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( ,1~1~, ~ rt F+ . e., o w i W r r r ~ ;Y 44 IM• 11 '1 b0 Y W 10, 10 16 44 4T IV I I I It -0i ; a ,tl 4 404 M ^ ~+1 ~ti O Ctj 4di Cd .n U *9 I ` 1e+ <ry 67 y N 0.4 AH M Yra 't"'~ ~pxYi1 (j I ^ V .,j K1 R 45.~I 1, '1/J~ , CITY OF LENTON, TEXAS SEVERAOE SYSTEN IMPROVEMENTS March 1962 CONTRACT N0. 62»1. FURNISHING VITRIFIED CLAY PIPE FOR PECAN CREEK OUTFALL FREESE, NICHOLS AND ENDRESS Consulting Engineers ADVERTXSEMENT FOR BIDS Sealed proposals addressed to Mr, Homer B. Bly, City Manager, will be received at the Municipal Building in Denton, Texas until 10e00 A. M., March 219 1962 for Contract No. 62.1, Furnishing Vitrified Clay Sewer ripe for Pecan Creek Outfall. The bids will be publicly opened and read aloud at ":he time and place set forth. Bide received after closing time will be returned unopened. Copies of Specifications am other Contract Doaumonts are on file in the office of the City Managers Municipal Building, Denton, Texas. Specifications and other Contract Documents may be procured without cost from Freese, Nichols and Endresa, 407 Danoiger Building, Fort Worth 2, Texas. The City reserves the right to resent any and all bids and to o;-aivs informalities. No bid may be withdrawn within thirty (30) days after date on which bids are taken. CITY OF tENTON, TEXAS Homer B. Bly, City Manager 1 P R 0 P 0 Q A L Denton, Texas Maroh ,l.J,. 1962 Mr, Homer B, Bly City Manager Municipal Building Denton, Texas Dear Mr. Blys We the undersigned hereby propose to furnish all labor, tools, equipment and materials necessary for the manufacture and delivery of Vitrified Clay Sewer Pipe for the Peoan Creek Outfall in accordance with the attached Specifications for the following prices, to-wits Item Estimated Unit Extended No. Dssoription =hem Quantity _Price Amount 11 Furnish and Deliver 19" Vitrified Clay Sewer Pipe, Standard Strength 10900 L.^. $ $ 4t788,00 2. Furnish and Deliver 2111 Vitrified Clay Sewer Pipe, Standard V.rength 2,644 L.F. $ 300 $ ` tJ16~ 3. Furnish and Deliver 21" Vitrified Clay Sewer Pipo, Extra Strength 922 L.F. $ yo-,"7 $ 4. Furnish and Deliver 3011 Vitrified Clay Sewer Pipe, Standard Strength 2,348 L.F, $ `100 $ 21t6O'L.6U 5. Furnish and Deliver 30" Vitrified Clay Sewer Pipe, Extra Strength 1,622 L.F. $ .ls-30 - $ 'Wj3~8,60 6. Furnish and Deliver 33" Vitrified Clay Pipe Standard Strength 2,175 L.F. $.I,1,) W ~Jl q() 7. Furnish and Deliver 33" Vitrified Clay Pipe Extra Strength 1,299 L. F, $„~y;,o,, $ 1._.1~►.2..1~`sJ.L.._. TOTAL AMOUNT OF BID $ w),92J~.96 (A A Wpp'Horld !3ond to f;uarantoe complianoo with tho termer of thin conLinat 1.mlivilivo dnll.vnry ollocluln wi'l.J, inn futww;hod at involoo oor>t. 2 I elm....-.~. Estimated Unit Extended No. Deeori.otion of ItO I- , Quantitv Price Amunt 8. If required to store pipe on plant yard after August It 1962 at the request of the City of Denton, an additional charge as shown in the tabulation below will be made! 18" Vitrified Clay Pipe per linear £t. 21" Vitrified Clay Pipe 1 per linear ft. 30" Vitrified Clay Pipe $per linear ft, 33" Vitrified Clay Pipe $ NX, per linear ft, 91 The pipe quoted herein will be Uru,lazod. (salt glazed or unglazed). Delivery schedule (g4ve time as date) r, gmoritiot Start rt c2m. yelp 7, em De 18" Standard Strength Pipe 30 duya* In Stook 21" Standard Strength Pipe 'o (Jaye * In SWCk 21" Extra Strength Pipe '30 cIayu * _ In Stock 3011 Standard Strength Pipe Oct, 1,,, 1(& 30 davC . . 3011 Extra Strength Pipe rlgy, 16, j,& '30 Jxay;) 3)" Standard Strength Pipe d Stu; t lli' _126 `u at 33" Extra Strength Pipe orate l/,. 