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Home My WebLink About1975 AN 01 big i]t RA MORk 0 RA9R PROJECTi MATER TRANSMISSION MAIN z CONTRACTS `.-851 OWNERi CITY OF DENTON, TEXAS CONTRACTORS BROWN & BLAKNEY, INC. CHANCE ORDER NO. 1 DATEi AUGUST 131 1975 CHANOE OR EXTRA WORK TO BE PERFORMED Furnish any install a 45°-00' blind (left) at Sta. 33+99:611 a 45°-00' bend (right) at Sta. 34+21.119 and lower top of pipe to elevation 608.5 to clear beneath existing 10" sanitary sewer. Total additicr. to contract amount ■ $1,146.00. i Previous contract amount 52230691.00 Not(Increace)(lUi7EX4619)In contract amount 1,146.00 Reviled contract amount $224,837.00 Not(Increate)(MIQU)in contract time of completion 7 Calendar Days Revised contract time of completion 82 Calendar Days after delivery of pipe and valves. Recommended by Approved by OWNER FREESE AND NICHOLS ✓ By Dldritiulleni " ~ / 7s Approved by CONTRACTOR 1-Omer j I - Cenlree►sr l I F. i It. 01ned pm m n Y .'yq°In ~1 M r 2 px a`1'fYr Va e,~:i 5 r)' 1 1 5 S~1 '~r~ blur 4~\~ 'Y 1 DENTONs TEXAS WATERWORKS IMPROVEMENTS SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONSTRUCTION OF A 42" WATER TRANSMISSION MAIN BID NUMBER 75-8251 MARCH 1975 FREESE AND NICHOLS CONSULTING ENGINEERS f M~.p 1 I ` yr '11L,~+ 7 y -r TABLE OF CONTENTS Page NOTICE TO BIDDERS a INSTRUCTIONS TO BIDDERS b PROPOSAL d SPECIAL PROVISIONS 9 MINIMUM WAGE SCALE o CONTRACT AGREEMENT I PERFORMANCE BOND 3 y PAYMENT a0N'D 5 GENERAL CONDITIONS OF AGREEMENT 7 DETAIL SPECIFICAtIONS Section No. 101 - General Requirement 102 - Excavation and Backfill 103 - Line, Grade and Cover Over Top of Pipe 104 - Pipe Embedment 105 - Cast Iron Pipe and Fittings 106 - Installing Cast Iron Pipe and Fittings 101 - Concrete Pressure Pipe 108 - Installing Concrete Cylinder Pipe 109 - Gate Valves 110 - Air Release Valves III - Concrete - Structural, Blocking, Cradle, Etc. 112 - Pavement Replacement 113 - Railroad Coossing 114 - Hydrostatic Test and Sterilization 115 - Electrical 116 - Miscellaneous 117 - Project Maintenance and Cleanup 118 - Basis of Payment APPENDIX - Shop Drawings of Owner Furnished Materials K 6 y p~ n ^ 4 F Y~ Y l i e •5.~! . IY Z~ y*r : s, ('pp'"aS+* 7444 p!TT, ~i.,>Liod.S4 N~V~j r '1" R • Y y K„b ➢ ` N ~°i r ~ ~7. ~j >^S`fj, 9"II ! a v l 'iY *in1t t~ti A i &4 Y',` ~r phi 42~' a , n 4 b A !PATER Y SMIS916N MAIN ' $1D NUMB R 76-8861 , ADDENDUM N0:.1 41 , March 20o 1975 Bids to be Opened: 2:0C PA s March 25; 1975 SPEC IFI0~ ITEM 109. GATE VALVES: The 36" gate valve at Station' 164831,6 em , r ph C ,'P• 109-2) shall have Standard.'ASA 125 lp, flongas instead of gasket ends PLAN SHEET NO. 2: lee at Station 18;83:6 shall have 36" flange end to the east, or connec ion to 36" flanged gate valve. furnish ahd,,instail a flange ` end-gasket er,d adaptor for connecting 36" pipe to, the valvef.5' LADt SHEET N 0.g : A } P Con crete i e'p*nhoies for air release,yslyshall, be q- I nc ~ concrete, sitar, pipeiy ASV C•76i' ClAis ?:1. he stoel' plate , cover for 09° manlbles shall. b> spit into: two (2) halves and hinge~l f6 ' the center wf h; fourY Q) hinges'4 168"31, x 1/4" collar, shall',be?retained around the,fo ~citYi?mfere'rtce of the cover but shall rot be attached "to It, Ir "I:Wcoi$rlalf to be;raised, Bidders A411 d'Cknowledge reCetpt,cf this,,Addendufn 1n Ifie, space proyI'ded n 4e Proposal FREE-StiNg'NICHOLS engineers fry , 31 i }F~~ t C" yLY *cer 75 gENTON,SSN S 42;'~WAIER'1"RAEUI[N r# L BID NUMBER 6-8911 ADDENDUM NO.+2 I Harsh` 21, 106 f Bids to be Opened: `2:00 PA. March 26, 1975 BID mpOsh ITEM'NO~. 8: "Pescrlptloh of Itep? shall bo changed to read 3 "3b" fl 1ged end Gate Val W instead of "36u gasket'eAd Gate Ya1ve." nBi&ors $hall a6~6wle016 receipt'of"thi's' Addendam tit the pace provided in the Proposal. .r : FREES MO'NICHOLS , • r Consu ting Engineers t lf, alp t 'r ati r ° w~a r r • r ` w r. 7 zL~'. e 7 -71,71 NOTICE TO JIDDERS Sealed prop sals addressed to John'J. karsh'all, Purchasing Agent of the City of Denton, Texas, will be received at the office of the purchasing Agent in the Municipal Bu Iding until '24.00 P.M.': C,S;Q L: 'MarCh'25, 1975, for the following item: BID NUMBER 70-8251 42" WATER TPANSMISSION MAIN At this time and place the proposals will be publicly opened and read aloud. Any bid received after closing time will be returned unopened, Copies of plans, specifications and Contract Documents are on file and may be examined without charge in the office of the Purchasing Agent in the Municipal Building, Denton, Texas. Copies may be procured from Freese and Nichols, Consulting Engineers, 811 Lamar Street, Fort Worth, Texas, upon a deposit of $16.00 as a guarantee of the safe roturn of the Contract Documents. The full amount of this deposit `will _be returned to each bidder upon return of the documents in good condition, providing the documents are returned within ten (10) days after the openinglof bids'. No refund on Contract Documents will be obligatory after a period of ten (10) days. A cashier's check, certified check or acceptable biddet's bond payable to the City of Denton, Texas, in an amount not less than five 6%) per- cent of the bid submitted, must accompany each bid as a guard+itee that, if awarded the contract, the Bidder will, within ten (10) days of award of the contract, enter into a contract dnd execute bonds on the forms provided in the Contract Documents. Attention is called to the fact that not less than the rrevailing wage rates, as established by the City of Denton, Texas, and as hereinafter mu st be paid h on e this f project. and which set are made h a i part the hereof Contract Performance and Payment Bonds shall be furnished as set forth in the Instructions to Bidders, In case of ambijuit), or lack of clearness in stating proposal prices, the City of Denton, Texas, reserves the right to adopt the most advan- ive tageous co bid may reject all bids, formalities. . N No may date of which bids are opened. CITY OF DENTON, TEXAS John J, Marshall, CPO Purchasing Agent a ty xa ! t ,i Y:1T` r r i ti y l.' 1'y 1 INSTRUCTI()'ia TO BIDDERS _ 1. PROPOSAL FORM:: Bidders shall use the proposal forms included in the docum'es or eac contract. Proposal forms are to be left attached to be furnished shallmbenincludedcInvsameysealedrenvel pelwithtt". posalto 2. DELIVERY OF PROPOSAL: It shall be the Bidder's responsibility for the a very ohs proposal at the proper place by the time stated in the Notice to Bidders. The m<:re face that a proposal was dispatched will not be considered. Each propos,31 shall be in a sealed envelope plainly marked with front t cover d of thnrConti-act and of the projcct as shown on 3. BID SECURITY: Each bid must be accompanied by a certified or cashier's chec or an approved bidder's bond made payable to the Owner in an amount of five (5%) percent of the largest possible* total of the hid as a guarantee that, if awarded the contract, the Bidder will enter into a contract and execute all necessary bonds. 4. PFRFORMANCE AND PAYME T BONS: Performa"ce and payment bonds in the amount o no ess an one hundred-percent 100%) of the contract price conditioned upon the faithful performance of the contract, and upon ppayment of all persons supplying labor or furnishing materials, will be required upon the forms which are `a part of the Contract Docu- ments. Bonds shall be executed by a surety company acceptable to and approved by the Owner, authorized to do bosinpss in the State of Texas, and acceptable for underwriting of risks as indicated by the latest revision, Treasury Department Circular 570, listing companies holding certificates of authority from the Secretary of the Treasury as ac- ceptable sureties on federal bonds, The period of the Performance Bond shall be extended one year from the date of acceptance of all work done under the Contract, to cover the guarantee as set forth in the Special Conditions. 5 BIDDER'S KNOWLEDGE OF CONDITIONS: Prior to submission of a proposal, bid ers s a eve ma e a t oroug inspection of the site of the work and a thorough examination of the plans and specifications, and shall become informed as to the nature of the work, labor conditions, and all other matters that may affect the cost and time of completion of the work. 7, INTERPRETATION OF DOCUMEKTS: If any person contemplating submitting a bi or a propR con r,cf is in doubt as to the meaning of any part of plans, sppecifications, or other proposed Contract Documents, he may submit to the Engineer a written request for an interpretation thereof prior to 48 hours of the time for opening of bids. The person submitting the request will be responsible for its prompt delivery. Any interpretation b 111 1 ]J (S\ of these documents will be made only b addendum duly issued and a copy of such addendum will be wiled orAellvered to each person receivlny a set of such documents, The Owner will not be responsible for any other explanations or interpretations. 8. II TE PRE ATION OF' UOTEb'PRICES: In case of a difference between the written Words and the figures in a proposal, the amount stated in written words shall be considered as the bid. 9. AWARD OF CONTRACT: The Owner reserves the right to award the contract based " its ec s on as to the best bid submitted, The Owner also re- serves the r,iaht to reject any or all bids, Unreasonable or unbalanced unit prices will be cause for rejection of any bid. END OF INSTRUCTIONS TO BIDDERS c - ` e s Y Sµ. r y Y r_ PROPOSAL . Denton, Texas March 25 1975 PROPOSAL OF Brown A Blakne , Inc. A Corporation organized and existing under the '.aws of the State of Texas , a partnership consisting of the business name of an ind!• 'dual. TO: Mr, John J. Marshall City Purchasing Agent Denton, Texas PROPOSAL, FOR: BID NUMBER 75-8251 - 4211 WATER TRANSMISSION MAIN The undersigned Bidder, parsuant to the foregoing Notice to Bidders, has carefully examined the Instructions to Bidders, this Proposal, the Special Provisions, the' form of Contract Agreement and of Bonds, the General Con ditions of the Agreement, the Spe0 fications, the Plans and also the sit;_ of the work, and will provide all nec;,;;ary labor, superintendence, machinery, eqyuippmment, tools, materials, services, and other facilities to complete }ully all the work as provided in the Contr,jct Documents; and binds himself upon formal acceptance of his Proposal to execute a con- tract and bonds, according to the prescribed forms, for the following prices, to-wit: Item Description of Item No. Unit Estimated Unit Amount uantit Price Install 36" Owner Furnished Concrete Cylinder Pipe and Fittings L.F. 245 $20.00 2. Furnish 6 Install ; 4_ 90 42" Concrete Cyl. Pipe & {'ittings L.F. 1,650 $50.00 $_2,1100O 3• Furnish & Install 30" Concrete Cyi. Pipe b fittings L,F, 1,670 $31.30 $ 52,271.00 d rY .'~T 71 IL" Y. Item Description of Item Unit Estimated Unit Mount No. uantiM Price 4. Install Owner furnished Venturi tube, trans- mitters & receivers, incl. electrical & concrete vault L.S. 1 ; 61000.00 5. Connection to exist. line at water Treatment Plant, inci. C.I. sleeve & instal. of 2-Owner furnished B-F valves L.S. 1 x 3,500.00 6. Furnish & install 24" Flange-end Gate Valve Each 1 $4200. $ 4,200.00 7. Furnish & install 30" Gasket end Gate Valve Each 1 $7000, $ 7,000.00 8. Furnish & install 36" Gasket end Gate Valve Each 1 9900. $ 90900.00 9. Furnish &''1tistall 3" Air Release 1200, 29400.00 Valve Assembly Each 2 $ $ 10. F-jrnish a install 0" casing pipe beneath Railroad L.F. 56 ; 140; x 7,840.00 11. Furnish & Install 60" casing pipe 109 x 160. 17,440.00 beneath Railroad L.F. 12, Granular Embedment Material C.Y. 925 x 4. x_3,700.00 13. 1500 psi Concrete Blocking, Cradle & Encasement C.Y. 265 x 50. x 13,250.00 14. Stabilized (2:27 x 18. 280 x 5,040.00 backfill C.Y. 15. Pavement Replacement S.Y. 150 x 25. x 3,75 000 TOTAL AMOUNT BID $ 2230691.00 e e~~at NY w ( an award tiithin ten (10) dunderf er f w 11 executenthe Contract Agreement and will of contract, the furnish appproved surety bondsis and thfuluperfohrmanca of therContract$ In the Contract Documents for the fa the event the Contract hera nhednbidosecuritynIn th camoeantiOfin time above set for Five (5%) ercent of total amount bid - for the delay as liquidated damages is to become the property of the Owner and additional work caused thereby within five (6) da i The undersigned o commence v k jrand ork to substantially comp $,after written notice to ete the work ._.,5 ~ calendar days.after delivery of pipe and valve:.. 7 on which he has bid in J.5 Receipt is acknowledged of the following addenda. Addendum No. dated 3,20-76 Addendum No. 2 dated 3-21-75 Addendum No. Respectfully submitted, ti BROWN 6 BLANKNEY, INC. ~ .Q By ire-President - te p, 0. Box 12065 - 7 O R a an Drive For_ Worth ~ Texas 76116 rest SEAL (If Bidder is a Corpoveition) f r'dr • r. W ' r i w L ro+r 'd4 1 i V d 1"t r} i~0' di °l foYra s " 1 Z S t .11- 1 t SPECIAL PROY:SIONS 1. SCOPE: The work inclpded,under this contract consists of installing ' some Owner furnis}'jd materials, and furnishing and installing all remaining materiels, appliances, tools, equipment, transportatic'n, services,: and alt* labor and superintendence necessary for construction and completion of a water transmission main connecting the City of Denton's Water Treatment Plant to their stater Distribution System. The project comprises i;istallation of approximately 250 L.F. of 36" concrete cylinder pipe'.furna'shed'by the Owner, furnishifig~and installing 1660 L,F. of 42" concrete cylinder pipe and 1,670 4f. of 30" concrete cylinder pipe, complete with valves, conneotlons outlets, meter, vaults, and other appurtenances shovon in the`°P1ans and 'specified herein. 2. TIME OF COMPLETIONS, It is anticipatedrthat a contract will be awarded an a work or er.given to allow work to begin by April 15, 1975, The Owner,desires that the,connection to R'x sti p1pp,fng"at,t' . water Tre& Wht plant b6completed prior to May , , 1975,'and"that the entire project b' Completed and in service by July 1, 1975.. The unit prices bid fort a various components of ,the pt'bject,shal be based upon completion accorditf to that sche u1e.; Delay of is- sua~~ce o~'`n ,Mork', order beyore1 A r 1 ` 15, :<1975,, w~1 Y be ,06' nds' for entering fhe date foronnectt~n at the' he hater treatment,,and, the date` foe final colpletion, a~ `equal number of days$ In the event the, Contractor fails to complete the project. within the Sehtractor.wdine set forth above, the.Ouner shall recoverr~.a 0 nd the Con- 4r do foreeach ca pleyndar 9dadaafterathgeescheduledamkrit completion that the water line 1s not in full beneficial service, on date The finer shall be the soic judge as to whether. the work has.been completed within the aiioted time, The amount or amounts shall be recovrared by deducting same from the monies due or that may become due, the Contractor, and if said monies be Insufficient to cover' the amount owing, then the Contractor or his suretyy shall lay any additional amount or amounts due. The amounts shown for iquidated damages in Pararaph 4.04 of the General Conditions of Agreement 0vA l not be app]icable to this Contract, .3. MATERIALS FURNISHED BY OWNER: The Owner has on hand at the Water rea men Plant, an will furnish to this Contractor for this Contract installation, the following materials: A. 36" Concrete Cylinder Pipe and fittings from Station 0+02.8 to station 2+10±, with the exception of two (2) grade alaptors, 9 .5u~.8 r ~ ,.^l1i ~a'~~~A` Y r ~ 4. % +~r'~~ ,.~r H t YwC~:4.~j`~ ~ t ~'hY~j P'e4~ r ,py~,~' ~ ~ ,y ~ A~ ~~S~'• 1, h• f 1 -ail ~~n7~~ ..,~f }it`LY } Al 1 ti f y .P B. 36" Concrete Cylihder Pipe and Dished Head Plug - one 32' Joint and one 14' joiAt - to be installed southeasterly from tee at stiti6n'1$+83.6. • C. Two 12) 36-inch mechanical joint end butterfly valves. D Flanged end, 36-inch, cast iron venturi tube. E. Manhole ring and cover for meter vault. F. Dual transmitters and recording receiver for connection to venturi tube. Available shop drawings for the above listed materials are attached as an appendix to these specifications, Materials not furnished by Owner are pipe gasket materials, flange bolts, mole steps, vault reinforcing steel, concrete pipe grade adaptors, and cast iron pipe sleeve. This Contractor shall examine the materials to bo f onished prior to submitting his' bid, and shall be resppoon sibl ,f6i" furnishing any W,br materials necessary to, complete the ivtstallatidn at nc,.additiorkil cost to the.Owner. 40 SE UENC OF C`NSTRUCtln I diately Upon notification of 4on". traU wad, the ontra,hi•.,sha proceed wlth preparations for.inaking trio 'conned ~.iot~ to the exis~tn 36Lintfj cast. iron pi eat the Water Treatinenttislant.: Theennti tp': c iriii'invo}we retebvl~f'a; 94°cast , n'd iron`.be' tad replacement w a coric>~ete,`cy~' tee,~~nstal ation of.a 36" nistMiron venturi f'loW tubo, aii'd lh:lihdetallution of apprioiiarately y,6_linear 'eet of concrete cylinder pipe, %long with all necessary, c?ncrete b~ocking to resist thrust.;, The 14ter treatment. Plant High Ser4 a Pwpingg Units which supply water, to the Guy's distribtjtion system will ba out of service while this_connectioh i'being made ',and a maximum of 48 hours' time of the pump§ will'be all"oWed. Th'e'methods proposed fbr'each Ste ''of the. installation,shall be carefully planned and `reviewed with f, a Owner and the Enggsneer prior to beginning tie work. `Ali concrete cylinder pipe pints, except connections to cast"iron, shall be welded, and al ,concrete for encasement and thrust blocking shall,be made Using Type 1I1, High Early Strength Cement. Attention W directed to the rec;uirement of changing the connection on tie branch of the existingg 30" concrete tee from a lead joint type bell to a mechanical joint type bell end. This work shall be done by the concrete pipe manufacturer. It will also be necessary to procure all flange bolts and gaskets and a 36" cast iron sleeve prior to beginning the work. The project connection shall also the line at the the Owner a daEngineer, and h y Y y -FF t r'r' kz 1 A• ~ yq. ~ •v'( 4 {1we y shay be Completed within a total "down" ti *M no of the eg'ls#i .',fi o %plve 12) hours, A clo;ure piece shdlj useo°i4~'final°connection a 'field measurements, both "horizontally 41 vertitglly, shall be made of existing line location before closure is iIa factured, i6d before new line is laid closer than 200 L,F, to°the point of connection. S. RIGHT-OF-WAY: The Owner will provide right-of-wa or easements a ong a route''of the pproject. The 'Contractor shall take all reason- able precautions throughout the work to prevent injury or damage to adjacent land and to 'structures, fenceso trees or crops, thereon, and be responsible and save the Owner harmless from any damages or claims arising therefrom. The right of Inggress and egress to the easement will be provided where the lr,nition crosses streets or City owned property, If the Contractor d%fl res right of ingress and egress he shall make such arrangements with the property at other ts, own expense. ownerspatnhis Where the pipe line trosses private property line 'fees', the p'roperty is not accessible through an existing gate, the Contractor shall. build a ?ate to be used during construction. Na fence cutting will be permlitted without first providing adequate ahch9ragi stain tension in the wire fences . T. f 'r kee'in these gate"s'closedhe. Canfr"actor shall'pe repo'ible ¢ p g so that livestock canhot' go through. The wiith of righte,of-way along p'r'ivate property is sholn on the Plans. All materials and equipment shall.: be kept within the deliggnateo right-of=way. Trucks, automobiles and e 4l I no t0,get outside of'the right-of-way at any rime U wiss spec fio permitted mission is 'given by the land owner. Y Any damage which is done' to existing fences, culverts, d' wires, etc., sha 11 be re aired to equal or better conditions i thany existed before the damage was done, at no expense to the Oxner. b. §AFET PROVISIONS; This Contractor shall provide barricades,' flares, warn ng "sfg`n and/or flagmen at all public streets and crossings to minimize danger and inconvenience to the traveling public.' 7, CONSTRUCTION WATER, Construction water for trench jetting, testing, etc, will i3 urnished by the Owner at the nearest fire hydrant' to the project at no cost to the Contractor. The City will install a meter on the hydrant and the Contractor shalt furnish and install a gate valve on the outlet so that it will not be necessary tb operate the fire hydrant valve in obtaining water, 8. D1S OSAL OF EXCESS MATERI~1 various . This Contractor will be required o dT_ spose o a excess rt, rocks, and other debris from the Excavations, which may not be required for back.ill purposes, . i r. '~'A 4~y~CC {r~ zQ%f U~¢ Yv ~ F x P ! .,A- 4 Disposal site shall not be on the R., W and all disposal costs shall be the .Contractor's. N UNIT 0 aES AND EXTENSIONS: In cats of an error in multiplication o ar% an y an un pr ce bid for any item in the Proppotal,'re- suit,hg in an erroneous. total amount bid for.the''item, the unit crice•wili'be considered as the bid, and will be used in comparison of bids and for payment in the event the Proposal is tha of the cause for successful rejbidder.ection of a kidUnreasonpb1e or unbalanced unit prices may the r 10. CHANGE OF LOCATION: No change in the alignment is contemplated. owever, s ouTd hange be n,cessary, the Owner reserves the right to make such change. Any such changes will be compensated for at the unit prices bid, for materials actually installed, 11. UNCLASSIFIED EXCAVATION: Excavation will be unclassified, 120GUARANTEE: The Contractor shall guarantee the pipe line against leaks an breaks due to defective materials or workmanship, for a period of one year from the date of written acceptance by the Owhdr. Damage or leaks due to.acts of God or from sabotage and/or vandalism are specifically exempted from this guarantee,. The Contractor shall arrange for'the PerfoemangP Bond to be extended for one year after final acceptance, as a pao, of this, y;Iaranteen ~ if of `diefectiye. material an'd wiil'lunail~. ip,a're.discovered,,reo red pairs'"ere'to be'made under thii``g ranteeand all such, repair work"shalI be done by this Contractor at hi i own expensd within five days after written notice has"been,gi.ven him by tho Owner, Should' the'Contractor fail to make the repafrs within five days' thereafter, the Owner may make, the necessary repairs and'oharge the Contractor with V)e actutil'cost of-the labor and material re- quired. the guarantee shall also cover the maintenance of surfaces and structures oi:er the'trenciks for a period of one year after acceptance by the Owner.' 13. WAGE RATES: There shall be paid on the project not less thaK the genera prevailing rates of wages in the locality of the"project, which'prevailIng wage rates have been determined by the Owner in accordance with statutory requirements. There Is Included immediately classifications the eecminimumdratesswhichhhaveebeeniestablishedc'ov the Owner. 14. PROTECTION OF EXISTING STRUCTURES AND UTILM ES: In the preparation of plans an spec ca ens, !,1 1 a ng neer as endeavored to indicate the location of existing underground utility finds which are known to the Engineer. No attempt has been made to show minor lines or service lines, however, and it is not guaranteed that all major lines or structures have been shown on the Plans. Prior to the V ~ 1 S yy d S .~y N Y , ~ r sr u . •A.e 3': xy'14° S,a ,e 4°ti° !y~~7^eT :Q }+4.,'I 6Ai aw r?.. .v, ~ Sfi ni ~ a~ R' ~ *~'A SY n-tb y~e~S, ~k :'C y s r ~1-y I VT\ ~ S v y sta'rE x~f `Coristt ion,'th0 Contractor shall comnunltate with the INN rg reswentative of tha oil comp a,tlfetand uti,lio companies; inclydip byt.nOt limited ta;the o companies, a3 chi a company, *electric coro an any r , telephone p y, munlcip4ilties,"and an` other public and priva,te'Gtility companies, and advise said representatives of the route of the proposed construction in 'order to bbtafn'the assistance of the tility'ompanies in the location of and in the avoidance of conflicts wicth utility lines. The Contractor shall uncover and determine the elevation and location of all conflicts well ahead of the trench excavation. There excavation endangers adjacent structures and 'utilities, the Contractor shall, at his own expense, carefully, support and protect all such structures and/or utilities to that there will be no failure or settlement. Where it is necessary to move services wires, pipe lines, or other obstructions, the Contractor poles,, notify and cooperate with the utility owner. In case damage to an existing structure or utility occurs, whether failure or. ;settlement, the Contractor a shall restore the`structure or utilty to its original position without compensation from the Owner All c~sts of tempoar~ly 6r pe_rrtia ently relocating the conflicting .,u ii~titS shal be borne by the Contractor without extra comPen- l'.tfon from the Owner; lfiin the opinion of the Enggineer, cop` rate backflll is:necessary fob 0 suppport:of u y',lines X9k trenches, the.En IA er may ireci 150Q1b;' corcrete backfil be used. ' made to the !~~ntractor at 6 unit price for thePlnnstall'atfon-O such quantty`of'the 'concrete backfill as directed by the Engineer. 16. SALES TAXES: The Owner,qualM 4.as'an exempt agency,pursuant to Iiie prov s ons of .'article 2004 (p) of the Texas Limited Sales, E' Xcise and Use Tax Ac and is not subject to any State or City sales; taxes, The Contractor,performi,ng this,c.ntract may purchase, r6t or lease a11`materlals, supplies, equipment used or consumed 1n the of phis contract bay issuing to his suppler an',exemption certificatece pieu of the tax, said exemption certi icate complyingg`with State Com troller s ruling X45-0.01. Any such exemption certificate'issued by the Contractor in Lieu of ,the tax shall be subject to the provisions of the State Comptroller's ruling 095-0.09 as amended to be effective October 2, 1968. 16. SHOP DRAWINGS:' Based on plan-profile sheets which have been pre- pare y t e`l:ngineer, the pipe manufacturer shall furnish shop drawings of 'all pipe and fittings which are to be fabricated Shop drawings shall, include a schematic location-profile and fi tabulated layout schedule, both of which shall be appropriately referenced to the stationing of the pr6posed ipe line as shown oil the plan- profile sheets,. Shop drawings shaft be subject to approval of the k 1 4~dM"!'': ~ t t~~_fr♦ ~r i~ v ~~'~~e ~t~,. fl ' i ,A 4, l': ' ♦~i'','~4 'N,.~Vj~ti r~r ~c. 't-,~ f ' e e- } vEngineer and fabrication of pipe and fittings shalt kt be commenced until such drawings have been approved by the Engineer. Shop drawings shall also be submitted for approval for all valves, meters, instruments; and electrical wiring. Six copies of each drawing shall be submitted and three will be returned to the Con tractor after review. 