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'lg" i(iitt, Ital provimt gun and“ . at: in mm s, . u, all 'isis,,','!?:!:?::":'), pttyed imrrtrrrrttertt. ' ".'; tter blécks '0; newbies: ed r,ti,teiCit'e1i'e,'i)tCiritii " wit , ie t v. te blockI. said loch altdt ed on a... mid. ‘whh p 'ort.und. ce'mglt, and 'At - e I mm. was. _ hole- shall be, Fate' be "bond in. in 'iiiiii 1t,1'ngt Nt' , "en tii) 3.: gp,t'd it... e Nit. B. P, a M. t No. 3: a. t PM F, No. tr. P. ',l',tt, 'k o. . . 2?ft t9, ' $1“ is tl,'At P. . ; Pute 28. "ile No. H. .' 8727; laid I . part ttf s, promo: m tar, Mn - ' . J _ ti T . 6mm af that ' ' " made. V w, e of th. um ' 'trtweted than be mpooed by. volume of. _ read four (6hiarty _ _ l to make tanking. mttq'ttt' te, be laid, th full (a, have]: "it't't'l a . 1(2) pm: a: mix _ be holes mind the ; E. and all “:th may: the inprcye eat. ' _'; lie four' (4) feet " #t tee ttt Net tititne thd W F ' shall be uniformly “'3 We mummy. in shell I“: piled; SidipTtU until!“ pm shall axle?! to the 9.5-; [of' masonry. Y, also! hr: Li“ with 'iillii,'i ttO' htWr, a tug. a also for 'tti, Lulu" e provided via 'I) Max of a mm atti: [A Mowwdbclid we Arts top o t -v,rt Fr with the hit“ of said lid shill be ',',tttA, era: j i t met. a . v.3 new}: for thr esttsstmetht't') in t of ti ue', no a to! “hi hi mil in! lb forth"! I!!! shown repaying I ,m . Q3482: i" may an be laid y i . 1, com diinrh an tfilter, w f ‘thickm {iron inlets Md lb" tgor‘theiurh, r" 73 Way an trhieh tho 'tuf, (Wank! m, a, ma State of Minot.- 7 . tum is further than ibowintr _ may main, shed. mode Lput knot we l ptrteatt than ' manhale .eat'ehttdsirti, M ll; of thrthty a". Pinon " aid at. the com _ of ' to herein. The nil ' ... cake maxim m sum”. Diana and .. heroin provided-dot. - Itontraft lute",,,',', ,7 J” Wu!- brt'beatod idAD, BEARS“): tiii I CAROL come, DIE E him}! (19) test: on. ' mdvoxs. dull by 'r1riq i charm-t “is! 'rrmtrtaed di HM? mtamg. " TNG; or! the‘lnprom; I -eittettltnsirts, eighty " inlets. all connected tit trr', a phown ‘on, aid Plum Mr , Jgttui.itc'it, , t . t _ " un said City At in I, tlnighed grade It show was or ,dnvinu, balm datum at"; ttetthe 13M k to tid us lay of aim" a with the am T f hid lid shntl In , " In: of the imam, a mun in the‘com ,_ h for' 'tGGaiiiiiiioA"te, are shown on "ht m herein proposed to' In gum: in {mom-q” 3Cr?.l'r1rt tin swim , '0; safer. heroin pm” '__ my ..._..-..... “up: “med. 'tride walk: a”; ttemi. shag] an: in f; ttmn sh "0' te .‘9 the Digit‘fw . rail be: mm with. T" sting of a we [ (Quorum, . T _ s't s 8041) 91*! yam was; an! Pant, am mgtttti" td IF', m...” m a a I be laid yth In" M wel, com , . bares an 'i!Atdt Hling ma ' . _ “richness d fltut op inlets, sun be ‘ "tot'. iifi'iiiiiii'it'9,tf' Re H q be sanhe aim-u: an! L, The inside . , mom mend sl'lt'tai' me the 6M 'j, the top of“ "ee ai herein we“ 'm ‘ ,- Met shun it - 't combing of A y, mi; 'ttttNd",,) l Ia “A?" . ' 'MI bi thi F. Lt a . w',',,",','.':,",,)',', ' _qt . M. P. 1e'iilllifi, 'id,? k H: '.' , , Mr: Pt rt.' 'tlt, 'Alt .- I'ti. 1;) ','iii'ti,i"i/ , . . ‘m N Cd' "m}? {33.12: 'tf, a. I s'li'ii,"'r'l?h'ie" .. qt: P. ww, Pm. "ig late 28. File No. B. , , No. H. P. 8125; ") 'At, '; said plates and "" " part of this . ' . Miles and deehite , , r times herein. .‘ . If tho' "when: " chi " , this’or'dllsuc tiele (1833'th Net." and w ad to the tight at 1PM": Mt, " d: r the eottstruet- wild Plat. 19. . T M -to te_elt be tour w in} at (a) 1:.ng shall lk tittfttrtrrF' m- if.” the eit‘ahlishod ic; JULY " 9:332; It. ‘11 R. inf n. it , te . H. BT , N 11g: te ty, It , t}: at" 'ii,ilr',r, la a“: 9.3-.- _ "aneit1% "PM? f 143% Ma "1‘” let), I C Cr", Fifty (so) lineal feet orMge, (6) inch as; pipedreinyleid et, _ , ' egregebdepth of foul-end iaiiai " bdrt feet below the top _ t cur . _ q ' ' .. , " I . ' , Eight hundred twenty ttid (826) tiiteal. feet of 6311(th F ,', tee.dryirr.teidftHtPt-Brgutotsixtndfrnr'-' 181.; I '. ' feet belt): the top-of'the peremt.