1JGa, bL. * Af or m,"Loans of order, The undersigned hereby acknowledges that this purchase order will be transferred to the Installation Contractor (Contract No, 62-2) by the uitys 3 The undersigned hereby declares that he has carefully examined the Specifioations and has familiarized himself with all matter pertinent to the above bid. Respeotfully submitted, Toxao- VitrIfiod 1112o Coppany 4L TO IIIss Loss 7,;6P ].Obh proxy Duin 'i's Kaarhyf SAlq 11ahager Z%--O. gux 'V40 ~t s + J J m i.~x rl:Lnoro l ;011.61 as ;t✓~~! ~i~nl ~ usiness Address) r C'Csl''iNO YOR SLIP ' CTI,f OIL' DIPOTONt 'P1 W), OVP 7 cs T 7 --7 I'urchnsr. Ordor ldo.,_ - 4 CONTRACT NO, 62-1 FURNISHING VITRIFIED CLAY PIPE FOR PECAN CREEK OUTFALL DENTON, TEXAS SPECIFICATIONS 1. Scope of Wgrr Contract No. 62-1 comprises the furnishing of beat quality vitrified sewer pipe for the Pecan Street Out£all line. The in.. stallation of this pipe will be done by others under a separate Contract. The supplier under this Contract shall manufacture the pipe in strict ecoordanoe with these Specifioations, transport to the project site, and deliver the pipe adjacent to the trench side. The Installation Contractor will assist in the unloading and stringing of the pipe. The Pecan Creek Outfall Line is located in the eastern part of the City oommenoing at the new sewage treatment plant,aite and traveling in a northwesterly direction along Pecan Creek and Loop 288 to proposed Federal Center Site, The approximate length of this line in 12,804 feet, The general location is as shown on the attahed drawing, The size and estimated quantities to be purchased under this contract are as followsr 18" Standard Strength' Vitrified Clay Sewer Pipe 19800 L,F. 21" Standard Strength Vitrified Clay Sewer Pipe 21644 L.F, 21" Extra Strength Vitrified Clay Sewer Pipe 922 L,F. 30" Standard Strength Vitrified Clay Sewer Pipe 2,348 L,F, 30" Extra Strength Vitrified Clay Sower Pipe 1,622 L,F, 33" Standard Strength Vitrified Clay Sewer Pipe 29175 L,F, 33" Extra Strength Vitrified Clay Sewer Pipe 11289 L,F. The above quantities are estimated and are subject to revision upon completion of final plans and specifications and installation of tIl!e pipe. Payment will be made based upon final measurements, The City will issue a "Purchase Order" to the successful bidder. Attention is called to the fact that the City of Denton will transfer thi,7 order to the successful bidder for Contract No, 62-21 Construotion of the Pecan Creek Outfall, The Installation Contraotor will be responsible for receiving the pipe, assisting in unloading, accepting the pipe and making payment to the supplier. Upon the transfer of this order to the successful Contractor for Contract No, 62-2 the City will then relinquish any direct relations between themselves and the supplie;^ under Contract No, 62.1. This in no way relieves the supplier of any obligations specified or implied under the Contract Documents for Contract No. 62-1, 2 T f Completions The City of Denton is now in process of acquiring right-of-way for the Pecan Creek Outfall, It is anticipated that this right-of-way will be noquired by August 1, 1962. This supplier will not be permitted to deliver any pipe to the project site prior to August 19 1962, After this date the supplier will be permitted to deliver all or part of the order depending upon his production schedule, The time for delivery shall be indicated by the! 9idder in the proposal and will be considered as q *iroi oommitr;ent to the suooessful Bidder for