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1961
I I CITY OF DENION PETITION FOR STREET PAVING DEL.IVFRFII TO:f/->Ikl i # DATE TO THE MAYOR AND CITY COUNCIL OF THE CITY OF DENTON: We, the undersigned property owners, request the City to improve ---~N/t//_/~/-------------------- Street from-------- A~L by paving wLth asphaltic conrrete,constructing or repairing curb or gutter, and by installing appurtenances to zucn improvements, including drains end culverts, in compliance with the City's current standards, as may be recommended by the Director of Public Works and approved by the City Council. f We understand our pro rata share will be $ 3 t per front foot where the con. etruction of curb and gutter is required and per front foot. if a usuable curb and gutter is presently installed. We furt'ier understand that no money is required with this petition; however, our prgjtct petition chairman_~/ JVs-~~~,/B n( _ _ will collect and file with the city all mosey when notified by ttie city imme~tat-ely prior to actual, construction. We also understand that actual construction on this and similar projects will it eFheduled on an annual basis with priority given to the sequence of work on the basis of the order in which the petitions are filed. And we further request the City to consider this petition as a requt.st for street assessment proceedings on the portion of the aforesaid street described above. in the event that participation in the cost of paving by 100% of the abutting property owners cannot be secured voluntarily. In this event, we understand we will be assessed for a portion of the cost of such improvements on the basis of actual bid prices. We further understand that this petition will be considered only if the City has fends available for its share of the costs, and only if the owners support the project by meeting the following requiremantet (l) 2/3rds of the property owners, and the owners of ono-half of the total property frontage on such street sign this petition; or (2) the owners of the 2/3rds of the total property frontage, and one-half of the property owners on such street sign this petition; and (3) each of such petitioners executes a valid Mechanic0a Lien Note and COPU40t;. in favor of the City of Denton and covering the pai:itioner's proportionate share of the cost of such improvement prior to the commencement of work. Final authorisation of the project will be made by the City Council in accordance with the State Law and City Charter. r~ ~1-~ r-n „G4 rZc ~v✓ a4 AAefelM lit 70 ~ue, le 44,ieM y r . -avow ti. NOTICE: PROJECT WILL BE AUTOKAITCAILY ABANDONED IF PETITION IS NOT RETURNED TO THE CITY BY , OWNER ADDRESS ^~('f<~,/~~ _111 `1~ r-ZL I ~yrr_r.••r.wr~rr~ r•~a.,.~,r_._.r_ - - - rrr.r.~.+~r~r..+......-._.~..r. '4 ~ ~1 4 w. ~v i f ~ Iowa TRINITY UNIVERSAL INSURANCE COMPANY DAILA5' TEXAS KNOW ALL MEN BY THESE PRESBUTSt That wa, ','TOM W. DAVIS AND CWLBS N. DAVIS DBA DAVIS f:',ROTHBRS, CQ14TRACTORS, of DENTON, TEXAS, (hereinafter called the Principal), as Principal, and TRINITY UNIVERSAL INSURANCE COMPANY, (hereinafter called the Surety), AS Sur~!ty, are held and firmly bound unto the CITY OF DENTON, TEXAS (hereinafter :alled the Obligee) in the penal sum of 5% of bid (5%) DOLLARS for the payment of which the Principal and the Surety bind themselves, their heirs, executors, admi,tistrators, successors and assigns, jtIntly and severally, firmly by these presents. SIGNED AND SEALED THIS 5th day of Dedember, 1961. THE CONDITION OF THIS OBLIGATION IS SUCH That, whereas the Principal has submitted or is about to submit a proposal to the Obligee on a contract for furnishing all m~ aterit,ls and labor for the building of a bridge on Sycamore Street, Denton, Texas, in accordance with plans and specifications drawn by the City of Penton, Texas. NOW9 THEREFORE, If the said contract be awarded to the Principal and the Principal shall, within such time as may be specified, enter into the contract in writing and give bond with surety acceptable to the Obligee, for the faithful performance of the said contract, tt,en this obligation shall be void; otberwise to remain in full force and effect. DAVIS R Hg RS, TRA ORS BY TRINITY UNIVERS 11 RANCE O'IMPANY gen an orney.. n- act l a 'tai` gy40-A,Rf Teel-11-01 • e TRI,NIT Y UNIVERSAL 0 6 e r a a it t a e ♦ ■ e a IS e e,Mn tun POWER OF ATTORNEY KNOW All MEN BY THESE PIIESENTS: That TRINITY UNIVERSAL INSURANCE COMPANY, a Texas Corporvllon, In pursuance of ovThorillt granted by that raloin resolution adopted at a regular meeting of Its Beard of Diroclari, held of the offi:e of the Col+pany, In rho City of Dollar, Team, on the twenty•lbird dot of January, 1937 and of which the following Ti a Hue, full and compote copy: ' Raalvad That Ha Pre.lckm, DRY Ylce haldenl, Or any Stc,elory of 11411 Compony d. end they a4 hereby oalhorlced and empowered to male, eeocuto and deliver In bahaH of the Company write Such parson ar poisons residing wllhir the Umted Stara of America, as they may select, Its Power of Attorney coo. vituling and appointing each such person lit Attorney in act, with full pawn and vuthority to make, .astute and deliver, for It. In to name unit in its behalf, at Surly, an1~ port cular nit of undertaking shot May be reautnd In the Spec tied nrritor , under such limitations and restrkllons, bath as to nature of such bonds at undoroklnys end as to limits of liability to be undertaken by the Compapr, as said officers may deem proper, the ealuce of such bends or undertakings and the limits of Liability to which s,eh powers of ottarner may be restricted, to be In each b trance speclUed In such fewer of AtlarneyY amended at a retivlar meeting of its Board of DBalors held of the office of the Compony, in The C:ly of Dallas, Yoko,, an Ike Ihirly-lust day of lonuary, 19}y, and of whkh the following Is a five, full and complete copy, "Resolved, That any and all AMOfneyaln.lac} of this Cara be and IheY are he Set authorized and empowered to wrllly to a copy of any or Iha Bp laws of the Company awolf a$ any solution of the Dlraelaing to der with the aecatlen of bends, recogdsances, contracts of lade mnity, and all ♦that writings obtlgolory In Ike nature thereof, or wilts regard to Ike powers of on-, at Ike sfficers of the Company or of Attorneys 9last!" does ltueby nominate, camttisut■ and oppotnri 1 sic liFlilU P A. TUAS » - . - lit true and towful AfforneyTn•Iott, to make, exseufe, 1401 and deliver for and on Ito bthaff, as aviary in The United STpto al Amorlem Ar>,y and all bonds providod tbo prnal oviii of no ono bond OV'WdSi )no 'Villiol) and 7'o/100 (f 1,000,000.00) rollaro and to Ur given for t1T(/ foll~,virTg lnu-poses only, to.-vitl Ouar- anteein3 the fidelity or prraons holditir, plnces of publi.o or private truotj kluaranteoing the porformance of contrant,a for riublic or pridato construction including supply contracts) and all ol.hor bonds and u;ulortokinesn rcquircd or pormittael in all actions or proceedings or by lair veyu i red. PROV10 0 Uat no bid or prol)osal bond is tobo oxe;utod whoro the nmount of tho estimated contract its in excess of Ono Pillion and No/100 („1,000,000,00) Dollars, and PROVIDED, No authority in o.itended for tho w(ecution of Oron Penalty bonds Pro authority to "iven to exoeuto any bond vhorein said attorney-in-fact appears as a party at interest either as principal or obligee. And rho elocution of such bonds err undertakings, in pursuance of these presents, shall be as binding upon she sold Company, as fully and amply, to all infants and pvrpaser, as If they hod been dvly exeeuled and acknawledgad by the regularly aletted olncere of the sold Company of Its elfke In Delles, ToMel, In their awn proper patient. to fairness whareef, TAINIiY UNIVERSAL INSURANCE COMPANY hoe caused 14 44fpar010 64411 14 be berate efliaod and rhosa presents la be duty execvitd by its proper officer this _dor of VV , .10 57 , Attests iRINiiV UNMORAL INSURANCE COMPANY By We oe Dixon, Secretary 11110 IstAl} rill. -•uica--Pr6E:ident'---- stake of Trims ns C.aMy f Doug on fhle sky pnanglly appeared before me, a Notary Pubtle, in and icy she County of Dallas, the above named effkar of TRINITY UNIVERSAL imNiAhit1 COMPANY, who, boing duty sworn by me, did depose and ley that he Is rho sold officer of flea Company afeselatd, end rho? Ohl teat amlled N 04 pteeadG+/ Instrumenk Is the tatparale seal of she said Compeey, and shot the sold corporate gal and his signature as ouch officer wars duly amsrad and wbeertbed is fed tell instrument by rho outharlfy and direction of the sold Compony. VArloo it my head and seat, thl. 174h day of may (EEALI My tammiodotr eapiree JUM I serf- as Ee CasOn, Jrs Notary public 1, the undersigned, AHerneyIn PnM el tRlhlltY UNIVERSAL INSURANCE COMPANY, de hereby certify that the artgtnal POWER OF ATTORNEY, of which the fongefng Is a Fell, Prue heed coned copy, was 110111141 by the Offk4rs and Notary Peblie wbaoe Rama are $howa above and Ihol it it in Is" late and affect. r In wtrnos whereof, I haw horounfe sebsatMd say name are/AlloineyIo-Pacl, and affixed the corporate 6sol of the Company, this-~ c( ~oie s yrt0 iw~ I►[- Any cof 10! IReary AHaR11y-in•feA CERTIFIEL) COPY OF POWER OF ATTORNEY SEE CERTIFICATION r . I~. • e~ 7 6`~' 7 y t ..i I r ~ 5 I i r: Z::. - k ~r';.~ THE STATE Oa TEXAS 1 COUNTY OF DENTON : THIS AGREEMENT, made and entered into this X12 j) day of December, A.D. 1961, by and between Davis Brothers, a partner- ship of the County of Denton, State of Texas, acting by and through Charles N. Davis, Jr., thereunto duly authorized so to act, Party of the First Part, hereinafter termed CONTRACTOR, and the City of Denton, Texas, a municipal corporation of the County of Denton and State of Texas, Party of the Second Part, hereinafter called OWNER, W I T N E S S E T He That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by owner, and under the conditions ev:pressed in the bond bearing even date herewith, the Contractor hereby agrees with Omer to commence and complete the construction of certain improvements described as followsi The construction of a new bridge across Pecan Creek on Sycamore Street between South Bradshaw and Crawford Streets, and all extra work in connection therewith, under the terms as stated in the Invitation for Bids, Information and Special In- structions to Bidders, Pr,)posal, and General Conditions of Agree- ment attached hereto and hereby made a part of this contract by reference the same as if set forth at length hereint and at Contraotor's own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, supervision, labor, in- surance, and other accessories and sarvices necessary to complete f f the said construction in accordance with the conditions and prices stated in the proposal attached hereto, and in accordance with all the General Cond..ti.ons of Agreement, and in accordance wits the plans, which include all maps, plats, blueprints and other drawings and printing or written explanatory matter thereof, and specifiaationo therefor, as prepared by the City Engineer of the City of Denton, Texas, each of which has been identified by the endorsement of the Contractor and the said City Engineer therein. The Contractor hereby agrees to commence work within ten (10) days after the date written notice shall have been given to commence, and to substantially complete said work within ninety (90) consecutive calendar days after the date established in the written notice to commence work. The Owner agrees to pay the Contractor in current funds for the performance of the construction in accordance with the pro- posal submitted therefor, subject to additions and deductions, as provided in the General Conditions of Agreement, and to make payments on account thereof as provided therein. IN WITNESS WHEREOF, the parties have executed this agreement in duplicate in the year and on the date first above written. DAVIS BROTH S, a artne hip by General Partn THE CITY OF DENTON, TEXAS, a municipal orporation b ~!g Mayor `f ATTES i City Secretary APPROV$D As TO E L DORM: `7a tj~ Attorn y 1'. g` E. i '1• 1 p..1~ ,r : . , a 1 d}~ 7~a'h ~v <r~},) ri we wi.:v 5'~i t~ 1;A A ~ ~'x~fY'e'~~r a l , ~i.°. ~~a MS'S., ~ r:l '~,►e~ ~."b 'Jc1.' "nyr~,y J`' F-4•.'w~~r cw x,D`vr'+'w'.tir+ iwvby:ydAV•sRii ,♦ryMr+b ~,sYlitlx:+s.; ,Wr VF+'~` i;,'. As. ,..r ra nr:r,t yxa kA.lN ;yCrr EOARD OF ADJUSTMENT COUNTY OF DENTON: Denton, Texas, State of Texas: Date December 18 1961 APPEAL NO. Taken by V. R. Clearman Against the-deoi.e_&gn yt„k=~..23"3,7.ai~; of the-City of`benton, in accordance with the provisions of the Zoning Ordinance. To the Honorable Board o Adjustment. Lot No. 9 (City Map) 0entlemen: Block No.4g2r, (rftt.Y May) NOW Comes y_ g- r1 parman a citizen of Denton County, and affirms that on the 12th day of December 'A. D. 1961 , he applied for a permit to construct two 2-story four unit apartments on the West side of Thomas Street of the same general type of _construction as the existing 4-unit apartment on the NWC of the intersection of NZ anr~ 2bomaa RttAAfa somas -St~`~" e on a lot 0 ft. by.. ft. in a District as shown upon the attachod plotplan and the Zoning Map of the City of Denton and to use same as an apartment The permit,however,was denied upon the following grounds: The Building Inspector said that this type construction would have to be in an +i'~~n - rw.+ai13*+tL~3n~r~et a thbrefors, the appellant now appeals, in accordance with the provisions of th8"Zoning Ordinance, to the Honorable board of Adjustment to grant ,the heretbfOre requested permit and to permit him to occupy, or rent the oompletid,premises as an apartment for the following reasons: r. , at i'i' ' de leas occu fe an a ar r r• '&fjRd 6rdinana6 wAs adopted and .thid_anneal shoo be consid9&ed:as an application for Special Exception foe „+h axtenptmn of a non-conforming use undrr the nrQvie ons of Ar icla 13.33 9)-(2) of the Code of9rdinances of the Cityof Denton, Texas. _ _ Respectfully submitted By ~ o O 00 ' ~ a n ~w Denton, Toxas, Dat oo Ctn. - 2- eroby certify that on the 41^ day of A. D. 1966/9 h V. R. C] earmar did apply for a permit to construct a two-story, four unit apartment house vv, c7pr-~ at wxAxxx W. Thomas Stract in the City of Denton, in accordance The pormit was donied on c o ow ng g in an "R111- Dwelling DIstriet under he Zoninu ordinanno Aud fl-le proposed construction is cer iaiy~le only District under the terms of the said Ordinance. s Bu ding nspoctor. % Submit sketch of building and prentios showing prcposod chrneo, in spaco 4 r" r UVI F,kT.'cil FOP. BIDS Sealed prap:ss:s a-+dreL_ed to Horner B. Bly, City Manager of Denton, Texas, will be re:etved a` %Ie affi.e of 'he City Manager in the Yuni,ipal Building until December 5. 1961 for the construction and com- ple'tior, of the follo:rings SYCAIDn STREET BRIDOE At this' time and placa the proposals will be publicly opened and read aloud. And}, bid reoeivei after closing time will be returnel unopened Capie; of ?'.an--, SLe:ifi,ations,• and Contract Doc-:ment,s are on file and ray to cxininsi n:. `•:i^.c c'ia ~,e in the office of the City Engineer. U :tJaer:` rah v T. p::-; led from office upon a 'deposit of,ij.GOy which deposi+ wi''I oo .raiu.d:# in. whc: a or in part as provides in the -:ontra,:'t do.:,xert' ,J. A .,a,ktie - i i en+.:'s, : s r' if tjd c? eck or acceptable Bidder f s bond p~Y aoce 'o the 01%y of Dents: , 1,exc3, in an amount not less than five (ri%) u per lent of the bid -wt.mi! t!d musk aLc"pany each tid ab a guarantee that, if awarded fhe ccn'.:ac+., t#,e Bidder will, within ten (10) days of award of contraot,, en+•er int.o a contract and execute the necessary bonds. A perforrnan;e bond and a payment bond, each in amount of not loss than one hundzed (100;1;) per cent of the contract priced conditioned upon the faithful performancd of the contract and upon payment of all persons supplving labor or fcrni•ahing materials, will be required. A lfaintenance Bond aY&L11 also be arranged for 20% of contract price as guarantee against defective iraterirls and inrkmanship. In :ass of'Arbigufty or lack of clearness in stating proposal prices, the City of Denton, Texas, r¢serves the.rir*ht to adopt tte most advantageous construction thereof, or to reject any o all bids, and waive formalities. No.bid may be withdrawn within thirty (30) days after date on which bids are opened. CITY U1 UEN•TOtJ, TEXAS Homer B. Bly City Yanager .l 1 INcORM,MUN AND SPEM L INSTRUCTIONS TO BIDDERS 1. Work to be Donea The work consists of building a new bridge across Pecar Greek on Scunore Street located between South Bradshaw -and Craw.. ford stree+s. The channel excavation and embankment shall not be a part of this contract. The owner wtli'do all necessary channel excavation and embankment work, 3. Bidders Knowledge of C)ndition3i Bidders are expected to examine the site vf'the work`4r` _3`ruJW rile UemseIves with all conditions affect- inr con3sruction of tha bridge. 1 Tinx of Conrleticn: The Owner desires the work to be completed at the ear.ie,3t poan~~fe ~7ate. Bidder shall indicate his time of completion i; the aIAca pry vided in 'lie Porposal. In t.,~s wen'4 the Gn oractlor fails to complete the project within the 1,ime se' forth in the Proposal;, th.e Owner may withhold errnanently from 9.e pao,menis to the Contractor the sum of Fifty ($50.00 Dollare per day as :ii;;uL3atad damsges. Bid Forma Bids shall be made on '.he blank form attached and the com.• plete'do"Iu.ints and plans returned with the bid. Bids not so made will be conaiderod oat of foie. 6. Bid NSecurit i Each proposal must be accompanied by a certified check or accep~a to id bond in an amcunt equal to at least five (5%) per dent of the amount bid as a guarantee that$ if awarded a contraot, the bidder will execute such contract within ten (10) days in the form hereto attached and make bonds of one hundred (100%) per cent of the contract price. 7.; Performance_ Bondi With tte execution and delivery of the contraota the ~'ont`ia'r e~fiarT furnish performance bond for >}e full amount of the contract. Bond shall be executed by an approved surety. company autborized to do business in the State of Texas, and acceptable according to the latest list of companies holding Certificate3 of Authority from the Secretary of the Treasury of the United States of America. 8a Payment Bondi In addition to the performance bond, the Contractor shal"a7rA rXa payr„ent bond for the full amount of the Contract. Pay.. ment bond shall be executed by an approved surety company authorized to do business in the State of Texas, and acceptable accordi,nb to the latest list of companies holding Certificates of Authority from the Secretary of the Treasury of the United States of America. 2 y. _r,trc rt'.: r.; JET ifications: Any question as to the meaning of a n.1 3 e.zfr.:~cat1 o:4 i le an ~erci by Addendum which will be sent i.o all who have beer, furrdiFied ,,,th .die plans and specif.lcatioru. 10. RiiTi_at: Wn~x Thg City without coat to the Contractor will provide all necessary rigt,L. -of-way or easements required for the project. Any damage done outai a of right.-of-way shall be paid for by the Contractor. The City will not a33ume any responsibility for any damage to per3onal property. Ile 412ter Fur Con3tr,.ctioni The Contractor shall mane his own airangb•- men+. a'or kater t•o ba'u~ec' in this project. :2. PaLer,fed Deuces, lra~elia..~ and Prroo-essse-ss If the Cantrar.tor is req~.ilr C': ;`i dr: 1.1 CS t~~ a~!~a rlj~ ~eJign,t aevicep material or prozeal covered b lA; t+3r pa ttr-'. -r c;. yrl~h t,, he shall provide for such use by suitable 1e,7,al agraemer;t wi n the raten,,ee or oi,,ner of sus, patent, letter of copy.. r1€;ited aesir;n. I', is mut.ally agree, and understood that without except-, icn tl.e :onti ct• price, 5hali iriclud'S all royalties of cost arising from l,irir:t5, laadenark4+ ani copyright3 in any way involved in the work. The C• o.-,raul.or and his suret.iea shail'i indemnify and save harmle33 the Owner flow a:La arid *11 c';ains for infringement by reason of the use of any such patented design, di-.,Ica, material or process or any trademark or copyright in coi;nection with the work agreed to be performed under these Contract Documents, and shall inlemlfy the Owner for any cost, expense or damage which it. may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work; pro. vided, however, that the Owner will assume the responsibility to defend arty and all suits brought for the infringement of any patent claimed to Le infringed upon by the design, type of construction, or material or equtpmer,' spe~ified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmleNs on account of such suits. 13. P1+ mer,ta Payment will be made in accordance with the provisions of the Detan-$peoificaLions. Partial payments All be made in accoeance with the Oeneral Conditions of the Agreement. 14. Refund of Deppoo3iti It is intended that all parties with an interest in the type off" wocTcr~ridluded in the protect as covered by these documents, be given a reasonable opportunity to exam3ne'the documents and prepare a bid or sub-bid without forfeiters of deposit. Documents may be examined without charge as rioted in the Notice to Bidders. Where docvmonts pre obtained from the Engineer upon deposit as required in the Notice to Bidders, a refund of deposit will be made on the following baslar (a) For bidders who submit bona fide bid to the Owner, a full refund of deposit will be made on one set of documents procured by such bidder. . 3 (r) For cr.har fer~ona i.e., subcontractors., material suppliers, a fu'41A refund of deposit will to made on one ue' of docl.menc.; pr oour,-J b, au^h oeraons, provided the documents are retained ir,. the 0. Duct persons not. longer than seven (7) day6 (exc lust ve o! !,-!%e i ,ro wtd for mailing). -M (c) For exl,ra se :s of .'i0c11Ment;; (more than one set) obtained by bona fide btddere or (,Oher iersons, or for sets of documents obtained by peraoni other than bona fide bi.dders,, that are held by such persons longer than t1,5 stLpulated tir.e of seven (7) days., there will be made c refund of the dcpobli leas the sun of $j.00 astinated to be the cost of raproduotion of said documents. ( d ) Uo ref.7,d cf deporit will be r,ade on documents which are not returned to she Fnjctneer on or bet'ore the 10th day after tht date of re.eivtr.x,, tide 15. Yainteriance Bonin A Maintenance Bond stall be provided to remain in fori:e To-r 3. f r1EJ of one (1) year beyond the date of written accept- ranee of the work by the. Owner, to guarantee the repair and/or replacement of defective materials acrd/or workm.nship which may develop during this period. The bogd "tall be for twenty (20;x) percent of the contract price. END OF SECTION r PROPOSAL Denton, To is December 5Y_ _ ____01961 PROPOSAL OF-- Davis Brothers _ rr~(Charles N. Davis, Jr.) xeCj~n2aic~cxrni>ea~catbcer ~~asasx~c~.bcec~tt f~xxof a partnerstdp consiating of Charj s N na3USY ,7r .__r mo M-U- bava a an iniividual trading To the City of Denton, Texas Pursuant to Invitation to Bidders, as published, th,-s undersigned proposes to furnish all labor, materials and equipment, and perform all work for the construction of the Sycamore Street Pecan Creek Bridge in strict accord- ance with the at';ached specifications and accompanying plans, for the following prices, to-wits ITEM ESTIMATED DESCRIPTION UNIT PRICE TOTAL BID NOO& fIRKTY ~=aa ahe Written in oida) (He=r=s res) 10 L.S. For Construction of Concrete Bridge, complete in place, the Lump Sum of Nine Thousand, Six ,litindrgA,~gPyPnty-fjUP and 95/100 S_2,675 9% r 2. S.Y. Concrete Rip Rap, inoltding Steel, Curing, att., Complete f in place 0 Throe flej jars ,Lja4teen Cents a@AUM $ 3.18 $ 3. 20 p.Y. Extra Class A Concrete, not Shown on Plans, Complete in place 0 ' Dollars $.35..40 _ $._..180.00 A. 10000 LB, Extra Reinforcing Steal, not Shown on Plans, Complete in Place 0 Ten Cents per Lb. $ .10~ - - $ 100-00 S ITEM ESTIMATED DESCRIPTION UNIT PRICE TOTAL BID N0. QUANTITY t&JQg A _bj_XL1SjWLjn Words) (rigl,res) (Fi g ire ea) 50 15 L,F. Extra Length 240 D1.ed Cast in Place Concreta Shafts;, not shown on Plans, Complete in Place ® six and 75/100 Dollars per L.F. 6:75 $ 101.25 TOTAL AMOUNT BID (Item 1 through Item 5} $ NOTEI Items 3 through 5 are intended to be tAdd or Deduct" Items. The undersigned hereby declares he has visited the site of the work and has carefully examined the Contract Documents relating to the work covered by the above bid. The undersigned further declares that he will provide all necessary tools and apparatusj do all the work and furnish all of the materials and do everything required to carry out the above mentioned work covered by this Proposal in strict accordance with the Contract Documents and the require. ments pertaining thereto, for the sums set forth above. The undersigned agrees to commence work within ten (10) days-aft ' or written notice to commence work, and to substantially complete the work on which he has bid in ~90; consecutive calendar days. Enclosed with the Proposal is a Cashier's Check or Certified Check for Dol]arap or a proposal bond in the sum of of t1. bids which it is agreed shall be collected and retained by the Owner as liqui- dated damn as in the event this Proposal is accept-ad by the Owner within thirty (305 days after the date advertised for,the reception of bide and the undersigned fails to, execute the contract and the required bond with the Owner, under the conditions hereof, within ten (10) days after the date said Proposal is accepted] otherwise said Check or Bond shall be returned to the undersigned upon demard. The undersigned acknowledges receipt// of the following Addenda: Respectfully submitted DAVI$ BROTHERS (SEAL) It Bidder'is By s Chas. N. is, Jr~v a corporation. l i w- NOTE: Do not detach bid form from other papers. Fill in with ink and submit complete with attached papers. • 7 s GENERAL CONDITIvNS OF AGREEMENT 1. DEFiNITI0N1 Or TELLS 11.01 OWNER, CONTRACTOR AND ENGINEER, The OWNER, the CONTRACTOR and the ENGINEER are those mentioned as such in th m Agr-ement. The ENGINEER shall mean the City Engineer of the City of Denton or his authorized repreaentative. The OAR shall mean the City of Denton. 1.02 i,:.l'i'.•11 i.~i~'inla'1'b_ ',ale lv.~~1..u0 LJCuments shall consist of the Notice to Contractors (Advertisement), Special Conditions, (Instructions to Bidders) Proposal, siened Agreement, Performance and Payment Bonds (when requiredj, Special Bonds (wren required), General Conditions of the Agree., nent, Technical Specifications, Plans, and all modifications thereof incor- porated in any of the documents before the execution of the agreement. The Contract Documents are complementary, and chat is called for by aq one shall be as binding as if called for by a11. 1,03 SUB:,CONTRACTOR. The term Sub-Contractor as empployed herein, includes on ose a-ing-airect contract with the CONTRACTOR and it includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked. 1.04 WRITTEN NOTICE. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended) or if delivered at or sent by registered mail to the last Business addraee known to him who gives the notice. }~0 WORK. Unless otherwise stipulated, the CONTRACTOR shall provide and pay for all nv.teriais, supplies, machinery, equipment, tools, superinten- dence, labor, insuvar,ce, and all water, light, power, fuel, transportation, and ether facilities necessary for the execution and 4omplation of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The CONTRACTOR shall, if required, furnish satiefaatory evider.ce as to tte kind ` and quality of materials. Yateriale or work described in words which ao applied have a well known technical or trade meaning shall be :field to refer to such recopnixed standards. ,jiQ E~ XTRAW0RK* The term "Extra Work" as used in this contract shall be understood to mean and include all work that may be required by the ENGINEER or OWNER to be one by the CONTRACTOR to accomplish a1., change, alteration or addition to he work shown upon the plans or reason4ly'Implied by V e apecifications, and not covered by the ONTU CTOR'S Proposal, except as pro. vidsd under "ChaIf as and Alterations", herein, ti r 1 1 8 1 1 t 1a07 'FORKING DAY. A "Wor'ng Day" is defined as any day not including Satur-~ days, Sundays or erry ler-al ho':day3, in whict, weat).er or ether conditions, not under the control of the CUtll'aACTUR, will permit construction of the principal units df the work for a conainuou3 period of not leas than seven (7) hours between 7900 a.m. and 6:00 p.m. .jape CAIEND,AR DAY. A 'Calendar Days' is any day of the week or month, no days beinc, -xcepted. y SUBSTAIM ALLY COMPLETED. By the term "Substantially Completed" is meant that the structure has been made suitable for use or occupancy or the facility is in condition to serve its intended purpose, but still may require rr.inor miscellaneous work and adjustment. CONTROL 01' WORK ,tol LINES A1@ GRADES. Unless otherwise specified, all lines and grades shall be furnished by the OWNER or hia representative. Whenever necessary, construction work shall be suspended to permit performance of this work, but such suspension will be as brief as practicable and the CONTRACTOR shall be allowed no extra conpensation therefor. The CONTRACTOR shall give tie OWNEd .imply notice of the time and place where lines and grades viii be needed. All stakes, marks, etc., shall be carefully preserved by employees, such stakes, marks, etc,; stall be replaced at the CONTRACTOR'S expense. 