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HomeMy WebLinkAboutOrd 84 07/06/1926 ,r'" ,- Dr AN ORDINANCE PROVIDING F'OR 'Ein: GRADING, CURBING AND PAVING WITH OONCRETE AND OTHERWISE IMPROVING PROSPECT MANOR AVENUE FROM NORTHWEST HIGHWAY TO HIGHLAND STREET, IN THE VILLAGE OF MOUNT PROSPECT, COUNTY OF COOK AND STATE OF ILLINOIS. BE IT ORDAINED by the President and Board of Trustees of , 4 The width of the roadways of said streets between said points. are hereby established as follows: On all streets except Northwest Highway twenty-four (24) feet, measured between roadwa.y faces of the ourbs. On Northwest Highway sixteen (l6) feet and six (6) inches, measured from roadway face of ourb to edge of existing pavement. On alleys, the full width of alleys, measured between roadway faces of the curbs. 1""'. \,. --- The crown line of the pavement to be constructed shall coincide with the center line of said street. On each side of the roadwaysof said streets and alleys between said points there shall be constructed a Portland cement concrete integral curb, except across the roadways intersecting streets and alleys. Said integral curb at its top surface and at the gutter line shall conform to the elevations as shown on the drawings hereto attached and made a part of this ordinance. Said Portland cement concrete integral curb shall be constructed as hereinafter provided. The roadway of Prospect Manor Avenue and the roadways of all intersecting streets and alleysextend~ fro. the curb lines to the street lines of said streets shall be s() graded that after the same are tho%oughly compa,c"ted by puddling and rolling with a roller of five (5) tons weigbt and that after the pavement herein described is placed thereon, tbe surface of tbe finished pavement at the crown line and the gutter line of said street between aaidpoints shall be at the elevations 80S shown on the drawings hereto attached and made a part of this ordinance. A transverse section of the finished surface of the pave- ment shall be an arc of a circle passing through the upper road- way eelse of the ptter flag and the elevation of the center of said finish" roadway at every. part of the roadway of said Prospect Manor Avenue. In all intersecting alleys between said points and the street line, the surfaceof the finished pavement adjoining the curbing shall be one (1) inch below the top of the curbing. The finished. surface pf the pavement at intersecting alleys extended sba1l extend from the gutter line by a general slope upward to meet the s~reet line in such a manner that the top s~face of the curbs on both sides of said alley returns Shall rise at the rate of one (1) inch vertical to elght (8) feet horizontal and the point of intersection of the center line of said alley with the street line shall be two (2) inches above the top surface, of the opposite curb and cross sections of said finished surface generally shall be arcs of -Vertical circles Which reapecti vely decrease in curvature with tbe di.stance from the street line, becoming a straigbt line at the ptter line. At street intersection the grade of said top surface of said pavement shall be modified to such a degree only as is necessary to make the top surface of said intersecting roadway correspond. The parkWays between the backs of the curbs and the street lines, except the space where there are existing side- walks, shall begTade4 evenly from the top of the curb to a point one (1) inch below the sidewalk, wbere sidewalks eBist. Where no sidewalk exists the parkWay shall be graded level from the top of the curb for a distance of five (5) feet away from the curb and thence shall slope up or down uniformly to meet the existing ground at the street line. ESTABLISHED