Contract No, 62-2 as well as to the City of Denton, S In the event the City of Denton has not acquired the right-of-way by August 1, 1962 and the supplier is required to store the material on the supplier's yard, then the supplier will be eligible for additional compensation as set forth in the proposal, This compensation will be made at the unit price bid for the amounts of the various sizes of pipe stored on the supplier's yards at the request of the City of Denton, Should this pipe be stored at the option of the supplier or the Contractor for Contract No, 62-29 no compensation will be paid by the City of Denton. 3. Point of Delivery: The vitrified sewer pipe shall be delivered by truck to the trench site. The hauling truck shall be made available to the Xnatallation Contractor for stringing the pipe along the trench side, The supplier shall be expected to deliver the various sizes and strengths of pipe at approximately the proper location for installation. The Installation Contractor will furnish sufficient manpower and equipment to unload and string the pipe, The supplier under Contraot No. 62-1 will be required to furnish only the truck driver, The Instal- lation Contractor will be required to accept or reject the pipe at the tail gate of the supplier's truck. All pipe which has been rejected shall be returned immediately to the supplier. The Installation Contractor will provide reasonable access for the supplier's trunks and will aasiet the hauler in a reasonable manner. The Installation Contractor will construct all gates, bridges, eto,, required to permit truck travol of the right.,of-way. The supplier will be expected to cooperate with the Tnetallati.on Contrartor in order to insure an efficient and satisfactory overall operation. 4, Bid _Forms Bids shall be made on the blank form attached and the com- plete Documents returned with the bid, Bids not so made will b e considered out of form. 5, Did Saourity and Bondes. Biddors Bond, Performance Bond and Payment Bond will not be required for this Contract, 6. Transfer of Contract No, 62-1 to Installation Contractors The City of Denton proposes to award a Contract for the Installation of the material. furnished under this Contract by August 19 1962, This installation Contraot will be referred to as Contract No, 62-2, Construction of the Pecan Creek Outfall, The agreement consummated by Contract No. 62-1 will be transferred 4hololy to the Installation Contractor for Contract No. 62.24 All obligations incurred by the City under Contract No, 62-1 will be transferred to the Contractor for Contract No, 62-2. This Installation Contractor will coordinate the ordering of specific sizes and quantities, will designate points r,f delivery along the right-of-way, will receive or reject the material at the tail gate of the truck, will unload and string the pipe along the trench and will make payment to the supplier, No payment will be made dircotly by the City of Denton to the supplier and all thane obligations will be assumed by the Installation Contractor under Contract No, 62-2, 6 . The transfer of the City of Denton's rights under Contract No, 62-1 will not in any way relieve the supplier of his obligations. The supplier will have the same obligations to the Contractor for Contract No. 62-2 as if it were still an agreement with the City of Denton. 