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

the dozen Kits OR BU'l'l‘S then ' , , CABBAGE the lb. 39c 'RNIA HAMS in h. ARGE WHITE DES; Hie peek _,iij-i--,-ii-1-f-l!t-l-'_"il RS '“ 69c 3c to 35c am an: nmsrg s a 7 Rita: 1b., f PHEZ bottle. each ;oloi~yo-uiikoo§ BA S.TAM. CORN 9c LMELONS ' "tsh-r-each 7c " Patti!" ' m bt PAtttt "It.“ All g,','lS Td in nneetton With the pro In“. nt mnHed for in this ordimee hall L ttist: class American P e cementimd aha]! be so wand that ety-twol per cent (92%) mum ugh e M- ud number 100 , wing ten m sand (10,000) mum y mere , Briquettes made from morn! com- posed by volume of ll) pert of said Portland cement d three 18) parts of dun torpedo sand, expand to air for one (1) day and immersed in water for six (6) ye, ishalrde- velop an ultimatete e strength of two hundred (200) po 3 per square inch. _ The size of aid e ed stone or gravel shall be such a to pass a two and one-half (2%) inch round opening and shall rouge from at site down to a. size that will pose one-half Hi) inch ring. Not more than five per cent (5%) shell be e all enough to pass a screen having f ur (4) meshes basins .herein provided for, shall be first-cuss, hard burned sewer brick. All water used in th mixing oCthe cement mortar and con to to be used in the construction of t improvement herein contemplated, hall he Lake Michigan water as fu ished by the City of Highland Putin. Eight hundred (800) Wind tedt of mam PM!“ 'lt/Ctrl' nut and. ie St. John’s AreitiGr"iiiiii'"dii'i Street to Lambert Trauma, M be,t,e1PIe1Ptttovid. _ T All sand used in the natmctidn of the eonetete herein 9 led shalt be clean, com, torpedo d; said and shall be free from , loam, m table or qther deleteri matter. All crushed stone or vol for the concrete herein provid for dull be clean, crushed, dumb] , tough lime- stonets) or gnvel, fr from Vege- table or deleterious m ter. The size of aid en: gravel suil be Inch " and one-half (2%) inch and shall nun from to a. size that will pass inch ring. Not more cent (5%) shall be I pass a screen having f basins .herein provided tirst-elaks hard burned Each of the inlet covers to be used in connection with this improvement shall consist of 1 frame, a grate, end an adjustable curb box or back. The said frame shall consist of e. flange bottom Md 3 web or well. Said flange 'bottonr,tshall be eireulad and medial! (Va) inch thick. with n external di- ameter of thirty-nix (86) inches, and having a "ettutgular' opening of twenty-sis and-one-half (26%) inches by twenty-five (25) inches. The web or wall shall extend six; and one-hell (6%) inches above aid i1aurge-and shall have an avenge thickness of metal of one nnd tttmo-quarters (1%) inches, including the solid grate seat. The grate shell be two and one-half 12%) inches thick and thall manure twenty-three and on+haif (23%) inches by sixteen Ind or/e-half (16%) inches. The curb box or Ir,? shell be ad. justable from Bve (5)l to nine (9) inches in height. Sqid box dull measure six (6) inches from he to back, and the t,Tgt thickness of metal shall be not I lthnn (me-half (h) inch. Sud inlet cbvera shell be made of f1rst-etnats,' y iron, free from scale and ma rteetion, and 'th an up T c paint while Phoas. avers all w lgh {our hun- Jpounds. _ _ ___- pipe ,iri,tirjtst, be vitri- fur, salt-glued. hub d spigot tile Pip' shall be well burned, free from bli crs, smooth, eylindtfeal, lad true in shape, and tiraii-akt in every re- spect. . All of the improvement herein provided to be mage, shall be made in the best a d moat aub- stantial and 'workmanlike manner. No 'improper materials shall be used, but all. material of every kind shall fully conform ‘to ithe' foregoing provisions, and if