighed "for ue "top "surface of for the ez'nrha of the pavemeni along the side lines of the roadway. Lous l Accrte ---m --"'Ih:'**il " 1 g:. side lines of d: r::'lm ' hn ighoia 9 s To continte hn | conform to a..fl.! Mnl :uud for 'Z.".fi.""u.: 4. ghe comware The grade of the established for the surtatt * ) * "whe curb / ® ie paeament' slong the side lines| _ The curt and gutter *ball D* S of the readway. six (6) feet six (6) inches in iehgth, 'h.m'nofthnl.*"'ld"' The joints between blocks shall be Mm'. mm-m'. one--half sand . two nundred _ and n-g;wmfiummm (§,225) feet northerly of Cirb and at the ends of all mu'omh d"m,mnhm..di Avenue with the south| 3 y p, strips of and. having a bearing of _ North | / ang, fag --six (86) degrees fifty--six o,.m...,.«....m _)'-hdn:d)ldfi'"'" "'""""&""W'h'm Ung AARL 2 tnak Bortion of the | "*.08®ban. 'C8) Snches above the streots lying between the siGeWwn®. .dtht-rb.flhlh.-trtlhfl between adjacent edges of the top surface of the curb and the top sur-- face of the sidewalk. ** Between the North Village Limits and the center line of Appley Av-- enue produced westerly and also be-- 'm&olanh Limits and a { northerly of _ center line of A with the South mnmit;f(wfidcxcfln venue Inn havine > vharing -- of / north --six (86) . degrees fifty--six ) minutes west, the grade of the plans and ; to and made a of said streets, as hereinabove shall be excavated and so much auch of the excavated material as is suitable and necessary shall be filled into those portions which are below subgrade. 'The finished . Pogg we+44 thoroughly shall have & surface ndmhr-: & which es ols o Poln of the ma.'""".-: E"' Hpau?.?%n"fi{)d the "'n:."'p of the said streets, as .........;"'.'.'3.-.-« which are ubove subgrade of the combined gurb and gutter and concrete gut-- ter hereinafter shall be ex-- eavated and so « and. such. of the excavated as is suitable and mecessary shall be flled into Those portions CRADING SupBics attached here. Westerly, C asterly, 119.10 11040 e 11410 141.00 183.80 116.80 124.57 119.60 11880 118.44 11700 107.30 105.50 'and gitter, i infans on ty mm hl""l,udnudfl;;(&). 1 wdm&aneof&on Those portions of the parkwaye of the said streets hereinabove 'de-- scribed, which are -bovensvdo. shall be excavated and so much and such of the material excavated as is m':geww u:'u-:ny fld': filled ose ms w below grade. "-7 % Mporfiouofmsmbfl& inabove described, lying between outer edge of the pavement and the side lines of the streets, which are "qunde.hdlhmvlldm' so much and -uebam excavated --material as is and--necessary shall be filled into those portions which are below grade, ie raoy uit n Appar m cen bBined curb and gutter shall be com-- structed on each side. of -r;;o;& above specified roadways tween a line three thousand two roadways of all intersecting @« and -- twenty--five (8,225) 'm«l! of the intersection of a line of Milwaukée Avenue the South Village Limits (measured along the center line of Milwaukee _ Avenue: and having: a bearing of North eighty--six (86) de-- ooe P TA N es n NN N e an are of a circle having a radiug of four inches tangent to the pper surface of the gutter flag at flow line and to the roadway face of the curb --as shown on the nlans and profiles nereto attached and made a part of bereof. * J o-b.::mnmnmdi concrete of one part of Port-- |land cement, two parts Torpaid | sand and three and one--halt (3%) parts crushed _ stone or gravel, mixed with sufficient water. 'The curb shall be depressed at all | ways, at piaces. the lowet ,muu-wu lmwdmu&dm«-' | shall be eight and one--half-- (8%) Surplus material shall zontaily four "'-';;&:.M" subgrade, the road way face of the gutter fing, spaced AL_.l.dnfl-hmn-" inches 'and the top gurface °* slope in a straight line to the line of the shown -- and ll.!-;:-vv--".'