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Home My WebLink About11-1964 .:y~liY~~YM~~r~:~•. erO"MGM ' • ' vl ~I r 3 i z 3 v SPECIFICATIONS FOR THE CON3TRUCTION OP A MUNICIPAL SWI@CIINO POOL AND BATH HOUSE F'ACILIT'Y DE/NTON O TEXAS THE CITY OF DENTON DENTON COUNTY DENTON, TEXAS OH TZO s OINEIL FORD AND ASSOCIATES 203 MaCLURKAN BUILDING DENTON, TEX46 PHONE 382,4543 528 KIND WILLIAM STR FT SAN ANTONIO TF,XAS -U L_ ENGINEER,! / PASCAL P, PADDOCK INO, P, 0, Drawer 300-W Warr Aores Branah Oklahoma Oity, Oklahoma \ D` SWIMMING POOL AND BATH HOUSE FOR THE CITY OF DBNTON DENTON) TEXAS INDEX TO THE SPECIFICATIONS INSTRUCTION TO BIDDERS 1-3 1-3 BID FORMi BATH HOUSL 4-5 SWIMMING POOL 6-8 CENEAAL CONDITIONS 9 SPECIAL CONDITIONS 10-12 GENERAL CONSTRUCTION SPECIFICATTIO113 RUN HORSE EARTHWORK AQ SITZ' WORK 1-A CONCRE'M 2-A CARPENTRY 3~A MASONRY 4-A ROOFING r,-A MISCELLANEOUS METALS 6-A PAINTING 'T-A PLU14SING 8-A, B ELECTRICAL 9-A, B KOCEIIANE;OUS 10-A SWf,MMINQ POC* GENERAL CONDIT.T,ONS A-10 A»3 MAINTENANCE B00 MB-1 SPECIAL CONDITIONS B-1, B-4 GENERAL STRUCTURAL SPECIFICATIONS 0-11 0-11 GENERAL MECHANICAL D-11 D-9 & Piping Schedule SPECIAL STRUCTURAL E-1, E-2 SPECIAL MECHANICAL P-10 F-3 PAINTING C-1, G-3 ELECTRICAL H-1, H-,4 CONSTRUCTION DETAILS 12 Sheete MUNICIPAL SWIMMING POOL AND BATH HOUSS FACILITY FOR THE CITY OF DENTON DENTON, TF.XA3 INSTRUCTION TO BIDDERS$ t O+NSIL FORD AND ASSOCIATES Architects, & PASCAL P, PADDOCK Engineers , Have prepared these specifications and the accompanying drawings for THE MUNICIPAL SWIG` I.NG POOL AND 3ATH HOUSE FACILITY, to be constructed on property owned, and kor The CITY OF DENTON, DENTON COUNTY, DENTON, TEXAS, SCOPEt The work to be done under these Contracts shall consist of the oomplets construction of the swimming pool and bath house as described in the acdo"nying Drawings and Specifications. D SIGN OF 81~PARALTf&9MCTS The 0-oner intends that the Contracts be awarded to TWO separate Contraotorej each well qualified for that particular part of the TOTAL WORK, Should the selected contractors feel that part of the work designated to one prime contractor may be best done by the other, the contractor may individually negotiate for that work to be done] HOOLVER, the Arohiteot, Engineer, and the Owner must have approved such an arrangement (in writing) before the work is initiated. Responsibility for such work shall rest with the ORIGINAL prime contractor, Drawings and Speoific tp lonso Generally, the Bath House is described ini Sheets - BH-1 thru BH-6 of 13 sheets of the DrawirrMs, Pages - _ 1-A thru 10-A of the Specifioatio;isj and the Swimming Pool ini sheets - - P-7 thru P-13 of 13 sheets of the Drawings, Pages - - A-1 thru H-1+, inol, 12 detail sheets of the Specifications, The 111STRUOTION TO B1,03RO, BID DORM (related), and CORAL CONDITIONS shall apply to both prime oontractora, both in scope and intent, The SPECIAL CONDITIONS shall apply to both contractors, with tho exception of Artiole 1A, "Oesh Allowances") whioh applies to the BATH HOUSE CONTRACTOR only, The GENERAL CONDITIONS and SP►i,OIAL CONDITIONS in the Swimmiq Pool Section shall apply to the SWIMMING POOL CONTRACTOR only, 1 i'' Certain points of eoparati,o., will, nol. fall under the goner! division of the work, The Biddar shall t)o ronponnlblo to review the TOTAL WORK) and distinguish points of cross referunoo, and work by one prime contractor bo be found in the other prime contract flaotion, In addition certain related work pertaining to the TOTAL WORK vdll be done by the OWNER. The following breakdown is intended to show KNOWN points of conflict, Should the bidder discover other points of omission and conflict, he shall notify the Architect in writing, for a olarifioation of that work, Failure to notify or discover such points shall not eliminate the responsibility to the prime contractors to oxeoute the TOTAL WORK, s'inish_Cradina at Earth germs Both contractors shall stockpile excess excavated materials as directed, Additional fill and finished grading will be by r.he OWNER. Part n Qs To be constructed by the OM A, i Prime contractors shall looate their construction materials and equipment so as not to interfere with the Owner's work, Area, Liahtinas To be done by the BATH HOUSE CONTRACTOR. Pool lighting by the SWI101INO POOL CONTRACTOR, Lighting panel by BATH HOUSE CONTRACTOR, allow for pool, light in circuit panel) and connect as directed, Swina Pool Equiment Areas All concrete work by SWIMMING POOL CONTRACTOR see sheets SH-2, 3 & 4j P-7&10j all carpentry and lighting by BATH HOUSE CONTRACTOR, i,...S,BggIZs The BATH HOUSE CONTRACTOR shall supply eleoCrioal, water) was+.s piping as referred to in Swimming Pool drawings, and to points indicated, Utility-Connsotions 'rho BATH HOUSE CONTRACTOR shall provide the OWNER with his stated allowance for utility hookups) should the OtgNMI decide to provide utility conneo- tions. The BATH HOM CONTRACTOR is responsible for the providing of all utility supply to the TOTAL WORK and to the SWIMMING POOL CONTRACTOR) ae directed, Landeoagings Plant material shall be supplied to the OWNER under the stated allowance by the BATH HOUSE CONTMOTORs Installation will be by the OWNER, L' 2 1'E~ s To--w9 uned in the bpeeifieations she.'0. ve;'ur I;n that ,,c,rtioiilar pArt of t;ho wovk, i, s, s "ViAneral Cnrtraotur'l shall refer to thn ,5WIMM7NC1 POOL CONTHACTOR or the BATH HOUSIs OONTRACTOR, dopendi.ng upon which division of the specifications they occur. "Plumbing Contractor" and Nrleotrieal Contractor", etc,, ohall refer to the PRIKfie Contraotor's Svbcontraotor under wh4.ahover section the reforenoe oenurH, PLAN5 AND SPECIFICATIONS s Plana and specifications are on file and may be examined at the office of the Arohiteot (Denton and San Antonio)j and in the Plan Rooms of the regional construction agencies (Dallas, Fort Worth and Wichita Palle), Additional single sheete may be obtained at reasonalils coat at the Architect's office (Denton), ONE (1) COMPLETE SET of plans and specifications may be obtained by qualified bidders on the SWIt1ING POOL CONTRACT, and BATH HOUSE CONTRACT upon deposit of Thirty and No/100 Dollars ($30,00), which deposit will be refunded upon return of FLANS AND SPECIFICATIONS in good condition within ten days after receipt of bids. All deposit checks shall be made pavable to O+NEIL FORD, ARCHITECT, EXAM d ON OF SIZs Each bidder will be held responsible to have examined the premises and satisfied himself as to existing conditions under which he will be obliged to operate and that will in any manner affect work under this oontraot. No allowance shall be made subsequently in this connection on behalf of the Contractor for any error or negligenuo on his part, ~s Sealed proposals, in d I e, for the work described will be received by THE CITY OF DENTONj D NTON, T&,AS, until the time and dato stated in 'PRE INVITATION FOR. BIDS, Separate conies of the bid form will be furnished to each bidder in trip- lioste, TWO OF SUCH PRINTED COPIES MUST BE FILLED OUT, FMOUTED, AND SUBMITTF;D, and one copy is to be retained by the bidder for his records. M MAMET E s All proposals, to receive consideration, must be made out on the BID FORM enclosed, completely filled in and accompanied by a CERTIFIED or CASHIER'S CH1OX or BIDDER'S BOND in the amount of FIVE PrR CENT (5%) of the BID, made payable to the Owner, guaranteeing that if the work is awarded to him on his bid ho will execute satisfactory Contract and Performance Bond within ten (10 days after notice of aw ard p and that the bidder will net withdraw his bid for a period of thirty (30) days after the soheduled closing time for receipt of bide, The Did Bonds or chsoke shall be re- turned to all except the successful bidder within five (5) days after the formal opening of the hide, If the required Contract and Bonds have not been executed within thirty (30) days after the date of the opening of bide, the Bond or check of any bidder will be returned upon his requestj providing he has not been notified of the acceptance of his bid prior to the date of ouch request, n BID FORM FGRi GENERAL CONTRACT FOR CONSTRUCTION OF A BATH HOUSE FOR THE CITY OF DENTON DENTON, TEXAS 'in compliance with your invitation for Bide, the undersigned hereby proposes to furnish all labor and materials and perform all work for the general con- struction of A BATH HOUSE for THE CITY OF DENTON, WNTON, TEXAS, to striot accordance with the Specifications dated and the Drawings and details covering the plans mentioned therein, for the consideration of the following amounts DOLLARS 4 DATE OF COMPLE`IONi The undersigned states that ';he work will be substantially complete w.jd ready for occupancy CALENDAR DAY1 upon tt;e award of this Contract, BID ACOEPTANCEi If written notice of the acceptance is mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the date of opening of the bids, or any time thereafter before this did is withdrawn, the undersigned will within ten (10) days after date of such mailing, telegraphing, or delivery of such notice, execute and deliver a Contract in the Form to be provided by tho Owner, and give Performance Bond in accordance with the Specifications and Bid as accepted, The Bid may be withdrawn at any time prior to the soheduled time for the opening date of bids] or any authorized postponement thereof, ADDENDUM RROMPTi Receipt of the following addenda to the Speoifications is acknowledgedi Addendum No, DATED Addendum No, DATED Addendum No. DATED Addendum No, DATED 4 wr..,r nated~ 1964 SIGBI~p ~ BY: Dun nese Address NOM If Bidder is a corporation} write strte of Incorporation under signature if a partnership, give full names of all partners] if an individual using a trade name, give the Individual's name, 5 f BID FORM FORT GENERAL CONTRACT FOR CONSTRUCTION OF A SWIhIMING POOL FOR THE 011'Y OF' DENTON DENTON) TEXAS In eomplianoe with your invitation for (lids, the wldersigned hereby proposes to furnish all labor and materials and perform all work for the general con- struction of A M WINO POOL for THE CITY OF DL114TO140 DFNTON, TEXAS, in strict accordance with the Specifications dated and the Drawings and details covering the plans mentioned therein, for the consideration of the following amount: DOLLARS DATE OF 0 LETIONi The undersigned states that the work will be substantially cump'ete and ready for occupancy CALENDAR DAYS upon the award of this Contract. DID ACCEPTANCEi If written notice of the acceptance is mailed, Wl.agraphed, or delivered to the undersigned within thirty (30) days after the data of opening of the bids, or any time thereafter before thin Bid is withdrawn, the undersigned will within ten (10) days after data of such mailing, telegraphing, or delivery of such notice, execute and deliver a Contract in the Form to be provided by the Owner, and give Performanue Bond in accordance with the Specifications and Hid as accepted, The Bid may be withdrawn at any time prior to the Scheduled tiwe for the opening date of bids, or any authorized postponement thereof, ADDENDUM RECEIPT! Reoeipt of the following addenda to the Specifications is aeknowledgeds Addendum No, DATED Addendum No. DATED Addendum No. DATED Addendum No. DATED 6 L,,~&r OF EQUIPMFN Th%.s bid is based upon the use of the following listed pro-manufaotured equip- ment which will be furnished under this Contract, with the enclosed manufao- Curers' descriptive literature and/or line drarings fully desoribing this equipments (List only applionble items,) Type or Manufacturgr Calk No, Pool J ,adders Di•~,ring 3oards _ Diving Stands Life Guard Chair Pool Inlet Fittings Pool Vacuum Fittings Pool Clutter FitV nge Pool, Main Drain Fittings Filters r Filter Under-Drain System Chlorinator Pump Strainer Pump & Motor Vacuum Cleaner Rate-of-Flow Indicator Submarine Fights Test Set Also attached herewith is pump performance curve published by the manufacturer of the pump which is to be furnished, showing relationship of head to quantity of water pumped, horsepower required and the effioienoy of the unit for all conditions of the entire range of operation for the impeller proposed to be used, 7 LIXPERIEI40E RFICOHDi I (w(j)) list below contracts for work of a similer type which I (wo have recently completed, givingi (a) year work Bono, (b) name and address of fob, and (o) Contract Prices EXPERIENCE RECORD Year Deeoription {end Address Amt, Contract 3. 4. 6. 7. 