not hereinbefore particularly provided (tor shall be suitable for the place where, and for the purpose for which sed, and said improvement shall be {me under the direction and to the sati faction of the 'if',,",,',','."'""""'" of the City of Highland at . i SECTION II. That the recommen- dation' of the Council M the City of Hitthtund Park, Lake Chunty, Illinois, providing for said improvement, to- gether with the estim of the cost thereof. made by the $0: as Presi- dent of the said Coune l, both hereto attached, be and the same is hereby approved. '1 t , SECTION III. That: said itnptPvt-aiiriaiire" as far ak/the n rth lil el ment shall be mlade nd the 'ghtiy'flt'iriii,i, of Lambert 'ttee As We; t l my, thereof, inc udin the sum o I ‘ . clearing, grubbin i, a n , id .1 men thousand dolla ti ('y/,'l'i.ro'.oi"/, ang suhsrt:ade, dragging; ttlr/lt; New“: the amount incl de" Jtt the es-l wobble. “we”, rem vingl meg t mum» uf said Mayor s President ofl awalk an the west mfg“ . oh " up. i‘uuncil, hereto a ached, aslthel lime from Kincaid “an “in, - cost ot' making and col ecting the as-l rt Tree Avenue. adjuiting eyt1 b- ht‘FSlll-‘lvl herein) be p' l tor by spe-l lent connections u Roger illiabr cial a>.~cs.~ment to be l wed upon the. , awe, Kincaid Street an heir. property 'trenefitml th veby to , the? ‘In Road, adjusting, hyirelay n 'P k. amount that the some ay be legallyl alt sidewalks and sldetlzalk p M - assessed therefor, m a ordamee withl ,'; koiistruetiou ofiea h-b in d the provisions of an A t of the Gen-; "nhole catch-basins, tl dr p nas, eral Assembly ot1the. S it of 1ltipf.ris,i, Ith inlet covers, constructio of th - " entitled "An Act Cnncei 1mg Lowl Tm“t , l f reinforced concrete' culv “i w h provements," approves June 14th/ it adwalls, laying of outlet St r 5M '.. 1897. and all amemlme s thereto, and; Ills? with head-walls, eonst etion " that said sum of t'avp2,hu,,sg'if, duh; “arm sewer connections t p W:.- t laps, ($7,000.00) shall i applied to-' "um sewer on Roeerl,wiui _ Adb- ward the cost of makin¥ and collecting! 'glu, and Sheridan Road. s oothit tt said assessment. _ i lid hand-raking af parkw Q dhtl SECTION IV. That the aggregatel I etng with reinfomedieo'ne t , w h amount herein ordered to be assessed; 1ltesrirat curbs, a rtradivay' ‘hich, tn again,t the property and aisurthe aslf I Mohn's Avenue sh?" be) t 'en '- scsinwnt on each lot and parcel of', th' 126) feet wide from Fae t3 la k land assessed, shall divided intoi I curbs; on Lambert. f.B8 Ave , e ten 'IO) installments the first of! "id roadway shall be twe tyrthiH which installments sh ll include ten1 :52 feet wide from, bpck ttl hick-f per (out (10%) of. ssessment, to-E ll s; on Kincaid Sweet, o s " gather with all frae anal amounts,1v'a¢e, Woodland Avepue; ro " and 'the aggregate am am of each of l luvs Avenue to Grogelond A co, the remaining install ents shall be Thigh! Avenue and Ashlan ye equal in amount ind ‘ultipleu of onel ‘ a roadway shall be) nietreyrf " hundred dollars ($1 (tot. Said in- b wide from hock toiback I u " stallments shall be due and payable in ' .riurwood Place tl road a; a ll the manner, at the ti and rate of) “neventeen (17) fee fro _ _ ‘ . interest as provided b law. And ft,fj l of curbs, and on Wood! n A ~ the purpose pf add ting the collec- I out of lGroveland A“. a it' tion of the second on succeeding in-' in,” shall be nine) (9) cc ye stallments " said use ment for “who ding width iiFtiiir% .9, '8 I' improvement, bonds I be iatsued) .ipt at street um ti, . T e payable out of said his llments, bear-. i) ment shall be den all: ' ing interest” the to of six per cent; . fled lines within 0110 - " M, t £693) per mum. no ble Initially. " the intersectiouiof . o ’s bond: dull be timid-J ‘nue and Roger) W 'A' " e once with and ahail nil mm -Vndius on the 'ft" T po. " ll conform with the' siona-of sold IVY ty (60) “our . ' .A; IV Act of the Genet) My of the P), tw'entycllvo l , t; r , of .. ','fd8tHt1'rtr intoree/tutdl,!HeetionoflF, IA.'