The following text may have been generated by Optical Character Recognition, with varying degrees of accuracy. Reader beware!

SI] F [in this ordinal“. it for Indiana Put, mar: mt an I ' inter new?" m or '.,i,'g,'gM,'n'g5 bereft prom {construction of tho at: has: - '. , a! will sudnce of the l it: atu. . " the has!!! n . mean the pan- FE] iher 'iiptt,,h.',t £4441: m 2E rm It" In v, at! 'ffm " the mic Pan " Ith‘ oid an tre an]: em at at“ EI a! am I E72 {m M ti' th'G lot tttqt E 64) :‘zm:~: PLA i tunic?! 'Ahtfifi com :11 puma LANE! M "I a: E: M t C.- ernt' ‘roho 'rseNttgmd from thra.ndtmr in my clam-lid out." So the . . a; rally“ but. is to" allow a vertical. inn“ inch“. “worth”! of inja”: an“! aid enttttt-itts rm dull be n- .te -I , County _ It ’1 it.” I “hunk. I State 01ml. m eoitsiat . 'def. 95. mm at 10- ertr duh the My mule . I I. . “by 1TaTl'l'It 1tte1; and _ 1 parts at In! in I m- [1!8.78) fiet at tho too of thtr Hall. in 1E munch. Ttatrtt roadway on W9!!! lip-M (tttb) is! ”aide. authored; “Rudd” Ti ‘rlld 1 Ali- tt'f',fJe'd'li atVfehhert, ' irlet at it; I feet At tho' rt! pinup can.“ M up- s! to ttt and a air» O) ' 111:: an out pint. each eitéh- bend, at in min. he!) Method: Ia ' tt I co on uh with the lid tbt 'ttalt {who shall cover shall ion of aid may tithe bot.. tonaftho Ilium mam Hid stun 'tttttll n of mid ty nub- with rave] or The ill- I of add the can. In! In»? manner qtBeiemt hide a! al tedof ‘m 't.rtlasg q hun- an“ she " .2: inch; with. world than” he (I) n tho iiEEE h i the are = teh hall the Side with hm and top the I!!! of oi. (1) pm Ptrtusd mmfimifififiFaWW'W ,ater_tottiahxrnqps+ "mu; V than]! WWII-Ana health. madthwggcmW«%mm-nfignd um I In " W 1* firm. _ we. 'll'll'l.1 3kg”. in w iiiatsiiie,ti'lii',etit th'dopth dam" line of u rpm. Said 1e pivot-hail mm to the 1grtutar,,d, entele tte,',',',',", , Ltchbuin who)”. in a mum in My t proposed "an l _ ' C . ' _ mm My 22 lineal teet of six (6) hteh'tile pip. drain, kid " In" Th','.'" dept ot, tout 3nd one-half (4%) feet below tho top of the , "5siU,, hundred, ninitrav'e (795) lineal feet of eight P) inch tile is” drain, laid (t 'Nh"awQmtr. depth of six and min (6%) feet d', ow the top of the phenom. _ F l _' l Four hundred seven (40't) lineal Heet of ten (10) inch tile pipe l drain, kid at an “235$ depth of six and.otse-hatf (8%) test below theypofthgpgvgm . i, -. V " _ i ' Nineteen. ~(19) lined feet of trrtttrattttr. (24) inch ttuolpe duh, i Itll " an - depth of six in) feet hem the present around in 1 There shall be constructed “emf-the line-1nd It the cloud-.m- ueho on Plates 2 to 18. inclusive. the to lowing drain, which shall be cone of vitritud, salt-clued hub and 0W tile pipe- of the. internal die " indicated by the lite stated below. All tile tttteen (“gauche and up, in diameter, shall be double strength. We! shall be la with open joiqte. fittin- whlys along line! papilla] _ - knd m (2) feetftotn the hack itt the aim eicept' at_telitishti, atAiiihi'iiiuiituUTa - F, with!) in) lets, where they shall cum tonic! the gem! ttttot the proposed grew must and connect with’nid g,tttNuttttttgt'tttt at drop rnlttt The trenches for aid drain. shall he led with with. and all hm my serial shall be removed from the site of the irtrrt-ttt. The aa of thi """ggu'tht,',rir,g'1t'2oe,2glttg'/piti,dA . T Seven thousand men hundred - 17 l litmus» of six (6) inch tile pig: drain, laid at an average dep of t and one- halt (8%)feet low] thqtopyrf,tht oath. 7 _ 7 -- - A A _ _ inehea thick. Bald manhole shallrbe provided with“ for s ten (to) inch embossing} Ind, “all be ”$er t2"A,tti j ',,tt,"'tgle,tt, ttt covercou genuine" . , and a 'il',tt Bd weighing” 133m My (wry Moot Anal: Jel"'tlt and vhere located. average thickness of the an in said cover shall lg one and one-half (1%) inches; the mm of aid - shall be nine (9) ial'tt and the diameter of the lid I be twenty-two and three-quarter ( %) inches. The details for a? manhole ate shown on Hate 21-A. There shall be constructed slo f the “New It the old-thug " shown on Plates g to 18, inclusive, the