90 Datedt 1964 9IUNFpt Byl - - Dusineas Addrons NOM If Bidder is a oorporation, writs State of Incorporation under eignaturej if a partnership, give full names of all partners; if an indivtdual using a trade name, give the individual's name, 01~,NEHAL CONDITIONS "GENERAL CONDITIONS OF THE CONTRACT,1 1963 NDITI011, Articles 1 through 44, as issued by the American Inobitute of Arohiteote, form a part of this Contract, IMNCRAL CONDITIONS OF TH1% CONTRACT," 1969 Edition, A.I.A, are not bound herewith, but are on file in the Architect's office where they may be examined. Where any of Artioles 1 through 44 are amended, modified, or supplemented, the remaining provisions of sudh irtiolen shall renu.7-;i in effect as written. Supplementary provisions shall be considered as addenda thereto, Wherever the term "General Conditionsll or the like appears in the Contract Documents, the term shell be construed to include thr "General Conditions of the Contract" and the "SPECIAL CONDITIONS." 9 8i'LCIAL CONUITION3 This section shall amend, elaborate or supplement the GI&RAL CONAITION3. The following reference to "Articles" shall refer to the 44 Articles of the "General Conditions," 1, Art. 1 "Contractor" shall refer to both PRIMF: C(14TRACMRS, 2, Art, 16 ~ CLAr.rt`3 FOR EXTRA WORKr Supplement Article 16 as follows: No extra costa will be granted unless presented in writing and approved by the Owner and Architect before execution of the work, Such extra work will be authorized by separate agreements or Change Orders issued by Architect, 3, Art. 2Q_- CORREC 0~'I N OF"_WO_ L AFTER FINAL PAMN'Ci Add a second paragraph thsrsto~ as follows: In the event notice of observed de:feotw has been given to the Contractor by the Owner or Arohi.teot within one year from date of final payment or froc, date of Owner's sub- stantial occupancy of the project, wt+iohever is earlier, and all observed defeats have not been remedied by the Con- tractor within the year, the Contractor shall be responsible for and at his own cost 04al.l remedy remaining defeats and damage resulting therefrom until, in the opinion of the Owner and the Architeot, defeats .*:nd damage have been com- pletely removed, 4, Arta, 24 APPLICATIONS FOR PAYMENT$ r as Amend Article 24 by changing the first paragraph to read as followst Thn Contractor shall submit to the Architect an itemized app?ication for each payment, Each application for pay- ment shall, be accompanied by receipts, waivers or other vouchers proving payments for matorials and labor to date, including all payments to Subcontractors as required by Article 371 Applioations for payment shall be submitted to the Architect on or near the first of each month for his approval, which shall be made within 5 days of its receipt, b. Add a fourth paragraph as follower Architect shall forward approved Contractor's monthly estimates to the Owner for payment. Payment shall be made within ten days of the Architect's approval. Each payment et_ull have 10A withheld, until the completion of the project, Final payment shall be due thirty (30) drys 10 after acceptance or substantial completion of the work provided the work then be fully completed end the Con-- trciot fully performed, 5. Art, 27, 28 and 29 - INSURANCE;s a, This Insurance 3eotion is supplementary and takes the place of where contradictory Articles 27, 28 and 29 of "0ensra1 Condibions,u b, The Contractor shall not commence work under this Contract until he has obtained all of the insurance required under this Article and until such insurance has been approved by the Owner or the Architect, The Contractor shall not allow a Subcontractor to commence work on his euboontract until all the insurance required of the ouboontractor has been obtained, The Contractor shall furnish the Owner or Architect with proper certificates indicating carriage of all insurance required by the Contract Documents, Such certificates shall provide for not less than ten (10) days written notice to the Owner and Architect in the event of change in or cancellation of any coverage, WOHKM4NIS CQMNSAT OWi Each Contractor shall provide and maintain Wor'Kmenle Compensation insurance as required and in complete accordance with the laws of the State of Texas, FU LIO LIABiLx, PY s Each Contractor shall provide and maintain such insurance as shall protect him and Owner from contingent Public Liaoility for damages for personal injuries, including death, which may arias from operations under this Contract, with limits of 450,000.00 and X1000000400, PRO?MTY DAMAM Each Contractor shall provide and main- Lain Property Damage insurance to protect himself and Owner from damages which may arise from operations under thin Contract with individual and aggregate limits of 4550,000,00, SPWIAL HAZARD INSUMN05i None required, FI AND„ E;X NDTiM C RAOgs Fire and Extended Coverage insurance, an B I hi0 5 RISK insurance on a IW% basis for the Benefit of the Owner, the Prime Contractor, and all 8uboontraotore will be required on this project, but will bo carried by the OWNER, 6, Art. 30 » PEktFQHMANCE BONDS Delet9 Article 30 as written and substitute the followings li The Contraotor shall, prior to nigning of Contract furnish a Bond in the amount of ONE HUNDJtHD PER UNWIr (109%, of the Contract Sum, covering the faithful Performance of the Contract and payment of all obligations arising thereunder, in atteh form as Owner may prescribe and with such Sureties as he may approve. No personal sureties will be adoented. 7, Art, 32 - LxMi Delta Article 32 as written and substitute the followings LIENS' Neither the final payment nor any part of the retained percentage shall become due until the Contractor shall deliver to the Owner a complete release of all liens and all claims for which liens may be filed arising out, of this Contract, properly executed for record and an affi.- davit that such release includes all labor and material for *ioh a lien might be filed; but the Contractor may, if any subcontractor refuses to furnish release or receipt in full, furnish a bond satisfactory to the Owner indemnify- ing him against any lien, If any liens are unsabiefied after all payments are made, the Contractor shall refund to the Owner all monies that the latter may be oompelled to pay in the discharge of such lien, including all costs and attorney's fees. 13, Art* 62 - CASH AI✓LOWANOESs The UATH HOUSE CONTRAOfOR shall inoludo the following allowances' a. Ceramic light fixture shells' Allow 20000,00 b, Plant Materials Allow 0 3,OCO.OO 9, SWIMMING POOL C0NT1t1C1!ORs The Swimming Pool Contractor shall, note the additional "General Conditions" and "Speoial Conditions" under that section of the work. 12 A.- a. fAWIMMING POOL S,'VhCX'VX(,'ATY(PNN 8RC:'!In A GAN.tMA), 4'ON0,1'1'i<()Tili A-010 rXIENURAp., liN't'k;NX, Xt la t1W ep0A't3ftr 404 SIMI aa.skelts~rY<►;1~caet irstes~t pC the uwlspsssin;~ pool. plain, and op rielf AcAtiaasaY„ t r)st(,tlaer vri..rtx epedg.1 dotai.i•ed (Kawings,, to px°ov,-Pall oiji rstImplet'a llwtibnporl '111naaiog poo) . with related cotxaatr:~u(aYAWL find Ombrneing All sxnconsorien shown or impYiod In Min PINT as] MId and nsoosaaarv, to ncaomplimb tho i.4tors$ of t.lio caoairol.-ts, wk0l only such excegpa-' i(mm Rag na'ee raps0nt,`C1,'x,1t1y not,oO i1orni.n. f.'.Irory- thiing nocommury foi, tho oor,spilote) uppuedattlou We thv pool 0A;hi.n tho s9pPotfio ii.mitcrf covearfad by i;1t~a pool ppr.anra atsd rapee;ii~i.<su- twi.one m1kall bed paroammmed to bo i,xca:csarl,4d undar the pool coektraotL whether ox' not all minor iteaara ide nt.i,c ied, ttrscl covered herein. All mater.iaaY.a timed in then ens'mtrtint ton of the poW as;hsall be► new and the beet of t10.olr f:vopecalkivo kinds samd P;(i wosrlemtmhlp shall b* they beet ava:iinbio and the work f.hRYI he oostplotesd in all i,esp octFs with tho jr4rousstrc7est turto mnd prc a leion of woxla:aaassa"hip %Vithin the limns oi' th-0 VATioasa t7:ra1M, v,artpioyf)(n A-02~ WAIRRANTIRS OUR Y1SM The Contr, v►utor i9luk a. wss>:'?.'a«'tt a'0. cl t nmiAb I'Lif tho work p o ri ormod undey tht, pool Kuontxlsartt to JA9 S.'rov t11`om dox --!eatr, UL matarisx113 ano WorhrnAmR,,111p vrps.l,4yb, ml-o t.siksorklat nod i0a;h3h benosso sapypatarorat, ai;thf.ra sk parAotl of rrsara N)IPFO' fi'Mfl Kls a,r crt' neYctr.psl.aes~r,a Should "Ashy 416fo sto vmcmfm 1Appuk't+a13. 0111..:1, mrr tjot th ),eolsv.t oi' Likimium). nbusan oi, t4cgfbint, tuid W.ktAK0i ak-1) lX7' orid 4 f►{+.f. to 1J' x0aeonably expaa9clt40 frond ot'ci:t►~s'i'y soaa.vgs., °as4'.hIn 41s:1.17 pnr Scam; the Contractor nhu'.1. repair them at 111F, A, 2 A-08a ARitA 1~cM5 YY'4~ 9 It In uflsitt'1fo1 -to dYF} •4 i,P4 '1;4-,rA11 ..r3tf `r'i, , jF l3'sS 's°. 3A il3Y'i `I 1'1 t; y i'K,fa;• r t '1.h¢ 02 i1 ~1A1 i'i(e 1; r°ni11'i, !`''1 s'4 'I 13 i i`? OF .C 1,;a1 Pt'A 146 '.114 ' t i)f f i r ) f:i1 pool 83tt3.Rl:tllMr4 to,F~;l:tr7lr. !S;9rrr 13, tl' ) '1u1' r<~ > 'FIfW1r- 9', t}f/, t:,v: CO f 6!C.lilT) i' ctM i. N 'I:11t t ,r3, i i,; i 1 33, Q ? 11 torpl. doximtn '1. Vvo looX :'.irsSlft.t!.)!h 4TY;F.;1 5t H!1 R31'St,'1S .1.111 ,i:r_t). 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MENT S9)3M3~TTA1,N; AM) 43ROMI(W-'01164 Cf3nikrtott~ t kll:f;1X'6ltli<i G°:0 F1t1 Ji1 { P,51`:R for 13hit Vi be 1i1 ^i!t.N'f1 to A 1A1,FYt OT T l1.11.1)'90}1t„ 1,'C)ytnt'11i1Y, 11-49 )fJ'y)..r,{rtNl".` a 1:kXR@rd`# 1.IC~t}ff l1~ g+Q141.~73i)441~,tvlaliakl 3x)(?-1ytY fiTlitKlt!•v J)t.'Cr13b1+f,';3 5;~1 ~113'A~RJI'1., 1{'~.'')~,Ns~1 1;J3.f~ {rianlM~~t'~;11ktHZ')fi 1}ttih,:i,. 3!1;I,T~t1: 1'')jfFr t3^ ef. ~~'/fe)_; Ft4't1t51iS9t` 117111 i rt;=i'4'o ShNA,t: kX9 0tWC1106 011WOt0, 00 S,:!'%1!:!)"17!Y(tffEIj;) J.()ij Y(j) y„i t411"d) fAfJC3/C1Y ll'hEt il7'ill4t)111;i., r?I.+.:fx@'Nt11~ t-;r-Rj l'I:i' ..{131:II.b givI.np, d mmrin ImIts ; 10,vilovj1)1!;, 11'i.:kjylu'~ s 1fa1P,13t4J'1J.4.`.i,mr)o 13f1(3 data Wh1eih wil i 011 r. 1)44f,! i),:" 3hlkif,;1t31r;t)1l4 ~fi.'tvl.?111" Ilf evay.laty tbo P. ti13A5,),1't?o.}:J{: ,),1 i''iw '.lr)j'3 ff-, {1' rI11)111Hti!1.l. 111 ft 'r1i` ff{. PUMP tlgl;k'f oviatt)V3t w,11,11111I1 13191) I .l'''i3t;1t1 1))V i',/ ;,U.3'mf.,, c;l.t =.It''_ ()f' i:lt,l p? ap 1Y1s.1.1;h 'Uto 11 i')^trla` p~i)31t9;'cr1; tit ! s1, si.r+rt 3;1,•1 'h t t, 1',6'()`t.I t): with OFLIc . bid, ishowl-All'r(A!; f. LCb)*I)1)!p hf'-1:A lI: 1jild++i'a 'OyAt*X 1i1ARuf1Si9{t 11 1)t)fi'1+1 1)+aiVi)R ~'~7r 1111:4!+~ ktPtGi %.,1t! ,r„'1 f s '~s,;t1i.;;il q" un t for asl,1 contt3 OJ.cswi of 4111o 1,1., 43 „t', tiYl t)t}!,t1=1;1,r.,Ft the 3.1ap"1lo'r fT'1:+}wlod t0 11t.,1 141'rA., xr. n11113tr.d,tilt +::CJ 1.111' f,'l1v':, 3341 `t 31 mile o at f!(3~131.' f1f'ISL.:'J.r3t JVYf l'1 i'rt, R't,''Li'. {t{ :i 1=~<?'I C:i!s. Y, j1{1~t~1:rf n it:t't%3R'3(,!', 1.1ti(d3'tt3< i),at,t I 1+t`11 i t1' i rs'ft3 'ilfi It1Rt'r if`.' voilutrAm Ivor) by tFu Y impt'rt; t'l ltd 1,)31-,7 iAtrai 31i n t,f1t), 1 i i')11i1`ti 1"fa Is,pp.vGvt11. of 1116) )"'A gI.11i`w, pr Aw 11; 10'0, )'t1X'07,LM, (0 +.l '"'(R~- ~ z1W!YAi,., A-3 Ar-04, Equipment~Submittaxs uncX E~s9rautreaait?i.u X►E)vlatti.orxe~ _Cgn%1, rid„ ♦r«. . • . Yw ♦ xvw+wvM+...wn. r~ra v... r.. x..r. Wherever in these swimlmiUfr POOX sypodif loo bone, strny ieagignstS,ad material v oquipmnt or paroare srs is speecifikod or by it proprietary trade name ny tho nuvo of a muatiufactuver, such trade nasveel or matnutaotuye)YIN nsiro3 shall 1* doamtpd sololy as a method of faall;l.tatimp doflox-lpt;'.ion u,'f t1 s 0harraat%9x And quality of thcl wateria7l, sq uiXrmont o,v 1)rocons1 desired and shall be considered, in all ojaxaofs, to Ism Vo lAowed by the wards, "or equivalent and oX equal aIeaaS.:lty," and any material, equipment or process offered by the Contractor othox than that sponified by name may he MoceptAbles, it,, In thV.a opintoat at' the Ynspsoting Inginser, it is oqus:t in quai,lty,, Thim ohml:l, not be construed, boweverrv to permit Ray deviratioan whiUh will peavmit the use of inferior weAtals, flower working pro ssiiro or anything wh1oh would decrease the stsreugth, vtabiii,t,y„ i►ertotuAonmJ, 034ity or Rite expectancy of any oquipmen t or mrtass+ent of tho jobs A-059 POOL PLANS AND SPgCUIC/a'fXt US,- ,M.+-rnTM,.ny.In.-wM.ir/w.I~u•M. . •.e.«..