7. Ri ht.of-Was The City of Denton will provide right_of,.wey easements for the full ngth of the project. The boundaries for these easements will be 25 feet on each side of the center line of the sewer main. The hauling Contractor will be expected to keep all of his activities within the boundaries of this 50 foot easement. The Instnllation Contractor will construct the necess2ry fence gates, but the supplier shall be responsible to keep these gates closed at all time, 8. S ifi ti, , to Vitrifie~CIA - p I All Vitrified clay sewer pipe and itt' nge s a~1 be num" one qua i circles with standard tolerancea,gand shallriin ue to all respects ski mply`with the Specifications of the American Society of Testing Materials latest designation Por Standard Strength Clay Pipe, C-13 or C-261, or Extra Stre Si eery mClay Sewer Pipe' 0`200 or 0.278, except as modified heroin. trified Bidders shalluinsert intthher e appropriatenbilankdinithe proposaclay theepipe. pip" being proposede type of o All pipo and specials shall be of best quality vitrified clay and shall be of the hub and spigot pattern, All pipe and specials shall be sound and thoroughly burned throughout, smooth on the inside and free from blisterst lumps or flakes which are greater than one-sixth t?v thickness of the pipe or one-eighth (1/8) inch, whicheveris(the)least, The pipe shall be free from fire cracks of any kind extending through the shell. The pipe shall be well formed and straight, The pipe a clear ring when tapped with a harw;or, The bolls and apigssshallhave be true circles to facilitate ease in ,jointing, The barely meeting the requirements of these Specifications will not be considered as acceptable. It is intended that these Specifications provide a minimum quality which will be acoaptabla and the supplier will be expected to exceed these requirements. Attention is called to the fact that this pipe will be accepted by the Installation Contractor at the tail gate of the hauling truck, It will not bo accepted nor considered for acceptance on the loaded truok where careful inspection cannot be made, While the ASTM Specifications permit the rajootion of pipe having Ifraoturoa, or oraoks passing through the barrel or socket, except that a single crack at the spigot end of the pipe not exceeding 75% of the depth of the socket or a single fracture in the socket the circumference nor 2 inches lengthwise ma not t be ermit 3 "Waits around the intent of these Specifications to ap~iciab it is not pipe meeting the herein described fractures, aTheaquantitylofgfraoturredf pine to be accepted for this project shall be at the discretion of the City of Denton, The City of Denton reserves the right to mark with v i appropriate marking ponoil all pipe re,jocted due to failure to comply with these Specifications, The supplier under Contract No, 62.1 will be expected to load and return this rejected pipe to their stockyards immediately. 9 Pavmenti No payment under this Contract will be made directly by the City of Denton to the supplier. Inasmuch as this order is to be trans. ferred to the Installation Contract (Contract No, 62.2), all payment will be made by the Installation Contractor to the supplier, After the transfer of this order to the Installation Contractor, all negotiations concerning the order shall be carried on between the supplier and the Installation Contractor. i L Tel ,M Ot1Tlr • C3ARZA- i LIT • TLS ELM Rim I, r, DEN'rON , TEXAS P CPAKK OUTFALL FAINS2, NICIHOLe AND SWOft I C04SULTINO INGINISPA ror+ Worlh,Tegoo 'F Form 1032 NOTIC1, OF PROPOSED INSTALLATION PIPE bulp3 Dr~i;e ~t~►"il X~a, il~b~ f TO '1`1111; '1'N1Y.At.I STATE H1011WAY COMMISSION CA) D1'S'1'NICT ENGINEER '1'EM11 111011WAY DEPAR'TMEM11 fss'i1uh, per,. Formal notice Is hereby given thut City of 3k, 't Z)roposeo to a u- 70 CM ''"Vwr Pi.MUyline wl,bhin the right-of- ?AM way of',n11w i"p so -in Notal (10*4ty l'ex s a folfpws waN ; laps ' " fr tt3" ~'ibrfied 1 tay coor 11ro lot ve*t olr fbo K.