‘ . _ . i' Three hundred forty-nix 48“) lineal feet of ten (10) inch . pipe drain, laid " on "ever-ego depth of sin end one~hetf (6% i, feet below. the taped the 'pevement. . / 3 Two hundred sixty nine 1203) lineal feet of twelve ('12) 'iet I tile pipe. drain, leid'et an new depth of ti: end one- l _ (6 1-2) feet below the top of the pe'vementt F C i _ I Fifty-sitar) lineal feet of titteht f16) inch tile pipe drain, in i at an ev so depth of six, (6) feet below the top of the p" I I ment. I . F i TNentr-flve (25) Wheel feet of eighteen (18) inch tire ipe we, I laid at In avesratm:iUpth of six end one-half (6 1-2? feet in, , T low the t of the pavement. l ' _ _ _ _1 E F Nineteen 08.9) lineal feet "d ttreittr-firirr [20- inch tile pi . I _ dnin,dleid at an even-ego depth of six (6) feet beiow the preeen. . l i groan _ T . I“ l There shall be constructed dong the lines And at the elevet e Arms on Plates 1 to 16, Win, the ~hillo'wing drains, which I ll' mtrncted of vitrifled, epit- ' ed, hub' end spigot tile sewer pipe e internal diameter as indiqu by» the sire stated below. All tile. ipe over twelve (12) inche- in diameter shall be double strength; Sea "li,d shall be bid with open Joints, ecroee the street at certain ' and in the parkway: along line: parallel with and two’(2) feet ft bet of the curbs. except ",.eatehbaains, eatehtmaitt-mtuthp1es, and p m, where they shell curve towerd the center line. of the p vement and connect with said euehtsasirtp,, 'ustehusin-innnhoies, dr p Wd The tremhed for aid drains dull be ttaiekillled with e ell surplus materiel ehell be removed from. the site cf the tmpmv m . The depth of drains in all instances refers to the new line of said” . , Seven thousand men hundred twenty (7720) lineal feet sip (6) inch tile pipe drain, kid at an average depth of thud I K and one-half (8 1-2) feet below the top of the curb. I I. . Eight thoueend one hundred ninety eight (8198) lineal feet ad I . eight (8) inch tile pipe drein, laid at en average depth of six I ' (6) feet below the to of the curb. i l' Two thousand eight bik'ili thtrtgrehtht (2838) lineal feet I i ten £102 inc}! .tile pipe, ei_n.nleid at on "We depth of new I . en (7) 2t2fg,,.ti,,t3,tfAf2gt .'r ' One thousand nine . 21t"t, one. (1991) lineal feet twelve (12) inch tile ,pipe in, id’ " an average depth F seven‘ (T) (set below the to of the curb. c. Nine hundred sixty ttroot lineal feet of Mtotot (mane V ' pipe drag, o',',',',',',.,", avenge depth of six HO feet below" f top o e cu F' w T .‘ ', . ’bne hundred tortr-he (MIS) mm: feet of eighteen (18) td _ 'tile pipe drain) laid at an sveragedepth of.' six (6) football 'the topofttteeurb, ,, . m. _ f sl i -", " Two hundred ninety eight (298).ljneal feet of twenty-four 24 “r ' ’ inch tile pipe drain, laid at an average depth of seven (7) fee / k belowthetopoftheenrh. '_' ' ‘_ '_l" There shall be constructed slong the lines‘and " the elevations: , shown on said Plates 2, 12 and Ut the knowing outlet drains, which 1 be constructed ‘of hell and spigot out iron ape-,0! the internpl' di r so iriieated by the sine stated below. fla pipe for said outlet. s shal be laid with joints of lead and oakum thoroughly cslked into . Each of said outlet drains shall be connected at its upper end to one f the herein proposed catchbasin manholes, and the lower end shall; 3 through one of the herein prepoeed hadWalls or retaini walla; sluil'be firmly cemented. in place in slid headwsll or retainin will. ' ' twelve (12) foot length of eight (A) inch cast "I',', fr, s l weigh ll hundred fifteen (516) Bounds, each gtwelve (12) bot nuth of tent " inch cast iron pipe sha weigh six hundred eighty the (685) pounds, n poll twelve (12) foot length of eighteen (18) inch east iron . ipel s l with Mteert hundred, fifty (1659‘ pounds. Said drains shell at an aver-sire depth of five (6r1teht below the surface of .the when located. The trenches shall be hacklilled arith earth, and, I - plus excavated material shall. be 'removed from the site'of the im rev meet. The depth " said outletl drains refers in all instances. the ihnr line of said outlet' drains., _ ' . I i 1 Thirty tour, (84) lineal feet df,s'eittht (8) inch outlet drain. ( l Twenty-four' (24) lineal feet of ten (lor/meh outlet drain. i Eighty (30) lineal feet'of‘eighteen /18) inch,outlet drain, _ I KIADWALLS. A . _ V ' , A l F It ,Oh when plus 1 mt. There shall be constructed at' the location " shown ortf said te l, a 14 and 17, the following headwalls for'outlet drairis.