«t.. w.w p.w Thee Plan and Specifications zov tho swimming pool are supplementary to each other and itewef of work or detaiuts called for or described in oither shall be doe"d to be covsrayd by both. The Plans and Specifications doseribo this ohasraclov and quality of the work to be dono and the ContrAetor shall esupXrty emytbing ueoessary and complete *U, povts.iona of the work seationod or shown. Pool hpe4iYiotat:lonw, in goneral, shAll take proo*donoe over the Plane and largo semto drawings; over strall scAxo dxawingo, sboatld oontradictlono or di ocrepatnolos he found to be pronente Rotor to the Arohiteoturasl k%.tnms and Specifications for itersw of cork or Beta lAs not ohown on the pool plane ox ooverod in the pnol rsXx,cti:Pia3sa t~.sanfs, A-06a WARRANT XHS _ TX1( YEAXtt «,u N..MLr«www.arh,♦vw...wW .w r+w wwrµ.i.x In addition to the One Xei1sx! Wasx),vL%tlryrr In Section A-02, of these tipeoifioations, the ContwReto r abu-11 espeeifft0wily gi+gsrantse the filter battery to ottisfuastorily preform then funationan pox which it is intended In removing turbidity from tho writer when U,a plant is operated In ttccoralanoe with the atia.nrtfsto urex'ri irreatrucUons. This guarantee whall cover thin taq~ J.pmant, ur:ts~inor, the need for anv replacement parts or repaint being Vt,quI-1410d as sA r0f4u1t (af normal. operatic u fox! fa. pox.lod of Con geaat)^an 7[Ho tibstli not bf doemod to wean the Contractor nha7ll be ra.nponn.f.Mm for d6imAge (Avi, to frtaasiug, an a result of the Ownwr'sy fairisu:o to dvai.sa eequsipmont :i.>ca wintor,. gross improper oXxsration, an Apt c):f God, or any slma lmr•r natuso„ I 1 1 MAINTENANCE BOND KNOW ALL MEN BY THESE PRESENTS: as principal, and as surety, aro held and firmly bound unto the full and gust sum of or ~Fe pay~aen a "w i oh; we~i~ an xu3y o"die mach; we; as a each of us, bind ourselves, our heirs, executors and assigns, themselves and its successors and assigns, jointly and severally, firmly by these presents. Dated this day of 198, The conditions of this obligation are such that whereas said Principal has by a certain contract with dated tike day of , 106 agreed to construct swimming -p'-0-01' and to guaran e"e `trio pool-i7sfructure against structural, defects for a period of five yeas from the date of acceptance of the swimming pool, This bond shall aovor structural defects in the pool structuro only and shall include no finish work. Structural defects as oxpressod herein shall use doomed to be any dufoots which represent htrue- aural failure, deformation and/or any development which reduces the value of U.e rwinforcod conerato basic structure as a vessel to retain the water in the pool and to support and exclude exterior earth hanks or subgrade, (This bond shall cover structural defects only and shall specifically oxclud© failUreb not a result of defects in workmanship, material or (1esigla, such as cataclysms of man or nature, falling aircraft, ato,) As a definition of the pool structuro, it shall be c6nsidered to be the monolithic pour consisting of the pool floor, the pool footings and the pool walls lip to the point at which the lowest construction joint occsurs beneath the pool docks, `i'hi;s Maintenance Bond shuXl be and is limited to tale guarantee above expressed, Now, therefore, if said Principal for the period of rive years from and after completion of said swimming pool shall corr.oct said structural defoots, if any, of the pool, structure, then this obligation to be void; otherwise to remain in full force and effect, Tlninto on iice 130 Iui, (bnU:inuocl. It is further agreed that if said Principal or .SlAroty horoin 1411all fail to correct said structural defects, if any, for the period of five years that the cost of making said strkleturnl corrections ahnll be determined by the Inspecting Engineer or some person or persolIB designated by the "f -0 sass c0r£afn same,~and-I-Uupon-UITr£y-M-day no-fiia tTie suid amount ascertained, shall not be paid by tho Principal or Surety herein, or if the necessary corrections are not mado or to be mr,de that said amount shall become due upon expiration of thirty (30) days anal suit may be maintained to recover amount so determined in any Court of Competent Jurisdiction, and t... the amount so,determined shall be conclusive upon the partieh as to the amount due on this bond for the correction of this work as covered and included therein, and that the cost of such corrections shall be so determined from time to time during the life of this bond, as the condition of the work may require, Signed, sealed and delivered the day and year first above written. h By: SWIMMXNfi VOUTo SPSCX' ICATIONS SRCT ON B - SPECIAL, CONDITIONS B-01, GENERAL: The Glesioral Conditions shall apply to all stapects of the pools projoct, oxc;ept where conflicts may occur between the Gleneral and Special Conditions, in which case, the Special Conditioixei shKil rovers. U-02, 019NERAL DOSCAIIPTION AND SCOJPR OF KORE1 .yaw w•+4'Wow..1~w\vln.~•wwVMYIMYFiMIVV~Y A. WMIY V A.• lYY.V'In. V'• The scope of the work to be perforw*d under the swiming pool portions of the project shall include everything shown on the pool plans or pool spoolfications, with only such esoeftioas as arse spocifically enumerated herein, or as covered in the Architectural Maus and Speoificaticns5 B-AB. LOCATION., Tho location of the wox c shall be as shown on the Architectural Plat Plan. Initial lines and reference points for the work area indicated on the Architectural Plana and the Pool C)ntraator shall be responsible for the preservation of such points and shall, lay out his work from then and obt'+in the approval of tht Inspeoting 8nginoor prior to charting any aogmtrtlotion o,pr,ratioURIA 11•-04. MAIN'!Z'SHARCS BONDS: The Pool contractor shall furnish a g-yed►x Maintenance Bond in the amount of $10,000.000 which shall cover defects in the N:noi structuro an defined below. This guarantee ahall cover strructural defects idd the pool atruetuxo only and shall include no finish works Struatural defects as expressed hernia shnn be deewed to be any defects which represent struow tural failure, deformation and/or any development which reduoes the value of the voinfuroed concrete basic structure as a vessel to retain the water in the pool and to support and exclude exterior earth banker or subgraden Thin guarantee shall cover structural defects only and shall speciflually exclude failures not a result of dalacts In workmanship, material or design, such as oataoly"Wo of man or naturot falling object") .toe As a definition of the pool structure, it shall be considered to be the monolithic pour consisting of the pool floor, the pool footings and the post walls up to the point at which the lowest construction joint occurs beneath tht pool decka" li.2 B-05, MONOLITHIC POUR: rww.aW .M..~ wwrr.~ ......r. No alternate methods of pouring the pool structural shell shall be permitted and no bids sbAV be qualified for any method other than a awonolithlo pour, B-06o HLRCTRICA1L GROUNDING: Poor deck equipment *.ad many other items of pool rmeehanioal construction work are required to be grounded as outlined in the Rloctrioal Section of those Swimming Pool. Spacifioationno Theretorea the Pool Contraotar should erasure that all supervisory peraonnal srro acquainted with the elec- trical grounding requirements *v autlined in detail in Section H POOL, MIC1'RICAL ST)RCIFICATIONS. 8-07. (LIMITS OF P(XX CONSTRUCTIONr Swimming pool work to b* performed *ball include all equipment, labor and materials nece"afy to complete the rain swimming pool, complete with piping and :filter equip- swat, and pool docks, all withl a the limits designated on the pool plamss. (See Arahiteott,tral (Drawings & Specifica- tions for extent of concrete dectkm outside the pool deck area and for utilities serving the pool facility,) All electrical work on the load side of Switch "A" as shown on the pool plans and aw noted in Section 11-080 SWITCHIS, shall be furnished and installed by the coatractor of tho pool work. Conduit and nonductors serving the submarinollight.ing circuits srhkll come frown the electrical panels :located in tile bathhouse, ,navillion (Hen Architectural Drawings for location of elentrivAl panels In this area.) 'rho pool Corntractor shali be resipunsiblo for fill, up to deck subgrado within the area of pool docks as nhown on the pool plans. (See architeoturat plans and specifications for handling of excavation and earth work outside lho limits of the pool. construction,) B-3 NP%C1Ala NOTES Oil CJIAX()Rgs 1'lr.p; rs,tx~ay,x'i4~re,; ~.uj~s cont~►innil in Sections C through H rn~-uwSa;; thIs .';'ootlon 130 nre ganerally standard pool speei. f iuxt (0n'3- Yo the evant of a conflict between the Special Notes km1ow and thesd t4andard specifications contRined herein, than the Hpacial. N'otoc below shah. govnM Ya Beetion C-13, CONCRM TEST CYLINDUS, This section shall be (Aarif;l.ad to iA*an that teat cylinder samples need not be taken by a testing laboratory,, but may be made by the Inupenting Unginwer, or job personnel thoroughly familiar with taking nlgch "AmpLim, Compreesi.on tests of such sampl.a oyltndara shall be wade by a recognised testing laboratory a))proverd by the Inspecting Ungineer, 2, Install raoAmg ions anchors only, without eyeboltsp in tho loa&tiona where ahown on the Pool Mane, Anchors shall be American Sanitary #41144, or equal. Anchors shall be installed in the face of the coping, 1" above water level. 3n Under 800t10A 0-00, CONCUTH MIXING AND PLACING, ireWORAN to 30-minutes is tb* third paragraph shall be changed to 45 -wines ton 4,. Under Hoot-Ion 0-VA., POOL PAINT, chlorinated rubber bras poo paint rcn mantif ctured by Kelley Paint Co. $ or Wilko Paint Cup „uxYio, p mh.nll, be equRlly accoptableo B. Dolete Sootion C-17t DHC'K 1UNi)1 HVINNIM C~ Dol.etr Bootion D-10v BOSS B113198v and refer to Architectural plans And Spooitioations for this item. Yu DeXoto 3ftat:ion 11-04 Anl,!A IsIGRI'IN0 STANDARDS and Section IH-07 POOL AR4.4 1,XGkT1N(1, (Be* Architoctural Drawings for *overage of these i ,omu6 ) 0b Delete Section Ir-06 OCALM 9, At the contractor l m opt ions PVC t3obedule 40 pipe may be used for the ,1.ntor&Xre of thy, fi.itar underdrain system, .0 , Type+ RNYI wire ae speolfieed in soot ion 11.02 shall be changed to THWh 1;.. d H..OB. Special Dotes or Changes, Contintwd: 9. The Contractor shall conntruot a valvo Manholo at the Approximate location ahown on the 1Plans. Manhole shall be of sufficient depth to bring in main dr^iu auction sines and the top elevation shall be at pool deck level !6'be top of the aaahole shall be fitted with a light traffic manhole cover set in the reinforced concrete deck. Manhole my be roixud or square, with nufxiciettt room on the inside to aoaomodate pool suction valvy s, filispout valve, winter drain valves, or gutter rvaAte and recovery valves, if shown, Standard manhole stops shall be installed to afford oak* of ontry aril a xi t, Manhole shall be constructed. on a concrete bans d alaiaumt of 6" thick, properly rei,nforoed and extending A xinlmnam oil All irides opt 6" larger than the waacia= outside diaoaxioaas of the manhole. Manhole way be ooastruot*d of b" thlok reinforced coaacrete wails, or at tb* contractor's option, may be Wilt of 311 thick walls of brick or block Maxonry, plastered on the exterior face with 1/3" of 0~12t plapler full height, SECTION C~- GENERAL STRUCTURA,HPI-IC IF'tCA'1'IONS C-01, LAYOUT; The Contractor shall est>~bjislr initial linos; and grades for this work and obtain Approval of name from the Inypecting Fngincter prior to commencing construction operations, '1110 Contractor Shall lay out his work front data and bench marks sliown o,, the Plan,i and shall be responsible for the preservation of retorance J+no-; and bench marks shown, and the Contractor shall be respot smllrlo r'ar accuracy established And a the sl(~lanfiaAnd grado to C-02, SAMPLES, The Contractor, in order to fully inform Clio Inspecting I Rngineer regarding the quality anO type finish of the work, shall I supply, upon request, samples of materials ho proposes to use, Such HamploN shall include; a. Aggregates for conorete-mix and concrete-mix dosign, 13. Color .samples for f,iniyh work in any portion of Clio ,Job. r„ Cornp'le'„rn descriptive literature and/or• r4amplen of oquipmont. d. Concrete finish Hamplos for all sections o.r Clio work, including Clio pool floor, decks, etc. C-03, 1XCAVATION; The Contractor shall make excavation for tho pool sufficiently wide to proviclr) ample room for double-forming of all walls and footings, Excnvation for pool footings %hall be extended to dopths, shown on Clio Plans and shall be carried to matorial of raatisfa+'tory bearing oapacit', Over.