.14 shall begin“, thelMnror,ttndat- on Avtnuethrihdt on Mt 'uateet by the City under the V r' shall be thirty” l I [' .n- corporate do) d all! Cftyc, “south aide tensity?!“ " t; may may: 08t0) guy-cu fee) and immersed yn, ishalrde- Mt strength of Ids per square Ewen v. That the ty V Ud “mar :24 . new " a" Court of 1&3th in a name of the trot I' . , prdyintt A" It!" an: iAtlt,t,iir.), w ESTIMATEL! T THE COMMISSIONERS OF. , T CITY OP HIGHLAND MAPK. - #LAND PARK, mumps“ li; G nttement . V ‘7 gherewith submit, an eatiém: c Lfot tttttAyrtoreentotri P l ' , Comstock Place, Khaki St "K .g, odland Avenue, Oakland {A eni l a F Iambert Tree Areiiues a r 'a, easterly line extended of M. ohn ' enue; also ‘. ti . NCAID STREET. from “4 co F, n r: ttng with the present pavdmgit , , aid Street at Comatock; lac " th to and connecting with the p tiF, . , . pavement in St. ',tgtii,,Agti, n at its intersection with SKn i, . S f eet, including the street re‘urns Olmstock Place to the west Ft Br . r , ood Place to the out. as ttr, t . s T ' t lines of Kincaid Streetn so I , ous'rocx PLACE/from tn col n ting with the proposed pav m t 7 c. aid Street at its intersection wi " C'Instock Place, westerly to en co i n _ l " with the proposed pavem t , S John's Avenue at it's in by - Comatock Piece; 8380. 1 J {Rxmwoon PLACE. ttig _ " meeting with _the managed ' t mine two hundred thirty-Me p, i"; f t easterly of, and parallel M ‘ e hterly line extended of "Kr-v F S poet, including e tttrneytil ere _ . "ided for at the‘euterly'g end ' dr, _ 'roodPltuse; dab. 3" 't Ir, WOODLAND AVENUE, froth an e meeting with the proposed pa i' mt at St. John's Avenue at it: iv, 3 " ion with Woodland 318ch r "' rly to a line three hundred: tsixth ()," feet east of andoarat)et wit t r east line of Grovelend A mic, it c ding the street return to e‘eou a i Groveland Avenue $3 " I a ‘uth line extended of oodl 38A r 'r- n " and the turnaround hex‘in p " ‘ed for at the east end ofithe idV p fement in Woodland Avenue; a} , ii1',teKtiefnl AVENUE, mm "Y' cit n ting with the proposed pa ., , nt in St. John’s Avenue at‘its i J. ,eetiop with Oakland Avenye; e - e y to a line paralleiiwithiMtd MEI (fl) inches west of the east life f 0 oveland Avenue, includingl " t rturns, to the south " Ashlund A " a, and to the north and tough t , oveland Avenue, as far as the _ tr. t l es of Oakland Avenue; also, T , l ‘gASHLAND _AV_ENUE, {mm y d mt in Kincaid Street'at’its in "rm with Briarwood Plate, 23:?” a "tte two hundred thtrtr-f) "r It2t, pinion with Ashland tt'ht, F , " to and connecting with _ e he iitter. proposed iywe.mfnt it b LAMBERT TREE AVEN Eh: . ti connecting with _the ripo vement in St, John's.Aven e t tttsection with Lanibert T eerA - e, east to the, west line of h rid all, including street hm o e, 'rth at Ashland Avenue an ito, (1 Avenue as far arthe n rt 1i e tended of Lambert Trice As we; 2'dt,eii,1g,.; grubbing, gra 11%, p - g subgijade. draining, Hj sti g nhole. covers, mmpyingg prey t , jeoitstruetioy of I 'ttht,' inf a iihole catch-basins, d dr p nle th inlet covers, constructio of thl r, reinforced concrete) eulv iii, w "y1dw!alls, laying of outlet st r " 'yi" with head-walls, gonst eti n pm) sewer cotyutetidprt TI, levy . special Amman: geetiort with St. John's donut Itheasterly to d Hui~ paral eli wit (triot (6) feet north of bout a of Lambert Tree Avenue," ihdw t mm returns to the out tlyett