- Said .. walls shall be constructed of concrete composed by Jyolume of one (I) p Portland cement. two (2) parts sand, and four t4)lprtaurravel or c stone, mixed with trutBeient water to make a quaking mass, jexcep t the portion left exposed after the baekfi11irit is done, shall .be cons ru ed ts a depth of one (1) inch of mortar, composed by volume at on it) part Portland cement and two (2) parts sand-mixed with trutteie water to make a gushing mass. The bottom of said headvalls shall three (3) feet below the flow line of the outlet drain (when, located] necessary excavation shall be made, the hclcs around said 1tfeid_wptJ11r'itsha be backfllkd with earth, and all surplus excavated material shall he Med from the site of tttimprovement. The details for the constm tion of said headyalls is shown on said Plate 18. , 2 One -(1) headwall. to be constructed in First Addition to Ra/ vinia Forest, in the. ravine north of Carol Court.- Said heads, wall shall be five (5) feet long, five (5) feet in height, with the; bottom. twenty-four (24) inches thick, and the tip ten (10) inches! thiek,:orntaining, one and four-tcnths 11.4) ‘cu ie yards oreon/ _ -. eretey ' . ' i .-" i, _ One (1) headwall, to be constructed along.1:he west side of Lin; eolnwood Road at lot 18,. Second Addition to., Ravinia Forest.) T ' Said headwall'slnll be fltre ~(5)' ttet. long, six (6) feet in height; ' with the bottom twentrrfptar't?4y merge- thick; ind the trip , . T . (10) inches thick, containing one and six-tenths “(1.8) cubic ya , of concrete. , " (It . '.'. " _ One (I) headwait to be constructe in the ravine between. Iota 20 and 21, Itt Addition to, Ravinis Forest. Said headwal i shall be -te (10 feet long, seven IT) feet in height, with u _ bottom J,uyl'd 42‘) inches thick, and,the top twelve (12) “ _ _ inches- thick, containing {our (4) cubic yards of concrete. 'RI'I'AINING WALLS; . , ' . '1 _ There shall be eenatzueted " the location " shown on said ' ' $12, 16 and w, the following reinforced concrete retaining walls. ' ' footings and body portion " the retaining walls, and of the railin an 1Briqtrs, where required, shall be coursed bywolurne of one (1) tll Miami cement, two (a) yam, can ' and four (0 parts an . .. trashed sttne, mixed with,si@ciont water to puke a quaking mas” . . portion of retaining. halls, and oft-ailing: and copings, where u: .. thick is left exposed and the Uekftiting ls, done, aha be co 'CG " " to a depth of one (1) web of mortar composed br .-of on part Portland‘cement and m (2) m and. mixed yith‘an .. ' Water to make a gushing macs. m necessary excav tion shall lit aM; - including the removal of all old tree stumps, and the ho argon s , Valle shall be hacknlled with earth, except that the ite, those _ " in: walls propoaad to be constructed aim: the east.,and P? s n» ' lakeside Place shall be tsaeMilled with travel or hid stone,» thickness of me (1) foot, from the top qt the foot bath. ttq T tf f1tti't,.tg 2',tt tt the ntt, length (f,,rh 2,,th, C _ vim ' a. (bald, ‘All I m p s ( hid in the tfaekM material at the rear Jam retaining 1at2t, o' fast and west sides of Lakeside Place in such manner.” to form n CM- druid bat-kill] material. , l _ U t, , I T l One (I) mainland mm. r..tntttitttt. “11.3)," located aloud ”.3 -* ' the west lineart Deli Lane, with ottiAhttr, to" mats-four (84)} l inch pipe; POOTINmo it): feetrhigh, twelve (12) {was ( and seven m foot ;.WALL sieves! ttll ttge.: rl,iit (12) feet lone, and on. foot thrpe inches (14’) l MI _ ING three (3) batman!