17. I SURANCE REQUIREMENTS: Paragraphs 3.18 and 3.18.1 of the General on t ons o ggreement shall be deleted entirely and Paragraphs 3.18 through 3.18:5, as follows, shall be inserted: 3.18 INSURANCE 3018,1 i'he Contractor at his own expense sha11 purchase, INSURANCE vAintain ane keep in force such insurance as will protect him from claims set forth below which may arise out of or result from his operations under this contract, whether such opera tions`be brr himself or Ay ,any Sub=contractor or,by-anyone direr!ly or in employed by any of them or by anyone for whose acts any of them may be liable: WORKME IS (a) Such insurance as .1 ti. pprotect th6 Contractor ION from olaims und' t0gry workmen's.Compehsa 441 tion 1&4s,';:disab~li 1a or`'such other employee benefit laws as wflf fulfill the requirements tc t p erfcA Jormeu~ri,d SsdictIuc,h in which the Mork' is to p ovide~cove Such insuranco shall be amended ge for'mul,tiple jurisdictions and such other indicated.coverages '(U.S. Longshore- men's & Harbor Workers, Admiralty, etc.) as may be applicable. fMP(OYERS ; LIABMW (b) Such insurance as will protect the Contractor for damages because of bodily tM ury,'sickness, disease a death of his employeos apart from that imposed by Workmen's' Ccgklensation laws with such 6surance having a minimum limit of liability of not less than $500,000,00. COOMPOEE,NENC SfVE r (c) Such insurance as will protect the Contractor LTI~TI:ICv from claims from damages becim of bodily injury, personalA nfury, sickness, oisease or death with minimum limits of liability of not less than $500,000.00 ear;, occurrence and $500,000.00 aggregate. (d) Such insurance as will protect the Contractor from claims for damages for injury to or destruction of tangible property of others, including loss • 1 q ~r ~ o S r . x ~k (r i yl yS Y i ~ a i X n~ S l . w" . ~r•ry . M~+ 1 Jyt t n i ~6t` y+ r 1 -p~'»~~~' qx r~~ i 'S'~i ~3M n v'" I '2!! r '.4 R~ki`~' ~ , /Ya+l i Jiy ~KF~,~~~i ~ i ~'ETi y + a?, i i1 'M'd .I r J ! i f of, use thereof., Such colt erage shall include Broad. Form Property, Qamae and removal of XCU,, excl ;ions whefe.applita.hle., The minimum li imts of lability shall be $500,000.40 per occurrence and 500,000.00 aggregate. COMPREHENSIVE (e) Such Insurance as will protect the Contractor from U€`r claims for damages arisinu out of the main+enance, 0 TlTf4- operation or use of any owned, non-owned or hired vehicles. Minimum limits of lfo.billty for bodily injury and pproperty damage combined sh"allbe not less than 5500,000 each occurrence. ,ALL RISK (f) Property insurance upon the entire work at the OEM RISK site to the full insuriple value thereof. All Risk Builder's Risk Insurance shall include the interests of the Owrer, the Contractor, Subcontractor and Sub-6ubcontractor3 in the work and shall include, but not, be lionited to, the perils of fire, lightning, flood, collapse, windstorm, hail, explosion., riot, c1Vil, commotion, smoke,'M rcraft, land vehicles, vandalis "and malicious mischief. The Builder's Risk Insurance shall be endorsed to.pernmlt occupancy"prior to coipletien of 0064 4t on and pprior to accept- ancet.7the..Owner. A,copy of the Builders Risk Policy shall be filed with the Owner. STEAM BOILER (g) <tmam boiler and machinery insuranCe".if such' AND MACHINERY _ equipment is operated for other than tesf ppurposes prior to;final acceptance of the irork by the Owner. this insurance shall :"nclude the interests of the Sub-subcontractors in the work. 3 18,0, 2 The, Insurance re uired by''Artfcle 3618.1, para graphs (c) and (d) above shall be amended to afford coverage for: ProductsLiabilty and/or Completed 0perations, Blanket Oroad Form Contractual Liability specifically covering the indemnification assumed by the Contractor under this agreement, Watercraft, or Aircraft Liability whether owned, non-owned or hired. 3,18.3 Such insurance as is required under this Section 3.18, shall be writttq so that the Owner will be notified in writing, in, the event of cancellation, restrictive amendment or non4e newal at least thirty days prior to such action. Certificates of Insurance m 7 n %yi I G 7 -7 72~`~i 4 a ) h, r 4 A M1 1 F " - • ,eC [M1"~~ ~ Cy T .F ~~t~~ti ~ ~ Pd J 'f y nil Yp.4 sr ~ t ~i. i 1 kir r a dr ^ - r^•. q t on orm o the f which is to e at ch d herein shall be f led. with 06 Owner to the commoncement of prior- the work. 3.18.4 The stated limits of insurance reduir`ed by this Secti'an 3.18 are MINIMUM ONLY and. it shalI be the Contractor's responsfbTff y tiro" eferinine what limits and adequate. These minimum limits may be basic policy limits or any combination of basic limits and umbrella limits$ In any event, the Contractor is fully responsibe for all losses arising out of, resulting from bt' connected with operations under this contract whether or not said losses are covered by insurance. The., Owner's acceptance of Certificates of Insurance that in any respect do riot comply with,the Contract re- quirements does not release the Contractor from com- pliance therewith, 3118.5 The Owner and Contractor waive all Hghts;aggainst Waiver of each other for damages caused by fire or ether perils a~T~ms to the ekte6t their` interests ar6~04red by insurance under' this' Section, except such rights as they may have to proceeds of such insurance when held by the Owner As trustee. The Contractor shall require" similar waivers by,Subccntractors and St)-subcontractors. END OF SPECIAL PROVISIONS I r n Tftl k' 1 d Oil OL f,~ ~Iti NGt, i dt.t l~ s rr r ttc; ; r ' ►~1'r:rottEyru"oNf.Y l (iti IJAZAir1).1 1,41)t(ATI'm Iiy rX~ ryrne 'yk~itt~ x l.lru~u 4t l.r:s a;lr h4ky No. (Pulkjr term Slandard %Yotkmen's Compenuuco I 1r.C ee k rMployer'/And Uccupali at arli T from: a8.1y' Arose Uabihty curtence f: adl 70:3 a$ 'lr~ AflJe~afe Ul,rarp . $ (b) t4 nr►hotenirn'e d 11+rpor Workers t} I 1 Statutory OompcnsaUan ; t t f 1 From ;u W Central Vability r ✓ #:l ilodil In V7 From: 3-J6'~S ram us Pit-I _ opcralioh Gch Poison t or',1'rolodivc it ~',t.c~ h « rrcncc ; ~u`~~3$ ' PI' Ck~mptefi~bpe}itionlt ! f Arkfr~S,dvtodGrl2'ctr $ tJ 1t1.i1[ Cbntrsctil t rr p ,r f, , ~;r i 'f ~c~or4rp}eil3ojt2rhttdnr T`'i t'~~ ,~79 Pto- r~mJll•p Ys'-~r~i x'i - '~I' r .r ~:Y+ 4, G`tcht~c~tltt~dle fi+~0',t1aD r• ~ cr7i Preen 1 t 'A rc ate l'rc " 1 C Au ~ct. SSXX~ db(? r td ; Contru~ Soto! 11 l,e Products Completed o trlloru , C, , .t'1 i t 1 f' Y i f L j t~ wfl t +:n t'e ~AccFat ~robuct f • ' r - Cooiricu``( ,!.,).)f r f Cotnpt IcdOjj''~~ration eptja~ C a~ _ eE~Confroet6+11 `s'}I E% nJ0 6 y r rl; 61, NIL DodrT lnur fE~~ aiV b11 fromr~.•~ owned Aalomobilr itl2'+ Gr~39 Tot ' i ~+ch Piran° , Non-0wned Automobile s Etc Occurrence . t"r ! l iroperty Damage f ~.,L`t7r1 , OwnedAutomobila )!''9~;~1C✓ ~npij;rl4r~Q io fl 1f;7Va j, Hired Autotnobllc:... . ch Oeturrenee No110"edAutomobiles to ec`t "to' Polley telft 006ditions and exclusions - rl lo , specific Contractual L lebiIIty cQV@r49e.,is pr4yijgfi A;~fql ~,xi1 ~i'l{~ I" '7!'IJ1lIi"A1! i'Ii#7 [3 For liability assumed by the Insure 1 'ur,ertits'C~on~rac~~w~t~hl"I`~' (Owner) for the operations a escribed ht:reln. All Contracts between the Insured and (~'+~~t n~ ()Anon Tl'VW >~,M o rs t- Owner), Via: ,45s,y, ra ce om~p yaSS' By AUOr ze epr en .d ye r Dates Add- ress ~T 1 v r v i V~S 'u~ Y'F 4 4 t,+q N' <9 .:x.57 t f,T f i 7Yy~~ si , « y+~.l%~ M Kvu! 77 TT f ~r ,f1 t;i~~'f a~~ 2.(IaLTt3 4 i1J4iA~tt1r'Hi o C0 'I,,( I ~ TIFtWE OF WU{fAANCE'' r Us ed To. k f t . Addr'ess : . 011) , I THIS IS TQ CiRTIMIto). or er) that the'follo~rino t o c es nsurance~ u p cor itions and exclusions, have beenrIs$ued.b Ahi Company cover rig, e' ins rod named be ow for the types of operations and at the TocaMpg e., A: 1 scr rerdic2drheref iijjwersA4Ad and agreg than one of the policies'` ` ref o,t at least (30) .thirty'yncl,led, Chang, r o , r duced in Up a wi _ E. a vance ? fat,thg b Yeti q i e to the e, ~,ddr rep s, ' ,1 14 Name Ef Ins d e t x,/,:r f i 2. Addre5: t 11 S a'tu I~G .1 , J. 'I a I r 4r i r, U -bf'hn~ Uff ~•CorporaS ton # ~%-1yrWErship..!i:~--e~;~'~----- t ndividua? Y •i< < r o+ 4~,, E ; 1 ~ jt:.i 1 t!s.i ' t+, r. ai:?}uA bnti^O Otherl 40 Locat on of Operations Covered: " ~x,G1uq Ont,r t ~ f ) PAI! -61 4-,W-ANM 0 j r `4 r i1 S ~ b'I f titT.?-►. ~ ,It, c or) ,tC yJf C!;g C> >:.3 a:I THIS CERTIFICATE OF INSURANCE NEITHEA(APFIRT 1tI11ELYr,OR}NEOAUVEILYtiA ENOSI' EXTENDS OR ALTgS TFVE COVERAGfi AFFQRDEP BY ,POL'ICIES DESIGNATED HEREIN, ).a r1 hefi;;"jrar, Wr[thil 'w] L71 r 11 u_ 1. 11 ~.1. ' ~1..✓~ ~J!16 l1',)'tl2fE~ >I~~ R~~j',199r1 ~J~v,`1~h4 f IA ~ • r ' its, :hl I i'~~ ~ t .1 ' I 1 : i IMF} +il^'i+~ !ia fu,,l}1„`I rr90 ) e tl(t.l~f ?,,.,err r 14 71 v I v = y+ i. s I .Iyn R I i MINIMUM WAGE SCALE The rates below have been determined by the City of Denton, Texas, in accordance with the statutory requirements and prevailing local wages. Overtime shall be paid for at the rate of one and one-half (1-1/2) times the regular rates for every hour worked in excess of forty (40) hours per week. CLASSIFiarION RATE CLASSIFICATION RATE PER HOUR PER HOUR Air Tool Man 61.70 Concrete Paving Longit. Float 62.25 Asphalt Heaterman 2.25 Concrete Paving Mixer 2.60 Asphalt Raker 2.00 Concrete Paying Saw 2.00 Batching Plant Scaleman 2.00 Concrete Paving Spreader 2,50 Carpenter, Rough 2.50 Crane, ~'emshell, Backhoe, Derrick Concretelinisher (Paving) 2.75 Oragl.Ae ,;Shovel, (Less than Concrete Finisher Helper (Paying) 2.00 1-1/2 C.Y:) 2.25 Concrete Finisher (Structures) 2,50 Crane, Clamshell, Backhoe, Derrick, Concrete Finisher Helper (Str.) 1.90 Dragline, Shovel (1-1/2 C.Y. S Concrete Rubber 2.00 over) 2.60 Flagman 1.60 Ctusher & S.reening Plant Op. 1.15 Forin Builder (Structures) 2.00 Elevating Grader 1.75 Form Builder Helper (Structures) 2.00 Form Loader 2.00 Form Liner (Paving & Curb) 2.60 Foundation Drill Operator 3.00 form Setter (Paving & Curb) 2.50 Foundation Dr. Op. Helper 2.00 Form Setter Helper (Pav. & Curb) 1,90 Front End Loader 1 C.Y. & Less) 2.10 Form Setter Structures) 2.25 Front End Loader (Over 1 C.Y.) 2.25 Laborer, Common & Unlisted Hprs. 1.60 Hoist Double Drum & Less) 1,75 Manhole Builder, Brick 2,50 Hoist Over 2 Drum) 2.00 Mechanic 2.60 Mixer R16 Yer 16 C.F.) 2,25 Oiler 1.9, Mixer C.F. & Less) 1190 Painter (Structures) 2,60 Motor Grader Operator 2,50 Piledriverman 2,50 Motor Grader Op., Fine Grade 2.75 Pipelayer 2,00 Paint Striping Machine 2.00 Pipelayer Helper 1.75 Pump Crete 1.76 Pneumatic Mortarman 1,60 Roller, Steel Wheel 2.io Powderman 2.85 Roller, Pneumatic (Self-Propelled) 1.70 Powderman Helper 2.00 Scrapers 2.25 Parer Equipment Operators: Scraper, Fine Grade 2.50 Asphalt Distributor 2.25 Self-Propelled Hammer 1.60 Aspphalt Paving Machine 2.25 Side Boom 2.25 Bulldozer 2.25 Tractor (Crawler T pe)80 HP & Less 2.00 Bulldozer, Fine Grade 2.50 Tractor (Pneumatic 80 HP & Less 1.85 Concrete Paving Curing Mchn. 2,25 Tractor, Over 80 HP 2.10 Concrete Paving Fin. Machine 2,50 Traveling Plant (Stabilization) 2.25 Concrete Paving Form Grader 2,00 Trenching Machine, Light 2100 Trenching Machine Heavy 2.75 a ~s L CLASSIFICATION RATE CLASSIFICATION RATE PER HHOUR PER HOUR Wagon Drill or Boring Machine $2.00 Truck Drivers: Reinforcing Steel Setter Paving) 1.75 Transit-Mix 1.75 . = Reinforcing Steel Setter(Struct) 2.25 Winch 2.00 Reinforcing Steel Setter Hpr. 1.75 0th 1.60 Steel Worker (Structural) 2.50 Vibrator Man (Hand Type) 1.60 Steel Worker Helper (Structural) 2.00 Weighman (Truck Scales) 1.60 Spreader Box Man 2.00 Welder 2.50 Swamper 1.75 The CONTRACTOR shall comply with all State and Federal Laws applica')le to such Mork. The above are minimum rates. Bidders shall base heir bids on rates they expect to'pay if in excess of thoFe;listed. The OWNER will not consider claims for extra payment to CONTRACTOR on account of payment of wages higher than those specified. p Jt CONTRACT AGREEMENT STATE OF TEXAS [ COUNTY OF DENTON [ THIS AGREEMENT, made and entered into this 4th day of April A.D., 19 75 , by and between the City of Denton of the County of Denton and State of Texas, acting through its Mayor _ therrv:unto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and-,.., Brown A Blakney, Inc. of the City of Fort Worth County of Tarrant and State of Texas Party 0 the Second Part, here6after termed CONTRACTOR, WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (OWNER), and under the conditions expressed in the bonds bearing even date herewith, the said Party of the Second Part (CONTRACTOR) hereby agrees with the said Party of the First Part (OWNER) to commence and complete the construction of certain improvements described as follows: 42" Water Transmission Main r Bid Number 75-8251 and all extra work in connection therewith, under the terms as stated in the General Conditions of the Agreement, and at his (or their) own proper cost and expense to furnish all the materials, supplies, machinery, equip- ment, tools, superintendence, labor, insurance, and other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Proposal attNched hereto, and in accordance with all the General Conditions of the Agreement, the Special Conditions, the Notice to Bidders (Advertisement for Bids), Instructions 1 10-15-71 to Bidders, and the Performance and Payment Bonds, all attached hereto, and in accordance with the plans, w1d cli includes all maps, plats, blue- prints, and other drawings and printed or written explanatory matter thereof, and the Specifications therefor, as prepared by FREESE AND NICHOLS, herein entitled the ENGINEER, each of which has been identi- fied by the CONTRACTOR and the ENGINEER, all of which are made a part hereof and collectively evidence and constitute the entire contract. The CONTRACTOR hereby agrees to commence work on or after the date established for the start of work as set forth in a written notice to commence work and to substantially complete all work within the time stated in the Proposal, subject to such extensions of time as are pro- vided by the General and Special Conditions. The OWNER agrees to pay the CONTRACTOR in current funds the price or prices shown in the Proposal, which forms a part of this Con- tract, such payments to be subject to the General and Special Conditions of the Contract. IN WITNESS WHEREOF, the parties to these presents have executed this Agreement'in the year and day first above written. ATTEST: CITY OF DEHTON, TEXAS Party ro~ t DeQ rst ar , _ By Bill Neu, Mayor (SEAL) ATTEST: J _ BROWN & SLAKNEY, INC. C J, arty o the Second Part, NT CT R By ~7 c,•.~ R. 0. Hind-Vice-President (SEAL) 2 10/22/73 PERFORMANCE BOND STATE OF TEXAS ' COUNTY OF DENTON KNOW ALL MEN BY THESE PRESENTS: That Brown b Blakney, Inc. of the City of Fort Worth , County of Tarrant and State of Texas as PRINCIPAL, and Fidelity 6 Deposit Company of Maryland ' , as SURETY;, authorized ender the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto the City of Denton, Texas , as OWNER, in the penal sum of Two Hundred Twenty Three Thousand Six Hundred Ninety One Dollars 2239691.00 1 for the payment whereof, the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents,: WHEREAS, the Principal has entered into a cer Vin written contract with the OWNER, dated the 4th day of April 19 1 for the con- struction of 42" Water Transmission Main Bid Number 75-8251 which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW9 THEREFORE, the condition of this obligation is such, that if the said Principal shall faithfully perform said Contract and shall in all respects duly and faithfully observe and perform all and singular the cove- nants, conditions and agreements in and by said contract agreed and cove- nanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and the Plans and Specifications 7 hereto annexed, then this obligation shall be void: otherwise to remain i in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended 3 10-1~-71 by acts of the 56th Legislature, Regular Session, 1959, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue s~~;11 lie in Denton County, State of Texas. Surety, for value received, stipulates and agrees that ro change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alter- ation or addition to the terms of the contract, or to the work to be per- formed thereunder. IN WITNESS WHEREOF, 4the sdaaid Prir~cir N and Surety have 1igned and sealed this instrument this h y of , 19i_. BROWN 6 BLAKNEY, INC. FIDELITY 6 DEPOSIT LOMPANY OF MARYLAND r nc pa rem BY , Title R, 0. Hinds, Y. Pres. Title ittc,rneyoto-taot Address P. 0. Box 12065 Address Fort Worth, Texas MANAGrN1EUT 114 *,L! ."r+t qc'YSu 733 76116 (SEAL) (SEAL) The name and address of the Resident Agent of Surety Is: MANAGEMrf1T NS y- o+ cnlral fx 10-t.,Z.V, su;tu Jd3 Daffas,TX 752 11 NOTE: Date of Bond must not be prior to date of Contract. 4 10-15-11 Poll, PAYMENT BOND STATE OF TEXAS I COUNTY OF DENTON ~ Brown 6 Blakney, Inc. KNOW ALL MEN BY THESE PRESEPTS: That of the City of Fnrt iQdh o County of Tarrant and State of Texas , as PRINCIPAL, and Fidelity a Deposit Company of Maryland , as SURETY, authorized under the laws of the State of Texas To act as surety on bonds for principals, are held and firmly bound ' unto the City of Denton Texas as OWNER, in the penal sum of Two Hundred Twenty Three Thousand Six Hundred Ninety One Dollars 223,691.00 ) for the payment whereof, e $a r nc pa an Surety bind themselves and their heirs, administrators, executors, successors and assigns, Jointly and severally, by these presents, WHEREAS, the Principal has entered into a certain written contract for the construction with the Owner, dated the 4th day of Apr11 , 1915 of 42" Water Transmission Main Bid Number 75-8251 which contract is hereby' referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pa all claimants supphlying labor and material to him or thenrthisrobligation shall be void;eotwork herwisevtoeremainiin said contracts full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the pprovisions of Article 5160 of the Revised Civil Statutes of Texas as amended by acts,of the 56th Legislature, Regular Session, 1959, and all liabilities on this bond hbnf it were accordance copied y+ at with lethe ngthr herein. of said Article to the same extent as i PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Denton County, State of Texas. 5 10-15-71 Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications or drawings accompanying tho same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder, IN WITNESS WHEREOF, the said Principal and Surety havvsigned and sealed this instrument this 4th day of April 19 75 . BROWN & BLAKNEY, INC. FIDELITY & DEPOSIT COMPANY OF MARYLAND nc pa urety By (1 Attorney. In-foot Title R. 0. Hinds, V. Pres. Ti tle - Address P. 0, Box 12065 Address MANAGEMENT INSURANCE SYS?EMS Fort Worth, Texas 13771 North ir n, & c *re;- „-Suite 733 Dallas, TX 75231 76116 (SEAL) (SEAL) The name and address of the Resident Agent of Surety is: MANNGEMENT INSURANCE SYSTEMS , 1377t u- a ~xP-essway, 733 Dallas, ',,X 7.231 Note: Date of Bond must not be prior to date of Contract. 6 10-15.71 s.. Power of klomey FIDELITY AND DEPOSIT COMPANY OF MARYLAND NOM! 019K& I0411M01R MD. KNow AL:. MIN By THEsE Pazaxis I That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corpora. tion of the State of Maryland, by ,10Iti C. GARDNER , Vice-President, end C. M. _'ECOT, Sit. , Assistant Secretary, in pursuance of authority granted by Article VI, Sectio:t 2, of the By-Laps of said Com- pany, which reads as follows: "The President, or any one of the Executive Vice-Presidents or any one all the additional Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee shall have power by and with the Concurrence of the Sec- retary or any one of the Assistant Secretaries, to appoint Resident V1c;Presidentr, Ra1dent Assistant Secretaries and Attorneys- in-Fact as the budness of the Company may require or to authority: any person or arsons toexecute on behalf of the Compani any bonds, undertakings, recognizanees, stipulations, poyrcies, contracts a ments, reeds, and releases and assignments of ments decrees, mortgeges and Iitr, d nt fn t the sea d the Coompany Company Whit other Instruments and documents which the bar Hess of the Company may require, does hereby nominate, constitute and appoint E. 1.. Moore, Mary E. Moore and Pat Dudley, all Dallas, Texas, EACH t rue an aw u agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, , .EXCEPT bonds on behalf of independent Executors, Community Survivors and Community Guardians.,,,, e execution o! such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purpose., as if they had been duly necuted and acknowledged by the regularly elected officers of the Company at Its office In Baltimore, Md., In their own proper persons. This power of attorney revokes that issued on behalf of E. L. Moore, etal, dated September 29, 1972, The said Assistant Secretary does hereby certify that the aforegoing 4 a true copy of Article VI, Section 2, of the By-Laws of said Company, and is now in form iW W17NESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their Carnes and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 130............................. day of.................... A.Uu.%L.......................... A.D. 1914.... ATTEST! FIDELITY AND DEPOSIT COMPANY OF MARYLAND (SIGNED) ....................By............................................... .1010i..C....G~11tDIU... (SUL) Alslsldnt Secretary Via-President STATE Of MARYLAND CrtY OF BALTIMORE On this 13th day of August , A.D. 19 74 before the su Kriber, a Notary Public of the State of Maryland, In and'foe the City of Baltimore, duly commissioned and qualified, came the at.rve-named Vice.Presldent and Assistant $!Crl~ry of the FIDELITY AND DEPOSIT COMPANY OP MAINLAND, t0 rtepersonally known lobe the individuals and officers described In and who executed the preceding Imtru Went, and they each acknowledged the execv'^, of the same, and being by me duly sworn severally and each for himseU de th a td with, that they are the said officers of I'.e Con.rany aforesaid, and that the seal affixed to the precedin instrument fs tFie Corpt ate &al of aid Company, and that the lid Corporate Seal and their signatures ore such officers wero du~y affixed and subscribed o the aid instrument by the authority and direttlon of the said Corporation, IN T:Sf1MOIlY WEaatoP, l !lave hereunto set my hand and afFxed my t)fGdat at, at the City of Baltimore, the day and year first above written. (SIGNED) ...................................ltlr.Glly.Ut1...T1...7iPfU~. (SEAL) Notary Public Commission Expires..Jl11.yt...1,...192J8 CERTIFICATE 1, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MAINLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, Is in full hate and effect on the date of this certificate; and I do further certUy that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents spe• cially authorized b the Board of Directors to appoint any Attorney-In-Fact is provided in Article VI, Section 2 of the By-Laws of the FIDELITY AND POSIT COMPANY OF MARYLAND. This Cettificate may be aigned by Facsimile under and by Loithority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OP MARYLAND a: a meeting d0y railed and hetd or the 16th day of July, 1969• RasoLvED; "That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or bereaf ter wherever appearing upon a certified copy of any towel of attoroey Issued by the Company, shall be valid and binding upo the ~ompany with the same fora and effect as though manually affixed N _ IN Tas?tU /xvaaaaoP, I have hereunto ubatribed my name and affixed the corporate seal of the said Company, this L1419 -Clr19som ,IiJtanl Srcrrtru 1.06 EXTRA WORK, The term "Eitra'Work" as`uAed in ts contract shall be unders o0 o mean and include all work thpt,Iayy b required by the ENGI- NEER or OWNER to be, done by the`CONTRACTM t6l0pli3h any change, alterr,tion or addition to the work shown upon the plans, or reasonably , grO Pr??. f r imol' o y epiiifatio s, and not cov ra,Q,bjAb0,C4 TRACTOi'.s posal+ 4 exce" ea~p'i^tided'4'~de~` ' 1.01 W0 ~ G O . A u'Woty.`J i Day ~r s' efir~ d ;iny da 'tlot lnGlu~ing`,f Saturday o'>' any le'gal` ho idays, in wh h`W att~ ; 'ZO,rI'►;oI o he, WNTP~C' ~t11~ rfiit-eOn;tty,q dition ; ' of the Or'1. 1 'al U ,i,ts gf; h '4r rk r,'$.PeY qa 'OI At', gss than s9ven..i7}, hours betWeen 1:60 A' and ~ 0~ W.~. 1.08 CAL EN AR DAY ',C~alendar Day" ,i s any day of the,week, offoth ILI nays 6e ng'exoe~t, ed. . t 1.09 sUets`'r 1rY CbM 1`ED , ~td~, ,s ~ii~e ",f rs 9r,o`., meal 4, $ ~~e it d o ~e, the a' 'minor ~mcis el'le l`i~6k'nd~a~s~i~~t,•'l, b4~t,~at,„ ~4Pyr r,; require b '`R' qtr, r iaf , r ELI b ~n{7 , ~1 s~;a i~,o fat 2.01 o f aUth ' I t of, S N CoS1 s~ , 1ss, r x414 a eedeo are as set h limited without written consent'of the OWNER and ENGINEER. The ENGFNE will adviD 9~54t ~h the ; .~~r "~~l ~W?~~s >1a¢S~"FIt~9n3~t0 r.n.r ` the CON~F"jbr'M~~iSU$~tr~g~'ti., z , (b r 1 IPDAu1 e r ho1:) 2.02 bhp W E hE PI~ ~g r~ y w t~J9raAArQggggisFitB [5 ~i visits o e' n a hi M. I the'execu ad work and to`determime if so i w k eR~Fa y meets the essen ia~ < ,..1?~~rinpo. t performa ag a0gj.9 f an 9 j e iJr~ 9 ~q jffVnct ~qn1,,Leqg requi reel I t J~',~Vja t D~ ` e ntdsP. :o e!1 A er, 4X44~tiiy~+,~}} ,o t;1e,N~1 n's'go 1t r ,q nlty qF' yy uo S011- , 4~ comp reh'erls ve, dr 1 i 1ct1,y q the work oi~ 64 "n ny ~ayl' re' lo,' di eot y r'i~ #iQ ~14,r,, her i,, „l!,,; construction means, methods, techniques, sequences, quality; procedures, re o in conr pro rims saffty All Cats 1ons.,or lac,~,of,,,s~",e„ir~gfp n~ ,O~hq, 0, f NN g ti;i IG' nIC 4e.r7 trh.; otytiit~ji~'t ~?Y,j4t s a1 ~rslo ~6 f I, r'h N! w jr~e en{ or anyy 'oth. d tr~ayct n„C? t qlf IJt V h ~1 spnhi;' rYe',oo iablb o ~ ~irdct~'; O Q~19 1 4~r'1~ 9l , ~~'n~ ~Ja~ei„~I ~It }k r 'uu CONTRAC'fQ , ''fin}F ~df I~~~'ON' ,YI Arts ctor S ,,aa agent`st,rap °r, P, Ye s Pr ~y,,r9t~qr per$Pn rf rr►;;gE, cprporatjQ „r ,a cl.r ~n perPo4n`1i a m tiro toerlpn ariy+ °fe,~wR1'Jcr, ICa-1 ) r I tt , ! ~ S Fr t , ,y- [Ft• a)t F 2.03 PA 468"l-Sti 1~~R,~~ ,Nolg~ 4t~T~TO,a P1 is~ i ror p-Ing data"; determi`n`e `t e4amount owed to' lie. Ql4fh~CTOR, 8 10-15-71 ,r I GEtiFRAL COND; i I0N5 pF, AGREE MEN7 i bE Fji TN8t 4 'TEOS" 1.01 owNER,'C'MRACtOR ANda rR t'a: ' T~ `o Ni ;t n`o'CaNtRa 'r R `e'nd the F1TG NEE are those person o 'o ga zatioK identified as sUch'in the Agreement alno are referred to ,throughout t1,e Contract Documents as, if singular 'fh'''nls~el bet ania,M o`.ul i `e 1t', 6d , ..The' t rni, ENGINEER a ni tho ENGINESqq gr,hdul Guthry'q►°ize reppres0nta{ive The NGINEE~,iha t be` under`idQd tb thNGtNE!"of heIOWNER, and rsbttiiilg cdrltdt'rr~~ed lie betweentthec thall ,Eand theaCONTRACTORtractuat or agency rolpEionshfip'` i 1.02 _ Coat{Ra'Cf obCLOtNt§ she `Oanf'~ ct ~oodakentsshAl'l consist of the`' ' Notice to Bidders -(Advertisement), Instructions to Bidders, Proposal, Special_ Conditions, Signed, Contract Agreen Pe o~rfo ace d A•arent Bonds 'S Ce,T 'tib}~`ds ° wlien'e`ril ! lhe fi'en a i~l;ttans' of Agi`l'e t! pie z , , r F Technical ~p~c~ff'it ns~~1 d1, ~ s prof i~draite~ in ani,16f `t a~do'8' enti' 68'fo e~`ec' ttg~ 0f, t a, ~ i~at q ' r t, N;!!;, l I w 1l t, s,Etsl f:'Ja.l ~i 7 1i7f` t,, 1i1 F!'.il The Contrast !n~4nepts„o.re complement ry,• aM,w at is_called for by any one shall be as binditi' as' If a11ed fdi"' y all: T case of'Ebn' i:t'between sh) fn t, foil b`tirf ' ~'d5if~eA~~iQ ; any of the b tq oc a to r9, of int r a05CO,9-4t .4 s Boh'd ~`d r~t` 1'fib ! C1~~to a')l AgreemeNl) ti<,' 1i1P!! T11E1 ! F,1 ~ +~k; r'.f fi' ~1! S, f ,~i ~ 1 : i~ .~l r' C~r, 1G 1f_T~U~~„ ~:)j xi?I'±ila hn~ '13~"~ 3f~f '.ra t =r I1~rJti't's: 9t' i3 t;. r13rI l 1, +Js7lf ljt. t 1 ~pr7~' trb,~ yt I ",rqt ~}ri € vt,,r~ i I ill crudes on y~thosa-bA-ving a d~ ` 14ontracrt,- 41i~ ~`'COf+TRACfQRnd1 ctud ne whgg ft pi he.mte:jal work tpp, s pciq ign cco dn the~~~d SF'6 r`'S cff i t t3~~+ I' b,q; g~Pcl~deQ,~{dTat4` t t irv Ifilafl9 ".~i Z :l' sk,191;1) '1Q1 7,!{17 t `..°ilfi .ljf,51, r!j f,!!( I'lj kill 910 T.o4" 4i '9H''Nbf~CE 4t>~t~tten` dtfi~ 'hja i I ti I sserved1f a o jh e sbiit 't"1`1iId V or to It bffiCi~ of''t b `c~rb`' t~dQr'¢' nte'n e~gi"ft~4v~ed''' ' dd 4m':, e q," at r by r8gis"f ed'; ma 8, j~ ,L,J,a fjus,l "s 'aldr'as" lrowr~to h, who gives "£He n`dtiCB. y^llijl 1;i ~f ( 7')tl ,~i'•1:' r, ,jJ iili' 1.1.~ r r 'i". ',i 1('il 1 .11d tf ~111 1.05 Q l~~l lhat C6 r -r-P ,t, Sl(t ski j, ,S I! f ,'tI) f~f C`ItOR shal'l p uvide,and a ! fdr,aptar~. 