to lowing drama, which shall be constructed of vitHiUd, “Rained. hob and spigot tile ea of the internal diameter as indicated by she stated below. All said tttt fifteen Ill inches and up. in diameter, shall be double 2t,tit Bald in: shall be in d under the pro pavement of walks, with 50 ta of mortar compo? by volume of one 1) part Portland cement and two (2) parts and mixed th anmcient Two hundred ninety-eight (298) lined feet of 1,1"tMtt (24) inch tile pgptehednlna bid at an avenge dopttraf seven (T) eet below the l up 0 cut 1 . _ There shall Deconstructed nlonx the lines and at the devotion: as shown on sold Plutes 8, ll, 12. end 14, the following outlet pipes, which shall be hell and spigot cast iron pipes/of the interns! “meter " indicated-by the sine stated below. Sold pi for said outlet drains shell he laid with {guts of lead and jute, thorough}? eslked into place. Each of said outlet dm shall be connected at its upper end to one of the herein New utchbaein mn- holes. and the lower and shell pest tire one of the rein pretend head. wells or the speeisl manhole, and ahall My cemented in J: co in sold heodwnll “F specie! manhole. Each twelve (12 toot length of (ht te, inch east iron 'pe shall weighed" hundred ttft-t 516) 2ttllt, e.elt two re (12) foot lengthI of ten (10) h cut iron pipe slid wel elx hundred eiirtttr.thm (685) pounds. and each twelve (12) foot length of eighteen (18) inch out iron Jipe shall weigh fifteen hundred Mtg (1550) pound; Said pipes shell hel d " an “on“ depth of the“) lathe!“ the uni-(real the mood when located. The'trenches .shnll be baek'fBUd with cut end all new excavated materials nun he removed from the sited the ","ttgT,n"a" e d.epth,of said outlet pipes refers in all instencee to the flow ne'o! said outlet 1 s. l [ V i ' p pe lTh'irty-fonr (84) lineal feet of eight (8) inch outlet out iron pipe. One hundred "ty-tive (155) lineal feet- of ten tto) inch outlet out iron l . . . c . r' ..'sil'l,itr,, (80) lineal feet of eighteen (18) inch outlet out. iron pipe. . There a ll be conetrutted at the location In shown on aid Plate: 8, li, and u, the following lie-dwells for the outlet cut my pipes. ESeld heedwdls shall be constructed of concrete composed by volume atone (lzdpnt Portland cement, two (2) ports send, and tour (t) ports gravel or crush atone, mixed with mtmeiettt water to make 3 making mu. except that the portion left exposed after the, Ueirfuiintr is done. shall be constructed to , depth of one (1) inch of mortar, composed by volume at one (1) part 'Portlend cement end two (2) put: and, mixed with 'g'l't,tt water to nuke I queking mass. The bottom of said headwalle shell be tree (3) feet, below the flow line of the outlet pipe yrhetloettted; ' The {lethal}! agentij shall he motile," the Il'le ouucb ply: "In”: "ruWo+", any ..mrr_-T'.. "B-T-'"'--""" Vim." TL." “we ,, holes around aid humus shall be iriairiiii'g trith "tth, and an surplus ex- curated material dull be xmod‘from, the site of the improvement. The tl'? for the construction of said heady-lit m than on aid Plates 20 and . One (I) We“. to be constructed in First Additioii-to Rivinia Forest, in the ttine north of Gaol Court. ttMd Itgt't,',i M M the (5) feet lone the (5) feet in height. with the . tom twenty-four (24) inches thick, and the;top ttp.(10) inches thick, containing one and four-tenth! (1.4) cubic yet-d: ot':donemte,." . ' . . ' One I ll heathen. to be constructed slay: the meat sigh tf .L.in,eohy THURSDAY, MAY 6, iam . One g), head's" to he comtructed in the 11 Ravine . _anor. Said headwall shall be six (8) fe long, with bottom two (2) feet, anirthe top one two (2) cubic yards of connect. _ [ t' f ' , iiirhxi'kNitt,'ho constructed at " e location as they 16; the “no!” reinforced concrete min!” 1eyt,U, portion of thjetaming Walls, and of’phe ruiltnitd (mired. shun be' 9091;015:4155? volee ttft (I) all two la, can": yllua UI Cv"..