“ (Brien mania mica if , three inches (123*). , q comm six“) “high, in feet four inches titat) hifii,il one foot men when WW") , wide; dontainin: fourteen s poo-half (14 1-2) co te yang, ': . concrete, et'rt.toikrrltmt iiMsrlqn4red itftitnm "“3 Po, . of one-half (1-2) inch rum deformed steal reinfonzng‘ . including removal of old tmet mp0. all kration of -. Mining wall is also" tttsf Plate mend-tho doc-Mo . 1otutruetitmonid,t'trrt. . l d: .‘." _ . One ft) reinforcad e.nemte mining no we!” lowed c" the, cast as. of Dalila“. with and!” ferv‘t'utrfour. (u " ' mob pipe; common» a) an high "ttttr/gl,' , l' ttttte, and sons) (7) M _ieide, .WALLS, _" _ tt T a“ _ he!» feet sixfilch. an") iltiii, dent-fret thi Wm " _ , CtyitAt,,ete,er,g'te, 'itqitttt.tinmtsnd student! than on Hate: 1 to 16, tult,'sti, dmhts,oebttstr i "autrxreud, of vitr#ud.ilt-guto4 at and up ot were: a. internal diameter " indicated by.t use an balmy All tile; over man (1i) inchu in diam shell be'doable tttttl) tttd shall beHaid under the 2mm kiwi!!!“ or .Nmttei m a! mortar, ,comwssed by Mum?“ tttte (1) part Pyrttagd cement uni o a) parts and. mixed‘with sumac»: we: to‘mke I "qttntirtit mu; , the "we" shell be Junk“ with and from the bottom of the ', . to the under surfaced the paramount. and alrtmrpius arreavated' up at." be removed it? m' the trite of the improvement. _ The depttrof .drli I in all instances refers tel the depth of the flow lineof ’uid drums.“ P" tile pipe Wins shall connectI’Qthe herein proposed catchbuim and/ea , - - manholes, in 'V""")"" to prortorlr drain tho prom itrtirrxrt'+ mt 'ukta :11 shown on “arm " and 24. Thefdigmnol tlull be twenty-two ad thr-quarters ,(22 84) may». AyMttt tite W nun be nine ttry inch“. and the average thicknou qt the h the cover shall be one and mm}! (1 1-2) Inches. ' T ' 'is, I TILE "I"; QMINS. _ . . i -m' -- _ ' _ I f mugsDAY, JULY so. um? PQ CULVERTS. There shall be constructed " the locations d, shown on said Plates 2, 6; and 17, the following reinforced concrete culvert: with headwalle. Stu'reut.verts and the body portion of said hendwalle shall be.eonstrueted of concrete composed by volume of one (1) part PortUnd cement, ttro C2) put: sand, and four (4) parts novel or cruehed atone mixed with sumeient whter to make ' Taking mass; the rtion of said headwalla left exposed after the uehtu ing la done, shell l) constructed to e depth of oneH1) 'inch “of mortar composed by volume of’one (l) part Port- land cement and two (2). parts "hand, mixed with, ttdBeient water to make I dunking mum. All necessary excavation ahall be made..‘and the hole around said culvert: end rheadwnlla hacklilled 'viith earth. a On f i) reinforced concrete culvert to be located neroee‘ ST. G'lfiGi AVE.. inside dlemeter of bone! an fit) _feet high‘ and four (”jut wide end aixty‘lfour tset, e ht inch" (64u8"hi . .' lone, aide walla. top and. bottom nine ,(9) inches twt., At each ind of the barrel shall be constructed, a headwall with- out railings or copings, intone! with aid hem]. The went heedwall challnbe seven feet aix inches (7'6") high, ten feet ," four inehet Wr-d") iris. and one 1) foot thick. The ant . hendwell shall "be 'ft,t (melt ue, 18'Ar') high, ten feet four inches (lit-C) one; , one (I) fttirt thick. The barrel shell contain tw'enty-llve and, one-half.