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k, spec: and of a _ inébes' int filo other 1 'so as (1-18) 1 ind: th Mal sh but); ravine, "It ia. M Hm}. ( rm:- filmy-4 qua 'ttttrt (as) , shall I): . extendin Juneau: I?“ i and of e I idal sha at m§§mrtn§djdu2 h:%od. where We Milo] joi divid- ' out!» hangar (4) lo Coinw etadtgli we (2) w tgr 1-91. M with bl! be. and; by the I@708) mule new! m can; mm.- .In width oCthe st', Tl',,,'",',',',',',, 'Ve‘t an no. I”. and the /ftst the curb at' trt' Portland each; 9.9-.” we) - tJttcot M gnu ,htteemruab, " 'mgtd tree-.11» tor preparing the - bg','),',', puma” and Welsh.“ have”: , _ buy an mug pgcanted tutorials ”We? to III. a. Ar "ttt t snubbed in excanud g,t'ra pm, u $140 Tter an nut) tr, Pute 32,.rdie No. Iii, 12,d'cc'e"d ",tt 9! V vemen , 'llll7 hunt-bk. in! at hvine, cut Mtte ' “It hiyén in YEW“. Mt t, ts',',',",',',,',',')" " h. 0“” " tttsaid _ in addition. I m and including the m lt angles with. “it In‘ not 5.Fhst “an... 321' m m mm d ion finch ,roun I all“? of , {our and hid cone Vim inn [Jot in llTt, Pm“, 3mm; e m mt aha" be comma! aw ' south 'mrMrie, lathe. 'air..t'tidFtm1 Lang. 3 Indlvulk. “moh- ilir5 ha] It I In“ M ‘nt all." 1».ng than, two. , m It: “:11?th “he I q him 140) pm goneyhxmdnd (1”) ihs (at) inch mm.- a mm be construct- ; extending from top' transverse expaataioo mam) $tgt'tt In spaced . ad of each of aid hike! into the cc:- We u ES! ' teaming an... ' 'utt. "n south "MU. 'iuf Mk with uni, including clou- " gt: ext.':um 13, at 1.40 m Ad my. St. John’: n H, to mummy. In” AN on ll " Pronghftlo M /fi, th‘e_ a": . l , lent, gurus» H. P. 1WA', Flag. 1'!)th salad“ shank“ ound, debun- gf, aaid but also-r- oncrete yo- int,: in. c.- ht; ac D iu,'tlrtt and cm “DISK???“ " ttsting m roaches. ‘13:. :atchhnsin’ xrtintt re I l tb '1ti,2,td,t . i', .ing te' creed Ta ttpad m _ t (ttet' in. Width: mu.= ' ' gral eartiat fa NWOOD ROAD u ' Braesidc"w ty-eight (38) fang . apd {our-hath County Line R. : r 1 ROAD and LAR, ‘ .D. 'BRAEttttyrt AROL COURT. I nineteen (I!) f ,9? nudity: an!) be r, r. cleaning‘ saitt . " lry easements, " n County Lino " JI surplus w, " u ’_‘ , material. and. sitN MM; Pute u. 16, file No. R. P. I. P. 86603 Plate Plate 20. N. N ' V e No. B. P. (_'-, 8722; Plate 25, , tT, File No, W. El reuafttse utofoma )inch‘hkk thickonth hundred " bt I" "Bti "sq. _ 1'g',l"'tl',4'dl i r"frGi"A'l"U'l, xpoaod tug mu pm muse” 1300*“ gin-Mirth- men! boil). M inch M ad can. rote. I; con-m vine Rood. Bronville Brownville Brown'ilk Krowmrill'o 12615074 6,300.5; “kl if Portland coolant, two (a) parts sand. and four (e) parts ‘. ‘mvel or embed stone, mixed with auiheittnt ‘water to _ make a 'gt)ttet'gi, inside diameteztfour ltr feet, av- . erase depth q mt. below top at curb eleven let 'g feet. Each drop inlet shall be fuplshed with scant . cover ednsutind of a ftapti%itths%r hree hundred ninety (390) pounds, and a perforated lid weighing one hundred tifty (tli0) pounds, duster of lid twenty-two and three- _ quarter: (22%) inches,’ average thickness of metal incover cne and one-half (1%) inches; including all excavation. /" tming around the drop inlets with-tsand,' and removal ttf V all surplus excavated materials, constructed complete, and T 'ATI act to grade, " 2'tl'dpti/ aiiriicic'aiiatcci: o owing M ipea a ' 'Cyitriihsd, t-glaud, . "hub and spigot tile = draina, inside diameter." indi- cated by the else stated below, including connections to . catchbuina and eatchha‘ain manhole, all ttmtehtng/bdeb, Hiiline the trench with BAND. froth the bottom of the trench to the and ‘cf the subgere; jblnts of Portland cement mortar was“ br"' vole, id one (1) part co, _ ment and .two (2) parts sand,- 'lfl'iT'litr,'l'tgll/id,t, 'water' ttmake a qtmkintr mass. and removal olall surplus ex. . canted materials; all ipes over twelve (I2) inches shall .