-exuavaCion for the pool wall footings or for any column footing shall bo roXilled to propor grado with Concrete of a mix consisting of l-part cement to 3--pavtsi marrd and 4-parts; rock, loo filling under pool footings shall be made with earth or other loose mato rial, i C-2 C-03. Excavation, Continued. Excavation of the pool floor ";ball coufotm to the SUbgradO shown on the Plans to a toleranco of pluL3 or minus o,10 of a foot. A 2" continuous gravel cushion shall. bc; 111Sta:ll.od botioath the pool floor at all locations on the shallow side of tho lifu line and flat o-~ near flat sections of the divine; area, 11710:i5 Otherwise shown, The 2" continuous gravel or stone ctshlon bontatlr Cho pool floor shall be increased in thickness in areas where, during t)l process of preparing the pool floor subgrade, over--excavation has occurred, so that all fill benoath the floor In the shallow portion of the pool slial.l consist of gravel or r.riislied rock 1/8" to 3/3'' in size. No oarth fill sha!.1 be mado benoatll the pool floor i.u the shallow area, The Contractor may provide, at his option, a 3" Continuous oushion cou.sisting of gravel ox' Stone ranging in Size from 3/8" to 3/4" Ili lieu of the 2" cushion q,pocifiod above. Over- excavation during the proparati,on of the pool floor subgrgdo for the diving may well ma' be corrected b ~ ckflllin with thoroughly Y la Er compacted sandy loam material. Over-excavation under slabs other than the pool floor shall be refilled to proper grades with sanely loam material and thoroughly compacted in lifts not to exceed G" in thickness. Bxcavation for pipe trenches shall be along; straight linen to uniform grado and shall have at least 6" clearanro between Clio hides of trench and pipe. Tronelieh for boll and spigot pipe shall be finished by hand with boll holes cut, to roeolvo bolls and l;radyd uniformly to provide a contlnuous beartnu, l'or Clio barrol, of thy: pipet. The Contractor may, at his option, lu l.lou of CuttJ:►[1,' l)ottom of tr.onchos for boll holes, lay the pipe on a 2" sand cuehion and after the pipe is laid, 4" more of sand shall bo placed on bowl sides of pipe and carefully worked and compttt:tod under the pipe from both sidot, to pz'ovide a f irin bed under all parts. Tho p.tpn mu,;t riot be jazrod or rriovod during the c(mipaction of thJs sand. l;xr.avation for fcioti_ill, - or ror any midi nla80111'y wall Slay be snfficLently i4ade Lu provide room for doublo--foi-ming, or may be lI,.r 1'urm .d a C Clio Cun Iraotor' s option, to nod C 1, i nrs;; So ilia t cuncroto wt ,y bti potired against oarth banks. In ilia :Latter instancy, t;•.,poc:ial csi-e shall be oxereisod in finJshing Lbe, ronerc:te to 1;11t9 eXa(lt requlred (3Iovat:lons In a hor,r,ontal platla, iu ordoe Co piovl_d(i a uniform brio upon which to lay masonr,y uiii t:~. The Contractor shall be requirod to provide any addi.tlonal fill material that may be required to rough grade the area -4111'roundln14 the completed work to conform with finish contours shown aild withi-u the limith of the work shown on the Plot Plan, Any oxcess excavated material which is not required to conform with said finish contours shall be spread, evenly over the aroa surrounding the finished work at slop&H not less than ti" per hundred foot, C-3 • C-Uh, t1ACKT'T1,L; Bnckfill around structuros shall be placod as far as . practicable ws the work pi og;rot;es. Backfi 1 around tho pool walls shall riot bu begun until five (5) days after the pool concroto is pourod and then shall be made tr, only half of the depth of tho pool wall. The remaining baekfill around the pool shall. bo mado only after 10 days have elapsed since the pouring; of the concrotu. All backfill around tho pool and other sLructures shall. be mado in lifts not to excuod 0" in thicknor4H and shall be thoroug,ty compacted, using, only sufficient water for optimum density, At no time during or before backfill, shall excess water bo permitted to accumulate ai,und the pool walls to approach saturation of the backfill or to constitute ponding before back- filling hag been completed. The area surrounding the pool shall be graded and dykod to prevent surface water from draining into the aroa oute;ide the walls, Under no circumHtances, shall the Contractor permit water to accumulate in the excavated area ir.- modintely outside the pool, walls. Backfill of pipe trenches shall be free from rock and firmly compacted on both tildes of pipe until fill is 1-foot over the pipe, after which fill may be made in any approved manner with any inorganic material and thoroughly compacted. Should excavation for pipo trenches be in rock, tho trenches shall be over-excavated a minimum of 6" and eginl.l be backf111od with a minimum of 6" of till, sand. C-,05. 11E I N F 0RCHMXNT: All. bstr ro.hiforcomont shall consist of duformod bares, c;oupc,rmi ig with tho currant roquirumontH of tho American SocioLV for 'rusting Materials for Intormodiato grade ~steol rol.lad from new billots or rail stool, hororo pouring, all r tool. shall bo cloauod c.rl' lr;otio matter r;ueh 11H rust, soale, oil or ether foruij;n matter. • C--9 C-05. Iloinfor.comont, Continued. • Reinforcing shall ;:o form d to the (11 m nsions shuwsi on flans With all betsding on ,s rncliu:, of ::oL .lo:,m i;han 3" and all bar splices shall be lapped not loss Ulan ;10 di.utnutors. l;spocial care shall be given to onBuru Lhat batch spl.ico~.; do not occur at corners. All steel 311all be accuz':sto.ly and rigidly tied in place in position shown on the P.au5 and socured in a mannor which will prevent displacomont during the placing; of concrete. As the concrete Is poured, dried grout splashod Oil bars not yet ombrddod in concrete shall be romovud beforo Lim concrete level reaches it to mako sure i.hai; when concroto covors the stclel, the bars shall not havo a provi<m sly dried coat.ing of cement grout. Slab bars shall. be accurately placed and supported prior to commencement of placing of concreto. Under no c,irctunstances, shall the Contractor attempt to pour the pc; al floor and 1if t the ma Ls of stool to their proper po. tion after the concrete has been poured. Itoinforcing for thu pool floor shall be placed in its p'ropor relation to the top and bottom of the slnb and shall be supported on steel chairs, brick butts, or in notches cut in 2"x4" pieces of lumber. It is rocommendod that the lattor mothod of supports bo omplo°.sd. If this mothod is followed, two notches shall be cut in each 2"x4", (ono notch to support tlio bottom shat of stool and ono notch to support the top mat of stool) so spnoad that the respective mats will have the pi,oper relation to tho top and bottom of Lim slab whon tho 2"xd" p:ioc.us of lumber aro placed on and, and Lho steel is soatod in the notches, A sufficiont number of 2"x4" supports as domcril_,ld abovo, bshalt be provided to pormit the slab bars to be properly ,upportod for a distanco of the full width of tho pool and at least 10-foot ahoad of tho concroto icing plimod. Tho noco ssary numbor of workers sh;cll bo charged with the role re,;ponslbility for plnoing and maintaining Clio etool in ltb; propov relntlonship to the top and hoitom of t1,o slab duriuG the pool cuu~;ruL~. pcsitzl, 8111b stool ruppovts sl:all bo placed at inLorvnl not groator than 2•-:ft, 6-incho5 on center and ~-;lmll. bo x•amovod only after concroto ha: hoon placed ,Ind compacted iii tlio area: immediately :sorrouo(M)€; t:hom, r oroods for rodding tho pool 1'loor uhal.l bo of overfmad typo to prevent intorforeuco with tho rotiiforoomont and to avoid a cold-;point occurring in tho concruLo, Soo Section "II" LL17C'1'RICAL SPECIFI ATION,S for grounding. r C-06, CEMENT AND AGGREGATE'S: C--`' Cement shall. be Portland Type I cement, conforming to tho 12'tes3t specifications of the A.S.T. M. Cement shall be doliverod in unbroken ;tacks hearing the name and brand of the manufac4urer and shall be stored in a manner which will thoroughly protect it from dampnoss, Sacks of comcut which show any effect of dampnoss or prier hydration or with any lumps present, shall be entirely discardod and not usod in the work. Fine aggregates shall be fresh water ,ia[x] or, washed pit Band composed of clean, hard, durable uncoated grains, graded within the 'ollowing percentages by weight: Passing #4 sieve 85 to 100`,$ Passing #16 sieve 45 to 70',$ Passing #50 sieve 15 to 30% Pausing #100 sieve 3 to 8% Sandi shall be free from clay and all organic and other deleterious substances. Coarso aggregator shall be washed and screened river or bunk gravel or shall be c-usliod rock and shall consist of durable uncoated particluss of liar 1, sarong material freo from thin, soft, or laminttod piocu+-" alkali, orgastic material or Clay. Coarse aggregates shall bo graded rL:lsin the following percentages by weight: Passing 1" sieve 85 to 100` too Passing 3/(41' Sieve 35 to 6O'A PRS81ng ;3/8'' l•;ieVA . . . . . 1 . . . . . . . . 4 . , . . . Y . . . . . . 10 to 30', PpsF ing #4 slow . . . . 0 to 5'A Where air--ontrainod concTote is called for, 't'ypo 1.-A Portland eomont, or Typo 1 cemo3rt using air-entraining admixture, may be used. The conerote : 1ia11. contain 5-1/2% entrv_ined air. A tolerance : f plug or~ min(r; 1`k wi 11 bo pormi teed. ggi- :l-;a Lc k radations as mpacified above may vary with the a1) 0,1V ~A1 F the: iiibpocti.ng engineer, as long as proven aggregates ttl'.r)l'ar aei mat+ Hal and gradation are used, such as materiaJ.s mooting LALe h3G;hway br'clj'n specificata.oils, C- W COtvC]tLTIO PROPORTIONING: The combined aggregates shall be such that when separated on a #4 screen, not losH than 1/2 or more than 2/3 by weight of the total amount shall be retained. Not more than 6 gallons of water per Back of cement shall be employed in the concreto. If a concrete of suit- able workability is not obtained, using the maximum permissible amount of water specified above, the ratio of fine aggregates to cos~rse aggregates shall be increased in order to improve the workability. • No concrete having a slump of more than 4-1/2" shall be used in any portion of the work which requires a 28--day compressive strength of 3500 psi or more. No concrete having it slump of more than U" shall be uHed in any other portion of the work. C-G C-07 Concrete Proportioning: ('oncrete fo, the e0tire pool structure aH dofined in this scrc!tion bolow, shall contain not less than 5-1/2 Hacks- of cement per cubic yard, Concrete employed in the pool r+tructure shall provi.do a nriilirnuin of 3500 psi in 28 days. Concrete for the pool coping and scum guttor lip shall provide a minimum of 3500 psi in compression at, 213 days. Concrete for any cigar-span slabs, beams or othor structures whore floxurRl strength is required shall provide a minimum compressive strength of 3500 psi in 28 days. Concrete for all. other portions of tho work shall be designed for and shall provide a strength of not less than 2500 psi in compression at 28 days. Where stir-ent•ruined concrete is used, minimum cement content per cubic yard shall be increased to six sacks for the main swimming pool structure and for other work wherein 3500 psi concrete is spocif iod. By definition, thu pool structure shaall be considered to be the monolithic pour consisting of the pool floor, the pool footings and the pool walls up to the point at which a construction ;Joint is • shown on the PlanA occurring beneath the pool docks, C-08. CONCRETE, FORMS: See Section 1,--02, POOL W4LL FINISH, for special treatinent for forming the inside face of the pool wall, SpocificRtlons immediately following shall covet, all other portions of the work, All forms for walls Hhall be to the top of the footing on both s4des. No concrotr,, above any footings shall be poured against; an earth ambankme,nt. Tho otitside edge of the pool footing riltall be formed and in no case, pourod against earth bank". Forms for unexposed work and work not to br fini~3hed As sand-- finiShod or architectural- cr,nurete, shall bo, AS a rnlrr.nnrrn, Genstructod oi' i" shoathinr, with 2" plateH, studs and walers and shall be free from loose knots and matte tight to prevent the loss of cement grout during pouring and shall be adequately strong and braced and tied to prevent deformation under the load of wet concrete while pouring. Forms for exposed work or for the inside face of the pool wall are to be finished asps nand finished or sarchitectural ty)o concrete, patented panel forms will not be permitted for sand finished or architoctural type concrete cr for the inside face of the pool. C-% C-OS. Concrotc 1'01111s, continued. Forsus :,hall be Lied With Loe1. rods:,, whi cli Hhall be removed 1/2" back from exposed conc.ratlh faces aft:or forms are removed, The Irolus, which al-0 left shall be either filled with pIRStOr or shall be pointed with cement grout„ All forms shall be acciti"ately aligned and eo 1; to graclo, conforming with Lhr f hushed 11 neH and grades for the completed work. Wall forms aed beam sides may be removed with care in three to six days after pouring concrete, dopanding upon the temperature and weather and the approval. of tho Inspecting Engineer, Soffit forms for clear-span beams and slabs shall remain in place for a minimum period of ton clays, after which time, they may be removed, upon approval. of the Inspecting Engineer, C••09. CONCRETE MIXING AND PLACING: Concroto may be supplied by a transit-mi.x <;ompany, if all materials employed and the operation of the trwnsit-mix plant are approved by the Inspecting Engineer. If concrete is supplied from a transit-mix source, rigid control must be exercised to conform with the recluiroments of ingredients and proportioning specified above. . tide complete pool structure consisting of walls, footings and floor shall be laced in one continuous operation without cossation and sufficient mixing onuipmetlt shall be employed to ensure completion within n period not bcreator than au 10 0 hours, Th6 placing of the concrete for the pool Htructure shall be continued In a mannor suds that freshly mi.xmd concrete shall be added to all partri of Cho c,oncrate ill p.Lace, within a period not to exceed dli minutes, up to the poinL near the water :Line, where a corstruction Joint As Jndicated, to onstire comploLe union of the concrete in al t. vluuv., is oC Lho Structure below i.ixls level. Concrete for all parts of the work imist, ba placod w1.Lliin minutes after all mat,orlals have been introduced into tha mixers and concrete standing longer Shan that boforo placing; may not be ro-tempor'od but, must be di5cardod from Lho work. TWO 01' more mochanically.