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Home My WebLink AboutWWP2701431(9) HONEY CREEK SEWER S-296 Approval of Material Sources & Related Corresp. /9v b 507J Nas s ° Mill 311A 3lld d0 ONINN10313 ma- aEli M -Iron*L /•I(.. I r,41YOVIVA,401Pb•30' It ••tI■f1lSI.-^VW•M, 70 ryFAv,V(' B,fCC.ti•t .TM ' • M Sr,"SAP o PR.N T 'M L OP OF Pi O .C, _ se►g' ___. *" r# in�w om-r « wr a s Aft-Am. s- M *a as b= +irC11 1 6 w im ^.... - ,. ♦ Pw S. Qum t,UT. 6 6 2 I l f- ■ ?' x . M wzA 1 ! !i• 1 —I 6, lt . • 6 { rN. �O � . ,• MINDfl Oil t. U" s�' ■ 9• ■.-e' iI67At 1 8M {. R1i "/ Ar/iM 4t1.• Aw.6 N 1 Bi i � i �1. ,...l3bl. Ai,r• gilt + .a_ 1" lA, wwj 1O. wAt whoor 1 6 F�9 "w,w-.!ie W �t, 01 16 R t PLO + 1#. MR !6 1 { 1� YtAi {! pipe 1• • �• / � 11. An Oft NOW B 4 • r'• to 4" MO —_ T e11D 01 •TOI r . _ g . ._..' 11. 11t MR @ ` .*+'M Vt r '• 14. 6 •W, "Awomwam 1 F V- ari U. 31R6f.10YKOJ STIA LOOT" p RCS It. 49CW MK7 /O S �H'SIt► 1A' l• i �Y RCS 1E. M{Y6R r! 5 J"M II lU. ' -..StopSOLT #•iS •1 •itr.I AW4iOA DOLT IAYOVT 71 4 OF STtii wan 3 fir• 1 t 14M, 0Y•4RT QM�7 RS li. Dh (M,'t grMDIr,1 iu l 4�.f� a aeiew nc�o rMr { a� i �{..�. I y ..i"M•Yt MA l_J Pb' + i _ .7• +P�"DIA WATE RMAh MQ©f_t_ ywvcsaX .*o sue v fA qA lYt, .rum-.-.. mom n A[uiVL£ ,1�A>.41. laAO! .Vd AK D. :1fJi j4AN AL CAm p. P► _ P. B SIBMITUL PROJECT: CITY Of RENTON HONEY CREEK SEWAGE PUMP STATION AND FORCE MAIN ARCHITECT: ENGINEER: HAMMOND, COLLIER 6 WADE•LIVINGSTONE ASSOCIATES INC. CONTRACTOR : ARROW FUCTRIC. JOB SO. A 33Z �U APR HAMMOND,COLULN a WADE LIVID-Z'TONE ASSOCIATES. INC General Flectric • suPoY CONi PAN A Orvi$,ON OF GENERAL ELEC'RIC COMPANY Prglect t Hotry .kPmk :x"aye Punt .`nation ,A$' of Reston Schedule i 1 1 WIDOW t Naaeotd. ,b111er & cede-Uvf.tretone Aasoc., Inc. 4010 star way North Seattle, wA 98133 :bntractor t R.W. Scott knetruction 9840 Cam Rani Renton, WA 98055 Aectrical. Ubmittals - Arrow Electric Co., Inn. 1. RiCid Galvanized .:orxhdt 2. PV� Schedule 40 bnduit 3. Are TWN rOTN Stranded 4. Switches Ga 5951 5. Raeertaclss 0H 5252 f. Fixture Type "B" :-N -r!'--(42070 7. Fixture Type "C" Koran 53W 8. Ormind nods Blackburn 3/4 A 10 9. Padmount transforwer Balteau 10. 15KP Cabie Rome or AnciMar •-Ou]d like option of ft mishinq oiUwr cable depetdim on availability at tires of planing order Ok q W you epecpy=Rqd CNxk., orw . ya,r..n De ;oe of AnefA mrnm dwla RIF p IMPIRM StnArt.Mad Raid gwdv hasr - Ful Of^IeCW Ip the WCW" {yNern a Ilga r b 9y 99 9,Ibp9{ham Oprp- s00wd44prl MOssaffar,. ery t:tb% ,Ode cAmp{9wCY I" a* snewbck TlreaeN�el,e9,la,09Wre11111etAebrmisarld reCeeay tydem 011ra111eb Nr rMed OIM91.'•9n. N rsssde w Beb{rszep AbSa GRC IS""w".Owed eft,IM 2OwldM emOp,n new cu" ,:OnnnuOUe retrleeye b t"we 9u" Cabal to A000 Aga Cawwq reeW Rat w"VM,Wfa IWMCW w enl snip,la,d�„�Prpbcbe essp 9trsepl asen prava d 0kn rrA wls ret fre stn E1ryn IKA n OrO.,des f~bv+ "np a Or1 aM megrwc ere9Nnp n1Cn V w "cpa9d Ala,Yawn ewe w lIeCM ena GRC amNMKlosafwm wrlp stela 9te1 OOm9,rlp planege '.'eldl saeew Nea n/wwla,1 a 090 with O'co y 92w r9stim rep Ow10e sna R2wyazed N w rOJwwlwp gv1w10,1g con"Iff 1NEC cos PW.W b is of two laid mpnla Arlw* 0.910, • 7s2pMMNM %kwo"o W7Y{e�9z1r Se` labs, .swnota sap Anbnclat Nesorw ]beOrN elwtos 1A N S 11 SOedeeeewl owl sal- d dais mww psrlO,2 wrAe O1rleAlewc la�b ps m ebwprAr•pA Amoa 9e6 d"NeAslW Ea2r0 Cape amm 1w ew LMMw rM M�Mi9NMwwb ■1�re 1929C u I. Gww 1hm-- Crp ODvOc n.r .rn liar � p �ut�.. =..