~.> . 140 of OtrNta loop va frdth tylgh,xr stmuoA OF11 to gtatjon "46143 arad ara"145 voirmaRarmt Road 424 at INy. sta* 73+?O, loN'utod in thw g.l't,pok PaRv t. "u Yo Nnt4n COvAty, rNMAJO ANN &A GlOwA nn, atttobnd dra,Anga, The locrtion and description or the proygcsed line and appuri:onancoi; in more fully shown by_wo M o;' druwingii attachod to this notice, The line Will be constructed and maintained on tho highway right~or way' as directed by tho Itato 1lighway 1)eVartment in accordnnct! with governing lAws', Construction of, this line will begin on 01, ai'tea• tf,o wlot day of drQ 1.p. Firm. 1'1tle city 111" r Wrenn M111A at}►at. l3uit tp~ _ ~JNIt~M1, ~'M~11 _ APPROVAL Control. Aection_. liwy, To County - I)atci The State Highway Department offers no objection to the location on the right-of-way of your proposed____ line as shown by accompanying drawings and notice datod__._.. except as noted below, -11 iE, la exprosaly undeistood that the State Highway Department Avon not purport, here- by, to grant any rights claims title) or easement in ov upon this highway) and it in Puvthor understood that the State Highway Department mar require the owner to ro- Locate this lino, subject to provisions of governing late i, by I~ivi.ng thirty' (60) dayu written ;iotice. All work on the highway right-of-way shall be performed in accordance with Highway Department instructions, The installation shall not damage any part of the highway rind adequate provisions must be made to cause minimum inconvenience to traffic and +id,jacent property owners. Special specifications for placing this pipe line are as 1 snows ; 1 I i ])lease notify forty-'eight (48) hours prior to starting construction of the line, in order that we may have a reprrirsentative present. TEXAG 11IONAY DEPARYMMIJI Ily; ' District Engineer-Dist, Nci, Form 1032 I NOTICE OF PROPOSED INSTALLATION PIPE LINES, flute April 16, 1962 TO 'I'llE; Th"AAS STATE' HIGHWAY VMMISSION C/o DISTRICT ENGINEER 'l'IiIXAS HIGHWAY DE7PARTMEN'i' 1811an TEXAS Formal notice is hereby given that-. City of. tunton, Texas "WRY) proposes' to dace a V, C, Sewer pipe line within the right-of- way of State Loop OW No. L,88 ~nV y-~k,nton County County, 'T'exas as Pol.lom Loy a 21" & 180 Vitrified Clay rower 11no 10, wort of the oast R.O.W. Line of Stato Loop 288 from Highway Station 18+11 to Station 93+61.'3 ; rind croasing Fam-Market Road 426 at Hwy. Stn. V070 lonotod in the t -1-P R: P.R.R. Ilurvoy, !)enton County, Taxan and as shown on atteaohod drravilj,q. The location'nnd'description of the proposed line and appuitennnces to more :Cully shown by_tiro ~ W~_~copies of drawIngo attached to thiq notica, The line will be constructed and maintained on the highway right-o£-way as directed by the State Highway tepurtment in Accovdance with gb'verning lawn. Construction of this line will begin on or after the 1st day of Firm-CITY 01' 1x'UTONi 'i'iIMS y- By-00 ~V~ 4, Title__`;it,y Nanag3i Address- MuMoi.pal. Building IJontonj. Toxas . APPROVAL H. 13. 131y Control _Section1 Hwy. NO._IOu A To City of Denton County ;Ulnioipnl. 131t3u••Date, /}fi1'.i.;l203_ Deutonz '1'o.xaa The State Highway D~91r)artment offers no objection to the location on the right-of-way of your proposed 181, &,91't aowez_ _line as shown by accompanying drawings and notice dated 1.