-p0weled, InLotnal, vibrators shall Jja employrrd during the pouring of the pool to obtain maximum compaction and freedom from voids. C-09. Concrete Mixing and Placing, Continued. C-8 Concrete shall bo placed rapidly and in as Frmall unit mas;os • as practicable from the mixer to the placr, of final deposit. Con- crete shall not be allowed to accumulate; more than ono root in height above the level within 3 foot on oither side and ahall bo under no circumstances, pushed around Lho wa11.4 from the point of initial deposit. Concrete shall be deposited at intervaDi no greater than 6-feet, with difference in level between adjoining points, not exceeding one foot. Every precaution shall be taken to prevent separation or loss of the ingredients in transporting or placing of concrete. Spreading of concrete by means of hoes or shovels sivall, be over no distance greater than 8-feet from point of deposit. Concrete shall be thoroughly pudd'led by hand tamping ►:nd vibrating to maintain a fluid condition at all points and to pre- vent the formation of pockets of rock not distributed through the cement grout. By means of spading, tamping and vibration, the concrete shall be thoroughly worked around all reinfoxcing bars and inserts and into all corners of the forms and to completely fill under all horizontal forms, Hand-mixing of concrete, except for minor items of construe- tion containing less than 15 cubic; foot, will not be permitted. If batch mixers are employed, tltoy shall be mixers of approved type in which ail, materials 1uC.luding water will Le accurately measured, If concrete for the pool structure is mixed . in batch mixers, at least two machines, one of which shall be of at least 11-S capacity, in good mechanical, condition, shall be provided at the site, so as to complete the pool. pour within the above specified time, limit. Two machines are required so that in the event of a breakdown, one machine may continue the pour so as to avoid the possible occurrence of a cold-,joint in the pool structure. Concrete mixers shall be oporated with a volume of mixed materialb per batch not exceeding the manufacturer's rated dapaci t,y fir the equipment. Machine mixi.nl, shall continue for not leas than 1-1/`d Ild 1WI•n5 Af ter all mat6riaT,j are in the fnixer. The entire contonts of AU dz cull Shall be di.yoliarged beforo rectiarging. Water measurement device on Life mixers :'Iltall bo cheekod and, approved by the InFspoctint; Engineer prior to the beginning of the pool patfr. No concrete shall Oe poured upon froion ground, No concrete shall be placed ill free .i.ng weat:hor and no connl'Ote 81JR1.1 bV 11.10e1d at; a tr.mperaturo lower than 4001". , uftlcs;f; protuc,t;od from froozing temperature by means of artiffcial heaLlnt; and shelter to ensurr, that the concrete will not roach a temporature lower than 40oF., while being placed, or foil 72 Ifot~2' tlforoaf tor, C-9 C-10. BAND FINISH OR ARCHITECTURAL TYPE CONt.'lue'rl;; The towns "arci)itectural. type+" Ot' "Sand fl.ufsh" concrete as expressed herein or oil tho Plans httl'i ho df'flnod as' a type of concrete finish Witch requi_ro! tha trtao of lywood, masonite or a similar smooLlr-Finished type material foe form 11.11ings and which Shall be rubbed and/or stoned after forms am r'arnoved, to provide a uniform f'ini.slied textur'o- 1sh s114111. ite to the satisfaction of the ]nsp'.'4ctiug P,nginan1'. C•-11. DRY TOPPING NOT PERMITTED: Tlie applica :Ion of so-called "dry topping" to wet concrete su_rfact~s shall not ho porm.itted Ln any olcrment of the work on this project. C-12. CURING: All concrete shall be cured by covering with waterproof paper, by use of a curing compound, Korn-Cure or equal., c: by keeping continuously wet with water after plaoirg for not less than two days, if the weather is moderate and ifour days, if tha i rather is warm and dry, subject Lo the Instruction of the Inspecting .Engineer. C-•1.3. CONCItBTE UY141NDPHS: )tile quality of the concrete rsmployed 1_n the main swimming pool struotui- sha?.1 be checked by standard compression tests made in accordance wtt.h the A.,S,T M. Standard Method or Making and Storing 8peei1110116: 11 the li'iP11d, by a recogi,,t7ed tasting laboratory approved b} tho 1 ns5pectlnl; Ellp i ncor. Two t~,sunplo cylinders ~;ht~•11. ho takt:tr for oach tout; ono yamplo cyl.iudor ~Wmll bo Woken at 7 days I'or tin .Indication of the probable 28--days strongth; and ono cyllador, ;1ral.1 bo broken It 28 dtlyts which tahal1 moet 1,110 strotrg;th roqu.i;rCntonts spuclfiod. Two stcit~ltlc; cylilldort Its dos;cribod .,grove shall bo takon during; the maid sW1u0m9ng 1,001. pour )ti. r'an10111 dt-uPinl; the lioura.ai, 0l7orlttions. Ono addi.tiooal tout ~;;lmplo slr)t.t.l fro talsc;n for c;ttch )tdditional. "'Ingle; concro Lo pour to taa 1.lrtg, more than 20 ctiblo yards , Titre Contractor ;ihjtl_l l,tty fc)r touting; tho Etliove slwalf iced c-moiiplos. 'rho Insspecting hnglnova' nuty tako other Los(. tatUnpto cylindc_rs, w dos'irod, at any 1.i.1cuo icia,inl; auy 1mtjra.nt; ope~r,tt;l.unt~. 11o t;ot,t Of such ttdditiottttl ,;amp1o5 shall be paid by the: Owner, Pool, FL-0011 FINISH At the time of the main ps,ol concrete pour, the pool floor shall. be given a rubber~tr~~wc~llod finish to provide A smooth and impervious surface. . After stripping forms, tho areas where pla',eH occur shall be stoned clown and/or pointed up to provido a finish sintilar to the re.9t of the floor. C-10 C-15. POOL DECKS AND WALKS; • clocks shall ybevConstructe>d continuous around tho pool as shown on the Plans. After the installation of all anchors for dock equipment and othor inserts, the deck stlab~4 Hliall be placed continuously between expansion joints shown, Docks shall consist of roinforcod concrete slabs, All (looks and walks shall bo finished in the same manner, with (luck marks at intorvalF3 shown on they Planst and trowelled to provide a Pine-g.rain, non-slip texture. The fi.nishod texture may be accomplished by a so-callmd "sweat," trowelling or by use or a rubber trowel, or may be accompliFfltod by use of a fine-grain brush to obtain a stra,if ht. line finiHh. If a brush Is used for finishing deults, alternate block,,, shall be brushed at; 900 difference in di.roetion. The finished text1iro F:hall. be uniform and completely cover all surf'aens, leaving no smooth Hpot;s. The texture shall be sufficiently fine to afford no discomfort to bare feet. Walks and decks sliall. be carefully graded to elevations shown on rile Plans and to ensure positive drainage to points indicated, C-16. EXPANSION JOINTS; Expansion Joints shall be provided in locations shown on the Plans. Joint-•filler shall be non-extruding Celotex "Flexcell." or approved equal, pro-formed and pitch impregnated, extending t:be full depth of the concrete slab. Reinforcing dowels shall be providod • at expansion jointm, with one end coated with mastic, to permit unrostric.tod longitudinal movoment of adjoining Slabs. C- 3. 7. DECK UNDERPINNING; I.f the outgido ono-half of tho pool deck slab shall o(;e;ur at an el ova Lion 2' 0" or more above the origi nal ground Hurfa(,;o io e:13,rt. area, or i,f, by reason of over-.hxuxvation in this area, during ttto oxaavwtion for the pool, the pool dooks would otherwiso he constructed upon fill material 2'0''' or, more in depth, a system of unklorpinia.int; Piers ,shall be provlilrtd in tlleEv5 locations and the fill comploteiy compartod between Hw exl;erior walk edge and t.hn pool. Piers sh:k l.1. be of varlablo hoc-g6t; but pier Tootintgs shall be oxtouded dayrn to a Sal isfactory bearing matori,al on natural undisturb(4d earth not lomrl than 2-foet below the o;rif,i.nai. ffrg.(10. PierE S1191f ber ti" .t.n diameter or s(fua.re and Shall ba Supported on .i foo t..fng of ',,(y square Inch 111inimum a.re+a. baah I lov shall be reizrforcod wi tb one 5/8" di3Ametor 'roi.nforctnf; bat extending, this full, depth of tho pfnr, C-18. SUBMABINN, LIGHT NICHES: NiOws for receiving, submarine :light units shall be poured monolithically with the pool structure, Mounting inserts for light unitS shall be installed to conform with the setting dotails (r£ the equipment manufacturer, The Contractor shall permanently install it braes or spun copper interior niche form are supplied by the manufacturer of the light unit Brass conduit from submarine light niches to junction boxed shall be cast in the pool, wall at the time of t;lle mouolititic concra t't) *our. c-il C-19. SUBGRADE DRAINAGE: Drain lines shall be installed under the pool floor its shown in detailed drawings. Drain line shall be 4" butt-,joint concrete or vitrified clay tile with Joints open 1/4" and laid to a uniform grade. The top of tile at Joints shall be covered with strips of 16-mesh copper sorsen or pitch impregnated felt to 1/2 the circumference of the pipe. Trench for drain tile shall be a minimum of 12" wide and shall extend it minimum of 12" below the pool floor subgrade. Tile shall be laid in a bed of and entirely surrounded by 1/2" to 3/4" crushed limestone or river gravel. A rock cushion shall be placed under the pool floor at all locations on the shallow side of the life line and flat or near flat sections of the diving area, unless otherwise shown, to facilitate the flow of water to the subg•rado drains. This cushion shall consist of a 2 thick layer of pea gravel or may be a 3" thick layer of rock ranging in size between 3/81' and 3/4", At a point near the main drain boxes in the+ deep portion of the pool, the subarade drain shall connect with a 4" bell and spigot line. See Plans for point of disposal of subgrade water. • Wherein in this sOcti.on crushed limoStono is specified, screened river gravel will be equally acceptable. • ll- 1 SECTION G1sNHAi, AII'CHAN I CA)., SPEC I V I (ATI ONS D-01. WARRANTIM - TSN YIiAll- In addition to tho one year wavra.ntics in Section A-09 n those Specifications, tho Contractor sh,t71. specifically €,uai-Antoc th( iiltr) plant to satisfack*orily poriorm C c functi011 for which it is intcndlod in ramoving turbidity from the water when the, plant is operated in accordance with the: mstnufaeturer's in:iti,uc;t;ions, This €,uarantoo shall cover this equipment against the ncod for any roplacoment partts or repairs being requirod as a resul t of normal opora i, i ran for a period of ten years, Thle shall not; be deemed Lo moat) th(,i C!ontractC)r shall be- ret;ponsible for da.mago duo 1.0 freer..i.ng, as a rnriul t of the OwneT' S fa.iluro to drain equitup., nt In winter, gross improper operation, an Act of God, or any similar CRUSe! , D-02. OPERATING MATEMALS,, All expendablo matorial.s and supplies for the operation of, Lho swimming pool and watov treatment equipment, including water, electric power and any chemicol ssuppltea noL horcinafter provided; shall bo furnished by tho Owner a.rrcl shall be made available to the Contractor for placing the pool equipment, in Suc:caSSful operation. . D-03. XNSTRUCTIONS; Upon completion of the mechanical. installation, the Contractor shall place the equi.pmant in uu-cessful operation and shall operate the plant for, a period of not let, than