+•.. .w.. w..� ww,��rr aewl aw► Aw.r. vr,w, a rn tr o. •r,w seen rw r� r� � f • r � ... a �, crr . � . e r •.n w• "t M 2e if ONO 213 0104 29 911 Y' 0'J 100 ]0.N 2.{00 T{2 2.OM MT 13.9 29N l of NN 102p MT Of07 27 9'nM• 0.03 60 16.24 90M 91J 2.I80 2M 199 am tN MM 1316 ,U.1 OIM ]! r,t• 2M M 1lBe 1,9M 20 2.1M On 149 .HM __._. t`. 1y _ 9152 IMp U2 Otb 71 111• ]O9 70 911 900 271 1,9M an 192 913e t 25{ 11T0) 1Mp N3 01N )♦ rt/' ON 226'.am f )5: 159F/ 29T5 Nz 0.1N )T ►n• ]02 193 2.112 9M 2/3 MTT Ys1 - .. — 2o:q 9{M n9 o1M /9 r,oY• ]ot _ _ 400 ,n 2aM 1.00111 /72 .NM Tf1.7Y3 tT 3200 09 0206 !ID r10Y• 701 NO 91 2.142 972 VIS my )'. MO Mai 1O IMp IOU O2H 56 Y10Y• )tw -- — 2M M 2.1M 9M 325 910 +000 N790 IMp tl•] OL9 s.T ►,0.. ion _ — MD ail 2,O9D MT BIDS 4219 S 1329 9M'5 55{] y,) 09N 62 r1a 1W 31 1 310 SIDS M6 7215 • s 11ID5 M9M {ply 1069 02N to 9tp' 3n0 — IM ]t 1,>7{ 910 369100M ,r•.ew ,mew.a,..,a.r.....1+iy`r.n.w,+..,... < . n.ynr.nr.wrrr♦ Y.w I*M E.UMwsR awesy,&N42e►wnw• 13121]]►N70 fl a.g$44U Farm No ATC.L,IM t1 ^A,F avlw' ft W'mw.A''U^w9 bCpOW,n 14n71 e Y .;'1r11V1Mr10w PpedM1.N. 1V 01101 ATeCF_ 10 CMM••r Wr,,n 19•2:Cn.Mmt i WARAWY• WArA PVC CONDUIT AND FITTINGS • Schedule 40 Hco,r v Vka1i • Schedule 80 Extra Heavy Aall LISTED Conforms to: • Underwriters Laboratories Standard 651. • Underwriters Laboratories ust with wires rated to 90°C. • Conforms to NE1MA TG2. • Acceptance under Sunlight Resistance • I-vet igation. W!•tM^P""CM • UVPW PI TK PAW • ►C MP it@ • T•CNatM.V!•9WJ ♦ M5+:51t, • lAinv +`. SM� M HEAVY WALL PVC CONDUIT 1e6101a Ol 044OW•Whe Lugar 6"04 4vemb to vow"der 4eatact factor. + �MI*Pk6 w►� Foo 1 I4etttFrlN i 61Ba M 166' w M� pr(+aM1 0.0 j ►0. Y I I6' to 109 VW m fel ! "0 2.500' tAap T Am .113 1' 311ba. 100 2.000 1.315 1,040 .133 i 42U -- 1,5W' 1.0lD 1, 1.31D .140 1`/1 51 Ibs - 1,5(10' 1.980 1.810 145 2' 68 lb$ - 1.0W' 2.375 j LOST .154 21/11 107 Ibs. - 1.000' 2.875 2.40 .203 3" •a t Ibs - 550 3.500 3.088 .216 3!4' 170 lbs - 5W' 4.0M 33,54 .228 a" 2W tbe. - SW4.500 4.Qi{ .237 5' 271 tbs. - 400• 5,563 S.047 .256 6' 353 lbs. - 280' 66M 6,006 280 • TVPE 80 EXTRA HEAVY WALL PVC CONDUIT LISTED tUf,at leneths.S.•h.40 mupung supplied but not attached, For installations where conduit tnav be aubk•ctpd to extreme abus ,sa•h as exposed inxtallatr,o. in tunnels.subways.drn'ewayb or factory work areas. It has also heen used uwkr heavj) trAvol d MadwA.e. Shipping Wt Feet Feat 71BIefB81 Wn per 100' Per BmWle qr Pallet O.D. 1.0, T WON 14. t, 20.1 Ibs 100 2.500• '840 546 .147 -_ W 27.2 lbs. iCJ ZWO 1050 742 .154 1' i 40.2 tbs, too2,000 1311, 957 179 l I 1S.4 the. 13W 1 No 1 278 191 1',r 67.3 tbs. - 1 5W, 1 900 1.5W 2W 2' 0&1 tbs - 1.Wo• 2375 1939 j .218 2w' 14"fbl . 1,000 2.875 1 2.323 276 3' ""me. 5W 3 5W 2. W I -MO 3vr' I 232.0les. SW a OOO 33M .318 �,.._.._ _-_. •' MO tbs. - 5W 4 500 3.628 i 337 • 5" 20►O IW = 400' 5%3 4.813 111 6"fj 63t.081e. I 200' 662b 6.761 .432 ,N aCoaaet(artery for TAw W Ljot call Conduit. wwtl«ootaatay0era 7ltp►onalacomaaeaa R4,Beetly r««na.erwal Nwrt+n1 trtw:teeew ' � Ra►u4iu►or H.pa aril PMatrsLN w Cable SIEC 2w C O a ra o n n - s•RIN•w.1,t94t • $Ww�EM 19t1tw ROME THWN or THHN 1'1Me PVC—Nylon, 60o Volts wn,ic,aluN 0ar•r9NwtwEtattwsNw6rNttmr _. _ _ w�wr ,Miss,NatpMn w o qua �N•Nm1Mpwiw�.wi yh 4Y4 Nr wwy M N�Irw Iwo •• u"��ooN .IaNOSWs i-lrwOW ttet•raw �� N Tryryrywpt lMb-99Cw•ry 1ww41e w1a•oit� 1 0ro6wtt-cm RrNMt�iE 0 •e mwtw-Sim ttarrttTm Wtt�abxiCw wmaN•w wwq wtlrw.