1st s}IPP~i,dst . mac ne aquipprrWnt, toofs; tup'c ir~t`e d~erl~e,' 1, t ser~vf' es, ,i flue d ~ 11 ; and all to 1i ht`,` 0&iejit f~Id1, tr~aris orta'ti°o 'ahd o~I'A f ci_ 1 , t t l , r I t-.c? sary f `'the a eC tfori 8jld'b ' ~Sl iprS' of ° Lie I n a ,c n rare . orstt1, C~ r 1 '0 4te Y' O CCf'pn ~h ~ workmanshfWlhdo'Mt'1HiS1dlh'a1Ybi f1i gooda Sid t Qa 440~ docume'fi'Wo'~11 If required, furnish satisfac~BNy'ir~danceas tb'~e'k"tnd"ahid' "Valit" daT"~' materials.; 7 Materials pr.,work descripe,d in Words yrhi h so.appt~ld have,p~ . t nizedkttbindards'n)ca1 br"tr'ad rtie iiing s 11„b' h~1 fo raf0, 6 suer repo 7 ,r r,r TQ-15-i1 1.06 EXTRA WORK. The term, Extra`Vlork" $s used Ib ire n~~ef 'bndtbycthshall be un ;FS_0 an' and include a 1 WorN that r~a~y , ,A NEER or OWNER to be done by the 6NTRACTOR 6 aCCti pli h any change, alteration or addition to the work shown upon the plans, or reasonably implied by,the speGificatiags, aid not,covered by, t a CONTRACTOR'S Pro- posal, exert as providad under .Changs dnd Aliyer ions , herein}. ho firQd tis any h root otctr ion' ` 1.07 WO KIN41o A''WorY. bg„gy", Is d¢ } $ Q „ Satur~ d~d ~is br,`any 1'e~jal idd~ , in w c _wi C?~ tr ct on ditiodaybi r~r~`d ~O.r}t. ~ th6 CO.NT100, h+~~: 'I P,eC~j,4d.t than ev, of the 't iri ipal'~Gn QandhG O~rk fbr rs`en j dd.a'.m.:m.' t ~ hours be 1.Og CAtE D R-pyyAy~^yp~, A "Calendar Day" is any day of the week or month,, no ays treed ,~'1111?I D f tl S J 1.09 SUa i ,p ~tn ,~sg~r~1} ~ , fl .i~ P►~r pos,e~,, t; t~,.,1 foy" the 1 require minor mi scel l a eou~'~►ohk an a s en ' TO TW `R! ``'I t r i~}.1YY'b i.r , Ofl'.) ~11Gi 2~~'~~~~~~~~11~ CL~ r o'36"ooa Y„,xt 2.01 1OAI{' r , sen a oF4_(4atris~~l4t1,4!'~ of aut o at o are as set t`dr 'bum ' 's ar ` no be ex ended o ! 4 limited without written consent of the OWNER and ENGINEER',S The ENGINE` WJ1Eg ,i'J$~!"f~~F~4r~$ ~t0 Will advi a p sr~~,t~,tth ire ►~~Q the CDN, : ~~l`,, ~J~t lI, ssu , .r~ a! < < r1 u~ Qri h t 2.02 O O hC E' ~E ~IEr,'~cl ~ ~flili ,l ~qq 1IA 2eI~rs~B~~~sr13 v s is o tie's t m aN ze n1M ,z ~ lq 8 Y,1{ P if, rt#r;,9 t the' executed work and to determine if SOO'wark en ra y me s1 ee eneerina M a h Je ~,;Ang 'nct~on~~; ~ ~9~ ! 8~. ~ f. performan g a0 b e ? ea o ure,~, g + ~ , r4, hq iibi~. J, at "Oocu en ~ r t y e ,d11~,.oKre +f ~4 Yg.F ,V ttl. er~E , I r„ 6 , j 01 y(".fo + X09 htiiy►Ar{Jl' ear. Kh~4n Q ¢v o. ri 11 ' r 7~'/ 1 1 ' lPr 'Y com rN as i G sres. b y. ~ r I difIct yt jfp,rtlje,,~,z tr, tl,~:, s A 1' , , nI bl' Y QQ wa the work r 6e ~n d'nY construction means, methods, techniques, sequences, quality, orocedt,res, y y ion or act 0~ i cli~,~e tither tq or.,. n con, pr r~ 5 saf t y r j, i1~ re@rnent.,, t r' , ne Jffl~'ae th ' ~vo, ~I;th'~t,0411 t ~wi5{~4nrg t~li~Al % h {'t ct sa, dolt ,fie, a! wyr'„~'e- r i E or a o`~ °t" t F ►i' b lri Tb f Q` ; iC~O i r~ ss o ! R, uCnr ens t, C'fQ~ egYis ~o tf acto COoNTRA'` ntN~c dFr f{ p P ~ i" iii ; or" ehr ~pYees o y, othgr A A.9jo f,i`rm- or corpore, qA I E. agente , , ! perfb ii ~ Cdr hio pt q to' Q,tr'?Q~i~rtl,,dnr,"~ ~ rk1sij(~ 1i,;oh vw sli0rjeu Oo TQ,,~pp rO . , tor pa h s iOrl 2 03 A'Y 1V F f0 e 1n4' data" de`termi np tyre amount owe to tyre ,OQ rj OTOR, B 10-16-71 and approve, in writing payment to CONTRACTOR in such amounts; such approvaf~bf, lpjyMbnt to`(~ANTRACTOR, -constitutes-6 r~epresentatioK to the OWNER of ENGINEER'S3'professiorial' judgment that th'e mark has'Orogressed to the pofint ih'dicated to the best of his` knowledge so information,aY,d beliefs' but su0'apprbval 'of-an application "for payment-to CONTRACTOR shalVbot' ~be deemed as` 'a representation by ENGINEER that. ENGINEER has made any examination to determine how or for what purpose 'CONTRACTOR has usbd''th'e"moneys paid on account, of the Contract price; 2.04 INITIA'I DETERMINATIONS. The ENGINEER initiali;l shall determine all claim; disputes, an o er!matters in 'question between the CONTRACTOR. and the OWNER relating to, the 'e{ ecution orr progress bf ;tha` work or the interpretation of, the Contract 06curients:and the ENGINEER'S decision shall , be rendered !In writing within a, reasonable time: ,Should the' ENGINEER fail to make, such decision within a reasonable time,~,appeal to,orbitration+ ro , may be taken as if his decision had begn'rendered against Ue~party ing'rtllr7Yj appeal LGi';I~11"tii ,;,1 Ci'i'It., ~.E t "}F~•nl T) J ~ "1s~i}i1t ~L7i" r dy ! '<-2.05 OBJECTIONS." In the event the ENGINEER renders any decision which, ni"--tie op n op, of 'either', party, hereto,; 1s nbtgti n accordpnee With 'the - r vw, MeanIN :ahd, ntent .of,,this 'contract; either -party may'filer with the +t t , EN IIiEER within`.thirty. days, his. writterr,b:%_iection. to the decision; and by such action may, res rve ,the, righti to. suW t question so 'raised to f arbitrdtiopl as,)hereinaftef" provisied.:~~,r~ rcit:~rti),=n.~> r,e,7,,"rh yrS~ .,E to c+q-tsx, ~tlS titrTr9 o Arj;^,~;t111~a",_t•Cl ~3~e~~ zr rh~r,7r„! ,u z.r;,r+ 2.06 1 S3A D, GRA0i1S,.gIUnlasp 0tperwisenspecifIedOilI" 1i neVanditrades~ e,,) x a, _ e; r ur. . She'd , y., the• EN91hEFR! on hi s-,,,represerktative, s iherreverV ndces-- ~,ro f a sa y,rt,~onstrLrc;tion.,w.ork,shallab-3suspendedit(f~permit,porformaric ,.of ;this,(O +n work, b9t)such sGSpensi.on}w~11.3be: asalirief.~ s7prbctirablA~arid,;t e; CON-~~ az a .~r TRACT0R(ghall.,be alJowedtho,extrd~cDmpen6at oh.,therefore mThKCONTRACTO ,3 v-41i shall_givi3j thb4flG,INEER)amp .o notico of,,thsAiav an0,Place where{1iri93rr,, , .f and gradesrwIJ]L '%neededjr,, All',stfkest-,ma ksiictc;ti,sha,ll be)Caftfully 3i, 3, preser B by~$hQ,,CONTRQC?0~3fi an~,l,irLCas 30~tarel'essrdestructiori or l~xJ,41 moval yt cr• hi s,emRloyees,Isuch.,sta es,{ marks-~~etcs 'thall~bejtbplaced 1rJq at the CONTRACTOR''S.:expense.r+,~ i:'i(i!.'~f..+f ~~a~4'!.; ikitF iIS~{}I.1•,Y~ Y~i!t e13.5'I~+i T, f3 ii! 'y'' ~'~i4 r. e~,s{ t:.i f!(}r,f (yy'l3 i1 10(l t .i 2.07 COT C I DUT.Yi"AN jS P RI TENDENCE;t:The!~CONTR¢CTOR+shall~~ ive <h: "j thf u prosecu ion; and completign.of this'tod- , aae4a-9- a 9hit4 t e a. tract and shad keep, on. the;wor'kj,,,during ~ittc progress i.,;a,~competent superin-"! tendent and any necessary assistants. The superintendent shall represent the CONTRACTpRtin,hi f,absencq,,and.al,1 directions!given:to•him,'shall bell bindi,ng;as If;giveolo!the:CONTRACTORr , :r tr,~ ,I Ci ,l?„illt <,;t r• fir) It;l E3 (,';t-iJ~(,I)t'}fi! ri"l,I ;,i iii.i{.r, i i; 3,, The COh~T1tgCTgR s and at al times shall remain.an independent~conttactort' ~l1 solely,,;rQ;pq ii, le,r,fgr he manner,°arA rmethdd.of!conpletingibis tWork,.under1:1 this,cgntragtt,vtith,fy tpowent.arlG,tutliohityito Selecttthe~meanr; method:+, ! Rrp er, ~fp`ete ing,such works so.;long, as such methods:~db not adversely > and- ng` p. affec , type. ,i)rprovementx, !the OWNER and,ENGINEER}beingiinteedsted.r only 1n t}le ;resyl,t gqbtsiged and, c6nformi.ty of such completed rimprovements to the plans, specifications and, contractr,r 9 tit 10-15-71 : i,~37 ,..1 .il I1 i`, t.l; f.Ai I ,li 'JJ I'1 Likewisee the CONTRACTOR,shall be solely responsible tor,-the ;o,(__ty, of, himself] his, employees and other, persons, as. wel,l,Ak for., the prot,Q41orl of the safety of the, improvements being erected Arid tile property o.1,f, h*- self or any other person, as a result of .his; operations. hereundo". , neering construction drawings and specifications as well as any addittonai information-concerning the,work to be performed passing _from,or througy_ the ENGINEER shall not,be.interpreted as requiring orallpwing.CONTRAGTOR to deviate from the plans and specifications, the intent of such drawings, specifications and'any other such instructions being to define with'par7 ticula'rity'the'ageoement of the parties as,.to the work:the CONTRACTOR as to perturb. CONTRACTOR-shall.be folly and completely.11able, et his,own. . expense', for. design; construction; installation and use, or non-usej of , s„i all items= and methods'ancident to performance. of Ithe'contract ( and lfor.,:. :3 all loss;, damage 'oif Anjdry incident.thereto, either to person' or prbperty,1 r 0 including, without-limitation) the adequacy, of all :temporary supports., j I shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, and similar items or devices used by him during construction. e .^,liiv ,I.~tztZ:~: '(>hP t!'..+Iif~t `•,i.?ii1i'1~ oiO ,~rf5v!t 01 10 11')3LF~' Any reviewbf -Wrk tin, rocossrl"oe,,an .'Visit-'orlobaeryatibh,duliho coh.A.r~.t rid structioh, oh ahy cla'nificatioh of 'plan and ,pbeificatio'ns,; by, the ENGINEERi or arty dgent,, employeevI or-,repre'sentbtive' of eithbrv of, themy~ wheth'e'r. thrbbg.`~' personal observation, onLUe projbct"site,oe bylmeansik bf<approvaj-,ofgshb 0 ua drawings for temporary construction or cons'teubtioh pr6cessesjr!or-by=eK-jf~ means or method, is agreed the CONTRACTOR toy be for the purpose of '0ei e , to }-of;Workr'cor»o1etodibr-)bell ~{b~3±I -pb$ 60 . measured ainsttthe d akin§s andtrpecificati6hil'tbtstitu fr~g~thircohtract;F or forcthb'purposelof+,enabling7CokYgA0TORito~mr e!fully!vwnderitbndi,Uw laos" and speeifitatibdsiso)that*there lbtedicohst$ubtidnlwbrk,will ~tbnfol" ,nrv'.a theretb";iV43halifin nottray)tblib~thbaCONTRACTORI-fft),full AM,, batitpletb0%PT responsibiIity_)foth:the)~ro'per perfoY1hanWbVhis Wbrk')0ll`thV 00 ettjVA.fra ciuding:bUtlwithout limitatiobfthe' roprietyrbfrfr>i~ans`)Ad?metMi('0?the,Q CONTRACTOR -in p lkforminl)said contrattipand, Wr&de40U9qt;fJinyA1 do's 1.oha plan's1 orrotfi61.01 S Itiesifor eztaripll hing"Iuth~ eirfofiuceto Dovislrf+q by the CONTRACTOR from plans and specifications that<fnayharib"6aeR~iri~'? ~f , 7( evidence during any such visitation or observation by the ENGINEER or any of his reprei;bntativbs ";whdthetcaliddit6'thb``CONTRACTCRr5'ettdhtilh 6N' not shallzid1nb.wayf0eiieve CONTRACTOR,from fiii,!tot Oonsibilityito'Cbm fete all-worklin Accordance with said plans, and'tpedific8ticn5., 1'~' ! rl , f--)ti'J'IS~Jf 1~I'rfI? If'I r!ihU'~t' 1ji" Mill .2:f flbJ c(,'?f :'t' `7111 '4'i}(7 E)IS6 1'F} 2.08 ONTRACTORIST~UNDERSTANDINO:titt',it bAdektood'arid agt6edrth4i;`ffre ' C`ONTR CT R as, y careful examination, satigfied';hims'elf~as't6the nature ,i'; and loca ion of the work, the conformation of the ground, the character, quallty►andiquantity of.:=the materials W15a eftcd0nt6redl, th'd 6ar4efer+'6f eqquippmer;tINid~factIItid9 6eeded?prbitoll naOyl.to,`W"dueIng(thArp" ve0tto►1r'10; of thelwork,, thergeneal'and nlocal,,COnditio4;'andlalI rdt4ierl'nlattftf- fliich cif" can,A°anymayfeffectf.the work under; tilts~coriteact,)' No Verbal"agr'eepeht ori, conversationfWith ?any°off10'r,'agent f6~ e*loyd6rWthe 6WNE1'dR'ENGI0tER either :before -or rafter;the execution %df th "codteaCti1 `0a1 i 4ffect'bN "modi fy any of the terms or obl igations herein' 6orftaiihi l , na F . 10' 2.0? CT W R %PQ,C0NTRA.CT4R a9►'e ac4mpq 0 , me s. to employ pn1y ordorly n~ s: in.t}4 OrformanCB o ,the,tof, work required under this 'contract, to do,the;.Worki and ,agrees that;when ype. ever, tho ENGINEER shall, (inform him rin writing that ;any marl or.-,men on ..the work are, . in hi.s , r . oplnlon; i.ncompotent, .Ofai,thful;,or disorderly, such man or men dial] •b discharged.from the work and shall not again be employed on the work`wlth- out the ENGINEER'S written consent,,,. 2.10 'CONTRACTOR'S BUILDINGS. The.byilding of, structures for housing men, or a erec on o tents or other forms of protection, wil) be permitted only,dtsuch P]aces-as th$ ENGINkERrshall direct' and, the sanitary,ccndi-„, tions of the,grounds in or, about sych structures shall at all times, be maintained in a manner,satisfactor :%o t y he ENGINEER. 2.:11, ..r I, P j-;. .4r;. 5_ _j A ITATION Necerssa,ry sanitary conveniences for .the use, of Taborers;.. and maintained byy, the,CONTRACTOR-;n such 'fmdnnenr and i a such, pointsQ$s.$halla> be apphoved •by Ahe. ENOIIEER,, and ,th s Pir U.e +~{haTh,best ,enf rce MCt]y ~ d1 I7~'~,:'C,'Y(7 2,12_ S OP DRAWINGS. The CONTRACTOR shall submit to the ENGINEERi~with3such!" Promptness as b cause no delay in his own work in that of any other ontractor,,,fourt drawtrichecked .coPiesr+.unless~ otherrli seelspeCifiiid and! or ► a',tKi; if p I f) ;rsett.i ng s and r: sahedules,re u, }~d tradesy,,a ;t elINOIMP:,shaMRA s;,u f►AWLwith reas'onabl6'#prWpte ssistr rnakinq;dps ~g ;4orret fions~.te;The; TINT01t~shalirmakel Any, correetion3 qui.rearpy;~t 0 ENOI,HEO"oifiierwiih;bimilwo `corrected copleslahd;-furnIW.sgth,f1~ othenc6fe's,~,s liay,,niepe e),iThe>ENGINEERIS)hpprovalYoftairchrdrawingvor : r schedules shall not relieve' the..CONTRAOTORi 'i from drawings or'specifications, unless he hasmin~4ritingcalled theetNGltbns NEER'S attentibh to)suchfdeviatiohVj'tTthe tIN of,''tGb&iiifbnri~lbo~is 1, ralieveh<i from, responsibility S.~p nV ln~ ,i pletellereview,elfl b6,thTRACTOrP,!Sri s onsi.biiityit Rl band s Shop?-drawings,,`t61as'*ta In'their effeetvoh his-'sbll{ty`', i~7 to perfohn",theire,uiNd Zontracti iwcrkIIn;attordance.with -th'e'~plans!andi 0.1 'lli specifications and within the contradtitime t,,,,_. -rr,I , , „r,; „t Su h;; review.,by,;the ENGINEER tsha11 beifor_W tale purposd{of determinin the`11 su f'iciancy.tof said drauings or. schedules tolresult'Iniflnlshed im r0 ~ In conformity iaiththe:;plans-and tpecificatiohsi'and'shatI not '•el'teve~ntsi ,r CONTRACTOR of It dutyrlastah lndependent:coh'tractor`as?prLvibusly'iet fdethi it befii expressly understodd and~_6gredd that the ENGINEEW does not assume,- any dutyito.pass upon, thb proprioty'br, adeqOacyr-of-suchl'drawin► s 'or or-fany.means or~.methods<refle'oted thereby,A ntreletion~:t'd th'elg stheddfes~ either person;or-p}roperty durinqy'CONTRACTOR',S'perfomance hereunddr ~of1~ 24 3-ifP EL IMINARY ;APPROVAL:. , The,ENGINEER shal V,not ih6e' thd,po e,+ `to 'walVe e o 9a ons o ;f.c scontract. for,,the -furnishingb y° `the' CONTRACTOR df !r good matorial,, and'df,his, 00foming good worko'as' herein' descr,ibWi,1 t,o m, t'r1 full accordaAcd with the pla''ns and'specificationNd'fa'il0t* br 'bmissioh e „ of the ENGINEER, to, discovertir object, ,to oe,cohdett~n' ahy defective'' Wokl"br lT .I 10-15-r1 ma e►v al Nlease°the;C NTRACIOR edm'the ~blig'1' for4 tb' fu]] "ryd yy o , pr6~el erf6rm the`rinE4bc;~ i}'cl ` to at bhce' teats outi' t2frrb+fe a'nd'propetly replaccthe sahth at 1601 l 'r}arn : to fi+nal b~ct:eptaiice upon the' discovery'•of `•said defective Work.'v materfal'~ ,r t provided,' hawevbr; that the'ENG19EEA'shb'11; u~oi ed~fest of tlie'"CONTR~CTOR,,t, lr ovi 6 and °acver. or re~e'ct any materiel frlrnished And in dyent'tha ~materfaI has been once accepted by the ENGINEER, such acceptaned'shall' bb% bfndiny' on the OWNER, unless it can be clearly shown that such material furnished does'not'meet the ;pecifications for this Wrk'. Any questioned Work may be ordered takort' uo or" rphi6yed for '1t% xardlnation by the ENGINEER`, Vrl* to filial acc~pptahce+ arid_if found rrdtritt accordanceoi-F with the specifications for 3aid'irorkf and replacement shall be borne by the~COall NT~4COeotherwise the expenseithuson incurred, Wall, be' all*ed'as EXTRA, WORK-, ahd zhalt, tie paid foe" by `t6d OWNl 9; ; provided that, *here' inspection or app'rova] ,is' Specifically rrquired, by ;:he oo specificationt; prfe,to performance ,ofi certairi'(lork,~ithbuld tAh ICONTRAOTOR proceed With ,such 'work-withobb' r<e~Uesting~ pi~}dr insb o {bh ar apprdval~ lib; : a shall bear a) I expense of takin9u sold A, removin if 1reEtbd byah~'ENGINEER~, at, t9,~ and replacing this work' 11 C• I( `r i, i'i{t it( i,t Y 1( n+Y Y wig{ ~I pp ~ .J ..s i iE I;d J 'ail r'i- y x.14 EFfCTS AND .THEIR RE EDiESo + It -1- - "`t It .r Sher;agreed, that lCithe work or any par ; ere id,101*18ny, ter b`rQUghV oh,1thb-sIto, of t?te,NorJc~'fdYr,USe ,t r;,; In tho~work; orr,selbrted:Jor ithblsame`, shall!b'cd.'064:b },hl'tNOWER ay~+= fj unsuitableibranab)irt;tonf8rtnity;wlth7"thblt021 ficatibM the+CONTRAWRont,1"ri shat.lyvafter~rbddipt of:;writtbmnotimthereoft front the 16INUP,,a;{brthWlth`up remomsath:Matdrialtanrebuild'bfibthelwl3brrerkdrswchiwork vo thbfti:it !0jo shallibb.,bi fulI,abtbrdance with, thisritbhtA6t.,)dt nv? k)l .to,i r( 12 !)ql b`3f fr,J i'0.1.t1.,l, n'r ou'l Dri <<hfriu zr:oljrv: ':t, 2.1 i G GES,,ANAfAITERATIONS) r4 he '+o z(~n1 ~c rb rrs~3 The CONTRACTOk}fuhthenlagreeS.thhtathb ?'P,4M MR:,mayt)rra e!)syc 2c angevaqd; alterationsjal; the[OWNER ;may•ISeelYICodin'.lit:r'; the lines gredertforml Oftenstons,l?plahV16140MUtialitfor thelwark her'lirr`.)ortax conte p?e>ed,zDe anyipartithare0f.~teltherabefrr~~brpa'ft~hfthbfbegihningl!hiatq of the construct,ohilWithout-,affecting-itheivalidity+of thiio.contrdttian ll iq or the accompanying Performance and Paym2ntlBondsj, -rt ;,;,it~.r t. ;r, ,,r,oilr,ai~,:.;•,,, IU uch(,Changes ortarter4tignsrdimi»1sh•)the'g6intityldfithe wdrkv,to•beydone,k'. thoyrsFatl not constlMe;the, bas IsIforia', claim! forF ddmagbs},ior bntici btodl! p 'of4s qq jNe work than maycbo,dlspensed_with exceptf as rprdvidedtforpeiic,.; unj~jPC,lce:A_terns,LtNer-Sicti,on,5iftast,rement-and Paymently) Ifrithe lfinea6ti-,?t of w rkLi.s increased; and: the;*orkYcani.fairlyytbe classified udder ithe ; r s spe (;Ations,:such ,increase, :sltail:be,, paldYfor gccord`6 t then: ~radttty.. actually,,dkne and~a,t the: unit ~prilce;,ifrany# bstabllshedgfdt;~suchework•under"l, this contrac,ti.,exc.@p,t~-aspprovided fonTurtit,'priFeiit6mslunQer Sootfon 5a "Measurement and Payment"; otherwise, such additional work shall be paid for,,As ,APQuided updert 1xtra ,Work.( •,rdn , Casd the ,OWNER.sh611! Make"liltnha}~ge~ • `j or alteratigns as shall rgake,useiem any work a] read) done, or material 11 aI rtirhod, on used;,iif, said workr•_then the OWNER ~sh811'recompense1the CONT slo'ne'y:9 j,any ~tfy1,41 or.,•,labor~,;so uspdt and frfr, any actua1,1o9 a r ca .r ~ pj! n9ei, due, to,_actual,,experses.,inr_vrred ,10 preparetiM f0 the work as originally planned, 12 tt 10-15-11 tc t,r 3. GENERAL OBLIGATIONS AND RESPONSIBILITIES V3.01 KEEPIN 'OF PLANS AND SPECIFICATIONS ACCESSIBLE. The ENGINEER shall urn s t e ZEN C R w an adequate andreasonable number of copies of all plans and specifications without expense to him, and the CONTRACTOR shall keep one copy of the same constantly accessible on the work, with the latest revisions noted thereon. 3.02 OWNERSHIP OF DRAWINGS. All drawings, specifications and copies there- of Turn s e by t e ENGINEER shall not be reused on other work, and, with the exception of the signed contract sets, are to he returned to him on regyest, at the completion of the Work. All models are the property of the OWNER. 303 A~OOE UAM OF DESIGN. It is understood that the OWNER believes lt.has employed oye OWNER shall competent be engineers reresponsible for designers. It Is therefore, agreed that em entn le f for or e. thh te of E adeqhuacy of the design, sufficiency offs of the stricture and the practicability a<c t Oocum of the ~ontr of the~'06drit ° thd~tompletdd'project; provided the CONTRACTOR has . 0101144 ith%th'-t64di046tslof thW said Contract Documents; all approved f 5t 6fis-the46f'k~"andredditldns{dndAelteraiions thereto:.eppproved )in writin 'b''q~the_OWNM Thd'burden of proof,of such 'compliance:shall'be.upon the CO TMAI`Qk`to s}iow`that'he,has,'co(oplled;with the said. requirements. of the Coriteict'Ooc~ ent?. 'app~Md modificaticAs thereof and all approved additio4s and alteration.s tWeto: 3.0 RIGHT OF'ENT V. The'OWNEV reserves"the rigtit•td-,enter.the'property 'e`wbrkf ~h 'tein contracted )for,are.,to beiconstructed OF ocatioh n w c th or instilled, by4t*h"ag6nt or agents 'as he'mny{elect,,ifor the purpose oft insppectingg the work, or for the purpose of constructing or installing such collate>tal'work'as said WNER may desire. V 3.05 COLLA#ERAL CONTRACTS; The OWNER agrees;to provide'by:separate:contract or,o a r acid-material1elsential to the'completion(ofIithe,,work. speeff,cally1 excluded feW this contract; in'such manderjas not to:delay the p►6b ress'of the work;'or damage said CONTRACTOR, except-where such delays are'soecifically mentioned,els'ewhere in the Contract Documents. 3.06' DISCREPANCIES AND,OMISSIONS.'t1t1 s'further agreed that it is the in- tent of s contract t at a work must be done and all material must be furnished in accordance with the generally accepted practice, and in the event of any discrepancies between the separate contract documents, the pp~riority of interpretation defined under "Contract Documents" shall govern. i ` the'event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications or drawings, the ENGINEER shall define which is intended ti; apply to the work. 3.07 E UIPMENT, AATERIALS AND CONSTRUCTION PLAUTa The 'CONTRACTOR shall be ; responsible for the care, preservation, conservation, and protection of all' 13 10-15-71 y,. materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction, and any and all parts of the work, whether the CONTRACTOR has been paid, partially paid, or not paid for such work, until the entire work is completed and accepted. 3.08 DAMAGES, In the event the CONTRACTOR is damaged in the cournp cemp et on `oi' the work by the act, neglect, omission, mistake or defaulttof the OWNER, or of the ENGINEER, or of any other CONTRACTOR employed by the OWNER upon the work, thereby causing loss to the CONTRACTOR, the OWNER agrees that he will reimburse the CONTRACTOR for such loss. In the event the OWNER is damaged in the course of the work by the,act, negligence, omission, . mistake or default of the CONTRACTOR, or should the CONTRACTOR unreasonably delay the progress of the work being done by others on the job so as to cause loss for which-the OWNER becomes',Iir.ble, then the CONTRACTOR shall reimburse the OWNER for such loss. 3.;09 ,PROTECT [ONAGAINST ACCIDENT:T EMPLOYEES D TN 'PO LIC. ' Rfi~ 's a to 411 times.exera sejreasoqa _ e e'gheShAtu " :on or the 11' ap oftaployees and,dthers 6n.or near the work and~ .i 4prPply,y~tthlrl a y plscable tprovis.ions of Federal i,fState, -and:.-Municipal safety,11Awrs and."ui and Conftrdd ti'on:coddii%,All machinery end equipment-;end other 4f~ hazards <shal l ' be; guarded in.~ac'Cordance with fther!' pens " ventiofr,-,inCons tructior4 of the -AsSOGjated;Gepe Gp~1`4f Aceident; pj , except where incompatible with Federal, State ;.Qr;Au`ni.cipal a sf' r ca lations. The CONTRACTOR shall provide such machiner w E4C reyul ladders .bridges,',gdngplanks'j~and other.,safety dayices. The say ftywpp kways,~ cautift Actuall~l taken,and=theirsadequacy,shall:4e„the sol9,;responsibili,#ry, of the CONTRACTOR$ acting at his discretion as an independent,contractor,~ 3,10 PERFORMANCE AND PAY14ENT BONDS. Unless .;oth40rwi,se,';pgci~iied ci I urt er 11 13 yt e partjes to t is Contract that the CONTRACTR wfll2`fr"' oxecute se crate performance and pay►Lrent::bondsr;each:iq;,the.,$ Ykaf il4~~ i~ (~.e hundred~(1 0)rpercent of.tttec;totalcontraCt;price,Litt stdrl4ar,F q this pufpbse; guaranteeing faithful performanceiof the, work ardi E#}gg uo ~'1,-{" meat bf any gguuarantees required,:and further guararlt9eIng payment.4q,, 11, persons supplying: bor and:materials or for0ishingIhlm;a e u r~ execution of the Contract, and it is agreed that this Contract s itn6t"bee in effect until such performance and, payment bonds are furnished and:approved by the OWNER: Unless otherwise approved in writing_b.~, the OWNER,, the surety cpmpany underwriting the bonds shall be acceptable according.to the latost,list of Companies holding certificates of authority from,the Secretary "6f the Treasury of 'the United,States. Unless o0erwise specified, the cost of the premium for the pert~ormance and payment bonds 'shall be included in the CONlRACTOR'S proposal. A i 14 10-15-71 3. 11 LO ES FROM N.TU► L CAUSES, Unless otherwise specified, all loss or amage,to the CONTRACTOR arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circum- stances in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his own cost and expense, 3.12 PROTECTION OF ADJOINING PROPERTY. The said CONTRACTOR shall take proper means to protect the a acent 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 or reason of said 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 adjoining property. ,The CONTRACTOR,agrees.to indennify,.save and hold harmless the OWNER and ENGINEER against any claim or claims for damages due to any injury to any adjacent or adjoining property, Arising or,growing out of thc, performance.of the contract; but any such indemnity shall not apply to any, claim of any kind arlstng+;out ' of the e~istence or, character of the work. 3.13. P O1 CTION ALAI ST CLAIMS OF SUB-CONTRACTORS LAB ERS. TERIALMEN , A `FI R NH S F I L Y E s 10; UP K: S; r fie, 0 Uff agrees that e w i IL n emn , y,an : save, t e`er and1lI EER harmless; from ail ; , . claims growing out of the lawful demands of sub-contractors, laborers, workmen, nechanics,-'alater_ialmen and, furnishers of, machinery and parts` there- ' of, equiPmRnt;,power,.,tools; 'and all:.svpplies, Antluding commissary,~,,incUired a: in the;furtheropce of 0e,,peffo.rmance of ,this. contract.; i1hen,so desired b the OWNER, the CONTRACTOR shall,furrlish satisfactory, evidence that all,obli-,'fi • gations o :,t a nature hereinabove-designated have beery paid,, discharged,cr waived.,,Lf the CONTRACTOR fa4ls,so to do, then the OWNER may.?at'the option i o•i" the COORACTOR either pay. directly.. any! unpaid bills, of i0ich;the_'OWNE4i has writtgn notice,•or withhold frorp the ~CONTRACTOR'S-unpaid 1compensation t i a s um ~ AfG.~~ppQpt1eY?dee ed_,r osAnabay Wfioient to Z.iAuidpte,~anyldhd~allr0ath,tY,: 14-,il lawful claims until satisfactory evidence is furnished that all liabilities have beeniful,ly,dischargedi V,hereuponepayments to"the•CONTRACTOR shall:be, resumed An ql 1, iin 4gcordance with the terms of, this contract, Fut in+no.-. event,; 4all,the,provisions-fof;thi.s-seotencefberconstrued tp irrpose,any oblio gation upon the OWNER,by either the CONTRACTORror his Surety.i, 3.14 PROTECTION AGAINST R YALTIES 0 PATENTED INVENTION. Oho CONTRACTOR she pay a roya t es an tense ees, an s a provide for the use of any design, device, material or process covered; by letters patent or copy`, right by suitable ;-legal agreement with,the patentee or owner. ; The.CONTRACTOR shall defend ali,suits or claims for infringement of any pateht or'-'copyrirht rights and shall indemnify and save the OWNER and ENGINEM ha'mless from any loss on account thereof, except that the OWNER shall defend all such suits and claims and shall,-be responsiple for all, such„loss; when a parti;rular design, device, material, or, process. or ,the product ofia particular.Inanu- facturer or manufacturers;:is;specifipd or-required by the OWNER;=proYidedii however, if choice of alternate,,design,+device, material;or process is 15 10-15-71 ,y t u T 9^ '.F ti allowed to the CONTRACTOR, then CONTRACTOR shall indemnify and save O)NEp harmiess`'frtd any loss on account thereof, If the material r rs . speciffecior required by the OWNER is an fnfringernent, the COoNTRPACoT OR sshall the OWNER. be responsible for such foss unless he promptly gives such information to , 3.15 LAWS AND OR H ANCES. The CONTRACTOR shall at all times observe and comp y w t a _ FeeraT; State and local laws, ordinances and regulations, which in any manner affect the contract or the work, and shall indemnify and save harmless the OWNER and ENGINEER against any claim arisi from the violation of any such laws, ordinances, and M CONTRACTOR or his Employees, except where such 'Violations hareecaI yyng edhfor by the provisions of the Contract Documents. If 'the CONTRACTOR ob'ser+ves that the plans and 'specifications are at Variance therewith, he'shall.'prohptly notify'tho ENGINEER in writing,' and any neces'sary'changes shall be as provided'in the contract for changes' in ,the works If the aTO~lsted Performs any Work' knowingg it'to be contrary to, sbch laws, oedll6ahces,l Wiles`, and regulations",,'and `without such 'notice"to'the ENGINEER,'-h"6° shal]'bear ~atl ' costs arising therefrom. In case the Ortrfer-W a',bai ,the law from which it derives its ifr same rand regulates the ~ powers insofar as the same aces the#ti 1 OWNER rna enter i' ner ,,,th,.it) objects f'or''Whici~' or theman r,.theto ditfah~" trhaart 41'651W as art of. ntb Conractshal l e cohtt'M,' and, shell 5e bri,}!'dered¢ P this contract; tb th"ei same e a'3 i"febt 'tho thOugh eimbOdied hereih';• ~I~~~ 11 1 3.16 ASSIGNMENT AND SUBLETTING, The' CONTRACTOR furthar l e tees! that, he ~wi l l l lc r., re a' n:persana icon ra an f! I ment of 'thi's contract'dnd that/ hegwil l' nbtpassig~h,tbytPoo bftAttorAeU~! . otherWie,`br Sublet sa'id contncct'w1thouVthe*1tteo tbhseri6''df bib s` rr ENGINEER,, and that' no part tor'featdr+e,bf1the'Wrk''wiIl'be`sublbVtoidnpne objectionable 1o'the ENGINEER oh the! OWNERr' The' CMRWOA i fd0thePa Tees' f~, l that the'subletting"of,any obrtibn or-1eaturblof,the-Work, 6r'matb`i6 required Wthe performance''bf'this'd6AtWt shall, h6tfrelieve'tli@"CON= TRACTOR 'from`his~fulicobligatiartf to they hs OWNERS nf.'pPOVided by this-AgeeeMehti' 3.17 INDEMNIFICATION. 