GRADES: The line of the top surface of the curb, when constructed or said lines extended and the gutter line (being th~ line of !Rtelsection of the plane of the roadway face of the curb and eop plane of the upper surface of the gutter f1a.g) and the <- ..."'" ......... l '\.,,./ C< top of the finished pavement at the crown line, shall be as shown on the drawings hereto attached and made a part of this ordinance, said elevations being given in feet and decimals thereof above Village Datum, at each of the several locations specified. From each point specified for one street, the line of the top of the curb (or said line extended across the exten- sions of intersecting streets) shall follow a uniform grade to the next specified point for the same street in either direction. From each point specified for one street, the gutter line aid the crown line of pavement respectively, shall foll'" a uiform grade to the next specified point for the samestr..' in either direction (except across the roadways of in'tersectingstreets). Village Datum, is ascertained by measurine from a bench ' markwhieh i8 the top of the west head wall.Gfthe ctUvert on Elmhurst Road immediately north of Shabone..,:J......ilt",,1:n the Villaseof Kount Prospect, Cook County, Illll1018',said bench mark be1Di. ninety fOU. r and sixty-four hundredths (94.64) feet above 'illage Datum. Catchbasin covers herein provided for shallbe .imilar to and equal to catchbasin cover now in place at the southeast corner of Prospect Kanor Avenue and Isabella lti..t in the Village of Mount Prospect, Cook County, Illinois. storm water inlet covers herein provided for shall be constructed as shown on the drawing hereto attached and made a part of this ordinance. The expansion joints hereinafter provided for shall be of similar construction and of equal quality to the one known as 'Ilastite' as manufactured by the Philip Carey Company of C1ncinnati, Ohio. The steel protection plates hereinafter provided for shall be similar and equal in quality to those known as "Truscon Armor' plates as manufactured by the Truscon Company of Youngs- town, Ohio. The entire improvement shall be constructed in a complete and workmanlike manner and in accordance with this ordinance and the plats and drawings hereto attached and made a part of this ordinance. .- ,.--""""" ''';;','''/ On ..O~ a14e of eaoh :roadway to be improy" t.el'e.ha11 b. ".ft1"u....... . 'U'tland o...n:' oonore". Conarb bui.l t t.ntecral w20th ~l..paYement. exoept ae:fo.. Interseotlnit' roadways. ,,-.. . cub. shall be of . varying thlcknett8 &8 h.elAatte .,,,,, ............. b.elgllt \be"., Da11 MM ,.",.1." by t b. ~~.., ..'.'" top '.1 CJVb. 04... _.1" '.. )ler'. .....1.........'.. .1....1"1).. e.. the. '. .... . . _.r.,..r.. ....k ,... . t.. ..II aM th. l-.ac1n- ...........i....1..141.. eub.. .ad ...._.... t .1..\)...._~I." .1._. .,ft. '. 1.. oa1 ,.1.. (lal 1I\Ch.. ..put ....su.....Rata.11y....Ub ...11t .. .....1t l~ web ,. JIIWt... ..,.....,.popt a 'lau ....1 .to tbe 'Oa<.11 t..e .t ... ....,..1. la,.... ............ ........ .utue Qt the .CI1U"tJ.t.n a .....1......&1 ...11I.1."........'.'............ .....1.11A...........'. a.e .1.......1.. of Whl.d .&11... b. ....... '.' ....... .... .......t.... '.".'.). laohe. ~'......." '. 81ftati.. of the ptte7 11ne .."ft_.. ..,tau '.!'!:~~_.,".;. .aIld 1n lIlloh _nel" ..bat eatd. ,lau WUl u'k.... ........,... .." . taoe .f tlteO\l%b 'eM. the 1~.....4J,yldlac !PI....'................>'.....'-.'....................fti........ll.. t. .'18.. 1. .lug1. yut.. 1..1..' .......'.....,..... '...... _..... 1JI '........ .., tllelnt..eotlon Of 8a14 ..ti...l" ''-..,......1 1.'~1,..1l ,ttile .Ub WI th the top aufac. 0'" "It .hall be .. llQ....t.lted.... tollon: . .,~ at the latereeotl" et .aid IUt'a 1-'._ .a1d ....'