•0'0 am tlOtaw pob Et•Nr 69s•aa9On JCJOA.iyaI PrwFa08M Mtw Naywc yyyyerKawacMM'cer.`KM.MVCryb wyN♦�M� NEG..�q u+r.'taw ��IHbn ONn• ]4°C �'^on JawN KMa ]NrM1 INIM- SW RERwE•.TMNNt la Sod 15 t 11 �20t 25? :6 t] - _ _ 5W coat tar an S S S S S S S 9 '] 500 tON. a pn s s s s s s sST 5 s s • ti Soto i5 a 13 251 1] 2500 NP r S S S S ]0} 2• 2 S 5 s00'cbw 1 Psl w In. S S S S S S $ $ 10 Sa 20 a 16 351 40t >e V NA s S s S S s S S S s 39 'SJIY cab ]E1 nn S $ s S M 5M S $ $ S SIS S s - _ 1aM•IrM1Y a)IIMM at TtYM) 14 19 `5 t tt 201 St ..6 1• •. 500'Dais I PEr nr is 'i0 " awcm S SSsssSsss 12 19 15 a 4 25t 30t 25 ri 300c S 6 S�S S S $�- 500 tpk a M1 ttn S S S S S $ S S $ t0 19 20 t 1] 351 M} 27 2w NRroN $ S S S S S S S� M 500'c9Yt I M cm. 41 500 sGN a W M S S S s s s s $ 6 19 JO 5 2J SO 55 21 41 25M NR feEi S S s B 19 J0 5 26 •5 ]5 90 1 99 500• NR IeN s S S S S S S S a 19 M 5 17 M 96 155 IN 5w.low NR 3 19 M 1 IY 6 36 1ro 110 190 20a 5w NRNR,.: S $ S M 6 39 1t5 130 235 :sa SIX' 1000' NR qa S S S ' 19 50 ] 45 130 ISO 300 319 IOM NRN S I10 t9 50 ) 50 tgD lro 310 395 1000 NR ryl S 2'0 19 s0 1 000 4 a 14 50 ) p 200175 00 400 565 1 2226 NR wM S f 19 s0 5]0 •00 10Rt NR 1rr S ) M 230 2W 710 ]l5 t000' NR" $ 3300 37 e n 2ss B ]] 2•S 320 1020 905 �Ns NR rnl s 400 37 W • u 3f0 wo 1165 t2ri to NR IEN S SW 37 60 • 9] 33s W 1350 ow NA nhi $ 500 61 SO • Y6 3e0 4w 19M I])s IMOj1 )5O 61 0 9 t q aT5 NA r1 "S 2w5 1000 61 ro 9 I y Sa5 615 3" mqpR +RVMNv wn NECaax mat tNntrw cobalvan tp.0 rnrpy„xN .. 1^NwN ,!N't conn�no•N^NNMrt tM]9 C w-npNy n wN a•ery tr nn�a VtY µ iNr.N mobNww W l0•C rnwm n a1 botmnt ,y t i6t ta1Y tNM+I•tYN rH 1ti owr nemnt aNN'1Yn ffW.p tNNq�5•MYF b•is NM1N tmpwf tle�]tW0 NM'k Y^i'aa b 10�mwN'Elt NtN�NaNbb TI500t NF M•� lV�f�t1WUw ':xtr^M tMo�••91rvrA+ �0M1 '�J'h �]iN aryr xrMtlN r bnE N$IntnalNtlNti Mt9ma1 M NII iMN IttrMM MMYE rtwl tli91w1 w t1Yl1w NMtty ttllat. Rome Cable SPEC 2020 9 h it Specificat on ROME THWN or THHN PVC—Nylon 60011 I SCOPE I INSspeL,l,Lalgn daaaMMa 11110 pNMMUN ROM TWM *r T►IfftS alNa Pu;0S*bhalbrhq was osie~with pOlynny ,.r„n11PVClNMppMNMwMIAt011aIpIaMIpMaMaald lNblaelraled b.lh0hlrn0 arld poww chrcuts ac 600 vt".o•lose.M "RIM M it"I" iY Will WOW to kleV TMw'sa may be upload at OM maihmhnh ronl:,'.ucW: :.•r luctoh w11"NEIMM m try tpCaMpM A11d 75'C n wN IOCAIMna arltl a MMd by UrMwwrters LaNprarole9 Mr y9a rn AtgalMlMa,AM AMlda 910 a iM Naona EIeG11p11 Cps 2. APPLICABLE SPECIFICATIOIN 7 w nq 9gN:ahLdlhpM IOte A plat of MIM apw.hhca,• ,,10 to avant Spe4Mmt Naruhn 2, h Untlarwnlers laboravMa SMMad M31or TnwmoryaShc IrouMled Wwe ! 