2,02 ENGINEER'S AUThORITY APED DUTY_ Unless otherwise specified, it is mutr.ally agreed between the parties to this Agreement that the ENGINEER shall supervise all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insv:-% ohs proper execution of the contract. In order to prevent Belaqs and dit ~•,s and to discourage litigation; it is further agreed that the ENGINEER shall in all cases deter- mine the amounts and quantities of the several kiwis of work which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction thereof, and shall in all cases decide every question wtieh may arise relative to the execution of this contract on' the part of said CONTRACTOR. T6 ENGINEER stall within a reasonable timep render and deliver tc the CONT9GTO R a written decision on all claims of the parties hereto and on all questions which may arise ralativs to the execution of the work or the interpretation of the contract, specifications and plans. Should the ENGINEER fail to make such decision wi thin a reasonable time, an hppeal, to arbitration may be taken as if h13 decision had been rendered against the party appealing. t3 CGNTRACTORIS DUTY AND SUP RINTENDENCE. The CONTRACTOR shall give per- sonal attention to the faithful prosecution and completion of this contract and shall keep on the work, durinG its progress, a competent superintendent and any necessary assistants, all satisfactory to the ENGINEER. The super.. intendent shall represent the CONTRACTOR to his absence and all directions given to him shall be as binding as if given to the CONTRACTOR.' Important direetior4s shall be confirmed in writing to the CONTRACTOR. Other direr. tions shall be so confirmed on written request in each case, 9 2-0 CONTRACTOWS_UNDERSTAIMING_ It is vnderstood and agreed that tha OGNTRACTOR has, by careful examination, satisfied Umself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered,, tie character of equipment and facilities needed preliminary to and during the prosecution of the work', the general and local conditions, and all other matters which car. in any way affect the work under this contract. Mo verbal agreement or conversation witk: arw officer, agent or employee of the OWN6R, either before or after the execution of this contract, still affect or modify any of the terms of obligations herein contained. 20.5 SANITATION. Necessary sanitary conveniences for Us use of laborers on the work, properly secluded from public observation, shall be constructed krd maintained by the CGNTRACTOR in such manner and at such points as stall be approved by tie ENGINEER, and their use shall be strl:tly enforced. 20,6. SLOP DRAWINGS-_ The CONTRACTGR shall submit to the ENGINEERo with such promptness as to cause no deiay in his own work or in that of ark, other Can. tractor, four copies, unless otherwise specified, of all shop art/or setting drawings and schedules required for the work of the various trades, and the ENGINEER stall pass uppon then with reasonable promptness, making desired corrections. The CONTRACTOR shall make any corrections required by the ENGINEER, file with hin two corrected copies and furnish such other copies as may be needad, The ENJINEERIS approval of such drawings or schedule: shall not relieve the C03TRACTOR from responsibility for deviations from drawings or specifications, unless he las in writing called the ENGINEER'S attention to such deviations at the time of submission, nor shall it 1e1.ieve him from responsibility for errors of any sort in shop drawings or schedules. 247', Arty questioned work may be ordered talaan up or removed fo. re-examination, by-the ENGINEER, prior to fir.al acceptance, and if found not in accordance with the specifications for said work; all expense of removing i,re-examination and repllcement shall be'borne by the CGNTRACTOR, otherwise the 1xpense thus in- curred shall be allowed as EVA WORK, and shall be paid for by the OWNFRy pro_ vided ttiat) whore inspection or approval is specifically required by the speci. fications prior' to performance of certain so rk, should the CONTRACTOR proceed with such work without requesting prior inspection or approval he shall bear all expanse of taking up, removing, and replacing this work if so directed by the ENGINEER. 2,08 . DEFECTS AM TREIR WZDIES. It is further agreed that if the work or any part thereof, or,any material brought on the site of t}ne work for use in the wprk or selected for the same, shall be deemed by the ENGINEER as un.- aulta`ble or not in conformity witt the specifications, the CuNTt3ACTCR shall, after receipt of written notice thereof from the ENGINEER, forthwith remove such material and rebuild or otherwise remedy such work so that it shall#be in full accordance with this contract. /0 ?a ~ 34A_NGES AND ALIERA TIQNS. The CCMRAGTGR further agreas ttat, the OWNER may rake suc. chnngas and ;Iterat.ons as the 0MER may see fit, in the lirLO, pride, form, dimen3lons, plan3, or raterials for the work herein contemplated, or any part thereof, eider before or after the beginnin,t of the construction, wit}out affecting the validity of t}.is contract and ,he accompanying perform.. once and payment bonds. If such changes or alterations diminish the quantity of tLe work to be done, they shall not constitute the basis for a claim for damages, or anti- cipated profits on the work plat may be dispensed with, except as provided for unit price items under Section > "Measurement and Payment". If the amount of work is increased, and the work can fairly be classified under the speci,. fications, suck increase shall be paid for according to the quantity actually done and at the unit price;, if any, established for such work under this con- tract, except as provided for unit price items under Section 5 "Measurement and Payment"s otherwise, sucl additional work sk:all be paid for as provided under Extra Work. In case the OWNER shall make such changes or alterations as make useless any work already done or material already furnished or used in said work, Von the O'41NER shall recompense the CuNUAGTijA for any material or, labor so used, and for any actual loss occasioned by such change, dun to actual expenses incurred in preparation for Us work as originally planned. 2,10 RICUT OF ENGINEER MODIFY METhODS AND EQUIPMMT_ If at any time the methods or equipment used~by the Grl~r AW R are found to be inadequate to secure the uality of work or the rate of pprogress required under this con.. tract, the 211GINEER may order the (ONTRACTfiR in writing to increasa their safety or improve their character and efficiency, and the CONTRACTOR shall comply with such order. If at any time the working force of the CONTRACTOR is inadequate for securing the progress herein speoifiec;, the CONTRACTOR shall, if so ordered in writing, increase his force or equipment, or both) to such an extent as to give reasonable assurance of compliance with the schedule of progress. 3.01 ADEQUACY OF DESIGN. It is understood that the OWNER believes he had employed competent engineers and designers. It is, therefore, agreed that tie OWNER shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, the safety of the structure and the practicability of the operations of the completed project] provided the CONTRACTOR has com- plied with the requirements of the said Contract Documents, all approved modi. fications thereof, and additions and alterations thereto approved in writing by the OWNERa The burden of proof of such compliance shall b upon the CON_ TRACTOR to show that :)e has complied with the said requirements of the Contract Documenta) approved'modifications thereof and all approved additions and alterations hereto.' 1.02 COLLATERAL CONTRACTS_ The OWNER agrees to provide by separate contract or otherwise) all labor Fd material essential to tt.o completion of the work specifically excluded from this contract in such manner as nut to delay the progress of the work, or damage said CONfUCTOR) except where such delays are specifically mentioned elsewhere in the Contract Documents. ~1 403 DISCREPANCIES AffD GPIiTSSIGA'S. It is further agreed that it is the intent of this contract that all work must be dons and all Material roust be furnished in accordance with the generally accepted practice, and in the event of any discrepancies between the separate contract documents, specie fications or drawings, the ENGINEER shall define which is intended to apply to the work. 3.01 EQDIPNE iT, MATERIAIS_AND CONSTRUCTION PLANT. ,he !1GNTAACTOR shall pro- vide all tools, equipment, machinery, materials, and construction plant cnd facilities necessary in the prosecution and completion of the contract, except as otherwise specifically set forih to be provided by the 00:J a- The OONTAAC.: TOR shall be responsible for the care;, preservation, conservation, and protect tion of all materials; supplies, machinery, equipment, tools, apparatus, accessorios, facilities all means of construction, and any and all parts if the work, whether the C6V RACTOR has been paid, partially paid, or not p:-.td for such work, until tt,e entire work is completed and accepted. 3yg DAMAOES. In the event the OUNTRACTOR is damaged in the course of the Ilk completion of the work by the act, neglect, ommissicn, mistake, or default of the OWNER. or of any otter CLNTRAC'I'GR employed by the OWNER upon the work, tr.ereby causing loss to the C~,NTAACTGR, the LAVER agrees that he will reimburse the CONTRACTOR for suah loss. In the event the OWNER is damaged in the course of the work by the act, negligence, ommission, mistake, or default of the OOVTRACTOR, or should the CONTRACTO3 unreasonably delay the progress of the work being done by others on the ob so as to cause lose for which the OWNER becomes liable, t2 an the CON.- RACTOR shall reimburse the OWNER for such loss. < PAD TECTION AGAINST ACOIDENT TO EMPLOYEES, AND Tt.E PUBLIC. Tho CONTRAC- uall take out,and procure a policy or policies of workman's compensation insurance with an insurance company licensed to transact business in the State of Texas, which policy shalleompp3y with the Workments Compensation Law of the State'.of Texas. The C0NTRAU1U R shall at all times exorcise reason- able precautions fdr the safety of employees ■nd others on or near the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building and construction codes. All machinery and equipment .-nd other physical hazards shall be guarded in accordance with the "Manual of Aaoident Prevention in Construction" of the Associated General Contractors of Americas :except where incor.patible with Federal, State, or Municipal laws or regulations. The CONTRACTOR shall provide such machinery guards,, sate walk- ways, ladders, bridges, gangplanke, and other safety.dsvices as may be re'- qquirad by the ENGINOR as requisite to the pre:. Lion of accidents. The CONTM TOA and his Sureties stall indemnity and save harmleus the OWNER and al.l his officers,'agarts, and employees from all suits, actions or claims of any character, name and description brought for or on account of any injuries or damages received or sustained by any person or {{)ersons or prop.. arty, bn account of any negligent act or fault of COtiTRACTUft, his agents or employees in the execution of said contractl o: on account of the failure of the CUTRACTOn to provide necessary barricades, warning lights or signa,1 and will be required to pay any judgment, with costs, which nay be obtained against the WNER growing out of such injury or damage. 1Z ILQL._PERFORMANCE AND PAYMENT_BON_DSr Unless otherwise specified, it is further agreed by the parties to this Contract that the CONTRACTOR will execute separate performance and payment bonds, each in the sum of one hundred (100) percent of the total contract price, on standard forms for this purpose, guaranteeing faithful performance of the work and the ful- fillment of any Fuarantees required, and further guaranteeing payment to all persons supplying labor and materials or furnishing him any equipment in the execution of the Contract, and it is agreed t2.at this Contract shall not be in effect until such performance and payment bonds are furnished and approved by the CWNER- Unlesa otherwise approved in writing by the OWN&j the surety company underwriting the bonds shall be acceptable according to the latest list of companies holding certificates of authority from the Secretary of the Treasury of the United States. Unless otherwise specifiel, the cost of the premium for the performance and payment bonds shall be included in tY.e CONTRACTOR'S proposal. .08 LOSSES FROM NATURAL CAUSES. Unless otherwise specified, all lose or dam. age to the CONTRACPbR arising out of the nature of the work to be done, or from the action of the elements, or from any unforseen circumstances in the prosecu- tion of the same, or from unusual obstructions or difficulties which may be encountered in the proaecution of the work, shall be sustained and borne by the C~,NTRACTOn at his own cost and expense. 3.09 PROTECTION OF ADJOINING PROPERTY. The said CONTRACTOR shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of eaid'process of construction$ and he shall be liable for any and all claims for such damage on account of his failure to fully protect all ad. joining~pproperty. The NTRACPOR agrees to ,indemnify, save and hold harmless the O'NER against any claim or'claims for damages due to any injury to any adjacent or adjoining property# arising or growing out of the performance of Via contractl but aiiyy such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work. LIP PROTECTION AUINSTCIAIl2S OF SUBCONTRACTORS LABORERS MATEBIA M AND FURNISBERS 0 C iItERI, UP . Ths agrees that he will indemnify and save the OWNER harmless from all claims growing out of the lawful demands of sub contraetora, laborera, workmen, mechanics, material. mono and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the perform- ance of this ocntract. When so desired by the OWNER, the CONTRACTOR shall furnish satisfactory evidence that all obligations of the nature hereinabovs designated have been p+id, discharged or waived. If the CONTRACTOR fails so to dor then the OWNER may at the option of the CONTRACTOR either pay directly ag Un id I R+9ills, of which the OWNER has written notice, or withhold from tt,s CCTTOO unpaid compensation a sum of money deemed reasonably sufficient to liquidate any and all such lawful claims until satisfactory evidence is furnished that all liabilities have bean fully dischargedl whereupon payments to the CONTRACTOR shall be resumed in full, in accordance with the terms of l3 r - this contract, but in no event shall the pprovisions of this sertence be con- strued to impose any o'-ligat.ion upon thi C'AVER by either the CONTRACTOR or his Surety. 1.1 PROTECTION AGAINST ROYALTIES OR PATENTED INVENTION. The CONTRACTOR shall pay all royalties and license fees.. and shill-provide for the use of any design, device, material,, or process covered by letters patent or copy- right by suitable legal rgreement with the patentee or owner. The CONTRAC.. TOR shall defend all suit or claims for infringement of any patent or copyright rights and shall indemnify and save the (AMR harmless from any loss on account thereof, except Vat the OWNER shall defend all such suits and claims and st.all be responsible for all such loss when a particular design, device, material, or process, or the product of a particular manu- facturer or manufacturers is specified or required by the O"MERi provided, however, if choice of alternate de-itgn,, device, material, or process is allowed to the CONTRACTOR, then CONTRACTOR shall indemnify and save OWNER harmless from any loss on account thereof. If the material or pprocess specified required by the CRS GR ie an infringement, the CON'T'RACTOR shall be responsible for such loos unless he promptly gives such information to the OWN&R. LAWS AND'ORDINANCES. The CONTRACTOR shall at all times observe and comply with all Federal, State and local laws, ordinances and regulat-ions, which in any manner affect tt.e contract or the workp and shall indemnify and save harmless the OWNER against any claim arising from the violation of and such laws, ordinances, and regulations) whether by the CONTRACTOR or his employees, except where such violations are called for by the provisions of the Contract Documents. If the CONTRACTOR observes that the plans and speci. fications are at variance therewith, he shall promptly notify the ENGINEER in writing, and any necessary changes stall be adjusted as provided in the contract for changes in the work. If ~•he CGNTRAC OR performs any work knowing it to be contrary to such labs, ordinances, rules and regulations, and without such notice to the ENGINEER, he shall bear all costs arising therefrom. In case the 0~4ner is a body politic and corporate, the law from which it derives its powers, insofar as the same regulates the objects for wlich, or the manner in which, or the conditions under which the UM may, enter into contract, shall be controlling, and shall be considered as part of this contraot, to the same affoot as though embodied herein. 3013 ASSIOtUNT AND SUBS The CONTRACTOR further agrees that he will retain personal control ani will give his personal attention to•the fulfill. ment of this contract and that he will not assign b;: Power of Attorney or otherwise., or sublet said contract without the written convent of the 6WNERj and Vat no ppaart or feature of the work will be sublet to anyone objectionable to the ENGINEER or the OWNER. The CONTRACTOR further agrees that the sub,. letting of any portion or feature of the.workj or materiale'required in the performance of this contract, shall not relieve the CONTRACTOR from him full obligations to the OWNER, as provided by this Agreement. J•,•111.o CONTRACTiRIS AND SUB..CONTRACTOR 'S INSURANCE. The CONTRACTOR shall not Mi'r.Y..O rM.w~r ~rrr commence wovlc under t1ld contract until he has obtained all tt,s insurance required rAder the following sub-paragraphs and such insurance has been approved by the OWNER, nor slali i,he CONTRACTOR allow any sub contractor to commence work on a sub contract until such sub•ccntra,;tor las obtained com- plete insurance coverap,e as required for the CONTRACTOR. ,Alh COMPENSATION INSURANCE* The CON UA CTOR shall procure and shall main- tain during tt.e life of this contract Wcrkr.en's Compensation Insurance for all of his employees to be engaged in work on the project under this cone. tract ard, in case of any such work sublet, the CUNT CTOR shall require the sub-contractor similarly to provide Workmen's Compensation Insurance for all of the latter's employees to be engaged in such work, unless such employees are covered by the protection afforded by the Contractor's Workmen's Compensation Insurance. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Wor)cnen's Compensation Statute,v the CONTRACTOR ahall provide and shall cause each sub-contractor to provide adaquate Employer's General Lia- bility Insurance for the protection of such of his employees not otherwise protected. 3 CONTRACTOR'S PUBLIC LIABILITY AND PROPERTY DAMOE INSURANCE.. T'he CON- TRA OR shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance in an amount not less than $50)000.00 for injuries, including accidental deattr, to any one person, and subject to the same limit for each person, in an amount not less than $100,000.00 on account of one accident, and Contractor's Property Damage Insurance in an amount of'not less than $25,000-00 on account of one accident and $50,00040 aggregatea .,1 ADDITIONAL LIABILITY_ The CONTRACTOR shall furnish insurance as eepar- ate policies or by additional endorsement to one of the above mentioned poli- cies, and in the amount as set forth for public liability and property damages the following insurances (a) Contingent Liability. (b) Blasting, prior to any blasting being done- (c) Uollapse of buildings or structures adjacent to excavation (if excavations are to be performed adjacent to sams)a (d) Damage to underground utilities. - (e) Buildere rink (where above-Around structures are involved). NL AUTONDBILE INSURANCE BODILY iNJUItY AND P&PUTY DAMAOE. The CON.. CTO shall procure and maintain, during the life of this Contracts Automobile I!,suranc,3 in an amount not less than $25,000 for injuries, including accidental death, to any one person and subject to the same limit for each paysohs an amount not less than $50,000 on acco,?nt of one accidents and automobile property damage insurance in an amount not less than 0$)000. r 1,1l, SCOPE Or INSOBANCE_A0 SPECIAL F{AZAiiD. The Insurance required under the above paragraphs shall provide adequate protection for the CONTRACTOR and his sub-contractorsy respactivelyy against damage claims which ray arise from operations under this contract., whether such operations be by the insured or by any one directly or indirectly employed by him. Insurance also shall be provided against special hazardsy if any,, as may be set forth in the Special Conditions or Special Provisions,g or elsewhere in these Contract Documents. 30 PROOF OF CARRIAOE OF INSURANCE. The CONTRACTOR shall furnish the OWNER, with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the OEM R. Proof of carriage of insurance by sub-contractors shall also be furnished. ~6 ~1a01 TIME AND ORDER OF COMPLETION. It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the C~NLaCTOH shall be allowed to prosecute his work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to e.on. omy of construction; provided, however, that the order and the time of prosecution shall be such that~the work stall be substantially completed as a w)ole-and in part, in accordance with this contract, the plans and speci- fications, and within Us time of completion designated in the Proposal; pro-. vided, also, that when the OWNER is having other work done, either by contract or by his own force, the ENGINEER may direct the time and manner of construe- i,;r4 the work done under this contract, so that conflict will be avoided and tie construction of the various works being done for the 0MR shall be bar. monized. "02 EXTENSION OF TIRE- Should the CcNTRACTOR be delayed in the completion of the work by any act or neglect of the UTANER, _ or of any employ- eesp or by other contractors employed by the uAhNfl, or by changes ordered in the work, or by strikes, lockouts, fires, and, unusual delays by common carriers, or unavoidable cause or causes beyond the OONTrRACTOR'S control, or by any cause which the ENGINEER shall decide justifies the delay, then an extension of time shall be allowed for completing the work, suffi- cient to compensate for the delay, the amount of the extension to be deter. mined b the ENGINEER; provided, howeverp that the CONTRACTOR shall give the ENGINEER prompt notice in writing of the cause of such delay. h.03 HINDRANCES AND DELAYS., No claims shall be made by the CONTRACTOR for damages resulting .from hindrances or delays from any cause (except where the work is stopped by order of the OMR) during the progress of any por- tion of the work embraced in this contract. In cage said work shall be stopped by the act, of the OWNER, then such expense as in the judgment of the OWNER is caused by such stoppage of said work shall be paid by the OWNEH to the OONTRACTOR. LQh' JAMIDATED MIAGES. The CONTRACTOR agrees that time is of the essence of this contract, and that for each day of delay beyond the number of days herein agreed upon for the completion of the work herein specified and con- trasted for (after due allowance for such extension of time as is provided for under Extension of Time hereinabove), the OWNER may withhold permanently from the CONTRACTORrS total compensation) the sum set forth in the Special Conditions or Special Provisions (or as elsewhere sot forte, in these Con- tract Documents, as stipulated liquidated damages for such delay. 5. MEASUMDZNT AND PAYMENT BAUMLU Qi~ _'Ttiieiagreement, including the specifications) plans and estimate)-is inUrtded to show clearly all work to be done and materi- al to be furnished hereunder. Where the estimated quantities are shown for . the various classes of work to bo done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimat- ing the probable cost of the work and for comparing the proposals offered for the work. It Is understood and agreed that the actual amount of work to be done and material to be furrdahed ender this contract may differ somewhat from these estimates, and that were the basis for payment under this contract the unit price method, payment, stall he fur the actual amount of such work done and tle r^aterial furnished. 5.02 PARTIAL PAYMENTS. On or before the 10th day of each month tic ENGINEER shall prepare a statement stowing as completely as practicable the •6otal value of Vne work done by the CZ MICTOR up to and including the last day of the preceding month] said statement shall also include the value of all sound materials delivered on the site of the work that are to be fabricated Into the work. The OWNER shall t}en pay the CONTRAGTOR on or before the 15th day of the current month the total amount of the ENGINEER'S statement, less 10 percent of the amount thereof, which 10 percent shall be retained until final payment, and further less all previous payments and 211 further sums that may be retained by the GWNER under the terms of this Agreement. It is understood, however, that in case the whole work to be near to completion and some unexpected anc unusual delay occurs due to no fault or neglect on the part of the CGN'X' C TOR, the OWNER ma, pay a reasonable and equitable portion of the retained percentage to the ONTRACTORy or the CGNTRACTGRO ■t the OWNER'S option, may be relieved of the obligation to fully complete the work and, thereupon, tie CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under "Final Payment". K.O3 FINAL COMPLETION AND ACCEPTANCE. Within ten (10) days after the OUNT !mil TOR has given the ENGINEER written notice that the work has been completed, or substantially completed, the ENGINEER shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the Ountract Documents, the ENGINEER shall issue to the OONTRACTOR his Certificate of Completion. K.Oh FINAL PAY)M NT. Upon the issuance of the Certificate of Completion, the ENGINEER shall proceed to make final measurements and prepare final statement of the value of all work performed and materials furnished under the terms of the Agreement then shall pay to the DONTRAGTOR on or after the 30th day, and before the 35th day after the date of the Certificate of Completion, the balance due the day after under the terms of this Agreement, provided he has fully performed his contractual obligations under the terms of this contracts and said payment shall become due in any avant upon said perfor- mance by the CONTRACTOR. Neit},er the Certificate of Acceptance nor the final payment, nor any provision in the Contract Documents, shall relieve the CON- Y of the obligation for fulfillment of any 'warranty which may be re- quired in the Special Conditions of the Specifications. ~0 r~~p PAYMENTS WITF3iELD_ Tile OWNER may, on account of subsequently dis•. covered evidence, withhold or nullify the whole or part of any certificate to such extent as may ca necessary to protect himself from loss on account of r (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims. (c) Failure of the CONTRACTOR to make payments properly to sub-contractors or for material or labor. (d) Damage to another contractor. When the above grounds are removed, or the CuNTRACTOR provides a Surety Bond oat'.sfactory to the WKU, whic}, will protect the OWNER in the amount withheld, payment shall be made for amounts withheld because of them. 6. EXTRA WORK AND CLAIMS 6.o,lEXTRk WOU. It is agreed that tLa CONTRACTOR shall perform all Extra Work under the direction of the ENOINEV whbn presented with a Written Work Order signed by the ENGINEER, subject, however, to the riplnt of the CQNTdACTOR to require a written confirmation of sucl. Extra Work Order bOR the OWNER. It is also agreed that the compensation to be paid the C for performing said Extra Work shall be determined by one of the following methodal Method A - By agreed unit pricesy or Method (B) • By agreed lump sum. No claim for Extra Work of any kind will be allowed unless ordered in writing by the ENGINEER. In case any orders or instructions, either oral or written, appear to the 0011TRO.0TOR to involve Extra Work for which he should receive compensation or an adjilatment in the construc- tion time, he (hall make written request to the ENOINEEi;for written order authorizeng such Extra Work. i SECTIION_I_ol - GENETUL NBQUI&M?' I4TS 101.1 generals The specifications contain detail instructions and des- criptions covering the major Uens of materials, construction and workman ship necessary for building and completing the various units or elements of the project. The specificaticns are intended to he so written tiat only first class materials, workmanship and finish of the best made and quality will result. The fact that these specifications may fail to be so complete as to cover all details will not relieve the Contractor of full responsibility for providing a completed project of U rL quality, first class finish and appearance and satisfactory for operation, all within the apparent intent of the plans and specifications. 