(25%) cubic yanda' the t heedwnlle shall contain five and my aevgn htmdredthsr (5.57) ' _ cubic, yards of concrete. Totalthirtfone and emu hundredth: g . (31.97) cubic yards'of concede inbred with twenty-six hung-ed -, l (2600) pond- of one-heir (grim: ”were deformed steel r.. V l, inforcing no; the aoeatiott of aid culvert and head's!!! in shown on cold Pluto 6, and the detain for eonatroetlon on ' _ ,anid Plate 22.l, ., _'. _ ", .i '. . ' One (1) reiptoreotru'8tAt1sreu culvert with headwail’ at each end 't be 'ig"'d 'rpi'tt,fie,"htfllrsl?,',ulfels1/tei' (tttrt “I: t .. tee eet u not a, _ do: F long, cover ttttht (8)1114!" tl9etr,'oai& will tt _. f,"dllt I .ithick. footing two (2) feet thick, three (3) tNet Wide. . two gld1',,t high, two (231M imagining meagre,‘ tlt2'l,di'ttt11 (“is in“ “ME i" 'tttt "($33 'll'lhr con nee level: _ "' 'VI yards of concrete. WEST 'ttd? Attiit? two feet aix inchee Ire') , high, nix (6) feet wide. and thitty alx we) feet long; WALL, one foot three inches Wa") thick tt3Mttt,. four (4) \feetthick " bottom, nine feet ihe,'itteltt'p ttram 's high, thirty an (35) fettglong‘~W one (out 'ltiy.riAbeF. r es nus") thick. three (a) [at may-an om at.» T long; COPING, nix inchea IF') . one foot Jenn inches F (If-4") wide and thirty‘ ttre feet {out inehea’ (85'4") w. _ use WALL; monummvmt six new we") ttith at ' a (ti) feet wide" and thirty six. Mt feet} Itttttpt ALL. another tliree1rittttltp, (153") thick at. {mm “at thicket bottom ' ' eleven] (11) feet high, and“ M135). feet In? HARP / INC, one footthrec inches (tut , thick. We“) at high, l ms HIGHLAND pm Puss; HIGHLAND PARK. mom One (1) reinforced reta ttittttyili, without in or isispiiitm, to so located along the ,rgttttit2i, of BROWNVIm ROAD," across the west ravine, with an owning for an" J" foot b1 seven (Tr, foot inside dimension ~culvertr FOOTIN ' two' “If? 'six inches (2'-6") tt eight feet six inches 1"t'lg,ttt a dash enty three (78) est opttf WALL, a rage knees one foot six inches (I'AO, ten feet chi inches E036"), high frq‘wtop of footing to top of wall, seventy‘two ( ) feet longheontaining' one hundred eight (108) cubic (yards. of concrete In orced with nine thousand one hundred seventy (9170) :0st of defoniied steel reinforcing bars; the location of sai retaining Will is shown could Plate 9, and_ ths‘details for conWon on said Plate31.- ", 1.Y, _'.. '. One (1) ,rmhtforeed .concrote'netaining wall, tight)” .railingaor copings, to be located ong the south side ,BROWNVILLE ROAD across the west- avine, with an opening. for a ttve W) foot by seven It), foo -inside‘dilnenslon‘ on] rt: ROOTING, two feet six inches (2'Ar') high,:eight feet ix inches (856") wige, and seventy two metasix inches Ft'ulll' long; WALL, av rage thickness one foot six *inches tl'Ar'h tht westerli forty nine feet. six inches (Ag-6"). shall be soven~("l) 'fbet lft from top of footing, the easterly twenty-two. (22) ftttAudt .- nine feet six inches (ix-6") high from top 'ofyfootinc': containing ninety three (93) cubic yards of etTem.tfthtftrrspd, with six- ty cubic yards of' concrete reinforced with sixty eight hundred seventy (6870) pounds of ‘deformed. steel reinforcing bait; the location of said headwall is shown on, said Plate 9, and the' de, details for. construction on said Plate "t ', One (1) reinforced concrete retaining wall to be located Jalong the north line of'Brown'ville Road 'across the east ravine, with an opening for a two, (t)Ttoot by two (2) foot inside dimension culvert; FOOTING, two' feet six inches (2"ur'), thick in the center section} nine (9) feet in width and sixteen feet six inches (16'-6") long; in the west section seven (1) feet wide' and nine feet six inc es (9'-6") long; in the cast section eight feet six inches (8'-6") wide, and‘ten (10) feet long; WALL, average thicknest ne foot six inches (1'Ar'l'); in the center section twelve (12%. feet high, MUen (15) feet long; in the west sec- tion sum (7) feet high, eight "8) tot long; in the east sec- tion nine feet six irghes (it'-6") hie , ten (10) feet long. the height measured from the top of the footing; RAILINE. one foct-three inches (IM") thiek,,three (3) feet high, and thirtr. three (33) feet long; COPING, six inches thick, one foot seven inches i1'-7") witiectht'rty ttttt four inches (33’4") long: containing fifty four (54) cubi yards of concrete reinforced with thirty two hundred (3200.) pounds of deformed steel 're- inforcing bays; the location of said reulnintrwal1 is shown on said Plate 9, and the details for construction on slid Plate 29. One (1) retaining wall to be located along the soutm“ of Brownville Road, across the east ravine, with an op g tor a two (2) fcot by two (2) foot inside dimension culvert: F6012 ING, two feet six inches -(2‘-6") thick, nine (9,.) feet wide, tern, ty-sevcn 127). feet long; WALL, average ‘tliickness'one foot six inches (1'-6") thick, ten (10) feet high, " measured from top .of footing, twentroix (Mr feet long; RAILING, one foot three inches (1'-3") thick, those 18rfeet high, twenty six (26) Heet long; CO?ING, six MI inches thick. one foot seven inches (1'-7") wide, twentv six Net four inches (2624?): long; containing forty three (itil 'etstriergardtt of concrete, reinforced with thirtrone' hundred itftr (8150) pounds of deformed re- inforcing steel bars; the location of'said retaining wall is Ishown on said Plate 9, and the detai%for construction on said Plate M. tililttt and one " this i , :r.ttr9'ki,ttiiii1gt " "We six feet nigger». tr, 'vitfii',1,iili'ifi, 'fi" a' ttilt,tlti'Jlift'ild, r , 1'htittii?lt,3S "lh'Nt't, 4:“ fi‘fldfihmwi . ҤF’-g [ttgtRtqtr can: thick: i; “UTE . se9lt"i/tntqtt0tt eight feet. If: inches ite/l h$3 on (new use, than» Arett.ttrt', who. 0'Aro, thick; , “WORM" Jl"ut1tr,'tdtMttt three inches flr1'i,',uh'r/2e H foot _ 1x.t.ittie/tk'4") thick; MILD! three (8) feet. "tttitr-6e (86VNet but, and one“ foot three inches (1 k thick: with: six "r inches hitrh,1thirtrtiarfiet" four new; (es-4"). nu. and we foot seven inches (1-5737) wider gg'gi'eug,t three and one-half (43.5), cubic was.“ concrete to weed with ttttee hundred Itt six (2486) ', pounds of one-half (1-2) i Mlllllll deformed, ates reinforcing bars; the location of said ' . wallris shown. on said Plate Mk and the Details for construction on said Plate to.. _ . a a F . One (1) induced concrete retaining wall withoutraihngs or coping}:e located on the-east side of Lakeside Place. across two. (2) ravines, with an openingfor a tive Ito foot by seven (7) foot concrete culvert, a ten (10) inch cast iron pipe, and. an existing twentchur (24) incl; inside diameter out iron pipe" FOOTING We feet six inches; W-ey thick by one hundred eighty' (180) feet.long..and maximum width of twelve fit) feet; WALL maximum thichieu two (2) feet by one hundred and eighty (180) feet long, and maximum height from tog-ref footing, seventeen' feet four inches (17'4"); containing t as hundred fifty three 1868) yards of concrete“ reinforced with twengy-eight thousand eight hundred thirty tin-1e (28,833)) poun s ofusquare deformed steel reinforcing bars; the location of said retaining wall is shown on said Plate 12/ and the de- tails 'for construction on said Plate ’28. C One (1) reinforced .eoruas8te retaining wall without raflings or copinga, located in the westside of Lakeside Place, across the south ravine, with an Pt1%h a tive (lb) foot by seven UT) foot concrete culvert; FOO NG two feet six inches (2'-6") thick, by eighty nine (89) feet' long, and maximum width-of twelve (12) feet; WALL maximum thickness two (2) feet by eighty nine (89) ,feet ions, and maximum height from top of footing seventeerr’ (17) feet, containing one hun- dred seventy four (ITA) cubic yards of concrete' reinforced with thirteen thousand eight hundred (13,800) pounds, of square deformed ste‘el reinforcing. bars: the location}! said retaining wall is shown on said Plate 12, and ,the details for construction on said "Plate 26, ' 'F F l l _'- One (I), reinforced concrete retaining wall, without grailings or copings, to be located in the West side of Lakeside Place, across the north ravine,' with an opening fol- I present twp (2) foot inside diameter cast iron prirei,aF00trNd,' two feet six (2'..6") thick, by seventy (70) feet long, and maximum height from top at footing, fourteen feet nine it’s (Hf-9"), con- taining one hundred ’thirt -one.