- be douhhutrenttth. an d.epth.of the pipe refer to the new line of said pipesi' V 50 lineal feet of six (6) inch tile pipe drain, laid at an av- erage depth below the ttp pf Iteurtr, four and one-half (4%) feet, laid complete " $1.00 per lineal foot 'v-'--. 826 lineal feet of It,',', (tr) inch tile pipe drain,' laid at an . average depth be w the top of the paveinent of six and _ ' checks}! (8%) feet; laid complete " $1.90 per lineal [foot " lineal feet of ten (10) inch tile pipe drain, laid at an av- erage depth below, the top of t e pavement of six and . one-half (6%) feet, laldéomplete at $2.10 per. lineal feet 289 lineal feet of twelve ( ) inch tile pipe ‘drain, laid at T an average depth below) the toplofithe‘ pavement, of six " rid ont-half (8%) feet; laid complete at $2.20 per lineal " lineal feet of fifteen (15) inch tile pipe' drain, laid " an average depth below the top ofithe paiementv of six (6) feet, laid complete at $2.40 per-dined "foot,-..,-:.:... 25 lineal feet of eighteen (18) inch tile ipe drain, laid at an ~average (depth cf six. and one-half” tlll1 feet below the top of the pavement, laid complete at 32.60 per lineal Soot 19.lineal feet' of, twentydonr (24) inch tile pipe drain, laid at an average depth of six (6) feet below theupresent ground, laid complete at $8.00 vptr,v,Jin_eis) foot '.'r"'.-"ti' The. following drairr'pipetOrult be yitplfied, salt-glazed, . hub and spigot tile pipe drains, inside dihmeter as indi- cated bfthe sitt'.utatssd,ttelthr, intluding connections to ' . eatehbasins, catchb'aain manholes and drop inlets, laid with _ open joints, i T . all trenching. lmekfillintr the trench .- :with‘ earth, removal of all surplus excavated mate. ials. The de _ ol_the pipe refers to the ftow line of the pipe.‘ The 'lt't over twelve. (12) inches shall be double " srength. ", 7 . ..e " . 7.720 lineal feet 'of aixf(6):inch tile pipe drain, laid " an av- . ' ‘erage depth of three ind one-half (3%) feet below the stop of the Curr/h/rd-tplete at M'e per lineal foot....,m m 1iMt1'fe1stis..Mgttvt8) inch tile,pipe drain, laid at an . . 1e,ettttrdtpyUtyitiy the top /of the curb of six (6) feet,. -./,’7lsid complete at $L5%.per lineal pot ";"'"C'-'."Frr- 8.Pt..' Mt.p lineal feRt'of “It‘ll ) "inch tile pipe drain, laid at an ,‘_-avsrage depth below ittg “the curb of seven (7) feet, ,' laid .complet " " per'“1ineal foot "F're-_v-r-...-e, "C'"'"'""") um lineal feet l twelve tee) incl- tile'mpe drain, laid at an. "1' average thtpt bele the-“top ‘lofnthe curb of seven (7) Tr feet, laid. co plate “'31” per lineal foot "i'""":".".:----' M lineal feet Q fifteen tair), inch tile pipe) dram, laid " an average Apth belrw them.“ the curb of ll! (6) feet, ".y.tid tottiNetept £1.85?me fact "t-,-rtt--r----.-.-. 1.100 rmmtrtrAY,,"niY so; 1925 298 " trt tro 40 linul {eetlof eighteen (18) MY}: pipe drainfleid at an avenge depth below the top of t eitrbof pix (6) feet, laid conipleto at {2.15 this”! topt "'"i"--r-----e.-....-. lineal feet. of 2:11”;ng (24) inch tile pipe drain, laid at an "were I nth of‘s‘even 1'rrtttt below the top of he curb. laid complete It ”30' per lineal foot ...""ertrretd.mm.- The ftOtifnte cadet drain yipee the]! be be]! and spigot erist iron pip, laid at per new depth below the present mum! "rAv"iir'fee't', trickled itd 0am joints. ltr.. side diameter at indicated " the - 'st'ated‘ Nab!" 2t Pludinw ell trending h.eMIthti the tteneh ..with on h, and removal of)" surplus taunted m!tteriyla".cthe depth " the vim refer to'the fu- king of the'nipes. ' trr, a! fort " with, mr Ineh on" iron was: -m~h pipe of mm ft2). 