.f.l....an4 exte.d.lng 1n a dl:rMl1on ..........i'......- fue ft........ ea_ d-., De lUG .f a 01".18 .a..._. '.' ..:tf uta' (9) ~.'''' ..,ell' of .alon ue .hall be 40... .. ..(t) iaob... ....,..." .....etb., ptte:r 1111e .. .. "lnt .f....lI.. __0' .~.>..lJ'f1e.next herein desorib9d;an4 ,.-, -.C..'.>>O .ta .b8le "'T'. lip"" of .. :rut.. 'tV"." ........- t~"P"(;S) In.he. t. intbl1ty. aflLT11.1 .*-'... ~..'.. 'back ;~.<.",.. ___ 01' ..14 Une ft,.....,. tuttI. .~4'''''., .UOUCb '...-..,.. .'ht _&e't 11.. of the ClUb 8. .h.a1........'......lt.. ~....._., ...._ ilk. plan. attae." h....., ..........t to ...... ...t a. e1Jicle h.a.ving a'lllne (9)11);. ....U..... I '.'.....t. tor int$gr&1 au.rbs _hall be .... ~. ...... }Wo- '....t.... of ".. __ .,eri&le .. _b.'...>........,. ft. .......:..'... .....' ........... '.... _. .fe. %.'h.a... ". per... t10n of tb.e 1ntep.l...O~..../...... ....d..._..............t.......u.. ..... '.....,.1".. 1__.' ..,..".%, aA&11 beiJmJle41..'.lr 4.,..1....,..... ,.,..'.... ..en fthek off aad loll", The ..P.~........, _....f ta. ..n -luLl1 be fln18he4wt''* ".."alf Illl) tll. '................ d......S........'..........U.....................,p.... .u.'..... to.... tal.thlckua. ....) _.ft...q 00. _........ ,.....4.'" "...1... .".,) JIIIft "ren1u4 ceseat tal '.eta) .,...., ft... ... '. .... ..... .~11 'be given.. ..o'th bruu t181_. Sa140urb shall be conetruot.. 4treet17 ~po.th. IDblrade. .,.. ...b 81l&11 be 80 bu.ilt that ill. .1_....t1_ of..... teJp .f .. .... ..~..'_. &1.._ i.oa of the..'" li.ulUJ.t. ...-,.r. .. tu . --."I.ab.. P"8 as 1:1 "'en on plat, .:"....h...,... &ad. u4e ........ Ilet.'. AU ..W.... .... &11 eat.pi... ot at...,. .... .,,1.._b...111 p;ro'f'J,a-' .~ betmp;reftCl, shall be .xoa_~' Cd' fl11- 'U the ... ., _. aK" p...... tbAt tat flat,h.ed. p.,.......t...lwU.q CV"'. _11 coater. to the ..'taoll.la,ed lin.. aa(l p........ Om1nl abd1lJaftl.. &11 n.... tl11. ud all earth 01' roo' ...... where 8U.a ',.k I.. ......81'1 fQJ'tbls lmpro..m.$r1t. n.e tnlbp.... shall I be ......' to the propft !OI'Il and p..... and shall be 'bn\\P' ,. i . 118 ~ao'Etd suface by x-oll1ng. ta.apln.g. or other suitable I ~~ i , I I I I ! All .oft and apongy and all Tegetable or per1ehable matter 8hal1 be entaely rellOYeQ from the .ubp:ac.ie and the .P~o. fille4 witb sraTel. broken atone or other .uitable material.. ,,-., l' '........ """"" ~. All . ..'....1.. .........t84 .t"la.l .Ilall 'It. ".... 'nil .. ...,..t ,.. 1.,...o....t. .Uto .. ....... .. _ee. "'''_' "... qt. lal.t. ,*-At. . aM.1 ._........t oo.,l..ed ..Il..tat_. ....1... '~."'.."""" '-.al. 1. ." ....11*1.... .. -". ....... u.. "........1' .... '*I' ............1.., ..... . .. ". lv,. . ......, IIaall ............. ......... .. 'at.. .. ......., .. ..... ....,. _"'. .ff"..... la ............... ....1..., ''''l''...'''''..- : ',-,. '.' t ....It.. all..... ..... Jr".' ot ,........ ....... __tt_ .... ..' ...,...... :.'.'\'."\ . .ii.... ....'... Ii...... tII. ., ..... ..... .JII......U ..,..il.......'....... .... ...................~.... ........ . __1.....1...tl.. .. .. ...'>..................;.1...'1.. ........... 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Sa oo,,",, w1t11 - ,.,_,;v ''i;;;h,# the M.pe of thl pavement sball be banled 1f1 th euth ..ad the -.ta080t 'he paTe&8l1t Bhall 'be ,o"'J'etlwlth a.t l_tho (8) ........'....'h. ...14 th1olm.... being 4rier.... afte:r .. eutll h&t .". tU".ply ...tunt" wi 'till .at-. 1'h. "". OOYUlac .~1..'....1,. ...,..... nth,. ntel' ....t........,..... l_te,- .......... .... ,..1.. (12) .... '1... two (') "'_" .. .. ....,.. "pc"'l~a .,. tile ...a4 I.. at 1_" -;::I(JOl.,., tn. t~j"~"" .t It.llp,ll_tl..._ ,.. ale.... . ..' '., .... .t ,..;, It .............1..... .la. 