101.2 Katerialat These specifications are intended to be so written that on ma e a s of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve tte Contractor of full responsibility for providing mater- ials of high quality. The specifications for materials set out the minimum standard of quality which the Owner believes necessary to produce a satia- factory project. No substitutions will be permitted unless the Contractor has received written permission of the OWNER to make s substitution for the material which has been specified. 201.3 The Owner will furnish the necessary I beams as called for on the pIana4 All other steel will be furnished by the Contractor. 1 lOl.b handling Yateriala Not Approvedt The Contractor shall remove from the site any materials ounW FUe-15-nagad and any materials not meeting the specifications shall be taken off the site. These materials shall be %anoved prt,mptly, unless' the Engineer will accept the materials after repairing. Materials found to be dar,aged, or not acceptable to the Engineer, stall be removed if installed and then found to be damaged or not acceptanle. Inspection beige Installation shall not relieve the contractor from any responsibility to furniat good quality materiala.' lOle' Water'For Constructiont The Contractor shall make his own arrange- men or N ter to be use under this contract, and shah provide such water at his expense. 101.6 Workmanshipi These apecifica'tions contain detail instructions and sscr p one-cover ng the major items of construction and workmanship necessary for building and completing the various units or elements of the project. The specifications are intended to be so written that only first class,workmanship and finish of the best grade and quality will result. Via fact that these specifications may fail to be so complete as to cover all detal.ls will not relieve the Contractor of full responsibility for providing a completed project of high quality, first class finish and appearanc#, and satisfactory for operation, all within the apparent intent of the plans and speoificationse fro 1010 Fences3' Where it is necessary for the Contractor to cut fences, such fences sh.ill be protected, repaired and replaced by the Contractor in a condition equal to, or better than, the original condition. Cuts in fences shall be made in a neat and workmanlike manner and the Con- tractor shall be responsible for prevention of lugs of stock, or pets, through gates, breaks or paps in fences due to construction operations. Prior to cutting fences, gates, should be constructed as shown on the Plans. 4 10148 Safety and Property Protection: as. Barricades Guards and Safety Provielonas To protect persons from injury an to avoid proper damages adequate barricades, construc- tion signs, torches, red lanterns, and guards as required shall be placed and maintained during the progress of the construction work and until it is safe for traffic to use the trenched roadway. Whenever required, watchmen shall be provided to prevent accidents and no extra compensation will be allowed therefor. Rules and regulations of the local authorities respecting safety provisions shall be observed. 101.9 Flow of Drains and Sewers Maintainedr Provisions stall be made for the ow o storm a sanitary sewers, ra ns and water courses encountered during the construction and the structures which may have been disturbed shall be satisfactorily restored upon completion of the work. 101.10 Property Protection: Treas, fences, signs, poles, guy wires, and a other property shall be protected unless their removal is authorised and any property damage shall be satisfactorily restored by the Contractor. The Contractor shall make adequate provision for the protection of permanent paving, both concrete. and asphalt, from damage by construction equipment, END 01' SECTION z~ S.4TTON ON CGNCRETE Descriptions a. -~Scopes This item governs for the materials used; for the storing measuring, and handling of materialsy and for the proportioning and mixing of concrete for structures. b. Com ositions The concrete shall be composed of cement, fine ag,gregate, cos se aggrrogate, water, and other admixtures if approved by the Engineer, proportioned and mixed as hereinafter provided. c. Goovernin S~tandardss Where references are made herein to spec- ifications or tests asoescribed in designations of tie A.S.T.M. the des. ignation as amended to the date of receipt of bids on which the contract award is r.sde, stall govern. Cement and A"dxin$ Waters a. Cements The cement shall be either Type I,,or, if approved by the Enpilteerj Type III of standard brand of portland cement which ehall conform to A.S.T.M. Specifications for Portland Cenen'., Designation C-150. Of Type III (High Early Strength) cement is used, the average tensile strength of standard mortar briquets, made and tested in accordance with A.S.T.hf. Method of Test for Tensile Strength of Nydraulic~Cement Mortars, Designation C-190, at age of 28 days sk:all be more than at age of 3 days. Cement for ready.-mixed concrete may be delivered in bulk. Cement used, in a'central batching plant, unless specifically authorized otherwiea by the Engineer, shall be delivered in bags which shall be marked plainly with tie brand and name of manufacturer. Rejection for weight variation and length of storage before ume shall be based on A.8.T.M. Specifications for cements noted above and no cement will be accepted which has become cakede be Mi~~xinater= Water for concrete shall be eleAn and free from injurious arr;ounte o roil, acide alkali, salt, organic matter, or other deleterious substances. Water suitable for drinking or for ordinary household use will be acceptable for use without being tested. cd Teets When comparativ, tests are made with water of known satisfactory quality, any indication of unsoundness, marked change in the time of set, or reduction of more than five Isar cent in mortar strength shall be sufficient cause fur rejection of the ;pacer under test. ~i COARSE AGGREGATE a. Applicahle Stan ard,s Co•3rse aggregates 91 a1: conforr. to the Standard Specifications-for Concrete A-gregates, AM, Desipnat.ion C-33. b. Additional Re uir•ar,entjz (1) Wear shall not exceed bO per cent when tested according to ASTld Standard Method for Test for Abrasion of Coarse Aggregates by use of the Los Angeles Yacidne, Designation C--131. (2) Loss stall not exceed 13 per cent by weight in five cycles wHen tested for soundness in accordaace with ASTM Method for Test Designa- tion C-883 except as noted in AM' Specification Designation C-33- (3) The amount of deleterious substances shall not exceed ' Recornended Permissible Limits as set forts; in ASTI; Specification Desig- nation C-33, and "other deleterious substances" will not be allowed. c. Maximum Size of Aggregates: The maximum size of aggregate stall be no larger than one-fifth of the narrowest dimension between sides of the forms of the member for whict. c mc,rete is to be used, nor larger than three fourths of the minimum clear spacing between reinforcing bars, nor more than 1-1/2" size as determined by ASTM standards. FINE AGGREGATEt a. Applicable Standards: Fine aggregate shall conform to the Standard 5p- ~cificatfons for Concrete Aggregate, ASTM Designation C-33. b. Additional Re uirementst (1) Loss stall not exceed ten per cent by weight in five cycles when tested for soundness in accordance with ASTM Method for Test Designa- tion C-88 except as noted in ASTM Specifications Designation C-33. (2) The amount of deleterious substances shall not exceed Recommended Permissible Limits as set forth in ASTM Specification Desig- nation C-33 and "other deleterious substances" will not be allowed. (3) The mortar, for test of sine aggregate, made and tested in accordance with Standard Vathod of Test for Measuring Mortar-Making Properties of Fine Aggregate, ASTM Designation C-87, shall develop a compressive strength at 7 and 28 nays of not less than 100 per cent of that i developed by the mortar specified in that method as the basis of comparison. ~3 STOiiAGE CKIENT: a. Facilities: Unless otherwise provided, all cement hail be stored in well ventilatr_d, weat,;erprcof buildings whict will protect t?,► cement from dampness. Ti: flocr supporting the cement sill clear tLe ground a sufficient distance to prevent tile absorption of moisture by tte cement. Provision for storaf-e stall be amplei, and the shipments of cement shall be seprepated in such a manner as tc provide easy access for identi- fication and inspection of each shipment. b. Outside StoraFex The En,-ineer may permit small quantities of cement to be stored_in the open for a sf.ort period of time (maximum V hours) if a raised platform and adeluate waterproof covering are provided. c. Records on Deliveries: "tie Contractor shell keep accurate records o the deliveries of cer-.er,t anwa of its use in the work, Copies of these records shall he supplied or nade available to the En;ineer. d. Rejection: No cement stall be used which has become lumped or caked. M.. STORAGE OF AGOFEGATESs The handling and storage of concrete aggregates stall be, such as to prevent the admixture of foreign materials. If '1he aggregates are stored on t}:,i ground, the sites for the stockpiles shall be grubbed, cleared of weeds and F.rass, and leveled. The bottom layer of aggregates stall not be disturbed or used without recleaning. when two or more sizes or kihds of aggregates are being stockpiled tLay shall be kept separate, and stockpiles of coarse aggregate shall be built up in horizontal layers not more than three feet thick. Should segregation occur,the aggregates shall be remixed to conform to the grading requirements. Unless otherwise authorized by the Engineer, all fine aggregate shall be stockpiled at least 24 hours to reduce free moisture content. YYASU NT OF MATERIALS: The measurement of materials used in batches of concrete shallbe by weight, except that water may be measured by volume when authorized by the Engineer. The fine aggregate and coarse aggregate shall be weighed separately* Batch weighing of cement will not be required since a full bag as hereinafter specified will be used as a basis of measurement. Allowance shall be made for the water content of most apgregate; the quantities of material per batch shall be based'upon using, full bags of cement. If an underweight shipment, as determined by methods set fora in ASTM Specifications for Cement already listed, is accepted, the Enpineer will adjust the concrete mix. The mix shall be adjusted to a net weight per bag fixed by an average of all individual weiphts which are less than the average :aeirht determined from the total number weighed:. Unless otherwise authorized by the Engineer, cement shall be transported in bags, and the bags stall be emptied at the site of the mixer, except for that cement used to ready mixed concrete. ~4 WEIGHING ANil P:EASUI NG E,U1H--h2;Ts The equipment stall be adequate to permit weighing and m.easurinr, of materials ..itkout delaying the pro- duction of the mixer and to determine positively c.nd control the actual amounts of all materials entering into the cuncrete. The scales shall be ke;)t in such condition as to obtain batch weights of cement and avgre- gates to an accuracy within one per cent. CUNDITIGN OF EQUIP11.11az All equiprent, tools, and machinery used for ha,.ding materials and performing any rt of the work stall to r.ain- taiined in condition t insure cor.plet _,n of the work underway wit;iout excessive delays for repairs or replacements. CLASSlilCAT10N AND P.:OPOIMU1411iti: a. Basis of Froportionings Proportioning of concrete materials in each mix sh-71conply with th^ limits as estabiisted in the table below. It is pointed out, that the cement contents shown are minimums., while the water contents shown are maximums. Minimum water content consistent with good workability stall be used in all cases. Min. 28.-D2y Min. Cement Max. Water slump Compressive Bags Per Gals. Per Inches Strength ~Cu. Yd Bagr 3000 5.5 6.25 2 to 5 2500 5.0 6.75 2 to 5 The maximun water content will be the amount added at the mixer, plus the free water in the apgregater and rdnus the absorption of the aggregate based on a thirty-minute absorption period. No allowance will be made for evaporation of water 'after b2tching. c. Consistent: In general the consistency of any mix shall be that requ rimed for he specific placing conditions and method of placement as determined by the Engineer within limits stated above. The concrete shall be of such consistency that it can be worked readily into all cor- ners and around rei.iforcing without segregation or materials or having free.water collect on the surface. Compliance with specified slump limi- tations shall not necessarily designate a satisfactory rix. The Engineers may require r.h3nges in proportions at any time as necessary to obtain a mix having satisfactory properties. Thd slump tests will be made by the Engineer in accordance with'ASTM r:ethod of Slump Test for Consistency of Portland Cement Concretes Designation C-1143, the slump mold being furn- ished by the Contractor. d. Air Contents If air-entraining agents are used) the concrete shall conta n not more than five per cent and not less t3 an three per can, entrained air as determined by Standard tethod of Tests for Air Content) ASTM Designations C-138, or C-173, or C-2316 ~j QUALITY OF OONOMIP as Field Testa; During the progress of the work the Engineer will oast tee cy era of the nsamber he desires for testing to maintain a check on the Omprseeive strength of the concrete aotgally being placed. The Contractor shell provide and maintain curing facilitieao as required in ASTM Method of Making and Curing Concrete Compression .nd Flexure " Test Specimen. in,thl Fiel.dr Dasi,lnation 0.311 for the purpose of curing concrete teat specimens. The coat of all materials acd labor as required by the Engineer used in making teat specimens and the cost of providing and maintaining curing fooilitiee shall be inclttdo¢4 in the contract pries. Moisture tests•of both fine and coarse ag4regate shall be made at ouffie cient intervals to provide for acc+irate batching and 'proportioning. Costs of making moisture teats will be paid by the Owner. Testing equipment including wheelbarrow or buggy; shovel] elumb cone and rod plywood plat. foss 30" equarej twelve steel cover plates (7" x'7" x 1/81 1 and hand trowel shall be fv niched by Contractor and arranged in an orderly manner in a location convenient to the work before oo=oneing ary tone rating operatibn. All tooting equipment shall be maintained in a clean condition by the Contractors. Concrete toots frill be made 'by an iidepend-..nt labora•. Cory selected ins 'paid 4r by Ovner.e If "Transit Mik" or"Central P1ant.~ cono'rete is furnished, the concrete supplier or the Contractor shall bear the cost of -a trained rep reaentative of an established independent testing laboratory (approved by the Owner). The laboratory representative shall at all times have control of the design, proportioning and mixing of the concrete, No concrete shall be poured without the representative being present eithir at the plant or at the project site. Laboratory representative shall work in 'cooperation with the Engineer and shall furnish to.the Engineer a aunmary of all tests which are performed and for each concrete pour, 'shall furnish a certificate of compliance with the specifications, b. Applicable Standardai ASTM Standard Methods, teat and Sp66ific- atione'as applicable SPA "tea adhered to and complied with on samplings curing; and tooting of conorate and for materials used therein. c. Test on High Ear Strength Concretes When High Early Strength Portland Cement is used in lieu o normal Portland Cement, the minimum allowable 28-day strength for normal Portland Cement shall be required at 7 days. The ages at time of test for High Early Strength Portland Cement shall be 3 days'and 7 days in lieu J 7 days and 28 days for normal Portland Cement* da Failure to Meet Re uirementsi Should the strengths shown by testing specimens required values, the Engineer shall have the authority to require additional curing on those portions of,the structures represented by the test specimens. In the event that such additional curing dote not give the strength required, the Engineer shall have the,right to require strengthening or replacement of those portions of the structure which failed to develop the required strength. The " eda'amal`oiir 're uired by the Engineer shall be done at the Contras- torns'expen8f;'said t6st cores shall be obtained and tested in accordance with ASTM Methods of Securing, Preparing and Testing Specimens from Hardened Concrete for Compressive and Flexural Strengths, Designation C•-42. Nixing Conditionss a. Generals The concrete sl.all be mixed in quantities required for immediate nse, and any concret. which is not in place within 30 minutes after being discharged from the mixer shall not be used. Retempering of concrete will not be permitted. Its threatening weather, which in the opinion of the Engineer may result in conditions that will adversely affect quality of the concrete to be placed, the Engineer may order postponement of the work. Where work has teen started and changes in weather conditions require protective measures to be used, the Contractor shall furnish de- quate shelter to protect Qle concrete against the damage from rainfall or damage due to freezing temperatures, In case it is neceasrary to continue mixing operations' during rainfall, the Contractor shall provide protective covering for concrete being placed, b. Cold Weathers No concrete shall be mixed without the approval of the Eng ne-e M- the air temperature is at or below 40 degrees Fahren- heit, (taken in the shade away frrr artificial heat) and falling. If authoriped by the Engineer, concrete may be mixed when the air temperature' is at 35 degrees Fahrenheit and ririn,0 When permission is given for mixing when the temperature is below ~0 degrees Fahrenheit, all water used for mixing shall be heated to a temperature sufficient to raise tie tamper- aturs of concrete to 70 degrees Fahrenheit, but the temperature of the mixing water shall not exceed 165 degrees Fahrenheit at the time of entering the mixer. If heating the mixing water only will not raise the placing of temperature of the concrets to 70 degrees Fahrenheit, then the aggregate must also be heated, either by steam or dry heat, to a temperature suffi- cient to raise the placing temperature of the concrete to the required temperature. In no casa shall the aggregate temperature as it enters the mixer exceed 150'degrees Fahrenheit. The heating apparatus shall be such as to heat the mass of the aggregate uniformly and preclude the occurrence of hot spots which will burn the material. Temperatures of transported conorate alall not be less than 60 degrees Fahrenheit at the time of placing in the formse Salta, chemicals or other foreign materials shall not be mixed with the concrete for the purpose of preventing frset:- ing. In no case shall the temperature of the fresh concrete exceed 80 dsgraea Fahrenheit. Mixing Truth Mixing Equipmentt a. General Yixinp Re~uirementss The mixing shall be done in a batch mixer of approve type and size wtich will insure the uniform dis- tribution'of material throughout tie mass within the specified nixing time and the'discharge of the mixture without segregation. The volume of the concrete batch shall not exceed the manufacturer's rated capacity of the mixer, exclusive of the overload. After yll the solid ingredients are assembled in the drum, the mixing shall continue for a minimum time of one and one-half minutes, providing that all mixing water shall be added before one-fourth of the nixing time has elapsed. During the rLixing time, the drum shall revolve at a peripheral speed of about 200 feet per rinute and tte mixer stay be equipped with a speed regulator to hold the rixer to its normal speed of re-iolution. The entire contents of the drum stall be dischprrrd before any rat=rials are placed therein for the suc- ceeding batch. The first batch of concrete for each placement shall contain extra quantity of sand, cement, and water sufficient to coat the inside surface of the dr~un without diminishing the mortar content of the mix. Upon cess?tion of m:ixin7 for any considerable length of tine, the mixer shall be thoroughly cleaned. Whenever a concrete mixer is not adequate or suitable for the work, it shall be re., oved from the Site upon written order frog: Engineer and a suitable mixer provided by the Contractor. pick, •up ,i throw -over blades in the mixer which are work down more than ten per cent in depth shall be repaired or replaced by new blades. b. biix` ink Plant Re uiremen ts: The complete plant assembly shall be approved by the Engineer and shall conform to the following requirements; ready adjustments of aggregate weights for varying moisture contents; capability of controlling delivery of all materials to within one per cent by weipht of specified amounts; proportion of water to conent accurately controlled (water within one per cent by weight or volume) and easily checked; accurate control of all materials with positive shut-off;.fecil- ities for prompt removal of excess materials in hoppers; visible spring- less dial or equally suitable weight indication which. Will accurately inlicate the last 200 pounds of th a load to show to the operator that the regalred weight is being approached; each specified size of aggregate measured separately with a seEara to beam s e; bulk cement dropped through canvas drop chute or telescopic flexible hea ose tremie; ten 50.,pouM test weights provided; device on east: nixer for accurately and automatically measuring end indicating the time required for mixing which shall be inter.. locked to prevent discharee of concrete from the mixer before the expira- tion of the missing period; and shall include suitable facilities for ob- taining test samples of aggregate from the batch and representative samples of concrete for tests. e. Hand Mixin : Hand mixing of concrete will be permitted only for small p acements or in the case of an emergency, and then only on the a•rthorization of the Engineer. When hand mixing is permitted, it shall bi done on a watertiE~ht platform. The fine aggregate and cement shall first be mixed until a uniform color is attained and then spread over the mixing board in a thin layer, 11,e coarse aggregate shall be th.or.. oughly saturated with water, and it &h211 be spread over the fine aggre.• rate and cement in a uniform layer and the whole mass turned as the additional water is added. After all in-redients have been added, the rass shall be turned at least six tires, or norep if necessary, to nake the mixture uniform in color and snooth in appearance. Hand-nixed batches shall not exceed a two-bar batch in volume. added before one-fourth of the rixinP tine has elapsed. During the mixing time, the drum stall revolve at a peripheral speed of about 200 feet per ninute and the rixer stall be equipped with a speed regvlatcr to Lold the rixer to its normal speed of revolution. The entire contents of the drLmn stall be discharged before rat_rials are placed ti.erein for the suc•. ceeding batch. The first batch of concrete for each placement shall contain extra quantity of sand, cement, and water sufficient to coat the inside surface of the d nvn without diminishing the mortar content of the mix. Upon cess,,tion of rlxinr for any considerable length of time, the mixer shall be thoroughly cleaned. Whenever a concrete mixer is not adequate or suitable for the ,cork, it shall be ra:oved from tle site upon written order from ti, Engineer and a suitable mixer provided by the Contractor. Pick-up and throw, .over blades in the mixer which are work down r..ore than ten per cent in dept} shall be repaired or replaced by new blades. be Nixing Plant Requirements: The complete plant assembly shall be approved by the Engineer and shall conform to the following requirements; ready adjustments of aggregate weights for veorying moisture contents; capability of controlling delivery of all materials to within one per cent by weight of specified amounts] proportion of water to convent accurately controlled (water within one per cent by weight or volume) and easily checked; accurate control of all materials with positive slut-off;. facil- ities for prompt removal of excess ma trials in hoppers; visible spring- less dial or equally suitable weight indication whicl. will accurately indicate the last 200 pounds of tla load to show to the operator that the required weight is being approached; each specified size of ag rye ate measured separately withVa separate bear sea le; cement dropped through canvas drop chute or telescopic flexible hose tremie; ten 50-pound test weights provided; devics on eacl~ mixer for accurately and automatically measuring and indicating the time required for mixing which shall be inter.. locked to prevent discharge of concrete from the mixer before the expira- tion of the mixing period; and shall include suitable facilities for ob- tainin- test samples of aggregate from the batch and representative samples of concrete for tests. o. Hand Xlixin i Hand mixing of concrete will be permitted only for small p acements or in the case of an emergency, and then only on the authorization of the Engineer. N'hen hand mixing is permitted, it shall be done on a watertight platform. The fine aggregate and cement shall first be mixed until a unifonn; color is attained and then spread over the mixing board in a thin layer. TLe coarse aggregate shall be thor_. ourYly saturated with water, &ond it shall be spread over the fine aggro.. Fate and cement in a i=ni+brr layer and the wholo mass turned as the additional water is added. After all in-redients have been added, the mass shall be turned at least six times, or r;ore, if necessary, to make the rixture uniform in color and smooth in appearance. hand-nixed batches shall not exceed a two-bag batch in volume. d. Ready-Mixed Concrete: Ready mixed concrete shall be mixed and transported in accordance with ASTM Specification for Ready-Kixed Concrete, Designation C-9L. and applicable sections of tie Specifications of wY.ich t!,-is is a part. The A.S.T.Y. Specifications shall be modified to require that "the concrete shall be delivered to the site of the work and dis- charge shall be conplett,;d with 1.0 hour after introduction of mixing water to the cement and aggregates or-t}ie introduction of nixing water to the cement and aggregates or the introduction of the cement to the aggregate". The control of design, propcv-ion.ing and nixing of all ready mix, transit mix or central plant concrete stall be under the supervision of a trained representative of an established independent testing laboratory, which laboratory has been approved by the Owner. The laboratory repre- sentative shall work in cooperation with the Engineer and shall furnish to the Engineer a summary of all tests which are performed and for each concrete pour shall furnisY a certificate of compliance with tt.e specifi•• cation. No concrete stall to poured without tte laboratory representative being present, either at the plant or at the project site. All cost for the services of tLe testing laboratory representative shall be borne by the supzlier of the concrete (or by the Contractor) and no direct payment therefor will be made by the Owner. For concrete pours of ten cubic yards or less, the Engineer may waive these re4uirements; however, in such event, evidence shall be furn- ished showing a design mix to meet the requirement of the specifications. Placin Curing and Finishing:' The placirkq of concrete, including construction o orms anctfalsework, curing and finishing, shall be in accordance with the'Item "Concrete Structures". Added or Deducted Concretet "Added or Deducted Concrete" when its use is specifically autForrzed by the Engineer will be measured by the cubic yard in place. The Contract unit prices shown in the Proposal for "Added or Deducted Concrete" shall be full compensation for furnishing all material, hauling, mixing, forming, placing, finishing, curing, and for the furnishing of all tools, plant and incidentals necessary to furn. ish one cubic yard of concrete complete in place in accordance with appli- cable sections of these Specifications. END 01' SECTION ~9 i CONCRETE STRUCTURES DeS rj iont This item governs for the construction of foundations, piers, walls olabs, colur.ns, beams, girders, and all other structural elements involving the use of concrete. All concrete structures shall be constricted in accordance with tt,e design requirements and details shown on the Plans; ccnformina to the pertinent provisions of t}.e Items for "Earthnork", "Reinforcing Steel", "Concrete for Structures". and otter incidental items of tF.e Specifications which are applicable to the coripletcd structures; and in conforrity with the requirements herein. Concrete: All concrete shall conform to the provisions of the Ite: T r rConcrete for Structures". The class of concrete for each unit shall be 3000 lb. unless otherwise shown on plans. Expansion Joint Yateriale as Premolded 2:aterialr Premolded expansion joint raterial shall be of nenextru ng an resilient type conforming to Standard Specifications for Preformed Expansion Joint Fillers for Concrete, ASTY Designation D-541s, as applicably for Type V fillers. b. Hot-Poured Joint Sealer: Joint sealer shall be a hot-poured aspralt-rubber compound applied in a workmanlike manner in accordance with rianufacturer's recommendations. It shall be Para-Plastic, or approved egtal, as manufactured by the Servicized Products Corporation 6051 West f5th Street, Chicago, Illinois. Non_ Shrinking Grout A g_reee_atee: Non-shrinking trout aggregate shall be either "Em eco' as manufactured ured by raster Builders Company or "Ferrolith Oil as manufactured by L. Sonneborn Sons, Inc. Other Fatarialst All otter materials) such as reinforcing steel and struc~uraf ssei;-,-Mall conform to ti,e requirements of the pertinent speci- fications under this Contract. General Construction Requirements: is. Prior Approval b E~n it:eert Before starting work the Contractor shall inform the Engineer Tilly as to the type of forms and methods of con- struction he proposes to use, and as o the amount and character of equipment he proposes to use, the adequacy of which shall be subject to, the approval of the Engineer. The Contractor shall 'submit a schedule showing the sequence of concrete pours. The primary consideration in the preparation of schedule shall be the pouring of alternate sections in long structures to provide for shrinkage of concrete. This sequence of pours' when approved, shall be strictly adhered to unless otherwise authorized by the Engineer. Before constructing forms and falsework for concrete structures, plans shall be nbmitted to the engineer for review and approval. Concurrence on the part 30 of the Engineer in any proposed construction me'Sods, aproval of form and falsework plans shall riot be considered as relieving the Contractor of the responsibility for the sa£et~~ or corre,:tness of his methods and adequacy of his equipment, or frog. carr;vin o,.t the work in full accordance with the Contract. b. Tire Sequence of Oxaraticns: Unless otherwise provided, the follotiwinp requirements sY.all govern for the time sequence in which construe.. tion operations shall be carried on. Steel beans or ferns and falsework for superstructures shall not be erected on concrete substructures until the concrete in the substructures has cured at least fo•.r curing days. Concrete for concrete slab or girder sfans or concrete slabs on steel beam spans shall not be placed until the si„bstructure has cured al least seven curing days. Stcel..trusses or plate girders to be erected from the ground on approved falsework may be erected when tl.e substructure has cured four curing days, but the falsework stall not be removed until the substructure has cured at least seven curing days. Forms for walls or column shall not be erected on concrete footings until. the concrete in the footing has cured at least two curing days. Ccncrete r.ay be placed in a wall or column as soon as the forms and reinforcing steel placements are approved. The use of completed portions of a structure as the site for mixing operations or for storage of materials will not be permitted until the particular portion of the structure has aged at least ten curing days. A curing day is defined under "Removal of Forr.s and Falsework". In continued cold weather, the construction operations may be aLtP.orised at the''end of a period of calendar days equal to twice the number of curing days specified above* c. Structures shall. not be opened to construction traffic or to the trave ngi~ p-uMc` tinfiT-ant" ori'zed by the Engineer. Such authorization may be given when the last concrete placed has cured at,least ten (10) curing-days but not until tf.e requirements for form and falsework reroval have been fulfilled. This authorization shall cover only such traffic that complies with legal load limitations6 d. Foundations: Excavation for foundations and preparations of foundation sum ace stall be made in accordance with the requirements of the pertinent specifications under this contract, ea Drains: Roadways drains shall be installed in the roadways slab in accordance with the details shown on the plans. Expansion Joints and Devices: a. 0enerai Requirements i Expansion Joints and devices to provide for expansion an contract o s a 1 be constructed wt ere and as indicated on the Plans. All Joints constructed open, which are to be left open or filled with poured point material, shall be constructed using forms adaptable to loosening or early removal. In order to avoid Jamming such forms lr, the expansion action of the concrete and the consequent likelihood of injury to the ad- jacent concrete, these forms shall be removed or :loosened as soon as practi- cfble after the concrete has attained its final set. A provision for loosening the forms to permit free expansion of the concrete without the necessity for full reroval is preferred. b. Workmanship. Armored Joints shall be carefully constructed in order to avoid defective anchorage of the steel and to avoid porous or honeyccrbed concrete adjacent to sane. premolded materials, wherever used, shall be anchored to the concrete on one side of the joint by means of copper wire not lighter than No. 12B & S gauge. Such anchorage shall be sufficient to preclude the tendency of tYe raterial to fall out of the joint. Careful wor~nansiip shall be exercised in the construction of all joints to insure t.}at the concrete sections are completely separated by an open joint, or by the joint materials, and to insure that the joints will be true to the outline indicated. Immediately after the removal of forms, and again where necessary after s•Lirface finishing, all projecting concrete shall be removed along the exposed edges of premolded materials in order to secure full effectiveness of the expansion joint. Where roofing felt or premolded materials are specified for horizontal joints, the material shall, if practicable, extend two inches beyond the form for the top member The projecting portions shall be subsequently trimmed to the face of the mem- ber after the forma are removed. CONSTRUCTION JOINTSi a. General RRe~egg__uirre~em~~ents: The joint formed by placing plastic concrete in direct co-tact with concrete that has attained its initial set shall be deemed a construction joint. When concrete in a structure or a portion of a structure is specified to be placed monolithically, the term monolithic shall be interpreted to mean that the manner and sequence of concrete placing, shall be such that construction joints will not occur. Construction joints shall be of the type and spacing shown on the Plans. Additional joints will not he permitted without written authorization from the Engineer. Any additional construction joints shall have details equivalent to those shown on the Plans for joints in similar locations. be Pre ration of Existing Concretes Before joining plastic concrete to eonere e a has already se ,fie surface of the concrete in place shall, be reasonably rough with some ajgregate particles exposed) shall be free'froin all loose materials, laitanee, dirt, or foreign matter, shall be washed and sorubbed clean with stiff brooms and thoroughly drenched with water until saturated) and shall be kept wet until the'plastl.c concrete has been placed. The method of pr6paring the surface of hardened concrete to expose a clW surface of sound concrete shall be determined by the Contractor subject to approval of the Engineer. Immediately prior to the placing of additional concrete of horizontal surface:;, all forms shall be drawn tight against the concrete in place, and the surface of the concrete in place shall be flushed with a coating of mortar about two inches thick. An application of mortar should be applied on vertical surfaces, if possible'. This mortar shall be worked into the irregularities of the hard surface if possible, and should have thb same sand and cement content and water-cement ratio as the concrete being placed. In lieu of this method of providing excess mortar for coating, the Engineer may require that the Contractor provide excess mortar by leaving 3z out one-half of the gravel in concrete for first layer at the joint. If shown on the Flans, constru.,lion joints shall be provided with concrete key- ways, reinforcing steel dowels and/or water stops. The netted of fcrning keys for keyed joints shall be such as to permit the easy rercval of forr:s without chippinr, braakinp, or lossjing the ccncret in any r.anner All keyways forms must be oiled befors installaticn. Special attention al.all be riven to the construction of keyed joints so that %h ey will be neatly constructed of thoroughly compacted concrete, free of excess water and laitance and uniform in --very respect. Falsework: a. ,eneral Roo uirenents; All falsework shall be designed and con- structed so that no excessive settlement or deformation will occur, and so that the necessary rigidity will be provided, Details of falsework construction shall be subject to review and approval by the Engineer in accordance with the provisions of Section C, 1111eieral Construction Requirements". of this item. b. Design Loads: For calculating the loads on falsework, a weight of 150 pounds per tint foot shall be ass%n:ed for concrete, and a live load allow- ance of 50 pounds per square foot of horizontal surface of the form work shall be included. The maximum unit stresses stall not ex--eed 125 per cent of the allowable stresses used by tle Engineer for the design of the structures. c. Kate ri at All timber used in falsework centering shall be sound, in good cones Lion, and free from defects w1iich will impair its strength. Steel members shall be of adequate strength and of such shape as to be suitable for the purpose intended., Timber piling may be of any species of wood which will withstand driving satisfactorily and which will adequately support the s,,per- imposed load. d• Workmanslipr Where gills or tinber grillages are used to support falsework columns, such sills are grillaces, unless founded on solid rock, shale or other hard materials shall be placed in excavated pits and backfilled to prevent the softening of the supporting material by drip from the forms or by rains that may occur during the construction process. Sills or grillage's shall be of ample sire to support the superimposed load without settlement. Falsework which cannot be founded on a satisfactory spread footing shall be F supported on piling which shall be driven to a bearing capacity sufficient to support the superimposed load ti:lthout settlement. In general, each false- work bent shall be capped transversely at the proper elevation by a cap of adequate size. If desired•by the Contractor, however, a stort cap section forming a T-head may be substituted at the top of each pile or column in the bent and shall'be set at the proper elevation to produce, in conjenction with the use of approved hardwood wedges or jacks, permanent camber indicated on the Plans or specified, plus a construction camber covering allowance for deforma- tion of the forms and falsework. The use of wedges ;o ccrr,pensate for incorrect- ly cut bearing surfaces will not be permitted. Wedges shall be used in pairs and shall be so arranged as to insire uniform bearing. Each falsework bent shall be securely braced to adjacent bents by bracing material of ample size to provide the stiffness required. The bracing shall be securely spiked or bolted to each pile or column it may cross. 33' Formse a. General Requirerik~nta~ Forms shall be built n,,,rtar••tit-ht :anl of material su icien~ t~ n,~'~rength to prevent bulging between suppnr!.-,. They shall he set and n.intained to the lines designated until the concrete,, is sufficiently hardened to permit form removal. During the elap3ed time be- tween tha building of the forms and the placing of the concrete, the forms shall be mal.ntained in a manner to eliminate warping and shrinking Details of form construciton should receive approval of the Engineer before form erection to eliminate possible delay-q in pouring, since perrd.ssion to place concrete vd ll net be given until all form work is completed to hi; satis- faction. If, at any stare of the wore, the forms stow signs of bulginr or nagf;ing,, that portion of tt.e concrete :,<)nsing sue condition s2.all b~! ;r.- diately removed, if necessary, and the forma shall be reset and securcl, braced against further mov:nent. Forms or form lumber to be reused shall be maintained clean and in good condition as to accuracy, shape, strength, rigidity, tightness, and sr:oothness of surface. Any lumber which is split, warped, bulged, r.arred, or has defects that may produce work inferior to that resulti.Zg from using new material shall not be reused. All forrs s`.iall be so constructed as to permit reroval without damage to the concrete. Par ticu'a r and special care must he exercised in framing forms for copings, offsets, railing, and all ornamental work, so that there will be no damage to or marring of the concrete wren the forms are removed. If desired by the Gontraeto,, the forms may be given a slight draft to permit eaaa of re-, moval. 1(henaver practicable, forms shall be erected complete before the reinforcement is placed. For narruw walls and other locations where access to the bottom of the forms is not otherwise readily attainable, adequate cleanout openings shall be provided. At the time of placing concrete, the forms shall be clean and entirely free from all chips, dirt,) s~.wduat, and other axtranious matter. Forms for slab, beam and girder construction shall not have tie wire cuttings, nails, matches, or any other matter whatsoever which would mar the appearance of the finished construction. All f01'149 shall be cleaned to the satisfaction of the Engineer. b. Design Loads: Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. The rate of placing the concrete, temperature of concrete, and whether concrete is vibrated or not, shall be taken into consideration in determining the deptt of the equivalent liquid. An additional live load of 50 Mounds per square foot shall be allowed on horizontal surfaces. The maximum unit streeses shall not exceed 125 percent of the allowable stresses used for the design of structuress co Kaaerialr General Form Lumber: Lumber for forms shall be properly sea- sonod and of go63 q '"_IT'"sTml'1 be free from loose or unoound knots, knot holes, twists, shakes, decay, and other imperfections which woUd afferst its strengthi or impair the finished surface of the concrete. The iumWr used for facing or sheathing shall be surfaced on at least one side and two odges, and shall be sized to uniform thickness. The use of nominal two-inch lumber as a minimum thickness will be required for forms for .'no bottoms of 3¢ all superstructure girders except that in case of special forming of girders, as for curved-bottom PJ rders where facing boards are transverse to beam) the Engineer ray permit the use of cne-inch lumber. Lumber of nominal one- inch thickness will be lpernitted for general use on other portions of the structure if backed by a sufficient number of studs and wales. d. Lining Timber forms for exposed concrete surfaces which are to be given a rubbed finish, shall be facelined with an approved type of form lining material. If plywood is used for fora; lining, it shall be made with water-proof adhesive, stall have a minimum thickness of one-fourth inch, and preferably sY.all be oiled at the mill and than re-oiled or lacquered on tho job before using. If fiber board is used it shall be tempered Kasonite concrete Form Pressed Wood, having a r.inimum thickness of three-sixteenths inch and shall be tiiorough'* we.t with water at least 12 tours before using. The water shall be applied to the screen side of the board and the boards shall be stacked screen s?de to screen side. The smooth hard face shall bs used as the contact surface of the fem.. If desired by the Contractor, fr,cing for such surfaces ray be constructed of three-fourths inch thick p'tywood made with water-proof adhesive backed by adequate studs and wales) keeping in mind that for greatest strength the outer piles should be at right angles to the studding, and in this case) form lining will pot be required. F.dge9 and faces of adjacent panels shall be carefully aligned and the joints betw~:e.r. panels shall be filled with patching plaster or cold water putty to prevent leakage, and sanded lightly witt; No. 0 sand- paper to make the joints smooth. e. Special Form Lumbert Molding specified for chamfer strips or other uses shall be made of redwood) cypress, or pine materials of such grace that will not split wtep nailed and which can be rnintained to a true line witf.out warping. The molding shall~be mill cut and dressed on all faces. Unless otherwise pro- vided) forms stall be filleted at all sharp corners, both insirfp and outside. and edges with triangular chamfer strips. The strips shall be three-fourths ir,^h) measured on the sides. All chamfer strips shall be thoroughly oiled before inst.}'.?tion on forms. Forms for railings and ornamental work stall be constructed to standards equilvalent to first :lass mill work. All moldings, panel work) and beval strips shall be straight and true with neatly mitered joints and of such design that the finished work shall be true, sharp, and clean-cut6 f. Form Ties) Metal form ties of a type approved by the Engineer shall be us`e3 to `Y Id forms in place. Such ties shall be of a type espec- ially designed for urge in connection with concrete work) and they shall have provision to permit ease of removal of the metal as hereinafter specified. The use of wire form ties will not be permitted except by approval of the Engineer. All metal appliances used inside of the forms to hold them in correct alignment shall be removed to a depth of at`least one and one-halt inches from the surface of the concrete and shall de so constructed that metal may be rercoved without undue injury to the surface from chipping or spelling. Such devices, when removed, shall leave a smooth opening in the J.s concrete surface not larger than seven eighths inch in diameter. Burning off of rods, bolts, or ties will not be permitted. Yetal ties shall be held in place by devices attached to wales. Each device stall be capable of developing the strength of the tie. Pipe spreaders will not be permitted. Fetal and wooden spreaders which are separate from the forms shall be wired to top of form and shall be entirely removed as the concrete is being placed. Where wire ties are permitted, all wires shall be cut back at least one inch from the face of tle concrete with a sharp chisel or nippers. The use of metal form ties of a type that are encased in paper or other material. to allow the removal of the complete tie, leaving, a hole through the concrete structure will not be permitted in the construction of water bearing wells. g. Wetting and Oiling Forms: The facing of all forms shall be treated with a suitable farm o1l"before concrete is placed. In hot weather, both sides-of the face forms may he required to be treated with oil to prevent warping; and to secure tight joints. The oil shall be applied before the reinforcement is placed. The oil used for this purpose shall be a light clear oil whicr will not discolor or otherwise injuriously affect the con- crete surface or delay or irpair curinf, operations. In general, all surfaces of forms which will come in contact with the concrete shall be wetted immed- iately before the concrete is placed, h. Metal Forms The foregoing specifications for "Forms", as regards design, mor~ghfness, filleted corners, beveled projections, bracing, alignment, removal, re-use, oiling, and wetting shall apply equally to metal forms. The metal used for forms shall be of such thickness that the forms will rbn:alr true to shape. All bolt and rivet heads on the facing sides shall be cc uatersunk. Clamps, pine, or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. Metal forms which do not present a smooth su,1s ce or line up properly shall not be used. Special care shall be exercised to keep metal free from rust, grease, or other foreign material such as will tend to discolor tto concrete. Plaein Reinforcements Reinforcement in concrete structures shall. be chrefully a accuraCeT placed and rigidly supported as provided in the Item "Reinforcing Steel". Placing, Concretes General Reguirementst a. Preliminar Considerationt The Contractor shall notify the Engineer upon comp a on o?var ous portions of the work required for placing concrete so that inspection may be made as early as is practicable. The Contractor shall also keep the Engineer informed regarding his anticipated concrete placing achedule. When all items have been found to be in order by the Engineer including lines and grades, forms, reinforcing, inserts, piping, electricAl, plumbing and the Contractors concreteing materials and equipment, the Engineer will then authorize the Contractor in writing to proceed. Concrete placed without such authority will not be accepted unless by written exemption froi the Enpineer. Unless authorized by the Engineer, no concrete shall be placed in any unit prior to t}.e completicn of the form- work and the placement of the reinforcement, tic concrete shall be placed before the completion of all adjacent operations which might prove detrimental to the concrete. ,ti'henever it is neutssary to continue the mixing, placing, and finishing of concrete after the daylight hours, the site of the work shall be brilliantly lighted so that all oporations are plainly visible. In gem^ral, however, concrete placing shall be so regulated as to permit finishing opera- tions to be completed in the daylight hours. The Engineer reserves 'the right to order postponement of the placing'operations when, in his opinion, impend- ing, weather conditions ray result in rainfall or low temperatures which will irpair the quality of the finished work. In case rainfal_ should occur after placing operations are starit;d, the Contractor shall provide ample covering to protect the work. In case of drop in temperature, the provisions set forth in paragraph IOL.13 hereof, "Placing Concrete in Cold Weather" shall 13 applied. The sequence of placing concrete shall be as provided for in 101.6 hereof, "General Construction Requirement3", The operation of depositing and compacting the concrete shall be conducted so as to form a compect, dense + impervious mass of uniform texturo which shall stsow smooth faces on all sur- faces. The placing shall be so regu.ated that the pressured caused by the plastic concrete shall not exceed the loads used in the design of forms. be Handling and Trans rtin i Chutes, troughs, or pipes used as aids in p acl-ing concrete shall be arranged and used so tiat the ingredients of the concrete will not be separated and they shall be metal or metal line. When steep slopes are necessary, the chutes shall be equipped with baffle boards or be made in short lengths that reverse the direction of movement. Open troughs and chutes shall extend. if necessary, down inside the forms or through holes left in the forms, and the ends of such chutes shall termirw.te is vertical downspouts. All chutes, troughs, and pipes shall be kept clean and free from coatings of Gardened concrete by a thorough flushing with water before and after placement. Water used for flushing shall be discharged clear of the concrete in place. The use of chutes in excess of 35 feet total length for conveying concrete will not be permitted except by specific authorization from the Engineer. Non-agitating trucks shall be used only when authorized by the Engineer with due consideration of the length of haul, roughness of roads, and shape of truck bodies proposed. Pumping of concrete will be per- mitted, subject to approval of equipment by the Engineer. The placing of concrete for floor slabs preferably shall be done from a mixing plant loeatad off the structure. If the mixer plant ie to be located on the structure, it shall not be placed on a sect:!on of the slab which has been in place for a length of time less than that specified in 104.6.b3 "General Construction Requiremerta+', of this Item. Carting or wheeling concrete batches on a com- pleted :oncrete slab will not bp permitted until the slab has aged at least four oaring days. Unless pneumatic tired carts are used, the carts shall be wheeled on timber planking so that the loads and im±jact will t, distributed over the slab. Curing oporations shall not be interrupted for the purpose of wheeling concrete over finished slabs. Stockpiling of concrete aggregate or cement on floors will be permitted on!4 when authorized by the Engineer. The storing of reinforcing or structural steel or, completed slabs shall generally be avoided, and when permitted, such storage stall be limited to grintities and distribution as authorized by the Engineer. 37 of De cs-it_i np The mathod and r.,anner of placing shall be such as to Avoid the possibility of segregated or separation of the aggregate or the displacement of the ieinforcement. In thin walls, drop chutes of rubber or metal shall be used, The spattering of forma or reinforcement bafis shall be prevented if the concrete so spattered will dry! or larden before being incorporated in the mass. Each part of the forms shall be filled by depositing concrete directly as near its final position as pos- sible. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars whithout displacing them. Depositine large giaant.itiea at one point in tha forms and running or working it along the forms rii'.1 not be allowed. After the concrete has taken initial set, the forms shall not be jarred or any strain placed on projecting reinforcement. 1,7here the Contractor's operations involve the placing of concret from rthove, f•hat is, directly into an excavated area or through the completed forma, partlcularly+ in the case of walls, piers, columns, and similar structures., all concrete so placed shall be deposited through vertical drip clait,es of rubber or metal of satisfactory size. Drop chutes shall he made in sc;tions or nrovidrd in ;several lengths so that the outlet ray be idjusted to proper heights d urin the placing operations. Concrete shall no'j be dropped free more than five (5) feet. Concrete shall be placed in continuous horizontal layers approximately 12 inches in thick- ness. Each layer stall be soft wlen a new layer is placed upon it, and unless otherwise specified herein or by the Engineer, not more than one hour stall elapse between the placing of successive layers of concrete in any portion of the structures included in a continuous placement. The Wntractor should avoid additional construction points other than those shown on Plans by placing required portions of piers, walls, or super- structures in one continuous operation. Foreigh matter of any td nd shall not be permitted to accumulate inside the forme, and openings in forms necessary for removal of same shall be provided. If excessive bleeding cruses water to form on the surface of the concrete in tall forms the mix shall be made atiffer to reduce the bleeding. In tall walls the concrete shall be placed to a point about a foot below the top of the wall, or the bottom of any slab or beam to be poured monolithically with the wall, and at least one hour, or more, if specified by ;he Engineer, shall be allowed for settling. Concreting should then be resigned before set occurs to avoid the requirements of a joint. If the slab is thin, a reduction of coarse aggregate site may be reyui.-and the form stall be overfilled and the excess concrete screeded oft after partial stiffening, d. Consolidations Each layer of concrete shall be well compacted and the mortar ueiRto the surface of the forms by continuous working with concrete speding implements and mechanical vibrators of an approved type. Vibraturs of the type which operate by attachment to forms will be permitted only when immersion type vibrators cannot be used due to inac- cessibility. All vibrators stall operat46 at speeds of not less than 7000 revolutions per minute. The vibrators shall be applied to the concrete im- iaediately after deposit and shall be moved throughout the mass, through the layer of concrete just placed, and several in,;nes into the plastic layer be- low, thoroughly working the concrete around the reinforcement, embedded fixtures, and into the corners and angles of thr forms unail the concrete is thoroughly compacted. 