'tiitt bmeth weiehtmr the hundred hilied' (515) round.- my lemma. laid which at $3.85 iier lineal trot "nest {and “TM?” (18) inch cast my: pine; {uh nine qt fest" Jtftt {not Irneth weirhinv ffteew hundred MV 4155M mgr-ads per iertrtht laid okm.rrtte" at $7.50 ise'r lin- ie be». tttttttit/it/slit?)'.,),',?,;; ' has“ 'ltfls1flflt.' 'deqItiiht'S Ltt'r,. tiif,'?i'ii'i'i. "d _)ilitt'ti.tftiiij, LC? gray-rial ti trrtyritb' df one. 1rrCiiiii' s???.",'.'."."').-".','"")!; " parts! and. M 'd'lt)tlliittt'df 1.3.? " aitgtir “”14“”! t2t2'itt't of "try“..n‘MiZmfinm . - l ' _ m (2) partseand. Beth monster concrete shall be mixed with ancient water, There shall he W thme-'eithttt. (it) he! gem/Mutt, turgtt the ."-. width of the'curb, We: rem-the t18rof the curbtt the bottom of the powwow thirty (80) {out part .iid continuous with the ttt inithe pavement, contract- ed complete It 8ulg Joe: .c.-c----ec,o-r- square yards) of tuninoua: binder. Madam pavement .for van?! (comedians and ladjuatmentio County Line Rostrum ar'pavelnent "rytmMrt?qruirr.L't*eqitH-. Place; tvdlve LMO inches thick. bonded, with {our (4);.zallona of unis. or its equal. per square yard, top dressed with one-half (%) inch layer of one-quarter (it) Inch gravel; laid complete at 83.0!) per awkward _..-..-'.-.,.,... new catchbaains constructed of Portland cement concrete composed by volume of one (i) part Portland cement, two. (2) parts sand. and {our (4) parts of gravel or ttteb. ed stone mixedwith mtiikieitt Water to make a gating mun; inside diameter four (d) feet, walls and oral eight Im inches thick, depth of concrete over all seven (7) feet, Each catchbaein shall‘be furnished with a tile pipe bend for trap and for connection to tile pipe'draina, grid with a cast iron cover, consisting of e frame weighing threenhundred ninety (890) pounds, and a pertorated lid weizhtmr'one hundred fifty (150) pounds; diameter ,oi,lid~ twérttwtavo and threeoquartm' _ (22%) inches, height pt frame ninb (9) inches, average thickness of metal in error one and one-half (1%) inches. including all excava ing baekfulimr around the x1etehttasip,with sand, and removal of all surplus excavated. m terisls eonytruetodmeomtthrtet; and covers set to grade, “3.10009 each e-..-..-....'...... new combined catchbasin manholes constructed effort- land cement concrete, composed by volume of one (1) 'part Portland cement, two. (2) ports sand, and four (4) parts gravel or crushed "one,jniaied. with "ancient water to make a quaking'maas; inside diameter four (4) Net, walla And bottoms' eight (8) inches thick, average depth of concrete below top of curb ine and one-half (9%) Net. Each catchbaain manhole s ll be furnished With a cast iron ccver consisting of a f me weighing three hundgd ninety (390) pounds, and a perforated lid weighing; 9 hundred Mtr (150) pounds, d ameter of lid twentyattml‘agd three-quarters (22%) inche height af {more nine ( J, inches, average thickness of metal in cover one and one- half (1%) inches; including all excavating, Btektlliintr around "theyeatettbitain manhole w.ith sand. and mmovnl of all excavated materials, constmcted eornpiete,'and covers set to grade. at $135.00 'Sai-.........-.).....'.'-....,..., new Portland cement ecnerete drop inlets to be con- structed integral with the herein proposed concrete cul- verts, in Brownvine Road and Lincolnwood Road. The concrete shall Ibo composed by volume of one' ll) part at an up. ”my! tret "JV. (tsl, Found! 99.: I4nee1 tttt of “I?!” “1 ttMot um; mt fad; ..