'Ill. oplal.. .t tll. 'out of ......1.."... ....... ala "'bAle.. . .......!"'... ...ge... '.11,. .......... ""l..t~ 1. r..~.....,....... >~'L.". '. ...~......IR....:t.. '.I:.III=-'. .... .:t.-:....~.~... .:1.....t:......'=.. :t.......- -. ..~.I... ~.:. :~.Jl ... '~r ..... Wit' ..tll_ .. .,.. . . . '. ..... .t .'IM.. ..i....'. 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"1'" 'Ill. wall of sald 111.1>'.. t_ ......., ~. ill",' "..."l'''llt. tl1. pipe olt..I'UIfwlth ..."P 81U"fa.ce of ihe lMtt- of ,aid. lalet_ Th. -_..t1q pipe -.11 'e,"'.'. at .. u.14e fa.e of 'tlle wall of the lal,'. >,:.I....IW~.i.."....,..!..... .... '../....11....... ..........'.,. . ........................'........... ........U......'..M. '.......1..... '.'........u. . ......... Ialt" 1...... ..... ..,..lfl_ ..... .......!!. mI:.... .....'........ha................. :..X............ ....../..... ...........-......*... . ... ....q 1n .... v.... .... '.>..... . , .. ...._1.1....1n. _. ,.._<,_.,..... .~Il""& . It" .."'pOIl · ........~..; It.'" . ........ :,....-. '.. .......................'...t.................C..~J.....,,:. ........'...... . ...........................'. ,.. ~3....... .........16.. ........ ,............'.. .....J.l.....!....... . _.. .to.... '''''. ...... .~. .tao. '. '.' .(.., '-~. ....1,.._ .....~.(la) ....... '.. ...... .,,'....... '. .... . .'. -. -..........-.......~.....~...I..<I............."...~. . _tll1...... .... .. ...... '. .., (& ) ... '11, "'to. of aU'.."'. t..b... ~'''''' '''il-'"'' '~<f.jtif ADJUSTIla MAlHOLES AID OATOHBASIJ.: th.....$al .ewer _abol.. aad oatolibula. 100"'. in .a "..l4wa,I.M11 'b. ...1.... er 10we..ed ... .,... neo...uy '0 aka 'h.....,.. to .'ll. 11alab" .utao. .f ...14 pa.......t.. ft.. .....e.. ..1,_'."1.. lo.ted ou".14. of aalel react.,. .hall b. ..l,laed. Otll-_.. -, b. a..e.,u, to _te .... ..ato... ... the 8.'ab. t ',....,. ....... .f toP of oub hues.. '.nnMd.. la14 adj.......t 1"11 ...__ witb tb..... klDd. .t _te'lal .. ..t .fWhloll ...SA...1.. ....t01\b&.l.1 .e .... ..at,,",tN. ..........1 oatohbub8 10-'''" the liae ., tIl. 4I\U'b ~... ul.._t4 a.a4 ...~.. la"'&11, I., ., ,. .~... ... ..at.n to .. fla'." ....tao. ., .1.141 ...........'.,.....,....... '.' .'._. ,. '.' .'..'11.......... '.~..' ..,fIt.".'...........,' ... UOOKiM.... to ,...,"...1.......... 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All 3oia.. _.,.... ...." t11e lull be ll8de b1 p1l.e1., tbe mer 1 0%" 01 't1Ie.tJtn,1dt .ad. and tile lntlri.J: e1 tlllt 800ket 1n ooaoentrt- 4.l...tJJ ,( _.' ~". .... '. i. ....'a1rlI. " 1..4. '. f1..1I1.. '.' a. sa.. 1n.' tll. e. Po. '.' .' utAH.. 'f... 'he __... . ", ....., autu. ah11 t1\en. b. .. pI.... ... ,. .... Pl..l..'.....lU......_....... ........ be..........'..... .....ot.t... the plpe .Qd ..,.. the ul.:rt......, 'll. 1....1. ' __:........ .fo, ..... pipe ....11 M. ........,.. 1ft a w14th .,.. .......,. at' 1... ... ,..1.. (II}.' t.a... _..... t.. '...'u........'.._. ~=.'. =.t.' '. ..la1Iet......<..rol........ '. plp. .....'...". 1a............"'.........th......'..SJl....... ft..............'".....a_.... ...,. . '.. ..1 lie .. ......._ a. .., .. ...._ ....... _.,e. ~...=;.= :t~ ==-E.l:*,~ ........... .. 'NIl. .t... ,1~. .. . ....... .... ... . '.' .WI......b 1::-..... ~.:;r;: :~.....;..,.J.. ~==- =...=:r...'." ........ .' '...=.... ftm. 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'." .." .ai4alley ...U.tb..,...tlla. allaU. be two (2) a.n...... 'h. .'.p ..'.....,._11. .ppo'lte oulte aad u.......t..~ .f _14 tinlabed. ...... ..' ..........=.......<.. ............. ..... ....11 ....hal.. ..1.', _.'. are.' of .....rt.'......_.,.bI. .........~.....h... re. .....,;' ..... ift CUftt\U'. .11_ the ........ h..'" street 11M......' ..tKight till$ at the pt.,. 1t_. .., ..... .bt.X'...tlQll8 ... pad. of ....4 WI) ._face.f ...t,I..""'lIP,.'...11 1M ..Us.f14 .. ..... a.."... oat, u I.. . .......... .......... .. top ..-f... of -M ~....118 1'-., I ""........&11 ... the tU..'l... 01 tie...... .t LOoalJ.,1'\')"', ..tl.' " I .,XUfI0.8 c . ..... &lid ..... .e:tUld u. thl' ~ .hlaeTu I 11", 1n thl....t.)UU1O$. .'.11, ud.... au.oI\ -~'...... 111- II Gon.'....' .1~1l ~. ooll'."', 1)8 0...'..... ..ten.... I I (at'aw. ....'.. :beept wh.,re ot.....t.. .,.01tloI\117 limited I,' Ih&11 1..1._. ...,aue . road, a.11ey .... hIp_,. Ud "-It:rlft ......'1'" .'fh' 1'1..... _.:r..tJ'...a or08' or ........".... ..." aNI 8.14 1.er..ot10., 8.11 'be bounded by 'Ute ou:tel'llOstltreet lines extended. i (0) '111.., Interaections': The place where an a.11e, '011'18 I or oro.... a st.,.et ud sale! 1nter..otloash&11 be bouad.e4 by the ! alley I1ne. extadec.\ and sha.ll exteD. froDl the euJ'b line to ! , near..t parall.l .1:1'..t line. i , ",", (4) "th...t l1n.. 01' 'Prop...,y Llne': T"'. ....bil.lt" 'boudu,1.be 'be..en the la.nd used a.e a atre.t '.a4 tbe "join1. """7. ol'lIa14 line .tended. ., (.) '0.._- L,b... It"",," tA line .ntm41q 1......-. w,.. of .. "He' .4., b.'..e.tbe at,.., lb.. "".St_. (t)'~ 1.1....1. 1.1.-. .a.abl'*Ud .... .....,.'4. .f '~_.l' 1,iN Jlf ...., W'Dl,.,' 'b' ."-If tie:..., ~.... "nea' ...1.. (IS).... ,... ...t"'.....u4. .... I.,lat ., 'v",. ' .. .' ~i."="~_'"""" It .... .. "1., .JUte .... "',.,", ,..' .........,.I......,bM .--'. .,~....~~=-=.n....;I:= , ,,""., .,'. ,'. .. ....'.._1_. . 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(-.)........, :r~'1 !ho... ~:rtlo.. ., p.... .......'., .. 1.."."""'1 (,'J lat....tlal. a....' 1*) .... ,..".... '. '........ .-..1..... .........,he ..'bl............ 1:..... ,..... C............... .'........................ .. . ..... ............ ........ '.. ....... .% .ide.. .....'. -.t4 --. ......, tA'.>, ~".... 1_.'.'. .......-. .. "','. '11 .............. . <....... .._.., wbp. tilt ....."'..,....."............ ,...'.........d......,C.I..l. ...... t. W 1.poyet 1"-".11.'." of .. .,... 'l1Ml" "&14 .,...., (A). I C.).....,,: ....... . . .... ftae. el.at'.. ..... 01'. ' Dat_ .f ,the I 1"1 .ft_ .., .f fbi.- _"..at at .b.e .ea... I1Jle. I (0) It Al1e, a...... ~ Tho.. pol'tt... fJf flt ___.,..t.1t ! ...te,. ...... .....tl.. A,11J.. ". t.... ..*'.... ....e. 1:1.. ag . a. .t:r"" -. 'b. 1...,.....,.'"... .1 .1'.,,_14114'" b..... the -._ l1n.. uet,..et ltal' l'e.,..tt\...elY~ 011 .1. tlle:r.lde ot ..,. . ""fl.". ! I (p) '......, 1nt...et l$n '. Tbe pI..... wb.eJt. roa4..,. i 1M" .t lat.I.... .... _1' :road_,. lnt..'toti... ehall l>e bouade41 bJ the oute._.t cub 11.n.. extend... of '&14 .......,.. I j BRIOK: '!'he bJ-lok ",eed. shall be of the be.t quall"y.Of ...er. I b1"lek. ultor. 1n qu.allty t SGuad and hucl-bvned. f... f... I1me i and. OZ'a.ek., with edges full and 8quare a.nti of .taadard dimen.leu i I I I r ....../ ". .!.t......; elP.,....'. (8) 1aohefl. .bY feur.. (4.> In. O..'I...-r ...... .. ........quu.. te% (iliff) t..... When 8uuck the bJ'lok shal).K". . e1eu ~Ulglac .......!h., ,hdl 'be of COIIQ)&C' tex'ue alt.:r 'belg 'l0""lh11 fbleJ aM. it 1_1"8.4 .1n ...ter for 'went1-(~(I.) .a.O.....b.al Dot "sUb _~. than '.n (10) p4lr aent 1A ,.",ll' or _t.,. , 8111' <<"'1 ".UI .. fit ~ ........1..tU11 h pl~.......... t.......11',........ ....,.... ,.p" ..... ..... '~"'..... . . PI........"'...... t.. ~.. ...._. ..'.... .'p .4"'1." **..... ". ..........~..1.. .... ........ ".. '....,.. ...... 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AW.""". .. .1Ot!. a. n..t the' ~'o.","'..1" 01 .. ..... fit ~ .I.......t .aSo4 \''1,ll-.gt.' ... .........pq.WJ.DI ti~,..t' ~. ~ .U~ \ll. ~.....