'The CONTRACTOR shall,defendi indemnifyjandfhold arm ess the 0 ER'nd the ENGINEER and'thelr Ve$ppctive`6fficersI it~'gehsr and employees, from*d Agaidstcall 'dams 4' °+c16Ws~(116sses;,demands Judorrents and costs,t..lnol~7diAl reas'onableattoMeys? fees and''exper,ses,u[lts, arising out of or resulting from the performance of the work, provided that any such damage's, claim, loss, demand, suit. ,Cud meist, cost or expense'. ' (1) 1s attributable to bodily in ur death or to.injury to ordestr'uctionc''of~tangidble property (other than the work itself) including the loss of 'use'. ' resulting therefrom; and (2) 'is!caused in whole or in part by any neglibent act br omission of the Contractor,ahy Subtontrattor,''ahyohe , W, directly!'or indirectly, employed 'by: any 0he'bf' them' or` . ; ; anyone for whose` acts- any, 0F'them ma- Wi i gardless of whether or not it is taus d Inpartfby a party indemnified hereunder. 10-15-71 16 ~s• The obligation of the OONTRACTOR%under this'Paragraph shall not extend to the liability of the ENGINEER, his agents or employees arising out of the prepa- ration or'a'pproval of maps,rdraw ngs,;~re ports, surveys, Chan g9e Orders'; de'Signt ot1'4pecificationstl or the giving'of -ort e fallUre:to give, directiari: o 'in= structions by the ENGINEER, his agents or employes, provided such giving of failure to give is the primary cause of the injury or damage. 3.18 INSURANCE. The CONTRACTOR at his own expense shall purchase, maintain and keep in once such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Sub-contractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: (1) Workrx n's compensation claims, disability benefits and other similar employee bpne-fit acts, in accordance with statutory requirenients; (2) Claims for damages because of bodily injury occupational sickness or disease, or death of. his employees, and claims,,.! insured by usual bodily injury liability coverages, in amount oft noti les's ttkoan $100;000.00'.*orl injury to. one person 3r,d fot~ not less than $300,000.00 W one -Wident• E J:. r~ti v,i ^1'♦ ,tt ~.',''~1 r.''* •t'c tai' t ,,ff f 7 :.'It, .4l; t) 1'I' 75j (3) Claims foci damages because of, bo4ily.ihjury, sickness or, disease;': or death -bP,`6 4ersbn `other; than! hiss employees, and claims, v s , ~ r F iintUred, byo usual? b'odilyaiinjLiry,!iibbility'tbVerages,, An' Amount-, i, tic! O bft not, less! th n:~$lOO,QOO.001{or, InJury; to" one, pelt oh anal fora 1 1i r r:, nbt ?less than 300,000.00 for one 'accident; 'tT t I~f..3 (4) Claims for damages because of in3ury.to or 'des Uction,oft,,i{. tangible property, including loss of use resulting therefrom, in1An 'AMunV of not less thah:$50,000.00 for.bne actideht.- and hot 1e'ss than $100,000 M bggregate; , (5) + Claims for; damagAs,because of an'outomobiletacCident in amount;-,.,,, df;'OWlest! than'.$100;000 00 ~`or. injuries- to one,ppeersphs, and nott,. lA9s)th'Ai5' $300j000:00" for, Onb'accident ahd,aUtomobilei datoage . 3 , insura:`ce in amount of not less than $50,000,00; . t1 i.,) a,1.1,]!L (6) ;!The rANTRACTOR 'shaliiproture, maihtain,andikeep;in. effect„Owrer~s+ i ProtbctiVe:lnsurancd,•)which'not only;sh1ll cover the CONTRACTOR but, irhich shall cover'l all: bfithe, Contractors Sub~Contractors; in,an 'amountiof hbt lets than4100,000.00,to injuries to one person±and, , not less than $340,000.00 for one accident. 3.18.1 CERTIFICATE OF INSURANCE. Before commencing any ofrthe,work,,CONTRACTOR ? shall a with the I valid Certificates of Insurance acceptable to the OWNER and the ENGINEER,' Such Certificates shall contain- a,provision that coverages afforded under the policies will not be cancelled until at least fifteen days' prior written notice has been given to the OWiIER. The CONTRACTOR shall also file with the OWNER valid Certiflcat.es+of Insurance covering all sub-contract6ft. 10-13-71 17 ,l a 5 ' x v ~ r, , d r v, r " * ~J •1, I 4; 1 PROS ECUTION"A 10 PROGRESS" 60 i f 4.0111..TIME AllO ORDER Of CO, P ETIO11., It:as the meaning and TRACTORrS alls;con lowed Fin ess'e ' wo k asssuch.timesy'and seasonsi,in+suctf or`dof precedence to d - to pros CFite hts of: construction; iprovided;,,, in such manner' as shall be'most conducive to economy.' ime such that shall be sthat a wholes andtinnpart shall ineaccordance lwithwthis . n de., shal contracto the plans and specifications, anthattwhentthetOWllERfishavingoother signated in the Proposal; provided, also, work done, either by contract or by his own force, the ENGINEER may direct the time and manner of constructing the work done under this contract, sc that con- flict will be avoided and the construction of the various arks being done for the OWNER shall The C011TRACTOR,shall submit, at such times astmay reasonably be reluester by the to ca eral rry,nthe schedules work,, which with shall dates show whthe order in which ich the,CONTACTORtwillDsltart thep'Sev on to carry parts of the work°,'and estimated dates of 'completion of the several" parts, COtITRA on o 4.02 EXTENSION ac'TorEnegleoUloftthe UWNERC6f~REN6IUEER,~or~oftanycemployee off tewor YaY either, or by other contractors employed by the OWNER.' or by changes ordered delays by~ rdhrnof ? in the)work?;)or-by; strikes; :loCk'cats`f'tfires++ and unus4ai carriers, or unavdidable+ceuse~or chusev beybrd,the:.CQIITRACTORIS,,dontrol,' or by any cause which,th©,EUGIIlEElt°shall 'decidpijustifiK+the deldyyf.then an ex- ENG com- by the tension fortthee delll,bthelAmoUntfof the~eiteUio ~01 ~eVdetonnisufficiant(to pensate ay ENGINEER, provided, however, that the CONTRACTOR shall give the ENGINEER~ r ~ prompt notice in writing of the cause of -such-delay. } E.rltjlyw, 1o r ft ii>!t.!ti , rj,r,: ,SIt~RAGTOR for 4.03 HINDRANCES 'AND:DEIAYS-~' No cljioat' shall be~tiade5byithe CO! amages resu nb nrder ofrthe , ors, dujringrtheaprocaUte~ofkanyt Where the work is stopped by shall~fe stped py' the portn of the warkie raced ire=this cohttacto >Inrcase:said vro !of)the3EIlGINEER is act oft the` OWNER ;;then-~such!expensa' as rih theA`du caused by such ttojppagerbf~said worki shall ibeipaid?by.th'e' OWHER`to1 the C011TRACTORR, 4.04 l.i UIDATED DAMAGES. The CONTRACTOR agrees that time is of the essence t V8*co an T at, for(, each! f6rtthe cb"letibnaofithd Wdrk,.herein;speciffiied~an dcon- for tract l °"for (after doe Allowance :of,-~sitch"!ext2nsiob'owfthholdsperrt,anently from tractedr, under Extension of 11 me,hOrel nabove) •th6,OWNER may the CONTRACTOR'S total compensation, the liquidated oundamagesaandivfor en added expenseing schedule, not as a penalty, but as ? for engineeeing supervision, etc in connection with the'project; " ,Amount o Amount f Liquidated Per. Ua Damages Y , Of?ContrAtt ~ $ 100,000 or less $100 1,150 r, t i 1s r.,.,500,f000,, ' t~ r , 111 .v'UI 1000001 500,001 to 110000000 }1 `1f I 100001,001 to 2,000; Ob 300 Ove00 ~f fC-'_'l ^(t( 18 10-15-71 5. MEASUREMENT AND PAYMEUT '5'.01"; UAi#ftIES 'ANb i4EASEIREIjEfIrc, No ext14a oh `eustomAry measurements of in kind' w e a owe ut t e actual hie tdUed`ahd/or''computed Iength,,area ' ' solid 'cbhtents, humber'and tikight WY 'shall be ' considered, Unless otherwise specifically provided. 5.02 ESTII4IATED UANTITIES: This agreement, including the sp6cifications p ans an est mate, s' ended to show clearly all work to be done and 7aterial to be furnished hereunder. Where the estimated quantities are showri fo`r the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for tompparing the proposals offered for the work. It is understood and agreed that the actual amount of work to be done ar.d material to be furnished under this contract may differ somewhat from these esti- mates,~and that where the basis for payment under this contracCls the unit L'Hite method, payment shill be for the'actual amount' of such work done' end the material furnished: Whom' peYmPnt. is based on` the unit{p;;01 a methods the COlITRACtOR a ie ges that lher will k 'ne' clafiir fr "li' for`ddma , antics atr;G r'ofits or >jtherwise bnrat+~Our~pf ' any difce's Oli~h may 1 foJh"d t6,49 h~.material' actually fdrnished~Oder this contgeaet ahd~th4felfi'tAtid! 61niltties contsmplated and contained Sn the proposal• provided, however that in case the adlia h Ai6 orrtehr shodld3 3at rhuch'a"s~201,f~dr4'thah`1,' 2616 '61hta latex i,ahtttgifdr"si~Efr`}it" , o''this?Agroe*ht Apbn'dema`rhd,7sh'a1i'he' entf #iEd ► then o) helr ,a bn'the'}io't~ bf ti oh t#i'e t~drk'~b ~i'e `dr'$d1oGr'2oi5' t `6frbvl~r;d~ idora'tion rrrs, „ { of-~the'{e§tirnattd'quar7 1 y ?.low A F,M,jbr`ltdln'00 "be``cohitr0d tb°bd 6ny`irldivldual bid' itefn;In`6Q Y% 'W the? prdtisal''that ,,As",A tbtat 'EOst quAl 18 or, greater than #ive" {5). pe{; cer►t of r the tdtAt dantH 6ost."1computed'6n'` the° basiCof'ther: pi,epo§Al' ObAhtities'rahd J the Coil tract unit prices. *L 1 .1 AhY'rebised'Consideratidn iil d` be determinad'by'agreement; between 'the''bA; tie's .yr +rE, r t y E.~ otherwise by the terms df his"{Agreerher~tr a~'¢r~~Vided'i,RdeV'aCzt4~a Wdi~kh,'~ 5:03 pRiC~°OPWO~k Iiir~onsideration''bf the furhish~ng'of~atl''the'necess8ry~{ -rrj oW`. e~tarial,`~and the t6m leti6n'Watl wdrk by``the'COPITRACTORi a d'on he'compietfbn'16f;all ~~rork-and'6f'the'deiiv¢ry-'6VAlt'nate`riat~'~M?i ed" in this CoritWt'in'ful1 crdfmit itH the" etifications ahd ftipblatiohs h6hilir'EbrtAIAed the'OWNER`a6ve6s fo',0ay1he'CONTRACTOR the'orkk set~for`th in The the CON RA Proposal Odosal le ebar hereto ag ees to attached, which has e prices e in a part of full fortfurnishingcall q red for the aforesaid work, also for ail expense,' n'curred by him, and for well and truly performing the same e and the whole thereof in the manner and accdeding to'this Agreement. 5.64 ' : PAkl'IAi PAYMENTS. Ors 'or before the 10th day of each' month, the CONTRACTOR s a prepere an s mit to the ElIGINEFR for approval or nodificatron a state t'showillg as completely as 'practicable th'6`totAl value of the `work d6ne by HTttACIOR up''to,and Intl Uding-the'1Jst dAy 6f-06 prededing rrlonth; said stat6med"sf'alI!atso Nhlud6 6 thd'Jalue 6f111,sound'materfals' dolt ve'redron,ther-i site df thTwdrk'that'ar6`to be' fabricated into the work. 19 10-15-71 SY ~i N H a•. • { F, S v ~R , i;i , TI•t iii,, The;,Qyll R shol1. then- pay ,the, CQIITRAGTRR .on.,or before 'thR 15th day, pf; the; current month,t a total,, a unt_ ,pf, tho, Ppr4ved ~tatet~)tt_;,1.i~~b, ,t0; pe't. '01►N, f, th ; d Rp!?t thereof, which 10 per, cent shad 4B retained. until; final., Payment,, elf ,fur lien,,,,, less all previous payments and all further sums that understood, bo retainra`tlat In OWNER under the terms of this Agreement. It case the, whole work be near,to completion and.some unexpected and unusuol,delay- the QWNER may . occurs due to no fault or neglect on the part of the CONTRACTOR, upon written recommendation of the ENGINEER - paya reasonable and eTORtatlti portion of the retained percentage to the CONTRAf,T o the OWIIER'S option, may be relieved of the obligation to fully complete the Work,. and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract si.'bject only to the conditions.,ctated under "Final Payment", 5 , ug- of C PLETEU PO TI S. The PYWA RI shol l; have the right to take pos;, session o~and u s¢ :artY comp ete d:.or:~par0ally,eomplete¢ portions of t~►e wor~C.., notwithstanding the time forM'plthe entire work rnsuch P rtib'dii.,W, - } not have expired but such taking possession Jthe S.ontrast ijl{9lents ceptance, of n,Y.vroi" npt.c9mPli:ted Sp acC_ord. ncp ; i CC~T n Ift:suf~Dxi9rnGsQ, ~preeses,;thef7it r.laYs, ,..,e,,h~orks~~r +nQi Q ' t, a cd s g#~tens gn 4f t e►or hQ4h, ~h.a1J po-, ~nt~tleA,,to,~u~~~ r.~}, ~wen.at ¢n► r~, - a[ t p ENGIRE~R p~y;,deterlnine~~~;-,,,~, , ,-'ri+3 i .,;F E~~i~ Pn7u~y ~ ~~t~'5r tr €r,#~ n ,si± Y~ hY. •~lf ?Urpryt,~ :ffl~ ilk f,'t]tE,°~ rib r ~ ~~4,ehgj Th~¢~ P9N7RACTO~, shal~`v e~i 1J~1T Y¢R 44~ contras ,15;~"slab. ntia..ly.,c >;91 ~5~~~ &Ct$ 119 t i~tr.Pf~ d uO 4~ § a'i ergiah tprLn 4~~h. the C^~C~+9Rs,9f Uilfii►.5two. k-,A1, 1 work. The.+~l{R wil'l~revtew f a l add thereto such items as the C NTRACIOR has fa ded t~uieclude.4 a ubs, complexiont,of, the,;truCturo.;Ar~fac~1Jty M) 019x . . t P.. r t1'r ~'dr { 9 perfprrrsing;alltnf;,Yho;work.,updertaken,7 hg her,,of a.°rt►inP'.i or n strlcture,or fac iity;tlnacyordancg wig!! 6 Qntrac thdr. ehY. comPl eti ng i the ' ~Jitnt aO ()41aYs apitn4lRtekanril thin P N hi N in 5 O' WRIG. N AID A C . 'tj~ thy, Q s sell, oQt,,c0• ~r has g V@@nrt, a wrt.. 55 stant,ally completed, the EFIGIIIEi:R and _ OWNA s al inspecf the wbr i - saioitimer,,i.f,theiviorkWbe,,found,t9 belcmpleti¢,4Ri~4bstantiall1 ,CIP14W :ac n pordance',wit. th ContraGt,,Documentst-,the klip!ig€ $}i 1.1 efi r AA CTOR;h s.,~4rri f~c~te Ofrcompletioit,,ran4 ,hupgn^' &dl1Cee,', h 'duty of t66NTRA t 'w ti. zten daya~.,to f sN gCt ~er p eipp . 1440 h~ '6, s ~gf i' of th9.06e;C i..RAC~ o, ,a¢ ~ ~f oal qj inwriting of ~ .>.,r,g~ RQ., worktoh@O'i TTORi or tvise;y Q, non-acGeptance; ? r,' ,I,;°_FfeE i1f. , ,r,s ~r t~ 'rij 't 5.07E . FINAL. PAYMENT. Upon the issuance of ,the .4er 1i"1ca a of 10"PIetion ~ q f Wsa proceed to make final 'meas 4'rements. andedrepare f Tol Staff to tlle~,• the value of all work performed and mater s f.4rn h,. Agreement and shall certify same to the WIN, who shall pay d tthofd0i Ce ok, on :or after the,30th da~rs:arid before ,,the 35th,ddC,TO~ftederhthe tern~5, C tltiI tre ficate ofiCompletionisthe balanc'performed due the.CQiT A', un terms he hasr;fully ;.h s,~~~ontrac ya~l.oblgations,under{ id Agreement provided Went sh l,.be' e,,ug,iri any event'' of this contracts and;sai,d pay -a tiap of Acc~ptarle ther perforatance by the CAS+TRACIA.Ri..,.N@ither,theeC ents, shat l r e a tho i„ final payment , nor any prov.tei,00 i,n;, h@ ~or~traPt aQcN f CONTRACTOR of the obiigation for fu1i11ment of any warranty which may be reu~red. 20 10-15.71 r x~" tk''r r{ Tb sr n 7 ai',ra! fl~ 5.08 PAYMENTS- WI THHELDi The OWNER,may,,,on1cceuAt of subsequently d#sf' covered e3idenel w , oid Or, nullify the wh6I6r0 :pact of.iany`Cortificate to such extent as may be necessary to protect himself from loss on account of: (a) Defective work not remedied. i (b) :Claims filed or reasonable evidence indicating prubable filing a of claims. (c) Failure of the CONTRACTOR to make payments properly to sub- contractors or for material or labor. (d) Damage to another.contractor. { (e) Reasonable doubt that the work can be completed for the unpaid balance of the contract amount. (f) Reasonable Amication that the l wi11 not, be;completed within the contract, time. t~ 1 } <1 i~ + t) 1t ~1 I f . _ q 1 When the,above grounds are removed or(the CONfRACTOR'provides a Surety Bond ? satisfactory, to: the OWNER, which will oroteat'.the OWNER Awthe amount v)ith1 held, payment shall.be made for amounts withheld because of theaq► 5.09 DELAYED PAYMENTS. Should the OWNER~.fail.to,inake{payment to''the}CON- TPACTOtT-off'-ie sum named in any partial or final statement, when payment is due, then the OWNER shall pay to the;CONTRACTOR,Ur addition to the+sth shown as due by such statement, interest thereon at the rate of six (6) per cent-,per;iann^t unless:>otherwise! specified6 frofi+date due,aE' pros ided)unddr "Par.tia)rPayments°?8ndi"Final,,Payinents,o until fully'paid,*hich shbIl fully liquidate,any;injury, to.,the: CONTRACTOR growing out of such•delay in payment, but the right is expressly reserved to the CONTRACTOR! in jthe {event payments be not promptly made, as provided under "Partial Payments", to at any time they tipf er,)jreat: the rcontract as;;dbandoned,by iti e-OWNER 'andxrdc0er Comp. r pensationr,as provided under)'Abandonmont 6f:Contract4v.unle9s Such ayments are withheld-in accordance with the •provfsions !of ,"Paymehtf-Withheld , ! + 6o EXTRA, WORK.ANDICLAIMS 1,~.,.- i1f~ E1 6.01 CHANGE. 0R DER i ou• inVa idetind With th S t l is R s'eeraent the OWNER a a an time or, from time to ,time order . addition del any + s, etions.or revisions1 to the works such changes will be ;authorized by Change Order to be PrePardd.'. by the ENGINEER for execution by the OWNER and the CONTRACTOR. The Change Order shall set forth the basis for any,chaoge in contract price, as here, inafter,;set forth for Ext1 Y Work, and any change in contract' time which may result from the change. In the event .the CONTRACTOR.;shaII refuse to execute a Change Order which has been.. prepared by thetEYG1NEER and executed by the OWNER, the'ENGINfER May 21 10-15-71 in writing the% CONTRACTORr:to.proceed with. the wdrk'airteV(&th! In the? Change Order:ahd the CONTRACT'OR-eiay.rhbkb' claim`agafnst the OWNED ` for Extra Work involved therein;as hereinafter provided: 6.02 MINOR CHANGES: The ENGINEER may authorize minor changes in the work not ncons sttent fith the overall intent of the Contract Documents and not involving an increase in Contract Price. If the CONTRACTOR believes that any minor ch wige or alteration authorized by the ENGINEER involves Extra Work and entitles him to an increase in the Contract Price, the CONTRACTOR shall make written request to the ENGINEER for a written Field Order. In such case, the CONTRACTOR by copy of his communication to the ENGINEER or otherwise in writing shall advise the OWNER 'of his 'request to the ENGINEER for a written Field Order and that the work involved may result in an increase in the Contract Price; An4 request by the CONTRACTOR for a change in Contract Price shall be made pridn to beginnin the. work, cover ° 9 ed by .the proposedr.change, tili:,i; 6.63 EXTRA WORK. It is agreed that the basis of compensation to the CON- 'TRACT R7TA_r wor either, added 'orr~,ddleted by ~a !Change Order. or-for whibh ~-,61 a claim ;,for Extra Work pis made shall; be deterininbd.by one''br Xbrej of= the k cj ,a fol lowing methods: s! It, 0t Method 1A)° -4 By ~ogreed unit ~,Nicet'r' br 'xf'! i~'.• f6s°i!'„li Ex{+i1 's. [s."~~ 7 ifA. Method (B) By agreed lump'3r~ i i t!'All i Method (C) r.jIf;netthet- Method (A)fhbr,-Method,° `be ' r (13} agreed upon before"!`+? )'rthe,fixtTa~WOrk isFcommented;rtheh tj,i, ONTRACTOR sha]l4e1',I' fpaid)the "actual field Cost" of'the'we"4,,p1U3"fifteen16i L ~p@r'Cent. c'` s V~ ~JI rs ?f Jirr; 1 i . I _ IJ!~ ! j In the event said ;Extra,,Work be_ pdrforined •bnd'paid for,ft,nder Method ~(C) Jhm the ptovi£igns of thilr~paragraph °shall apply-~bnd"the ~"bet~ual~fielo cost+l, is a hereby defined 4winclude the''cbst%toithe,CONTRACTOAI ofoall workmArt Vsdch as foreman, timekeepers, mechanics and laborers, and materials, supplies, ) teams, trucks, rentals on machiW ra U64ulpriie'nC ;for the time actually employed or used on such Extra Work, plus actual transportation > charges necessartl,y, itwYred4 t1gotherVith l_ 0dwd0;-,fUdl 01lub0icanU,' Wbter4 d f' similar,opdrating expensos ,also all'necessary incidental expenses incurred " 21 directly,on account of`such Extra Work including' Social Security*,Old Age Benefits and other payroll taxes, and, a 'rateable proportion oVpremidms'-on Performance and Payment Bonds and Maintenance Bonds, Public Liability 'and Property Damage and Workmen's Compensation, land all'bther insurah°ce`"as` rt~ay be required by any l,w or ordinance, or directed by the OWNER or by them' ' a field greed to. The ENGINVq may direct the form in which accounts of the "actual availablettD thelENGINEER.'anThe ENGINEERsor OWVER mayCalso'tpecify'fn vrftin 9 ~ 22 t 10-15-11 -71 s a before thQ ccmmenGi t49 method of ojng' the work 4nd ~tk4e tYpe,,a9d kind, machgirknery .~Ind.,4gy ppmmeen . tpU¢ else t ethi eiagreed hpontters~shA~1 be determined by the CONTRACTbR. rrr the, prices, for the use'of machinery and equipment steal, be determined ,by using:, 00. per„cent, unless otherwise specified', of the latest Schedule of;Fquipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equip- ment shall be incorporated in the Written Extra Work Order. The fifteen (15X) per cent of the "actual field cost" to be paid the CONTRACTOR shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined, save that where the CONTRACTOR'S Camp or Field Office must be.,maintained primarily on ac count of such Extra Work; then the cost to maintain and operate the same shall be included in the "actual field Cost writ by, Extra Work of lany inanwill be alIowed :anl,ess ordered in . y,orders'.or instrucitionso either, oral or written,; Appear,-t4, th CONTRAtJOR tp. i~V 14e„Extra ,gork for; yrhic4 he st ci on ti hq shod ats r. iii,; e, A, r a d t+s a yin cop cha 1ee 1t ,np estp`t}hQ £~tXNEE: ni nr, rsea`stowhat~Wsor~ such ha ork' , s Ex Should a difference of opi 4 does not constitute Extra Work, or as to the payment therefor, and 04 ENGINEER insists upon its perfpjv#Ace~ the;,(Q1,{TRgC►4R shall proceed with the work after making written request for written order and shall keep, an of , 1 lei cos.t p.°,) thereQf,° ae rovidAd~ e,rf + r accurate cco p, o ,,the. ~d4t0 f d . Y . 9 ;ubm hi' mat1hfpayepe~to?drbitFa io~~sea's hereinbglo1 11 4i w _ provided~ty,tq Ilk' ' l ' rlrr je it IS fu ~ics9regd, by bot Pa~~c e eto 6.04 E r r at a q4,q s 4 i,, $ Vt or ,0awtmen.t-1pre' ented ~Y je. C t~TR~ i`QR << shall,be in :Wri3pg,pn .,f l~dw(th t}~e.ryGYNFrWitiin ;rty~,(30),days after ' the'ENGINEER has given any directions, order or inst -ictfon,,to;which the CONTRACTOR desires to take exception. The ENGINEER shall reply within thirty,, (30) d r~'4', t4,su ch,written exceptior~ +bycfhe,CO>fIRA,C,TQR,,and,,r10er, his figA11, dep QNT.RACTQRv$$Ipuld, appeaf,r9mI the ENC~i,N,(1 s,on, .ariy,deoaitration shat he-ffleo,with, the t 1NffR ,..a~Qd ,t~,eOVNER in, writing with n ten,(i0),days after, the,date,.,; ,z of de ver t ,,~OrJT'RACf of,~ti4e ENG1tlt, RR „final decisipn. , It is fyrther,, „ agreed th ' ,<f al, e`ecep an g, ,o,f ,the,worl4 .py ithe,, 6wNER„aqd :he cceptan4e F, ; by the Cb T~tA OR'of;th^_' f na,l, pa,~ent, sha11 .#e; a. bar ~tp any, c 4ims,by, either party,, except where noted otherwise in, the Contract Documents,.,, , 6.05 AREIT At Al questions,of dispute under this,Agreement shall, be su m tte to ar trdtion at the request of either party to the dispute. The parties may agree upon one arbiters, otherwise, there shall be thrae, one named in,writing by each party, asd.the third chosen by the two,arbiters so., selected; or.if;the arbiters fail o select a third withip ten.(10),days, he shall be chosen by 'a District Judge serving the County in which the major 23 t 10-15-71 r y portion of the project is ioc ted unless otherw specified. hour` the, ? , . part eMahMA?,,4r itF1#fort ,f i1 {6'' ante a di t~1$ii~i tin {j da of t e sn#arld fits 1~i~ht ta~'aibitPat'sha1 'o , 0, jhd-'the dgcisi i' e~ ENGINEER hall be final and bl' lep to choose ah 'arbi g`him" Should the''oth'er #ar h1 tar Wfthin fi eyi the ENGINEER 'shall`dpaa nt"such arbiter. Should either party refuse or negglect to'sHp l thb Mars any papers or information demanded in writing, the arbiters at- ,mowe riith` by both parties to take ex parte proceedings. powered The arbiters shall act with promptness. The decision of any trio shall be binding on both parties to the contract. The decision of the arbiters upon any question submitted to arbitration uneer thit contract shall by a condition precedent to any right of legal action. The decision of the arbiter or arbiters may be filed in court to carry it into effect,` i The arbiters, if they deem the case 'demands' 'it, are authorized to "award the' party whose contention is sustained, such sums as they deers, ro er for the time, expense a,nd troubie"16610ht to' th'e°appeal'iind if, 'the'09eal`Ws`f*h without Y%UbKable calls`e;' they rrlay aWAYd d thereby.''' Th'"i biters'7shali` f'itf theih 'oamb e'rfs tibany.' ' uh]e i ~ hercii '3s~ provided by ~'a'ggreemeilis;t anki shb~lIifasSe'aS' h co t ~''ehd ~'h~ ' `s'b th'ef `~b`1 4~ :~s< tion upolt 'ei th~'r` 'br both parties, 'The' a4ard of .>"th¢ a`rtii{tl ; rtitis"tre 'made in writing;' r., ( , q; A~Ai(DONMCT Or CONTRNCT 1 7i, ~~,_rrrfl , wl~ ol ABAWONMt' TtY'CONTRACtOR; ; ;a: ~a t rat t n; r ; r~,+ t In" oa3e'thY }t xn a o use °resutne work irithfh t0it(Ig ~F a VA, w~ftten iff1~ cation from the OWNER;►1d'0`th'e''ENGINEER "orr if tit' ` O fls`!t,6 e6mpl~ with the orders. of the ENGINEER, when such orde s are o isir w Jh t e Contract-Dd&u #ht 1,-106 b} ~d'iin`that`'da's,l, 'he~ Q~f~'~~~cb~6~~ bonds exfjtti hp, u1'ebh1these b na ~sha i be b 'Ifted in V t r~' a directed to'cohtpleteith'a i?WV"and a copy'of,Old Notite`shall.be de iX edr to the CONTRACTOR'` 7 After r#MVing safd n'otICe'of `ebandorinlent-thd C0910ACTOR'shal'1?fib rem y~'~ from the-1 oh any rhechfnery' pgdi*eft tdOl `,'mat0fals `off sup; lidtheh ' on the J66J' but ithe'se r 'arfi 'to ther `wi'th ah, terrtalS and, oq~if n1 urn eh . contract 1ot~ the - `drk,' 0.4 'b'e 7 by fhiCR "o ` 7 F~ ''f h ,4 workt end r1646 C0ahr~T(RAOTbResh~al l' h$t °reei~ dto 0,6 'a0nrec~tot~Kfb clbtibr~ df r`th ny r7ehtel ,or t,t edit. thenet`or yli''USd1AleoVectfori ► Ii' `Cx'eei Work; where Credit shalt' be' allowed as 6Vided'for`'urideh'' Section Extr (except whe a Work and claimsit tieing understood that the use of such equipment and materials t%i.ll ultimately, reduce the'dbst'to complete the work 'and be 'reflected in the final' t tment. he Where there' it no perfohoahce-boAd provided or In case thb Surety'Aould' fail to commence, c,irpliahce with,'the, notice for completion "here inbefafe'. ' 24 10-15-71 y ~ .F+' •ir, rR ~,y_r: y~i y.Y f. ,..F !h .9. to provided for,, Wi t4ln tet' X1,4). dayh, fl fr, ;;,ervi4:,~ of Is kh dotice~ t { the di " , fP!', ogmp,1ei(fi0 R of't) p, vlor( 1.;) OWN (t t ?!"QY e ; either; o t , f4~y, nq elec JVe,j4hpers: r t, 7.01.1 ` kp OWNER may thereupon e;np'1'oy such' force of (mn and u' a such , mach Ty, equipment, tools, {materials 'and supplies as `SaiidQW UR may deem necessary to complete the work and charge the expense of such labor,, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and'paid, by the OWNER out of such moneys as my be due, or that may thereafter at any time became due to the CONTRACTOR under and by virtue of this Agreement. In case such expensQ is less than 'the'sum which would have been.payable under this contract, if,the same had been completed by the CONTRACTOR, then said CONTRACTOR shall receive the cliffQrence, In case such expense is',gre'ater than the sum which would Gaye been payable under this contract, If,.the', some had •beeh ebgipleted'~y t0 d,'GQriYRAt;TORr' then, the CONTRACTOR and/or his Surety •sha11 pay'the amount of such e'xce"ss to 'the OWNER; 7.01. f ~ftie~ OW ~R' un¢Qr' "e~ ~ , fit f e c d. tc~~, A A - ~ One' 0 0,t'i~ ~~,1 i~~Ir. ~ Ar-: r ethe IIci nt 0 ,he,.0 work c I rr i ,1'511, T,SU `r r, a,rf} ~r 1~.~b 0 undek t'440' ly t 4^o e in this eqn , In` a ~ 1;,~11~ Pcf eITg~'.