-. lim-al fret of, fan no» ttsa',' iron wins. eaéh _riftre at! Wake (12) {not 'etttithpr him: six hundred eisrhtrftve (685) hounds. laid complete it, $4.25 patina] trot. v'Fttr-_ The following manna fori'outlet- drains shat! be POW. trtroetiid of tsisrtiand.e'emkrtt Marcie. dimensions M stated Fetrar: the hodv portion shat! " eornrmted try volume of on. ttN nay-t Rattan! went. two (2) pm: sand, arid hmi (4) parts have or crushed etone. ' _ Tbe '"rrsmsed'crterrN'ee. m fetiM'ttr, to av dam: of one (1) inch. and be Mby "ttsin) of one (I) put ’Pnrthnd cement mam (2) can: sand. Both myth: and com-rem At" auxin-d with maiden! water " make I minim: mass. _ e'botlom Mute wall shall with?” (a) feet below mam Ihre, " gm mm pipel wake go. outed: inclqgng all mumm- barhfNirttr, nnd. Wall " all mm gm in!) 'ttttter,fnlct _ t Mun an a) {at m. in: thy gamut. top m- 12.21 Ill 1,T 6,6 4,6 " ”hobo 1,l 450200 0083.00 lamb M.o 26.69 MA) 10.60 mo 91.86 'tyr) 12,00 {2.70 1.75 up) out mi._ “ i 'ri'iii'ittruiarr, F, ' % command in the J1tj,tlst,'t, “Guam“. . , "m j, “nation, WW~"’°’&%“W* jiittitr,rttt"ifi'; co Med , 1;“ , e C c :'it/rf:"rt1iirt:r-ui- 1 W“ Ll'lll,llt mice: r:rftritrr.ttriy let; W ten (10) inches. iit'ffiti'iiiiiiiiiiiri 'IN)) inches, titystimrtM went in. at LINCOLN ID 'ttiiJ,ijiiiii'ii, f,1lp,%t.,r Addition to amino rams; con, on: no can: I _ t constructed ”inflate £320.00 per cu negyard .-.........Mu l heedvall tend 0) .teet 16tstr, seven (.T). feet high, one (1) foot thick, bottom)“ (2) toot their, oomtruytedt-i ravine between Lot (0'diWLit 21, Pint Addition to I; vinie Forest, containing" 4.0 cubic yank; constructed coax tte at $20.00 per "cubic yard "vrr.hr,-r.r--cciccu-uiv-aii't"-e: he following ntdininz 1'tllt {nestedfin DELL 'iuririi, shall be constructed of rei' reed Portland memento”;h crete.. The footing' and ttt Jrtrttyns,of., the remains, wells,‘ railing and coping ahel Eriompoud by validity“? one, (1) ptet:Portlaiid cement. two (2) ttl', and, ind" four JI) parts ave! or, crushedviotone‘; t can“! our: foce,'ofter 'd'hlfffllf/, of the retaining walls] the rail- init nnd'copings to a depth of one (1) inch. I ll be eomgt1rtseiirby volume of one (1) port Portland com t and two (2) parts and. Both mortar and concrete~ tl. be mixed with imilieiettt water to make a quaking 'ttb. Di- mensions " stated belcw. T . t l 1 reinforced concrete, retaining. 'g?mlrfth, opening ttry a twenty-four (24) inch pipe; oo G two (2) feet high. twelve (12) feet tong. and seven; '(7) feet wide; WA L eleven "-'i1t),ftret high, twelve (12) feet long, and one. foot three inches (1'3”) wide; RAILING three (8) feet high. , twelve (12) feet long. and one foot thwe inchesv(l'-8") thick; COPING' six (6) inches high, twelie feet tout ttt cs (W-d") long,,and one foot mg ‘in on (127") wi . containing fourteen end one-half gang, whic yard: of concrete, reinforced with eight bun re f fifty-tim (8li2) pounds of onts-half (Atl, ,inch t"Pttrtiydt med oteel bats, inirrudfntr'rem"ovarot' 6d tree stumpt; 'ttttet, and re- moval of alf’surplus“ excavated mute a, constructed ectppUte: " $25.00 per cubic yard _-"--.:,.,-,-:--.-.,-..,..., t reinforced concreteL rt.taitet:e.yJ., with opening» (or THE HIGHLAND PARE nus. HIGHLAND {MEL ILLINOIS _ VH7 -'"'"""-.. -vâ€"â€"- unv- vin-un- 'twent .fmm.:(24) inch ipe.rr0qtm_G two (8) feet thirtinine (39) feet font, Tend) we"! (7); feet bt tl'ilY,iud', eeeeeee rem 'tttit-rift/ft/i',', ltr we, " even e IIX e on " ens, one' three inches. (19.3") thick; t5f,.t'iit sefPilNSt , 'Acrrqtr nine feet six. inches ( "ititirV six‘ may inches gt'ig long . and one foot three inches (1 ) thick; non ", anchor: six recon: inches-( At') six feet six Jtrtltmsit6Hr') lemons oot three T es (1'43") thick; Booth I no TE (some: eight-feet six inch-(8'4") high; five, ., feet long. and one foot [three inches (158") thick; . SECTION tIrs) (6) feet high, five feet three inches. 