2 UneV1e9lt LaDwak)"M BIIWrd 105'for MarNre Tool INI M and Cab",S1,an�,rams cnhV, 2 +. j Ubarwhets Labxabr"yYali 758 to 106"C Apd mni:,VMhrp Mww.Ns 1 i Fweral Spw:hhcatM J-G90A ]. CONDUCTORS " Cond,w r"s shall be s0W,CIWx 8 M CM S C abahOaO_MaeaMd Wa•Oaed CO"F pM UL Standaros$3 w 1063 a INSULATION Each cm'&. r M W M "swaW l"Nl PVC AIM"W"I'd Wo nybn Cw OW9 weh the lugl�nla of UL • SWKINdM7tw IyMTMMNTWOtWOULfta dlMfN1yP1.MTW InaOdMm TypaTK"ar TIN/NMep C=PtYWMhOMNMMMMOMOWS OOVOI A N nIVNIMMEalUL ShAdard B.T The nSUmMsnap aim cornphwan Ul rapurwMM1 Mr 105-C AppaoM►VA*q RAW" a 2 TM pM1plMeUpIMldPy(�'11pIWIM,Naf�iMOgILL4ksprel O#"DaN{1paaAeA n UL Slandwd Gj tw Types TIMNN or TIM N TM rm W eMml V NY r MV pat.a IN,PVC eaN M On."be MI'Ma thmh W,of tM sowili w fiammw ttU*nm TM PWOPJM flift M it N any PMaa d tM nylwl Sheath,Shall be as spera e,n III StNaYMMO TIMNNTMIN TMPVCaMUNbnandnylwhanewhslWlbe409Mdtl9nNto"cnn4pc" and I0 each WIN art"be hseahgpn0 S. IOE'TIFICATION 5 I The whro snap be 4r*h d by Milli ww"a dMrhalO marNMA[shPw a AMMilkelplh.coNAIctw as W4 i .)page 1®InV UL Symwv type dpgnN+OrM and apm al rit" M. TESTS G 1 W ne Shan ce Tested m acmrdanw wM1 Itla lapwwnems d UL SUndam&T br Types TNNfII w THIMI was antl br INS ophen"C Isdne Ind On Rea'Stant It approvals a9,ypP MT W b UL S,.,,dmd 1063 wuI as NVM to UL Stan4ar0 758 7 1 ABELS The wife snnhbNa,the UmAiwraMra LaWramatS abehi Types THWNor l and Typeki r Sl,andeV LMtlhlfbrel • I Switches specMC—SOM c-rade S/� LA CERI IF IED FEDERAL SPECLFICAtK)NS W.S W- �`0 277 VAC,' QUIET NFMA PERFORMANCE Back and Side Wired Grounding Switch9s EIKXOR ww Ra" SN POW A7 E5 r y'Merr�wyr fw aErEY/� I+Yf1•� +� 8 � ! J fit r.. rar»r 4•wY+a Ixl t.r. n Alm WI l .M as aa.-R add Ev�rfa. afsgtaa of Mfa -tn 3o,on.ro.A&'•a arer all su a as QI la m4Q.ra as a0 IbER•Er yf RROYn of wl tp.as as >'G Kaa •we." MIMa9 Treff•El.�.•�I.eR1• SiV•R+nr 'Y^REMb•w'fI.OrE Lib 141'-eG hwnrlly ON•• ,ioatmurimft moo m•Im wpoer of fSls0.G oar Ew.ew a noMENlAmr aar••�. rar t.ES of MIyryy aef -:%i�-Sa•sa•a is 7" Sao atfMEwa GES -Iq da.da-MM-Ea 1w..w at Gf nS• .IQ is ia./Q q.p sew•+r __ aF ebE1E0 .� at SPo) .1 d -.—.—'luw•OvfMwy40MR.. _ f Ow�r•wrlswn os �j�`V.j� uAWI•MFa WNIKi • �E'e'e�g 14�J, alE9EEa uelssm -KM bb•" L Ms Y" ____ 'la as_ iN•i\ GE SSJStG "Rw E«wEr•p•wyf Mln MfiE 1pfEO••p Hospital (:all Switch -------- SnmW M GE 5931 IG m GE 5932 IG efcopt • Sdo Wvea ONy • ON "O .,posnwr Funlgllfa Mm 8 nYla^[pRt fM acEw Eye W use w,ln ylfnafrn waf pWE Cr ro _ 1 __of Splt MCG S-9,PA, aE SfatA IKG _W M191 Ilea pygf _. �lCFfilYe fMfp f•fEfflreeidlYlFIW UMMMr•q GENERAL 0 ELECTRIC A3 Straight Blade Devices NEMA },gR NEMA Line 5 125V 2-POLE, 3 WIRE 15A Hospital GradelUrmbacker15252 of Pro UneTM GE 8200 GEN 5262 GEN 5252 1 Ny1on tee sruvlves a hve Pwurso welgw doppe0 15 mm", t,-pt bark w.nr,g rag;rp a MeoMm wrong ae,"aM on Itre tare harrows an overbed test of 250 cycles At 2W ,t,screw-annate0 metal combs/or,test rated cuxvm• reSgN ba g"" cJWsnif and Met .tepen,table COnrypl KK,to a 14.12 or 10 copper W clrrrkc" cop . cga Lvnd ctom 2 See c"W below N S,Oe wrong IMs lour balmy straws that are UrrbW W br 0 Wrap around eb40&Me wor4m rrl OUPPOI To Ine em-ic :r''!1"11`1 retenl,nn Oar"erso 101*1 Wool,dual tU Moe 00 back See chart beaw 9 ComPW 00 ,s up b 1, mrtower,t"A many,nd,stn,1 a heavy assoff"hard Aare etaaW IMougn Itg"dole N the dev.CAS•". dW LMYE BACKER GEN S252,s easy 10 Into also dsvae w:th a OR"roeovme sera reor to prllI separated !Mrw,b mare Yfe-SPACH DaNrMn Ine w1rcr Mi mews Arid 5 T"w wottingmn4ba W"cenMAm and caMmuoug Pre Gsa Depth 97 VVWM 131' gluurkHM7 pen soolslorl DA m Bans sprung Wnlacly,050 10 Pos Grouts chp nnms red @,.