(131 ) cubic yards of concrete, reinforced with eleven thozsand one hundred (11,100) pounds of square deformed steel "ehifirreiptr bars; the location of 'tff retaining wall is shown on said Plate J2, and the details or construction on said Plate 27. _, . . F.7 Rhtoit "Gii Gikriii; " than mind an: be ‘c’outnctod a on. 1) ettetrt. ”in: ”meat with when] curbs. . The may they: thyihpmflddmhmsmcmmwndfidm curves at, .tmethtteemetiog" ntt4tamtnmtmtu,shatthemt-bC ford I 15.9, min shown on aid Plates 1 to 16, inch-Sn, and on aid at“. um] um. _ . “The iyiiiGeii shall be eight (8) inches in thkhn- throughout its an re ,ridtli. Ne The than be :constmcted integral nrfth the We! ”went, abut the, of'und on top of said ”tenant, and the hack ofufi'eutbshallbefluuhwithdnodgewuidpuâ€"m. new“ sixteen iliiitih'R eighty new) lineal feet ofthe and than. (a) mutua- mango: 1eheli,ltf,9tftrret.tettitdt?tislt,hlit"tGuity {has t seven hundred my (28770) lir-t feet of the curb, time my lies below the top af d MBA-nu a: (3) inches; the “that? exLrttaltoittebtttyrttrt.iteutsrmtuita,ritiiGr. poeiierotttiil,,shatt be Wags: shown on “M "ind TOA. The when“ Hun curliva be composed by ”but of on (I) put Port. land he (2) part- sand, and chm and new “in put and ‘or . ,execptthtthfmoudmflnot-ngbMIM a! ‘_fi)imhmnhmmmmmmdbym 0011032113; magnum AND INTEGRAL (mans. ‘Thetonéwaytobepnndheunndershaflbpnpndodflhtnfiuhg ing tolledlwith a cellopropellinz miler weizhin; not bu than four (4) tom, not more than‘eight (8) tons, until thetetttyrhty eertrmqt'ed, in tub- grade will present a hard and oven qttrfneqt at thmr elevation to re- ieive 'lt vement " the [rude u unbliabd' shown on Add Pinter to , Edwin. . _ . a The mm within the lines af the proposed 8|"th nun till"uTJlit'li'e""lnd'lL 1.il'sil'll'l'hl'J"l'f'lllV'l'l'Sr'rl'd,'a",'l wiflguentmevennlopefrbmthetcpotdtonflhuqnlcurbww 4;an amts'_tttt.rt-t,y_tottseatett1itudemldirr-ir'rtG,GrTi, gemstogftthomundatthenmbtmu-hwh‘onmdflau and", .' . hummus mu be le'volled and un-rid and ati" may». was has. 023293 PM! 9t “New m- d. and new.» A ', " t,'ittu maumm an '....1"**rs.'wi" - Tammie: as. ' There than be seventy (on: (74) pronoun 'mhole 'or "In vault Invert oath lite of the imiyoUd lament. tbat, if not already " the proper elevation “all be adapted, by. building up on the gNh' masonry St'tl, Amalia!” or valve ,nulu.‘ or by cutting down aid Jul-gouty“ ttttiyJt'tyrioatyyhtwitltFeiekiraamtrr,)otutttretos, ttf' said court will be fiiUh with the fhtiahed “the: of the pavement or trttrlptd where' located. t , , Ttter.itufitt-Atroeudit1t,l.tteatittetoaattoitaiatdttt.tmt to 16, imitative, ten Mend (10,000) square feet of concrete aidm.atk a','g.'t'2t The body concrete for said welt: shall be fottr .(4) inches th ck, and shell be composed by volume of one ( 1) part.Porthmd ee- ment, two lute and, and tive (6) pats grave! or when! “one, mixed with" ent water to make I gushing mus; thefexposed por- t,',',' to a depth of one-half (1-2) inch spell "tte"4sonatmetad of -tar an a? volume of one (1) port Poitldnd cement and three (a) put- unJ: mix with sumcient “be: to make s tanking mu. Said aideimtk approaches shall be laid on a leg? of Cinders Ii! (6) inches thick. 'attese being thoroughly .oompectedy t width, of said .sidevnlk munch- shall be Bee (5) feet except at the present.sidews1h, where I shall be widened so new meet the present welt st right angles. All exu- vetion and cream; for said sidewalk a matches shell be done, and III sur- plus excavated material shall be 121:,ng from the site of the humu- ment.' . l rr . » '\ FIRE HYDRANTS IOV'ED‘ _ F ' ' TREES REMOVED, All aged within the line. of die Frrosed pavement knd two (2) feet out-ids of aid lines, thumb. cat Arms, tad than“ (rubbed out to {depth of one (I) that below 'tttMt The holes formed by rubbing out (of nid ntunps shall be h- lied with and. atom amped in place. All wood and bath from the trees and my. surplus stunted hutch-kl dull be removed from the alto of the he rovement; .', . . . ll'llllltteA"lie APPROACHES. g _ There mu be dueiattttetrd,ranoved, and mat to line Ind undo, two (2) “a Pli',5?'sN,'itt; 'tr “m" 3 Pg',' l'h,gu',1t,tc'i" All eaten-on: “e no, neceum pen and hid with Joints of oahutri, anti-load; the trenches shall be Milled with and, and lulu-pm. excavated inheriti- shall be removed from the site of the im vement. _ s' son? 