-. ' There shall'be constructed at the human as shown on said Plates 9 and 16. the following nghforcod concrete minty: walls. The footings om) body portion of the retaining walls, and orthe railings and groin“, where re- quired, shall be comnosed ty volume of one (1) out Po and cement, two (2) parts and. and four (A) parts grave] or. crushed stone. mixed with md.. heient waterfto make a odakinst iptust, The onion of,retaitthttr wall, and of railings and eopings, when required, which E: left exposed titer the back- filling is done. than be constructed to a depth of one Q inch of mortar com- posed by volume of one (I) partrPortiand cement h trroh parts sand, mixed with Mien! water Ito make a quoting tans. frKe,.tteeestrttry exca- vation suit be made, ineluding the r on“ af a old tree 'ttttttptr, and, the hole, mom! said walls shall be 'l)Ual'll tritff earth. Dil'lemions as stated below. T , . ( ' ' ' , One (D warmed con-note s'tttiltr, wall to be {outed ohms the WEST MNE ' DELL LANE. th ttttl', for I twenty-four (24) inch pi , FMING two (2) feet,tii 'r twelve (12) feet long, and _ iii,)ylrt,iri gm; WALL "dlrvisitrtfii, mt, htttl2 (12) feet lone,' one foot three mammary wide; T tttrye' (8) feet high. we!” (12) feet long, coolant tine ,w'{-1"-3”)‘thick~ coma 111(6). inches high. mm ya: for new (tr9"hhptr, mi one foot, ‘mches (137") ',r'Nridt't', grg,tttt him? find mocha“ am) “we: 7 of concrete. iii,'ii,i,;iiiii 'gtrife2ttt,t,tS,t rm (852)., I of v,o',tilt1fi/,t'glttl'rttJl','iutlc.'l, F if.t,ttlglti and!!! but,- no“ _ ' "C 'ht! 'i, lietttktt “m daaNAiur “n in shown on tidtirQuti0', 1't'l'llli1tl'ul for ocu- Tsexrntr-frve (is) mien! red of uihuuit "ii Jratrtiii"" "FE; laid at m - depth of lit and St.?fft/ltlif (at "f,i2iiciliiei, 0192991.“?!3: -- -- . "-r, A Twi hundred flux-nine (269) lines! {not 011ml" if inch tile my: drain, laid " an: average, depth of pix nad out-ha 6%) feet w the top of the pavement. _ _ Forty-six (46) lineal feet of MUsmt (15) inch ttU l drain, laid st nu average deftly at six (6) feet ham tho top U'lE QIant. M...- l... I Kh lb.--l a“; " AIM In\ 1-4. “I- _ A, 1__:_ siverrtttousrand four tunidred fktr-fottr (7454) “as! feet of eight (8) inch the pipe drain, laid " nu - depth of six (g) feet below tuAttrofthiéurtt.1 ,’.., ._-A_. -m. - A. -. ...-_. . "thltiGriGid m hundred "tr-ttin. um) lined foot-of twelve (12) inch tile pipe drum. laid " an average depth of seven (T) feet 1reiqrrthttopyrCtttA,eurte, L' . U' . - _-A ..-_. . . m..' . "rr/tiii/tii/tirony-list) lineal rm of arm-"(15) inch me pig: drain, laid st an n"ptre depth, of six (0) fest below the pp oft ' cu . . _ , ' _ _ - _ -- _ _ __ Thhothéuoand twenty-eight. (8088) like] fest of an (10) inch tile pipe ttht"' at III'IW depth ot men ") foot below the torrtrfthe c.-' f .’ . .--. . .----. .. . .. .. . -tjn'e hundred (cumin (us) lineal tact of tthe (13) inch tile gape drgin, laid at In "can depth of nix (8) set holow the tap of our. . . _'s__' _ . -' d”. - One ( 1) Wait. to be constructed slang the'vut 'ttte. or uncom- wood Rout) at lot 18, Second Additio; to Rivinia Forest. Said head- wan shatl he five (5) feet Itrptrt six t l feet in height, with the bottom twentyJonr'Qn inches thick. and the top ten (to) inches thick. con. taining one and pix-tenths (1.6) g,t,tgtt ottoman. One f " hudwall, to be 'it,'h"'ri', in the ravine between lots 20 and 21. Pest Addition to Ravini Forest. Said hndwnll shill'be ten (10) feat long, seven (7) feet in hei ht, with the bottom t%tntr-four (24) inch: thiek,mnd the top twelve flllr inches thick, containing four w whim“ trt cancrete~ J i , . A . ' , T " . . ,L, n f, LL- -- _A -- n " (“any V'r-w v. __ two (852) winds of mortal! l forcing ban, hebrjiptt removal said ritainhitr W“ is shown an strttetistrt on itn,i4 Putt Et. s,' [ One (I) "iitoeeed concrete retail“ EAST 8min)! DELL Pd'h with inch pipe; F9rftuirikiLIt) on u and gem (7)109! wide: WALLS. CE) inches (1256")- high, eleven feet six in Hume inches it'W't thie1tpNOR,TH IF feet ix _ (Of-8") high,” six te one 110: inelul (r- l thick; 1 inches "r,r high. six feet six incl three inch“ ( At' thiekt SOUTH!“ feet ax Maw-6"; iiih'. an f?l re “‘ mama dt, and 58"“ Vit "e' “HIS. w "P"'""".'".'"'