~~, s F,QNd, < rT contra { s ,,Ira14 A b It ~ a> 1 i t PR F, u .19 1; cc F e Iffy - ,>m such ~c a, a RR' h Ole X~ I I I ' tiew PV p 1 ~~r ...t ~ ~ '"OUIr C' rA.'~ T'':C, ' 1 5 undo r, ohat e, ERR, alriF~~br;h $ rat a r'Se,."tPl the `w h ~.,0,,, , iI., it , if _ 1(7I (V J t(fj 'lo when t44.we, ifji 3' F$C! 1 gr itaiti~' ' "~h1, his Su foty,,' b111 Al a; C~q~a' te as proe ded: t'Cai'a h h8~'en' ov t o4 31 ~la ap itemiz A~time 'ak;s~ r.'tt~ 4ri~,_1 as beini r. 3t, l'Fiaf ~te P ,R e , !I~ I l red ;to`'theY 0 and hisnsuta tyre onih QN 1 it' r~'t y V<,,l y, .g bsd dnd h_, thir as t4q"', so ir 11 'a~:b ~,ce dig d yy s fd state menf, w thin fiftdeA (15) d5ys afte the"date of 'such Certi~ica~e bf Completion. s In the event the statement of accounts shows that the cost to complete the work is less than that which would¢ haye beep the cost, to the OWNER had the work been completed by the CONTAACTd0 Ender the terms of this contract; or when the CONTRACTOR and/or his Surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools, materials or supplies left on the site of the cork shall be turned over to the CONTRACTOR and/or his Surety. Should the cost to complete the work exceed the contract price, and the CONTRACTOR and/or his Surety fail to pay the amount due the OWNER within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice 25 i 10-i6-71 ,r 1 "J4 7A,- ii-- thereo'f' ~t; rs Ck~~req+U~75r:~ ~i"rd rterl~l~ Sy e~2 the~G ahdfi'Suat at'Kes`c~~~~ibi-ease shat bi"ff1l designated in this contract, provided, however, that actuil WHIXOWAt cet' given in any ran, .er !11,1 'tisf tPlt cprldit~ Q fter mailing,qr ~o herf t ±.t ggivingg ~f `sUt~ tad r`b i+~4j Ii~aH t6tr ilo V.5k 6T thlCp TRACYO 'arid'hi Y tifety'sub)ectT dii'~j+ fd `tF~el~ttutY-% t ~''~1}JNEt t0'~ditatcife ordih'a~y ca b' o protect' iu,6,'pFbp':~~tyy.%qf~te~'„fif een` (15) days' fr' n'the-"'~ ' data' of sbitf hdtl~ h'e''0lN~ ma 5 1 ch; r~ac ir,( , 'e14ufP,; of too,~s`,' mat ~r, $`ls, pr, slipp"d' ~ d ' ad .op I e'v, ~ f~'bm' 'uch's~~e' 't~ Elie' c4 i t of, they CONS 4CTdR' acid h s' 5`ui etyi. t ch ' mide h`t{ 6i~'her i pub' i C, o y p~^ sv,~te',' a] off, i tout 'jt ,tsce,' as. t ,4fW R tna a ct. ; ~e~t;, The 0~! it . a i raeaS ay~yrriaci~ihey, e , COO A"" re1ri~ o the Ad and on obns t a 'CON A"" ` -~4~ t pope ri 4 boks b 1bpe f tiont' rd~d¢dh,if~`'s beti, to t.'C01 f tOR' an'd` his 7.02 ABANDONMENT BY OWNER. In case 'the OWNER shall fail to comply with (i r aT' r 1 I U t e to si`s c It mot, opnd *dAd-j1h' il ' tQ c p,I t a1d rC~ the nYWII .1d hrA ~ vr 41 i i c ±~1 O ~ 11 ►~d, t . site o ih' 'h o be' p1g ant the. i EI I, c. r. , im,~ is [J and fia {h n ? ~hI t a' EN61 1~ n ma ke enRC mate r,.Fn i r~1* p j~ ~ fi CONT a ,sS, 1 area e` p~$ t d- R,t fa~>'.`~~t gn tht ric5'b 11 ed C!~n; price, a s ~{nd nit a i a~ ra ~1or rfar or provided for by the terms cf this on ract, and a reasonable sum to Vey the costs fGgny p Qvis s" , b ,th l j M Q5 a , )t o }ro to £Qmp~~ ph'q d j IW b~ ~ 6,1 € R h 4 h z'rf1 to4g,! ti 't" r rC ' In above s't~ t tn•u7 +1~irais i 4 d e' W ski 4 y ) . { r~ r ^f Cb a J certif Y ,s th } h h yG. n t . , ~5 r, i,ns j d a e f~li b. o h,.Iy , . o< t thirt RA y t, balances ~ sd;i'r{a~. to mg as,~{U t' R~ All ,ie, . 1 n, .37 , ry i~ •.a t f of this Agreemerif. 1„ ' .<<r!~:~ t ftj £11112 ~~(rt t).',1 F. J 1,:d 'vI!t~ I ri '.{roi fi,~ y i l 61j ~ fIifl't i{ 72' rfI f,ltr *r } f r 1l.1 li. ! ?l IttU ' ! 1 ~Ir .1i(l t ]s1J of 'At r 1111 II'Ji ,:'{r,,)t JI{'_ t~"3 .A_1 )I{i1 .'i1 ~~J i)It ~:Irz~; ~11j f1,2 llr;r~~ V ,1 2 6 t 1 ;f 10-15-71 DENTONs TEXAS 42" WATER TRANSMISSION MIN DETAIL SPECIFICATIONS SECTION 101 - GENERAL REQUIREMENTS A. Materials, These specifications are intended to be so written that on~l-"y materials 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 the Contractor of full responsibility for providing materials of high quality and protecting them adequately until incorporation in the project. The specifications for materials set out the minimum standard of quality which the Owner believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "Or Approved Equal" is used, it is, understood that if a material, product or piece of.equipment of the specified name and quality if furnished it will be`approvable, as the particular trade name and quality wrs used for the purpose of establishing a standard of quality acceptable to the Owner." If a product of any other name is proposed for uses the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Wherever the term "Or Equal is used, it is understood to mean "Or Approved Equal". B. Workmanship: These specifications contain detail instructions and • descr p~t~ o cvering 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 fire class workmanship and finish of the best grade 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 high quality, first class finish and appearance, and satisfactory for operation, all within the apparent intent of the plans and specifications. C Handling Materials Not Approved: The Contractor shall remove from the site any materials found to be+daamaged, and any materials not meeting the specifications. These materials shall be removed promptly, unless the Engineer will accept the materials after repairi..3. Materials found to be damaged, or not acceptable to the Engineer, shall be removed if installed and then found to be damaged or not acceptable. Inspection before installation shall not relieve the Contractor from any responsibility to furnish good quality materials. D, Cle ri amend Grrubbin : The Contractor shall do all clearing and grubbing necessary orf construction operations. All trees, branches, limbs, and roots shall be removed and disposed of by the Contractor so as to leave the right-of-way in a neat and presentable condition. Clearing and grubbing shall be done so as not to injure or damage adjacent property. in 101-1 n t.•` y disposing of brush, part%cular care shall be taken so as to"elimi the Possibility of'startiiig a grass fire, Any and all damages - ,ate. limits of the construction rigt-of-way shall the Contractor at his expense. be paid for and ~ettledebyr+e E. Fences: The Contractor shall protect all fences adjacent to the construct on area. Any damage to fencing shall bi repaired or replaced by the Contractor in a condition equal to,or better than, the original condition, F. Gates: At locations where the pipe line crosses fences, the Contractor shall-install barbed wire gates. Wire gates shall provide a clear opening of thirty (30') feet and shali,be constructed as shown on the Plans. The full opening of thirty (30 ) shall be reduced to one half this distance (15-feet) by the installation of a line post in the center of the openingg, except during the actual trenching operations, Cuts in fences shall be made in a neat and workmanlike manner and the Contractor shall be responsible for prevention of loss of stock or pets through gates, breaks, or gaps in fences due to construction operations, Where gates are installed in the fences, two "N" frame braces shall be installed in the fence line on each side of the gate as shown on the Plans, G. Saf, e„ty 'anl Property Protection: 1 Barricades Guards and Safet provisions: To protect persons from injury an to avo property amage, a equate barricades, construction signs, torches, red lanterns and guards as required stall be placed at all road or street crossings and maintained during the progress of the construc- tion work and until it is, safe for traffic to use the construction site. Whenever required, watchmen shall be provided to prevent accidents and no extra compensation will be allowed therefor. Rules and regulations of the local autnorities respecting safety provisions shall be observed, 2, Traffic and Utilit Controls; Excavations for construction operations shall be co ^,te3' n a manner o cause the least interruption of traff',c. Where traffic must cross open trenches, the Contractor shall provide suitable bridges at road crossings, street intersections and driveways, 3. Flow of Drains and Sewers Maintained: Aeequate provisions shall be made for the I'l ow of storm sewers, drains nd water courses encountered during the construction and the structures which may have been disturbed shall be satisfactorily restored upon completion of the work. 4, Property Protection: Trees ,fences, signs, poles, guy wires, and all other property a paT1~'6e` protected unless their removal is authorized; 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 OF SECTION 101-2 P, 77= SEC,,, TION 102 - EXCAVATION AND BACKFILL A,? Generjal: The Contractor shall make such excavations as may be required for tTie`construction of the facilities to line, grade and extent indicated on the Plans, and as required in Section 103, or as may be required for the construction of structures, installation of piping and all incidentals thereto. Excavations shall be dewatered so that all work is performed in the "dry". the Contractor, at his expensr, shall do all bailing, pumping and dewatering as may be required. Coarskt gravel, furnished by the Contractor at, his expense, shall be used instead of embedment material under the pipe to provide for the free drainage and flow of water in the pipe trench, where it is necessary, in order to keep the water level below the pipe barrel and bell holes for joints. All water removed from trenches shall be conducted to natural drainage ways, drains or storm sewers in such a manner as to prevent damage to adjacent property or to the public. Pumps of ample capacity and in duplicate must be p,eovided to insure that once an excavation is made dry, the water will be kept down until that part of the work under construction is completed. B.: Classification of Excav''W on: All excavation shall be "unclassified" and n o yes t e remov n6 o a materials necessary to permit the carrying on and completing of the work. The Contractor, prior to submitting a proposal, must satisfy himself as to the actual sub-surface conditions. No extra 'or separate payments for rock excavation will be made. C. Structural Excavation: Excavation shall extend a sufficient distance from w" eTTs"an oat ngs to allow for forms, installation of services, and for inspection, except where concrete for, walls and footings is authorized or required to be deposited directly againit excavated surfaces. Where excavation, through the fault of the Contractor is made below the elevation indicated on the drawings or ,irected b the Engineer, be restored to the proper elevation with stabilized backthe fiiix(lean iconcrete) or other approved material, at the expense of the Contractor. D. Trench Excavation: 1. General: The trenches shall be excavated to the alignment and depth as shown on t Re Plans or as required for the proper installation of the pipe, Tho trench shall be braced and!rr dewatered, if necessary, in such manner that the workmen may work therein safely and efficiently. 2, Trench Width: The trench wails in the pipe zone, from the trench bottom to a F east one (11) foot above the top of the piQe, shall be vertical. The walls of the excavation above this specifically designated pipe zone shall be substantially vertical, The minimum and maximum width of trench excavation at the top of the pipe zone, measured one (19 foot above the top of the pipe, shall conform to the following requirements. The minimurti width of trench shall be the external diameter cf the pipe plus fif~een (15") inches. 142-i r s k The maximum width of trench shall be the external diameter of the ppipe plus twenty-four (24") inches, except where additional width is required and approved at pipe joints. 3. Pipe Foundation: The trench shall be excavated to an even grade to permit the installation of the pipe in such a manner that the full length of the pipe barrel is supported on the proper depth of granular Embedment Material. (See Section 104). The entire foundation a,-ea in the bottom of all excavations shall be firm, stable material, and material shall not be disturbed below required grade except as hereinafter described. Where the character of the foundation materials 1s such that a proper foundation can- not be obtained at the elevation indicated by the plans, then, when directed by the Engineer in writing, the Contractor shall deepen the excavation to where a satisfactory foundation can be obtained. If the subgrade is soft, or disintegrated, the materials spongy, shall be removed until a firm, stable and uniform bearing is reached and the subgrade brought back to the required grade with material compacted in place or with granular or concrete embedment material. If the unsatisfactory subgradetcondition is due to the Contractor's failure to make a proper pro- vision;foz%,,-%dequate drainage of excavations, the expense of replacing any unsatisfactory subgrade shall be borne by the Contractor. Hcwevers f 1n the opinion of the En gineer, the unsatisfactory subgrade condition is not the result of VA failure of the Contractor to provide adequate drainage, bailing or pumplh'% facilities and the Engineer orders in writing that t;re contractor make additional excavation and replace unsatisfactory suograde material, then compensation will be made for the addition?! expense incurred. 4. Correctin Fault Grade: Any part of the trench excavation below 16 grade shal a corrected w t Em edment Material, thoroughly compacted. 5. Blasting procedure: Blasting for excavation will be permitteJ only after proper precautions are taken, for the protection of persons and property. Any damage caused by blasting shall be repaired by the Contractor at his expense. The Contractor's methods of procedure relative to blasting shall conform to local and state laws. ?he Contractor shall cover all blasting operations with wire netting of adequate strength and adequately anchored to prevent the scattering and flying of rock and debris from the site of blasting. No blasting will be permitted within three hundred (300) feet of any water wells or oil wells nor within 40 feet of existing concrete cylinder water pipe line. 6. Bell Holes Required: Bell holes of ample dimension shall be dug in trenches a eac o nt to permit the jointing to be made properly and so that the pipe will rest on the full length of the barrel. 1. Braced and Sheeted Trenches: Wherever necessary to prevent caving, excavation s i e a equate y sheeted and braced. Where sheeting and bracing are used, the trench width shall be increased accordingly. Trench sheeting shall remain in place until the pipe has been laid, tested for defects and repaired, if necessary, and the trench backfilled to a depth of two t2') feet over the top of the pipe. 102-2 8. Care of Surface Material for Re-Use: If local conditions permit thei reuse, all surface materials suitable for 'reuse in'restoring the surface shall bi kept separate from the general excavation PAteeial. 9. Manner of Piling Excavated Material: All excavated material shall be placed in a manner a will not endanger the work and will interfere as little as possible with public traffic. Roads and driveways must be kept open in every possible case, with exceptions to be made only upon permission from the Engineer. Drainage channels shall be kept clear of obstruction or other satisfactory provisions made for drainage. 10. Trenching b Machine or _by Hand: The use of trench digging machinery will be peRT te- except fn places where operations of same will cause damage to existing structures above or below ground, in which case hand methods shall be employed. 11. Open Trench: The Engineer shall have the right to limit the amount of tren cF~ which may be c?ened or partially opened at any time in advance of the completed line; and also the amount of trench left not backfilled. Not over 500 feet of trench shall be left open ahead of pipe laying. 12. Pt p~a ~.;llearance in Rock: Ledge rock, rock fragments, or unyielding shale or marl shal"1 be remove to provide a clearance of at least four (4) inches below all parts of the pipe, valves or fittinggs, Adequate clearance for properly pointing pipe laid in rock trenches shall be provided at bell holes. 13. Sub-Grade in Rock Trench: The excavation below subgrade in rock ` or unyield ng 5 a e or mar (minimum excavation of four inches) shall be refilled to subgrade with embedr-ent material. The embtvk*nt material shall be brought up the sides of the pipe to the qu rter point as shown on the Plans. Embedment material shall conform to the requirements f Section No. 104, Embedment for Pipe. Embedment material shall be placed in thin four (4" inch layers, moistened to approximate optimum moisture an'l thoroughly compacted with pneumatic tamps. E. Protection of Existing Structures and Utilities: In the preparation of plans and sped-cat ons, the Engineer s endeavored to `ndicate the location of all principal existing unde, ground utility lines and oil lines which are known to the Engineer. No attempt has been ade to show minor lines or service lines. However, it is not guarantee that ill 'nes c structures have been shown on the Plans. A tention ii directed i the requirements in tte "Special Provisions" concerning location of 4 ilikies. F. Backfillin Around Structures: Excavation around str4(:tures shall be back e with excavated order material to the elevatir shown on the plans. Backfilled material shall be select material fi a from rE k or boulders measuring more than eight ({8") inches in its greatest 4 a nsion. The backfill material shall be placed 1n layers not exceeding six (611 102-3 Inches in,*Nirkness, adding sufficient water to moisten the materials, if_.,dry# and shall be compacted by hand or pneumatic tamping until the back- fillis of the same density as the undisturred earth in'thd sides of the excavation. G. Backfilling of Trenches, Clean-Up and Maintaining. Surfaces: 1. Time of Backfilling: As soon as the pipe joint: has been completed and the ou s e oiat space has been filled with mortar and the mortar has "set up" the Contractor shall proceed with the backfilling operations. At no time shall the completely backfilled trench be more than 500 feet behind the pipe laying. 2. backfill Procedure Below Center Axis of PiQe: Selc:ted backfill material zee rom rac rayments sI a epos to n the trench simul- taneously on both sides of the pipe for the full width of the trench and to in elevation ffrtm (see Section pipe. 104). This backfill material shall be Embedment Material Backfill material from the bottom of the trench to the center of the pipe shall be placed in four (40) inch layers, moistened to. approximate optimum moisture, and thoroughly compacted with pneumatic tamps tb the center of the pipe. Adequate care shall be taken to insure propnr om- paction under the pipe near the center of the trench. As an "alternate to the above method of compaction, loose Embedment Material may be placed in one operation from the bottom of trench to slightly above pipe center line. This material sPiall then be compacteA by use of II wal,r applied through a ,)et pipe. The water shall be applieu undei4 pressure, and by forcing the jet pipe down into the material on each side of the pipe at close intervals so that the backfill will be thoroughly saturated and will melt and flow under the pipe for its entire length. The apparatus for applying water for compaction by this method will be subject to the Engineer's approval to the extent that it must be capibie of supplying water in sufficient quantity and pressure to accomplish the desire result. The Contractor shall perform the ietting in such a manner to privent floating the pipe. Any pipe which is floated or otherwise disturbed shall be relaid to the original grade at the Contractor's expense. Water flooding may be employed in lieu of betting, provided satisfactory compaction can be obtained. 3. Rackfill Procedure Aboyefent~r Pxis of Pt e: a,a_c_k_fiit_ eneath Paveent: Backfill in areas where paving is to be replaced shall a made wi-tF stabilized material (2:27), thoroughly compacted in about six (6") inch layers, and bro+jght to a point 10" below insurface. Pavement Replacement~ckfill shall be Section 112,final the fsi specified payed As rAde 102-4 ly, "17 R rl P- 1 i, • The stabi ized material shall be composed of cement and The aggregate gain the ratioi tO64 (2) sacks of cement r cubic yard of aggregate. T "pit-run" sand and gravel. The material shall be mixed in a mixer with just enoiigh water to "set-up" the material. The material shall be placed in thF trench in uniform layers of approximately six (6") Inches and thoroughly tamped. b. Backfill Across Gravel Drives: All driveways shall be backfiiled on the s~ ame day they are open unless other arrangements are made with the persons involved. Backfill shall be thoroughly compacted with approved moist material in layers of about six (611) inch thickness to twelve (1211) inches Vlow the finished surface. The final 12" shall be compacted base material (gravel or L,ushed ston?) placed in two layers. c. Backfill In All Other Areas: Backfill from the center axis of the pipe as 1211 over the toy, o the pipe, in all other areas except as described above, shall be made with approved moist material, thoroughly compacted in about six (611) inch layers. The remainder of the Backfill may be placed in uniformly compacted layers not exceeding one (1') foot in depth and hand or mechanically tamped, or the backflll material may be placed loosely in the trensh,''rounded up over the trench slightly, and the trench jetted with water until all '$ettlement has ceased. The jets shall be placed not over six (61) feet apart on the alternate sides of the trench. Care must be taken not to disturb the pipe by this jetting operation. 4. Rock and Rock Fragqment Exclusion: No rock or rock fragments shall be use n t e baclc~ill for- aT1(as~ one foot (1above the top of the pipe and no stone larger than eight (81') inches in its greatest dimension shall be used in the backfilling. 5. Deficiency of Backfill, Whom Supplied: Any deficiency in the quantity` a material or ac l1 ng the trenches, or for filling depressions caused by settlement shall be supplied iy the Contractor. 6. Restoration of Surfaces: The Contractor shall voolace all surface materials ana spa restore paving, curbing, sidewalks, gutters, culverts, drives, shrubbery, fences, sod and other surfaces disturbed, to a condition equal to that before the work began, furnishing all labor and material incidental thereto. 7. Surplus Earth; Surplus excavated materials from all excavations shall be d spose o y the Contractor at his expense. 8. Cleaning Up: Surplus pipe line materials, tools, rubbish, and temporary structures shall be removed by the Contractor and the construction site shall be left clean, to the satisfaction of the Engineer. 9. Maintenance of Surfaces: Following the certification of :ompletion by the Engineer, a on rac or s all maintain the surface of the uipaved 102-5 `4 ( ~'4l 1. trenches,; „fences, adJacent Curbs, sidewalks, gutters material all surface is tuebed for a perio& of one (l) yearthereafter. e required for the maintenance of the trenches and ad3acent structures shall be supplied by the Contractor and the work shall be done in a manner satisfactory to the Engineer. H, Protection of Pine Durin gackfillin 0 erations: The Contractor shall take A necessary precaut ons to protect t e pipe during the back- filling operations. Care shall be taken to prevent damage to the pipe or to the pipe coating, and aq damaged pipe shall be repaired before being "covered up'". The Contractor shall backfill the trench in such a manner as to prevent the deformation or otherwise deflecting the cylin- drical hre elof the ltpsingishall be r used a as l~ecessary~cally. Methods such as or stu111ng END OF SECTION 102.6 ra. , r 7 'r. r F.r. ! r. tro"N.R• i :i SECTION 103 - LINE LGRADE AND COYER TOP OF PIPE A, Cnera It is intended that the line be•laid to the depth shown on the fi ans. Cover shall be defined as the distance between the top of"the pipe barrel to the natural ground surface and shall be as shown on the Plans. The attention of the Contractor is called to the profile of the line which shows the ground line in relation to the top of tfore. The Contractor will be required to lay the line, in general, con the profiles shown on the Plans. The approximate ground profile and the top of the pipe profile show the relationship intended by the Engineer. The precise and detailed pipe layout is to be prepared by the Contractor and submitted to the Engineer for approval as to conformity with the intent shown by the plans. The responsibility for the workability of the detailed layout remains with the Contractor. Specifically, the trench shall be excavated to a depth necessary to clear existing underground utilities. Extra depth is provided in some areas to allow for future lowering of street grades. Minimum cover over the top of pipe shall be 31-611. 8 Pi De to be Laid to Line and Grades Set b En inners Attention is Cal Ie to a apt t at e p pe must e a to a gra a to insure the proper Hinting and support of the pipe, The Engineer will provide the Contractor With offset hubs at Nodred foot intervals. The Contractor shall set intermediate hubs at changes in grade. The grades will be determined in such a manner as to provide a uniform grade between.-low points and high points, and where feasible to do so, intermediate "highs and lows" yiil be eliminated by laying the pipe on a uniform grade. No additional compensation will be made for extra trench depth required to meet these conditions. The Engineer will furnish the Contractor with cut sheets showing the vertical distance from the top of the offset hubs to the invert of the pipe. The Contractor shall set batter boards at all changes in grade and at intervals not to exceed 60 feet or use some other approved "string line" method to control line and grade. The trench bottom shall be fine graded so that it does not vary more than 1/10 foot from the grade required by the cut sheets. The pipe shall not vary more than 2/10 foot from true line. The grade shown on the cut sheets will be prepared on the basis of the ground surface elevation after site preparation and approved pipe layout sheets, furnished by the Contractor to the Engineer. Any differences of opinion regarding grade or requests for changes in the grade set by the Engineer must be resolved prior to pipe laying. ENO OF SECTION 103-1 ! 2~ ~ 5 1 y SECTION 104 - PIPE EMBEDMENT Concrete Fmbedme"t: Where concrete embedment or encasement is indicated on a pans or requested by the Engineer, it shall be 1500 psi concrete as specified under "Concrete". B. Embedment Material: Where required in the plans in the typical trench sectionh, €-mbe mea nt Material shall be used, This type of material shall be granular material. Granular material shall be defined as free flowing sand, when damp, or like material, or mixed sand and pea gravel, free from large stones, clay, and organic material. The embedment mater'.jl shall be such that when wet it will not form mud or muck. This material may be an inferior grade of "pit run" sand not normally considered satisfactory for construction purposes, and may be used directly from sources near or along the line without processing, but shall meet the requirements sot forth herein: All embedment material shall pass a one and one half (1-1/2") inch sieve and at least forty (40%) percent shall be retained on a No, 100 sieve. The plasticityindex of such part of the material which passes a No. 40 sieve shall not be greater than three (3). Embedment material from any source shall be of a uniform quality. C, Coarse Gravels Where coarse gravel is required for water drainage, restorat on of trench foundation, or other purposes, it shall be crushed stone or gravel with the following grading requirements: SIEVE SIZE SQ. OPENINGS ~ RETAINED 0 - 5 3/4" 15 - 45 1/2" 50 - 75 No 4 95 - 100 END OF SECTION 104-1 r SECTION 105 - CAST IRON PIPE FITTINGS the furnishing of 'all cast iron . -era arranet of A. Descri tion: This section covers onsibility forlfurnishingnexact pipe an tt ngs. The PoQYehOthehnesizes all pipes and fitting , lengths of the variouscreeuired toosimpllifyeorpfacilitateptheiinstall- special items as may be g ation rests with the contractor. The class of pipe and fittings shall be of an equal or greater strength than the working pressure shown-on the clans. i e shall comply in all B. Cast Iron P1 a and eCtti`atlonCl~4l-Pi42M Type 1[I, except for wall respects w hat era' ra P " iyton joint" as manufactured thickness ar.