~b~G2_,_ except as noted below. It Ili oxpronsly understood that the State Highway Department does not purport) here- by) to grant any right) Claim)title), or easement in or upon this highway; 'and it is further understood that the State Highway Department may require the owner to re- locate this line, uub,ject to provisionu of governing lawn, by giv9ng thirty (30) dayu written notice. All work on the highway right-of-way shall be performed in accordance with Highway I Department instructions. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconvenience to traffic and adjacent property owners. Special specifications for placing this pipe line are as follows: 111111; (11OSSINC 111GH VAV 1,111r PARMA r ANG 111(41WAr ^Wr N11411 Or N)NNIIto. NURED OR TAMP) IN PIALI Alin FNF,ASLD. MINE MAtL PIPL RIIALL Of 101 WNIN11 10 lL 01 RIGHT OFAYAY (IRE III lQUIPMF41 A40 OL SPPAO'IMAlti.Y SAMI 5111 Al VIM) NOtl AND SIIAII LNII116 FOR'JUL( ItNNTII PI04VAT0 A1AttRMt SIIALI At Nip? Off AOAOWAY SHOULDIAI All IAIIIFd1 OACN- `N sold I I'oRNnN, w) rkllioi fxe:AvAr101i SIIAEI NF OARAISD ctovi? ri1A1t t0 OF, Of Fm IIIAI Lots Nor SIIPPDAr tMRANNMdII OR ROA011E0 91011 01 "Aeto AR OIAU;IFD It PAYI-ri 1 rnnr5, rltl oinf tNDAI INCNLII (KAVAIIUII. AIIAII fit PIIEII ON ROADWAY ~ILREIN, IIIAI PORTION OFIUN li{L TOP Of PIPE SHALL OL PUg7 Ilr WIUORM LAYERS 1110010till Alt INl'1CN OICIPM1 MAT 0011 NGt AUtPhIll LAIOMNYLFU 04 pOAUR[U 1101 to t%LIL6 A" DLFIN (10051 MIA9L/PFIAM AND tA01{ IRI MitJ7ANI0AlLY IAMFED SNAIL DI PtAOFD AS owirciLO IIMIN, IIIAI .PQp IION ntINW ;IIL FOP 01 PIPE. SIIAII 10 Pill .SAMI OFNSUF A9 SHAAOIfNONFO GROUND, THAI I'ORi1011 01 fill nAGNIILLAOOYF Of PLACID IF? 111,11I Wtks t(of t0 octFn OriviN ItOD51 1611tA4MBEM%NT1 ANO 1141 10F OF 1116 PIPE SIIAIL Of PIADFO IN 1AYIA9 1001 MORE 1NA14 It' IN OtPn1 Fit? 0S1 (Atli 1141 WCOAMCAM (AYAPEO IN 1111, 'sAM1 6011StTY A9 sUNNNUiro NID ovoorID. 'ILA-g11gRItN(h Alto sIMU Sr COMiAQ O%P1 WfUFiYtR tiIAnS bn rOMM'rfoR JIM PORI1640 OF WE DAM 111 AROVL lilt lOF Ot lilt PIPE SNAII nE PLAOCo III iWAs NET MORE rNAN to, IN OLPUI 00051 MIASURAMIN4• AND SNAIL Ot COMPILffQH Of ITN150 PAOPOt110 V,M ALL RU r6YlAYlI511OOL IO5, Plolis, D11E11tE5 AIID OOMPArliu DY t41FAFtYtA MEANS t1{t conipADtOR rft0O9f4 to flit SAMI. OtN9ily A? RFRMS SNAtl of AISrOAID 10 TNEIA ORIDINAI LOlrolrl0li, ME AD1ACIilT, 011019TIIRDtD MAIMAI. Pirom COMPLEIIoN of fNIS POOPOStu WOAN ALI. ROADWAY 9110UIDfAS, SIOPIS, UIICNI.9 AND DINMS SHALL Fit AISIOAIO to THEIR ORMIf1AL DOPIDIIIOt(, r t leaue nol;ify 1. C. Ash~A Pit. 3f~'j-1321y I)ontoni ~1ox. fnrty-oi(,ht (jiff) hours prior to starting constructiun of the line) in order that we may have a representative prosent. TWO MORAY DEPAit'iW VT By,, 4ezLzh , District Engineer Dist, No 4 Form 1032 NO'l'1 N OF' PROPOSED INSTALIAT1011 PIPE LTNES Ua+~ A+Wil 154 190, TO TII1,- TEUS STATE N1011WAY COMMISI.110N C/o DISTRICT ENGINI9ER TFIXAS 1ITGIIWAY DliPARTMENT TEXAS Formal notice: in heroby given that _City of ft"t"► TOWAN ? proposes to ?lace a.~V 04 AMall pipe lines . within the right-or- way of tttett ~Ad No. _ _ 1fo>ettars C 'T'exan ae i'ollown ; lay a S►1" d 100 Vitrified Clay sever T Ir 100 west of the a"t RNOVIN line of ftaw iaop 2fm fm 1Ti &M Ot' OVIVIIR Fwr'rl•Tfarlort ROAd 426 at TJWY4 Stag. /3f"oolouted IYI the tfiolop& +00 PPROir ,flamy, Denton Count r, Toms And to shown on wtt"hod drtawinuo. The location and denaription of the prot?oued line Find appu `tenanccn 'in more !'idly nhowii of drawiPVIJ rtLtached to this notice, Tho line will be constructed and MrWitained on tho highway right of-way stn directed by the Si,ate Highway 1~,)pal, tine tit; in accordt#hce with g6veryling lAwb. Construction of' thin line will begin on or ai'ter thn lat _ day of Irirrn G tY dY T1C?,T11C9lf aIXAO Title ycity }r AddreKS lWiaiPAk wilding tMNIlrel4 Teas 1 APPROVAL Control._ 22,50-SectionIil. H. L'e illy y Ilwy. No .a_ r1 £ y Date ilt, or _ ifurlltfl,p~, 1?lti~~. _ _ WtUiar 9' x The State Highway Department offers no objection to the 'Location on the rii;ht-of-way of your proposed, n ~!!