2:echanical vibrators shall not be operated so that they will penetrate or disturb layers placed previously wlich have become partially set or hardened, and tl.ey shall not be used to aid the flow of concrete laterally. The vibration shall be of sufficient duration to accomplish thorou,h compaction and comrlete embedment of reinforcement and fixtures, out shall riot be done to an extent that will cause segre- gation. Vibrators shall be kept constantly moving in the concrete and shall be applied vertically at points uniformly spaced not farther apart than the radius over whic} the vibrator is visibly effective. The vibrator shall not be held in one location tonrer than is required to produce a liquified appearance in the surface. A sufficient nur1er of vibrators (Powered pneumatically or electrically) ?hall bo used to provide one for each ten cubic yards of con-rete per hour oeing placed. At least one vibrator which may be of the pasolins powered type shall be immediately available as a standby for each two vibrators in service. All vibrators intended for regular service or standby service shall be checked and operated prior to the beginning of the concreting operations. Vibration si.all be supple- mented by hand spading if necessary to insure tl.e flushing of mortar to the surface of all forma. as Embedded Items: Before placing concrete, care shall be 'taken to oetermine mat a-Tl embedded items :re Firmly and securely fastened in place as indicated in the drawings or _equired by the Engineer. All em- bedded items shall be thoroughly clean and free of oil and other foreign material. Anchor bolts stall be set to exact locations by the use of suit- able anchor bolt 31e9ve3, or as otherwise sloven on t1-e plans. Placing Concrete in Cold Weathers Natconcrete al.all be placed when the a ospher o temperature ly at or below 40 degrees F. (taken in the shade away from artificial heat) unle3s permission to do so is given in writing by the Engineer. When such permission is given, or in cases where the..temperature,drops b6 ow 40 degrg3s F. after the concreteing operations have been started, the Contractor ohail furnish sufficient canvas and framework or other type-of housing to enclose and protect the structure in such a way that the air around the form and fresh concrete can be kept at a temperature not less than 50 degrees 'r. fora period of five days' after the concrete is placed'for'normal concrete) -and for three days for high'-early'-strength condieto.;-Sufficient heating apparatus sucl. as stoves, salamanders; or steam equipment and fuel to furnish all required heat shrill b3 supplied. The treatment of mixing water and aggregates used in mixing concrete shall be a3 specified in "Concrete for Structures". It is under-, stood that the Contractor is responsible for the protection of concrete placed under any and all weather conditions. Permission given by the Engi- neer to place concrete during freezing weathet will in no way relieve the Contractor of the responsibility for satisfactory results. Should con- creto'placed under such condition, prove unsatisfactory, it shall be removed and replaced. Placing Concrete in Water; Concrete shall be dopositiod in water only Men spe`-cI`ie`r'on g fans or with the permission of the Engineer. The 3~j forms, cofferdams, or caissons shill be cufficieutly tight to prevent any water current passing throagh +:he space in wlAch the concrete is being de- po.9ited. Purring will not, b,a pcrmi',te-1 .;hile the cLncryte is being placed,, nor u,itil it his Set for a' :gust 36 hours. The concrete steal'. be carefully placed in a compact r.._a 1-' m,an_ of tre.uie, closed bottom darip ng bucket, or other approveC mettod lhaL ices not p(~rnit the concrete to fall +•hrough the water without ade-AxA pro: ;!long The concrete Shall no" b- dist,:rbed after being deposited, Depo.,i.f.i s],ill be regulated to NairLiln approxi- mately lorizontal surfaces at tll ',Imes. When a tremie is ur3ei., it shall consist of a tube Navin, a diamcter of not more ttan ten inches;, constructed in sections having wato ti~h+• a7n+.L :bons The means of supporting the tremie shall permit the muv,.n.en' :if 1.t,e discharge end over the en'•lre top surface of the work and s?all is:tr.it +he frame to be rapidly lowoz ed when nece3:iary to choke off or r, *arl the ;'low. 7ne nu;noer of tines it is neo-, essaq to shift the Incii,to, of -tic, ramie for any continuous placement of concrete;, shall be held to a r,iiii+ow^1, During the placin? of concrete, tl.e tremie tube shall be kept fu:1 to thu bottom of the hopper. When a batch is dumped into the hopper, t_r.~ tr,r.ie stall be slightl; raised, but not out of the concrete at t•hei bc,.!o.T„ until Ste batch discharges to the level of the bottom of the hopper. The flow shall then be stoi*_)ped by lowering the tremie. The placing opcratton.i ahlll be continuous rritil the work is, com- plated. When concrete is ,lace-d by means of a bottuz.durap bucket, the bucket shall have a capaci %y of ho : le-Js tl.an one-hrilf cubic yards, The bucket shall be lowered gradually arid carefully until it rests upon the concrete already placed. It shall then be raised very sio.,rly during the discharge travel; the intent being to maintain, an nearly as possible, still water at the point of discharge and to avoid agitating the mixture. Slabt Concret-. in the alab Shall be placed in longitudinal strips. The w fFi of longitudinal strips shall be such flat the concrete in any strip will noi,..take its /r;ttiAl yet before +he ndjacant_strip is placed. Treatment and Finish Horizontal Sarfacesr as Horizontal Surfaces Except Roadway labst All upper surfaces not covered by ~`o=m-s,`s` u-C as caps, cuxMa_, parapeIs, copings, bridge seats,' and sidewalk areas shall be :-omplated by nlac'.ng excess material in the forms and removing or striking o.ff su^_h excess with a rriodb~i' tomplat& forcing", the coarse aggregate beloa,the mortar surface. Tne use of mortar topping for. surfaces under this e'.assification will not be permitted. After the'conrrete has bsen struck cff as described above, the surface shall be thoroughly worked and flcattd with a wooden, canvaei, or cork float. After floating and before thu finish has set, all surface, except sidewalks so finished, shall be lightly striped with a fine brush to remove the surface cement film, leaning a fine grained, smooth but sanded taxture. b. Roadway Slabs, Ai soon as concrete placing operations have been comp eted fora-longitudinal roadway slab section of sufficient width do permit finishing, operations, the concrete shall be approximately Iaveled and then strucl~ off, screeded., and tamped by a longitudinal screed. Tie screed shall 'e rigid and shall maintain a true line from point to point without siggring. The first strike cff operations shall leave the concrete surface all an elevation abo,;e grade so that, wY.en consolidation and finishing operation3 are com;ileted, the slab will be at the exact grade elevation shown on tYe plans. The tamping and screeding operations shall be continued until tle concrete is properly consolidated and surface voids eliminated. The surface shall then be brought to a smooth true alignment b; means of longitudinal screedinF-. floating, belting, and/or other methods approved by the Engineer, c. Curing Concrete- Careful at'..Pntion shall be given by the contractor o~tFe proper curing of all concrete in the structure. All upper surfaces not forrced, except roadway and sidewalk slaba, shall be covered by cotton rat coverings ir-nediately following the floating opera- tions, and shall be kept tt•orou[Ily wet for a period of four (!t) curing. days after th,: concrete is placed. All fo rr~ed surfaces requiring i surface finish shall be covered with wet c`tton mats immediately after the forms are removed and sl.all be kept covered and wet until the concrete has aged at least four (u) curing,-days. Intermission will be permitted as needed to allow the surfaces to be finished, The mats shall be held in direct contact witty the concrete. Water used for curing stall. be free from injurious anounts of oil, acid, alkali., salt or, other deleterious substances. Imr.ediatsly following the finiihing operations, concrete roadway and Eidewalk slabs stall be covered with wet cotton rats or with a temporary covering, of canvas or burlap. The temporary covering will be required in all cases wlere the size of span, size of mats or other factors are suel that the mats cannot be placed immediately following the finishing operation without marring the firtish of the slab. The canvas or burlap covering material shall weigh not less than. ten (10) ounces per square yard, and the sections shall be placed with a lap at the edges of at least eight (8) inches. The material shall be saturated with water previous to placing and shall be kept saturated as long as it remains in place. Care shall be exercised in the placing of the cover material in order that the concrete surface shall not be disturb9s When a temporary covering is used, it stall remain in place only until the slab hAs sufficiently hardened that a cotton rat covering can be substituted without dis~urbing or marring the finish of the slab. Cotton waits shall be thoroughly saturated before placing and shall be maintained in a saturated condition for avperiod of at least eight (S) curing-days after the concrete is placed. Removal of Forr3 and Falaexorkr Except as hereinafter provided, forms for surfaces required to berfinished shall be removed when the concrete has aged not less than ona-half (1/2) nor more than two (2) et•ring days after the concrete is placed. In order to facilitate slab finishing, forms for insid7 curb faces on roadway slabs may be removed in not less Van tlree (3) hours if the concrete has set sufficiently to ;permit removal without damare to the curbs. Forms and falsework for tle portions of structures which do not require surface fiiasl may be removed wren the concrete has aged for the minimum number of curing,-days set forth in the following table9 Forms and falsework under blabs or girders having span lengths of 10 feet and less .~.•...e..7 days Forms and falsework under caps or tie beams of framed bents..,,,,.,, ...~.........,•............7llt days Forms and walls, columns and sides of beams...... 1-1.14 days Tle term "curing-day" will be interpr3ted as any calendar day on which the temperature is above 500 F. for at least nineteen (19) hours. Colder days may be counted if satisfactory provisions are made to main- tain the air temperature adjacent to the concrete constantly above 50° F. throughout the entire days In continued cold weather, when artificial heat is not provided, the Engineer may permit the removal of forms and falsework at the end of a pe_iod of calendar days equal to twice the number of curing days stated in the above table. Test apeciments may be made at the option of the Engineer for the purpose of determining; a satisfactory time of form and falsework removal in cold weather, and when tasts made on specimens cured under like conditions to the curing of the structure indicate that compressive strengths equivalent to the seven-day strengths of 2000 p.s.i. have been attained the forms and falsework tray be removed. In no event shall this removal be done it less time than the curing periods in the above table. Forms for the portions of slabs that cantilever more than one foot' beyond the outside beams shall not be removed in less than four curing days, nor shall falsework under girders and bent oRpa for framed bents be removed in less than the minimum time above specified regardless of requirements for surface finish. The above provisions relative to form removal shall apply orilyto forms or parts, of forms which are so corn. struoted as to permit removal witLout disturbing forma or falsework which are required to be left in place for a longer period on other portions of the 'structures. Defective Works Any defective work discovered after the forms have been removed sla11 be repaired imm ',iately. If the s irface of the concrete is bulged, uneven, or shows excess honeycombing or form marks, which defects, in the opinion of the Engineer, cannot be repaired satisfactorily, the entire section a hall be removed and replaced. In repairing honeycombed areas, all loose material•shall be removed before the repair work is started. No extra compensation will be allowed for the extra work or materials involved in repairing or replaying defective concrete. 4? Finishing,,_Ex Exposed Surfaceat All curbs, underside of overhanging slabs, ashn al-~1 portions of piers, columns, bents, wing walls, and abutments which are c,xposed to view after backfill and roadway embank- ments are placed shall be given a surface rubbing Special attention shall be given to ti.e rubbing of all outside vertical areas on side of bridge and sidewalks and to a depth of 12" underneath the bottom of the slab. All exposed surfaces on the wings' walls and abutments. Rub all ve.a:cal surfaces and bottom of caps, and from top of piers to finiai,nd grade at bottom. The bottom of slab spans shall be given a surface rubLing if such surfaces are not true or have porous spots or honeycombed areas,. Such rubbing stall extend over a sufficient area around the blemished portions to provide for a neat blending with the surrounding unfinished surface. The operation of surface rubbing shall be in accordance with the following provisions: As soon as forms are ramoved,,all necessary painting shall be done. When the pointing has set sufficiently to permit it, all surfaces requiring treatment shall be wet with a brush and given a surface rubbing with a No. 16 Carborundum Stone or an abrasive of equal duality. The rubbing shall be continued sufficiently to bring the surfrice to a paste, and to produce a smooth dense surface witho•it pits or irreg.. ularities. The use of cement to form a surface paste will not be permitted. The material which has been ground to a paste in tfis process shall be carefully spread or brushed uniformly over the surface and allowed to take a reset. The surfaces of concrete roadway and sidewalk slabs shall be finished by floating, screeding, and belting as provided hereinbefore. END OF SECTION 41.E REINIORCING STEEL Descriptions This item governs for the furnishing and placing of reinforcing steel of the type, size, ar.,i quantity designated for use in all structures as shown or, bhe Plans and in accordance wit} these Specif.t. cations. Bar Reinforcement. All bar reinforcement shall be new billet-steel or ine ats gra7eW Billet-steel stall conform to the requirements of the Standard Specifications for Billet,-Steel bars for Concrete Reinforce- ment, ASU! Designation A-151 and A-305. Wire Reinforcement: Cold-drawn wire or welded wire fabric, for concrete reinforcement shall conform to the requirements of the standard Specifications for C016-Drawn Wira for Concrete Reinforcement, ASTM Designation A-82, or Standard Specifications for Melded Steel Wire Fabric for Concrete Rinforcemont} ASTM Designation A-185. Numbered designations of bars and weights as approved ttrough the U. S. Department of Commerce Simplified Practice Recommendation R26•-150, shall be used. Applicable Standards% Throughout this item, when the Standard Specifications of the American Society for Testing MatErials are speei. fled, the latest standard or tentative specification issued by the Society prior to the date of receipt of bids on which the contract is awarded shall govern. Ben~di_n,s The reinforce-ment shall be bent cold' by machine to shapes indicated on the Plans. Bends shall be true to shapes indicated, and irregularities in bending s}all be cause'for rejection. Unless otherwise atown on the Plans, bonds for all classificaticns of bars shall be around pin diameters recommedad in A.C.I. Manual of Standard Practice for Detailing Reinforced Concrete Structures. .Sto~~r. ng6s Steel, reinforcement shall be stored above the surface of the ground upon platforms, skide, or other supports and shall 'ce protected as far as practicable from mechanical injury and surface deterioration _ caused by exposure to conditions producing rust. When placed in the work, it shall be free from dirt, scale, dust, paint, oil, or other foreign material. La SPlicesi No splicing of bars, except when shown on the plans, will be permitted without the written approval of the Engineor. Approval of bar bending, schedules or of placing drawings will constitute written approval.' Splices which are permitted stall have a length of not less tFan 2h times the diameter of the reinforcement, but not lose than 12n, except in the case of welded splices, and shall be well distributed or else located at points of low tensile stress. The clear distance between bars shall apply to the clear distance between a contact splice and ad- Jacent contact splices or bars. The bars shall be tightly clamped or 44 wired at all splices in a manner approved by the Engineer. Sheets of wire mesh or fabric shall overlap each other sufficiently to maintain a uniform strength and shall be sec rely fastened at the ends and edges., Welded Splices; Wlere shown on V a Plar.s or required by the pro., visions of this item or otter, pe:1•inent specifications, welded bar splices shall be used. In general, such splices-shall be so located that not more than two bars in any twelve-,inc,: width of the member stall be spliced at any one point.. Bars to be welded stall be placed side by side and a fillet weld made on ach side for tic full length of the splice. Placing; Steel reinforcement ;hall be placed in the exact position as shown on tt.e Plans and held securely in place during the placing of the concrete. The minimum clear distance between bars stall be two times the bar diameter. Vertical stir'f•:ps shall always pass around tLe main tension members and be securely attacLed t}ereto. The reinforcing, steel in all concrete walls shall be spaced its proper distance from the face of the forms, as shown on the drawings, by roans of approved galvanized metal spacers or approved precast mortar or concrete blocks Unless provision for welding is made, all reinforcing steel stall be wired together a; all intersections. Before apy concrete is placed, all mortar shall be cleaned from the reinforcement. Precast mortar or concrete blocks to be used for holding steel in position adjacent to formed surfaces shall ba cast in individual moles meeting the approval of the Engineer and shall be cured by covering with wet burlap until aged sufficiently to be removed from the molds, at which time the blocha shall be immersed in water for tte remainder of at least a four-day curing pe?'.3. The blocks shall pre- ferably be cast with the sides beveled in such manner that the size of V9 block ineredses away from the area to be 'placed against the forms. Blocks in the form of a frustum of"a cc no or pyramid are preferred. A suitable tie wire shall be provided in each block, such wire to be uaid for anchor- ing the bloc:; to th.e steel in order to.evoid displacement in placing the concrete. Except in unusual cases,'and when specifically otherwise author., ized by the Engineer, the size of the surface to be placed adjacent to V' a forms shall not exceed two and one-half inctes square or the equivalent thereof in cases where circular or rectangular areas are provided. Blocks shall be'accurately cast to the thickness required, and the surface to be placed adjacent to the forms shall be a A rue plane free of surface imptr.. fectiona. No concrete shall be deposited until the Engineer has inspected the placing of the reinforcing metal and given permission to place con.. Crete. Exposed reinforcing intended for bonding with future extensions shall be effeotively protected from corrosion. END QF SECTIGN ~d l`' LRILL® ATJG CAST IN PLACE CtiNCREIZ SHAFTS DescriptSonr Tnis ~panification shall govern for the construction of fc=7aa-on-6Yaits ,.hicl, arf drilled zod cast, in place with concrete in accordance with the reinforcing steed, and other details shown on the plans. Locations an3 apFriximate length, are also shown on the plans. Yaterialat All concrote raterials and their preparation shall be in accordance witl, the Sc,,,Acri in these specifications in regard to "Concrete". All concreto ,hall b~ Cln-is "A", unless oLherwiss shown on the plans. Reinforeinr oteal shale conform to th3 rr-quirerient.3 of these apea.• fications in regard to "fL~I.nf.'oreing Stool". Tl:a si;ea end :imansions shall be as shown on the plans. Construction Y-johudsa a. Excavations The Contractor ohall do all excavation required for the s aF-Ms;7KRugh whatsver aubstances encountered, and to the dimension and grades al own on tlo plans or required by the site condi- ticnea All ahafts stall be bored to witlSn a tolerance of two inches of the alignment shcwn on the plan..i. The bottoms of,all be excavated so as to form a bearing, area of the required aice and sl.ape shown on the plans. Shafts may be excavated either by hand or by mechanical methoda. The plans indicate the expected depths and elevations at wl•ich satisfactory bearing material will be encountered, and this information will be used as a basis for Ue contract. If satisfactory foundation materials are not enncountered at plan elevations, the footings may be rained or lowered as determined bi the Engineer, alterctions in plan depthe'being made as judged proper to satisfactorily cor:ply with the design requirements, Where changes in the lengths of shafts are required, they ohall be made as directed by the Enpineer. Paye,e::t for the altered quantitiea of the 'completed work consequent to such changed dimensions shall be made. Casings will be required for shaft excavations when such provi•. lion is necessary to precont caring of the material, or wl.en necessary to shut oft seepage water. Caainr3 stall be of natal and of ample strengthto withstand handling stresoes, tte pressure of concrete and of the surrounding earth or backfill materials, and shall be watertight, The inside diamater of casing shall be riot lens than the nominal size of shaf ti otherwise~ the size of casing and the size of drilled excava. tion in uh ich the casing is to be placed will be left to the discretion of the Contractor. No extra co;qngnsation will be allowed for the concrete required to fill an oversize casing, or oversize excavation. Any excavation for the shafts beyond the lines required by the plan dimensions, wlere casings are not required, shall be backfilled with Class "A" Concrete at the Contractor's expense. Where casings are used, the Contractor will be permitted to backfill around casir_3s with pea gravel or other naterials acceptable to the Engineer in order to permit ease of casing removal and at the samo time reduce the excess concrete required to fill the shaft due to the size of the casing. If casings are removed they stall be withdrrwn as the shaft is filled with concrete, or immediately following the concretsing operation. If the casing is removed in sections as the concreting operation pro.. Fresses, a concrete lead of at least two feet shall be maintained above the bottom of casing. Extreme care stall be taken to pull the casings in a truly vertical direction in order to prevent distortion of the shaft. If any upward movement of the concrete occurs inside the casing at beginning of pulling operation or at any time during pulling, pulling shall be stopped immediately and casing left in place. Vaterial excavated from shafts and not used in the backfill around the completed bents or piers stall be disposed of by the Contractor. At the time concrete is to be placed, the excavation shall be free from accumulated seepage water and all loose materials ren;oved from the base area. The Contractor ehall provide suitable access and lighting for the Engineer to inspect Lhe completed foundation excavation and ct,edk the dimensions and alignment. At any time when a person is in the hole, provision shall be made for pumping fresh air to the workmen, and azor required lighting shall be by electric lights. Any mechanical equi ment used in the excavations shall be operatiod by air or electricitya, he use of gasoline driven enginus placed in the excavation for pumping oil drilling will not be permitted. be".Bainforoing Steely The reinforcing steel unit for the shaft consisting of longitudinal bare and spiral hooping or lateral ties shall be completely assembled and placed into position as a unit for shafts or 36" diameter and less. The longitudinal bars shall be tied to the spiral hooping at intervals, not to exceed approximate 18" centers, and such tying shall be staggered on the various bars in order to provide a rigid unit. Bars shall be tied to lateral tie bars at all intersections. The lower end of each vertical bar si.all be supported upon a suitable precast concrete spacer block. Side spacer block of concrete stall be used at Suitable intervals along tto unit to insure accurate spacing for the entire length of tte shaft. rRrnerally, the reinforcing steel unit shall not be plated ~Antil immediately bofore the concreting operations are to be started. c. Concretes Preferably concrete ei.all be placed immediately after all excavaT Snos complete and reinforcing steel placed. Concrete placing shall be as continuous as practicable fron the beginning of placing in tho bottom to the top of shaft or to construction points as may be indicated on the plans. Time intervals will be allowed for rodding the concrete being placed, for pulling casings, for placing .forms and other operations necessarily crrried on in sequence with the placing operations. , Concrete shall be placed through a suitable tremie tube to prevent segregation of concrete materials and unnecessary splashing on the rein- forcing steel cage. The tromie shall be made in sections to permit the discharge end to be raised as the placement progresses. The maximum allow- able fall from the end of tremie for the concrete will be five (51) feet. Wherever a cooing is used, the casing shoold extend sufficiently above the grade of the finished shaft to provide excess concrete to be placed for the anticipated slump due to the casing remove,l. 'Mort a cap block or groundltne strut. i.a shown on the plans to be placed a'o the top of the drilled shaft, and the cap or strut is shown to be placed monolithic with the drilled at:aft, a time interval will be allowed for placing the required form and reinforoinc. after any necessary casing removal. After placement is completed, the top surface shall be cured and any construction joint area shall be treated as proscribed in these specifications under "Concrete*. Measurement and Pa mentt Payment for "Drilled and Cast in Place Contra a Sa ton arAlTbee inoluded in the lump sure price bid for the eontract.4 Payment for extra lengths of shaft over that shown on the Plans, shall be made at the unit price bid per linear foot of the spoolfi©d dia:. motor of shaft. The foregoing described unit prices stall be full compensation for making all excavations, doing any necessary pumping, placing and removing any required casings, furniahing and placing all concrete and reinforcing steel, all bi ckfilling, and furnishing all toolsp labor, equipment and incidentals necessary to complete the work. END Of SECTION a RAILING Descr__iip~t__i__on% This item covers the furnishing and installing of railinF,7o~e installed along the edge of tLe sidewalks as shown on the Planw. Railinra shall be constructed in accordance with the details shown on the flans. Installationt Railing shall be installed to the alignment and grade shown on the Plans,. Railing ahall not 6e placed until after the felsework for the slab has been released. Stainless steel anchor bolts (nuts and washers) ahall be embedded in th~i concrete, as detailed, for anchoring each post to the slab. NNUETE RIHAP 0eneralt A five (51) inch concrete slab shall be poured under the bridge. Limitss an~etails of the riprap are shown on the Plans. The riprap shall be constructed of 2500 p.s.i. concrete. Constructions The channel excavation will be performed by the Owner. The channel ~slop'e to receive the apron, however, shall be smoothly and evenly graded to the prescribed elevations and grades by this Contractor immediately prior to placing tie riprap. All areas requiring fill to restore to prescribed grade ahall be thoroughly compacted. The riprap slab shall be poured in strips, the width of which shall be such that the concrete in any one strip will not be allowed to lie in place for more than one'hour before the adjacent strips are placed. Imme. diately before placing concrete, the subgrade to receive concrete al.all be dampened to prevent too rapid absorption of moisture from the concrete. Yeasurement and Pavmantt The concrete apron will be paid for at the unit pr ca d per square yard of surface area of concrete in place. This price shall include such riprap, fine grading as nacessary, concretes reinforcing steel, finishing, evrinb and all other items neeeseary,for completion of this item in accordance with Plans and Specifications. END OF SECTION MEASUREMENT ADD PAYMENTS Lump Sum Items The lump svm price bid for items in the Proposal eYall be u compensation for all work, materiels and equipment, all superintendence, services and expense of every nature necessary to com- plete the bridge ao shown on the Plans and described in the Specifications. Add or Ded t Itgmst The add or deduct items shown on the Proposal are Items , , and 5• No apeoific need is known for these items, and if no changes in quantities sore necessary during the progress of the work, then the lump sum priau shall o onetitute full payment for the job. ~-9 In the event, duo to tm;orseen conditions, it becomes neceasery in th;: Engineer's opinion to hake changes w}.icli would result in either increasing or decreasing a quantity from that shown on the Plans or described in the Specifications, then as adjustment shall be made to the lump sum price for vch increase or decrease in accordance with the unit prices bid for Items 3, bs and 5. The unit price bid for Items 3, h, and 5 in each case shall be based on furnishing and installing the item as described. END 01' SECTION 1SO ~f ;r of the Contractor. No extra compensation w 1.7 1 lc,,i ,ha concrete required to fill an oversize casing or overc'i: cr.v..ictie Any excavation for the shafts beyond the lines required by the plan dimensions, Were casings are not required, shall be backfilled with Class "A" Concrete at the Contractor's expense. WhItre casings are used, the Contractor will be permitted to back-fill around casings with pea gravel or other materials acceptable to the Engineer in order to permit ease of casing, removal and at the sare time reduce the excess concrete required to fill the shaft due to the size of the casing. If casings are removed they stall be withdrawn as the shaft is filled with concrete, or immediately following the concreteing operation. If the casing is removed in sections as the concreting operation pro- gresses, a concrete )ead of at least two feet stall be maintained above the bottom of casing.. Extreme care stall be taken to pull the casings in a truly vertical direction in older to prevent distortion of the sthaf t. If any upward movement of the concrete occurs in the casing at beginning of pulling, operation or at any time during pulling, pulling shall be stopped immediately and casing, left in place. Yaterial excavated from shafte and not used in the backfill around the completed bents or piers stall be disposed of by the Contractor. At the time concrete is to be planed, the excavation shall be free from accumulated seepage water and all loose materials rer.oved from the base area. The Contractor shall provide suitable access and lighting for the Engineer to inspect the completed four►dation excavation and c).edk the dinensionA and alignment. At ary time when a person is in the hole, provision shall be made for pumping fresh air to the worknen$ and any required lighting s).all be by electric lights. Any mechanical equi?ment used in the excavations shall be operatiod by air or electricity* he use of gasoline driven engines placed in the excavation for pumping oil drilling will not be permitteds b.''