.""""' __.."-.)---"' - inches (If-6") high. eleven feet an: Inches ( gifil long. and one foot throe inches nus"! thickrNORjI'H INTERMSD TE SECTION nine feet ix inches (IV-8") ugh, our feet nine Inche- Ie-tte) long and on. A.” an» inch: Jr-, ') thick; NORTH SECTION six feet six inches (6'4"!1hizh. t15 feet sixjnches il'iif2A'?t and Arne foot three inches 4 At") they; SOUTH INTI-33MB!) TE ECTION eight feet six than: or-ttll Inch. tire ttrl feetihnuU and one Not three inch- es (123" thigh: 8011'!!! SECTION fire ltr) feet high. Maine three inch“ a'ut"1 In“. 1nd 9!! foot three inches. (t'At'f) thick; RAILING three (a) feel high, thirtv-ft" (35) fee. long may!» 1001: three inches (unmet comm six (or iiithe min autumn: {our - ' --_-- 1-4 ..m hunk.- "utr" “the Fountain- inches (123") w;wv1 “w. m- T""r "W," ,, - _ - _ inehes CWM"? long. and one foot uva inches W-T') yids; contain- ine forty-three pad one-half (48%) whicrnrds cl concrete reinforced with twenty. hundred eighty-git (2480) pound- of MI! Ili) inch an” 'yrmed steel reinforcing ban; iitotiutst'mttomrot old . ’UUU. V5‘WIIV-Vv‘" . to be constructed doing the Vest side of Lincoln- Second Addition to Ravinh Forest. Said head- feet longI six (6) feet in height, with the bottom he: thick. and the tort tag (10) inches thick, con- Re“?537&"ii¢K'EfiRyiiin§"(39$ teat mug, a: WALLS. cams: 53911119»: mu, not}? vi; éomtruéted ii the ravine west of Lot T, Wall shall be six (6) feet high; six (8) feet '2) feet, with: tap one (1) foot, containing "to retaining Null to be located along the ANE. with, i?peitttttt for 'tey-te IH) twenty-“six (26) feet but OOPING. Iii O) inches hffh. one {Maven inches (IM") wide Gii'lGt'iTx feet fottr 1m w.', ") t .. _ - ing forty-three (4? cubic yude df te'i'iig',i',it"i'i1ii,t',ii',ii',r,l,:ei: _ T V one hundred tifty 8160) pom tif Mm rein! I abet“: ' the location of aid reteininglwell a; dim on ma may: bad the de- tails for construction on n Pluto 23. . ' '; ",, _ _ There shall be constructed " the [caution " than on a“ PU ' and T, the following reinforced concrete culverts, with menu; ,culhtte end thrbodt portioy of gig! Willi)!!!“ be ikikitriiAitutiiykiutoait: ' hi whim of one (1) art Po lend mum at 1 ' E 'iii',',?),' parts gravel or crushed. St',) mixed with I ' ”mpm: s an ing mess; the anion of said P.d'it',tP,,t expo-st (tte but- silk. is done. shell constructed to s do, of one Ill,; 011nm composed by volume of one (1) part Pitrtla cement nnd (it) m and, mixed with attmeient water to make a on m. All 2itthfgtati tion shall be made, and the bold around said culverts snd hadrons t M" with earth. Dimensions as stated below, ' T "', 4. One (lweinforced concrete culvert to be loceted Euro-s trt. JOHN’S A " Inside dimension of bone! two (2) Net hi h end (out (a) feet wide and sixty-four feet eight inches (CW-8") T side ittlt top and bottom nine (9) inches th Mouth end of the i _ be constructed n headwall without telling or coping, him the said barrel. The west heedwsll shall he seven feet six tr-rr high, ten feet four inches (10‘4") long, tad one (1) footnthkk; . The out hesdwnll shun be eight; feet six inches (trAr0 hid" “a 503.10” inches (10'-4") long, And can (1) feet thick, The bone , tab tweettrflve and one-half (25%) cubic yards a concrete; ttis Wile shall contain tive end tlttrtevert, hundredth. (6.57) cubic yards of out crete. Total thin one and seven hundredth (IP,',?, cubic youth of iii't?ie,if'i'iittiFii', pith SOmSk hitttd.red ( 2nttitf, 'ttelf m square eorm s More! haul . logical: citizen: and heath-ll: is s1iwn on 1"li"llUt i', and t ama- for construction on snidPlutem. i, --- _ _ __ .'