. l al profiles hereto attached and made part hereof. :. == __-- .. .. . _ _-- three feet center to center so as 1O project nine ('13 inches into the mfim on the plans attached and made a part is npWRrat * 1*'::"'*;!" inches above the base of the gutter at the ter shall _be. C uoo waukee sides of the roadway of Milwaukee pen® FT o sls and made a part hereof. The concrete gutter shall . be (ll)mhwm.fl inches $1 depth at each side. sides thereof and seven (7) inches above the base at the center thereof as shown on the plans and profiles hereto attached and made . a hereof. Pn wmgwmulm of concrete made of one part Port-- stone or gravel with ;ehntm- The concrete gutter shall be con-- structed in i"?',"'. eprig "':-' Teo Dhint between blocks shail. be ,'r&fif- One--half inch round steal_bars, eihtern 5) Mhe ouver o aneaain o s gutter, W')fio eenter so AB sfl:m-m.,.".'m attached and made a part hereof. Portand cement concreté CURB AND GUTTER A Portiand CcONCRETE GUTTER which are below sub~ eement concrete git-- ion of curb lines excavated as fully --Upon the -ml- of fiw de~ us Detween niid, goutts * mt shall be laid a P cement :m the su of which all conform toch;.flu.hnb- 'mbove established. Wt shall consist of .concrete of one (1) part Portland cement, two (2) parts w?ndn sand and three and one--half (3%) ~parts. crushed stone or gravel, mixed with sufficient water staked to m'*gm"*m" --deforme 1 es mopn meake on igying and l:fiinc the pavement. One half inch round, deformed joints, but shall not cross joints. when the lap is made perpendicular umm':'lfiudmmy.fi inotleuthum!ootwh.(bl' is made parallel to the center line of the pavement. % _ Trangverse joints 'shall be pfaced 2"'5,";"""7&36'---&' ~+<A Joints and edge of the pavement and around iw to the surface of the pavement and extend througn the 'fi,%'lfi'i'-'w'? l....u.m»!..-mfi are no gutters. It shall h:fl ;-uw-l'(utmd"' C 'half (5%) inches in a continuous pevexeede PCs W------~----- ce caall o€ a i inch. in oc bnoes and shail . be --filled _ with oint Te Wouslsting of prepared strips of asvhalit fmhhh-hnh pe i -n.i'z...-nb-m being thor-- zdmuflfinb hk "orima ce surface of the for ."dfl'fl on each with a metal trowel and. the f.f'bc:omm""m: &= a .m one "rete ho~ set, the joint fillers shall be cut uff to a height of on« qguar» ter inch above the finished surface dpMn. ks eak is _ 'The finished d " Tind, |M0"fl". sun and within )"":" mfl-odw be moisten-- ""T for not leas than twenty (20) days : low serib t * /3A PA es of the |structed flw road-- | p&) m spoue | Ratt ' y upt? rodgwwes | PPMT ---.L' AMCDE» | constructed along a line to 1ch 9 |ang u(.-m:":l'fl 'fl«mua roadway of pared |M;iwankee Ave. as hereinaneve de-- hflh]'flu.mmousu-;' _ mor lane handred "'"uoo';? as herein-- m gut-- "m11'" g flow line at Station ' l'otnhnwh'fi- Mm"«mmm Sta-- :o-'u.. .hnhm.oog:&ng oo Pettien d maado bnass UN"-- | diameter shall be constructed from a b"mmmmsmu surface |storm water sewer above herein-- | at Station 39048 to an outlet st a m-"u"a'?-u'wdu:n' is THSS |yine shall be 11 feet above Lib hall be|eytyville datam plane: The-- -'"""um-L' be «hed. "":n xi ent fof | sewers be c e on Cach | a;j; sewer pipe furished | straight and sound, thoroughly burn-- rovel, mixed" with sufhcient water aid cateh basins shalf <be ~of : the 1e purns and wrotles parele svach in + mz:-""uf.l be conneéct-- 2 a e oo hot f.f:wm th moyrtar eo&u of one part Hydranlic cement. tweo Aneria e m aanhet "The of this t (8) inch pipe aitte's maieht The petren o+ | grade two (2) inches above the flow (line of t!nm sewer. trc'.fi weight: of the cover with th.mudhoodmlfl" three bundred and twen! (825) pounds. ~ The said cast fron cover shall h:'whwhr.e.- anopltwe'm \ &)mm-nd. |mnfummm-¢d~fl eatch basins as shown on the plans Four (4) concrete culverts shall hu-mu::»tbll:'mmde hereto attached and made a part hereof. _ Said culverts shall be of the form and dimensions shown on STORM WATER SEWERS A storm water sewer twelve (12) inches i1 internal diameter saall be Cc en ces uin in' said" pipe q':'u ? -M- air,. 150 pounds. _ se {ae ie pubart 100 peunes air, 27 days in water) 8600 pound (Continvued on Page 7) CULVEERT3 NEAT CEMENT, water) 500 pounds.