.$e1nfor,gjjM_Ateelt The reinforcing steel unit for the shaft consisting of longitudinal bars and spiral hooping or lateral ties shall be completely assembled and placed into position as a unit for shafts of 36" diameter and lose. The longitudinal bars shall be tied to the spiral hooping at intervals, not to exceed approximate 18" centers, and such tying shall be staggered on the various bars in order to provide a rigid unit. Bars shall be tied to lateral tie bars at all intersections. The lower end of each vertical bar al.all be supported upon a suitable precast concrAto spacer block. Side opacer block of concrete akall be used at suitable intervals alone t}.ta unit to insure accurate spac'ar for the entire length of tYe shatt~ benerally, the reinforcing steel unit shell rot be placed until immediately before the acncreling operations are to be started, c. Concretes Preferably conoreto stall be placed Immediately after all excava`Hlon Ms complete and reinforcing Pteel placed. Concrete placing shall be as continuous as practicable from the beginning, of placing in the bottom to the top of shaft or to construction joints as may be indicated on the plans. Time intervals will be allowed for rodding the concrete being placed, for pulling casings, for placing forris and other oporations necessarily carried on in sequence with the placing operations. Concrete shall be placed through a suitable tremie tube to prevent segregation of concrete materials and unnecessary splashing on the ratia. forcing steel cage. The tremie shall be made in sections to pei- it'the discharge end to be raised as the placement progresses. The maximum allow- ablo fall from the end of tremie for the concrete will be five (51) feet. Wherever a casing is vied, the casing should extend eufficiently above the grade of the finished shaft to provide excess concrete to be placed for the anticipated slump due to the casing removal, where a cap block or Proundline strut is shown on the plans to be placed at the top of the drilled shaft, and the cap ar strut is shown to be placed monolithic with the drilled skiafti) a time interval will be allowed for placing the required form and reinforcing after any necessary casing removal. After placement is completed, the top surface shall be cured and any construction joint area shall be treated as prescribed in these specift.cationa under "Concrete*. Measurenent andPaymenti Payment for "Drilled and Cast in Place Conore .e a e ' stall be-includ.ed in the lump sum price bid for the contraot.i Payment for extra leagti:)s of shaft over that shown on the Plans) shall b9 made at the unit price bid per linear foot of the specified dia- meter of shaft. The foregoing described unit prices stall be full compensation for making all excavations) doing any necessary pumping, placing and removing any required casings, furnishing and placing all concrete and reinforcing steel) all backfillinFj and furnishing all tools) labor, equipment and incidentals necessary to complete the work. END 01' SECTION 7'P N ;tAII1N4 Descri__ppt__ii~o__nn~t This item covers the, furnishing and installing of railing to to Ustalled along the edgn of the sidewalks as shown on the Planer. Railinre shall be constructed in accordance with the details shown on the Flans. InsU llationt Railing shall be installed to the alignment and grade shown on ieTs. Railinp; l not be placed until after the falsework for the slab has been released, Stainless steel anchor bolts (nuts and washers) stall be embedded in the concrete, as detailed, for anchoring each post to the slab. f 2ONCRETE RIPRAP Oeneralt A five (4+) inch concrete slab shall be poured under the bridge. Limits arnc ?letails of the riprap are shown on the Plans. The riprap shall be constructed of 2500 p.s.i. concrete. Constructiont The channel excavation will be performed by the 0•+ner. The channel-slope to receive the apron, however, shall be smoothly and evenly p,raded to the prescribed elevations and grades by this Contractor immediately prior to placinr tie riprap. All areas requiring fill to restore to prescribed grade shall be thoroughly compacted. The riprap slab shall be poured in stripe, the width of which shall be suck: that the concrete in any one strip will not be allowed to lie in place for more than one'hour before the adjacent strips are placed. Imme- diately before placing concrete, the subr,,,ade to receivo concrete stall be dampened to prevent too rapid absorptir•n of moisture from the concrete. Yeasurement andPaymentr The concrete apron will be paid for at the unprice bid per square yard of ourface area of concrete in place. This price shall include such riprap, fine grading as necessary, concrete, reinforcing steel, finishing, curing and all other items necessery,for completion of this item in accordance with Plans and Specifications. EZ OF SECTION WSUMENT AZ PAYMTr L_ti_my SuumItte_m_i The lump sum price bid for items in the Proposal shall emu compensation for all work, materials and equipment, all superintendence, services and expanse of every natu.-e necessary to com- plete the bridge as shown on the Plans and described in the Specifications. Add or Deduct t The add or deduct items shown on the Proposal are Items , ,and 5. No specific need is known for these items, and if no changes in quantities are necessary during the progress of the work, then the lump sum price shall constitute full payment for the job. ~y ~ •a In the even;, due to unforseen conditions, it becomes necessary in the Engineer's opinion to hake changes which would result in either increasing or decreasing a quantity from that shown on the Plans or described in the Specifications, },hen an adjustmcnt shall be made to the lump sum price for s-ch increase or decrease in accordance with the unit prices bid for Items 3, 4, and 5. The unit price bid for Items 3, hj and 5 in each case shall be based on furnishing and installing the item as described. END OF' SECTION SO i. PL%NS AND SP) {IHCAT1vlrS it);( TEL WNbL%UU1l j.i Ul SYl,i,i•;iltL ST.tUT 3.LFLOL 111LS Ti ItE UPL.IiIj AT 1.0s00 1961 .LLi;;J~uI• rr~. 1 t!IANOE DETAIL B) 11AGv, 6 uF PLAIJS iv Tu iATAU,ru 5ILl,T BIDIZt SPAIL v4;Lfu~c LLCEIFT ul• IIDDBc ;LU,, i;0. 1, Iir '111; SPACE KfuVIl1EU 111 11h Pi&,PUSAL %A PAGE J• xv. 0„ t , ~ - (no stair) O O O W, 00 C 6" 20 /A H beam weed ii" f /ale 78" bolts Badye w/washers 1 rhea dolopil supersedes QeAoll8 ds s/iown on Pd9e (o of e S a. are S/., Peeao Creek grudge consfructian P/aHS, itr of Oello". M96-WARRANTY I7t.Fn=d'ith Sinlde, Joint end Wife's Sepuete Acknow'edgmente MARTIN St,tlonery Co, tlallaa 3 '!CIIE STATE OF TEXAS, Denton,.. I,.noiv All AIeii By These Pr(eiits: County oL That we, Mrs, M. J. Bell, a widow, Cleo Huggins, a widow, Jack Bell and George Bell, not joined herein by our respective wives for the reason the hereinafter described property constitutes no part of our respective homesteads, of the County of Denton , State of Texas for and in consideration of the sum of TEN and no/100 ($10.00) DOLLARS and other good and valuable considerations, to us in hand paid by the City of Denton, Texas, a municipal corporation, the receipt of which is hereby fully acknowledged, I I bave Granted, Sold and Conveyed, and by these presents do Grant, Seli stld Convey unto the said City of Uenton, Texas, a municipal corporation, of the County of Denton , State of Texas all that certain lot, tract or parcel of land situated in the City of Denton, Denton County, Texas, a part of the Hiram Sieco Survey, Abstract Not 1184, and being a part of.tract conveyed by LeRoy Huggins, at ux, to Mrs, He is Bell, by deed dated July 7, 1957, recorded in Book 371, page 638 of the Deed Records of Denton County, e'exas, and being more partivularly described as follows: BEOINNINO at the northeast corner of tract conveyed by LeRoy Huggins, at ux, to Mrs, Me J, Bell, said corner being the intersection of the - south line of Feet Oak Street and the west line of Blount Street; THENCE South with the east line of tract conveyed by LeRoy Huggins, ryet ux, to Mrs, Me J. Bell, 115 feet, a corner, said corner being the southeast corner of said Bell tract; THENCE West with the south line of Bell's tract 17 feet, a corner; THENCE North 3.15 feet, a corner in the north line of the Bell tract and the south line of East Oak Ctreet; THENCE East 17 feet to the place of beginning, said tract being the East 17 feet of the tract conveyed by LoRcy Huggins and wife to Mrs, M. J, BptS, I CERTIFICATE OF RECORD THE STATE OF TEXAS 1, A. J. HARNE9T, Clerk of the County Court In and for said COUNTY OF DENTON county, do hereby certify that the foregoing instruffv t of writi ng, with its certificate of authentlea- ' I tion wa/y~y~ ed for record the.... Ida o.....,... ........r..... A.D., 1".A&., a We M., and duly recorded the ..,....da of ............r.,......L`.u at/Q, X's-7 I o'clock ...G[..I..M., in Volume.03........ page....... ~.7......, of t e..! _ Records of Der ton County, Texas. Witness my hand and seal of office a Denton, Texas, the day and year last above written. A. J. BARNETT S B eputy Clerk of the County Court, Denton Co., Texas V ~J TO HAVE AND TO HOLD the above described premises, together with all and singular, the rights and appurtenances thereto In anywLm belonging unto the said City of Denton, Texas, a municipal corporation, its successors **6 and assigns forever; and We do hereby bind ourselves, our heirs, eaxutors and administrators, to Warrant and Forever Defend all and singular the Bald premises unto the Wd City of Denton, Texas, a municipal corporation, its successors *a and AsalgtU, against every person whomsoever lawfully claiming, or to claim the same, or any part thereof, i j I Witnessour panda at Denton, Texas, this 28th day of Novembeir , A.D, 1961 tnesia at Request of Crantorl (Witness ess the signature'of Mrs. Mr M. ~....Sel1...at...~ser regtletlt.~ ~...k~A..~1.~ . x l , . . . L THE STATE OF TEXAS, COUNTY OF..._ U Y BEFORE NNE, the undersigned au+bority, i la and ~fa _..__......_r said County, Texas, on this day personally appeared. . . .Ci.ea...HuWns.e....J.ack...Bf? 1 I.. a cid...,Gaorge... B.ell....._ known to me to be-the personA..._...whose name$.... aKC........... ub;aibci ie the ioregoing trnl,ument, and acknowledged to me that _r .be. .._.t:►cuted the some for the purposes and consideration ll:ireln eure• cd. GIVEN UNDER MY BAND AND SEAL OF OFFICE, This _LBth......... . of At?r....Fle .M.`XA.D, w..61.• (L. S.) Upp~ in 4k0E HOPKINS, Noss.. *k&44 .f _ . In and for Denton Cos Notary Publ1c.._......_.DAI1tQI0...... ......................County, Texas 1y Comnta$oo Eap'• My Commission Expires Jusa_.._l r3 t l9.. 63... I I I SINGLE ACKNOWLEDG31F.NT THE STATE OF TEXAS, BEFORE ME, the undersigned, a Notary PubLe, COUNTY fJF....... DENPON_...... : in and for said County, Texas, on this day personally appeared . ...............Mrs M...:J......Be.ll...... known to me to be, the person...... whose name iS............ subscribed to the foregoing instrument, sad acknowledged to me that executed the same for the purposes and consideration the in expressed. DD GIVEN UNDER MY HAND AD SEAL OF OFFICE, 't his ....I+l' . ouRp ro. '0;. A A. D. 19..61 ' (L S.) GEORGE HOPKINS, Notary ?4kilf Natar.y...Pub.lic.e.... D.e.nton....CwAty.a..,Te..xas . In and lot bontoa County, Tau. My Commission Expires ]una 1, 1969 j . BEFORE ME, the undersigned autbority, COUNTY OF In and for said County, Tens, on this day personally appeared......... . ._.......«...._._...,.._W..W_ _w» . .............._.....and............ .............w._.W_..._W.._.._......_............_............................_._...... his -aife, both known to me to be the pep ins whose names are subscribed to the foregoing Instrument, and acknowledged to me that they each txKuted the same for the purposes and consideration therein expressed, and the sold wife of the said._..«.................. ....having been examined by we privily and apart from bet husband, and having the same fully explained to her, she, the sold .1. . acknowledged such Instrument to be her act and deed, and she deckM that $be had willingly signed the same for the purposes and consideration therein expressed, and that she did not wish to retract It. OIM UNDER MY HAND AND SEAL OF OFFICE, This.. .........................day of..._ A.D. 19............ (L S.) Notary Public. ........................County, Texas My Commission Expires June 19............ THE STATE OF TEXAS, . 1 County ~~f the Count ourt of sal County, do berth certify that the foregoing Instrument of writing dated on the i day of , A.D. 19 with Its Certificate of Authentication, was filed tot record In my office on the«« .._..day , A.D. 19._'.Nt.AWMs Ic oc &.-M in the and was Records odulyf mid Ccorded this...... day of D. 1 ..t11 !it.. ~ . ' unty, in Vol- on Its - . lock... WITNESS my hand and sear of the County Court of sold County, at office in ..............~G ; ...............................................................................................................the stay and year ,jut above written. II ~ Clerk County Court.......................... ...................County, Texas. iL. S.1 By. CST.- Deputy. i b f iy t Irv I m s i I o om3 10 E7 ~ ~ 6 i i e THE STATE OF TEX4S COUNTY OF DENTON fife D. 11. Shelton it THIS CONTRACT 161ADZ AND ENTERED INTO by u:1 between the City of Denton, hereinafter called "City", and and rl'iq Ih e~t~n hereinafter called "Owners", is to witness the following: WHLPMS, said Owners delre to have constructed 11p05 the hereinafter described premises Improvements on Bald premises and on the street abutting and adjacent thereto, In accordance with standard city specifications now on file in the office of Director of Public Works of the City of Denton, which specifications are specifically made a part hereof. Said Improvements shall consist of grading, tarstructlng and laying pavement consisting of • 211 1 of l*ix as1b lti.c concrete povere^t on a flu lime stabilized base And curb and patter irproverents to be Installed and constructed by the City of Denton In compliance with Owners' request. Bald improvement, ors to be made by doing above described work and furnishing the materlal thetrefor on the street abutting and adjacent to the following described property belonging to Owners In the City of Denton, Denton County, Ttxu: • 1.ot 0y I'lock 377-n As sho,an on tie official qty ?rap of the City of Denton] Texas. I Kendolph Bald paving to be laid on . . . . _ Street 1.3 Denton, And to extend to the mlodle thereof. . NOW. T810tVOR11, City befeby agrees with Owners that It will, without unnecessary delay, construct old above described paving on Bald Abutting gad adjacent street. Worming all the labor and furalshlag All the material asem"ry to be used, and paying ail espouses lncldeal to such labor, and the farnlddrif of such materlal. In oonsidaratlon therefor, Owners agree, bind and obligate themselves to pay to the order of the City, of Denton. Team, the sum m follows to wit: xxxxx3E~xxxjl~x~rdtx~cle~I~wo>~kutautrK lrvcpcExxx x:wrac~axa~c~~uruYSFCeca{wumcalc~c~>blcxoc aejf+omummlwamt ~~w~om441g~ jfl0[1btM0U114704Cdt1t111>l~t191400111tO1 «~laclo~ewnaarnc~mmc>lmc~wc>Mxx+mc~mucx~tx To 7211!120._ 1~{p(7{ptJ= In p410 in !tilt Within 30 days after completion of work for 1........... or a deduction of unearned latent will be made for furl papmeat any time thereafter. To secure, the payment of mid lodebtednam Owners hereby give and grant a mechanic's and materlataua's lien on ratd above deseribod property, And All buildlrgs and Improvements now thereon, and which hereafter may be placed thereon. Further to secure the payment d said Indebtedness Owners hereby grant, baritaln, sell and convey mad above described premises to the City of Denton„ its suooewors Lad aadgns. TO HAVE AND TO HOLD SAID PRUGSi6, together with all and singular the rights, bereditameots and appurtenaaces now or hereafter at any time before foreclosure hereof In aayWbe Appertaining or belonging thereto, unto the City of Dmton, its successors and malline. If said lndebtedase be paid, principal and laterest, amidlag to the terms of this contract, and of any note ropeewating sold Indebted- DAN. a of any renewal and extension or partial renewal and extension thereof, then this conveyance ,hall become null and told, and this lasted. VMS shall be released at the cat of Owners, but In ease of failure W pay mid Indebtedness cy any pArl thereof, prlntlpa or Interest. When dus, Owners hereby fully snthortu and empower end City of Denton, Its successors imd mol=es, s4t1nl for Itself or themmlva, or by Lad, through attorney or Wall to be Appointed In Writing by it or by its sdeemeore or smigna. at any tlma`aftle default to soli mid property to tha hlgleml bidder for cash, at the place and lit the manner and after giving notice m required by law in making ales under deeQls of trust. h Is Agreed 1j'44 If such atloomeof or sw'Snn be ► eorporatloe, an attoner of steak to sell said property msy be Appointed by the President or any Visa tratosnt of the corporation, the appointment to be attertW by Its Secretary cc, any Assistant Secretary, Of by Its Omhlsr, a any AssloUnt Cutter. In the "at of and After IWO m Aforesaid, the City, its successors or arIlIck Its or their attmery or agent, acting under ap- polalms ll as aforesaid, dell make Lad deliver to the purchase r of ea:d premises a deed conveying said property In for simple, and shell receive tha peoasde of mid ssle, to be applied AS follows: net. to the payment of the proper expeams of making the sorb; Owned. to the payment of aaN lndeble OK IOgeMer with all Interest soon 66 thereon, and the remaladet, If any, to be paid to the Owners or their malima. It V Agreed Shat the bolder of mid indebtedness at the Mme of such foreclosure shall bava the right to became the purchaser at such mill It he of It be (M hlgher4 or beal blaster. Owners bind thasnasives that they will surrender to the purchaser at such We Immediate control Aid 000010Oh of Mid POW V purchased by rich purehame, and Id "'suit thereof, they shah be tenants At suffevana of such purchaser, reeeveabta At the IattMe *lit by forcible detafoer praeedinge, Of by any 'Other :egal peocadinp. In the event of the death. Inability. refuel, W Eatlure at ally attorney or 14051 Appointed u Above provided to Act. the voider of seid endebtodnem may Appoint another agent of Attorney Withevl may other forty"ty Mae a designation In welting, and a reoltation therein of the ear v for the subsequent appoinemeal shall be ledtee by Arlr And an courts is peims fate evidence ad the fool, sad fuoh rMtel A ell be aooepted as proof thereof. Should Owners tall to SAW sad "hails say of the Abuse tatted Agrej oleat, therwpait eng owner of mild Indebtedness at the time of such default. a Its or hb •41YAe, kmay deelW all the lalebledsesa then Well, tOpthas' Wirt PAIVed laterssk, due and arable. And oast proceed W foreclose such Iles jot 11!11 =An" alcove provided of by fareelows suit, This eon!:eol b aefuted gad delivered before any labof or material for the construe- lion of aid Impreremeot• bast been performed or furnished. WITHIN OVH SIOHATVM. tab the day 51 °R r Qa1 rP8F_ 1 r 61 10 ~ti t f ~ t t. 1 THE STATE OF TEXAS COUNTY OF DENTON Before me, the undersigned authority, a Notary In and for said State and County aforesaid, on this day per- ' sonally appeared D. J. `.helton . known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consider- ation thefeiAj 4tpressed. L zGtA even under my hM1d and seal of office this the day of . 6/..~....Q.-(3..... 1D 4p~ Notary Public In and for Denton County, Texas THE STATE OF TEXAS COUNTY OF DENTON Before me, the undersigned authority, a Notary Public In and for said State and County aforesaid, on this day . ti. personally appeared ...,_...----aria Shelton. wife of D Shelto-r.__.._- _ , known to me to be the person whose name is subscribed to the foregoing Instrument. and having been examined by me + privily and apart jxoWhe`,pusband, and having the same fully explained to her, she, the said Ma elnon _ acknowledged such instrument to be her act and deed, and she declared that the had,41113ngly, elar:ed the same for the purposes and consideration therein expressed, and that else did not wish to retritt it.- Given Under my harm and seal of office this the X &tAday of _ Q~..G..TO... 6.~ , 1010]. t 1 7YPi Notary Public In and for Denton County, Texas ~I y ~ 0i i ' H y CERTIFICATE OF ASSIGNMENT FOR VALUE RECEIVED, the City of Denton, Texas, does hereby assign the foregoing Mechanic's and Materialman's Lien Contract and the indebtedness and lien end remedies for and enforcement extended thereby, without re- course, to Denton Federal Savings and Loan Association, or Assigns. a. THE TY OF DENTON TEXAS `f ;y ATTEST, By ` Mayor a C ty Secretary INSURA CE COMPANY Glens rule, N. V. A Stock Company 543985 NOTICE OF PREMIUM DUE eor,d N„mbe,- and VERIFICATION Of BOND COVERAGE Eugene Blagg Principal for Insured on Blanket, Schedule or Forgery Bonds) .Denton, Texas City of Denton, Texas Town or City, State or Province Obligee (Omit if Blsnket,Sched.i t or Forgery Bond) House Zovers Bond Type wr Bond Trezevant & Cochran, Dallas, rexas I B & H Insurancd Agency, Denton, Texas office and Agent Coda Agent, Sub-Agent or Broker September 271960 September 27, 1961 Premium Period 'from on~~r.r to {mil PREMIUM $ tf Installments, Payable as Follows: $ lu Installment If this bon.. is no longer Herded, please have the appropriate release $2nd Installment executed on the reverse Side of this 3rd Installment notice and return it to the company. This Is to verify that the bond described above remains In effect, in the amount isl stated therein, subject to all Its agreements, limitations and conditions. Plaistow «ra:S~t ..•we. ev.Il• aa► 4e $UH$TITL".IeION OF AVTOMOHIM pgxl~iN CABS, rue This Indorsement forms a Port of policy No. _ 95557 Issued to _ PIONEER CASUALTY CW1lPANV by the at Its Agency (Marne of Insurance company) I f BRUARY 2&0 198 See AsseeJ<a, Teru baled (city and slate) and Is effscllve from 117;01 A.M. Standard Ti t ('the (afssena9ee above is required only vrbee No esderseeaeaf to Issued suboequent to proparaeoe of the "UcyJ Tlul endorsoment forms a part of the policy to which allachod, ullodive from lie dote of lssw unless otherwise stated hotel", It is agreed that oil of the eflective date hereof the policy Is hereby amended lit the Ivlsowlnq particulars: To oven ent;lka)ioe Number Yedt Body Type; Truck Sire; or Serial Number Model Trade Name' Model Tank Gallonage Capacity, ot« um t of Due Sealpnq CapocNy at r_ M !Ii~Nkads+Y aedNNsi altakA N fits "Hey sue app►BeedrG N d& NdarNs"It lstel.aA oil Type; Truck 61:e; Idanttltaadnn Number Body Mo~dt1 at Serial Number Trode Name Model Tank "]*no" Capacity) Motor umber or Bus Seating capacity 1991 FOR!) rX I e B M By - uthorirN Reptelanlallrel Pouf l-IUMiitiMlON or A(ITOMOsis yettM kesdmt AeleseWN lEsdeeeeeseel ISevksrd AtstS t, tNS gay a ro oe 0 K~ a A 0 00 n RAMEY INSURANCE AGENCY ~.n.ro~Jnearane. MARVIN RAMEY ED WHITE SAS MORRIS ILDO., DDITON, TUAS ou"M 4.901 July 11,1961 City of Denton Denton, Texas Gentlemen: Res Sidewalk, Curb and Gutter Bond 1188141 Frank P. Ables, Assured Mr. Ables has informed us that he desires the captioned bond to be cancelled, as of July 14, 1961, the Anniversary date. Will you please return the original bond to this agency, in order that cancellation may be effected? Thank you very much. RAMEY INSURANCE AGENCY ~oBRS of t, r1 ~ O = tow" 0 IlAffailClllN SUM?'rl' ; 01 SAAC1I10IC NATIONAI. CCPA/PANT u41 IK'lttl? I1VSU11ANCI? CO. C4 ,%50n HENRY O. SHEEHY, PRESIDENT DALLAS BRANCH CIMCE ADMINISTRATIVE OFFICES • 100 BROADWAY, NEW YORK S, N. Y. 1503 FEDERAL STREET DI. SAS L TEXAS - TEL, RIVERSIDE 14841 OILELR L. BAER. RESIOENTVICE PRESIOENT May 26, 1961 Certified Mail J. R. ADAMS. MANAGER Re: Bond No. 867201 - R. V. Starnes, Denton, Texas -to- Mayor, City of Denton, Texas - Master Electrician's License Bond $1,000. Renewal date 7/22/61 Honorable Mayor City of Denton Denton, Texas Dear Sire The bond described above will have its anniversary on July 22, but the agent through whom this business came to our Company no longer represents us. It is the desire of Pacific National Fire Insurance Company, therefore, to termingte our liability under this bond and this letter will serve as our notice of such desire. Please acknowledge receipt of this letter on the enclosed copy, advising us if we may consider our liability termi- nated or, and after 7/22/61. d business reply envelope is enclosed for your otnvenience in replying. Yours very truly, Pacific National Fire Insurance Co, y By, Schoonover Bond Department Has June 2, 1961 Ramey Insuranoe Agenoy, 306 Morris Building r Denton, Texae' Dear Mr. Ramey: Ae, re'quested in your letter of May 30o 1961, we are returnil g r' a; herewith Sleotrioian'd bond for 0. 0. Dobbine. r r r ' ' I 'Ve4lruly yaurep . r • , 1 1 ' 116 L D. Dtttttti ll.: IF try"' OL ~~J~4(.fls ~r~1 I 1 ~r rfi I,¢; ~ J,'t t J r rf . t4~ sc\y" 7 rr Sib ]In}! J~~`,4{ S r ~ ;i\, 1, .4• ' M~,} ,r, , r , s, err ~,r ! r y~, I . ''~'s r ds' `s 3''.. S rJ9 I r / i r' .r4 s;s J r ~ J v siI } rt kJ ,t } v1 tt ~ • Ir r ~ w r~..l 3 r-~ r. I ~7 ~ ~ i li ~~~r~~ ~ r c 1 ~ r ' .l 4a S~ ! ' ~ a;, ! r r r' . rr e jXrF r t er rt { , ry S ! x' tl r r rjt } + J • ~..~j~r y ' ( OS ' ` y ry V : t i r ~ 1 .a t . 't i 1 ~ ~ i J i i r J x rSr r;lig}s Jyf stir fir's f r Rs r!` r 't {i ~'~1'r ,~'r 't'. b tf1 C ~ ' .~r lit rl r r,• rvy.' v r ,;ter J ! - r <Tw ~ 0.` ' t e a t + ~ x Q~ Fl r V S `p ~ p. 1 S 1 v ' t ` , ,r d ~ s ` 1 r 'a ~ ' ~y y 1 ~ ~ _.JJr~~ r t' Y' rP u F ' r, ! ~a J ~ , 1 r V r r~ i S F r ~ I I r s~ i' 1' r r ' ~ [ r s r J ~ ~ ' _ C. F r:..S _ :r i r r., r r ' r s: 01 i x r' fir! f rw, r'yt , J . V J ',r~ r~ f r r r' .Y di t' r""4a ^r`' .t 4 eiy v r . :r r -r~.Y 4 ` } r it . 6 r t. r 1 S _r 6 + 1 Y , r i t y, w I,tAY~r r, ' I. { i If r 1 f. r ' J i t Fes' `ate r \Jdy r ' Ir~F,.\ ! r 7". 1 r1't r } r J ~t a 5ytr~ 1..• 1'~' rra r• , r. vi YJ t r r 3 a J` 1 - ' 1 I Ramey Insurance Agency T0~ IAUNT 306 Morris Building • Phone DU 2-9041 " Vol Folso. DENTON, TEXAS May 30, 1961 City of Denton Municipal Building Denton, Texas Gentlemen: Res Electrician's Bond #.129929 C. C. Dobbins± Assured Mr. Dobbins has informed this agency that he does not wish to continue his Electrician's bond after expiration as of June 18, 1961. In this regard would you please return the original b8nd in order that it may be caacelled. Thank you very much. x7I~1SURANCB AGENCY Amcrlcan General ~r :M n, d a v: ARMEN r f 1 January 25; 1961 Pederal-In'euranoe Company Chubb & Son Ino.', Manager 175 Keet, Jaokeon Boulevard t 0hioag6 4,'Iilinois Bond 8001-56-06 Natkin dc'Company Plumberts Bond T~ u,' r ~r $ixe , , 1 atiirj~ > ''Xou atr hil b relieved from t4q 06vs• gaptidusd `bond ~ 3 , r~~ ~is'4f •thi~ date., T4i lvil~~Al~ 1 ~ 4 r18,ry 'ti~ul~► Yau~~1 a" L r . r. ar '~i ! _ 1 T IS 5~~~.Y ry r r Y tr„ ~ R 1 1.~ rl ~•.1 Ile `7} ♦ yea ,y. { r F „ l Siordt8ry r ,tr 'e y t r r ~ 54 FS r~d Y°t ~d y'~~ 1 .f t J ! 1 r Ea Zi Yl wrA e u Cdr r j.` f r r. a~{i rw! i{ i r 3 a .4 ~t r , ~ 1 . ;16 !Pj" 1 {r ~ 1 L! • 1 1. E Ifi K .,y t J:. ! ~ 3 r r r ,1 t ~ 1 4 L f ~x }y• tA. a ~ ~'i rr Y' ` R l • 1 ,1 1 ~ f ~~41 ,fir l1 ~ Sr / ~ ~ Ir a t~ rr ~ • ~ 14 V rrY S. ' 1 tr • nS♦ 1 i a~ f ! f ~ „ .t Y 1 rlN }~'1 r•r , Y { i s r PS i f' r . o ! i,t •~r Y~ r(qi da a { r A Ilrr 4 L 1 Y, 1 413.5 41 S.S 1Y I,M~'} .•11A~ 1 T .'1 y' , r• L 1 j it 10 •4 ,t i1. h' o i,•,`~ • 1~ of . t r { ~tir`•f 1, eo 11 r n~ 1 ttr 3. 1 3 t y a A ITr 4 i ' r.r •Il i.~;. yr, 1 r 1~ a r t t ~i a ~ 1 t L" , 6n,r y r-t' ~y 1 3 ~ Y ~{Yi ,i f t .I rl I ~ In ~ra4 St~~l ~Tr ,C h r tilr Y . i. rigt E Y y ! r 17 r(,tYj'~!'t_. f \ 1 ,r;Y lI•~ r. ?a' .J 1 { 1 °1 M YS y ~.d1 1 r 4% ~ ~ r L! ryp ra.~k54~ i'~r i "sale { r 1~ ! ~L ~ii ( I1~r A 1 y 1 1 x r i !_r~ I m r t Y } > t p f ~ a 1~ r t - 1 a t.,, l r , a 1 t , 1 ~ t. j~ y 1{,. 