Mule, alley north ‘of e: use, Comstock Plumfncai rec mdland Avenue, 0 land {Anni} dqwalk an the west sicie’of . ite, run“: from Kincaid treét to La; rt Tree Avenue, adju ting eipto em contractions at ger illiai venue, Kincaid Streét an he: m Road, adjusting, byi, relay n I pr! n sidewalks 'and stdeyhlk prom , the intersection?” uld , nae and Roger F . vel u i',?td,iuaoM'te, we: yh sl f ixty ) at,” wt 8 a: tw'enty-five (:5) bet; :3 niection of St. John}: Av mm l 'eq" Avenue the r6411 on a M shall be thirty: (a: f ' F'), he; south side sevmtyjmvo ( " , meeting with the prescrit piv”me: Sager Williams Avepue at ii: f, ASHLAND AVENUE, 1" a nhecting with the ptopo pa' mt in Oakland Avenue, at :nh ee AQenhe at "tts intersectgon w: Lkland Avenue; also, , i l brta of ordirynnesek ttttttth' wit radiance be arid the RI tagrtt A _ i ION VII. Tint this o H be in'foree {mind if r ll let rescrlbed b ' luv. ' 8rfl'fN' w.' A"ill all O', 153993. EVWPE let 'verneitt, in _ 1 lion: of _t)uritilte 1uttyr..t8t1stU.yt' 'w... ii) 'mtmarttamtrirMltkrrmrrtoutlran-rm if” . It the inter-cam Irt Bt. " {Av use and wad: the lid on north shill!» twenty-i ;(7) feet, at on tho math Q tw nty-hv. (lm, feet; it the hurl Mo of St. John‘s Avenue and Kim 'ii,9?ntit,?'i'tiii, of " Jtt,t M 'atu y ' Em the Mt2't ll) '1fnf,"l't'l) (iii - k" It}; Giaa"iriiie'GGrt-iG ah I lie Went); {our (24) feet, ma? ith mm side 49. mm itiWr9, 1031?: Avénue d Woodland'Ave: th radius 'IIN: north side shall o hundred (too) foot, and on 1 so th side thirty and otib.haif' (80' f [ l " the intarsoctlon of St. 10h Avenue md Oakland Awnue' the tw ntyAive (25) feet; at the inte ' - tio of KincaidLStreet ma Coma I 1'1iee;ttttttihurtetyinttf9iM, Sweet And Britrwotd PM»: at an. _ te on of Woodland 'Avenue t, G velend Avehue, end at the in _ . tio of/Lambert Tree Avenue _ _ A: land Avenue, the radius shall he tw ttty-tIve fell feet; at the inte 'i tio of Oahu Avenue and Ashl A we the radii shall be twenty ( 'll f t; at the intersection of Oak! ',' A nue and Grovelund Avenue the 'r.. di on the north side than be - M: ( ) feet, And on the south . . tw "tity-ti/stat) feet; at the ite 't ti of Lambert Tree Avenue " th veland Avenue the radius than a th rty (30) feet; at the interned . 91: St John's Avenue and Lambert , ‘1 A enue the radius shall be an]; n (75) feetmt the intersection‘ but Tree ’Avenue'und Show») 12 the radius on the north side A I J: be forty (40) fhti the turharoun ‘ t th ea/st end 0 +riarwood Place t I ha e a diameter of forty-eight (: I) f t, connecti t to the pavement Att. sa d Stl',','.','),'," Place along e ' RP, li on the south side having I ', I!“ of twenty-f9“l (24) feet; the -- P'." di I on the no side’jhall be ('l4'l ttet, $91: the junk pts) ftet; tstAtt, iEueythm_ijt lyt. I CO re B th ha f sa 1i of a and on qudland Avenue shell 1ti co attracted in ,the shape of a at re urn, the nottheriredge of w a ll be per-tile! with and six ) in hes south the northerly lin “of W odland Ave e and shell)» tw i; (l ) feet in gym and the radii , twenty ( feet. The width "yt pavement ‘on Gnovelend Av , 0' in the south ll extended of Oak A epue 'll',')Tl'li'dlltllllkA',l ‘_ mi the north liiie extenaéd ist Oak? " Ayenue, nine, tpd onethalf (9%) f ' 'tt program! hnproveinimt,' all in" fl'g ff ighiand hrk, Lake Com no B. " uhded of Woodland Avenue tshall Jie nine (9) feet) including pro A, curbing, cleaning of aid pro T p vement, and all labor, mnterinls , id T(1' exrieruei,neeetrairy to cgngt _ct The estimated coat of said pro improvement, including labor, m to- rjala and al! 1:.th any“: agten I _ the ume. in tile tnun" of one hand twenty-four thousand dollars ($11 000.00), iumiatd as follows: t ovidth of ie, sGirmentAni, a' I d Away; , theyrouth line, [tir ' MIHATE I' l 7800 cubic yum of excavation measured in the but, includin g l clearing, gnibbing, main a -t', 1 preparation of the. who-35c fd 1 the roadway and-curbs and - l _ moval of all surplus excava ... _ materials, at $1.25 per cub , yard .......