'Mr') long, in! one foot three inches i1'rlr9 thick; RAILING three " feet high, thirty-live) gtl,,Pt lonz,;snd1 one footthrce, inches (1'Ar') thick: co) ng six (6) inches. high. “this tive feet four inches (IW-d") lone, and one foot seven in be (1'4") wide; containing forty-three End one-lull (sea) cubic yards of concrete reinforced» on ‘.tWenty-four.ch - dred eighty-six (2486) 2rrt, of, one-half 1%) inch, square deformed steel ' including remove] of tree stumps; humming, and, remonl of all surplus muted materials, constructed complete at $26.00 pars cubic "do. The following retaining walls, lmted. in' LAKgBIDE PLACE and B3o,VN,yrLttR'trkii,' shall be constructed of reinforced Portland cement concrete: the towing- And body portion pt retaining walls shallbeLcom and iv vitr. ume of one ll) part Portland cement, two 'llll rte sand and fout (4) I1Tft crushed stone oetrratreit tn exposed tmrfaeemfter chilling of retaining wall: to e depth of one (ly inch,. shall be composed (by volume of one (1) part Portland cement and two (2) 1?rutatyr, both mor- tar and concrete shall be mixed with niMeient water to make a ttuaking knees; the dimensions as stated below. reinforced concrete retaining 'Wall, Iocited on the cut side of Lakeside Pince,.with on opening for A five (5) foot by seven (7) foot concrete culve n ten (10) inch cast, iron pipe, and an existin twent -four (24) inch inside diameter cast iron, pipe; $0011 G two feet six-inches (2'-6") thick by one hundred eighty (URI) feet long, and a maximum width of twelve (12) test; _WALL maximum thickness two (2) feet by one hundred and eighty (180) feet long, and miximum. height rom top of footing. seventeen feet four inches (17'4"); containing three hun- dred and fifty-three (353) cubic ,ysrds of. concrete. rein- forced with twenty-,eight thousand eight hundred thirty- three (28,833) pounds of square deformed steel bars; con, structed complete at $25.00 per tut', yard .. --"me-r-mtttem-.'r reinforced (concrete: 'retaining' we located if the west side of Lakeside Plate, acrcss thientttr ravine, with an opening for a five,'(6) foot by seven (2) foot concrete culvert; FOOTING two feet six inches (2'-6") thick, by eighty-nine (89) factions, -hnd monimum width of twelve (12) feet; WALL, “maximum thickness two (2) feet, by eighty-nine (89) feet long, and miximum heitrhf,ftoin top of footing, seventeen (17) ttet; containing one hfindrcd seventy-four (174) cubic yards ct ” nerete reinforce wit: thirteen tthett,"u,i eight hundred (133800) pounds‘ of Aqua def?rme"drst.ee1 bars, constructed homplete at $25.00 be; cubic yard C... .im.., _".:, .-:-r---.-_-..r--.-'-,.u-r-..c. reinforced concrete retaining wall iocated inthe west side of Lakeside Place, across the north ravine, with an open- ing. for a 'present two W foot inside diameter cast iron pipe; FOOTING, tWo feet six inches (2'i4r'-)itttieks by. seventy (70) feet long, and maxi um height mm tone! footing, fourteen feet nine inched t14M"l, containing one hundred thirty-one (131) cubic y rds of concrete: rein- forced with eleven thousand one? hindred (11,100) pound) of square deformed !rtcerttarts; constructed ccmpiéte at $25.00 per cubic yard a-i-c-c-ji-vs-sic',--:-,..':-:..:':::, reinforced retaining Wall along thein'orth line of BROWN. VILLE ROAD acrcso the west rdvine, ’vith an opening for a five (5) foot by seven (7)1; foot inside dimension culvert; FOOTING, two feet six inches (2'-6") high, eight fret six inches (8'-6") wide, and Itrrmtp.tttree (73) feet long; WALL, avsrrage.thieimotstt e foot din inches. (1'- 6"), ten feet " inches (10'-6”) igh from top of foot. ing to to of wall, tsevetttrtwo " ) feet long; ecutuining one Llft,Q eight (108) cubic. yhrds of concrete mini forced 'with nine thousand one' 2tdJ','f,2'l"egt,,r, (9,170) pounds of, deformed teel bury e l “meted complete at $25.00 per cubic yin; c'....,.