'rrlh'lWtlllh' AND LAID. "_,: 1 There shell be constructed one We“ thirty-one (181) reinfotoed concrete guard poets'eaou ravines on Liked“ Piece end Bromine Beak-at the looetione n drown oeraatfPutm o, 12, " 26. M, ”(and 28. ch of .iaidartsaed post- the" be, eight (8) inches thick'by one hot wide, and six ft) fott"iirhe,itrr,t, "tirtte 1'l teeth: the ground. end spaced six i61 feet centento center tttttt teen one hundredth; (0.15) cubic yards of concrete _ccmppeed' by we. of one (1) pert PM eeattent,tnro (2) partaid,ahdfogr (4) 'mit-lore-tsedate-s, mixed with atdBeient.tmtar {when e ttttt nine; "Monet! with one hundred end twelve (112 pounds of _ deformed steel. ratatou- l','gJrgtPi' detail tor construction of aid (and poet- ia. showman Hid iriiirii7Li AND vhthntrvAm,t COVERS ADJUSTED ', and: its: (mom-m '."p, in ital-3:. Ctdtt,-r 'vr, .rmmheur-r) we. a: I (tttttlt.) 9:8tdti, ' ". -' 1tiettdiV/4'l"tr,rurdi', C 1alll$t",'t ".itthi9i'i.ii, _ a, seven . A” her} aunt _,te'li'i'ilii'i'l!i,tiili. '7 ttit gtrttgttttf . . he“: 'ilttttdi1ff "e l C 1', _ _. _ a, a: . . :3, , , thtaitri, for construction on Piste 't. T . ' t ' (I. 113s?“ “all; constructed " the bytisnd " it','t'U"fe Hm- tirtttirrottemtttk,spt.tayCht slid 'ptyhphtr'rmlttft,iMit.arimAhttte he eon. as. atitt'tit,lf,tl in mid ”an... Ja; 1tqdnjare.xtriV.to been: tJt,ith,i' 'i'itttt shell ttereottttmetad '6t!t'f2't,dftrgr, by venue o one - ‘Pathnd puts. but (4) puts (an: or ,1',1i'2fltt't'u,=tr4'a strictest up to an s (In-kin; - Mines-est: meant-ion shell-ye m'sde.dnd he hole around tuiithrtrNsrtratiattbebeehttBlrttt-rtts.i l.. c.. T One (1% eotteeeittttiveet"to l'tl"t'tdiis'y't'd"tdi'rg LAKE. _ SIDE' e/h inside diueneiqu. five (6 test-high. - (7), ' -feet'widc,{ 8 tt"s two feet live so] tltmtbq'iUrt- inches.- "tt2.ulHi") long; TO SLAB" em thickness oaejfoot one . end one-list! It' is"): SIDE. W one toot ttti'ti'lt (1'-4") thick; F3011NGS. two teet six inches fig, high. three Net " inches (8'26”) wide; STRIPES, two feet inch- l on. ttAt") high. end tinted (S) tag: wide; ”was”; tour rend one-hilt (4%") iaelser,tttlek, sud four lest ten inches- ‘(44'~10") wide; ‘oontsining due hundred tutf, six end eighty ' eight hundredth , (156.88) cubic yards of concrete reinforced With eighty-one hundred thirty-four (dist) pbnnds a mm is- ' formed steer teirsfcreirtq bars; the" location of en {culvert is. 'r'l'/l'gt A' said Plate IS, snd‘the 'detsiis for construction on ssid ' . ate . T _ ' .. ' n . F _ fl . T One“) eonbrete culyert in WEST RAVI)“; scross BROWN- VILLE ROAD, inside dimensions the (5) feet high.. seven (7) _ N _ feet-wide, seventy six (78) feet long; PW. two (2) feet I high, threaten two inches tlr-tr') wide, seven? a; (we) feet ' 'long; 'STRUTS, two-(2)19“ high..two (2) eet wide; TOP TSLAB" averatte thickener one, foot one amd, onehAif inches (1fr1W'P, SIDE WALLS, one foot two inches (152") thick: PAVEMENT, font ttpd, one-M1406) has». thick. ttve (5) an Wide; eotttainin one hundred seven (1 ) cu_hic ysrds of con- T crete reinforced. .with 310th hundred 14800) pounds of '. " "dammed; steel reinforcing~ rs; the intention.“ ss‘rd culvert is '" 'tT Knew Piste 9, snd the details for] censtmction on slid ' s . , One (I) concrete culvert in EAST “VIN? scross BROWN- :VILLE ROAD; inside dimensions two (2) eet high, two (2) feet wide, sixty one feet nine inches: (our) long; wsiis. tcp, and bottmit 'eightut0 inches thick; eotttainintr eighteen AMO . ' F ‘cubiclysrdi of concnte reinforced with. sixteen hundred ftftr' (1650) pounds of deformed ‘ste'el reinforcing bam; the location _ ofvssid culvert “shown on Pistol, end ttre_detaihs for con- I atruetipn on ssid Piste 21. » . CONCRETE GUARD POSTS. _ T V If 114-341"? 't'i'fi'l PAGE THREE h'l l2]