� ,,ny gaturs for lox Mot offer■ddeerW show 5o novae a aw resgtence pall! ,es,slance ccnmarn Ip!M metal M. Its too cwreft i 1 Breas I,"M(Ms Perma.-w q d,pea vuls ae spAt-c mPa Strew Ir Cor4NMottlV CW4uphrlq capper 0".backed mcoptectes uo oY WIN WO OINK 01111" seen*peed pteawe Ax 12. Brwek ad ateshar ears we cor,venant a,spaces ara rw . snug p,:q.egmron o.er tha veers handle Wwsua aPphcm.,, i 13. ULLeYlttd ULVwI,•MoFWSpec NEMAPertorrrwnce 11 g CSA 0trled0 2 _ 10 1 7 5 \, 5 13 e � 3 a HOSPITAL GRADE ury .,n 5290F PBOLINE -------- 1 1 i�., -back 2. Thw yccset U ck . I. , �:It+"tral,i.•,rk 1-pgledbralson 3 Steer snap GE sri2.Cl Ur q, Cam _. __ ._.... br Ma. ppy i ? t ! a 11 y3 r __ find • E 1200 t.2.4,a.A t i 7 F G GE 1200AM!1 1 GEN 5 .1, 2,O. ) a 9 (W role -. .14m UU ant _ GE 12MI15 2 r GE 5212 C I;ot,s rv,P w,W,a I k,p, mu,d Gosh 810 %L-2 50-40OW HPS HAZARD-GARD Lighting Fixtures• Integral Ballast Factory Sealed • Pandanr Funuraa Wen Bricker Finurea Cadnq Fulun4 Stanchion Fixture Wilryoul With WIwOW With WgMul with Without With moo Guam Guard Gu4rr Guard Guard Guard Guars Guard wan• spa Cat • Car.. tnt.- CM • Cat.• cat . CM • Cm - High Pressure Sodium—High Power Factor DoNaet(Min.P.F.91 W 34 EVMBX42050 EVMBK42051 EVMCX42MO EVMCX42051 EV%U13U50 EVMA43051 EVMBX43050 EVMBX4305t E%MC X43CSo EVMCX4301, 1 14 EVMJ44W.,V I.VMJ41t151 It- 34 EVWX420M EVMBX420r1 -%4;0�0 EVMCX420T FVMA43010 FVMA4M'I EVMB X430M EVMHX43011 �, EVMCX43071 1 14 EVMJ4WIO EVMJW71 MG 34 EVMBX42100 EVMBX42101 EVMCX42iOD F.VMCX42101 1 EVMA43tlV1 EVMA43101 EYMHX43100 LVMBX43101 FVMCX431W EVM11X43101 t 14 EVMJ441OU EVMJ44101 1501 34 EVMBX42150 EVMBX42151 EYMCX42150 EVMCX42151 EVMA4315C EVMA43151 EVMBX4315O EVM8X431%1 EVMCX431W EVMCX43151 1 14 EVMJ44150 FVMJ44151 200y 34 EVMBXA2200 EVM1042201 EVht'_'.X:t22W EVMCX42201 1 E~3200 EVMA43201 JYMBX43M EVMBX43301 EVWX43M EVMCX43301 ' '4 EV"4200 EVMJ 14XI .'S0t 34 FVMBIl42250 EVMBX42251 EVMCX42250 EVMCX4t251 EVMA432W EVMA43$51 EVMBX4WW FVMBX43251 i, MCX4n% EVWX43151 11a EVM,ta4250 EVMJ4t251 3105 34 EVM8142310 EVMBX42311 EVWX42110 EVMCK42311 I EVt1M33% EYMA43311 EVMBX43310 FVMBX43311 EVMCX433'C EVMCX4W11 ' 14 EV01J44310 EMVJN311 AON 34 EVMOX424W1 EVMBX4 401 EVMC%4.,,v EVMCX42401 I tVMA4i EYMA43101 EVM81443400 EVMBX43401 EVMCX43,iW EVMCX43401 ' 1 n Ev"44U0 EVM144401 • _ _._ etXr clw rm.•wn • 1Ceierq CJpnc•n mountf MM4Nn apvd2.4 ;ier lypFr wsn.lunaoM' +rrrnrun rnln 3dV Wa0•dd audr tX n+Col rlc f.,,1x raerMgb CVMA431§C lydt% To•p•cN1•M un ntn tpdV umC SM wn. CE roG140. Fa r.•mpb E1'NA4l'W 1'.•n l[ �441r//a•lvwa ea MraOM for vfa e Ch,u 1 GrwP•C 4MU son mry NL4 HAZARD-GARD' H_I.D. Lighting Fixtures Integral Ballast Factory Sealed Dimensions' Reflectors Dimensions + 9 L16 __�� un6 EVYSX 1 1 1 ( 1 1 1 EVMDaA 4.. fvW om. va- 30 MOunl,ny DNaI- < 1 4 � YSM u e E 4 4 MqM 451eali 4t OaM EVM6a.Edii f/1 30•argh _ C �J � 'I. ' t t t t High Bay Ty" DM.. Dome AD)3 2�.W 30 angle Aa73 ,644 1119n e.1. i�3412 + �.SN U 1 1 1 Fixture Net Weights:' E..lure only N.LO. lamp with Glo"and 1\ Source Walls Guard II.tn, 50 .10 �� A D 40 \ \ 100 4' 1501uV1 allN1g11 tti• mule 1501100Vi 44 Sddnpn 200 46 250 46 310 51 400 55 79 36 711 VvaVdr'r 1?