a days, During this time, he shall. orally in:,t ruct the Owner rs,nd his operator- representative in tho operation of the moclsanica.l platrt and in the treatment of the pool water, Tho Contractor ~;hal'i also: W_ Mark all valvots with brass tags bov.ring Hta.mped numerals. b, Fulruislr two copios of a valvo-operating schedule;, bite of which r,hall bo mount.cd In a. suitable frame 91, they t;1:ju1iilnc91lt roam anti uOV0rrd 1Ni';lr l5tR.1- i or Clear I lactic, c;. Furnish two netts or dota.ilod operating inhtr'uctiOYIS. d. Tho Contractor shall adjust .a11 equipment and valve handles to to:'a easily, tshall adjust all packing glRnds and stop all leaks and shall place tiro installation in first--clans uporating condition, As coverdd below, he shall operate the equi.pmet>L and provide the Owner with complete written and oral instructions in its Lisa. D-2 r D--04. POOL -FITTINGS: All pool interior fittings shall be of chromium plated brass and of first-quality manufacture as follows: a. Inlet Fittings: Commercial grade, adjustable type, brass body, chrome plated brass face, Josam, Wade, American Sanitary, or equal. Wall stubs shall be full iron pipe size red brass only. b. Gutter Fittings: Commercial grade, full angle-type, chrome plated brass grate, minimum size 20 sq.inc~hes cast brass or iron body, Josam, Wade, American Sanitary, or equal. Wall stubs shall be chrome nickel alloyed cast iron or full iron pipe size red brass. c, vacuum Fittings; Commercial grade, brass body, chrome plated brass face and removable plug, Jossm, Wade, American Sanitary, or equal. Wall stubs shall be 'f'ull iron pipe size red brass only. . d. Life Line Anchor: Commercial grade, brass cup-type with chrome plated face and 3/4" chrome plated brass eye- bolt, Josam, Wade, American Sanitary, oz, equal. Cast life line anchor in coping. Center line of anchor shall be I" above the finished scum gutter lip. e. Lire Linn [look Connector: Commorr.ial grade, chrome plated brRsF3, Jos.im, Wade, American Sanitary, or CgLIRl. f. Main Drain Grates: Commercial grade, chrome plated brass, ,Josam, }Made, American Sanitary, 03' equal. PJ.po undor pool floor shall be as spnci.fInd herein and as shown on the Plans g; Deck Drain Fittings: Cast iron body and lid, 6"x0i", Crane #2]-354, or equal., Ii. Dielectric Bushings: ilaskon #8200 nylon, suitable for continuous use at 230 deg. F., double--threaded, af3 manufaoturpd by May Products, Inc., Galesburg, Illinois. i. Har Grates: Cnst iron, Crane, or equal, to fit bell of Il & S pipe. D-•05. FILTERS See l iiter Schedule for; a.. Tank Size b, Shell Thickness c. Head Thickness d. Teat Pro.ssuros (2 coples of test report to be submitted to the Inspecting Engineer) e. Pil 6r aryl backwash rates. f. Tttlt;knotis and gradation or :filter, bed, g. Pool turnover rate Air-relief lines shall, be 1/2" and shall be manually operntod. Each tank shall be orovided with standard 11" x 15" manhole and yoked manhole cover unless shown, otherwise. Yilter tanks shall be fabricated by welding of first-grade tank steel plate, (leads shall be dished on a radius equal to the tank diameter, 'Site under-drain system for each tank shall consist oi' AWWA, Class 150 cement asbestos headers, drilled and tapped for full iron pipe size red brass laterals, or the entire under drain system including header; and laterals may be of Schedule 5 stainless steel or brass, Orifices shrill be located in the bottom of laterals, A Lean grout base shall be placed in the bottom of each tank to a love'* approximatmly 1-1/2" below the bottom of the brass orifices and sahal.l be sinooth-trowel finished to uniformly diffuse backwash water illip.inging op ilia roncroto surface. Filter wild shall consist of rounded, uncoated particle's of Inert material, silica or quartz to meet the following requirements; t... Effective size .45 to .55 inn, b. Uniformity coofflcient - not more than 1.7. P14 Not mor(( th,.,i 1% shall be finer than 0.25 arm. d. Ninety per cent gli6x'1.l be :finer than 1 mm. GraVOl Shall be rounc10(1, wasslxed r:lver gravel, carefUUY gradr~d to si.zm~ indica tod, The L'iltor plant shall be complel;m with once reoalibratir)V type pressure Indicating gauge connected t:, the 111"or effluent; heador and one :similar gauge connected to tho filter infl,,rsnt hoador, mounted togother on a standard gauge block, (gauges to indicate 0 to 40 psi minimum) manual type air relief outlets, backwash sight glass and all standar(' trir, a),d accosesoeies for Its operation, Vilter piping and valves shall be Itigod to porsnit the Operati.onss o.f a'iltering to pool or bacltw;a si; to Wasto ivi th the battery as a whole or any unit operated Fi p'vrsttol.y' See Section C for interior and exterior, ppainting and coating for filter tanks. D-001. 1iA"1'1P,-0P-iPi,O'.Y INDICATOR: DA A flow meter Shall be provided ill the; ~Line connoeti nl; the pirlip discharge and the filter plant, Motor drill lug of rotaineter byPahr; tYj)0 as manufactured by the Brooks Rotama for Company, Modol VV-111,10-0B, or as manufactured by tho Fischer--Por t;e,r Company. Me tor,-) opoVa.t:lrig on the Pitot tube or other pri.110iplo5 will, not be pormitted. Prosyttre differential for operation of t'ho rotameter shall. be obtained by the installation of companion flanges with a brass or sLainloss steel orifice plate in the pump discharge piping;. Orifice plate, mh;All be easefully mounted In the pump di.s"ltarge line to colt.- form with dimonsi.ons shown on the drawings;. Mow metes Shall be mounted on the pump di.schargo line to conform with P..ho setting detail in tho back of the ,8pecificatIons. Motor influent line shall im fitted with a wye strai►far. Mer Ler shall W of capacity to indicate it flow at least 50 gpm greater tlmn tho backwash :rate. (Sao Filter Schedule for backwash rate.) Scale shall. read directly in gallons per ►ninute. Paint on i.ndicaLor tube with red or black paint, a marker at the do~;J, n :filter rate a,nd a marker at the dasign backwash rate, D-07. PUMP STRAINER: • ]Fdrnish and -inStx11 on L11e Suction side of the circulating pump, between tine pump and the vacuum cleaner piping connection, a pump strainer with qui.ck-romovablo yoked cover. Strainer housing shn,:ll be of bast quality gray iron designed for a working pressure of 125-pounds, Install ogle strainer basket in lrousi.ng and furnish one extra basket. Strainer bstyket shall be fabricated of perforated brass. Sizo of perforatlons in mtrainer material. :shall not excoed ono.-half of the size of yin. object which the pump i.mpell.er will pass, Per- forrai:iona shall constituto a, minimum of 50`x, of the area, of the material frnm r-rhich 1Jasket its f6d))ACatOd. The bottom of tho strainer housing shail be provided with a tapped and pl.ut;_;csd opening for draining to prevent fr,eozing. D-5 v-OS. COMPOUND GAUGE,: Install a compound gauge betwoon the pump suction and the pump strainer, Gauge shall indicato Loth prossi.uo and vacuum. Dial size shall bo 3-1/2" mirti.mulit, D-•09. CHLORINATION IQUIPMGNT: Chlorination equi.pmont shall be solution-reed type, (See SClla(Iule for brandmodel and capacity,) Install. water pressure line to chlorination equipment from it point on the filter effluent header betwotmn the i'11ter battUry 2nd the filtorod water control valve. Install line carrying chlorinatod solution from the oquipment to the point indicated on the Plans, All party; of chlorination equipment to be in contact with chlorine gas, chlorine solution or moist air containing gas shall be gln%q, suitable plastic, hard-rubber or fine silver,. No type of chlorination equipment of any manufacture other than that specified shall be installed without tho written order of tho Ira pec.t,ing Nngillool. I1- CHEMICAL SUPPLIES: Furnish and install on a suitable shelf in tho pump room, boo cc c;f phenol red solution and 500 cc. of orthotoli.din solution. llw,rlsh lox, goneral operation, four hundred pounds of light soda arh and sixtc'ou gallons oi' oltyx 'type Algnacido (Exalgan, K1~tVPool. 0V 0 (1 un1). C;hlcirrint) gap and r;oagUlarlt, if regived, shall be furnished 1).' ' I,I,,, 01':i1c',r D-11 VA(lul- ~;L,rnNI9It; Put nish complctc+ oquipmont for removing sadiment from the pool floor t+ou: ,sting of a complete 16" or larger vacuum cleaner, ]rose fitting-, and oxten; ion handles. Cleaner hosts shall be white rubber- covor'oct, armored suction hose equippmd with G"x9" plastic floats or may be f1os WIg white plastic arntorod suction home. Bno plans for length of handle and hose requirements. U-6 D-12, L11:. SAVING uruie,h for oath li'c,t, ua,d chair, one col.] of (i0' of 1/4" ropo for limo and 0-0 buoyant life ring ;tpl)r0xirn1%t0ly 18" i.n diamotor, equipped with 60' Of 1/4 rope. U-13. P11Y:, PY,0TEC'1'ION: 111itoroul;hly Cover all oxtorior nur:i'acos of galvanized or black steel pipe vdi:ic h is to be buriod, with one coat of "liusit-Oloum", "Hoppors', 'Qiilgloy's Triple A", or oqual, black metal preservative, 1,xovuii,;o particular care in covering all threads and fittings. Sight to twolvo hours alter cuutingr, while mntorial is still tacky, wrap pipe tlg'htfy wi.tli 15-1b, pi Leh-Imprognatod felt and wiry, in place. Buried electrical conduit is 1101; to be painted, U-14, LIFE LINE: Life line shall be 3/4" braided virgin polyethylene rope. I,ino slinll be iii two colors, Bocrou Lion Equipment Corp.) Cat. #499-P6. 1;quip lino with 5"x13" dual-colorod pla=stic floats Hpacod at approximately 6' on cantor. Faston floats to provont thoir sliding on the life 11no or use non-slip 1'ionts, • D-16, PIPING; Piping ma,Lorlsils for tiro vtirioiis Utility and recirculation linow shown on the Pl[ins or in the Piping schodulu shall be as ~poc:i.flod herowith. 1. 'Prnnsito : AWWA Class 150 comont asbestos pipe as manufactured by Johns-Manvillo Cn. or Koasboy-Mattison Co. Pipe barrel may be ta,ppod for l and smallor connections, Extra-hoavy cement nsbestos tappod eouplingFi may be used for 1-1/4" connections and smallor. 'l'oos, oils, adaptors and fittings for branch ronnoctlons larger thnn 1-1/4" Shall be "Alicoppor" ns lnnIM I'll otur©d by It. 11, 13akor & Cc, This typo pipe Shall bo scaled with 0-vings supplied by tho manufacturer. Abbroviations; trunsito, coment asbestos. 24 :'oil Pipo; Extra-Hoavy cast iron soil pipe vith joint matovinls r or load and oakum. Abbreviations; SOP,) C414 , r;, I. S.P. , X611,C61, , cast iron soil Pipo, soil pipe'. 3, Copper: Type [j or ]C wrou;ttt coppor, with Holdcarocl swout- Joint f itting s, Copper pipe in sizos inrl ur theist 1" slinll be purchnsod in 20' straight longths, (Copper Fillal.l bo 't'ypo 'K", uriloss otlcer.,tvi5o shown on the Isianh, ) U-7 D-15. Piping, Continued. • 9. VTNV 111 pe: Copper drainago tubing with soldoiod sweat -joint ffttings, 5. Steel: Galvanized or black wrought steel, 8'chodule 40 woight. Fittings; in general., Shall be 125-11), black cast iron, screwed or flanged. On domestic water lines only, ,Fittings may be 125-1b, gal- vanized malleable estoel. Fittings for water fill spout shall be galvanized malleable, Gas lines only may be black steel.. All other stool piping shall be galvanized. Abbreviations: Stelal, galv., Ell, Stool, Gal. Stool, 6. B & S: Boll and spigot concrete or vitreous clAy pipe with fittings of the same material as the pipe. All piping referred to only as B & S shall be boll and spigot pipe sealed with oakum and cement, or hot and cold poured joint compounds, or pipe having a manufactured seal, "Wodgalock" or equal, shall be equally acceptable. Where this type nipo is. speci 'iod, the Contractor may install concrete or vitrified clay pipo at his option, except that all linos which shall carry sanitary sewage shall be vitrified clay only. Abbrovi.ations: B & S, B & S Clay, B & S Conc., B & S pipe. 7. CNI: Chrome nickel alloyed screwed cast iron pipe as manufactured by the Attalla Pipe Co., Attalla, Alabama. Fittings shall be 125•-1b, cast iron, screwed or :flanged. Abbreviation: CNI 8. Butt-Joint: Concroto or vitrified Clay butt-joint drain tile, laid with 1/4" open ,joints, The toys of the to one-Half the circumference shall bo covered with 16-me8h copper screen or pitch impregnated felt, Abbreviations: B.J., butt-joint • D-ii • D-15. Piping, Continued. 