}~ibetflanged, emechanicaliJoint, the following paragraph The joints s or "Fast•Tite" as manufactured by united States Pipe and Foundry Company, by American Cast Iron Pipe Company. ressure ned Centrifugal casaccope shall,be the{ 1Manua} 9~`oritheuComputition'of St.vngth designated, in "i ° Amer tai thickness and Thickness of. Cast Ironenipe( a1castplpeashallrhave b~ dic~ulus standards Association. based on a tensile.stre`per]Bsquarepinchsandrshllrbe designated for of rupture of 40,000 pounds 8-foot cover trench condition B.. For any variation in metal thickness baseb on the formula i nP anual for 1the on 939)oasuapprovedfbytthe tAmerican Thickness of Cast Standards Association. Pit cast pipe shall be designed for weight,e designated with above and shall conform, 1JtilP Federal Specification --421b. All flanged end, flanged and C• Mechanical Joint Cast0Iron ei an infsttings shall conform h to the , an flenge and sp g P P bell A.S.A. and/or Federal Specifications as outlined in Paragrap B '1 this section. for all All flanges shall conso rm to t latest ationhe Flanges5shallrbeSClass i125 1 he American Standards As pipe, fittings and valves. Bolts, bolt circles, heads and nuts shall be standard as to quantity of materials. E, Lint 9.ard coating: inghconforn+ingnwltheAmerlcantStfitt ngsA(A21i4tion ipe an inside cement mortar Specification for cement lining for cast iron p Dipith Anngifor Cast Iron Pipecandion 1953). Outside coating shall conform -Tar Coati ion Fittings (A21i5i1940). for Coal E.NL OF SECTION 105-1 i C Q1ON 106 - INSTALLING CAST IRON PIPE AND FITTINGS A. Description: Cast iron pipe, Fittings, and specials are to be insta a at ocations shown on V-* Plans. Unle;s otherwise indicated, pipe in trenches shall be laid to the grade for which elevations are show,i or an even grade from point to M. furnished in accordance with Section 103. All of the requirements Ups the specifications "Excavatitin and Sackfill" govern fur the excavation of trenches for laying cast iron pipe, fittings and specs ls. S. Pipe Handling: All pipe, fittings, and special castings sh.%ll be lowered into trench by cra^me or other suitable machine and shall not be rolled in or "dumped" into the trench. Pipe, fittings shali be handled in such a manner as not to dawage the coating. All dirt and trash that may be in the barrel of the pipe, on the spigot or in the bell shall be removed while the pipe is suspended. All ppipe and fittings shall he. NOW and lowered into the trenc,'wi;h slims. The use of hooks for handling pipe and fittings will not be permitted. Where it becomes necessary to deflect the pipe to avoid obs~ructions, the deflection of each joint must be approved by the Engineer, and shall be within acceptable limits. The pipe is to be kept clean during the laying operation and free of all sticks, dirt and trash, and at the close of each operating day the open end of the pipe is to be effectively sealed against the entrance of all obstructions and especially water. C. Joint-Making: 1. Jointing Mechanical Joint Pi e: This type of pipe shall be jointed in u accordance t e manufacturer's recommendations and shall be done in a neat and workmanlike manner. Care shall be taken to prevent shearing the bolts. The Jointing of the pipe shall be generally as follows: a. After carefully clearing both spigot and bell and after slipping the follower ring and the gasket over the spigot end, the spigot shall be slipped into the bell. b. If requested by the Engineer, a lubricant shall be applied to the spigot to assist in assembly. c. The gaskets shall be carefully seated by hand so as to be even in the bell at all times. 106-1 R .i?f i ii ,h i ,.u ry rh t5 .,a~ y'i' . } 3 ,~F ^:~',~ci*~"r~^fb 'J: xy ~s~ Lt iYE'~.' ~ y:,~\ ~F. ix l'•?. C Xq,.; After drawing up the follower firing to uhifona bearing; against the gasket the bolts aretd be inserted and tightened by hand in pairs using bolts opposite each other. e. The nuts are to be tightened amply to hold the required pressure. Extension wrenches, or pipes over wrench handles, will not be permitted. Ten (10") inch ratchet wrenches shall be used to tighten the nuts, unless other type wrenches are approved by the Engineer. The finished joint shall be neat and uM form and shall be water tight. 2. Making Flanged Joints: The Contractor shall be responsible for the measurement c all`co nections. Flanged piping shall be erected in accordance with tho controlling dimension shown on the Plans. Each dace of flanged pipe shall be thoroughly cleaned to remove dirt, rust, grease, and other foreign matter, and flanged faces shall be thoroughly wire brushed to insure even bearing for gaskets and mating flanges. Gaskets for flanged Joints shall be composition sheet-packinV, full faced,' factory cut, of one-sixty;enth (/101 inch thickness, Cranite," or approved equal. Insulating asket kits shall be used as described in Section 107 where shown on the Mans. Flange bolts shall he installed with all bolts in one direction. flange bolts shall be tightened, each in turn, at a uniform rate around the Joint. Finished joint shall be water tight. 3. Makin) "Won" and/or "Fast Tite" Joints: The jointing of this type of joint shall be rs recommended by the manufacturer. This procedure for Jointing shall be generally as follows: a, The spigot and bell shall be thoroughly cleaned and dried before starting trie assembly of the joint. The gasket shall be wiped clean with a cloth. b. The gasket shall be placed into the gasket seat in the bell. c. A thin film of lubricant shall be applied to the surface of the gasket that will come in contact with the entering pipe spigot. d. The spigot shall receive a film of lubricant, if necessary. e. The joint shall be made by exertirg sufficient force on the entering pipe so that its plain end will nY~Sla oast the gasket. This exerting force may be by use of the "crowbar me0vd", (8" and smaller); "fork-tool method", (8" and smaller); or "Jack method", (10" and larger). END OF SEu'TION 106-2 ~ r ' to- vv v~ t~. rn v } ..RX u -'r ~ t 5 Lq Y r ~ r v: 1 ~ ~.A ' Llv, r K w t-Yr M '~G ~ ~ i . • u, v to r SECTION 107 • CONCRETE PRESSURE PIPE Pr n r 1: 'Ais $pg4ifita~ion Includes materials, fabri l on and deli y or eul,~retd cylinder pipe and kpectbls of the var ous sizes and,c~assbs:as,3 s,,Mn in the'Proposal and on the Plans, All concrete cylinder piposhii 1 be matiufactured;in accordance with' the requirements of American W'teVr.40rks Standard C-301.10, entitled "Reinforced Concrete Water Pipe - steel Cylinder Type, Preteasioned," or AWWA Standard C-301-64, entitled "Reinforced Concrete Water Pipe - Steel Cylinder.,Type, Prestressed," with additional requirements and/or modifica A or;s as described herein. B. Pipe Classes: The sizes and design pressure classes shalt be as Shown In the Proposal. Fittings, specials and connections shall be of class not less than the associated pipe, C. Special Requirements: 1. Cement: Cement for use on inside and outside mortar coatings shall be Typr e`IT Portland Cement, with not more than five (6%) percent tricalcium alurnInate (C3Ai), Mortar strength for both linings and coatings shall be not less than 4500 psi after 20 days, as determined by compression tests on 2" x 2" cubes. 2. Bell Rings: Betz rings shall be as shown in A.W.W.A. C-303; except, thickness shall not be less than 3/16". 3. Flanges: flanges shall have Ameri;an Standard Drillingg of class j equal to or greater than the pipe class, unless otherwise specifted, and shall match class of valves or appurtenances which are attached. i r 4. Curing: The pipe shill be cured by steam curingg (hot water vapor) at a temperafu-r-e of 100° F. to 1500 The pipe lining shall be steam cured for not less than 12 hours before placing helically wound reinforcement. The comploite pipe shall be steam cured for an additional period of not less than 36 hours or water cured foe a period of not less than 144 hours (6 days). Water curing is not acceptable if exposed to temperatures below 40° F. during curing period. J 5, insulated Connections: The Con vactor shalt furnish insulation gaskets and/or us rigs at a points whera external valves, p'pe, or fittings are connected to the line. Where outlets or taps, are threaded, the Contractor shall furnish and install bushings similar or equal to MayCo Dielectric Bushings as made by the May Company, Galesburg, Illinois. Where flanged outlets are to be insulated the Contractor shall furnish "Insulket" flange gaskets, insulating sleeves and two plastic washers for each bolt, as supplied by Service En- gineers, Inc., Fort Worth, Texas. i 6. Specials: Bends for deflections shall be provided as necessary for instal a on to the profile shown on the plans, Where deflections do not exceed five (5) degrees, the spigot end of pipe may bQ installed on mitered ends of pipe. Bends shall be furnished and installed for deflections greater than 5 degrees. i 1Dr-1 ,7e e Y'°A'r 4 .W`+R ~id1 1 Ka. Sr'~r ~~Mxr 1`Saitea. d" ` 7. '1 p'_0.0and l u es: All welds on fittings, and specials w 1t4 deflection an ve.(5) degrees shall be tested with an air test ai,d the-test shall;~e witnessed by an Independent 0sting laboratory, which laboratory shall be selected and retained by the Owner. Representatives of tpe laboratory and the Engineeir'shall have access to the work wherever 'it is fn preparation or progress, and the pipe manufacturer shall provide proper facilities for access and for insppection. Material, fabricated parts, and fittings which are discovered to be defective, or which do not conform to the requirements of this specification will be subject to rejection at any time prior to final acceptance. Welds shall be tested by applying air to the welds under 10 pounds per square inch pressure and checking for leaks around and through welds with a soap solution. Air test of welds may be made by the strip weld method of welding an air tight metal band over the weld and intro- 0, 1.iq air into the strip or by other approved methods, Laboratory representative will also ,rake periodic tests of standard pipe ,ioints, and, should any irreyulat 'ties be discovered, the fawner reserves the option of requiring felt time laboratory inspection of all pipe manufactured for this project. 8. Mora Bands: Where pipe is to be installed in casings, the Contractorshall furnish pipe with built-up bands of mortar coating that are to be slightly larger diameter than the pipe bells. The built-up bands shall be about 5 feet long and shall have centers about 1/4 pipe length from each end. M 90 Pike La in Conditions: The normal cover over top of pipe barrel is to be about firty-l=our (54) inches. Where cover over top is such as to require special treatment, stabilized cradle material is to be used. It is the intent that All ferrous metal be protected upon completion of pipe laying which will require some shop applied coatings and some field applied coatings Coatings that will not interfere with installation shall be shop appl ied. Shop application of cement mortar, 3/4" minimum thickness, shall be used for protective coatings. Galvanized wire mesh shall be used tq reinforce coatings of specials. For larger diameter flanges where it is impracticable to use a cement mortar coating, and where directed by the Engineer, two (2) heavy coats of Amercoat No. 79 as manufactured by the Amercoat Corporation, or approved equal, may be used. Amercoat No. 79 shall be applied in accord- ance with the manufacturer's recommendations. 10. Delivery: a. Parkin : The pipe shall be prepared for shipment to permit acceptance y t e carrier for transportation which will afford maximum protection from normal hazard of transportation and allow pipe 101-2 tee, r- v7 'I, .YY •y' r~ 4 i 7,7 is f.. ; to reach pro3ect'site in an.~:hdamaged condition. Pipe damaged in shipment shall not be delivered to the project 'site unless such damaged p;pc'`'is properly repaired and approved by the Engineer. b. Markinc for Jden ification: Each lingth of pipe and each fitting shall have pl'a n y m Jrn on eTtT~er the bell or spigot and, the class for which it is desiggnate~► the date of manufacture, and the identification nr amount on Of t bevel~p Drawings. All beveled pipe shall be marked with the c. Point of Deliver : It is desired that pipe be hauled direct from pipe p ant to t e right-of-way and strung along pipe line route, thus avoiding rehandling of pipe and the possibility of damage thereto. Where necessary, pipe may be unloaded at access points along the routes and brought to the trench side by approved methods; however, the Contractor shall be responsible for seeing that pipe is undamaged at the time of laying. D. Miscellaneous: 1. Sho Drawin s: Based on plan-profile sheets which have been prepared by t e Engineer, the pipe W nufacturer shall furnish shop drawings of all pipe and fittings which are ttoobe fabricated. Shop drawings shall include a schematic locaOb - file'and a tabulated layout schedule,' boo of which shall be`pppropriately referenced to the stationing of the proposed pipe line as shown on the plan-profile sheets, Shop drawings shall be subject to approval of the Engineer and fabrication of pipe and fittings shall not be commenced until such drawings have been approved by the Engineer. 2. Pi eeLL_a in Y chnician: The services of a pipe laying technician to be present dur ng a pipe laying 011 not be required as a part of this Contract; ho uiredobyhe Contractoe shall be available for periodic as the OR,4ner. END OF SECTION 101-3 SECTION 108 - INSTALLING CONCRETE CYLINDER PIPE Description, Concrete cylinder pipe, fittings, specials and valves are Ito-Fe-installed at locations shown on the plans and specified in these Contact Documents. Unless otherwise indicated, pipe in trenches shall be laid to the grade shown or an even grade from point to point for which elevations are furnished. lipe as specified Engineer under "Cover Over grades Attention is g? a t 100-foot called into the tervals fact that the Top e of f Pipe layin." Barre All of the re uirements of the specifications undar the secition, "Excavation and Back.fill,4 govern for the excavation and backfilling of trenches for laying concre•~.e cylinder pipe, fittings and specials'. B. i e Nsndlin : Pipe, fittings, valves and other cccessories shall be haule o an stributed at the site of the project by the Contractor; they shall at all times be handled with care to avoid damage. In .loadin;_ and unlueding, they shall be lifted by hoists or cranes as specifid below► or rolled on skidways in such manner as to avoid shock. Untier no circumstances shall they be dropped. Pipe handled on sideways must not be skiddee or rolled against pipe already on the gro!ind. Pipe shall be placed on the site of the directed~aCing the direction, otherwise bell ends work parallel work t will trench proceed, alignment and with in which Under no circumstances shall the pipe remain on the ditch site for a length of time exceeding sixty (60) days. The time shall be computed from the time the pipe was removed from the final cure at the manufacturing plant to the day it is actually laid in the ditch and backfilled. If in the opinion extend the pipe has stipulated properly the Engineer may at Engineer his The Contractor shall carefully, observe the pipe for cracking and checking of the inside lining and should cracking occur in the inside liningg the Contractor shall take immediate steps to protect the pipe Any Joint cf pipe that has shrinkage cracks with a maximum width of thirty mils (.030) in the inside lining shall be repaired by the pipe manufacturer by approved methods. If in the opinion o` the Engineer the pipe is not suitable for repair, then the pipe shall be rejected and removed from the project site. Proper implements, tools, equipment and facilities shall be provided and used by the Contractor for the safe and convenient prosecution of the work. All pipe, fittings, specials, valves, etc., shall be lowered fito the trench by means of a "side boom" crane and other suitable machine and not to be rolled or dumped into the trench. liNe "side boom", crane, etc., shall be a sufficient size for handling the pipe, shall lift and lower the pipe at a slow rate of speed, and shall be capable of stopping the lifting operation lea-1 77 at any point without prad~icing a shock or otherwise jerking or vibrating the pipe - fho hoisting cable pipe clampp shall be connee ctedhto afeconnectlon in such a manner to prevent dama~e to the coating. shall be subject to the Engineer s approval. Before lowering into the trench, each joint of pipe shall be inspected and any unsound or damaged pipe shall be rejected. The pipe shall be kept clean during the laying operation and free of all sticks, dirt, and trash, and at the close of each operating day the oppen end of the pipe shall be effectively sealed against the entrance of 7%, Engineer. except in peprmission shall of b the laid In obJ%,~ts and then y only Ater. upon No an emergency a C. Pi Jointin General: Before laying each Joint of pipe, the bell and spigo r ngs s a Be t oroughly cleaned by brushing and Wiping. r 'fba re- damage to the protective coating on the metal has occurred, The paired of the Contractor. to repair such damage before the pipe is laid. and inne damaged areas shall be obeu paintedewith the samedmaterlalous di originally cleaning, the metal shall p in the manufacture of the pipe. Sections of pipe. shall be tightly fitted together and care shall be exercised to secure true alignment and grade. Where pipe is being laid the gasket shall be into the tbellpof~the adjoinin? end o be entered in ggasket and.the inside surface of the bet shall be lubricated with an approved lubricant (flax soap) which will facilitate the telescoping of the joint. . The inside joint recess between ends of the pipe sections shall have a maximum opening of three quarters (3/411) inch and minimum of cne quarter (1/411) inch. No "blocking up" of pipe or joints will be permitted, D. Exterior Joint: The exterior joint shall be made by placing a burlap join wrapper around the pipe which will be held in (P) inches by means if two metal straps. The bp wrap o seven length that it such dwilldenccirrcle on each side. The burla p cl the pipe, leaving enough opening between the ends to allow the mortar to be poured inside the wrapper. The straps shall be of sufficient length to ecircle the wraappers shall lbe e and similar uandyequal etotthose amanufactured ~ by Joint. Manu- facturing Company. The grout used for pouring the joint shall consist of one part, Portland ) Cement (ASTM Spec. C-150, Type I) to two parts of clean, fine, sharp (ptaster sand, ~confo ring to ASTM Specification C-144) and mixed to the consistency of thick cream. The joint shall be filled with this grout from one side in one continuous operation until the grout has flowed entirely around the pipe. During the filli'ig of he joint, it shad be rodded with flexible wire to settle the grout 108-2 r ~y • ,W _71 i yp'F. ~~d:. Y F Y Y _l ~yw6e E, I t'ri r Join F - 18 Inc a and Over in Dian er: Upon completion of backf* nq o e p~pe trend, t 0 ns~de Dint; ecess shall,be filled with a stiff cement mortar consisting of one part of cement to two ppafts of sand by a qualified workman workingg inside the pipe. Cement shall be 'type 11 or Type 111 with the modification that the ceq~gn0 $Za11CccoonntainhnO more than {ive `(6%) percent tricalcium aluminate:Ca3 3 comply with AS4 Specification C-150 and sand shall conform to ASTM ,,pecif s cation C-144. Prior to the placing of mortar, agy dirt, or trash which ha% collected in the Joint shall be cleaned out and i.he concrete surface of the joint space shall be moistened by spraying or brushing with a wet brush. int The ll be and e i inothe Joint spacextreme rammed o caresshallmbettakenato insure thatrnpavoidscked brushing} be leveled thetpipe by troweling orJoint After he eintoint eriorasurfacesfilled, with t Careful inspection shall be made of every Joint to insure a smooth contin- uous interior surface. The interior of the pipe shall be thoroughly cleaned and all obstructions removed. Following completion of pipe lino progressively or inspections, including completion oi,,inside Joints and inspections, insofar as might be possible or practicable, the line shl11 be kept filled with water. F. Interior Joints - 16 Inches and Lessw in thiane er: The Joint *shall W) made y ut er ng' tW-Bill of the ppe a,st cmenet mortar con- sisting of one part of cement to two parts of sAhd. After the spiggot has been pushed into pplace, the joint shall be smoothly and neatly firlhed by ploniCg150,rTypetIloorhlil®withetheCmodificationthatyrhetcement ps shallfcon- tai0 not more than five (5x percent tr calcium aluminate Ca3 (A1 03)2• Sand shad conform to ASTM Specification C-114. Prior to the placing of mortar, any dirt or trash which has collected i,i the joint of pipe shall be cleaned out and the concrete surfaces of the Joint space shall, be moistened by brushing with a .wet brush, An amount of mortar lightly Indexcess of the amount required to fill the Jotrit space to the bell. Careful inspection shall be made of the Joints Eo insure a smooth continuous interior surface. Occasionally the Contractor '4111 be required to remove a completed Joint for inspection, The interior of the pipe shall be thoroughly cleaned and all obstructions removed. Following completion of pipe line ide progressively ofar as sections, benpossiblecompletion practicabler,sthe linetshall inspections insofar be kept filled with water. G. Protection of Ex osed Metal: All exposed` ferrous metal shall be protected by a m n mum o one nc coating of portlind cement mortar consisting of 108-3 n ry Ay ~e'^'qr,. Tj 1173 4 t~> 41 but not its sand, Exposed surfaces such as, one part cement and wot ► caulked points, threaded outlets, clo;ushall ` limited to, . coating shall flaprss► l be protected in this mann~nsh. Where necessary etc,, shat cleaned be reinforced With galvanized wire surface receiving a rement mortar~cauid9ntshall ment mortargcoatin n out The prior to p and wetted with water lust cart o'' burlap. Cement mortar coating ter lacingg, care shalt be damp to prevent cement mortar from rY too rapidly by covering with h shalt not to applied during freezing weather. coats of "Amercoat e diameter flanges where it isEngineers two {2) impracticable to uSe ro ~ment mortar For faro and where directed by the rc)at Corporations or app coating~~ the Amer c( in accordance with the • ufactured No. 79. as man by may be used, The coating shall be app facturer's reCo mendations• txcessive patching of linia9lowedowhere area to beerepaired does es. H. Patch~f lining,or coating will be 11 patcM,Ag d l00 liSOB" ning or inches and has no dimensions greater than l2 iniincng or not excel there shall not be more than one patch on either the l the genera Of any one Joint of pips, mortar of to atch the Pipes patch shall mad ~11hroasu,rements p wherever necessary n tewt and two parts clean, sharp, one part po t• pipe thus patched shaand nunlessiepproved fori1ayingpbych to be of w proper ly and adequately cured the Engineer. the been to manfacturer's inspector and by laying techni pro3cianect; The services of a pipe I• plea in ieahniclae~laying not be requierired odi on c this assistance as Will be present ur ng p p li arshall be made available for p however, a to A , required by th END OF SECTION • 108-A SECTION 109 - GATE VALVES A. G scri ti n: Gate Valves which are to be installed at locations shown on t e p an$ shall conform strictly to the tentative A.W,W,A, Standard Specifications for Gate Valves, A.W.W.A. C500-52T, effective January 1, 19539 except for the changes and additions specifically outlined below. Gate valves shall be double disc, parallel seat, internal wedging type .with cast iron body and bronze mountings. Valves shall be designed for a working pressure of 150 psi, All gate valves shall be non-rising stem and shall turn counter- clockwise to open. Valves shall have wrench nut for operation unless otherwise specified. All manually operated valves sixteen (16") inches in size and larger shall be provided with gearing and gear case. Gate valves sixteen (lb") inches and larger for this prefect shall be equipped with nut operated by-pass valves. All valves shall be designed for vertical installation. All valves sixteen (16") inches in size and larger' s' ll have extended gear case with removable cast iron covers to allow s..~'!;eing of packing glands. All valves shall be manufactured by the Mueller Valve Company. 8. Requirements in Addition to the Tentative Q_41T .52andards: 1. All gate valves larger tya,n two (211; fne are to have rust- proofed steel stuffing box bolts with bronze nuts. Glands for valves twelve (12") inches and smaller shall be bronze. Glands for valves of sizes larger than twelve (12") inches shall be made of bronze or of iron with bronze bushings. 2. All gate valves sixteen (16") inches and larger in diameter shall have bronze or bronze mounted bosses so located that all wedging surfaces shall bear bronze on bronze. Gate valves having vertical bearing surfaces between the wedging mechanism and the back of the gate discs shall have either the bearing surface of the wedge cr the boss on the gate disc bronze or bronze mounted. 3. All bronze metal used in the working parts of all valves, with the exception of the valve stem and gate rings, shall be Grade Is ASTM B 62-49 bronze. Valve stems or spindles shall be of high tensile strength manganese or bronze mounted. 4. All bronze metal usod in the working parts of all valves, with the exception of the valve stem and gate rings, shall be Grade It ASTM B 62-49 bronze, Valve stems or spindles shall be of high tensile strength manganese bronze. Gate rings shall be of Grade V ASTM bronze. 109-1 %YY;Y tiF '1 ' ° J 71 7 71 r C, Gate Valyq Locations: For'ihe bidders convenience,, the 6-inch and larggeratev aa.ves require! for this project are briefly dascri A as fo1]ows, along with their approximate location: Item Approximate Size Description No. Station 1. 18+83.6 36" Gasket ends, vertical, gears, by-pass, nut operated, valve boxes 2. 18+87 30" Same as 1 3. 