$too 38 41 (VNJ 1 1 ^50 41 400 49 Mehl 175 42 hdn JIM 43 4X1 51 75."W 175.2%W MV N Sart IIII g4AaBaI,f All—BaMcl0r4 pandanl 1p Br4cael d tal0i SO.I0.OWMN6W NV5 400.150.31Q 46gW 4rrrt High w Coiling ' 64 SIanCl%In 2141d4. 175.260W MN 4001111111111 Owai Bay— A —0641 TEN a 6 e Guua I 1 JIM EVMA 25 116 26 27 $16 � 14 '6 26 7 16 26 916 EVMBX 21 76 26 1316 30 15 31 1'16 Fu .116 A34 31 36 ��4 VMCX 24 14 IS 16 26 14 21 316 22 1316 25 36 27 1.1 4[1"ih*' •^+^ EVMJ 22 1116 N IS 2S 14 26 11 2S ;36 27 11.16 26 34 Oeuum,INJ •1*3 Lrouw.hari '7 APPLICATION DATA' 'iM 1 AStMMo1 n - SYMMETRIC M rw Muvl rrOb�w.� its—TypZ T\ ae We-r- %M PeeeAgrl 1 i y • 4 ve a A' rtt.'...,ee Tea lleK.r aRw aw.rBel '° uwewlaRan. AePyellq.MIA. ' ~ A Sl]0 rd1W rVye.f11ACK NtiJ`.IVWw NICK '1 ap 111 re yPl n0 5 WIF I-rPlrerw.Ye Yrl AMAWbaA/MrIM Mw,W.eeM MTFIb i.YY.F1r.M.M1IW1/ei.VI11+Y Aw0lrnbb tlO.O♦ M�y�W WwY. +e�Ab'.y lylr M.r•.eAA'Yeeble�rMFreb YaYbelY.--MiA-.McIRMlerar.r.ra • DWEWIONS ... _ ORDERING INFORMATION WACNMN�, STANOAM NOLPS I Dill «w! Aa eeA•rxw"'X^sew Sa00 +hn NPS Itu D 1111111)Jul IW bal Im Srleneee. U _ ^owam Pcou"Ww.r.Art••+'+uan. 5.110 sow 4`5 iLiroal�ca�Al ill Al 12Me prM MI Wo 5]lL 'MY NPS aU D MFD imal•pF Eaant. Ia1N, : rt aun,OSMOG!' ecrwn.r^q vxArdtl. x MOrY wy+w f11P QW NPS ILU 0 MLU arty;NPi b ( , 1 a la^gMprOpl POSIORIP µYM.WOM�1. '�yq(w Krt. r tl 5]NI j W Nmru. "w"i, NPF eryFel.I^ Frnet.: r' — tl '3 v/�M1rNp✓T W�•OF Wrvr VOSIORIP bM.IprC'W RIYO J �5� e = 15rW1lfFG1l 11�1n OwrR�Ylig1 / NxMO.YPb C rely @wr O � I �.ee.erow • -NPF Croy:r,r•Mr w,.e•sur ro np^mores 4ata y"MM1 •`rwY '1MIZ rornn a4rMMAr AIm D'MI.Mblrpylyly M1lNXe MrppnWy MTaor b CN�r N4bn lCa 'Herv.Llnq U vw wren prs IA,M e pmNrn .... __. _.--.— 5lV YrY.wr r40'WPrry ltr:.neuM1 rdbM1 fp wwBflrlyri • .. QTV FW iWv4?^NPF YMebr'M I"MAMA 1w HAS:Ow I(ana Jm IOUw Aaanaw nr Poel.l ^G,.aramee+ • TneSe hxlu es are vINUJi'y ndeSIWCODIe lnfr are • '-« . 'r W gueranli tD ePMatann vanoalrsrn Uetlar m '°a, any ^•""^.AAA,Z:.. vl Ignllrq IlxItJay W"InarAel Ra•all will r@Va(e any 4111111 AMerde Reocee(b laCr. sryl�hxIulaS varQallle WMlnnM year ll rnSlalrPn arL nrDing Slti Eebn.vear IQ OUr IDSt'UCIgnS aN. Rews,1r1 r..� PP Ia:bry^'-M'atlalyl eer te'^I.rp'Qr P�)4nr NIV Y:rewb.v a _ erw m - 'n nG1l l MANUFACTURING CJA•PANY ONO w YI(.NMN St.CnlcpO.IL e0ele I]II)A}a500 TeNF T71M1 •recta w w.rYPeA..e�vrae•r ew Ground Rods 5al and CATALOG tOW NOVEMBER 197a mp1•cw IPAey 197o page Accessories • .ems ...... _•.�.. IArce Schock a E-1 Copper Sond�d Ground Rods All Blactbum Ground Rods—Regular.Sectional,and Pip To,,: —hew a heavy unlbrm mwnng of ONodMlytic copper. The copper to metallically bonded to a rg,d steel core. Copper Puns am forced elagnCallY to Io,n with the steel core, thus eelobllsting a corrosion resistant pond between the copper and Slee'. Threads on eectam rod s ds era rolled char tna copper halt M been bonded nd dad, e polo ;he steel and copper are rolled rtn0 the thread making it exceptionally stn)rg.;.,'.All Blackburn rode are put through a epeclrl drawing operation • whPCh • tM1 harden! It, copper to Gmvitle A I", male sadaoe br euv driving, • eAT Aoo SIZE u n . arAYWo wtgMT Ma TAe "'PI so t wo wn w � ita a A _...__._". 101 r.r. tie N'.•' 10 Z]l Is %'• { MO �4 •. 0 im eslM t'.r iia .