~_- tb."., .. .... ., 'bla. 1"....1.4..' et ...14 ......., ~,t... '0 .. Soud of tftneea, bQ~ heret. ....,......, 'b. .....,... ..... are hetlb, .,...0...... .-rIOI$. ftat,."" laprOY..." ...,... ... -. aa4 the ,.., whol. ..., .....eot, 1nc:1WlSJ'c'jhe .. .ft ~,ooo;oo ,belq the ........01.... la 11)8.14 "'late .t.14 Pre'.lcten" of ,.. Board of Loo&1 1.0",,,uI.'. 'tit.'. atta.ohed. to applY M the ..t otJlll8Jcing. 1.",1&8 and _11."t1nl the .sB.88.ent herel. ... pro- ",14.4 bl 1.w. be pa14 for by .pe01al .........nt, 1a aOOfit4__ with an act of the General A.sembly Of the State of Il11no18. ",,#"""01, '...{ '."1tlM, · An Aot Ooncern1ng Looal IlIljlX'OVel1eat*, appro,," June 14, A.D.l"? and 1. force J1d, 1, 4.11.189'1. aI1d. tllt ......t. 'au-..J &n4 that 'the sa14.. of t- 3,000.00' . .ball _aPPlied ,.... Ul.. ..t .f Htbtg" 1",1., ...4."11I1ft1a.___ ........., ..,~... ..., 1_. .."G.... tP, ....._..,. ....' ...,.___ ,.: ,.......... ... ale. .'......._.f...... ,....;,....1 .t 1WaI. i....'........, tU. .,. lift _.. .'.r ,.ti..l...~.'1t. ..11 ."1."4" P,......(1.f~ ~ ~al~."'.........J' .""..... .tlte 'n.._ 1. ....- .... ...- ... P.~'" ft" ell >~." ....111...t..UJ.1 'bear 11\tete.t...,. ,p 1"." of '1% ,.....'(~) ....~.... ......t.ste l....tt.l,.,ld. " ."'.. S.Aft.,-.tu plU'pCt" If ...t1.',...... ... ,_.....t tM. ........a4.ub.equ.llt 1a.U:U"'" .., ....14 ....,... ,...14 blpr......' bond. .Ji.allb........ .tul. .:.... ._14 llllte11J1.." 'Hutce 11l'er..t.. a' ill. ~..'e of ....,..... (I.) ":I uQ\Ut ,..,ablo ..-.111. 81"14 'by th. . .. '. '.. . .' '( ........., .... 8ou4ot'1'n..'ee. aa40.,.hr_spe4 'OJ 'he ,..-.. ., '.."'111ep aM .'teltte4 b1 .tUyrp.... Clerk of . ..U'lltace.... .._ tll..o~..t. H81 .1 tn. ...14 V111as' Of ..... .,......,., "'14 bond. ahall 1>, l.'.ll-, in .......0. w1t. .....Wl III all ;r..p_._ ...... '0 theP.....t.i.... o't" aot of ~. "..&1 ..,..11 .att.t1.ed. ". ..lot 0,."1., '-oat I.,....ent... &Jp~o", JU.. 14. A"D.119'. ..ill f.... '.1, 1, .1.>>.1..'. aa4 the. amend...,. thereto. 8IOftO. 6; '!'bAt.,. the ,...8ap ad "JPr'O'hl ., thie ol'd1fta.ace the 're.14el1to~ ~..~~.Vl1.!. 'be ..~.h' is her.b, '-ire-ct.d.'. file ap""'1tn in 'he O.u.aty Coat ot~.:t County, Illinois. 1Il the name of the Village of MoutPro.ape.ct, "1'6,lac that st.,. _y be taken to le1')' a. .peelal a.......nt feJt lalc! 1apt.y.ment 11l "oordanee with the proTl.lo.. of this o~4111aao. aDd in the manner proTided by law. ,-' I ~' I r' -\ \ """", 1101'101 ". fh180rdin.al'1oe ahall be in ill!l tor.. &ad. .fteot .,.. 0' att.r 1t,s ,...... ..n4ap~cn"l and ah&11 be kuwa ...CId"...... Ie. 'ltL J... .~ ....... thi, at' ...., of Jul" 1.lhl81l. .~~- ."...... tllla Mil _, -Mr. ........ .l1k~..~.... ................ . . ... ....... / .. ,- ........ ..../ ,." <34 To The President and Board of Trustees of the Village of Mount Prospect, County of Cook and State of Illinois. Gentlemen: The Board of Local Improvements of the Village of Kount Prospect, County of Cook and State of Illinois, herewith sub- mits an ordinance entitled: Kanor Avenue; By grading said streets and alley~' intersections and laying upon the roadways thereof a steel reinforced concrete pavement seven (7) inches in thickness, provided with cement concrete integral curbs, except across intersecting roadways; constructing and connecting inlets; adjusting catchbasins and manholes, together with all neoessary work and appurtenances, as more fully described in said draft of ordinance he~ewith submitted. And the said Board of Local Improvements hereb, recommends to your honorable body the making of said improvement in extent, nature; character, locality and description as set forth in said draft of the ordinance herewith transmitted, and