-.......89,7t om 700 pubic yardti of parkway exca'v _ ' tion, measured in the cut,' inclung ing clearing, (rubbing, gradln ,3 . and fegxfllif, alrttttrpluts exetr ', vated mate as, complete at 31.3; ‘L per cubic yard.............$87 .00 20250 square ards of reinfo =bi, concrete rfd'/Jlnt,o, -meaau 'ri from face to face of curb, co I posed by vo me of one (1) pa 'it), Portland ce ent, two (2) pa ti, sand, and th (3) parts grav 1 Y; or crushed tn, ne, mixed with tnttt ; li, cient watertiIto more a quaki ti) mass, with sphaltc felt ex r)" sionJoints three-eighths (%) in f thick, space? thirty (30) f rr l apart, reinfo eed with forty (4" 13 pounds; of effective steel, fabr , per, one humped (100) square fei ”I; of pavemen i with: a corruga an eighteen (18) gauge pain ' V metal strip a x and one-half (6'a) i inches wide! xtending along t ') center line 0 the phvement, fro Yr' and to end o the proposed pav4/ ment, excep no center joint-w it be required n the nine- (9) fat: pavements, with five-eighths (N it! inch round iteel bars, spaced t.’ (10) feet cater to center fro l»: end to end of ,said proposed pit w; ment, each ’2” shall be five 4()r: feet long; w th corrugated eigh w- een 118) guage painted me L strip six ‘nd one-half “WV inches wide'ixtending across tl t pavement at each felt joint.' T H thickness of the proposed" pav bx ment shall he eight (8) inehdtr ' over all, including protection fro weather, euring with water an cleaning militate of pavemet'f after comple ion; laid complete' r , $3.20 per square yard. ' . .$64 " lin 16100 lineal fat of Portland ceme t concrete cur s, constructed in l gral with theipaveritent, compo . by 'volume of one (1)9plrt Po 'i'" j land cement; two (2) parts at" i and three parts gravel or c , " _ stone, mixed (with mtiBeiettt we i l to make a dunking, mass, the l t' posed surface of the curb shall . t) i ilniihed with a mortar coat u (1) inch thigh. competed by vii'. ume of one ( ) part Portland I fy' ent and two (2) parts sand, mix tt with suftlei " water to make 'r:, (making mg, the guns; thie ‘g neas of theiettrb,Urtetu z Ir,.' mortar can} shall be ‘six t I', inches, the p of Ge curb . , uextend J7, 5) inches tgr, ." -top of e _ rernenOt e- c, " gline; st,l1yll5,e,i';"t's'), ' -A fllal (a) inch wide gun be c , structed frm, topi'to 'tith, N _ the curb. iiiy, thirty tat) ' , , V apart, compl_ tstrt0.$0mr N & T foot ,.‘...88 The followiit drains shall by ll - fied, salts-1mg. huti and ”it”, , _ pipe drains, orahe teiitd, w ,';iill , indicated hr 3115;: hadn41u» including an? ttenetiitur, _ mu w . ti them .. a -attereasamn. tr SN' IW, tttttttttrd."' t)'iilihi't'i iti,iqh? a mini. - 'it/ttIii,?,?'"?,,; Writ): -.,. team is (6) inches. Ma', 'Mrietttfilimirrtt" exceyatad ' ' " ' 5 Mutual! oftimrt4riatdhtN' pipe drain laid " an even-ea: 'depthoft A(8)feethelow C l’topoftha ,. s,1stuar1_M4t paling! ftte ............u,moo 8829tineaifed ofeight(8) inehtile, .pipe drain laid " an average 3' depth of i (6) feet, complete at I tt.26 per " foot......84,16tdt6 ttmt lineal f _ of ten (10) inch tile pipe drain laid at an - ‘ depth of . (6) feet, complete " sun per li eal foot. . . . . . 11198.00 616 lineal f t of twelve (12) inch tiledi‘ipe d laid " an avenge l ‘dep of si "to feet, complete at 1 $1.60 per li foot......L.