—r.r _.._• m_ am ear— iao-- am ►'i/rY-`"i pp anw MA 15.• a • _—_ 7l6-IM nag t alY_ a Ilea -- 0rep. m• t .1• --y —__ice _ Side a1M • Side r as t aa.ro_.._.__._. 11EEw ST LOUIS, NISSOJRI 6311, PADMOUNTED DISTRIBUTION TRANSFORMER LA Dead Front Loop Feed with Bayonets ANSI Part i STANDARD ACCE�SORiFS 1 1 e DJr :.. Cnq.�.\SiQ Pv4's 1 •1'�� \.. ,I s L• fQc• r•,. 1ATc TG.I 1 J1..40 w. C/Q 1 It + t 14 -- J tQ '..AaIE ENTRANCE OETA;I - - — •. �rs.ra•a.w•�vw,wvtwnro r c•M••,ww �• ,�t4 Y6191OnfON6tNt.Wn •,• • • t � •. . . • • • OY •Nnpt IntY W 1gM0 •�,M,ll •. .. tl rY • A� �-v" RSV PNrnuungd 1raMrwmMa an Ma.i1'a+ero Isalaa m accw•+<u-1"ANSI CP It N'USA DgMa•a fYtwn • Rap.'anynl.I,v Dytrebeo,, PoeN pa RaQ,;uoaAa 1 Tranalnrome antl P Sf,T RaNlda AMSI p5!rt?)TMN PMN etlnaunMa amq,wPa Tesl's .�..�ila f[AMMRO FERT[llpp TM IM';yrny tNla N rllaee M W rnMe PryN MM1Me1 pl 1 aro^-a,fw IrerotdPPe IR INta w'rn aocdaNrl �� A"114 I ,nanbrl a 111e Asia Ske ,TN,peas saefaa I'M ai pNaYArNMR 3aa11yara trrer wNnwa Ia a d T1arlatnroyra. Pei. RlMaM1NrIRYYrMY11.On M rlrglrl'On M rNtl Plan M hnmv 1W1Ma In 4'rl!♦en RaYrr rMn por,.,etl .wipe Nr tfftfe d vaR un,1 eM At IM Prryrrye TranNo:+Iar le,r W h slyly M COAM!eorr,ea 10 AMcI a aM,tMl awy a•awn APK an ew,Rehr �'. RaI W,wq on n,e reMd.Maya carrcXon ar,0 on too kw Mr MON NIMR44"OR, sA1seIM.%h llyuo a lay C� ,Ta /wMMmna Id wit", No rNa Iefa el 1aM6 Adw"an rr telad.ARape . ON W n wN.rPw PAN<ollnecller.aatl IIMw P, co lw WWM J•f0a Per kT1y y [dame,~at nlaa AORepa,n lrla reMtl Aellape "a MW c^u• co+.neclpn P nA+yr'rpuvnl. TanPr crool MrMMIe. IMyufeM4 eM Ilwy Was al relay Cwrent M IN, rMn"wa ra.a'owy. OA•N Mv'we con n RA ard,udl e1,a an Mla My udenre d oM u^,,fI n only Of a Caen ruin;m a- CNMnaIA,n Main Ana IN,yaw WMM"a daAlce aI .SD waer RVR wd iarynr PpOm,NIa PnaN.ay,Id,lea"'.tM•also Apleye dM Ircn wu- IIIR(;nn yyp RVA Ana odor tc ANORCI n TM np1'w "*44IOv mrays Cd,pPUMnle ua AP;M NMnly1 INIa b,tarnaXr KAN w IM INIa., InaVew yolNMi Imetf law cn•v,.artnrny N aMlre el'a MIN OR Rom TM Stages, to co11W ".a^I JdxA Mw r'ernpeey eleel Mnye ,b/x1e w adacW lead�Kn rav M pnrtpnytl O rWRRea M1M 10IIIK!• ae'No' a"T 4;111 w� Pt^t '>I' ]!rnn grxvA qe1 ON.Ye( oil as,aoNra. T1e ca'�car•�NM iM.jMlelyM lealf Cram.N T,d mN I,IrpylN MI a reny.soM MX W PelRaea Yrroer Il,e l,ryn Pia Inr Sound Male anrrleerl.M,le to.wrdt re11My d Ma"up..,lo yy.,. tnA c,RnparrrM-t dvRe MAe a rtNN mm Iw'M1p OPTIONAL rMeNnlaM M,a IM prunelT cM,1Pa•1TPN Door a MwAr od An m 1111 caoMn M OPInM!RnUi IM rpe X ww a W. woke":boa to aperlea BuaNny inwrN RU je Uy soft im 1( l'au.d NvIt';; u IMKNrt , ro,areeNe al PNawawpeps Rdey tt r M�lonsy n.cv,rtaiy•aaV s M MW Ise CIIYIpP,alai,, fnnfCrMnun tlrarmeernpl(r WIW PWy d.eMI'.-%A,we Meal(AnllyCypn yna PrpXapna P,,.,i 1-5 to,PT-a d CT'a �XeuM leeal 9040 :,y1"RrmryMr Ya wnw�e N Y G a , C VO c.- tu ,,-p Sri AarllalR peep. 0... li1 S Lr GCI[r) �lQE �c+w:Cuc 710 IA1 R[OIly1[0 ORaM11a IIIUl�TOM neQ4e? �r � Ra3i'— tcu oSsezdjef >... Aa.r r.. ooaur tMiiee ri..r eleu a�lae�ira,nY,;p r ewrre aiiiA M, paluraiT..