. m' . j k Kt', [ W l . . ' '; One (1) reinforced conetetd culvert in EAST RA E, more“ , BROWNVILLE ROAD; i'rtslde,iiitn,,uio.tt, two (2) feet h ' "to fll ' feet wide, sixty-one feet nine inch)” (6t'Ar') ion l we my, 3 _ bottom eight (8) inches unfit: containing eighteen {18) cobk'ygrdi ‘ f concrete reinforced with sixteen hundred Mty (1650). _ ndrire, 'ir. _ formed steel reinforcing burs; the location of said culvertgti ohm {in Plate 9, and the details foe construction on said Plate M. 1- l',, . i _ There shall be tit,':",.',',",",',',),',',',',,'?,;,"; (46) reinforced Me tttttttd across the west ravine in Emmi is Road, at the locations " sh and“ Plates 9, 24, and 26. Each of Mid gourd posts shall be . t r, he. thick by one (1) fo.ot wide, and six (6rdeet in height, net ,t_ ee' he”; the ground, and spam six te) feet. center to oencer. ennui _ f T one hundredths (0415) cubic yer-do of concrete composed by when. ' _ 11) out Portltuitreerttent, two ig) gluon-Id, Ind four. (I) rt" -. it '0! crushed stone, mixed with mac nt water to make a (unarm- .'. Quin- forced with one hundred and twelve (112)"poundl of row _ : 1M1 reinforcing hm; all necessary exchvation shall be made. and In!!! V 4, the said guard posts shout): Mailed with urth' the tttk, _ _ " tion of an and wt.- us emioumflmfl..fimn 13‘. Ji “m u' , non OI 58m xuouu yuan: - niovvvu m. a-.- - w--- _V 9,, ' There shall be constructed ,eighteen (18) reinforced concrete migrate -trr, 11ll, _ - ". with reinforced concrete panel wall: between the poets. x m ( , of an oo, _ 's. , (iii-iii," saldgunrd pets sh ll be placed " the south end of the sod punch! of the [other - a in Lakeside Place {that portion 1"i',e'i,',tg',rt from S _ n Rood). and in: - (7) he“ in! five (5) of said f,tghriet shall be p ed at the north d tatt,'; (ttt indie! tttur,; posed pavement “ital Lakeside, Place (that garner! run north, to mutual (new )0 County Line Rand), the locotlon-u show: on land " I , 13.1113 coa- 'ii,i,hit,il/2itit2tlti'd, crete in the posts and panel walls shall be composed trr,ohtttiiof one (I put combined and _ Portland cement, two 2l parts sand, and tdur (4) parts gavel or amid the than“ jam thtti, stone, mixed with will ant water to make In making man. cannot. dull. hined: mum Mist” he reinforced with twelve hundred Ii/tte,',',", (1265) pound: of more do. 2tlt v, . formed steel bars. 'Nerdimettstiont, of t c tt't below the top of“ pan- sigh it”) _ uni-1 ment shalLbe four (4) feet high, ‘and ten t 0) inches square; Ikrtit , iii,iiiittij': Laid, we of the pavement all posts except the center posts ttttnil be Meg -. J. " ttttttte [ t,l)1)l',t , I', jail (8%) feet high, ten (10) inhumane It the top of the pom _.“ t. ‘ "ii-iii-i" ibt In (8) inches square It the top of the goats; comm, one (19-foot " . ‘ "- " - )0 vat-3* ir/tttti"' six (6) inches high; the center port. . ullbe four “comma“ ii,giii5j, )0, , _ ' with , each, ten (10) imlm 1sqt.tnrxrkttte top at monument, tttil , F?, ifil '% a) g.“ - .9 I C _ 5' square at the top of the pol“. t,'it',iSitr, ll at“)! world-d kt "PNP, B. (eitd%ttptttitrs Mil ' inch by four, HI ineh Mon . I“ for m " - ___ LO 'ii' .,. . w' Mk,' . , Tirilt M! outside postanvhlch shall by.“ firm ow, , Till, (l95itl' , - , " ' . M8l . " end of the pursuant in t'retttrtQ,tt: north at County. , ' ‘ it 2 - 'Ee, 9, :‘:.,.,4‘ ' BElMr,t, two feet an {mm trrttr0 fttttri IO tttttpt Itttrr) ',.f,,tlf)t,ttl?,,1,t. I,.i8,',,i,i!ij.iifi,t, a. ' ,4 . fugitigrw iGiiiiii; iGia,Vrhilhif.iut, Have (mil Irtr end of the ptvanent in TmhtoM.3.trPfrvet two mt ten inches (21-10") ttttai; four I One (I) retaining wall to be mandala»: tin-oath Hui of Btmeit- ville Roadé across the cut twin}; with An 0mm: . m i) foot by two ( ) foot inside dimenai n- culvert; P G, m It inches (fr-tr') thick. nine (9) feet wide. twenty-seven (trt fttiittti 33%, “once thickneu one ',ttdt inches f,fif2, 'ttll At t ) u m 0 , ' I l thtltlli,I ','rttTj'h',tl'l'ggplfj'fl,trt'htr, three at tort huh. One (1) reinforced concrete remain: wen a 1:910ch elem” the north line of Bremen. Road mu the out ravine. with“: for a two (2) foot by two (afootineide dhnenlion “haw ' two feet six inches (2-8") ick, in the center notion thief“) * t width and sixteen feet six inches 1'fd'2i but; in oh. mu ,"oettsitt seven (T) feetaride and nine feet I incite-r 2i'1"gPlttiillt the net section eight feet six inches (8'Al'0 wide, end an I _ _ iconic-c; WALL, average thiekttetsrortedoot tix inched (l'-O"); ii: y, '!r,'.et lee- tiott twelve (12) Net high, Muen' (15) feet bug‘in-W.