$984.001 185 lineal f t of fifteen (15) inch l tile pipe in laid at an new ( depth of s (6) feet, complete at $1.90 perl eal foot. . . . . . . $351.50 The folio tr' drains shall be vitriw ited, salt gin ed, hub and spigot tile pipe drains the inside diameter as indicated by e‘size herein stated, in- cluding all tteryrhintr, backillling the trench over and around the pipe with bank sand fi m the bottom of said trench to 'th'Jl','iUlll, of the solitude for the pave ent, and removal of all :surplua exca ated material. i887 lineal feet of eight (8) inch tile l, pipe drain) laid at an average depth of iii) (6) feet, complete at $1.80 per lineal foot. . . . . . 481,696.60, 200 lineal feet of ten (10) inch tile pipe drain; laid at an average depth of six (6) feet, complete at $1.96 per lineal foot. . . . . . ' $390.00 22 lineal feet of twelve (W) inch tile pipe dilain, laid " an average depth of It (6) feet, complete at ' $2.46 per lineal foot...-......858'.90 70 lineal feet of fifteen (15) inch tile'pipe d n, laid " an average depth of tri (6) feet, complete at $2.75))? neal_foot. . I' vriv819!l.6.0 The tiot.whttr. drains dull be vitri- fled, nit 311:“, hub and spigot, tile pipe drains f the inside diameter u indicated by the size herein M,‘ in- cluding all drenching, mulling the trench our ind mund the pipe with earth and _ oval of all surplus ex- cavntod "was“. 280 lineal Mt of eight (8) inch tile pipe dni laid " an “crap depth of f " (4) feet, aid drain to torn: co noctions to Pare,',',', qtorm new P-on gong imam: Avenue Sheridui Rood. com- plete at $0 per lineal foot.8184.00 270 lineal f t of ten (10) inch tile pipe timid, , laid at on avenge depth of I e (6) feet, complete " 81.06 per lineal foot..... "$288.50 517 lineal f of twelve 1urinett tile Pt, d in, laid st m pda _ dep of vet and one-half (5 ) feet,, complete " $1.40 per lineal foot ..... ................8N8.80 115 lineal f t of Mteen (15) inch tile Pt d in, kid " an avenge dep of ve gutd'omr-ha1f (6%) feet, comp etc " 81.70 per lineal foot .....i .l..............$l95.50 81 catch heel s l constructed of brick masonry, rilk- laid with matter ' composed y' volume of one (1) part Portl ' d cement and two (2) parts can , I ixed with MrtBeiettt water to it making mm. inside di eter three and one- half (8 1- ) feet, sidewells eight (8) incite thick, bottom six (6) inches thi k, height over all of brick wor six (6) feet and six (6) inche including ell execu- with an cg t (8) inch vitrffred, l salt-gm , le pipe trapllor con- nection term waterJewer. each turn hed with a four hun- dred (400) pound asphaltic coated cast iron let cover set in place.~ construe complete at $85.00 each .... _..............t82,635.00 44 mdnhole . tch-basins‘constructed. of brick asonry, brick laid with mortar e posed by volume of one (i) p rt Portland eementuuid , two (2) at}: sand, mixed with sufficient 'a r to make a quak- ing mass, inside diameter three l and one- If (3 1-2) feet, side- walls eig (3) inches thick, bot- l tom six ( ) inches thick, Irottom " of brick 'ork thirty (30) inches i below the outlet drain where lo- ! cated, incl ding all excavation and , l bathfillin each furnished with a I four hund d 1400) pound asphal- l tie coated ast iron inlet cover set I in 'place'; onstrveted complete at 3 $86.00eme .............i740.0N 6 'storm in: ter drop inlets, set on I concrete one, sides to be eight l t8) inche thick. bottom _six (6) (' inches, in ide diameter two (2) l feet, .insd e depth eighteen (18) I inches bel w the established grade, t, _ of pavem nt at the gutter where " . located, ith eight (8) inch vit- 1 rifled, sad glazed, hub and spigot, i tile pipe onnection to proposed culvert; nnection incased in con- l, - crate. A rage length of connec- l tion seve (7) feet. The concrete i for the se and the connection