--'-...).....-...',....,.."......-....... reinforced concrete retaining wall along the south side of BROWNVILLE ROAD ccrcss the west rhvine, .vrithinn opening for a five (”Moot by seven (7) foot inside di- mension culvert; f,('f,tttt; twt feet six inches (2'4") high, eight feet It; tt on (8'-6"rwide, end Tttttt feet six inches (7 - ")3 long; WALL. ave-rm thi as: one foot six inches (tue'), the westerly forty-nine .Nit six inches (49'-6") shall be seven (7) feet high from top of footing, 1lttreaateriy twenty-W01 (22.) feet shall be nine feet nix inches (9'-6") high frtt,top' of looting; _etrtttaitt. ing ninety-three (93) cubic yardsiof concrete zeinforced with sixty~eight hundred seventy_!(6870) pounds of de- formed steel bars, constructed coinplete " 825.00 per cubic yard X.“ The following retaining walls, hired in BRO WILLE ROAD, across the east ravine, sh i be constructed of re- inforced Portland cement $i',,"."h'4 th footing and body portitn of the retaining. In , mit, tr and co rug shall be composed by volume of one (1) I _ Bathing” cement, two (2) parts sand, and four (4) . to’grs orcrushed stone; the exposed, 1yrc1tr,ttatitttjYt bekiiiliNr of, the rs- taini'ng walls nnd‘the' railings nud~copings to s‘depth of (one (1). inch, shall be rg,',',"'),', y volume ot/cpe (1) part Portland cement at: two (2) ports and; both mor- tar 'and concrete shall? be mixed vim: auftieiettr Inter to make a quaking mast; dimensio , as shied below. ,' rétaining Wall along the a north li a of Bronvilie- Bond. with an opening for; two gil felt by two 42) that he side dimension culvert; FO! Pt,. No feet six (r-tr,'). thick, in the tongs: section it.itttr(8rfeot in . and sixteen feet six inc s (1626”) flong;.in the amt ticn seven (r) t'rgtlu"e, nine feet “the”. (te; ) long; in the east so u eight ttttttp, " [I wide, land ten'fi0r feet long; W: LL. ”rage thickne- om foot six inches (1516"); in t center Metiott,"tiipf" (12) feet t8stiy'.fi.ft.eeit'.(iyr) feet 1 ll pa: the west goods seven 5(7) feet high, eudht (indie m; in _ii7t'i,ii'ri'iif, tion nine feet six inehe) tte') ttttt vymifmifeet _ ' the te_iTht..ait measured from t j ttgt trt. the looting" RAILING..one foot mm inches in») row three (35 feet high, Ind thittrrt1itt Ott t w long: G, M2 inches thick, ‘one {not 'ttttm, i, new?) ' _ C ,g-thinyn three. feet tour inches _ tar If? an: ' out." Mttec 'ggiil',ggi't' "tdet iiiii ' 1br4iWiitsiiuiriil a ", . structsd corn, to ntglhzsmf-‘zmg ta'1fttri,',iL.s"'d,d,,'ii,c l5? EWING M (if 'iié?m§§, Luge! Lgevpn. 1Trtoet. yi t 2,826.00 3,275.00 2,700.00 8,825.00 4,350.00 macaw . 1,087.50 862.60 28.00 ORD-TH mt tj EN 7 7 woo Ui new itew' akkie udevn' a, yjieiiliiiiiiji' . my" df cinder: six (6) Inches thich- width of te12fttt,t,iit',ggteg; ‘123."“23‘c"‘“"m”‘°" 'ttd “'" s)ii?,'iii'r,iit':? in rs'i,'ti1's',i'it5g')'iiiieti1'ri' s',ill,it,at't; utd't mov ' I r . ping an musty but. item in! ltd-p. 'Mtts lead V ' "and gut“: john-.11! he , 1ine1rfttttng' the tranche: V , “than! ' Q which in she. at $180.00 out ..........- 10,900me unnamed T,rt,grrlggufti'g ' :1;de mum am tut by. W:- _ stiett Iqtmte "W 'e on mm” 'ete lush. . hMMWMpIe-uu'lgmdmtoot... :4 end 'WM" hriiir"Ajitt by] emtptttieets. ween (we {rel with“ head. The mew shall be seven _ eat six W. trar') h I ten-feet foitr,titehsdf11t'4't' ion ,Iend one (1) foot tine . The out It-hmtt shnii-be (i'i',fi(i'i'ti'i'it inches ttr' " term four inches (IV-4")W- . undone tly Not j ho hum! shell t',,tt,eSt'tf,itte,t, ind b'illl% (23%)“ yards o! tt','l L't'slrft,'tt tIll ',tttd'rti't'l'ier, T (iii:!?))',,?, (an?) carom”. of counts iiitii'iipS, new,“ 1l,tttt,i1Q"tttkil,tl cou- . meletgm 886.00; per edit: an] d...