also ~ ....... "",,", recommends to your honorable body the passage of said ordinanc~ And the said Board of Local Improvements also herewith transmits to your honorable body an estimate of the President of the Board of Local Improvements of the cost of said improvement, including all labor, material and other lawful expenses attending the same, together with a sum not exceeding six percent of such cost to be applied toward the cost of making and oollecting the assessment therefor and such other costs as is by law provided. Dated, Mount Prospect, Illinois, this 6th day of July, A.D 1926. h. . 'L~..,.~ BOARD OF LOCAL IMPROVEMENTS 0 THE VILLAGE OF MOUlT PROSPECT I""""- '.", ,""" ",,pI,i To The Board of Local Improvements of the Village of Mount Prospect, and To The President and Board of Trustees of Said Village. Gentlemen: The Board of Local Improvements of said Village, having presented to said President and Board of Trustees a recommenda- tion that the hereinafter named streets shall be improTed with a conneoted system of street pavement and appurtenances between the points or lines stated as follows: PROSPECT MANOR AVENUE from the northeasterly edge of the existing concrete pavement on Northwest Highway to the southerly street line of Highland Street, and the roadways of all inter- secting alleys and streets (between said points) extending from the curb line to the street line of Prospect Manor Avenue, By grading said streets and alley intersections and laying upon the roadways thereof a steel reinforced concrete p&Tement seven (7) inches in thickness, provided with cement concrete integral curbs, except across intersecting roadways; constructing and connecting inlets; adjusting catchbasins and manholes, together with all necessary work and appurtenances, as more fully described in the draft of the ordinanoe providing for said improvement submitted to the President and Board of Trustees with such recommendation. I herewith submit an estimate of the cost of such local improvement, including all labor, material and other lawful expenses attending the same, and also including a sum not exceed-i ing six percent (6%) of the cost to be applied toward the cost I I of making and oolleoting the assessment therefor, and other I lawful expenses as is by law provided, viz: I I I i ! I I ,""'" \.,~~ ~ ~ iS17 Cubic yards of excavation, including grading and levelling parkways, hauling and disposing of any surplus excavated material, grading, preparing subgrade to receive the reinforced Portland cement concrete pavement and integral curb, 0 $1.00 per cubic yard - - - - - - - - - -$ 3,817.00 8130 Lineal feet of Portland cement conc%ete inte- iral curb, curb to Vary in width from twelve (12) inches to nothing, with height at the back fourteen and on&4Jquarter (14k) inches, a11.d at the front seven (7) inches, upper roadway edge of the curb rounded to an arc of a circle con- vex upward having a radius of three (3b)lnohe8 or more and lower roadway edge of curb rounded to an arc of a circle convex d~ard hating a radius of nine (9) inches, curb twelve (12) inches in width from bottom face of curb to gutter line and varying from twelve (12) inohes at gutter line to nothing at top of curb along arC8 of oircles as above described and with . I back and front faces of curb vertical planes I and bottom face of curb a h02izontal plane, I concrete to be composed of one (1) part of I Portland cement, two (2) parts of fine aggre- i gate, and three and one-half (3i) parts of I eoar8e aggregate, and with upper and roadway , face of curb finished with mortar one~a1f I (i) inch thick (included in above total thick- ! ness) composed of one (1) part of Portland cement and two (2) parts fine aggregate, com- plete in