9. Brass: Full iron pipe Him rod brass pipe. Fittings shall be brans;, scrowod or fl.aligod. Abbrovintions; Brass, IPS Brass, 1,P.8. Brass 10. AWWA Cast Iron; AWWA Class 150 mechallicsal joint cast iron pipe with AWtiVA cast, iron ei t tings. Abbroviati.ons; AWWA CI, h4JCI, AWWA Cast Iron See Pipe Schedule at the end of this section for type of pipe to be installed in various elements of the work. All. pipe shall be laid to slope to drain points shown on the pipe schedule in a manner which will provide positive winter drain- age. It is the Contractor's responsibility to install all piping; so that complete drainage may be accomplished. All concrete, clay, cast iron soil pipe, transite, and mochnnical joint cast iron pipe shall be laid on original, undisturbed earth, unless specifically shown otherwise, Bell holes for transite couplings and for bolls; of all bell and spigot pipe shall be carefully . prepared by hand or pipe shall be laid in a sand or rock cushion not to excoed 6" in depth, in ordor to ensure an even bearing surface along tho barrel of the pipe. Steel, copper, CNI, brans or other piping shall be lnid on original undisturbed oarth or shall be supported as shown oil the Plans. Unless othorwi,se detallod special pourod shall be provided at all ltoriaotitaland verUcal changesaei~udirection of transito or mochanicai joint cast iron pipe to prevent longitudinal nroveniont. No buttrosgos shall be required at branches. The complote Installation shall bo piped ready for operation of tho pool and all oquipment and acces;sorioH, including utility lines within limits indicated on the flans, All pipi.nl; shall be of first- class matorial throughout and shall be installod in accordance with standard good practico, complying with all codes. Only thoroughly competent workmen shall bo employed for this % rk, NO DEVIATION FROM THE fXPk, AliD QUALITY 0 OR SI ECT 1 F,D_ b(IXL1. B P1;It~I'fTI.D _fN -ANY 91,1.9E,N 1' OF 'Pllr g YNoJI; f, D-9 • D-•16. PIPE TES'TING: All prosaure and suution line shall he tested and made tight, Prior to covering, under a hydr"tati,c pressure of 2r ibs, per satlare inch. All soil pipe which shall return water to the pump suctiol, s11nll be, tostod and made tight, prior to covol-ing under } hydro- Static pressure of 6-foot of water, All gravity waste lines shall be ,joinlo(1 to b4) rea.-Aonably tight and free from excess leakage. D-17, PIPE SLEEVES: Where pipJ,ng passes through masonry walls or floors, other thai,o the it shall be wrapped with pitch-imprognatod felt, or sleeves shall be provided to permit unrestricted expansion. D-18, VALVES: Valves not otherwise indicated on the Plans shall be 125-1b. gato screw typo, Crane, or equal. Where globe valves aro indicated, they shell be 125-lb, screw type, • All valves 2" and under shall be brass body, bras; -mouzntod All valves 1-1/2" or larger shall be iron bo.yj brans-.mounted All valvos at the filter locat ion Shall bc4 installed so that they may be operated from the floor without chain operators, D-19. HOSE BIBBS: Hose, bibbsp if required, shall be installed as shown o11 the P1R11S. H ~p F rl r q C d rdt C h d OM H A "a d ° i F tFf ~f +1 V) F 4' a a 411 0 ~ w • a a a $ va) a p ~qq qq a m V4 *4 IN Al 1>4 tf All ol ~ ~ w ~ aN c$" po i 441 ~ F 4F a ►t F ~ CA ~ ~ pM CJ 40 14 44 014 i 04 04 1 a► •a et w n p q a cq `i ,d 4+ 40 * 04 ~a a a Q O P4 9 10 0 40 40 -P d a. N ~ . 40 F F i4 ii m _N E 0a tj 4-1 z ca r~ w CJ c) c~ c~ o .NAjtjjj4jo : •c u ~ a a ~ i z ! C ~ I !a C1 M N h 01 a $ w ~ ► s♦ i t/) M M H X41 M r4 444 { V4 a~ 45 13 0 d 44 yp k $4 -11 4q 46 V +1 r a a n a ~ 40 Al ~ n ~ M~ t q g~ h W y .1 i i s~ U N +a ! p 9 vt wi i C) a1 rll'y }s, W f7 f1 CJ el C3 1~ to 7 rl 1~ S; I iii ;1 ri QS ;I 1 Hi f41 vai ty i ~ fyi C tb ~9;k `tilt t,~; !Qi «i (k, W4 rr,~ f. " I SECTION E SPI;r'IAL STRUTTURAL HMCIVICATIONS I, ol. GLN1V..RAL. It " cunphasized that the highest (luality of fin:iFh work is rc1gri.irr3d of the Contractor, t:hrougtlout t11is prc,,joot, Concroto slab finishes, plastorir , Lilo work, painting, otc. shstll be dodo to the hi,ghost stA.ndards and only thoroughly C.ompotent and shill.od workmen Shall bo employed in stppl; ling or doing i'inish work. ;,ampl.os of concrete 1 inir;llos, etc. shall be proparod whorovt r r t,ilred by the Irtspr r.tinj, Enginuor. B-02. POOL _WALL D'INiS11; The forms for the inside faco of the pool. wal.1 shall consist of 3/4" plywood braced with 2" x 4" studs, at 16" on (tinter, employ- ing walers and wire ties, Forms shall bo rigidly braced and securely anchored, in order to permit a minimum of deformation under tho Ioacl of tho west c;oncroto. Immodiately prior to the commellcGmolil; of the pool pour, form work shall br; in~ipootod and any deviation from true, and ar,ourate horizontal alig)imont in a vcr ti oal plane. shall he corrected. Ono person whose solo lospon.sibility shall be the conti uous chocking of the alit;nmoll and rigidity of the forms, shall trtl employed s;ilroughout tho period whoa conczcte for tho pool walls iH being placed in srdot to obtain especially true, and Plano 1'irrished surfaces, Insilo pool wall forms shall, not be coated with si'I or any materi,-tl that would provent bonding of Lilo paint, After intorioa pool wall. forms have hcen stripped, form tiny shslil bo romovdd a minimum of 1/2" from tho plants ,I t,hu finishod wall surface. Immediately ujiowt strippink forms, all doprossions snail bo pointed up with , went grout, Corle'reto extrusions which may Occur at o Shst'll br,' romovod by picking or stoning, j i nt in norm work 'l'ilts entiro surface of the inside face of the pool wall shal.'i bra stoned to tho satisfaction of the Inspecting Engistiorjr, in order to provide it uniform finlshod toxture, Strtppilig of the inside fOrm3 and rubbing of the insldo faco of the pool. wall shall normally begin on the day follcwj ng rho pool pour. Stotilslg lint] rubbing shall, proceed immc?cliat(jly after forms are rolsrovod. In order to rotaill inheient n)oisf;uro in the concrete, insofar as is practicable; wall. forrrss shall bo removed in such a manner that newly uxpasod 4urfacoH may I)(- stoned r,,rl rubbed within oat, hour al. ter rornova.I. fii!ma.ininf formes sl.,,.. be. left in place; until stoning Ls compicto in rase previously oxposcd section, Js 2 I+;-03, GUT'I'Ll? INTERIOR: The interior of Lho : ,urn hruttor chalk ho f UiiG;hr+(i with naturn) Portland cotnont plaHter wi th high l)oil, LH (,Ht,it) tlaJ►oc1 midway botwoon drains and with tho bottom sloping unifoir;,ly horn high points to drain fitt,ngs. FinJ.yh shall be :smooth-troweillo(i to l i.nii t; moi lturo absorption, F:'-04. HOUGH GUTTER-1.+17 CONSTRUCTION: Immodiat©l y a' Wrr, po+,, iaig the maJ Poo Art ire ;tad bt for(' the concrete; ,just. be cw the f=onstrtrt;tio ,i! lie! col in initial set: l/4" round w 12" long dowolH hall p r,©r Lh+ ma.iir Jaool pour w l th appro, kmatel 4-1/2" of this ctc,.;r xtcil,.. Jig , i:tavd the constru(tion ,joint. A 1/4" rokin cuntinous , .)rlrc.ntal inf+,'a:tng bar shall be t Lod to those df,wul Tho rough ant. t,or ' MA V i_ic; formod and f117c:,d wi th a 1 t 2 turc of sand a,,d lit try- tamped in piac(;, or may hF, forme:- at the Coiltriketf opt 11, t 1 tying a mat of metal plaster lath on each side (st Lhi, yr 'al dowols and completoly filling thin matorial with pliiet, out If tho second method is :followed, the mixturo Shall bf iw part coment to 1-1/2 partaa sand and shall bo trowr,,iled into fl, metal lath from c,cch side,, romplotsl.y filling tho 1.1p Ho t. ro voids oxiyt. After guLt.or lip iw complote, the and ts;lf tJIli! brad shall be placed am, deto l led, The inside of the gu tt f i 1 p Hhall bo finished with gray porltind coment plaster at; thu tiirr tho gutter trough is i'inishod. F,-05. GUT SH niaF; Following the completion of t:he rough gutter lip, t1o Shall ho placed as detailod, forining the f inishcad t,,cum gutter lily and a 6" hand below U6 water loo,., measured fxotii the top of gut,ttor Jill. A heavy, fully vitrcaous t116 cap shall form the cicum gutter raJI at the top of trio gutter lip, This call shail.l bc+ "Coorsito" as manufactured by 11,F, Coors, Inc., of Inglewood, California. The tile band below this cap shall consist of two rows of 2" x 2" units, Design No, 330-38284 Clair do tune blue #2009 Faioncot.tes, as manufactured by the Sparta Coramici Co., of gia5t Sparta, Ohio, Tile shall be laid in a solid bed of mortar and all ti.1o and sotting shall conform with the standard specificationb of, tho National Association of Tile Manufacturers. No tile of any manufacture other than spocified abive shall: be used without written approval, of tho Inspecting lniineer, Tile Hha11115kilaid to provide a continuouia handrail ,iroundt the pool perimeter as detailed, Tilo cap forming lip shall, bo true to line and shall. be level with a maximum tolerance not to • axceed 0,20" at any point from a horizontal plane, F-1 SECTION F SPECIAL MECHANICAL SPECIFICATIONS II'--01 POOL ' ADDERS, Furnish and install stainless stool ladders are manufactured by Swan Mfg, Co. , Rockaway, New Jersey, Cat, #LF-3 forc,`,3-tread and #LF-4 for 4-troad or equal, as shown on the Plans. RandrailH shall be fabri- cated from 1-1/2" I,D, Schedule 5, Typo 304, full-finishod and annealed stool„ Laddor rails, where in contact with the pool wall, shall have whii;e neoprono bumpers, Ladders shall be equipped with stainless 'stool ryoutchoon plates over dock arichorB and bolts. Escutcheon bolts shall I;o brass or stainless steel. See section 11- ELECTRICAL SPECIFICATIONS, for grounding of ladders and anchors as required. F.-02. CONCRETE DIVING TOWERS; Concrete for diving towers shall provide a compressive strongth of 3500-psi in oompressicn at 28 days and extreme care shall be exer- cised in placing the steel as detal.led. Forms shall be of plywood or masonito material. Cement for concrete employed shall 5o Type I Port-- lan4 cement, Sand shall be as specified elsewhere for other concrete work. Form bracing for concrete diving towers shall be left in place to fully support the dead weight of the concrete for a minimum of 3 weeks. After forms are stripped, the entire surface of the diving stand shall be stoned I/and/or rubbed, providing a uniform :Finished texture. Rubber- coverod quick.-Id,JUStable fulcrum shall be its manufactured by the Rocroa- ticn Equipment Corp,, of Anderson, 'Indiana, Cat. #QA, or equal, • Handrails for diving towers .9hall be fabricated from stainle8s :`stool piper 1-1/2" Scliodulo 5, Typo 304 full-finishod annealed. >•-03. DIVING BOARDS; Diving board shall be aluminum, length as shown on Plans, 20" wide Duraflex as manufactured by Arcadia Air Products Co., Pasadona, Calif, Board shall be tapered, ribbed, extrudod aluminum, hosat-troatod to obtain a minimum tons-fie strongth of 50,000 psi. Surface (if board shall his one-pioce construction and ,hall be coated with a permanent typo nc,t-slip surface. Contractor shall furnish owner with 3-year warranty as supplied by manufacturer, This warranty shall provide for replacement of board if structural failure occurs, V-04. ULTRA-MODERN LI108GUARD CHAIRS: Life card chair with chrome plated brass handrail. and primer coa.od steel column as manufactured b Swimquip, Inc,, of Elmonte, Calif., t'ate #2820, or equal, hall be furnished and installed by the Pool Contractor, Chairs shall be eomploto g1~:qtr,: ladder, fiberglass Sort, Ii:fc+ Irre ,erver hook and receptacioi:,or- bench umbrella. No ~.smbrolla shall bo furnished under this Contract. Son SECTION 11 - ELECTRICAL SPH(3FICATJON8 for grounding of chairu and anchors ns required. F-05. DUPLEX 'ZEST SET Furnish a dual typo test sot for doterminv.tton of both chlorino tc!! idual and pH in the pool water. 'test sot slsail be mountod In carry inl, caso asxl havo a minimum of 9, colon standards for chlorine rasidsus)? ranging from 0.1 to 4,0 ppm, C0m'Pilf for r,csl.or standards for 141 value*; shalt rangg from c;,8 to 8.4, Nino standards shall be providod. Sot` shall. bo 'I.,ylor #7.213, or equal, , F-2 F-06. SCALES: • Furniall and install ono sot of platform scales of approximate capacity from 0 to 1,000 pounds, Fairbanks -MorKO, or equal., for measurement of chlorine supply in cylinders. F-07. SAFETY PMUIPMEN'P: Thore shsll bo fu,.nnishod and installed in tho equipment room by tho Contractor, 0110 gas mask of tho type approved by the United Status 13UI'oau Of Minos for 11se with chlorine 999, F-08. CIRCULATING PUMP & MOTOR, Furnish and install a close-co~ipled, end--HUCtion centrifugal pump for Circulating tho pool water. Pump shall havo impeller machined and dosigned to discharge the number of gallons per minute for filtor and backwash as Flpocifiod, against tho total dynamic hoad as specified for each oporation, when oporated at 1750 rpm. The pumV 111)(1 11101;01' shall bo a built-together typo unit, The pu111f) hOLIBills; ;hall bn cast iron with bronze oncloHed typo impel.10A. 1.),116 shall be complotoly bronze Pittod and mounted in heavy-di_1ty ball bearings for both line and thrust, 'Pile motor shall bo 3-phase, 1750 RPM, as manui'ar,turod by the Westinl,h0us0 B100trie (:o., Wngnor Llootric Co., or approvod oqual, Thoro shall bo providod an across-tho-lino magnotic startor switch with ovorl.oad relay and low-voltage re101180 with ))U911bU t tell S3 to ti 011. 