-.'-..,;-. t-thtfirreed, concrete culvert nulls LINCOLN D "etA'lut"ti,1ttgtf"a/,tet feet eta-wen? ii ,‘ I ' ' ' inches GU' walls. one tt, tet/tthe/ltr', _ m (2) tiiiii"'iiiiiciiiiiii,yi?,"i't'. skis LeAhetb hell MO, mini; ”end ”(3):“ vHe' contain. in: ttfkgqtitt, and ",aty','t hundu‘hs (59.!!!) cubic yerdsfo! concrete. w WALL, merino. m ftpt a nix inches trW't) 8tltAf, (GLM wide, and this-trek (so) fest long; W ' ons‘toot'thres inches (1-3") thick st copious (4) #ot: hot bottom, nine “In tikttea.itt' ") high; thirty- (85) M leer BAKING, one .foot three inches 11'W' thick. three (15 fed high, _ thlgtygiive (85) feet 1033: at six inches (0") high. one foot seven inches (1%?" wide. and tla-lla feet four inches (85'4”) ion . " WALL, NG, the hotel: inches i,f.irl"'iki (0) test wide, end thirty- six (82 feet long; L, one foot (has inches (138") '1 thick toprrfeur (4) feet thick st bottom. eleven (ll) 1 feet high."snd when" (85 .feot be: IDLING. one '; tacit?» inches tf'-tt"t three ( r"iiiii high. end . thirtl- ve (85) Net long; po?.ma', six (8) inches high, _ one oot seven inches ttct") wide, “tithing: feet (85 t four inches (4") long. Total concrete for wslls one . hundred twenty sud ninety-one hundredth (18031) cubic ' yards; total, concrete for culverts and hells one hundred _ ti,ti', and sixty-six hundredths (MM) ethic reeds, re- '.s in breed with twenty-seven hundred itftrtmt (2762) F pounds of oncohnlf (hi) inch'm deformed steel hers; including All baetrflitintr, constructed complete at $25.00 Rte following iaiiFiai concrete culverts shell be con- , structed of Portlsnd cement concrete composed by volume of ode (1) [1th Portland cement, two (2) IS' send. and four (4) parts gavel qr'cmshed stone. In with sum- . t,ei'ef'e to' make s gushing mess; dimensions es stated ' e ow. V . l concrete culvert in. ravine across LAKESIDE PLACE, "'--., inside dimensions. tive, (IS) feet high. seven (7) feet was, . . and eighty-two feet flve. and theme inches - .6%") ng;"l'0P SLAB, nversge one foot me end one-half inc-libs ($159"); WALLS, allele“: {our in - es (1'4") thick: FOOTING, two feet six inches trat') high, three feet six inches (lt'Ar') wide", PN'ult ,,feet six inches (2'At"Y high, end three (8) feet . PAVEMENT, four and oncoheli' (4%) inches thick, ma h four test ten inches "'-to") wide; oontninlng one-h - died tttr',',?, and eighty-eight hundredth (156.88) cubic rds concrete reinforced with eightyoone hundred gritty-four (8134) tttt of squnre deformed steel bars; including sll'back iling; ccnstrueted complete " $25.00 per cubic'ynrd o..-.'-....-., rr--er.mt_t--t-'_--..-_tme.ti-te-"..ti-t.ee Ir., '1 concrete culvert in' WEST 'RAVINE ncross BROWN- VlLLE ROAD, inside dimensions tive (5) toothlgh, seven (T) feet wide, seven?-six t'hsy,tdet.ioitti; FOO‘HNGp o (2) feit high, three est two inches (8'-2").wide, so - six (76) feet long; STRUTS, two M Net high, he l " feet wide; TOP SLAB, average thickness one fodt one end one-half inches (1'-l%"); WALLS, one feot two inches (1'-2") thick; PAW, tore “and M1 (4%) inchcs‘thick, five (ti) feet oeidd; eoetuitting,oite, hundred. seven (107) cubic ynnis of concrete ,',tgfatl with 1titgi,2.tt,e hundred (4800') pounds of deformed e l tytttsjl:,irtithiditttt. all baekti11irtg, constructed complete Pt $25.00 per cubic' yard _._-Pt9r_eett..P-'_Pt-frtw"re e mrt_.eP.F.t F l concrete culvert tin EAST RAVINE, scross 'l,itltt-, .VILLE ROAD; inside dimensions two (2) feet high. (2) ttetoride,, sixtygone feet nine inches (61'.4r'0 bung; wells, top and, bottom, eight (8) inches thick; contni _ C eighteen (18) cubic yards of concrete reinforced iith six: I teenlittndted ltr, (1660) pounds of deformed steel bars, ' constructed comp etc It $25.03*?