41 ~ 3, I 1 , 4 r t }tai r A, 'TTj r~ti t tl 1 r r , ~r~ !fir r ~ is ai~ 7,~ i r ~ r'Y ~d ~ „r'lti! ~ ~ ~ h ~ 35'" , 1 J ° • r • ~ Y , y a'r 4 ~.4 eTr 5, L ~1 1 1 ~~-}J A~ 1~13i i t? T i.iar 1, J r. , T.lophow HArrIson 7-0937 FEDERAL INSURANCE COMPANY CHUBB & SON INC., Manager 175 West Jacksori Boulevard, Chicago 4. Illinois 0 January 19a 1961 Xayor of the City of Denton, Texas Denton, Texas Bond 8001-56.06 - Platkin & Company - 1000.00 Plumber's Bolid covering Plumber's Licence. in the City of Denton Texas dated 1 6o Dear Sirs As surety, we executed the captioned bond effective January 11s 1960 and have now been advised by Vatkin & Company renewal of the bond as of January 4, 1961 is not desirad. To enable us to close out our files will you kindly write us a letter authorizing us to terminate our liability as of January )Is 1961 on Bond 8001-56-06. Thank you very mach for your cooperations and for your convenience in replying attached is stamped return envelope. Yours very tralys aj A. W. Jac n Enclosure HEAD OI: Itgi 90 oOMN ETA99T, NEW YORK 34, NEW YORK SEABOARD SURETY C031PAINY 211 NORTH CRVAV BIIILOINO DALLAS I, TEXAS RI 7.1710 RI 8.2948 TWR 01,7, January 13, 1961, Mr. James C. Storrie, Building Inspector, City of Denton, Municipal Building. Denton, Texas. Re: Seaboard Surety Company Bond No. 584622 Beals Plumbing i Heating, Inc op Principal Plumber's Bond to City of Denton, Texas Dear Mr, Storris: We have been attempting to secure termi- nation of liability for the above bond, and you very kindly wrote us on December 8th that the bond was still in force, We contacted our Agent, who, in turn talked to the Principal, and we are now advised that Beals for- warded to the Permit Clerk of Denton a bond written through Western Surety Company, to replace the bond as we have shown in caption, Will you please check your records and see if the Western's bond w+e received? If it has been accepted to replace the bond of the Seaboard, will you please let us have a letter to stating, in order that we may close our file? Thank you very much, sincerely, 0 Ruth Jakubco (Mrs) r/ January 16, i961 Seaboard Surety Co~inpany Re: Bond Noe 584622 211 North Rrvay Building Seaboard Surety Company Dallas 1, Texas Beals Plumbing & Heating, Ino. 4 Dear Mrs. Jakuboo: As (requested in your letter of January 130 1961 your oo~epe►ny is hereby released from the above mentioned bons as oit~i,e r date.. 'Tory truly yours gl,ty'9eoetar ftt fjl' far .'Lr i r\:~ ~ ' ~ 1,.a, 1. ' ~ ` , + rr `F Iq,, , i' , are a ~ r:. 1 r ;r y yr\~a ) ~ r I e p yr. } ~ . 1 n ~ 1 ~ ~ a ~ F , { + f 4 ~ FS[I' "i 'err r $ ' ,v . r i ~ ~f ~ r.. x ~ . ~ 'f 1 F 'rf A r 7 '1 IX I.- w T L 17'a 7HT NU P(+ 'fr~r RAYMOND F, RUCK cA.ITm.n ar Th. Ra.rd sne Vi..ie.nT 6421 CAMP BOWIE OLVD. FORT WORTH, TEXAS City Secretary March 10, 1961 City of Denton Denton, Texea SIDEWALK cuRB AND omm BEND N0. 88137 - H. D. WILLIAMS - AMOUNT $11000 DATED JUKE 30, 1959 Dear Biro Our company is surety on the captioned bond, and we have been advised by our agent to cancel this bond. Please advise us the exact date you will consider our bond canceled. Yours very truly, C. A. Bright, II"nderwriter Bond and Burglary Department CAB/mb I FOWAL BLIP Reoeived of the Oity Osortrtary of the Oity of Denton, Texup the following deeoribed inetramont or do" mat from the films Of the Oity of Dentont NUMM4. ~sl/o TITLE UAL B, • Alt .16. I T lk,mub teisned hereby ueaau OCOVItte "6004"binty for the ttafekeeping and retwo of the gaper mewed. I i Maroh 15, 1961 r , Comneroial Standard Ineuranoe Oompany 6421 Camp Bowie Blvd. Fort Worth, Texas SIDBWALK CURB 0UTTBW BOND Noe 881:99 De ti & J. 0e Smithi Amount 819000, Dated May 27i 1959• , SIDNWALK OURS & GUTTER BOND Noe 88137] He D. Williameo-, ' } Amount SLOW, Dated June 30o 1959• Dear Sirs " Rrturenoo- is Fade to your letters dated Maroh 100 19611 r!')i , thb•abovo oagtioned bonds. These bonds were eanoelled 843 of ftaroh 7, 1961. Very truly yours, `Y W&: D# Buttrill 0*,ty,.8*orstary WDB OX 1. N, 9 . • , s i emu', nrs irons It r r I'Am +r ~ RAYMOND L TUCK Chairmen *I the board and Pr..id.nt 6421 CAMP BOWIE BLVD. FORT WORTH, TEXAS City Secretary March 10, 1961 City of Denton Denton, Texas SIDEWALK CURB AND 0UTTLM BOND N0. 88118 - D. H. SMITH AND J. C. SMITH AMOUNT $1,0000 DATED MAY 27, 1959 Dear Sirj We have been advised by our agent to can;el the captioned bond. , Please advise us the *xact date that you will conside,M our liability terminated on this bond. Yours very truly, C. A. Bright, Underwriter Bond ani Burglary Department CAB/mb , R1E WAL SLIP 3. 7 Received of the City Seoretary of the City of Denton Texaso the following desorited instrument or document gr m the VA06 of the City of Dentont k 'M undetrsiptsid hereby urjua *%Vlete E rianoaibility for the otompiM MA r*tu3% of tbG M" i hived. i , 8101aD t,~"' ~Y LAWYERS SURETY CORPORATION A CAPITAL STOCK COMPANY SURETY AND FIDELITY BONDS CVAAt= MCCVTCNCON. Aj&,, DALLAS 2. TEXAS 907 T91rAe SLOG. ►esnosHr - PNONC Alvzwoi 7.6203 July 6, 1961 F Address Reply to this Letter: Mayor For Allention of Ruby Bates City of Denton Our Dona No 35 11 2 Nr Claim No Denton, Texas (Refer to these Numbcs in Replying) L J Re; Thomas H. Richardson Master Electrtclan Bond Dear Sirt This 1s your notice that we wish to be relieved of liability under the bond of Thomas H. Richardson, Denton Texas, Master Electrlcian Bond, to be effective August 6, 1991. This Is a continuing notice from day to day, week to week and month to months please acknowledge receipt of this notice of cancellation. Yours truly, Ruby'6 es,~Se 4ret RBiem LAWYERS SURETY CORPORATION cc: Mr. Thomas He Richardson Denton, Texas cc; Gambili Insurance Agency P. 0. Box 631 Denton, Texas ~J 7 ~f r ~ ~ ~ ~ ~ o ~ ~ . ~ i.. i i ~ i~, 7 F i COMPRENENSIYF GENERAL -AUTOMOBILE 1U11L{TY POLICY TRINITY UNIVERSAL: INSURANCE COMPANY OLD POLICY DALLAS, TEXAS NO. SERIES POLICY CG 03 ~64)j ~?i--- DECLARATIONS C07677001-C07680M No• 7678 019 ~Mp DEAN & COMPANY ALL 6DALLASI,TEXAS EINSURANCE . . OLD POLLICIY NO. 04 76, 421 DECLARATIONS room I. Ncm// In,Vr/•. 1~ !3 •_-K._HUNDLSYt HUNDLSY BOAT DOOF(BiMD (2) HUNDLBY BOAT COMPANY. INOe Addru` s oo _1,ake_Dallaz Denton wa, Texas lawn Covn,y Statq liminess 01 the nomad Insured t. Boat Works The named insured I. (1) Individual and (2) oolsoratfon _ Ilndldduol, CarDararipn ar /artnenhlpl kem f, Pagq FeAod, From-----, June i5p 1961 June 15, 1962 _ I2,01 A.M., standard time of the oddna of the named Ins _ured_ as !toted herein. been 7. The Insurance Ofordad Is only wlrh respesl to writ and so many of the fellawlnl coverage$ as me Indkated le speclik premium Charlie or charges, The Ilmlf of the sampan] s liability against each such coverage shall be as stated herein, subject to all Ibis forms of thlb poliq hovlnq reference Ihvela. COYEAAGES LIMAS OF 1IA61lITY ADVANCE PAEMIUMS A bodily Injury Llobl{Ity = ntfGj.(OyYJl50Y1~CyUJJWe00 eocfipersen aoc 1FO~V( •haccldonl $ 275.38 cads •55000~1W~~~YY aggregate products 544,79 Hato; 6 Property Damage Liability - Aulomoblle S 10,000.00 each accident 1 286053 $ 20,000.00 eachoccidenl C Property Dnmoge liability - [lupl Aolomobile S 1 0000600 •W agg2q elate opuen L , o g,eg pe products ln S 781,18 ~ qq elate preducls S 99'a ate « ntrac al • a£taOTisdi ~ 8 19 4 auto 0 t d raeD~L15... 11100 1118, 165, 64L, 150, 45A, 820, 25, 157N, 168, WA, - 29Aa1$'ldvences Premium S 1,L1103 Item t The declaratlons ore completed an atioahed schedules from S. The scf,edules dbdae all hasords Insured hereunder known la 41111 of the OtIe iva date of this pokey, unless otherwIn stated herein, loom C Dvrlnt the post three Years no Inuree has canceled insurance, Issued to the named Insured, simllor to that afforded hereunder, unless othoemse stated horelm counlerstgned of DA1Le.T11xae IDme of eau r ae 0e DEIW &ffC1MEN----- SK Nnme 0 Broker or Sohc'~ lyutNoANd Agent PADS ONE ln. w. esu A CAPITAL STOCK COMPANY COMPREHENSIVE GENERAL AUTOMOBILE LIABILITY POLICY : '7 TRINITY UNIVERSAL INSURANCE COMPANY POLICY C6 Hoe 7678 019 Pi EASE FEAD YOUR POLICY E%/IAfS June 15,19.6'2 at 12 01 AY Stut„I;rd T.me DALLAS, TEXAS ISSUED TO _ (1) J. K. HUNDLEY, HUNDLEY BOAT DOCKS Aency AND (2) HUNDLEY BOAT COMPANY3 INC. Lake Dallas, Texas L_ J i3 fo,. N.. 333 753 SHORT RATE CANCELATION TABLE Per Cent Per Cent Per Ccnt I Percent Par Cent Per Cent Dols of Wys of Days of Wye at DcyS o} Bays of Poly Oneyeor Pol,cY rle Year IS One Year Policy One Year Policy One Year Pebcy One Year in Force Premium in face Premium in Force Premium in Force Premium in norm Premium in Force Remw9S 5 37-40 21 95- 98 37 154-156 53 719-23 59 292.2% I . 2 6 41.43 22 99-102 38 15'-160 54 224-279 70 277.301 86 3- 4 7 44 47 ..,23 M3.105 39 161-164 55 229-232 71 307-3051 r10 nros1.. 87 5 6 8 4R it 24 106-109 40 165-167 56 233-237 72 306-310 Ba 7 8 9 52-54 25 110-113 41 169-1-11 57 34-241 73 311.314 89 9 to 10 55-5e 26 114 116 42 172-175 58 242-246 18 'DOS) 74 315.319 9901 1142 11 59-62 4 mash 21 117-120 43 176.178 59 241.250 5 32,.-323 13-14 12 63-65 28 121-124 14 moll 1... 44 179-IA2 16 mars I... 60 51-255 "6 371-378 9~ 15-16 13 66-69 29 175-121 45 183-197 61 756.160 71 319.332 17-18 14 70.73 30 128-131 46 198-191 62 2711-264 . 78 333-337 111 moll l.. W 09-20 i5 H 76 31 132.135 47 102-1% W 265.269 79 338-342 95 21.22 16 77 80 32 136-138 48 197.200 64 2-0-273 t9 mars 1,,. 80 343-346 96 23-25 17 81 63 33 13914 49 201.205 65 274 T8 81 347-351 97 26.29 16 84-67 34 143.146 50 206-209 6 283-2 i 3 35347?--35P 355 9%9 30-32 11 ma l 19 68-91 f3 most 35 147-149 S1 210 218 1 mars I 6° 259 291 84 361.365 312 mot l„100 33-36 20 92-94 36 1150-153 l5 moll 1 SHORT RATE CANCELATION RULES FOR POLICIES WITH A TERM OTHER THAN 12 MON7H3 hells hall or greater from 11 months' A If policy tics been In farce to 11 mori6s or less, epply the slardurd Shutt role table for annual policies ~a the Ill annual D'el' ium determined m for o 11 wrOlen for 0 term of one year. 8 If policy has been in force for more Iran 12 momahs-. I. Determine full omnual premium as for i policy written for a term of ono yea 2 Deduct mh premium from the fill policy premium, and an the 7emo•ndet calculate the pro rota earned premium on the basis of the ratio of the length of time beyond on, }!a the policy has been in force to the length of thine beyond one year for which the policy was originally written 3 Add Dreirri produced in pccordarce with Ilemn I I I and 121 to obtain earned prin i dupry fill period Whcy has Deem Im force. er ,fie t PAGE TWO TRINITY UNIVERSAL INSURANCE COMPANY DALLAS, TEXAS (a stock insurance company, herein called the company) Agrees wish the insured, named in the declarations mode a port hues f, in consideration of the payment of The premium and in reliance upon the ssateri in the declarations and subject to the limits of ti a6;hty, exclusions, conditions and other terms of this policy: INSURING AGREEMENTS COVERAGE A - BODILY INJURY LIABILITY. To pay on beholf of the ms.-ed ownership, mo.ni iance or use of automobiles while away from premises owned, all sums which the insured shall become legally obligated to pay us damages rented or controlled by the named insured or the ways immediately adjoining, any because of b:dHy injury, sickness or disease, including death of any hire resulrlrg executive officer, director or stockholder thereof while acting within the scope of his therefrom, sustained by any person and caused by occident. Julies as such, and any orgo: ;cation or proprietor with respect to rest estate man. COVERAGE B-PRP7ERTY DAMAGE LIABILITY - AUTOMOBILE To pay or agamrM for the named insured, and if the named insured is a partnership, the beholf of the insured all sums which the insured shall become legally obligated unguc4hed ward insured" ulso in Jades any partner therein but only with respect to pay at damages because of injury to or destruction of property, including the so hit GJxi'dy oe such, and 12' under coverages A and B, any person while using on loss of use thereof, caused Ly accident and arising out or the awrursMp, mair,le- owned our,,TO6iie or a hied mtomcblle and any person or orgonizotion legally nonce or use of any automobile, responsibio to. fFe use thereof, prcylded the actual use of the automobile Is by COVERAGE C -PROPERIY DAMAGE LIABILITY - EXCEPT AUtOMOBILE. To the named insure.' rr .,tin by permission, and arvy exeaYive officer of the named pay on !>eholl of the ns^md all wins -ifh I e ,m.wed shall becurrr leg illy s''ed stn r,,',t r'o O e use of o non-owned Curomobtte in the business of the c igofnd to pay us demodes because of jury to cr des.ruci of property, nnsu•ed. Ihr e once wllh respect to any persra or crgan;zation ocher inclod 1`J the lass of use stint suit [au std by nccdnrt Ilan the nursed ms~rra does nut apply under dvls on 171 of this insuring agrcemenh If DEFENSE, SETTLEMENT, SUPPLEMENtARY PAYMENTS, With suspect to such {oi with respect to on cutamahde while used with any trailer owned or hired insuronce as is afforded by this policy, the mmpony ,hole, by the insured and not covered by like Insurance in the campanili or with is defend any suit against the insured Ojhgi g such injury, ickness, disease respect to a trailer while used with ory automobile owned or hired by the or destruction and seeking dar,ages on occov.lt 11 e.en if such suit insured and not covered by like insurance in the company; is groundless, lotse or haudulenp but the company may make such inviti (b~ to any person or orgonizotion, or to any agent or employee thereof, operating pion, negoflarion and settlement of any claim or suit as it deems expedient; an automobile soles agency, repair shop, service station, storage gorage or f (i 11) pdy all premiums on bonds to release attachments for on amount not public parking place, with respect to any occident arising out of the opera- In excess of the opphcab:e limit of liability of Ihis policy, oil premiums on lion thereof, but this pro ;on does not apply to a resident of the same appeal bonds required in any such defended Bull, the cost of boll bonds household as the named tnsured, to o partnership in which such resident or required of the tnsured in the event at automobile occident or automobile the named insured is a partner, or to ory partner, agent or employee of such fraflic low violotian during the policy period, not to exceed $100 per boil resident or partnership; bond, but without any obtigoYon to upply for or furnish any such bonds; 'ci to onY emPlo•re with rep t to injury to o or sickness, disease death of ,21 pay all expenses incurred by tite company, pnn Y all cosh taxed against the another employee of the same employer inured in the course of such employ, :nsured in cry such suir and all interest oc.rving offer entry of judgment ment In on occident arisng out of the maintenance or use of on automobile until the company has paid or tendered or deposnrd in court such part of in the business of such employer; such judgment as does not exceed the limit of the company's liability ids with respect to any hired automobile, to the owner, or a lesser thereof other thereon; than the named insured, or to any ogent or employee of such owner or i3i pay expenses incurred by the :nsured for such immediate medical and IIii surgical relief to attic„ is shalt be imperative at the time of the accident; re) with respect to any nanewned automobile, to any eXt iye oflPer if such (e) reimburse the insured for ell reasonable expenses, other shoo loss or outomobde is owned by him at a member of the snme household. eornings, incurred at she company's request; IV POLICY PERIOD, TERRITORY. This policy applies only to accidents which Occur and the amours, so Incurred, except settlements of claims aid suit, ors payable during the policy period within The United Stoles or America, its lerritoi or pose by the company in addition . 'he applicable limit of liab;hty of Ihis policy. sessions, or Conado. W4•` respect to auer ob Het this policy also opplles to occl- Ili DEFINITION OF INSURED. The any ralified ward "insured" includes the named dents which Occur during the policy period while the eulorli is being trors- insured and also Includes ill under saveroges A and C, except with respect to the parted between ports thereof. EXCLUSIONS THIS POLICY DOES NOT APPLY, track ogieeri co+ered by this policy, properly used by the insured, a- f31 except Lai to liability assumed by the insured unrjer any contract or agreement with respect to liability under such sidatrod agreements or the use of elevator or except under coverages A and C, Ili o contract as defined herein or 121 as escalators at premises owned by, rented to or controlled by the nomed insured, prop. respects the insurance which is olfarded for the Products Hazard as defined, a erty in the core, custody or control of the insured or property of to which the insured worranty of goods or products; for any purpose is exercising phyi;col control, or (Si any goods, products or can- (I to Injury, sickness, dsease, death or destruction due to war, whether Iainerz Ihereof manufactured, said, handled ar dbtr;buted or premises alienated by or not declared, civil war, Insurrsdion, rebellion or revolution, a to any act the named insured, or work completed by or for the named Insured, out of which or condition Incident so any of the foregoing, with resin 'o (if liability assumed the occident ar isrs; by the insured under any contract a- agrssi or ..tenses under Insuring Iko under coveroge C, to any of the following insofar as any of them Occur Agreement II 1 131, on or from premises owned by or rented to the named insured and Infure or td under coverages A and C. to any obligation for which the Insured may destroy bulldings or property therein: (It the dlsahorge, hall or overflow of be held liable in on action on a cnniroct or am og cement by a person not a wafer or steam from plumbing, heating, refrigerating or airtondifioning systems, parry Ihei siondpipes for fire hose, or industrial or domestic opplionces, or any substance 1dl under coverages A and C, except with respect to operation performed from ouiomohc sprinkler systems, (2) ;he collapse or fall of tanks or the cons- by independent coot radars and except with rest eel to hobjhy assumed by parent Paris or supports thereof which form a port of automatic sprinkler tYHems, the insured under o controct as defined herein, to the awnership, molntenonce, or q3 rain or snow admired directly to the building Interior through eefective operation, use, loading or unloading of (1) watercraff it the occident occurs away roof, leaders or spouting, or open or detective doors, windows, sl igh. ti from premises owned by, rented to or controlled by the named insured, eaepf soots or venhlutors, p-ov;ded, however, this exclusion does not apply to tot e Insofar as this port of this exclusion is crated in da declororions to be inapplicable, to fire, to the use r! elevators or escalators, to operation, performed by Inds or i21 oiraolts pendant contractors, or to the expert that this esclus;on is Hmed in the dedora- (e) under rove,oil A and C, to hubiidy imposed upon the insured ar any plans la be inipplicuble; indemnBee, m o person or organization engaged in the business of mancfaduring, iR under coveroye C, to !,,vry to or desruchon of Cry properly arising selling or dntribuf;ng alcoholic beveroil or as an owner Of lessor of premises out of It) btu iling or explosion, other than the explosion of air or steam reach, used for loch purposes, by ii of any statufn or ordinance pertaining to the piping under pressure, prime movers, machinery or power transmitting egw'pment, i sate, gift, dhh'ibution or use of any alcoholic bevero s. or 12, the collapse of or W,clurol injury to any building or Hrudure due tat to 1f1 under coveroge A, IB any obligation for which the insured or any carrier excavation, including borrowing, filling or back filling in connection therewith, as his insurer may be held liable under any workmen's compensation, unemplay. or to funneling, pipe driv;ng, coflendam work or caisson work, or (b) to moving, ment compensation or disability bMefitl tow, or under any similar low; shoring, undo pinning, raising or demolition of cry building or structure or removal ig, under coveroge A, except with respect to liability oswmed by the Inured or rebuilding of any reumurol support thereof; provided, however, this exclusion under o contract as delisted herein, to bodily irlury to or sickree, disease or death does not apply with ra pe cf to Liability assumed by the insured under any controct of any employee of the Insured arising out of and 7n the course of his employment covered by this policy, to operations performed for the named Insti by Inde- by the insured, ether ifian a doni employee whose inlvry onset out r I an auto- pendent contractors or to completed or abandoned operoflons w'dhin the meaning mobile covered by this policy and for whose Injury bane lib in whops or In part of paragraph 2 of the Producls Hazard, and provided further that part fll or are not payable or required to be provided order any worlanii compensation Low; port (2t of this exclusion pass not apply to operations stoted, In the declarations till under coverage B, to Injury to or destruction of property owned Orr trans- or In the company's manual, as not subjert to such port Of this exclsotonr ported by the insored, at property rented to or in charge of the insured other (m) under coverage C, to injury to or desirucl;on of wires, conduits, pipes. Ikon a residence or 'private paroge injured or destroyed by a privets pewnp•r maim, rowers Or her Amitor property, Or any appo ro tvs In conn•cllon rh Vewith, 1 olio h•Inw tin m.lees of the around, H such ]'July er d.dructfon Is mood by and (it under coverage C, except with respect to operations performed by in e• occur, during the use o mec,amaa equipment or The purpose o x pendent contractors and e'rcepf with respect to liobili y assumed by the Insured or drilling, or to injury la or destruction of property at any time resulting Cher. under o contract as clarified herein, to the ownership, maintenance, opera lom, from; provided, however, this ecdusicn does nor apply with respect to lial liq use. :coding or unlou.Ping of automobiles if the occident occurs pvay from premises assumed by the insured under any contract covered by Chit policy, to operations owned by, rented to or controlled by the named insured or the ways immediately performed for the named insured by independent Comrodor+, to completed or ' ocl ac;mrl abandoned operations within the meaning of paragraph 2 of the Products Haonrd, fr under coverage C, to injury to or destruction of 111 pro?erty owned or occur or to operations stated, in the declor06ons or in the company's In ori as not pied by or rented to the insured, or (2l except with respect la liability under lido. subject to this exclusion. CONDITIONS 1. PREMIUM. Rte promlum bases and rates for the hazards described in the ill ASSAULT AND BATTERY. Assault and battery shall be deemed an occiderl declarations are stared therein. Premium bases and rotes for hazards not so u,i committed by or at the direction of the insured. described are those applicable in accordancir with the manuals in use by the e. LIMITS OF LIABILITY. Coverage A. The limit of bodily injury liability slated company in the decto,oQns as applicable to "each person" is the limit of the componyi lots advance premium stated in the declarations is on estini premium trab lily for aR damages, including danages for core and loss of services, arising only. Upon termination of this policy, The earned premium shall be computed in use of bodd, y I y, likkiress or inclsdin i as I e, g death at any time resulting accoldonce with the company's talus, cares, rating pinny premiums and minimum N.erefrom, suaalre d by one . person as he result of any one acCdeny the limit of premiums appolcci to this insurance. 11 the earned premium thus computed such liability staled in the drelorohon, as applicable to "each occident" is, subject e.ceeds the estimated advance premium paid, the named insured sholl pay the to the above provision resp,o,,rg each person the total limit J the camp,,y's excess to the company; t( less, the ompony shall return to the named Inswed liob,lii, for of dimnges, including damages for core and loss of st~rvires, arising the -near red portion paid by such insured, When used as a out of bodily Injury, 3ckrl or d.seose, including Cloth of any time revelling premium basis: (1) the Ihrrehcm, sustained by two or more persons as the result of any OF's accident. word "ladmissions " ;peons the total number of Teacns, other than erc . pioyees of the named insured, odnined to the event insured or to events 5. LIMITS OF LIABILITY. Coverages B and C, The limit of property damage conducted on the premises whether on paid admissicm tickets, co,nplimerltci '011a illy sh~fed in the deela(wliolu as oppla,abte to "turn occidi nf" is the fora! Tickets or possos) limit of the compury's Ilob Ihy lo, oil damages arising oaf of Injury to or dii i2i the word "cast" me^n the total cost to In, the named insured with respect to hall of all property of one Or nio'e persons or organizations includng the loss of operation p, rforrr-.ed far thu n,mcd cared during the poLry period by use thereof, as like result of ony one occident, independent :onhuclun, or b any indemmi,ea with respect to wry contract 6, LIMITS OF LIABILITY - PRODUCTS, Coverages A and C.•Swbleo to the limit colored by Iris policy, of all work to or rub let in concrchan with each specific of liability with respect to "eal.h -,;,dent," the hairy of badly injury liability and project, inchv;hro the cost of oil tabor, motnrlals and equipment tumished vsod property awmaCe I,abil iy puled in ill a decia,ollans na "aggregate products" are or delivered for use i" the evecuhan of such work, whether furnished by the respectl'+ely the total limits of the company's !,ability for all damages Crtslrg Cut owneq contractor er wbconhaclor, imolyd'ng all lees, allowances, bonuses or of the products razard. All such damages arising out of one lot of goods or Commissions mode, paid or due; preducb prepared or ui.r d by the named insured or by weather finding -.niter t31 the word "receipts' means the gross amount of money charged by the named file name shall be considered as arising owe of one accident, insured for such operations by the named insured or by others during fhe•. 7., LIMITS OF LIABILITY, Coverage C. Svbjecr to the limit of liability with respect policy period as are rated on a receipts basis other than receipts from fete- to "each occident," the limit of property damage liability $toted In the decfora• casting, broadcasting or motion picsucet, and includes taxes, other than lures Cons as "aggregate operations" is the total limif of the company's tiabl.':ry for all which the named insured cotlects as a seporote item and remits directly to a damages arising out of Injury to or destruction of properly, Including the loss of governmental division; use Protect, caused by the ownership, maintenance or use of premises or operations 14) Its word "remuneration" means fol the entire remereralion earned during rated on a remuneration premium basis or by contradori equipment rated on a the policy period by all employees of the named insured, other fhan drivers receipts promlum boils, of teams or automobiles and aircraft pilots and co. pilots, subjecl to any over- Subject to the limit of liability with respect his "each accident,` the limit of time ec rings or limitation OF re ounew Koss rule applicable in accordance with - property damage liability pored in the declarations as "aggregate protective" is the manuals in use by the company, and subject with respect to each ereCUtive the total limit of the company's liability for oil damages crlsinb out of ill to or officer to a maximum and a minimum of $100 1$200 as respect, executive destruction of property, including the loss of use thereol, caused by operations officers in Texasi and $30 per week, and lb) Phe remuneration of each pro- performed for the named insured by independent contractors or benerol superi pfielor at a fixed amount of $3,600 per onnumi thereof by the named insured, except ial maintenance and repair, 0 premises (St the ward 'gale," means the gross amount of money charged by the named owr,d by or rented to the named insured and ill pructurr', alterations at such insured or by others trading under his nsmg, for all goods and products sold premise, which do not involve ci,anging the site of or moving buildings or other or distributed during the policy period and charged during the policy period structures. far installation, servicing or repair, and includes tales, other fhan Iaxes which Subject `o the limit of liobility with respect to "each occident," the limit of the named insured and such others collect a$ o separate item and remit property damage liability stated in the declarations as "aggregate contractual" Is directly to a governmentol division, the total limit of the company's hub,hty for all damages arising out of injury to or f6l he words "cop of hire" mean the amount incurred far hired cutamobdoi in. destruction of property, including the loss of use thereof, with respect to liability Canting the entire femwnerohom of each employee al the named insured assumed by the insured under controcfs covered by this policy in correction with engoged In the Papero6on of such automobiles subject to on averoge weekly operations for which there is on "aggregate operations" limit of properly damage moxlmum remuneration of $100, provided that such amount stall not include nobility doled in the declarations. any amount incurred for fire hire of cry such automobiles which are subject to The limns of properly damage lability stated in the declarations of "aggregate computwry insurance requirements of any federal or public oullil operahoey" "Oggregate protective" and "aggregate contractual" apply sepor• (7) the words "Class 1 persons" mean the following persons, provided their usual lately to each project with respect to operations being performed away from dairies in the business of the named insured include the use of non•owned premises owned by or rented to the named Insured, automobiles: sal all employees, including officers, of the fomed insured com- B, SEVERABILITY OF INTERESTS. The tern, 'the inswird" Is used severally and pensaied for the use of cacti automobiles by salary, commivion, terms of em- tier collectively, but the inclusion herein of more than one insured shall not operate told ment, or specific operating allowance of any wrt; Ibi oil direct ogenh to increase the limit, of fhe company's holydffy, epwunrvtivu vl the nvm.d In.und' t1. FINANCIAL RESPONSI BIIITY LAWS. Cav eroges A aid B. `Nhen this policy (e) the words 'C la sit Z employees" moon all .mpl-y.es, including olf;vn, at the Is ,milled as proof of financial responsibilit for the fWOre writer Phs rovisions of named Insured, not included In Class I persons. y p to,* named Insured shall main Poin for each hazard records OF the information the motor trail financial ro ponnhtlly taw of any state or province,,such Ins- r- necessary for premium compufollon on Ike basis stated in the desorption, and once as is allarded by Ilk 9 policy lot bodily injury liability or for property Carl shall sand castles of such record, to the company at the end of the policy period liability shall comply with the provision of such law which shall be applicable and OI'uch Yeses during the poky period c of the company may direct with respect to any such liability arising out of the ownership, malniii of use 2. INSPECTION AND AUDIT, The company sholl be permitted to inspect the during the policy period of any automobile inured hereunder, to the extent excess The inured premises, operations, automobiles and elevate, , and to examine and "oil coverage and limits of liability required by such law, but in event In hcese of the inwred's books and records at any titers during the policy period and city the limbs of Go pay dated in this policy. The insured agrees to o reimburse the can. extension thereof and within three years offer the final lermincl of Yhg policy, pony for any payment mode by the company witt fit would not have been Os for as they relate to the premium base, or Phe subject moiler of this Insurance, obligated to make s niter the terms of this policy except for the agreement contained in this poragroph, 5. DEFINITIONS. 