~'___line an shown by accompanying drawings aad notice datad an noted below. It in expressly understood that tho State Highway Department does not purport, here. by) to grant any rights claim) title) or eaadmont in or'unon thin highways and it is furthor understood that the State Highway Department may require the owner to re- loento thin line, sub,joct to provi.niona of governing lawn, by hiving thirty (80) dayn willton notice. All work on tho highway right-of-way shall be perforated in accordance with Highway Department instructions, The installation shall not damage any part of the highway land adequate provinions must be made to cause minimum inconvenience to traffic and Ftdjaccnt property owners. Bpecial apocificatione for placing thin pipe line aro an follown; I'[iAl C:It04 iiN(l I II(AIWAY Alps iAtI OF p,'IFt Ik O. OOA10 OA IACOFO IN II ACE AID INaA1r O, CASINO SIIALL (it. AHpnO,U.IAttt, SAME SIYI. AS porrD [lot( nNO mill FYI[ fill Fop HILL IUIOIII (IF'RnRUI oopllrM. AD TRENCH LADAVARON CHMI as .OAR""" tjONR TIIAIF It n. or , fll'I: I'AIIaILI,iSI. . ...I - 1V1Y All pAVLM1111 (07(1 fit) moil IOOIA To'C"ll LACAVAllo11 SHAH HF PH EO ON ROADWAY Plitt AHAII At Rile, WIIHIN to fl 61 AILIIbU1 ISAY IIrR. oil M8r1,1', Ilf Alm S IIQ01, D F A I.. A Li IAfacl n,A^-RFitI I HA I UOE6 AOl 5111POR1 I'A D AI"A [101 ON "OOED IRCAVAI19 FAAI[RIAt SIIALI.81 RIpF Oft AoAMVAY SFIOIIIO(AS. Alt IREA(II IUcx3l1Al1 AI pt Arlo AR o1RECIFD or.oriti. IIIAp PORIMPI Otin1V III( lop of Oltl SIIALL rtll: IIAI 00t S: rlol Sa FF'URI FIAUADAMLII OR AOAD010 SIIAIL III FLAI,1o AS 100.07100 of VIACI.n Ili InlloRll I.AYFIid Not To tACtrO r~" Urpill IU,USf AIFAAIAIM11111, Aloof q(RrIN. I)IAY POAI ON NFIOW lilt ISO DI Fill' SHALL Of Pi AI,17 ill oI1I0AF1 if 11"' FACII Ilff MECNAIP:.U,Y iAmlrti to 1111' SA'd( 01"llY A4 AURRDIM0111r1 9Ii011110, toot t0 r[Ctru r" OEhIII (1091( IAUSIIRW(IIiF, Alto IIACII OFF IAISIIIIpr'%Ike 10-PtU IHAI I'O R1JO'I Of IiN. AA^xtlll AAOVt lilt m Of rill. hll'1 SIIAII IIL I'IAiII; If? to III( SAIAI atIISIIY AS SARA OI'IUllln 9ROUto0. IFIAI pORllOll OF 111£ U,fRi11i. AH1JIt Ilthl U NIO Of If IHAI 11L II Ot ill/ (tot,,, MIASItR(LI1111I. AIIO SIIAI I Of: INt lop at 111( I•IpE ARAII At OIA6fo IN tASIRS Nor motor tllAn I7 -nt 11111111(OOSL COMpArr(tl nv RFAFr0CR MEAIr5 ill( o0H10AOt()R LllomtR in lilt %AM~ 0110111Y AS MI,SIIRt'AI 111, A lto 1111 " [FIR A $IIA IA nA f,OLIpA G1 Y.u Al' 41, UrVLR IAEAIt AU ,1011 1 RHI 111E Ao1GnI. NI, u!161;rotta(U FAA ILpIA(, ,,Floor COMPIEtIUp of IIUS pROnoSLU YaOAR ,;IIODS(S to Ills SAME Gr ISIle Al NO AONG(IOISIUNIIiO IA All kill. OAE AIL OOAOVIAY S110'AIDIRS, RIU"S, DYICII(S AND DORMS SIIAII tot IOt.SIORto 10 IIILIR COMAIf IIUI of MIS 'RAIRO1F0 VioAe Alt RDAUWAY SliMll UM, AIOPI S, OIICIitS Allb ORIOIIIAI COIIO rt10I. ICRMS SIIAIL AI 11I',IJl1G to Iftl(R oAl,dlPAL FOOOI'llo". F'loalse notify r' o. AnWys Me 3117*4324l; 17M1tollp OXa _ forty-r,.>ight (913) hourts prior to martini constructi-m of the lincA in order that we may hill/(, a reprocontative proaont, 'PEXA iIIOIIWAY DET I14MI' By: - nttict Evgineer-Dint No,`''ul b LhR ~ N HS 6~ ~'ECAN ~R~.~K SIE'w~R ()UT F LL J OT Fil, mEd