5e0 1-~11i1p 80110(10101 in back of 3pocifioations. F-3 F-09. SUMP PUMP$ Sump pump 'qtr be fuvni8hed wid .trri to -A i.nd i the VAIIje matihol• shall be A& ma nufRtotursd by tho, Pmci.iie bump Co.. o Oakland, California, Type ASY, Sire i-a/J. SW of CariAe3.ty to discharge 77 g,pm at a totxF a iEwharge hoad of 15-ft., Pump case shall be fabricated of mtminJonri ni;e~et,o gotur shall be 1/2 IIP, 230-volts di nglo -p1maim;, 1844 RvU,I sioctr. ical airouit for the pump rabRIt. lie extond«a 9A,om Uia pump morn panel. i SECTION G - PAINTING SPECIFICATIONS G-01, PAINTING - GENERAL; All paint materials to be usod shall be dolivored in unbroken container: and shall be of quality of recognized rcpntkblc mantirac_ turers, Cook, Shorwin-Williams, or oqu.1, Poo]. paint sh,.71 be as specified below. Workmanship shall coni'arm with standard aceopted good practice, Especial care shall be exercised in all painting and the preparation of all surfaces. Any foreign material, oil, gvoaso, pipo throad, lubricant, etc., shall be removed with a suitable detergent prior to painting. Galvr±iized materials shall be acid-washed prior to painting. G-02. POOL PAINT; A. Pool Floor and Waal Paine; After all other major work hau boon completed, the pool floor shall be prepared for painting and then painted, Procedure is as follows; • 1. Thoroughly clean pool with bru;hos atxi water, 2. Scrub and wash pool with a solution containing 1-1/2 oz. of tri-sodium pho5pha to and 1-1/2 oz,. of soap chips per gallon of water and thoroughly rinse off. 3. Thoroughly brush pool with a 10% solution of muviatic acid and water. Rinse oN :-elution thoroughly as otching progresses and agkin after romplotion of etching Loavo no smooth snots. If necessary, treat "trouble" aroas with undiluted acid. 4. Allow surfaces to dry thoroughly. Under no circumstances, shall paint be applied on surfaces which might be oven moderately damp. Pnii;ting shall be begun aftor dow has evaporated in the morning and before moisture forma in the evening. 5. Apply with brush or rollor one coat of Ra,nuc Enamel Undercoater, Typo A, white, at the rate of 200 square foot per gallon. Enamel to be manufa rturod by tho Inartol Co. • G-02, POOL PAINT; G-2 At Pool door &~Wall paint, Continues], 6. Apply with brush or roller ons'a coat of Ramuc F,namel 'T'ype A, white, at the rote of 280 sq, ft, por gallon, 7. After the second coat of pool onamol gloor finish has dried sufficiently, e" wide swimming lanes shall be painted on with "Ramuc" enr..mel, 'T'ype A, black., All cleaning and painting as above shall be in strict accordance with the manufacturer's recommendations, B. Depth Markers; Depth markers shall be painted at locations shown rn the Plans. Two depth markers shall be required at each looation, one 4" high marker to be painted above the scum gutter lip on the coping Pane and one 8" high marl.ax to ba painted on the surface of the pool deck, approximately 1-ft, from the edge of the coping, Markers shall be stencilled on a white rectangular background, with black paint. Paint shall be Ramuc Nnamei. The pool paint shall be specifically excluded from the items warranted by the Contractor, as covered by Section A-09, C. Concrete Divinf Tewers; If concrete diving towers are specified and shown, they shall, be cleaned and painted in accordance with that specified :for ti;e pool rloor. . U- 03, PAINTING 'INTG - MECHANICAL: 0-3 Galvanized, chrome plated oz' stainlosri stool deck equipment, such as (living stands, life guard chair, fend ng, otc., sliall racuivo no paint '1hc following items shall rocoivo one prime coat of, red load or zino chromate and two finish coats of motal enamel, 1. All black stool guard rails, standardH and other bbok steel items. 2. Exterior surfacoo of filter tanks, 3. All exposed cast iron fittings. 4. All equipment of vast iron +onstruction, with only such oxceptions as are hero,.;,after noted. Cast iron gratoH sihall recoiio no paint. Mack stool bar grates shall receive one prime coat only, of zinc chromate or rod load. Interior surfacos of filter tanks shall be completely covered with one coAt of QUigloy's Triplo-A Slx)cial Motal Preservative, Rust,- 01oum, Koppers, or equal. All exposed gRlvanizod pressure or auction piping shall be prepared for pointing by washing thoroughly wiHi muriatic acid, After which Cno prime coat and two filiish coats oi' metal enamel shall bo appliod. 4 I1-]. SECTION H - BLLC1'I2ICAL SPECIFICATIONS 11-01, ELECTRICAL ST-,RVICI, 'T'ile Owner or others sshall extend pormanont olectrioal service lines, providing eurront Tor power and lighting to the point indi•- ca tod on the Flans, Soo SECTION 13 - SPECIAL CONDI'T'IONS for t;ho limits of olectrical work to be porformed by the prime Contractor. 'Pho Electrical Contractor shall furnish and install all necessary panels and switches as described bolow and shall completely wiro his work ready for occupancy, including tho necos- sary wiring and switches for the submarine tight units, nroa light units and all wiring for electrical motors and building light, The General Contractor shall furnish and install b.raam pipe from sub- marine light niches to dock junction boxes, The equipment Contractor shall furnish tine magnetic starter and pushbutton :station for the circulating pump motor and shall install pump and motor, but the starter and pushbutton station shall be installed by the Elect.ricol Contractor. All electrical work regktired for this project, with oxceptions specifically noted olrsowherr;, shall be performed at the expense of tile primo Contractor, The differentiation outlined above in clofining the work to be performed by the Electrical Contractor is included only • to facilitate the definition of the amount of work to be performed by an Electrical Subcontractor, should the Prime Contractor choose to lot a subcontract for the electrical work, 1I-02, IVIRINO, All wiring to bo buried shall bn installed in rigid galvanized conduit, Conduit to be installed exrosed or within masonry walls, above grade, may be thinwall typ. All conductors ohall bo Type 1111W, unlessotherwise noted oil the hl¢ins, All wiring and complete installation for power and lighting whore applicable, shall conform with Article 680 of the 1062 edition I of the National Electric%ll Code, however, tho intent of, certain portions of the Article (380 is not clear, therefore, for clarifica- tion) refer to interprotations as covered elsewhere in this section, 11••2 11-03, GROUNDING: • All dock Junction boxes shall be provided with two independont grounding terminal connoctions within each box, Article 680-'1 paragraph (c), shall be intorprotod to mean an unbroken No. 14'40t or largur, insUlated copper wire, within the deck box, and connected to one of the dock box torminal conneotIons providing a common ground to the distribution pnnol. ground. Thisi wire to bo separate wire and not oonnooted to the ground lug wire of power supply except for connection at panel ground lug. All conduit, pool piping systems, reinforcing bare, fencing, area :light poles, pool 'lighting fixtures, ladders, diving stands, life guard chairs and other fixed or embeddod motni items about tl►e pool and wading pool shall be metallically bonded together and adequately connected to the common grounding electrode connecting the dock ,)unction box ground to main panel ground. Separate ground wires may be run from various items to panel grounding lugs or the items may be bonded to each other with one or more ground wires from such groups of bonded items run to panel ground, Reinforcing may be us used to connect groups, i,e, ladders, dive stands, etc, bonded to pool reinforcing with one wire ground from pool reinforcing run to panel ground direct or to ouLside lug or clump ground on ,)unction box. The Code is interpreted to moan that the reinforcing steel grid system installed in accordance with standard practice including • the bar la)s is adenuato as a ground conductor, making possible tho connection of ground wires from LItU reinforcing steel to the various metal items mentioned above, at points where most convenient. No welding or spoci.nl treatment of bt%r laps is required. Equipment shall be grounded by the use of c. amp -on connoctovs of approved materials, clamped to the ladder anchors, pipe, reinforcing bars, etc. (,Soo typical details in back of specifications.) Article; 6130-•4, paragraph (f) Shall be interpreted to moan that tho conduit oxtend.i.ng from tho pool lighting fixture housing to the dock junction box, shall not be separately grounded, In locations whe o dielectric bushings or insulating un~ony are shown, the code is interpreted to mean that the wall stub shall not be grounded, which, if grounded, would defeat the purpoyo of the dielectric bushings in preventing electrolysis, I1-04, AREA LIGHTING STANDAIILgd Area lighting standards shall be fabricated of Schedule 40, stool pipe to dimonsions shown in detai'lod drawings. Standards shall be set a minimum of 4'0" below ftnishod grade +a poured concrete, at least S" in diameter, 1I-05, DECK JUNCTION BOXES: 11-3 One brass Junction box with two indopondont grounding terminal connections within the box, shall bo mounted in the pool deck area at each submarine light location to conform with the setting detail shown intho back of these specifications in the Submarine Light 'Detail. Mount ,unction boxes approximately 1r4" higher than the st,,rfaco of the pool docks immediately vurrounding the box and slope the concrete away from box cover in all directions to provide positive drainage, Jruneti.onbox shall be Landon #5102, or equal, H-08, SUBMARINE LIG1[r UNITS: 600wwatt submarine light units ohall be 5wimquip Corp, #310, or equal, Each ullit shallr be providod with sufficient heavy-duty f'l.exibto waterproof cable to permit removal from the water for relamping without loworing the water in the pool or disconnecting conductors, The light units shall be complete with rectilinear spread lenses, brass pipe conduit from recess in pool walls to deck boxes, special lamps aura all necessary accessories, In addition to any othor grounding, each submarine light unit shall be ind1vtduall.,y grounded in the bronr,e do,:k junction box above the unit, by a screwed connection on io ground wire from tho light to the ;Junction box, 11-07, POOL, AREA I,IGHTINO, Pool area lighting shall. bo provided mounted on standards of Hteel pipe, 17-ft, high and on the bathhouse fascia. Pipe standards shall be furnished and installed by the General Contractor, but all fixtures and wiring shall be by tho Electrical Contractor, Conduit to individual light standards shn'll bo inyorled through the connection provided in the bai3o ;7f the standard and shall be extended a minimum of 12" above finished grade at that point. On each light standard, there shall be mounted a 2" 5302 slip .."fitter, an 5301 junction box and the number of 5300 lampholdors indir,a,'.ed on the Plans, and manufactured by the Steber Mfg, Co. Area lights shown on the bathhouse shall be mounted on tho batlihouso fascia or as detailed, Mounting hardware shall include nocosaary adapter boxes, "Y" adapters, tamp holders, junction bores, mounting arms, etc, for recoipt of 160-watt PAR 38 flood lamp. x-08. SWITCHES; N-4 Electrical switches shall be installed an shown on the Electrical Riser Diagram or the ;Plana. Switch "A" - MAIN DISCOS ECr: ?00--r1mjtia , ftlaro D, #D-324N, or .,.."....iiquit" ";sniixa~luty Satart,q 8wlt0h, 4«wixoo F3/N (3-blade, ;1-f msos) 2d0-voAt8v lumad 123-ampoo, with #NCN 125 fosex, Switch "8" - MMON DIFJO)NNXCT: 100-amps, Square D, ArD.,323, or equals tl~in xdl;"bi~ y"" "sty Switch, 3-poies 240-volts, fused 16,9-amps, with #xCN 100 Musts. Switch "C" - MOTOR CONTROL: Bgtrarro n, 0119s6 8536, or equal, ~Magnet:.o lWixter, 3-pole, 200-220 volts, NNYA thine 3, Type 90-19 Switch, 'IV' - PUSHBUT OW STATION: Square ID, 'hype 8-30 Pvshb4tton o ~sr'~ia~art~Stop", Switch 'IV' w FILTH ARNA PAMA 100-amp,s,, Squara D, #QO-6DPs or equal; Maa7 ~Wr, equipped with one 20-amp,, dmubto" pole breakox for 200-volt riuglo phase service to amp purse. I ! A 1 ~ll Y` 11 h vi VI cj 1ji l ,34 1 I/ Z~ I t u I r C ~ • ti F7 - A. W aV lylA g %2fX510`Gvr~y,~~,Wy (arc ran f.. 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