10, NOTICE OF ACCIDSNT. When an occident occurs, writlen notice shall be (ul CONTRACT. The wold "contract" meors, if in writing, a lease of prom 4es, gi,eo by or on bchulf of the insured to the company or any of its oulhor{xed agents easement agreement, ogreement required by municipal ordinance, sidetrack as soon us pfacrcnble. Such notice sholl corlm porikutors 1,j to Identify the agreement. or elevator or cualolor maintenance og,ven,en . insured and also reosorobly obfoinable infwmaiion respecting like time, place and ib) AUTOMOBILE. Except where stated to Phil contrary, the s id "aulorrobile' Circumstances of the accident, Ph„ names and addresses of the inje,ed and of means a land motor vehicle or frailer as follows: avoiloble witnesses. 11) OWNED AUTOMOBi - am automobile owned by the named Insured; 11. NOTICE OF CLAIM OR SUIT, If claim is mode or suit is brought ogomst the 121 HIRED AUTOMOBILE - on outomabis used under contract in behalf of, insured. the insured shall immediutely forward to she company every demand, or loaned to, the romed inured piny ded such aufomobile Is not owned notice, summons Or Cher process received by him or his representative. by of regisfered in the moms of (a) Ike named insured or I;br an e,mcuelve 12 ASSISTANCE AND COOPERATION OF THE INSURED. The insured shall Cn officer thereat or lc) an employee of rlgenf of the named insured who is opera,, with the company and, upon the company's request, short attend hearings gfanled on operating allawonce of any sort for the use of such aufo- and trials and shalt assist in effecting wilemeri securing and giving evidence, mobile, obi inir the oliendanu of witnesses and im she conduct of wits. The insured shall 13) NON-OWNED AUTOMOBILE - cry other outomoole, nor, exopir at his own cop, voluntarily make any payment, assume any obligation The following described equipment shall be deemed an automobile whsle or in :we any expense otter than tar such Immediate medical and surgical relief to towed by or carried am en automobile not w described, but not otherwise, if other as shall be Inpe wive or the limn of aceidell of she Gowitr-type, any tfol power crone or shovel s!Itch or trench dig. 12. ACTION AOAINLT COMPANY. No action sholl Its against the Company M an fofmd a enactor, an controls mixer usher fhan of the n4xin 4,ansil unless, as a condition president IherHn, ISe Inured shall have fully complied wIlh o e n e for'noi °n I,abJ,ry sn..rr campry ..nn u.e pr ovirtons of ch la w w h,cA oll • eppLCabe shall send cop'el of lath records so the cam pony ur, the end ul the j perm] rv will roper •o any ouch liability arising out of the own ve kin oso nonce ar use aril asuch Ames dwing the policy perod n e co-puny may d.-ecr- ,in the 6c 3 PaY F.en od o1 any ou"" o Insured hereunder, fo the refeM of the 0. 2. INSPECTION AND AUDIT The t, p',•r sh-II be p r hat to pest 1I c' co lode and I,• Is of I llyd ly required by such lax, but in no li In e...I, of surad prem.. es, c^ cn s. auto r. ! s u,d el e,s u^d +o e am-re sJ ~uJ,t r e I rrrs of I aL ty st-i in toy puhci, The insured agrees to rdmburse the corn. the IPISU JY backs a d records '.I o,y bar! LiJll" " q Ibe I . of period c d an, I r,.t Iv ul-r p If made by the company which If would not have been eCll,, " ItCr, _f a,J w n t}nee ycyl ache I, n 1,0 x! teen rJl Gr of 14 s I " [alit I,rd b mpLn u•Jer toe leans of t}'a policy e,cepi for the og,ceTIrt Colluined as far ar they rel d; to the pre .lust Lases cr If,e s,b,nd molter of Phis s src•' n If Pa agr'h*. 3, DEFINITIONS. 10. NOTICE OF ACCIDENT. When an c:eid_m occurs, written ri shall he CONTRACT. Th xarb 'ccnhr<t' nears, f n n lr.rry a base of pr•:r^iy s, q.e'I try r on I, h Ill ni the i,,road to fhe company or ony of ih a,rthorized agents eii,rr,rt ag1e, mu t, agar: m•: nt r, qu',ed LP P, rI, tpr l vd nu"!e s it' lL , ,can is h r,.f i.;L''e Sulk ,once sh III coma n pmficalars suHlc,ci to identify the na c:-wet. cr r'e.!br cr cs "r eaI rC e o ^eer crf. „red' J :Tiro easr,Ubly cb,ainJF'r in f_rmal. on respecting the Pore, place and b AUT'JMOIlli E.vp woe e srp„d to t' rr,a,y Pit, n-_rJ c c,. r'z,a revs of the o rl_e^t. Ile comes and addresses of Ike injured and cf nc u.'s u 1,,d m-I. r .c.f.lu'e cr twee :5 i !_w, ,r ,r... w tr sies, OWNED AUTOMOBILE - an 0o•o^cb ore A !'y tie n I 1 .n,..t; 11. NOTICE OF CLAIM OA SUIT, I! du,m is node or suit G brought against the HIRED AUIOMOBIIE L. J '.r I ..l„1. J 1 ^if rl -ed s ...:I lmwa-d to Ike',,i e.cri demand, c oa -.d r a r;,r uJ , 1 r' 1 , rn. o'V p ur ,e• r .J Ly him or ha Icpresc tar . is ur II I r tfc r t . t J 11 A551STANCE AND COOPERATION OF THE INA'°ED, Tha a,ed Sha!I co. c+Ir.-r_ o^c,r .r I• ..H 1 ,-..I v ,rd cp et,,I, y rot I Y h. r J h ra r sgs .J ; P J I..i dt g n J s r. u..,. ,c,tr I Is o- , n7 aid gr 'dcra, 1 C 1 1 ',shall , NON OWNED AUTOMOBITE r 6. r r I. r f r 'f, n y ci' gahan , I s rJ,. d _ rel., to t I r .I sl,, , 13 ACTION AGAINST COMPANY, N~ r- null Ise IJ;nst fie cCmpuey 14 { r -u s c s , J,r..I 1L, r N r, J shall by fu ly c-:. n. pllsd with ,tl^ v lr.r.!. t,. I. ..I I.. r 1. r ,r,, f,L. Js II rnis l uI ry I, J r 1 f ! J 1 l t t gin, t e r Jot llr, I i'h clh, 1 I I I ~ ; r J l , t Jft•~t_ry_ TI.I !s Ind r,I I 1, rl I, Lns ic, I, d I, III 'J s, f 11 1 I L.a.I r o n 1 r sl I t.,, f r Le c^.Irtl tr r Ili under p,, t a a wh In Lc.-g of 1 s i11 f ''F_t r rot .t r d. t L. c t is r r t ,I ulI r,Jr1 by rs t pal cy N h Ig to,toiled ,f of I~ e ICr Ira Ier Iile, a y I, n r or, _ I , 1 d II I, I J,T I. n II p y I g1. r P r „f I y'ul n ony right Ir I a the c rrij III, 1 1, anJ any ,icon pr, Ii bu 1J'n%t or v,,., r c!u., r t pI, I w to t.•.l I s J Es dr k- s,'1 In r y rr to og 1 J the 'rnsu,ed to J m re If.e iecured I ell I..t or veil d•Ill ng mmhh,c y. I n4y r ,p y a;ul y •J i., e 'nwred or of the i-s,r rd's esta+e shall not Icludes s B I c SEMITRAILER. The word "troll a" n I''.~nolder' r :.c Ih ram puny of "y r,I p, f ,gofiun- Fr the. id, PAiVATE PASSENGER AUTOMOBIIE, the lust priva+ T'r r..nJ r u L.! 1,1. OTHER INSURANCE. If she ins ad has uher insurance against a lost covered meant o private pmsrngm, Ilafiun wagon or prep type outam'h"o a d oleo Fill III!, p,' .y the cumpuny shrill rrA be liable under this policy ter a greater includes any automobile the purposes r'! use of which are slated In 11v; d^cla, o . Polls b'onears cf such too Ihon the applicable limit of liability stod In The. llectoras o cocci appCcable lima of liability o of ! ol{ vo Rd aril collectible dons as "Pleasure and business " hors to c s TWO OR MORE AUTOMOBILES. The to and of the p'I,cy apply saporoluly to insurance ugdinss Such Ion; pro,Alyd, hawc,er, the Insurance under Phis policy each o,Icmobile insured hercu,Aer, bur a mr,for vellir,le and a trader or wish rr,peU to lr,ts ur zing out of Ike maintenance or use of any hired automobile ha'Jers afflicted thereto shall be held wo one au wrnobfle us respect lilt inturod en a oust of hire beta or the use of any non-owned automobde shall be of iubhty. of inurance o.^! any other valid and collectible insurance. ifs PURPOSES Of USE. The term "pleasure and business" it dclined us fiery null 15. SUBROGATION. In the even of say payment under Plots policy, the company pleasure, family and bminess use. The term "cam menial" is th,brod as use shot! bye s,brogakd to all !hot insured's rights of recoatry therefor against any ptr ohy in the business occupotion of Ike named insured as stored in Item p,. rson or organrzotion and the Insured sholl c.ecIi and deliver imtrumerl and I, including occauonot ice for personal, ptaasure, lamlly and other bus''ress p,spers and do vol,, ar else it necessary to secure such right), The insured shall purposes. Use of an automobile Includes the lording and unloading t1i i, do nothing afkr lots so prejudice such ngkt s. -g' PRODUCTS HAZARD. The term "product h "of' mean. 16. THREE YEAR POLICY. A pr;licy period of three y.s is compi of three 111 fil o~ products manufacfured, sold, hand'rd cr d'snlLul J by l,I- cr,;ecut ro If p rinds. R.,-r, I,, faza,ds desvlbed in divisions I, 2 and 3 of named Insured or by others trading under his name, if the ocnd_rd occurs the Descr.pf,on cI HJlards are subject to omendri for the second and third offer possession of such goods or prolj has been relinqu'u fed to other arnuul periods n accordance with the campll rues and rating plans. Amended cy the named inlu,ed or by opill boding under his nan'e and if such ruf4^s shall bn stated by endorsement issued to form a part of the policy. Cost. accde^t occurs awoy tom premises ginned, reeled or t'oVO:Ied by th,r Pur rlon and ad,,vent of carved Tell skull be made of the end of each named Insured or on prem,srs fay whkh fhe closvhtullon slij in d',rsicI annual period, A }j... -„Pe limns at Lability os stated In .'his Polley shall apply lal of the decla ions eecludm ony part of the foregoing; provided, such separately to each ac'r: J period, goods at product shall be deemed la include any container thereof, other 17 CHANGES. Notice to any'go nr or knowledge possessed by m - agent or by thin a vehicle, but sholl not Include any vending mach. me or ony property, ony other Person tl'-all not effect a waiver or o change in any po of this policy other than such container, rented to or lecoted (e-. use of others but nor or coop the company from asserting ony right under the terms of f1,11 policy; sold; nor shall the terms of tl is policy be walled or changed, except uy endorsement 121 eperationb if the acddent occurs after such operaslons have Lvcn cam- 'issued to form a port of Ills Petry, signed by an authorized representahrve of pleted or abandoned and occurs away from oremiscs owned, renlcd or the company. controlled by the named insured; provided, odor ens shall not be 11. ASSIGNMENT, Ass;gnmert of interest under this pchry shell not bind Ike deemed Incomplete because improperly or defectively performed or company until its ransom is rn,Lrrrd hereon) if, however, H,e named insured shall because lurifier operations may be required pursuant to an agreement) die this Palle , dull cover !ll the numad Inroad's lujal lepreNenhve os the provided Further, the following shall not be deemed to be "operations• named ins,red, and ,2' sul otl4rw'gr la the prav4lans of Insuring Agreement ,lei Ike meaning of Ills porograph, Ia] pick-up or deliIi except f'om III, any pe'son h„vmg proper te,np:,nay eu sf udy'I any'wnnd autOmIltJHe ra bl,ed or onto a railroad Car, lb the malrrtenonce of vchiClel owned or used by nusamahlt^, of nn inter ~I, until 11n of polntmret 01111 gaal,hlallon of n•ch Iii or In beholl of lke Insured, lcl the existence of tools, uninstalled equip" Inpre;rnl Ifive; i d tlnd re=tie of rr,n, nLd,r,n ndJ,rs•od I., the i,•aced named meet and abandoned or unused materials and di aperotlons fore rh In the dr,.lnrmlant rind mndrd to the cold I is rl•, sun in Il,is ford„y Ill, fIle I,dhdnnt the ctassiFicotion $toted in division lei al the declarations lpacifhotlY nnale n rih,,f IiI,,,,dntion rl this pr,li,y. includes completed 'per cfiont PAGE TKM 19. CANCELATION. lira policy may be cc,nceled by the named Insured by sun if the named insured conce!s, earned premium 7110FIlfhhe. puted in accordance render tF eicol to fl,e co-parry or any of ds outhoeiied ogenh ar by moiling to with the customary short rate table and procedurany ca nce!s, e arned the company wr, ten notice sfa?,T when fwerecifier the concelatloo shall be eflecti~e, premium shall be computed pro ratr. Premium ad'Iuomert may be made either of This policy may be conceied be the company by mailing to the rowed irscred of the I me cancelotion if eFlected or as soon as procurable offer concelotion becomes the address shcwn in this policy Admen nmice slating when rot less than ten days effecth;e, but payment or fender of unearned premium is not o condiron of can. Ihereofter such r.;-cc non shad be eft F.e. The mn;ling of notice as aforesaid relation. ;hall ke r fRde nt p.oof of n„r.., The time of the s: -rende< or the effeUl`e 70. DECLARATIONS. Be o¢epionre of this policy the named insured agrees thin dale of ca ,,ta6an soled in the pence st 11 beco re the erd of the policy period. the sfafemenb in the dedarol,ors ore his agreemenss and representations, that Del sery cl such Art,-:, v7 '-e a brr by the named 'ns~ed er by the can pony sholl ilr'a posy is iss.ed in reliance team fire truth of such representations and that this be eq;l ,'eat fa m- ll'nq, policy icy emiccdiea all rgrenmerts it. virng bMween himself and the company or omy of ifs nye^,ts relotin3 to th':s insurance, IN WITNESS WHEREOF, TRINITY UNIVERSAL INSURANCE COMPANY hcs caused th~s parry U be s gr.ed by iu Pre%dept Ord a Secretor, et [),j us, Ti and countersigned on the decloroFuns pcge by a duly oufhorl;ed agent of the company Cl ,~~✓`i1e~i it PACE FOUR Secretary, presdenl { j I i COMPREHENSIVE GENERAL-AUTOMOBILE LIABILITY POLICY ~i TRINITY UNIVERSAL INSURANCE COMPANY OLD POLICY UALLAS, TEXAS SERIES POLICY CG NO. CO 7604 h21 DECLARATIONS 007677001-CG7680000 No. 7678 019 G. QEAN • I P 1 B • DALLASI,TEXAS rLINSURANCE R1 " "48., OLD POLICY NO. `U3 7604 h21 DECLAMATIONS WA 1010 Tom Code 11-10 17~ T'HE STATE OF TEXAS Prof. 1 • Map 9L l,, 5h. U Denton 51£3 bounty of KNOW ALL MEN BY THESE PRESENTS: Sa.,, Abbey and That J.c.,e P.2. . _ed. bbey.,... .by Li.llio Abbey, Attorney in Fact, Co-owners A....................... Denton of ..................County, Texas, hereinafter called "Grantor", whether one or more, in con- sideration of the advantages which will accrue to Grantor from the construction of the electric power line hereinafter described, hereby grants to TEXAS POWER & LIGHT COMPANY, of Dallas, Texas, an ease- ment and right of way for an electric power line consisting of a variable number of wires and one or more electric circuits, and all necessary or desirable appurtenances, and for a communication line and appurten- 0, b. irewster ances, upon, over and across Grantor's land in the Survey, Abstract No. rL Duton , ..County, Texas. The center line of said power line shall bi located across said land as follows: Beginning at a point in a -rorerty linc runnin,- northerAy and routnerly along the west side of Avenue "I" in Denton, Texas at survey station 0 plus O1p said point being located 558 feet, sore or less, in a southerly direction along the west side of Avcnre nI" from the northeast :orner of the above described property. Thence in a westerly direction for a distance of 322 feet, more or less, to a Texas Fewer f: Light Company distribution deadend pole and attached €uy at survey itation 3 plus 23, said guy to extend 30 feet, more or less, in the same westerly direction to a Texas Power A;,.Light Company di.stri•xition guy anchorage, said pole to be located 30 feet, more or less, in a sodtiterly direction from a swirLning pool located on the above des: ribed property. _ homestead 40 ANA40A APOP14bed property son-titut" 310 Part of dwe f This description Is based on a preliminary survey, and it is understood that said Company may relocate said line in the same general direction before or at any time after construction, and may relocate any of its structures along tl•e course of said line. Said Company shall have the right Q+ erect ......................poles '..........stubs, and .......................guy anchorages along the course of said line, togett,er with the right of ingress and egress for the purpose of con- structing, Improving, Inspecting, maintaining, operating and removing said line and appurtenances; the right eo relw.te veld tine in the ixmo relative position to an adjacent road if and when said road to widened in the future; the right to install additional electric circuits along said line; and the right at all times to cut away and hoep clear of said line and appurtenances all trees and other obstructions which, in the sole judgment of said Company, may endanger or interfere with the proper maintenance and operation of said line. TO HAVE AND TO HOLD the above described easement and rights unto tn%• said Company, Its succes- sors and asigns, cntil said line shall be abandoned. 1 EXECUTED this .../k..........day of .✓1...1~'...................................... , A, D. 29.~!.r.. Witnessed by / / /l 1 4...... L fir. ~r y M CERTIFICATE OF ACKNOWLEDGMENT FOR INDIVID)IALS THE STATE OF TEXAS Defiton County of BEFORE ME the undesi ed authors ~;2m Abbey gn ty, on this dry personally appeared . known to me to be the person(6 whose name(0 is VA) subscribed to the foregoing instrument, and acknowledged to me that executed the same for the purposes And consideratlon therein expressed, GIVEN UNDER MY HAND AND SEAL OF OFFICE this . / P'day ~f A. D. , Notary Public___ Benton County, Taxas n e? `'ZMAu i i o0 ! ! i I mil, 1 CQ i >I ~ ~ ►e,r. i , ' I l N g i ! (4 CERTIFICATE OF ACKNOWLEDGMENT VOR MARRIED WOMAN THE STATE OF TEXAS ) County Of_- BEFORE ME, the undersigned authority, on this day personally appeal Rife of................................................................................... , known to me to be the person whose name is subscribed to the foregoing Instrument, and having been examined by me privily and apart from her husband, and baying thi same fully explained to her, ebe. the said , acknowledged such Instrument to be her act and deed, and declared that she had willingly signed the same for the purposes and consideration therein expressed And that she did not wish to retract it. GIVEN UNDER MY HAND AND SEAL OF OFFICE this __day of A. D. 19......... Notary Public .._._..._.._._.,__.._,.....County,TeRAL CERTIFICATE OF ACKNOWLEDGMENT FOR CORPORATIONS, ASSOCIATIONS, CHURCHES, SCHOOL DISTRICTS, ETC. IRE STA'L'E OF TEXAS County d BEFORE ME, the undersigned authority, on this day perronally appeared , (Title) +f.»»._.................................. known to me to be the person(s) wbose name(s) is (ors) subscribed to the foregoing Instrument, and acknowledged to me that executed the same as the act and deed of and as........... ..................thereof, and for the purposes and consideration therein expressed. (T1Ue) GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , A. D.19 u».»»....u.»u. .».»..».».n....».».........n»...... uJ.......»»......... , Notary public ....._.................._...County, Texas f CERTIFICATE OF RECURD T1IE .iTM OF TF:z AS COUNTY OF DE,TO\ 4 I, A. J. B;1R\ETT, Clerk of the County Court in rnd for Bald county, do hereby certify that the fCy.J~egoing tnt of writing, with its r.erhihi.;e uc nnthen- tlcatior• s filed for record the ~ / d2y of /X Zt ??I. A. D., 19 6 at 9- o'clock- bT., and duly recorded the I~ day <fA. D., 19 at 9•'/U o'clock • AS., In Volume Page ~..:.r the AY.-Z~ Records of Denton County, Texas. 1vtt Aq my hand a seal of c'rice at r~enton, Texas, the day and year last above written. A. J. BARNETT ~ ~Deputy Clerk cif the County Court, Thmton Co.. Texas. STA'1'>!, t 3 ` T:'Ck5 p CCf::TY T r. , Eefcre c c _ a r,ot, s y lIlic 31-, L0a0r t.ca'zi r, ^o•:ra, on this d.1V rcrso--l.lp a r^.re i; et E', }:bix, TO ' , to CC tl,r ti',,'C ntt :e i9 sibscribee to t1:e fcrc[;0ir.i; i.r.stru .c.:,t C ttc'rrc% :i.ll fact for doe icced Ahbey, tr.e -arty tcereto, and a6mot7l.ed ed tO .c tl'at , C r ec.ited trc ca-:e as : ttcrncy fact for t%:e Joe heed t.bbcy, and t':.':t Jcc a•: •_d Abbey executed ti,.- sa::c by and through I er for t;.e pi,rc'ese a,:ri corisi der2tiOn t rrrcin c:u ros3ed. i. c i C iCL tt,.s t%,r td, "dl of ^ It t _ 19 % . Cot,~j I;r t, J1 C, Lcntci,Ccunty~Tcxas • WA 1010 ra.m ee-lase Code 11-10 9880 i'roj.6 THE STATE OF TEXAS clap 944, Sh. 1 enton County of_ D..................................... SNOW ALL MEN BY THESE PRESENTS: That .b. L. Clark and wife Ruth lie Clark of Denton ........._......._.................County, Texas, hereinafter called "Grantor;' whether one or more, in considera- tion of the advantages which will a xrue to Grantor from the construction of the electric distribution line here. Jnaf ter described, hereby grant- us TEXAS POWER & LIGHT COMPANY, of Dallas, Texas, an easement and right of way for an electric distrit ution line, and all necessary or desirable appurtenances, and for a telephone line and appurtenances, upon, over and across Grantor's land in the ....A, ti. b. Tompkins Survey, Abstract No.......1246 F7cnton Texas. County, _ . ,r The 'ter tine of s id dbtribution line shall be located across said land as follows: Begi pg at aoi7tt in a property line running easterly and westerly along the south s d of Willora'o+gd,Dr., Denton, Texas, said point being located 20 feet, more or less, in A easterly di action from the northwest corner of the above described propertye Thence 3._4 sout4 sterly direction a distance of 49 feet, more or less, to a Texas Power & Light dompany distribution angle pole wed attached guy at survey station 0 plus 50, said guy to extend 30 feet, more or less, in a northerly direction to a guy anchor. Beginning again at said angle pole at survey station 0 plus 50. Thence in a southerly direction along the east side of Be L. Clarkle property line a distance of 220 fait, more or less, to a Texas rower ee Light Company distritution deadend pole and attached guy at survey station 2 plus 70, said guy to extend 30 feet, avers or less, in the same southerly direction to a guy anchorage, said pole to be located 70 feet, more or less, in a westerly direction from a residence on the above described property. Tha aboua ~'wcribed preperty~~eaatftates haunt-of-my lwmestead.-- This description is based on a preliminary survey, and it Is understood that said Company may relocate said line In the same general direction before or at any time after construction. Said Company shall have the right to erect...........? .........poles,....-. P stubs, and.-......... ..2......... guy anchorages along the course of said line, together with the right of ingress and egress for the purpose of con- structing, Improving, inspecting, maintaining, operating and removing said line and appurtenances; the right to relocate -aid line in the same relative position to any adjacent road if and when said road is widened in the future, and the right at all times to cut away and keep clear of said line and appurtenances all trees and other obstructions which in the sole judgment of said Company, may endanger or interfere with t e proper main- tenance and operation of said line. TO HAVE AND TO HOLD the above described easement And rights unto the said Company, Its sucew am and asigne, until said line shall be abandoned. 00 EXECUTED this- .~....day of C.-.:........ , A.D. 19. 10~ Witnessed bye . _ _ 1 ,r' ~?z CERTIFICATE OF ACKNOWLEDGMENT FOR INDIVIDUALS THE, STATE OF TEXAS Denton County of.. BEFORE ME, the undesigned authority, on this day personally appeared_................ B. L. Clark known to me to be the person(stwhose name(s) Is (are) subscribed to the foregoing instrument, and acknowledged to- me that h~ ..executed the same for the purposes and consideration therein expressed.. GIVEN UNDER 31Y HAND AND SEAS. OF OFFICE th~s~u . ~ yday of A. D. 1 Notary Public _ .-County, Texas 3 j oa 0~~ ~ n t+ Nil t Y Pr' ° b } m X70 14 eq t ` f o I loft y I s) v \ O i a CERTIFICATE OF ACKNOWLEDGMENT FOR MA * WOMAN THE STATE OF TEXAS Denton BEFORE DiE the undersigned authority, on this day personally appeared Ruth M. Clark b. L. Clark . ........................................wife of.................... , known to me to be the person whose name is subscribed to the foregoing Instrument, and having been examined by me privily and apart from her husband, and having the same fully explained to her, she, the acid.. ......w : 4 acknowledged such instrument to be her act and deed, and declared that the had willingly signed the same th purposoii"ftit consideration therein expressed and that she did not wish to retract it GIVEN UNDER MY HAND AND SEAL OF OFFICE this ...z.rrf~....day of is Arb r' Notary Public rr~- y, Texsei. r AS ro i n I • 1 .•.e 1 1 i~~ ~ CERTIPICATE OF ACKNOWLEDGMENT FOR CORPORATIONS, ASSOCIATIONS, d; CHURCHES, SCHOOL DISTRICTS, ETC. THE STA'T'E OF TEXAS ~ County cf.... CERTIFICATE OF RECORD THE STATE OF TEXAS t 1, A. J. BARNETT, Clerk of the County Court In and for sal COUNTY OF DENTON person(a) whore name(a county, do hereby certify that the foregoing Instrume5tof writing, with Its certificate of authentica- axaeut*4 the acme as the tion was fi for record the.,,,, -0 day of....--Aa`If_/) ~...o... A.D., ildl............ at...lf t.,d and u......._ o'clockM., and duty record''e/dd'tbg,~Q..... day of 04/24.,,N................... AIDD. ,li_b,Zl...,,/at. o'clock....r,,.M,, in volume ..,.Y`. post ,,,,,,,,,,,,,,,,,,,Y..~ of the . Records OIVEN UNDER M1 ..of Renton County, Texas. Witness my hand and seal of office at Denton, Texas, the day and year last above wtitten~ A. J, BARNET my..... • .............w,.....,. putt' Clerk of the County Court, Denton Co., Texts CERTIFICATE OF ACKNOWLEDGMENT FOR INDIVIDUALS ' THE STATE OF TEXAS Denton County of.................. BEFORE ME, the undesigned authority, on this day personally appeared...._..................... B. L. Clark known to me to be the person(alwhose name(Y) is (are) subseribed to the foregoing instrument, and acknowledged to me that }1! executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAS, OF OFFICE this p of....... A. D. Notary Public .....County, Texas i A i H Imo; p, O V 1 V girl 44 k H aw tt i ~ ~ ~ na V ~ i ~ ~ ~ Pea O . I CERTIFICATE OF ACKNOWLEDGMENT FOR MAR WOMAN THE STATE OF TEXAS j County,uf............ DeDe,_.nto.....n - BEFORE ME, the undersigned authority, on this day personally appeared ..................Ruth.....M .......Clark.......................... wife of........_............. b L......._...C]a.....r...k known to me to be, the person whose name is subscribed to the foregoing instrument, and baying been examSnad by me privily and apart Ruth (ti. from hoe hnsbaad, and having the same folly explained to her, she, the said Clark.a' " ~`11 , acknowledged such Instrument to be her act and deed, and declared that she had willingly signed thQ same th8 purpos And coasiderPtlon therein expressed and that she did not wish to retract St GIVEN UNDER MY HAND AND SEAL OF OFFICE this ..rZ ~i/ :.day of-,-......... 1~.~ j .c, A, D }ll~.~. r . w Couny,Te Notary Public ? r. 'Texas CERTIFICATE OF ACKNOWLEDGMENT FOR CORPOdATIONS, ASSOCIATIONS,,.' CHURCHES, SCHOOL DISTRICTS, ETC _ ~y# THE STATE OF TEXAS County of BEFORE ME, the anderdgned authority, on this day personally appeared Intl) Of known to me to be the person(s) whose name(s) Is (are) subscribed to the foregoing Instrument, and acknowledged to me that executed the same as tho act and deed of sad u..... ..................,....thereof, and for the purprses and consideration therein expressed, GIVEN UNDER MY HAND AND BEAL OF OFFICE this ....dayof,...._........... , A. D. 1St....... Notary I?abife -...County, Texas. I ~j ry~ F I Z I O 3 0 3 ~;g C, I A nm • ~ K ro' 'a1 0' 'Y I 3 OQ L 'r 2 A ro $ ~ I ~j I ~ r-r a ~q M r N y0 i o N 3o p y ry~ I it ~ 3~`^~ yiy m 4 i M td3 Qz 13 ~[~QL C pP O PQn I O 1~ W +S~ sS N " ~5 T ~ ~ l O I F. e $nw tA rill oz) 9 M ~'I ~ ~ ~ ~'fi c t