slum be omposed by volume of " g one (1) art Portland cement, l tWo (2) rte sand, and four (4)' l l parts gr vel or crushed mm, 1 mixed wi h truff/nt. rater to 1malteoq ntrrnasa,eaehfiT. "nished wt a four hundred (400) pound “home 'coutedaeut iron inlet cove ' including ell excavat- ”1 inc, backuing. end removal of all 1 surplus coveted materials, oom~- plcte " w .50 'iu":C7'."i'ii'Li) 8 concrete heavens tir outlet i drains. a h of said ileum“: l shdl‘be " (6) feet long, even (7) feet sh, top one (1) foot 'wide. bo " two Ito feet wide with ope lag through new ( will if; - -ten iidu'g,tgt'2.r . l , " open at one man or ' was” (12) m " - ' r r 'rith ope ' one P' / - for I mug) inch . r :plpe. An and!“ l "tht - "f,tt'df2tt Jun-4. u f " I ',iM.mtttlft - tdtrntitVaiaitt,st"r " (6) inche i eluding all excava- tion and b kalling, click} furnlqhefi l , Lawful p T (attend- I' insktjh'e said ngs tot l m . Po4ed I imp"? granting i cum 5' ta." costs _ _ of m tr, I ing and t collect! .' assets- Te meat. to . proposed limp eww........ I ,',',',ti,tri:t, CT,) new I, eGiiiit" mm , l " 1 ord n Iii? ' v ttorol124,Mhtttt (, I Ieitttt 'dlQ ”as in my opinion 1rrtIltcotehs, , Jrbitoisot-ithe 1i'igte,l,'t,i t" it :2: ttt WM“...- 1',liiiii'iri'i't7.iy who» 'l a WWI... nah-1W on r, mop 'tQU l his!“ thick. mom eighteen l r new thick. the top l shall one t '~ (2) feet above m. up of e We”... when lo- i, and. at out and Wthe pen- '; ment in q Anne, cow. l, structed ‘l , 171th the pove- irttmtt,1theri' autum- 'i'ir'i'i'ttti",,tl,'ifii)1tt,,'.?'d, (1) pert i ortl . ?, two (2) parts gtorpeth-I "tijthree00_ttapts )gravel ot ' 113th atone, includlm , all exam on tf removal of l surplus qx' " matcriel, in all C two (2) c bie rarda of, concrete I Cottgtgue co plete at 825.00 épercubic ard.............$50.00 4001mm of w eon_emtartrrlk, ( and can: te t elk epproeéhee, "f1ve (5). t 'r. ' on six (6) f inches of deb, the body con- crete foot HAfnthes thick shall be com ' f/tttet of one (1) T part Port cement. two (2) parts min 3114 four (4) parts gravel or t'uertied stow}; _thc_ _ 3 ', isaeh,rri. ‘..l.;;.';...........$75m 800 1inial 'if bt e bresertt concrete walkion; st 5:! of 3t..J0hn's Avenue ( m humid Shea: to Lambert mt venue, taken up and re ' pmpletg. " $0.10 per 1111te ootg.......‘......880.00 60 square“? tr a: present madam pavem d) ted, at 33-00 pdr whit: Pl el,i'rs--,.rit.-er0ir 2n000 aqu. fl park“ ,8. levr tled, ha: , and tubal“! re- moved) ,irltt, a! $0.0§_ Jet.'. ttGmuthotii pa" to iinithed {rage i re) ted, " 8ti.ff . if : Jpefifully submitted, i _ V - my t _ I _ ' l I ofthe City of . a--.-.....------.' , , r i l and Park, minute. Tint" thou-dud ' ' Prank P. » r , ' _ unity-nine mile, ; Prawn MI' 1mm 8mm f.r. [ 3 $osei,h , r _ ~ T . mutt-tour titeyrd Wail! tttttttu""""" /'ttMatlttt should stop a not. about after mm i as; {luau "In lum- that trn to I ' has. ':, f of hood- anl . be 1 , (4) f below the luff , of ground when !oettei, mind rw" swim". W m- ink.“ '14: an $99.83* headwall,, . d Abre 165) feet in length: ' the _ on at the ht it " the mull: for the _ have on ev- erue height of (10) feet and eight (8) inches. m all tees the thid I at the footings the cop wagging“ hire an ev- enge l gummy-w (22) feet, then. . ten; (10) unle- in width at below. the 'IT, ing and, i, um (17) inches n width " Bottom, above the foot- ing, the f shell be twelve (12) inch: ‘thie end two (2) feet fitre (6) . ' With the bot- tom at (11'th depth of four (4) feet" reheated. the cop- ings shall _ ad (3) inches thick and one " A 329% 15%.!!! um inch. All sideWu iifueulverta stun be . MO who: tuck and all top up I slab- Ihul be eight (8)- ' " ck. All eon- crm null up by volume of 07-9111) stark" rtlaod cement: and one Ot 10ng Illa? all exposed ,tyPemA,1W,1alt1ter, 11tl 993.53! two oo' four (4) ing nisit ' 29» pounds" Ut a 91th (it). frsilttr'dyfeed a: four (I) - attt or wished atone, mix _ 5.0mm water t.0 nui.kt,ai tttpt, me". tseyti- atteieei)e,tfieiii1imraadt. mom M) A us muted‘ material, b all one hundred (mt )esNeragdaof untamed patents, " $25.00 per eutri-6r'..vii.'t.