‘ nec- tion seven (T) feet hi h, dim (8rftet long; in out $eettoet nide feet six inches t's'r'tls"')"iht', en (10; feet long the heitht‘nl rtat tt?qtthytop_qfthttotstyttrrA9 iiGi'ri"ha"t"i'GT'ii'iiiG' (gut) thick, three (8) feet high, an t"rti"tb7ilici (in) feet long; co tt six inches hi h, one foot men itte1idt iv-r' wide, 01mm to“ four inches far-4") long; containing Itftrfintr (54) yeah of concrete rein creed with 'GGFii;i; hundred (3200) pound! of Mom- ed steel reinforcing bars: the Iocetion of Mid mining well is 'ttrsh, on said Plate it, n the detail; for convection on aid Plate 88; T One (1) t+tored concrete mm mun ,etthm'tj, " l coping, to be located elongate north tiitotmt0W9tmtari' .. across the west ravine, vi on opening for I an (I) _ by, (7) foot inside dimension culvert} looting. We {at the , " . t high, eight feet ah: inchu (tr-tr l wide, and um- , H T long; WALL, avenge thickneu one foot aix inches ' g . has" . six inches (10'-c") high from top _,ofvfoothttr to tor e no ' C two (N) feet lotttridoy.tytini.eitr 'ttgd"attti,iAltit, ( "r cubic rush If! concrete iiiia7r7ll arith nine thousand one ,undml mm (mm pound: of deformed steel reinforcing barp; the bastion of _ mm. mad?“ {septum on aid Plate 9,mpd the details for construction on ni ate 4. T 3 , s' b _ One (t) reinforcad concrete mum In“; VIEW 'litllhtt coping, to be locum} 'fta; the south M, of - 1P.t t' a across the vent ruins, Irit an 't'trtott, I live (5) {on has (ppt 'ft'idi',g'tft', 'ittg'igfr'"oy “no, 2't ‘MW; “a. M " I ' eitt ' I ne 1 , I . u _ “V six inches (72'-8") long; WALL, than thicknou one {out Atrhtettik (1.6"), the westerly forty-nine feet six inch:- (4tt'Ar') stritV In?” (T) feet high from top at Atoting the manly men M16122) {at shall be nine feet six 1'iel'la',"i'itQr'sf high from top of Zulu . my ing ninety-three (98) cuhtc yards; of concrete 'iGiioiGi'riWtrt in» eight hundred seventy (6870) s1i,'tt of deformcd Duelirdam bars; the location of said headw is shown on aid Phte Quad the de- tails for construction on said Plate " F ' V One (1) reinforced concrete eittmet with heaabralt at back end to be located across LINCOLNWOOD ROAD. indde diam M S, feet high, the (tr) feet wide, P8tteM2, feet has“ i new t (8) inches thick. aide wells one (1) foot .ftp6tirttM _ ' (a) fhqt high. three (8) feet wide, struts term) furnish. two " (comm, slab betiveen struts four and one- (4%) Inches awe-5 with!“ (3) feet wide; containing £fty-niw tttn',a'ttftt hi, _ Ittf.m cubic yards of concrete. EST A , P ING, two feet six inch- es(2’-6f')high, six(6)feet wide, amd thirtF8Ofeet 1'lti Pei: one foot three inches (if-lr") thick " top, four (4) feet ick a ttirt- tom, nine feet five inches (9u6'l) high. tttutr-free (”pleat tte RAILING, on foot three inches (1'- '0 thick three (Wi feet: thirty-five J'lt feet long; COPING, six inches (in high. iii foot seven inches (1'-7”) wide, and tttirtr-irire feet four inches i'liif'li?it EAST WALL, FOOTING. two feet, six inches wut") I h, ft l feet. wide, and thirtrsix (36) feet loam WALL, one foot rec new (1-3”) thick at top. four M) feet think " bottom, et _ g'l,,ftt, high, and thivty-five cm) feet long; RAILING, ‘one foot I tee thus (1'-3"l thick three (8) feet high, and 2hil': fit) ',fett, lend- COPING. six (6) inches high, one foot seven Inches (1'- "J, We. .2 ttdrtruNe feet (W') four incite; (d") long. i'l‘otel concrete for be walls one hundred twenty hnd itiituyromiLhttttdrtdtha, (mggacubic, tree stumps; the location of paid whining wall is shown on “3PM?!" 16, Itttd the any“; for_eonstiuetfoertttt aid Plug: SE, - '.- A,“ i' g 29, THE HIGHLAND PARK PRESS, HIGHLAND PARK. ILLINOIS 't'hGtaanudu_eyttretmi.