35+50 24" Flange ends, verticalt gears, by-pass, nut operated, valve boxes D. alve 8axvr,: Cast iron valve boxes shall be firmly supported and maintained c n ;red and plumb over the wrench nut of the gate valve, with box flush with the surface of the ground, or at such other level as may be directed. For each nut operated gate valve, including bypass valves on large gace valve, the Contractor shall furnish and install the necessary cast iron valve boxes. Valve boxes shall consist of riser section (including necessal-y extensions), base, and lid, and shall be cqual to Mueller Type H-10360, or approved equal. The Contractor shall be responsible for furnishing the correct length risers to allow the top of the lid to conform to he ground or pavement + surface and still have adjustment left to go up or down. E. Installation: Valves shall be carefully handled and lowered into posit in 6.y `mechanical equipment in such manner as to prevent damage to any part.of the valve. The valve shall be placed in proper position with the stem truly vertical, or horizontal, and shall be securrily held until all connections nano been wde. Valve Joints shall be at s6^wn on the plans or specified herein. All valves, 6" and larger ir`i-.ye, s;,all be supported with concrete. After the cast iron valve aor,, coxes, is in place, backrill material shall be firmly tamped around outside, exercising :are to ensure that the valve box remains vertici and centered over the wrench nut and at the proper elevation. END OF SECION 109-2 xJ. - - yr rY SECTION 110 - AIR Del cAI'r V'A_LVES A. ,Gee_ra1: The Contractor shall furnish and install air release valve assembl ei~s at locations and as shown on the Plans, The assembly include air valve, gate valve, vault, etc., as shown on the Plans. The main line flanged outlet will be furnished with the pipe, B. Air Valves: Air valves shall ►,e for heavy duty use and shall be of enter w he whe nn on We to exhaust air whon line is filling and allow to n line drains. The valves shall be APCO "Heavy-Duty" combination Air Release Valves, Model No. 147C, 3" size, or approved equal, Valves shall have stainless steel floats and cast iron bodies, with an interior coating of rust inhibitor, C. Gate Valves: 3" gate valves for isolating the air valves shall be as specTf'{a'"~'Item No. log. END OF SECTION e 110-1 SECTION 111- CONCRETE - STRUCTURAL, BLOCKING, CRADLEo ETC. As General: Concrete shall be composed of ortland cement, fine a regate, coarse aggreggate, and water, properly proportioned and mixed as hereinafter specified. All structural concrete shall be 3000 psi; concrete for blocking, cradle, or encasement shall be 1500 psi. B, Materials: Portland cement shall conform to the specifications and tests for ypT ie rtland Cement of the krvrican Society for Testing Materials, Designation C-150. Fine a 9'04ate shall consist of natural, washed and screened sand having clean, harrdd strong, durable, uncoated grains. The send shall be of such size that ail will pass a 3/8 inch sieve, at least 95% pass a 1/4 inch screen and at least 15% be retained on a No, 8 sieve. Aggregate shall not contain strong alkali, or organic material which gives a color darker than the standard color when tasted in accordance with A.S.T.M. Specification'Desig•• nation C4. Coarse aggregatA shall be evenly gyraded and shall consist of sound washed and screened gravel, free of clan balls, or clean, crushed stones having ' clean, hard, strong, durable, uncoated particles free from dust, clay balls, it urious amounts of soft, friable, thin, elongated, or laminated pieces, iii all, organic, or other deleterious matter.. Coarse aggregates shall not have more than 6% passing a No, 4 sieve and the maximum size shall not exceed that hereinafter specified; maximum siz3 is defined as being the next larger screen than the one on which 15% is retained, Water for concrete shall be clean and free from oils acid, alkali, organic matter or other harmful impurities, Water which is suitable for drinking or for ordinary household use will be acceptable for concrete. Where available, water shall be obtained from mains of a waterworks system. C, Concrete Proportions and Consipterc : Concrete shall be proportioned to gi`ve`henecessary wor ao ty and strength and shall conform to the fol- lowiing governing requirements: Min. 28 Day Min. Cement Max. Size Max. Water Compressive Bags Per of Coarse Gals. Per Slump Strength-psi Cu. Yd. Aggregate Bag Inches 3. no 5.5 1-1/211 6,25 2-4 1,500 4.0 1-112" 8,00 10 Stabilized Backfill 2.0 3" * * May be pit-run sand and gravel, Use Just enough water to set-up the material. 111-1 The proportions of fine and coarse aggregate shall be such that 0,1 require. ments of the following table are complied with: Maximum Size of Coarse Aggregate Ratio of Coarse Aggregato to Fine Aggregate on Basis of Dry and Rodded Volumes - n m~f~um ax mum 3/411 0,6 l.5 i" 6 Over 1.0 2.0 In no case shall the amount of coarse material b4 `rich as to produce harsh- ness in placing and'honeycornbing in the structure when forms are removed, In the determination of the amount of water required for mix, consideration shall be given to the moisture content of the aggregate. The net amount of water in the mix will be the amount added at the mixer; plus the free water In the aggregate; and minus the absorption of the aggregate, based on thirty (30) minutes absorption period. No water aliowanco will be made for evop- oration after batching, The methods of measurement of materials shall be such that the proportions of water to cement can be closely controlled during the progress of the wor% and easily checked at any time by the Engineer or his'representatives. To avoid unnecessary or haphazarl changes in consistency, the aggregate shall be obtained from sources which will insure a uniform quality and grading during-any-single day's operation and they shall be delivered to the work and handled in such manner that the variation in moisture content will not interfere with the steady production of concrete of reasona4le degree of uniformity. All sources of supply shall be approved by the .naipeer. All materials shall be separately and accurately measured, Measurement may, be made by weight or by volume, as may be elected by the Contractor; however all equipment for measurement of materials sha l be subject to approval by the Engineer, the proportions of the mix shall be such as to produce concrete that can be puddled readily into the corners and angles of the forms and around the re inforcing without excessive spading or vibrating, and without segregation or undue accumulation of water or laitance on the surface. D. Placin Concrete: The Contractor shall give the Engineer sufficient advance no ce eT6re starting to place concrete in any unit of the structure to permit the inspection of forms, the reinforcing steel placement, and pre- paration fnr pouring. Unless authorized by the Engineer, no concrete shall e placed in an, unit prior to the completion of all form work and the placement of a N for that unit. The sequence of placing concrete shall be as provided on the plans or in the specifications. The operation of depositing and compacting the con- crete shall be conducted so as to form a compact, dense, imperillous mass, 113-2 77 1 Of uniforid texture which will show smooth faces on all surfaces. The placing shall be so regulated that the pressures caused by the plastic concrete shall not exceed the loads used in the design of forms. Careful attention shall be given by the Contractor to the proper curing of all concrete E. Reinforcin Steel: Reinforcing steel shall be billet steel, inter- mediate gra e, a ormed bars, conforming to A.S.T.M. Specification A515, Grade 40, All mill scale shall be removed before placing and bars shall be kept clean until concrete is placed. The steel shall be placed in the forms as shown on the plans and shall be maintained in place by wiring or by any other effective means approved by the Engineer. F. Blocking of Pipe Fittings: Concrete blocking shalt be placed at bends, tees, wyes, crosses, plugs, etc., in the transmission line. The concrete blocking shall be placed sous to rest against fire undisturbed trench walls. The supporting area for each block shall be'sufficient to withstand the thrust, including water h&mmer. Ea,.h block, except these for upward thrusts, shall rest on a firm, undisturbed foundation of trench bottom. Blocking at bends still be computed based upon pipe thrust at 'bends, or tees, with internal pressure of 150 psi. Where upward thrusts are to be blocked, the concrete blocking shall be of sufficient weight to ~'n.fst the thrust and the concrete shall be reinforced as directed by the Engineer. Other blocking sizes shall be computed based upon a maximum safe allowable soil bearing pressure of 2500 pounds per square foot of undisturbed earth. The concrete blocking shall be placed against undisturbed trench walls, with a minimum of 18 inches between trench wall and pipe. Blocking shall extend a nrlnimum of 0.75 x pipe diameter below and above the center line of pipe and shall not extend beyodd any joints. If requested by the Engineer, the ends of the thrust blocks shall be contained in wood or metal forms. Where upward thrusts are to be blocked, the concrete shall be formed from the center line of pipe upward. END OF SECTION 111-3 . PAVEMENT REPLACEMENT ved, it shall be SECTION 112 avement is cut or remo Where exitin A ecifications. Was to a level these sp avc4 specified replacGer_laccordance with backfili beneath p e 2:27) material, as Initialw gackfill: ation All and trench 8 e grades shall be stabilized 10" be o n 5 ht to in Section 102, Excav wkbilized materir.l either side of the After the s the material on and a dept Of f along Final ,r-}e gackfill: inished surface a horizontal distance OU PS concrete shall l to r ved ide a for 12" wide ~~shouches of undisturbed kfil within l materia, trench shal lot,. This will prov ht {8 ) in Eight and the stabilized the on top trench. thihalt pavement- each side of ,as be placed through asp si concrete has attained for trenches cut cut back asphalt As soon as the 3000 p grade surface t ~ be hack coated w RC" n~fine p, As halt Re e sur ac latent:e Shall ton Standard Street asphaltic Concrete and Surfaced with 2„ of hot ie meeting the re4uireirsnts of the City o course Specifications. letion and final ac3,cro nceall the prior to comp E. Final Accentractor w or where the crown is o Will be re mired su rfaces vement project, and recto which have sunk belor; adjoining reduced to indic?te that such su silence will occur. END OF SEC;ION 1121 h SECTION 113 - RAILROAD CROSSING A. General; Where the work i~ in the right-of-tray of the M-K-T Railroad, the Owne~ will secure the necessary easements, The Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work, apid take all precautions for safety of property and the public. All negotiations with the railroad company, except for the right-of-way shall be carried on by the Contractor, not less than five (53 days prior to the time of his intentions to begin work on that portion of the project which is related to the railroad company's properties. The Contractor shall procure, maintain and keep in effect, Railroad Pro- tective Liability Insurance, which shall show the Missouri-Kansas-Texas Railroad Company as the named insured, in an amount of not less than $600,000 for bodily injury to or death of one person, not less than $1,000,000 for bodily insury to or death of more than one person as the result of one accident, and not less than $500,000 for property damage as the result of one accident. All work to be "p erfotmed within the limits of the right-of-way of the railroad shall be in full accordance with the requirements of the railroad, and, all precautionary and safety regulations shall be strictly observed.. The Contractor shall cool+dinate the sequence of his work and cooperate fully with the needs of the railroads as expressed by their,representative. All surplus material shall i, removed from the right-of-way a,td the exca- vation finished flush with surrounding natural ground. Operations along railroads shall be performed in such manner that all excavated materials bt kept a safe distance from the tracks at all times, as well as all operating equipment. Barricades and warning signs tnd flagmen, when necessary, shall be provided by the Contractor. All materials and methods of construction for railroad crossings shall he as shown on the Plans and in accordance with the applicable pparts of these specifications. Casing for bored or tunneled railroad crossing shall be either reinforced concrete culvert pipe or smooth steel pipe, with void between bored hole and casing pressure grouted. Reinforced concrete culvert pipe shall comply with the latest edition of ASTM Specifications C-769 and shall be Class III, Wall B, with elliptical reinforcement. Joints shall be tongue and 3roove, made with cement mortar, pointed up smooth on the inside after casing is in place. Steel pips: shall comply with AWWA C201, wall shall not be less than 1/2 inch thick. Joints, if required, shall be made by butt-welding the pipe sections. 113-1 ~ ~>ei~ ,.y y r r yP t y y. ~ i,r ~ro ,,r•. i`h y 1 t i ~ k , y,7~ .~4q i¢w r yl~gv w w fan _ r, i I+~f, v o -~i ti ~ a . , C, Pipe shall be supported inside the casing by built-up bands of motor coating as specified in Section 107. Exterior Joints of concrete cylinder pipe shall be made with Ram-Nek, or approved equal. END OF SECTION 113-2 Y'!7 ti i y. F M1 d'f v t i f S f Vt 1~' as . 4 SECTION 114 - HYDROSTATIC TEST AND STERILIZATION A. General: After the pipe has been laid and backfilled, each valved section of newly laid pipe shall be subjected to hydrostatic pressure test by raising the pressure in the pipe to 150 psi at the low point of the test section. B. Duration of Test: The duration of each pressure test shall be four (4) hours. C. Procedure: Tests shall be made against valves when available, or by placing temporary plugs and bulkheads in the pipe, and filling the line slowly with water. Care shall be used to see that all air vents are cpen during the filling. After the line, or section thereof, has been completely filled, it shall be allowed to stand under a slight pressure for a least 48 hours to allow the lining to absorb what water it will and to allow the escape of air from any air pockets. During this period, the bulkheads, valves, manholes and connections shall be examined for leaks. If any are found, these shall be stopppped or, in the case of valves in the main line or bulkheads, provision shall be made for measuring the leakage during the test. The water necessary to maintain the test pressure shall be measured through a meter or by,other means satisfactory to the Engineer. Contractor shall furnish all necessary equipment and make tests at his expense. Before applying the specified test pressure, all air shall' be expelled from the pipe In the event it is necessary W egell air from high' points other than where air valves are provided, the Contractor may tap the tine for this purpose and afterwards tightly plug the tap. These taps must be made by the pipe manufacturer. No extra compensation will be made for these taps. D. Examination Under Pressure: During the last two hours of the test, the ent re route-`oft e p pe line shall be inspected to-lccate any leaks or breaks. Any defective points, cracked or defective pipe, fittings, or valves discovered in consequence of this pressure test shall be removed and replaced with sound material and the test shall be repeated until sat- isfactory results are obtained. Any and all noticeable leaks shall be repaired regardless of whether the actual leakage is within the allowable. E. permissible Makeup Water: No pipe installation will be accepted until or un ess tTe`ma-Toe up water is less than 30 gallons per mile per 24 hours per inch of nominal diameter of pipe. F. Makeup Water Defined: Makeup water is defined as the quantity of water to pumpe nto the newly laid pipe, or any valved section of it, necessary to maintain the specified test pressure after the pipe has been filled with water and the air expelled. 114-1 G. Sterilizing of Mains: Th'l Contractor shall furbish all `labor, equip- ment an mater a necessary to complete the sterilization of the new main as herein provided and to the satisfaction of the Engineer. M.ailis shall be sterilized by the application of a chlorinating agent into the water used for the initial filling. Tht chlorinating agent may be calcium hy- pochlorite dry powder, such as HTH, or other material approved by the Engineer. The chlorinating agent shall be applied at or near the beginning point from, which the main is being filled. The rate of flow of water being used to fill the line shall be controlled and the application of the chlorinating agent shall be in such proportion to the rate of flow entering the pipe that the chlorine dosage applied to the water shall be at least 50 parts per million. The chlorine-treated water shall be retained in the main until the completion of the pressure test hereinbefore specified (not less than twenty-four (24) hours). After the chlorine-treated water has been retained for the required time, the chlorine residual at the pipe extremities and at other representative points shall beat least 25 parts per million. Following chlorination all treated water shalt be fllushed from the mains until the remaining water shall have a chlorine content not in excess of 0.2 parts per million, or no greater than 'supply, and no water containing a higher chlorine content shall be permitted to flow into the existing system. Bacteriological samples of water from the sterilized main shall be taken (not through a fire hydrant) from a suitable tap, under the supervision of the Engineer or,the Owner and submitted to the State Health Department for analysis. If the test shows a satisfactory quality of water, the line so sterilized may then be placed in service. If the sample shows unsatis- factory quality of water, the process of sterilization shall be repeated until a satisfactory water is obtained. ENO OF SECTION 114-2 V, -J SECTION 115 - ELECTRICAL A. Sco e: The electrical work shall consist of providing a complete and opera ve electrical installation for the venturi meter installation at the Mater Treatment Plant, all as shown on the Plans and provided for in these Specifications. The work includes the furnishing of all labor, materials and equipment, to provide a complete and workable electrical installation. B. Codes and Standards: All electrical material, workmanship, and tests shall be in con orm ty with the applicable current standard rules, regu- lations, and specifications of the following authorities: National Board of Fire Underwriters (NBFi)) and National Electric Code (NEC). National Electrical Manufacturers Association (NEMA) Institute of Electrical and Electronics Engineers (IEEE). Insulated Power Cable Engineers Association (IPCEA). American National Standards Institute (ANSI). National Electrical Contractors Association (NECA) Standards of Installations. National Bureau of Standards (NBS) (National Electrical Safety Code). City of Denton, Texas. Inspections and approvals for the work by authorities having legal furis- diction`shall be obtained by the Contractor. C. Material and "orkma_nship: All materials shall be new unless otherwise sppecified;-ai; class in every respect. All materials of a type for which the Underwriter Laboratories have established a standard shall be listed by the Underwriter's Laboratories, Inc., and shall bear their label. The Contractor shall furnish to the Owner, for his approval, a list showing all equipment he contemplates incorporating in the work. Samples of materials shall be submitted for approval when so directed. Equipment, materials, and articles installed or used without such approval shall be at the risk of subsequent rejection. The schedule of materials shall include catalog numbers and complete description. Approval of such drawings, equipment, and specifications shall not relieve the Contractor of the responsibility for the satisfactory performance of the equipment as furnished and installed. All work shall be performed by competent workmen, skilled in this type of work. Work shall be neat 0 roughout, and structurally sound. 115-1 I I D. shall Grounding: e All properly conduits, grounded in motors, cabinets, outlets, and other equip- ment accordance with National Electrical Code requirements. i The ground wire shai'. be bare or THW insulated, stranded copper, sized as shown. Where ground wire is exposed to mechanical injury it shall be installed in thick wall conduit. Connections shall be made to equip- ment with solderless connectors, such as Burndy Type QA or approved equal. The metal surface under the lug shall be cleaned to bright metal. Con- nections to motors shall be to the grounding stud which shall be threaded ipto the stationary frame and not an end bell, and the ground wire shall not be 1;. ged to a mounting bolt. Equipment not specifically shown con- nected to a grounding conductor shall be grounded by means of the conduit supplying the equipment. Where direct metallic connections cannot be made, bonding jumpers shall be used. E. Cutting and Patchin : All necessary cutting and patching of existing walls-,"Moors, a c., as required for the proper installation of the work under this contract shall be done in a neat and workmanlike manner and as approved by the Engineer. F. Testis : All circuits shall be rung out and on completion of the work MR-the installations shall be entirely free of grounds and short circuits. G. Guarantee: The Contractor shall guarantee against mechanical defects in any o-r aIT-materials and workmanship covered by these specifications and shall make good, repair or replace, at his own expense, any defective work, material or part which may show itself within a period of one year after final acceptance of the work. H. Services: Service to the Water Treatment Plant is existing. The serviceBM0 volts 3 phase, 3 wire, 60 hertz and 120/240 volts, 3 phase, 4 wire, 60 hertz, center-tap grounded. I. Conduit System: A complete electrical conduit system shall be furnished and installed or a l electrical wiring. All conduit except that installed underground in earth shall be rigid, heavy-wall galvanized steel condiut. All underground conduit shall be rigid A.V.C. No bare metallic conduit shall be installed below floor slabs. Rigid steel galvanized conduit shall be of mild steel piping, galvanised inside and outside, and shall conform in all respects to the Federal Specification W4-C-581d, American Standard Association Rigid Steel Conduit Specification C80.1-1959 and Underwriter's Laboratories Specifications, Pittsburgh Standard or equal. The galvanized coat of zinc shall be of uniform thickness applied by the hot-dipped process to not only tie inside and outside surfaces of the conduit but also to I 115-2 7n s. r p. 777 77 , ~7,, '2N1 -Z. 777` the threads of the conduit. It shall be fu theresi pee in a chromi acid bath so as to chemically corrosion form a coating of zinc chromate over hot dipped galvanized surface. Plastic conduit shall be Schedule 40 rigid high impact polyvinyl chloride conforming to Federal Pittsburgh Standard PlastiCCon,a oraapprovedlequal. Plastic conduit shall be be for sizes Joints in plastic conduit shall be of the solvent welded type 314" and 111, Joints for conduit larger thanY shall utilize fittinons with "0" rings as manufactured by the R. G. Sloan distance not o to motors s) nchesfleWhere used, the flt for shall 46 eAmerican all be thirty Hose i Metal Hose with a neoprene packet and Appleton Sealtite fittings, or other approved equal. bolted supported screwed toetheistructure. Hangers orns Conduits Shall clamps, rigidl of straps supports in moist locations s ties hall ° be w of e stwil not be alnless sLeel~itted. Outdoor or Conduit sizes not shown on the drawing shall bfoin acc rdanceiwithconduit National Electrical code requirements is the minimum size that will be permitted. Double'locknut construction shall be s~sed n all con nits terminat ng in ion stamped metal motor terminal, motor with readspshallabeyincreased'atgoutlet,j unctionaandd 11 or pull box, detc ui t~th Length hecon boxes where neccesfully seated 9ainstoendeol'oconduitand bushing. t;ushings shall Bushings shall be composed moulded intortherme~,al ring, ernshallhbenofnner insulating compound the threaded d type, composed entirely of an rpproved insulating material. Running wo two fixed Conduit nip nothbelused. tWheredconditions4requirejoining t threads sh shat conduits into a continuous run, a conduit u►e.an shall be used. Where conduit joints occur in concrete slab, in damp or wetlocatiocoatin9 or exposed to weather, they shall be made watertight by applying of white lead and oil on the entire conduit thread area before assembling. Special All conduit Joints abthatasuchpjointsgareatightcmechanically and care shall be e used to see completely sealed against the entrance of moisture. "Condulet" type fittings shall not be usedlon conduits cantainstalwire shal be 04 AWG or larger in size Pull box where necessary to facilitate the installation of cable and wires, The 115-3 - R~ T xnh pull boxes shall be of N.E.C. size. Junction or pull boxes installed in concrete slabs shall be cast iron. All boxes or outlets installed in damp or wet locations, or exposed to the weather shall be of 304 stainless or cast iron with watertight covers. Horizontal runs of conduit shall be so installed to provide a natural drain for condensation without pockets or traps where moisture may collect. Pull boxes and Junction boxes shall be accessible and not buried. J. Wire and Cable: All wire shall be 600 volt thermoplastic insulated single onductor stranded copper, 750 C., Type THW. The wire shall be Anaconda AP06101, or approved equal. All wire and cable 18 AWG and larger in size shall be stranded. The minimum size of power conductor permitted is 02 AWG, except as specifically indicated on the plans. All wire shall bear the approval of the Underwriter's Laboratories, Inc. All splices and-taps shall be made with mechanical type, compression type or spring connectors. Splices and tops shall then be reinsulated with Scotch Tap No. 33 half-lapped, to a thickness of 1-1/2 times the conductor insulation thickness. All conductors shall be continuous from outlet to outlet and no splices shall be made except at outlets. Sufficient wire shall be left at all outlets to make connec.tions to apparatus without straining. A soldered splice, tap or connection will not be acceptable. The wire system shall be properly coded in color in accordance with National Electrical Code Requirements: K. Electrical Equipment: Electrical equipment shall be as follows; Outlet Boxes: Outlets in indoor areas shall be galvanized stamped metal type. Pull boxes, Junction boxes, and all other boxes to which no fixture or device is to be attached shall be fitted with blank covers and painted to match the surroundings. Outlets for all exterior wiring, including Junction and pull boxes, shall be cast iron boxes with threaded hubs, END OF SECTION 115.4 A Y t .C E ITEM 116 - MISCELLANEOUS ITEMS A. Soddin : All topsoil removed between Stations 0+50 and 1+85 at the Water rea nt Plant shall be salvaged, stockpiled, and replaced over the damaged surfaces after backfill operations are completed. The area from which grass has been removed by construction operations shall then be solid sodded with bermuda grass, and all grass not still living after three months shall be replaced. B. Venturi Flow Meter Installation: The Venturi tube, dual range trans- mitters, an receiver-recorder are on hand at the Water Treatment Plant and shall be installed in accordance with the details shown on the Plans. Attention is directed to the shifting of some of the existing instrument panel receivers which will be necessary, including panel cutouts, conduit and wiring extensions, etc. Mercury for the transmitters is on hand at the Water Treatment Plant. After the installation is complete, including electrical and small control piping, in accordance with plans and shop drawingss a representative of 8-1-F, Inc., will service the meters calibrate it, and place it into service at no cost to the Owner. C. 8lowoff: Furnish and install a 6" blowoff outlet at the location shown oil t e Plans. The blowoff shall consist of a flanged outlet on the surly line, a gate valve `(flanged an& M.J.), complete with Valve box, 40 bends pipings plug, etc. The cast iron discharge pipe shall be of a length to discharge above the ground as shown on the details. The cost of the blowoff, including valve and C.I. pipe, shall be included in the price bid for other items and no separate payment will be made for it. END OF SECTION 116-1 777- SECTION Ill - PROJECT MAIKYENANCE AND CLEANUP A. General: During the prosecution of the work, the Contractor shall mainta n t e project site in orderly and acceptable manner. Upon com- pletion of any unit of worko it shall be maintained by the Contractor until acceptance by the Owner. Upon the completion as a whole of any section of work covered by these contract documents and before final acceptance and final payment will be made the Contractor shall clean and remove from the site of the project surplus and discarded materials, temporary structures and debris of every kind; and he shall leave the site of all work i!i a neat and orderly cnn- removed efroi, that l proved by the Engineer. Ex- Attention is directd to the requirement provided that no stone cavation and Backfi greater than 4 inches may be left exposed. Surplus rock not permitted in ckfill at locations approveddisposed thof at e Engineerontractor's expense and shall in a END OF SECTION 117-1 's. G 1 r f .k~,Y . `t 4y Yb 1 4 SECTION 118 - BASIS OF PAYMENT A. General: The "Bid Price" for each and every item as set forth in the Proposer Wa-1 I include the furnishing of all labor, tools, material, machinery, appliances, plant and equipment appurtenant to and necessary for the construction and completion in a first class, workmanlike manner of all work as herein specified in strict accordance with these specifi- cations and accompanying plans. Tho "Bid Price" shall also include any and all kinds, amount or class of excavation, backfilling, pumping or drainage, sheeting, shoring and bracking, disposal of any and all surplus material, permanent protection of all overhead, surface or underground structures; removal and replacement of any poles, conduits, pipelines, appurtenances and connections, cleaning up, overhead expense, bonds public liability, compensat.,ion and property damage insurances patent fees, and royalties, risk due to the elements, and profits, unless otherwise specified. The bid price shall also include all other incidentals not specifically mentioned above that may be required to fully construct each and every item complete in place in accordance with the true intent and meaning of the specifications and accompanying plans. 