-.r6l00_a00 gonad b 15111111: 9: Ths, ?, 1 torpedo u 3 ' it grave] ot ' 113th I all exam on tf surplus qx' " , two (2) c bie an comma: co pil per cubic and. t.. 0 linetl of a and com: te I ilve (5). t ttis inches of dds. cute foxir “Linc! be com ' f/tt part Port can parts min 3114 f, gravel or rushed posed s V e shall bel mgglegi he com i, ffttert of one (1) 1 part Po , ment, two (2) t parts sin F tour (4) parts . ‘9 gravel or m stow; the ex- v; posed a _ (1) inch thigh i shall be) m by 'volume of I one (1) and cement and two oo p F . ti, all mind with ‘ sufficient tar Janka n making g mus, ite gill excavation, i grading d val of-all gut.- i, plus exed ted " brill, laid com- plete.at. $ my" inenl fotr.er:00 tqutMe rm tout WW cost of Engine! l lea: outttesV'qaneerustrreru bie in; con- A $117,000.00 ”11.184455 Id “(an q i t minus 5 nation, T . Ill wt.- id com- t.$600.00 initshed I , 85.00 ...375m| tyttetete I Jnhn': '; 81.9 7,0001” CGNCLUSION o . '?i1tfiiiiijiiii)'ii,?"1 I " 'ttthtel?,?"), e u. . C ; theChieieotugert, tbtdguteri" was: I“. ' 884 F deaths h Cod w Va. " ? ' ttmtsiar-irttuest nag-.110 mun muff“ - - , f thematic.“ W W Walking . 'TW' on’nutgwhon you ' tttnn m wntk', "“ a u Qty Council's report, . at "itWGiaiiiteiriAiiii7i0i"'i'i'i'. . Vi"iriiiuaTiii"UGiiaiiui ,4 vials“ cut-mom! ddvem:turrtrteetkt - ”I: fetvCormtrii_itttttpae .1 iiiiil . nwomondrim -}' - 1 V in that“ doubt. . "Wt 'iiiiiiil 'netttoestU"tar Fiiii a“; it,tutiititFaGuGlGa thrtN . mkstthoirlivu' j amtywonom. '. , _ . Wooten 'mt. _ thtut.tt-ttieiatal, "i 'rabaafdlioqrhtg ( don ' pursuit-unto: Sari, ) handdrlwho MI ' th Him-throw -- If. , it can ”with”: " 1llll , “when!!!“ F ‘ty , tqto.Theeutre-ttV 1. 'neltaatiiobaatdttari 'iiiaill" rtuttottmttoetttett on] . OfBee,trtdidiites a...“ . , . ttfturtearNtttreeartt - ' tmrirtdowsntsd.trt1tdii- - atti Nunsfotf. P"" nir,peetdiito:Dr., ‘ . -' ' o tho ”Nd. Park r . ties of M Gout-l E . l . ny of Cleveland. 3 “made: lighting for = . ihtrpttotmehnstteesO ..-.u when it can .* . “an Dr. Luckiest: Pteliminnry Bndimm ' , . h work In" - - " q rain: to the lighting . ., .A tiight actually can .= [, . ties. 0M buildings, . . " blic buildings than e . m .1. tion. _ . “We congratulate out ‘ = on = J f ~sunlight," Dr. L .,.. . r t Bed. “yet we my d 3., . I the tirst pine; bail .. =M. of their illhmina , t"d,"Cl 'ndmvn paler-how a -', - = i fir replacement o u n! maintenance of ", in; q ell "for sills and win . (an... “Sandy. we by": d .. [ ', u. mmtinalamnu. ttmild, i .thelmdmth'- can r that-in building hi mg no win: s. Thindly. than in] m1 eqrttneidmttnltdtt “a “annaudthecoot ftgttno'+ “It: with: at an - M i, Driver Silo. M {Behind the and" d i , myelt “in 'e, _ at 3%ny the greatest u - to t 2 wig-14nd puit1iehtihiir 'iT. Mew as in“: (round an” ‘5 over mm. at! Tight guru. y. .. tithlcouofthit pm. a [ a, Aarete,the"uaesaht4rttgedl.1 up!“ it chariot l 'iiigi; at are staggering." Cl ' ' Vanadium in a, ' r Ventilation In . . ii 11-, Dr. [new an. to I and In. atf all diet; I ith paring ite, a Uititod Sum Cr. illip temple“ /tgttt,', , Ink, M l A,“ V a T with “do” this: . was or panama! _ ron on. T l, n blink mogul “W. a: WW3} Bm a, than! mm. a} dun-r I the [ned tab 'vohd I hon I aide "has: ' ha Sl a wit; I!!! d w ‘onou can rlyxotil m _iittl'ii,iill " human gilt" ti