place including all labor and materials 0 $0.60 per lineal foot - - - - - - 4,878.0 Square yards of one course reinforced Portland cement concrete pavement, seven (7) inches in thickness. Pavement to be composed by volume of lone (1) part of Portland cement, two (2) farts of fine aggregate and three and one-hal#; 3l) parts coarse aggregate curing and protection of pavement and removal of protective material after curing, com~lete in place, except steel reinforcement, @ 12.75 per square yard - - - - 11840 32,560.0 27 Storm water inlets, consisting of a cast iron inlet cover weighing not less than three hundred and twenty (320) pounds, set on a hollow Portland cement concrete base thirty-six (36) inches square and eighteen (18) inches thick, with an opening of twenty-four (24) inches in length, eighteen (18) inches in width and twelve (12) inches in depth; concrete for said base to be composed of one \1) part Portland cement, two and one-half (at) parts of fine aggregate and four (4) parts of coarse aggre- gate, including excavating, refll1i~g, labor and materials, complete in place @ $30.00 each- - , 810.001 4810 360 505 13740- 3730 1240 ,........., 11 Lineal feet of asphaltic felt expansion joints, one-half (1/2) inch thick, and width equal to thickness of pavement plus one-half (1/2) inch, complete in place @ $0.25 per lineal foot - - - - - - - - $ 1,202.50 Lineal feet of steel protection plates two and one-half (21) inches by one- eighth (.1/8) inch, complete in place, . '0.25 ~er lineal foot - - - - - -- - 90.00 Lineal feet of eight (8) inch internal diameter vitrified tile sewer pipe for conneoting storm water inlets to catoh- basins, including filling the bell joints with Portland cement mortar composed of one (1) part of Portland cement and two (2) parts of fine aggregate, complete in place, including excavation and backfilling. $1.00 per lineal foot - - - - - - - - - - - 505.00 Manholes to be changed, shaped and adjusted to grade, using materials and workmanship of same kind and quality used 1AQZ'l,laa1 construction of said manholes, .:;16.00 each - 55.00 34 Catchbasins to be changed, shaped and adjusted to line and grade, using materials and work- manship of same kind and quality used in orig- inal construction of said catchbasins, . $5.00 each - - - - - - - -- - - - - - - - - - l'70.0'Q Square yards of steel mesh reinforcement, cross sectional areas of longitudinal wires per foot width of fabrio and cross~sectional area of transverse wires per foot length of fabric equal to each other and not less than .OS square inches, complete in plaoe @ $0.25 per square yard - - - - - - - - - - - Pounds of three-quarter (3/4) inoh round smooth steel bars for transverse joint dowels 0) $0.10 per pound - - - - - - - - - - Lineal feet of gas pipe one (1) inch internal diameter for Slip Dowels . $0.10 per lineal foot - - - - - - - - - - - - - 3,185.00 373.00 I 124.00. Engineering and inspeotion - - - - - - - - - a 330.50 TOTAL LABOR AND MATERIALS - - - - - - - - -, 50,100.00 A sum not to exceed six percent (6%) of the estimated cost of the work to be applied toward the cost of making, levying and collecting the assessment, and all lawful expenses attending the same, as provided by Section 94 of the Local Improvement Act of the State of Illinois - - - - - - - - - - - - - 3.000.00 TOTAL - - - - - - - - - - - - - - - - - - -$ 53,100.00 ......... "'4 And I hereby certify that in my opinion the above estimate does not exceed the probable cost of the above proposed improve- ment, and all lawful expenses attending the same, as provided by law. h~~ President of the Board of Local Improvements of the Village of Mount Prospect, Cook County, Illinois. Dated, Mount Prospect, Illinois, July 6th, A.D.1926.