“ 'cubic ysfd ..P.F9t..6V.mF6T_-6_ 162 cubic ysrds of grsvei or crus stone to be, used in book- , f111intta'e'ar of the retaining wells, located dong the east and West sides of Lakeside Piece: incind‘mg the piecing of said grave] or, crushed stone, for 1 thickness of one (1) foot, end the full height of we'll from top of footing for its entice length, at $3.60 per cubic you] t-rtewtrmr.e--mrbt-... 400 lineal feet of four (4) inch inside diameter. ,ftrftrtd, snit- glssed, hub and spigot tile-Fine drain, lsid irlth open Joints, at rest of retaining w is, hosted on out and west tide of L.akeside Place, It Me per linen] foot W. 131' reinfbtmsd concrete guard posts over ravines in Lskeside . Place and 1kroyrpti1ie Road. eight (8) inches thick by one -0)firotwidiiutdsitti6)feethttteitru,aetirt_ieoand . thme' (3) feet, and six (6) Net center to center, end: post conteins fl n one hundredth (0.16) cubic-rub 1sVortlft,ttrtttnettteoeteet-ttIyt-irrvo1-ity- (1) part Portland cement two (ft) panama end (our (4) parts crushed stone or grove "nixedv'wi 'qaiBeleatt water to make s yanking inns, re forced with one hon. dred ’snd _tsrtlittimjrotmds of twound deformed .steel bars, st $6.00" per guard post s.:--..-..-......'-':.,., 7 "tttttt fTff tirbe sdjusted toUrrade when locsted. " . Q33 ' “um: .>,....... mo-----'------,.-.-,-.,.-." M vein molt covers to be Wasted to node when locsted, " $5.00 csch w-r-----'--.:-.:,--:-.-.---,'-.-. Mo trees to be out, down; stumps gruhbed'outto (depth of one U) Not below the subgrsde. ,holes‘in the reed“ . ' Med' with sand, thoroughly hinged; including and a: 't'sl'ljl' 'eh stumps from the si e. of the improvement, 1 iitl!t!,, il, 11am III-south 1iireorter6es'rvttu Bad, with ',i,l',2'iT)lUt'll," (I) (got by two Qithltlt I on culvert; PoohNGi-tiht mu; inch.- " 4") aim”. (9)4.» wide, twenty-um M) few-tong; ' LAN thicknes- otte {out six inches tt'Ar') chm tyne?) feet high, " mad from top of foot- ingghef‘ tg It P?) ttet long; RAM NG, one tcot the: inch“ ( '-8") duck. three (3) Net high. twang-six (26) feet lore, OOPING, six (6) inches thick, on bot new niehet (1'4") wide. twenty-six feet four inches (26'4”) long; "sdnutttittg forty-three (439 cubic yum a! eonerene, .reinfdrced with F thirty-one hundred Mtr (3150) pounds of deformed steel bars, constructed complete “125.00 we Manning tcprrtte_eulvertrwitt1httyherN, 192% i! a layer df cinder: six (6) inches thick.’ The width of the ',ttgthtR,ttes',' shall be itre.fl" feet except at the present pi walks: “lag: they mu be widened no u to meet’the'yremtn atrightamrU.. Ttsebodreme mtc “with. four ld) inches W, shall be conga“ by vi*Y,tk of one (1)me Porthnd cement. he (8) m and. and tive, M parts can! or crushed m; the ex- pound “the: to I ttt of tum-lull! ”Bitch Ml be computed by 'irituttie- on» (I) put Pom cement and thwa- (3) park and, all concretebmd now!» be mixed 1r.ittut.ty..ke.iet mar to nah a minimal, helping iaitiiyiyiyiMit'ii6iVi, and tty. Jomm AVENUE; shun beW‘d‘PoI-tkndeemtcm 'h.ermegqtq {mm have! of the when: and ttteattdratirNoat of the headiritW shah be compound by volume cron- (I) part Portlind cement, two (2) can: and, Ind {our (4) at? tggt gtgtgut “an 1ttt1ptet,tgi, mi , t ' I . one a I be ()$',tt,dl by volume crime (I) part cannot and m (2) punt: and: both mortdr and concrete shall be mixed witysgsutBeient mm to the [gushing whamm- siooru stated below. V _ reinforced concrete culvgrtmcron BY. JOHN’S AVE., in- side dimenlim cf barrel all» (2) feet high And fotr It) feet wide undvsixt dour he: eight inches lite-tr') long, walls gm! top and. til't"lk',li'ile (9) incl!“ wick: A..t gal; ta, PAGE m 3,000.00 1.89.00 2.675.” 8.918.“ 4,610.“ 1,075.00 56790 mm T557 i%