-d,ratdr-tto_1iar'ai' mm: Ithttt,,t cage. John’- Agnue‘: lineman-dd Pig All can“ a ne. mm Pl2ttrdltt'rraagtLtd2eM'Ntt'; mm extratet) 'uii"rhi7hitT7ii reenertiftttrtltyait.tsftl -_- ' _ A -- tGG1utrbiiitataeutltbreiri-_ietket. Mt.. a Idttetto" "thein1otatioetroroaid.P1,etel6,_trtf10tthIttyq,, N In. "r.xuo.t.reeadetttetPet.t. Manna-”mt IW !!,'ug,i"iil Inches thick and bonded with {our (4) gallon- of um = I muslin: aici7iaTa pf_pavptt_trtttntrNee-d. thtopobllb se within-r half ”Rumor! layer ot one-quarts: UH r",t'ti,,t',,Tg's $1.. - cau- ution a ll be dormant!” ttll lurplul excu- naurhl q , - fund. siu_pftlteirnprovemtt: _ . a" . . _ tii, .. .,_, A1rtmyryyttttittse1tt-of_th--d--tt r . l 'rWofefdftttiqqtltrettrdmr.iati4ttt."irt- "e, Gaa of one 1Plt2t"'d2ihtr',tttd,,tlttt2tg'.e, " - "idstuitsiusttAttU "2lltt'f,,e'aShtSlil.',ul 'dtrM'h?t"Jfg2tl'tditeiM,ttttp.t1 'me 'tlen' teeuiaulitter-dgtmntheaiteoe ' - B' toh'.T,utt,Ut thousand ttAt 'ctMgltllVel. , no we, 11 mum '=' " , proteins. 'rtht'MtltttleellttiTaittd m,“ be! (fa'i,'stS1.utz'.tds?',cat"g, aim (l) MPO. Alt' - - _ ftartraattd,atrd n t2tlrt,it, anvclorcmhduou, q! with Neatertotnaket 'ttteta-tttpoet-tit xi Itot (%)inchlhnnhccmtruehdofmeonpuow'ol iiift.t-r? Portland cement and three (8) parts and. mi with " "" t 't.t9ratPntttr.trtra. #idshkimW-yiaett)tiUi' Il on: 'ihtg JIU') 1i)eri,'li'i?r'l?,t,sitiytti! mummy Al"',' tl ' I u a " nu walk, where they n.llbttfdene.iaoyatoyrtt.tlte ' EHiii angles. Airemtaratioetandemdine for-and Sq, I " , 4entq,nndni1tsuerh-vrtmirrtiterultsu11u - *=th the Artpmterettt. for detaiupee Plate 20, 7 -- ', B _ 1%ohotttturBogttsettttneeoastheWar.t$tnvt-in, In: be covered with three thousand “in. ttmtdeed Ott0it feet matterdhtuee-dortt-i. Mud-hilt. min with “‘11:an three-quarters IN clan luck it“ ine1ypploeitt,ttpeCtyiiattieJ_iqtsamfe.t. _ :7 -- The omn'tivm, - ' and the - a“! smu connilt of clam?“ moan: 'pllt't,tallt,lr.7) In“ in diameter or has. of m-hear and r MIP, had: pn- videdtobeoitrue b" s'g,uto"tl?,fttt'tadl1,itlllt "6 +itttes rolling and , . ry to brim the Max ' .r a theyrowel . Ind 1trit.fde1efe.eiyefttlleJ'rffA? 18, melanin. and the noes-only new for when, Illl! & and to- taining ”In; All excuation mu be mounted in it: o. , t position by ths_1mra-Caeeyutt4tht?.d, . . . .. -. "rr, . .. 'rUGiVrui,tiitu" ihdtteematder,tnet the , be by the Jol'tf,tWiluulllTtu'lf 1rdrd"ttttLthgt ,l'atatt with a ulf- repelling T I 'rtra'rA'iiii not [an the (our M. than eight tll hum "m Koala” composted. the iSi1 trhartiderutyttrftei4t,' ttrihrdreuyutiemtoi+y, jun-at, the combined curb winner. a the grade a ennui-had shun on all Piatea8top,ittelui: -- .- - _ ..- a _ . -.- -iirii'iririGFrAri1rtkiiriiiiiiaitf iiiiriiVmUd, mi ' f, hi ', . ‘ r m to one (1) 'dltWt the t,1'lgfg'gt af laid putt: .' 'tfi) . . All "up? cxavnted mat. shalt be removed n i _ tttte of it" nmprovomgn ,. ' . U the amtsttmtietonttove reputed: be ,rtatSllttted 0“ eodlr'lu'lU'l)' :Myuemezt with mail cut-bu. ‘ “f " S; tttd! wood Road. what?” may eottstrqtetqd t one (I) Ml *" More“ on- crete pavement tn combined curb and gun. The . "Q . a. illn'ttl', .heyeiniioytdttt, h2uogt,t,it1tlattl was» N% he gr,',', "I‘m tat-ri-Cahn') n _ FC ' o " shown t,i),',i'faM2tt trim, ineJritr, 9-! OI tlt ktlrtiei Ifi! £1- - h“ ihie'iidaiiGitkit1heuuttttttCinehqJy t .. - ' . than” suiikersa-tdtprm*iqtrqtftr. It) MW - a m t% you sand,andthree mam-mm (8%) pm. and or " - 1 TIP' “an. taG,ttouttrto-etiprfttrarisasy. MW- .. abili- reinforced vdth atoll wire ttttHe in such quantity- and”! . a ,mtBhratt shall pfmidoforty P2h',p,tdu,',rt.%y2'dttt E, - fora-eta. hundred (100) sauna feet of paw-cm; at“ steel F, RP, ah! If“ form in chandler. Glut-om. "toiiirh.undhettucartdat.ottalt' an T tensile unant- of not less than irmattr.ttie than: " you mare huh; amid rainforepmclt shall attend M arfttt ' 3 , in!“ d " iolnts. adUcettt pieces of aid fabric mu 50 um in! , , - who a. lap is made at right angles to the center line 'aieuratd u . ' and “in (12)inchesvhenthelap'unadcpanllddflltho-v.1fetid!“ 1'g,thie,uta1 Trt're ‘2": i1itl/i?yiti,tt'iiiit'ti 'lllllSihis' g,ufiat east! mantle”: 'e. - .