0. Description, of Bid Items: `fhe numbers listed below correspond to the bid item numbers in the Proposal. 1. Install Owner Furnishea Pipe and `k t in s: Pipe shall be measure from center o fitting to center of fitti* or end of pips, without deduction for intermediate fittinggss specials, or valves. Laying length of venturi tube w'll be deducted and its installation paid for under ano.. item. This bid price shall include trenching, laying pipe, weld'ng Joints where required, earth backfills disrosal of excess materials, and any incidental work not otherwise c, vered by other bid items. Concrete encasement and blocking will to paid for under another bid item. 2. and 3. Furnish and Install Concrete Cylinder Pipe; Pipe will be measured from center o fitting, or en o pipe, without any deduction for the length of intermediate fittings, specials, or valves. Payment will be made at the unit price bid per foot of pipe of the various sizes. This bid price shalt include furnishing, hauling; and laying of pipe, sheeting, wet connections, shoring and pumping where necessary, trench excavation And backfilling, protecting or replacing existing structures or utilities, testing, disposal of surplus materials, cleaning up and maintenance, and any incidental work not otherwise pro- vided for in these specifications, all in strict accordance with the specifications, drawings and/or instructions of the Engineer. No separate payment will be made for concrete cylinder pipe fittings which are called for on the plans, or which are 118-1 to fit the alignment shown on the plans. The cost uired be necessary all fittin a unit specials s bid called i for cancreteecylinderhpressure included in n hh sato n aoti r onnf Venturi Meter: Bid price sate be full compen- pipe. ~st a n t e C. . venturi tube, flow trans itters% 4, Install vaults al as flow receiver, electrical system, an cone 99 conduit detailed on the Pstess, reinforcing lsteel. electrical bolts gaskets, manhole p s, and valves are on and and atithe Water~Trand eatment small Plcontrol ant. pip h emoverextsttng This bid price bend cast iron bend 6. Connection to aaxisCostst na at water existing co,icrete tee, sa ncu and blocking, modifying and instal s a at necessary dewatering existing line, cutting cast iron n s location, furnihin and installingi36"a concling atd furnishingg and Stations 1+'24 and 1 60. Citcerrete encasement and blocking will be paiii for under another nt for gate lately installed 6, 7, and B. F11 urnesaedatinttelunGttprYcesalr ialve installations nia, valves wi with cast "iron valve boxes. Valves or r valve. shall be included in the price bid for air a assemblies will be Payment for air valve sum price will be 90 Air Valve Assemblseum bid aP per assembly. Lump ding all appurtenances, ma--{he ump inclu full com;,ensation for tleSassecblyas shown on the plans. vault, Bete valve, Hipp Railroad Crossin s: Payment for railroad crossings will n ac 10. and ll. r*es-bid per linear foot of enti9~olir the be made a t e un pr ce cordance with the details shown on the plans. Pa carrier pipe inside i ,iea ing will be ode at the 'snit price bid for that size pipe uantity, only a minimum trench construction. 12. >rmbedment Material: E1n4ny the~'aY gal will be measured ~ lltbe ar . n eterm trenchwidths as specifiel will considered, Payer ay shown on the plans or determined by "nea based on a minimum trench width. eAtra compensationfwill o tbel madehforitrenchQexcavation paid for the volume of outde herein, No separate aytn for embedment mateiii~bermade fordmaterialsexcavatedtfrom the No separate payment w trench and re-used as embedment material Concrete blocking, 130 Concrete Blockin Cradle one me sure~~ty the cubic yard. In cra e, an encasemen w determining the ay quantity, a minimum trench width, l shown on the plans, will be psydin computing volumes of cradle an p a quantity for blocking at bends will be encasement concrete. the actual amount of concrete used, 116-2 14. Stabilized Backfill Material: Stabilized backfill material will Be measure by the cubic yard. In determiningg the pay quantity, only a minimum trench width, as specified, will be considered. No extra compensation wail be paid for the volume of material outside the limits of the minimum trench width. 15. Pavement Replacement: Payment for pavement replacement will be measures by the square yard. In determining the pay quantity, only a minimum trench width plus twenty-four (24"} inches will be considered. No compensation will be made for replacing damaged pa,te►nent outside this area. The unit price per square yard shall cover all cost of the 3000~p concrete, hot mix asphalt, handling traffic, flares, etc., all as specified. Compensation for stab- ilized backfill beneath pavements will be made under a separate item. C. Fence Gates: No separate payment will be made for the construction of fence ya es. The cost of this work shall be included in the bid price for pipe laying. D. Rock Excavation: No separate payment, will be made for rock excavation. The cost hereof shall be included in other unit prices bid, E. Hydrostatic Test & Steril.izA on: No separate payment will be made for the hydrostatic test and sterzat of the transmission main, The cost of these items shall be included in the bid price fur pipe in place. F. 6lowoff: No separate payment will be made for the 5-inch !tow outlet, the gate valve, nor the cast iron pipe which will be required. The cost of these items shall be included in the bid price for other items. END OF SECTION 118-3 r v`y~:'7!_ T $T 'i•-',ii v r. h .1 77 APPENDIX (Shop Drawings of Owner Furnished Materlals)' W ;T'_ VT 1 ~3• I C 04 i A 1069 ~.,1 ~~',~tC ~f''''Y 1'°4 • J~C:T'y :,Mifr'l I- a PROJECT OARIA- , ATION LITTtE " v RGS 41 7--7- .1 , i cw~~ isc m Ire KC ORIENTATION ~ J OfFFORD-HILL-AMERICAN, INC. 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N /.1000 S bit N IM Y.r\ A r N rLpt U/ A1/ N n ea rya N q I M• t 4 A•1K1 YS1iT ..~`3J .40X110 1 01 IN F NM 1. 11 . MM Ile N'YNe r1. rr/1 •M 0110. 11 wN eY {Noel IA 1Nrlwr t WINI I rrrw 1 rtM 1n d 1 11.11.1 1. MgtL '1' COMLAtfL pf9Lt. L`LlltblMT NM Ml rryRwrl HIMN f N he If ftnVa I"/.fa rNJ[''Y 411 M 1 A'N Iv v w of • QII /iRU[1'yRt MN M /FC.♦/ 09110•1 FY1F 0110 01•.10 .oN M/ 00,11 .e tlY /1►M!O COr14CIlOf11 rtfecvsmmL leriamft 1rN Nr•M Ops.041%.A lr rr.r.f..•IL I N IeI•hN•1.1%,I 4. ardor Y.a!JWYOm r HM. low ll ,PI FLA 11141,!. ALUM oh"XI1, PLAOXII fall TALKA. M !110••0 a1 P, ,•wfr II f9wH\uaNN P'1lr hC~Jr'fQr '~rr1.s r n'rN 1 w l.r'gy N.i. M 0100.. rwrl / " r...!: • ' .N_. A...- IYM T N.YrN Feu Idoe WI I Twit W'r1 ri\r M IF— I M I1 1104 RNI 00011.4 Ne 0r' r wed t1 M.0wr othimsl tlOSylt AtL110_•1 N M P" e I r 6tN111A~ INIORMATIOll '1 • .1 • AOIt' pA11r lwwi N`e~. 111 M. 111X014 r•1 001,111 Neh LIO Neel 1114 Mal Ilrl A/A10a Ali floods IMO Pon N~ X40.1130 IIf N 110 AIA f \ ~ I '.L•~rw e T1'-y Ire 1 01X.•.4 11,1+11 N e1NIM a e N/1M~'Nhot worn Ihlr a,ryn41. rA lih Kris 41!1 Nr\11:r tlNN 1Me at $'a@, 111 '1 I1H .1'114 .40 .0, .ItA MI NOa fAH r0NIh 110'1 IHd1 AIIII NINnIN. y4r 1...1 1401 AN 11 n'e14'pf IM Mery foot, T19VNI 440 1 P 4 . 141 041 FT 14 IN I'N 4 I1,' IN 1 l46 MW HJ1 N' fYMM, Wt it PA LMPN IL/t so flip so Illte rig IN4 Ito VI . ` • f N.ly N !1 i.Afalf4/1 II NI 1-04,11 N Alf 11-0111 NIN'f" {'I/!S ,It NaNON (J1,/ 11 IN 1 0 x [IM1I'1 rIM 1141/ Ma All MNININIM'IL MOT ILAI 1tf LhNIN M Olt WAIN e 1001 tlryn lost 10'1!0I N 014 N lea, in 1401 N lrrlnn/'r fwi IeMwr 11-' 410+41 plax's limit 11 Tal•he'd 1NO lenli'tl M 10 NM IILT O\ l A ~r saw to 110'01. 01 PA .tA Nsteel" 41,114 "1 11".,h 4X0101 N I.W . TNn11 Ii Be 1141111011 61-1.41 Vs Ir1N 04 YN slope Y01 1' NN1n,arrr M',nt it oar ,MI atoll U INr1 qIA IrWA NII IfgN,Nl r4tirm /1 Nlelwyw 6,01110" Fa W 1'.010 0..044 W .If1.gN,l de wA Pf arwl. 11111 f~W1A 'C' IM9 N 11111 UM tf fl 4107.00 able I tl, a► M/ 119 pSI,10 Wilt gNtlNt 11rA IIM• rim fN 11',4011 1011 1'010 x041 .4X0010 ♦r/ N NNr. heN/r 111001'1 141Iw1 0 N rAa 10049X1 IwN f11 a/ 141'1 .4A la,'$, MYry Ill' "Ol's 1Piet 1"4,911 feel Nll L'.e•4AHr IIN9•erl •114 F. "wo"40 It 1% n111et If I/ Wild If 141, wltt alt IIIler. H Ml 110.$11 1 l. ladle INMYIrf NI'*1r Nd rNNJr1,N /MM•M ,nil or14 M/ f PINtrPNH. 414 N alt 41 1101,01 wN Y/ a. pi's. 11-1 'C' 1,, Felt its 'I M !IYrINIr1 .0 Ir•IN. Tall 1Ale'rILN~rf1. Th WollI at I wo., of, l.lrlr r01.ur11 she's M rNr P/ 'IH. r 0014.'00 M Inl IN1N1 NMIw1 VI NNI 010.11 MD'LprN1 a'/ 1$11 INaL 4 to A !/1. 111, noel .....1,,4010 0000/ IHN.N IF "I'lot IF, ---------OL/+'12.1 E?G l••1, IMIrRAI / .oll'r GENERAL WdRgAT10N Iron FIEL076 FLA- N ~ G1FF040 hILL'L' cA GAN,INC 10\01014 o0 i'e t. iV JECT TO FDAf !R! Ill C•NS'Lt 6,i [^•CC'1'T 1`1 0111 X9 111 NYe.'H l N Idn t d e 1 n •l p-ol for 53 i'taA X0111 SPCCIFIC4t1pNS Pr1 T•ry 6, It I., 1101 doll W rvY.l , _ CNr• h772 z1"} ,+L•T 341[1+ --C•.55. rrTr:er <rr.;-011 Na 4101 V 0190^•" '•e'.f r. out 111 c^.!1M ni ~+Irll aim Ln3°I w.,lr e.,, .ICL APDRT'. ' P 1 1 ~s At. ie u. 1. ''fir a h a Fs 77, et i` A +,.~P ~_hi c ~~,1, i~~~ 1 r., F777 77'. 7 7,77 777, y . ' . . . i Yr~~ YI~~lrlrrA•~ir • pen~sao 2µ,q, CLI341LW~sLt. r . , I st DJiLlt'y 2 Vl cir " PROPOSED? "7li ' II SuNt L0. N It r CLEA VIKA- g II y 1: 9 11 11 75~~1 it s': c40C. LtAIEr / et (PF.OE'OsEb) r~ to t LIr.S n10C~Z11~ lir a ' t 4 tl s . t, II r, txlaTlrJq` t M.C. 11 ~ ',:y II cLt:A~ar~.t. Gi.C~AS2tVfrt.L - 11 I ,F`~ Ip 11 .~~I t.verrr."ZS~r~r>nir-t'~cr~ G,LI IJCs NO ~ 3`' • 1 1 ~ ~,r~ l I .:^i 4. 1 EKISTit a~ Y ~ a : - ~x~s~ '!c co►u,e~~. LIUG 1.1, Otx. d Ix"TrWCA.LtrJta rr I I rr ' I I~r rr f. r rr ri ~~rw rr r rr rrrrw• ~ r. ~ w r r V r w .r. r r r -.r .r - r r r w ~ Eafl~jiNq ~tt,~~u C1aLL&IL~ r GMAI l[ [ o*. [rlue1 _ pRl•-lJtth 10 J QLna # 2 _IIIffORD-HILL-AMERICAN, INC. _ ~^FCSFO~< ~ ~N7c 1 jE;YL~S Lei. h. 7L•1G4P SHF[T2AM 14 [''~[t7 NIP, ~p ~'~'•~f^.. KWOktWEVT 14; ^J ~ki'h d~ ~4R ~ y Y ~ ~p~ y, 14 1~ ~ ' x~ ~"t f I. • ' ,i. , p 1 r ♦ ~ V~:. »•I} Or[RAII L[NDTN Of ITAPC~ARD ~ _ -••-w-r t}"MOWNAL LA► SY•Tw~YDYINAt IATIN/ LE'NOTN Of /TANEAAD rl►[ - CCIPLCT [ Cop rMAllt t R AL IqN 1" 113X. M[ WO N AAtlr if riti. " Y3 x131! K,OV R/M{T[D YOIITIUI pun Dl.KO M frLO MAX COATDID N' VIM mrapt T. °N romkiis". "S CtNTRIf A" COPKRCTt ° CCHLET[' Ca. WALLII " •MIDI 301NT 'YYCE are "t LIIHD TO tND or "t CCKNT 110" hACCO N /[LD • ~D~T W4 RUIKN 61961 J1 O SHAPIP 6 ASSER&ED JOI7 StmoN 1 PRETENSIDNED CONCRETE CY4INDER PIPE MAmfAcAr%!NG DATA INSTALLATION BATA 1$ rtrlM rofll I.r_ ITEEL MPW IPAALLY Ilh%Jlo R[Ng1JD~b7 DMM KINVA Wnr.Y iyit r t 3rNa1.M IrI"ln /u't Or PRIIWI PRO L -0A OA E 11 R ft r ri RIM NV. b L1rM tax" OR OF Avr In[ rVyt p OO~I IR ;JA 1 rn IM/I ,ytp~ T lH ►{Od.' ~ RG31 p a ILy1 Fvo of fi ko7 K ^'P ru lnu Par AC L10 2.05 7 IL GA. L (1 G47 I 0 r,1 nt KEp _ P•t_103PIPE DESIGN G6FOKI-PILL-ALW CAM, Vora. LUIM /r DATE RfyIA'J`t I)ENTONl_ TEXAS 0R`i W72.10}P S, O'14 ,xrtn G+TE_7_2772 ~.y_._ Z AkiA 62A 1~~ • a ~,`o YF.;s . M i.9 I : a ,x.'u ` Yyr 'x ggo .1.• 1ti M1.~y ,f 't t' v •~'I 'fin r~ 1 S ~ , L r'}. x ~tir~ 1r' '~"V Y'~s~ J,^ , t Ot~l.Cr4 Px• I tPS. btu" ~ , 9 . 1 pe i2.o4 ..VV__ 4 }4 •A I Ve FV4. +t'.' A oA0I00. S A 2 Ot50.04 ~ 0A;t%J+II *161 7.80` cc atxiR3) V4 401•A.b I '!~C1CL!'J; PL Q.AOSASOR 11 A 1 4~4LSf ' O+S3.s4 0411.%#e 404.9:(1 f 31."H~P~.~.`4Kt../t•uo'orFSaj eh tIA wJY;+aou) S I.tOf n„ VFi+ o+IJ.3} ~T•'~S'oo'uP + a d1i.501 O'oso j0 o $ ~ v21 I-SO' . qs~o~ t.oooo o,oa.64 ~~.•4Yodna bR.oo V Lei ol.t>t Iic1 o qo .00= • otoy.a~ ~ ti r 35" M.To 4,uinfkALV voI (3T orz-m S) L 111 + 0+06.10 30" %.'Pr'. it 94+ P.TPC x 9b" C.L.S9.LLr' Oot•:1 1 SLC II NA 3.110 101+0161,/0 al I TOWS 1 ls0+ 8-08,50 t 34" "76 OLTTERP'LY VALVI W mos) 1.1i' 0.01.(11 START MM No. D,AT L7fIf?* 35" C.I. L;h S AFTER PEKO47XWoo, SEND k AND 199TALLINO 36" J.r.V. lug" t...: CND MIT lt0. PFAPOSED O N.13, CLCARVCLL ' 119t.tT 3 9" OPCCSER P.E. AWITOR ' ^o ..A9 1 10. /1 1.931 -AS 1 T9" 9" GKt 6LAPtOP. ?.99' 1N9,01 IV, Ali, P;FtoR D 1LOre' MatC+raL G► [ +wau tRleat ' ° P;ECS NO RtfAARI(I ` STATION tattito,14 TURN CA PULL ti`t~i7lar CLtV. N DISTANCE e1[C110ROrLttlet ertRS rererl,re SLOPE rA24,7/~/ t V, atNTt,Sgg'?'k" etootv~:'t$+1•." wcrrPUeLOtOTT+w:[swx+n"r,nnta,nTa NOTE AEAO UP NOT( ROW I0[wot~~ 4nWlI~►[ NIP plr irts NC 4ar.L PAL Lt O(K us tent P.U ")4taw TPL Ou•IN!Y ylpR lLL Mer, T~.L,.~L PualOttt .R plwaftl Y[RiK41yLl Ott Ot 401[, MOM Ow TaL rN+ _ ,rr" /`I/a!.:T1 A.. Jt0 T/ /w7 1 i II3i~"1t'. ~-A.^A P',(o.PEV.S AlI J19q 6v G TR - sc sRG LAYOUT SHEET GiFFORO-HILLAMMOM,1NO. Nil PV, CI14 N 6 v-. r - l Cv✓'+Y •npTC'q-:3-72 DF.'(TJA, 7?.'Fd$ "~y7 t7 Li~SVt[Tt "[tTf M t: 7 x r 1 n iE t d ~ 'rµ f~ 1f -4w} ✓ .1 Y.W <i ~i°~ ~:,}i ~r rh .uF. rt;~.: 1~ M J' T'/ . i ~r i 2 t4 CRD OF LINE NO, 4 N F 36" W IBM HEAD ?A* V/21 T.O. 9 f 2MI-Y2 1 Sr 4.11 px-9r i src "~a• 9 i:oo+ 1'10 2 STD a6" 6w.00+ C it1~ II 13 cp+dlt: 612.sa 200.15 l 36" GKT In 17090' IM 13 I..TSt T 7 rJ+~ s 0.0 ODCCO Rp1 t ipI• rSITON gy$ ffi•03~OO~Lt d r5 651,50 , If97.th 7 VT•1~$T'DR d 1 1.31' , . 1f41042 P 0 s' G3t.3~'...' qr 2i 5114 px•a 1 !ra aa" ism, I rl'. ' if04 00 "1.~0 i 6TD as^ >f~.oo+ ' c*'Is~11 ~~'to'W LIr..7S' tot J a.T1+ l.S SS•iT' .31 -54 1 66" O!T - spa 1170401 Jim 13 M12Jlaz• a •jR~s~ M14", to • to AS. 61c.S0'-' 514 ~y f.f1~ aV9a4 iP~oM', PA a sg+ o`oo~. ooeco PA[OA dY ItOft w~u~f►► p~~r h P~tOF~L~ r Ant Loo Ia•ItR RtL1ARllI DIlTANC[ STATION r TURN 011 ►Vll ror rrt r or L tLtB lLOPt PiEtt Na tic alunar or ulu,l Nicol Trot of 0101 T I - - - o0ft MAI4001OrlrLr:tr/woR$me".it to trj0tI0 jNOTE, 11E AD UP Mot[m ppttr0 `I/r..ou ry►1 rt L "TURrRLL:v eERK191eoaty K4i104t•L 0%14Wt ROM. ALL Rn•CtrCAL PWORI PC OCNO;[/I.1 CAL IMt M)StM 9j rq"'UV•LM LR OtK'CS 9:0404 rR 6900TE I K•tK•L POLL III Lt"V139KROOM.•K01'tl La a+ ;ac ~zR rr SIFG LAYOUT SHEET GiFFORD-KILLWEI v:Rx 611 'fA7C R£v'Or _N ~~ix 6~' J•~ 9-94-7 DGY2G6, 'EYA, :NObO e_• SMCEI Crl4 ShtCi ...rw.~.. -w+..x'•,+~.w+.~.~.~+'rvww•T~.+.•w.nw'..+~.r~w+.'RP'~-. ww•.. [iP~. <y s ~P rv, µMr°:F ,.n ,T4 r r{ « w r.r Y r.. 'n P-303 SHORT PIPE ARRANGEMENT SCHEDULE to WOOL I.0. OI EX7 PIPE LATINO PI►C LAYING PIPC LAYING P" ND. LENOTN NQ, LCNCrN N0, LENOTN C1A31 SG" ~'iPx•I 14~ f'A 1 ' P 5 G PlC$1}:~ P r' a 3G 8307 FPIG, ISO SPIGOT DISHED HEAD PLUG DISHED PC.N0. SIZE-TYPE N D GQ CLASS REWAAk$ 3t'.gg" 3t'- 3 I ~ c . O 3'08L, EAY, Nk SM HALF COUPLING - , - - - x L NYLON BUSM10rd } a I ~ x 2" BRONZE BUSHING 2" 6KONU PLUG # ~J X zkoRiNG ST R30 360 L-301 SPJG, o. D. • 42 AT fA/Eb PLANT W/ NORMAL INSfDE 4 OUTSIDE 1136 ~8M CEMENIN65 EQ'D. oR sr 5 SPECIALS OWFORD-MILL•AMERICAN, IM o~tcrro LiTr.PY C.rt RCViIION oRrEI~-z17 bENTON TEXAS ors. Nri. 7=:•1.4P sr~ET9 ar+~~tttir t i., f r i a y'..: rt.yr '7 t x a"Yi, ~~_7.~j tiY ~ ~~iS .S~~d,~'~",~ RP~,'.. s;~: 4p G. 8"- I t 9•~ I I b" ui m I prrY r ~n i! y/g~ I~~ M I y d L i . O 0 f+T 7 J {Y f v 4 204 - AZ-.,,.., Z04- - A 4 CROTCH M DET1 E. / 36" G!iT. X 36" s"JFE ADAPTOR Wi L"r,0, 300. X36"FLO, ADAPTOR L REaO I REO'O Ss:L bt-,AILW' Ax its DING le.s. 13£tL O.D.x 4Lr 36 aaa.+1 3 -3I'p UT~1 Rye i. Z y8f tG. , 4, r " ~s2" y 9 Ftr Lei , L 44 r L t+1 D6 ~ rtLe ' r tC } U I ~ + h b u I 'r d 1. • TIi OITMIS + f s' a DETAIL.A e 6 d, srss o4-A9 6> ~ysY • Y O)~e~.fa.'k+r,sn.MU OLS. 2 tot siIQ,'Kima - 34" GkT, x 36" FLO,. ADAPTOR + s wr~a+ evsxrvs 1.e,ay~, fy A04-TI REWD WX t'eeoot evsxras na+ioh• to . Agowas nub l4M3Pt +~~M3Ptf A."t,t.rZLL1 TLL 1xa~nt I REQYD, < n aavr+. n'~•r a -c~~c oK er9 4 Ti FITTING OIFFORD-HILL-AME lcm, INC rrrq A`_!.~ .V,TI kSv'Y, Al Cn[C"!0'r'\' v"," f~ c"+E atvfcy c►t. in- .i DENTON TEXAS orf.wa72-2a4PI1Kttllori~wtr+~ 7 t V~'. r,,,,I, } ST q a1 ! _ Yl !^.N~ i 4 1, )M h I y*i' " ¢f,G I p C k~r ~~dt 1 nG f'~~1 y ro .~+.I _i1 ba f , .1 t _ 0!13.!3 +n.s3 36" G - ADAPTOR 2" T. 0. 10 A 3.13' 7I4-A1 S Ce1I.10 ' SPC 3!" 90°Od' BED a L42 1 SPIO. 3.50 (5X17 I Ew. L00$E) HPI•D~T7.70 f' 7 Ot" - -7 7 4" lig!'Ail AI, 7Y.-~ 1 £PC !5" I1. 9 gnkg e, "eNIt F i 1 PX•L : tVL 36" 9 I ~;SI'C 36" IJJ6" L-!Ol £PIO. ATTACHED aq 49L 1 I11 PLAT , 0400.00 - ~LIl1'ELI 0. 9 BTJJIN A7 C%IST 36" t l ~t ,1"' END LIhZ 110, 1 „ ~ . . 0 k Ix-1 1 CPC J6" 111.00 ofJP.Do a~.doL STD 4w fail R IL ~.l 7.00' 0 V111,04,00,00 YT•9d°OC, 691 3j -90000, 0CC um N0. 1 BEGIN AT 30" C.I, PIPE LiAT. , pMrR pal " ►VEOR S~ f(or• Raa:(ynr( P~N PAO11lf~ aKt nRlur i REMARKS r . . ATATHN( (oo It 1 Ill TURN OR FVLL werl'rrly r es Cf1 CL[V, j $ OISIANCE Dalerrolol(IriI11 RNRr uocorrvl EL01a PIECE N0. It u C(NOTLI (TeNfyipp Mi K~'II v[°TKl1 fLFN (t 1Y,•[1 :GrS1e +NOTE: READ OF NDID M Y7 IY.TI RKN l:,7.1 D'f'e15.F 0w0T 11 LY. nL 17 !at [NOT[1 IACJt HI N1 XNO 173 M0R101T•C PAl uC[NCT[(C.YPAIL s..•fA4lE11f"•(~ ALL P'KM1UL KIOCUS YR C[N:TIf v(r da(IV(( M D(• Ttl K fatal Tq TJA9 J~ _ - • J*2 e, F'.c J LAfOUi SNEE7 GIFFORD- H;LLAVER•GAhINC 1 71 rar 15 e s gill -.,reers►r~r wee:Rrr11'~FIiu~OF.W.-.+3U1ePI4'~1;.'. r v d C>- ri . -77 ~ S! •fr 71*Y~~ I 11 ~yd- (D s t 2•i' 1.r`^f.~,p*+I 4 r~ I I r ~ r cN"itf . V 4' 1 J4! cF?' R~4 V Maasj. 1 inAr isf Jrc~ or TT WFORI XiLY NER CAN, ItiC. I L ` f r r A M1.i7" R ,r~ x, - x1 rr... `i7a ~'a thi' qtr ~~F?~sl a~;Pz,(6 ``tS *"d hT~ y1 r r} w. '7 R'r T . yr Y. T '`~.'M v dl V d~3WP n "k` -Ma `i ,ms's! r( •a fid 9•, S i 4j, fry fl4 9h F, - } oak 1 Y - L2 jg. A 0 ~ 39 y~ ~s % 46 N/ p 14 r REQ'b• 09 ro I Aj • 3O36ENQT,A • PC.Nd silt A%~xt tYr•53 ~3C' f 'Od 3.0 I t'-fl - 3 1 too- 84 204- Bs' 36"GK7. 47040' BEND 2 RE.Q'D. c„~ r _ _ ca erg r'r FITTINGS _~wY GIFFORD-HILL-AMERICAN, INC. [ rrrl0 DF.`}Tr, E`CAS Cis rn7o.7,~e}+ sr.tri3n,isw.[-s Its V ! x>+ r W 11 y a l t1" ! ~ ' Sr 1 s qa _rwF `ry}':~~' s •g~'r 1i\T, ✓ • 1VM` fir. y \ r ii`'y g F• I ~.?4 r ~~`r f a-.•~+, L' ly ptir 3v Sq , .A'.r 1 ♦C "M1r j q ,p r, n.# r rr 1 t * t ox IT a i ,d. tri 'tt t~i v 9x, >,a t ._a o vS r w', FLANGE 5CHEMXE RM FLANGES BLIND AND/OR REDUCING FLANGES la or Na d Oa 0 TNKR+ii[s 00 OF 1c or TMCKN[SS 00 Of DL►M1TCN nuwcTU Ib. 01 00. Or r»cRNC47 All 1 oa 1C. Or :410:4~I oo[NMa rL ANa[I C t [ or CTL • An4t W nu1D[ ►aLTt a Of 0+ Oqt ru'a[i FANG[ OF PLAN" or V4v D ~1 cSOlT1 SW NOl[f [ '1" •OLT Nat [i s~ etc" rz' 4c" 4tg~ ^ r :3z I %z" r a _ - 28 1 i4 t 30" I 31 s5` 7z` 38" 36" 13ia` s . NMSVC D1AMCt[A 00 ILAX't - 01A-0 TMMKMESI Of PLAN[[ VI•0 MA11UrADTUWaA ToLtNANcts, av+uot aA+aisA or nASrc - .!n IoL7 cats[ - - - - - - A utA ALt P.A!Ait 6 i1y 1 t T'NtCIC 4rq sr t Pt rtp a,r• : PLU43 30FL1, r1oLE5 ~ n. A ~ it Itw3 it>t LAKV 4" +4L K rFlll 1A[[ !q •'i'' ' 'i' 'S. ; 'Qi DRILL ala• TAP 30' FLG. F4R I BOL7S ADOIfIONAt. MATERIAL REQUIRED WE LO?.'ALr>tPLE165T0 ' OF FLGr. kA.rir 0 to.Aitiaa tL ! i•. Won. BOTTOM 5ID 3 AC; „EKfh~Y.STI•--_-- } • • e I LENOTN "0 V -a.a • 140 LD. 8 LARGER , , ; Y D', ! r 4. E 11$1! NoT[ ~.IWU nA4= Cow" To,"Va CLASS 0. ~ . a' Z r 4u.0 Df.;l L HEAD - • " / 144 t,( .4. i 1 R N ..f wt sn A uDAT • TH L"4 40 TWU 12' t D. & SMALLER 19 OO "1 q'Va VCLUA2L[0 tt[Jt1 - MOP[ 6 Ma,4c[ fq C DW I FLANGE SCHEDULE F1,31F FORD HILL-AWRiCAN,WCCIZ l:.0 yT40. C•2CK Fa V _ r TC'7f 1((t ~J A07t•201 PI s-tti110►14 Y4C,S iT ~ayYta TV, '_5i.~-~ Me "Q'~'' ! r4'iP r. I' "el N~1. A•'+~ ' BEN 1 ~J► SET [ALC. {t,A►P.DUE REVISIONS usT- ~•r G. TO P.CC E YO. TO CUSTO P.C. .U ST FOR WIT. APPROVAL , P.o. NJ.FOA COST. R(CORD IPnEN7 JOB _f IA'C" k ''1.~tL 1, f~l At,T ETS INST. r1 tiurlS R NR Y P G _ FANS r SPEC. NO. ORDER Of ilo;,-pSALES ENG. 1 ABOVE DATA FOR B 1 F USE ONLY _ Ss!EET N0. CONT.ON SLIT. OMPL(TE LIAIVERSAL VENTURI TUBE (IN LINE$ CAST) FINIM &I NSIDE a OUTSIDE - COAL TAR PAINT OINSIDE._ 000TSIDE SALES ORAWINGSs REF; tel-. 42-1 M 4"4 C.T ACCUFLACY i 3/4% ' N;AOLOSS 4,5 % UIFF, N t;o tS W 4 A4 ~z j Y 4~V~ 2`, 44Q4N' h~~~ p4~ M., . ~ ~~/H~~.r.~yAil.. -TJO lli•►SSr.'►.,A~F1r1~' 1St1'l•.'Y11p-plf~ ~.f•i'W'.IiIJ' FL7JYVrFEaf~ts• @~Y' /:Y.~it1~ M,{ i:N SERVICE, DESIGNAT1014 A!MA TAG NO. FLVID i fCOn r0. SERIAL • ,w.ne-eaose.m,. 1W.% nnrn.aa•.a.ssrr~s OR ITEM L ORDER NO • 1.a..°/ r~Yas++o+aw,aanrar.Y!'a.p~w++,e+wmua-....- +`.vttev.v s...•. e-.ra.woyy.rer J f r A00171CNAL IHFOR,VkrICN A"I4/00. l,CCESLORIES .L 1 t.. L"~•.~~1 i rl 1D rt.!-.!C{ v;% k, , .-c-ti kc,~ 2G~'1-i, f~l kIfJ:Y FJc 'i, c. 1 2 .1 T:~!1•i?~I..annly. Awwnp .w..-l.~, . gyn.. r w.Ir w.....-'a•~T►,Mlh/Iw n.`r i • •J .v s'.: X74..:, G x ~Y w .r5; x;T M1r>7~ p?' sr9~'' y~' +~~.~'~~le vh7;~9ev 7~"+se~.^ *![~F: r T L4 i v h y, 4 tt~q - ~h- i'1' ~j art 1 d.t au.' c sv r ,t ti `.k. dd 4 i 4 ,cr 4a s e e^ 'f t. S a a, r ~~r. 1 ,4.v # 1 k J • . . e ; i a- y « ' . gas 7r jolvm= PAM" ! I E HOLES, F Din ;--A- -IT 0N'GAB,C.SIRADOLE CS BOTH FLG;5. NPT - PRESSURE PIPE /CONNECTS HERE r t:l-P~16F3 5tbC r 1--- - - j _ - I - - f biA I t It dq.do~~,~ s?o biA. ~ptA: a to ,l i • ~ i.....~ • ~ L L, COOr ,1` C71`~l ~0-Itti A•13.0 20167 •L~r.bQ"~ ~ ~ 7tv ~~~+~1-`,A 12t1 30 E3.11 400 2355 8 L~:B s! 38.4 2'g L8 a -mot r,~t3t,':'A-13ii C•Z.1.1- LG 5?~ 2 ,9 7D Tmx~ I11e A•l~. CO t its t53 o{) 90 77j- i;►..,L' yo etas • 3c,•Icit 36 Lt 7_o ~9 8 Z2 cr,,,414ro I 4234 6 82 ~ ALL DMENWCr4s MOVES 7 30 { yFT♦F'ORYII"'CCF2 Lo.~«ee..~«e 70/9 -r Mt r'oa s wnata EIEVA110Nr.,t y~~ uz~n~ •%:n►:~~, Iq~Kf'T. - REfiER TO Vh't nwG..<w/ rw%4 /rrN NfM/ M , . REFER TG OAIA OKs « ~~.IM~/,FOI BM•C' jw,tr Olen to m ♦ rlr./IIOMal4(r!M/ ,•M NO• C- .may ♦1 t e 1 1••ntt lnr,IHy.rw;` Yht~Ci.O AL`'L't♦_t •Sf~ ~!G O: r wn -r r r~+y •Ur. yx •1 ViM H r/h r.r♦ .f04[4 ►JO( XNZ % K' /v it ir u.rrn :w.. r. q;.•:..•N r+1.e ei.u Ir;♦• ro r 1 Y/♦` l,.'1 ..':r nY Cla.l • ~ .'.A ~ I YI 1 r y as dl~k • l~h e ~ ,{q' 1~ ~ s..L y i ~np~ a! a' r `t h f .a °I ~.%~1'", r M ~ ~ Y a k .i, ay J az",yr. lye ~n 1 'E prF ny y, ' i! w. t. ~n S '~a~,~ ' Its' p"-.n~ y. 1 ~w .t '4 t s ~x~~'''r y, . S ~ may,{ r,~. 75 y~ '".tP 1i. ' ^1 f k ,ti'. .;:.J.~4d~ us1.r1~'r.Trr;.~,...~►s~~__ s ~~~7'.._....~'....r. r i t ~ Vt -.►~TS. 9 L. tlrlo ~ :fly uT Of VVI, TFEC4AD OUST. 'kl>'MENT P.to .OnT. A.O. rmw CG11 'FOR (UST. Appltovft, ~sETS nu T. PAIWALS R N; r a 0 h: r rr;,;, 1r,,;, moors 6 srEC. NO. {rY _ S"LES Er;O. J? ABOVE DATA FOR B 1 F USE ONLY r T I1. L .•1r%)Ii ON SHT, .0t1PLfTE ..)CH?..ROFLO TEtENETFRI;IC T 'tlS ilTirR, 1' f,CL'?i t':ll 1rl1 ';rr DY OtfFE Z,:T1AL 2_ FAE'+SUAI AV,OSS A f?,I::SaY F1 Si+,'I'LY WITCH i FUSE (f0?'ickLY 0231-0!) is 1f.R SUPPLYt 117Y,o (0'0. Ii.DTiI"i'"~,) 5.1LES DW.W111: 231-21,1;2"1 f"E f k ('PTIC'. L V,4rtjcgjs ~!R trL~.LnI.~ • w v •r. .fir(/ V~ //a'~w r r 1 J. V,',~7/t.! . 1rs v ',l1:r tt~ sJK''.•s~.•4% 2 Ao~ . e~4 r;i1 r'4 •i .r ~O * ✓ r. ' err' ~~k 4z 46 r _ 1 KI I II -t. t. ~ 'r 1t' , . ♦ v.n .w•r . y. 1 '+.♦•.4 rrr' -s..,,' r,r"I.a~.~.. /N r ( r;ln ~ a!~ Tl ' ~ ~Cr't?.41E5 ~/V l s s, K7.". -er..e:. ~.ks~-ae~r..r +uY4YaCa'a: tzsa: •.3'. y i I I 4f f' r b" •yW J~ro.;~ k, Ai._ ° ` ~ v~,!~S ~ .r. ,icy Y7;,✓ n~ y,C +i ti e+~ ay toy r: r1°Y p`-. a! dl t y, < r-YUk "'f' ~ a, w~r '8. 'n" ~ n A ,rr u i Y:r *a y ,w 4.^~'i Y v~: ^l p F., Sst, .any. Y' y Y,. < ~•r'^' i'r. rd, q .(~Jr~ -sJ~',~'r+ ~ ..u f,~ rid ~ '~Y~ •L i. dl'iE Z'NI PIPING RECOMMENDATIONS DALL fJ.gW TUB - OF R VENTURI TUB FOR WATER COPPER BRASS OISTAltCE 1 so PIPE FEET O D INCHES GATE VALVES OR 0 10 3/8 I14 PLUG COCK' 10.25 1/2 r 318 ALL PIPING VINIMUM SLOPE IE. PER 25-UP CONSULT :01r7 IGH PRESSURE Ow PRCSSURE FOOT PREFERAOLV PER _ AIR OR GAS FOOT CONTINUO':oLY IN ONE DIRECTION 0- 200 I 3/8 I/p ._-....-~T VENT VEIy . 6L08YA VEl~ YAIVEi s f089 E SOLE 9LOlil£Nt[~I.E VALVtd VALVE . 1. _ ALL PIP140 FRJN THIS OR1fICE PLATE 8 L MEN ST.'WDAkO FLANGES POINT TO VENTURI TU82 NOT SY W CHRONOFLA r TRANSMITTER a MODEL 231- 41 LOW DIFFERENTIAL CHRONOfLO TRANSMITTER , VENTURI INSERT NOZZLE-MELDED 1 MODEL 231-ti HIGH DIFFERENTIAL CONDUIT ONfDECTI0N9 CA, CONNECTIONS ~ . VENTURI INSERT N0229 :.FLANGED TYPE r s I p INSTALLATION OF CHRONOFLO 3s 3: Or C TRANSMITTERS MODEL Mt-21 rranavcc . r. "'s A c WITH DALL FLM TUBE OR r;;~;.ia-: Yi VENTURI TUBE (1', 231-19 aa~r>•~ x t If } ,r ' 7` T'771 Mir. MONOFid' 'W►NSb11T kR For Flow Model 231-21 A LNtf H ORNCNAL-lICNAL CORPORATION ! • MI0V10tMML40CCtKAVV62o U1A D1MEN8rjNd Mercury Wen Actuated 'QVlth '✓arioue Differential Proficers M• !H _ MOM •r pI RlMIY[I ~ Wokk ilk (ON ~ 11 t (Into N i ~ pt" wo Out, w 332a+, r 1 !1_ -~A~n.(ryA arPLAIE+rt(nas r-- WAWA lsre vAr , I 14mi V9 All ^ts .r. i.. ' - 1 M. r.ii 64 IN llkiK. PLAM lLL W% -urn rWf _ Tt.MA r !aril trNq s..r- twnn • Ir~~- 1 • L RUA r0iw1 to Y K AWM KITT 040" rKA It - C4Drgn10A 1 NOW r i •N l'Y1I~+- ~ : .^~uR11tA KrIK(_N~WASUM RL.•'~f i ~ M ri- IT r` twµ~Att(A rcra As ADD-231-4 11/1j'58 .~"~1:' f~" lt~"F':.f'•""aw" BIN-231-5 3/31/67 powod k, U. S. A. wtrtRt•PUMPS ICON' M 6/e8 Bapersedes 231.21.42-1 (5/87) Ref, DR231-21,42-1 l i~~~ v~"~ir"~CC`;rx3 ~ ^ r yYC' e n h 9~. . r a', , i ) .k.j2 e µi b9,:~ x C °i r L' w.J.'. v-~„ Y ..y A to ~•i A P SY ~r ffi ;~5 't,Ab'1 1' „dn ,n Y'i • ~P a !ra wl yl i~~ ! r ~ , llf^, A~i'.~(SR~Ii u'pli go, d 1DR C',1911EST' Y." I?Z {..ham s I f OC Iib, !rH •M +~U2pt oori_2) .girt.;.~..~. ~r.~ W± ?r~'?•?:IE h!YI IbNS UST .:MTCU Lta COST C J; : M% TO P, C, li! OALLAS, i'EXAS SIT& G O- T {V To LC. T9 P.t. UST~_P.G FOR COST, APPROVAL ti91 S 1~ l1FIt FOR OUST. AE ORD HIPMENT JOB •11 T.P, r ~E~Tyf INST- MANUALS R NR Y P G ',JEIITCr,'I, '(Ems. ,_U4Hf 6 sm. k0. ?9.OER BY~♦r•; 5ALE5 F.NC, dY AB,OV_E DATA FOR 8 1 F USE ONLY a;i(fT NO, I fco T.ON SHT. 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