‘ main tension Wheat ortif,-tt-dtttfyt. , z _ at- eeedtsixiinhtehrs; G'Guriit.iiitiiCikiirrttil: [f%lll like”! per lineal foot of pavement width; ahall not ha lawn - M and the spacing of these members ahall not and we , F te-, The concrete material’s for and paument - 'r " , RP. he on- structed. shall be mixed in a batch mix". Said plan's ' .H be new with an aerurttte automatic water neaurlnc d.eie6, and a“ with n at matic timimr device; the mixing ahall continue in the [', , of all “If for not less than one ft) minute. . _ Jiri' _ ' T The pavement in all an streets shall extend to the . - the 'rstagint, curbs. except in L'tneo1rruttqd Road, when the ”moat , taxman! to {to roadway edges of the combined curb and utter. [Ir! . The curbs shall he eoitatrueted Integral with the - ' "E w on“ havo- ments alone the edge: ttl on too of said ptor-d " my -t_ d the back of said curba a ll be flttgtt with the algal of ..,.‘ [nu-nil. no, eept in Lineohtwood Road, where there shall be ., . MlE'"emtRstmd -etiet and Rutter. 7 _ _ _. I . a. a -j, Alannlun IW‘ZA‘J--:A hm. indies Iff") 'ertttt;atttreitrtrtipr-trttat 'httri#piftoed.ttjittanatqmt1outttutaiirtAt"ui tour (4) inches thigh. and four (out six inch- It'Ar' contains-ix (a) eetttittratds Memento. Thatwo (1 provided with 3 one (1) hell ietride diam: tgutt to bottom. All nee-um ”caution shall ho aid guard you: shall be banned with ”and teriy.U "Floyd, 1htaih' of posts And. pun! y m 'tje/titil/ttfitter/tNile" posed was... graded’hat Eliminated '2,u'l'N"tl'lu'l'l'rlk'l'l , will)» ",ithtAnigrd'dtLtthheatot ofttteéwbstothea C Iothem' walk.to.them body-ado 'orymibg.ort1rtts-rN tum-t thiGeikkthttutsei0irittomtoprdidrtystetVt.dn, I. "J.... " The width 013931th Wad tfl'.; curbs three (8) feet below the gap In! the width of pm manual: nix 1ttiridmd at (S) inehmrtriUw the topic! I“ fi'.'%'l of said curbs above them km of imgnl curb and pawn»; a“!!! fourtzen ( 14) inches; 1,ertTi,edttr, 19 “no. The concretezfor the I TIl nut Portland cettt'et* brtt te) [qt Seventy-font tet) plinth "iiaitiarG" the titl,tNr,t'f,','t'tt; mu ho up u _ tst/ttilu,':",',',',",, or P,ga't,tl mason . tt on an. Wt 1'f'd1"%f be lush ltd the baud " when hand. F YOUrwt'll its! I""""', an: -WN"r""'" V- -- -_e-"_"--" -VI "__'" d 19 “NO. The eoniretCfor the turf): chm be mu ...-' will: (1) part Portland cement. two fe) part- und, and , ‘ I. , no“! parts arm-ave! or crushed sage, mixed with qfMttitlf, g " to quuking mus, new: that the ma! surface .0! a.“ I a, to u itt,1,tirtdl,')2',th,", 1ttieemiatviettdofytoettex , if, - (”part orthndoemtnndtwoflkcmsutm I r _. to make I making mug There emtatrigtid' - I“. T 1 urn joinnvthrouzhthrenfin‘fldthotthowh.‘- H"; hmtt o the curb to the button of the ttrrrtts0yt, and ". Mllt )1!- and continuous with the gummy-5g tay ht .ttftg 4. iilEL,, hand In a or mum at for the paragon“. td'rt,'tl',,'t1] -rai.uasand that was :'lt1l,httt,'! can n on " land cemént. titiirt', of wave] or “whey! stone: the alllt1 shall be of mortar consulted by two (2) parts and. Birth mortar and water to make 3 (making was; the ' be fourteen (14) inches. measured at a curbs three (3) {mines W11! has! total width of mid com _ rb betwo (mummy ’_ out The roadway we tut mu be waded th ”F (t,?,?jilh',i'i'i',i'i't'i pl in 1'L' an (ti) ftugtgtt2' an? th of the gather to"!!! all-half li) in: - (7) inch! into I.“ . (11) inches into ',tgit1,',1'tft", '9, l c _ met. on ii4t-u, combined curb and 2rti'ttei',', rgt'dt8lt the “maven: ttttttttttttti',",, ; t,inedjimr,tcattd gum-1k - ttt9tp.i t of said pave” tn one-M! l md from fumtotuedtntern edge of the can“ curb Id cu whtvo "tpnttfN3'i'Lt'd' Id), inches into to eqtqteeqte on on . of aid will has. be 'i!,! 'tt2httitrt, be ttttat t '1iiff,liti'i'dlit't'g=r'l1 SU." 'ici,"; "iGa" but I " magma soil-tuna " mummy aoneHdeoftt* [Inm- " bk i't'.hn", 'il'; 1u'lt'N iw In v Mk' vulva "In .. IMP, M, 'd,ttr ......,. ' 1i,',',tt'tt ' I, orte M.NL' Mkll'f I hum 'mhtt , " an no. 'g't"'t'g.",',ltlttttt',ttt - or I Ill ii',i'i,iili 3941 A (rl'f, LE an [111:2 “.1: I .. for, and u 7:33- " ' Ill [r 't,',','hg1'i'g); Bi .nlud m Il' 'ggtettt mm In 1 lbt a - as . for out on GT. [E E mum-k MP“ We!“ Plumb: .audmh (“Mpg”- Mme!“ ET; mm undil- an” do“ - all u- md the we. iiity, [BK wall '" cr" Lu mt. an. and anid H: E} ta. I 1.4 a! E] I