- IRi lutal, 0 w N 360 wz MM4L OR S�New , SGfira,E 17�o,lGto 1"tup Z.z'/L�.Af6A) YAo ��T� � Mue•lS[.a. �tacN i'�e.A.i,W9l wZawe�- UwraC tall Alo+r�' sly y'�--•' ��---_.. v N o _ _N o lo-Iz.wwl Aa.cr_ Clr trat£. • el�cy.aeaTuwaoR omwnnel► _" __ ,_—_^ Molded Case Circuit Breakers F225 Lime Circuit Bankers NITS ANtil .eo�,nap vwl.r TypeTF.1—NonAnterchangeableTrip jLKn1C 11L VIa1� h.UurNr eon.mV ioM wpa rrU pM "l 6u a Two.pok Thrrv^poly Fre.. rYM nM • TypesTFK.TMFKAnlemhangeable Trip _^_iV__` Two-1,01t eae VMlf K Mill, ISO VnNs tic Mea Three pop.,1VK Vail,ac Mea_750 Van a:M.. wu .M Accrewn�e GIll ((f IIICTRIC Rome Cable SPEC 7n2 • . . .. ., \ F4buKry 1 19ri6 ROME-EPR POWER CABLE, 15000 VOLTS Single Conductor,Shleded. 1330.Insulation Level AEIC CS6,MV-90,Sunlight Resistant,CT Use 4PM"To" ...Kwe+wwwmwwar.rlwn�.. ---- NFae+,ewrtalnw W YYW1 aweywyw wYwy,gNwoY are twat! wpKYMyYV�e4��eO��r��e�yil �w'n(r�♦�a1�LNlaW YIIY41w1 MM044*16 �V M M41blK WJrMbIWMYoy••�n IM1NYaa bI,I*lo Ab-09 ,imIoaMe1NKlCwYYYy;.lwK <ppw 9NWre ( Uu�xnvn ST4N0AWS Fvc:.Knw �p fb.4[� =,W=w-FwYrw p w N,4Ow wwYKe 1 j 1 8 C=tn o^ n.,w CEUA PWi a&Ws.:r= C La1wlb NL lF TypWKp.11w 91rgKa q]7 0 LKNey7 Ulr SUKy9hlYlrx [lFuatl FCnb—M-C-bgn uL NKerCT Oa Cs 1KNU EFwY.o CONs1gUCTgN Nan.•ETll EPIFk�IpYa Yvmwel meyilleos aline McYiwon 4rwN mMwmil'uq wryipymx+yywwroroNbbw AV4W'na n1Yee wluWk trx.Y,a wM 4`90s�nhMarq NN.bun adYa'�^f1 tl�YV1F,uW WIK✓1pwIM 1MMNwMu Vl+YIYGYKUI;v .. 99wYlwpFl}IYb. ' (N.e 1aCmn1F1 aW FNw w 1en Y 0vw hn WnMw Nt ID �_�� .. .._ Gc 'M bl ..._.��• MGL 11F.Ih !raluw J.chY aMa linllF gODFl frw Gsgw Ra1 lFnK lemw Ines __ _q'p I!M)AXTS.SNI[LDED.M%INSk"TKA LEVEL ILx.q. ,,iiW MwMWI e0 N 104 690 — 150 155 S Sb — 116 120 19 7.10 90 83 108 760 -- 170 ITS 5N — t30 t36 10 t9 2.0 r 67 1.13 wo .- IMe 200 s 64 tr Iris 20 is 220 eo 92 117 SM — 223 :30 S 1w — tm 176 30 19 2" e0 97 122 1130 — 2W 280 776 — a00 200 40 19 m r 103 130 13211 — 295 295 s e]o — 230 230 280 37 220 r 1 0s 135 :190 48 300 325 yy0 316 256 280 750 9] M 90 1 20 1 46 tr0 Will 3% 390 1130 430 3t0 Joe $00 37 720 80 1 J1 1 59 2w bye NO KS 5 1r0 ri16 370 790 rit no III) 1st I e7 3w10 r5 rir %5 try no yy py 1000 yt 210 t1d 18e 204 MOl 1.red FM 890 22r w ills 52. [vdY ' S WC^Cggim. n9eFMy wwane cswau.wr 90c GwL"Tww.• cILw :MT :Vlf 4 Wrt Tn..abNe.,adpK.AyC Ans«w.s.3oCAwbn.1 ppyyGGT'r"niy�.rgow a,a un-,..wary,.nw.«u �cwn owl C..:..� roC. lrvq 5"FKlp b/u YIKr KLIOIIKn call.�Ml.elFrTi AwY�]q gY1lr NYmYL:titi:_tl(.p NUBS 3W I9YIOKMIwM�Y4yww4ML YY.el.4a4l YVfMIwY YlVI>244 hY Fw.IYM.F gyl4 MyNFwetl.l3A lCYMF:. GMYFwwww bF9wItl9YYtlalYnM�'.M1M.NkbwY�el.YY+Fw..pY+ww wmai.*�Y�'�w�KKKr Mw Kndv p�mwwYaM.m t^n++iY.NEC 210e1 wlnneYwnan W YyYYIe1Fi11.Yr1AU4sYN MINF 7202 I ome SPEC Jim. - Specification ROME-EFR POWER CABLE. 1501 A0 VOLTS Single COrldtK'tOr•Sh*kJnd. 13,9°,Insulation Level AEIC CS6,MV-90,Sullkyht Resistant,CT Use I SCOPE I1 nus sowit"w defecrOa sway coda kx.Rowne-EPH IEMynns propyyrfrAfbpeleNftlaNd.ahyaaapow ca. oes rcr..sa m etcMlrld aaaetq 1S.O0avoa 133A Ifrdalf tewralKlfrlrMaparaataatlacRl mr' lwuS rx m1a1 UPaMkll�tSa'C Her MawgMKyOallHada9rflwOfla and ESS'CIl ahaRt'MMmldNpla.CallMa aw intended IN Iwewr cable appetalwwls.In w*t Or ly ft OM/OU"W".cable welt duct.dsect blmN Wd Axel IrlsWhation 2. STANDARDS 2.1 The hbw"standards shalt form apart O1 th,%specav'a ie wt as ate ewh1M spaalafH Ilsrswl. 211 AEIC CS5 fN Ethylefe Pn"is fw Rubtle InsU MW Slwded Pam I Cables•' 2.1.2 ILEA Pubhcabon S 66-516.NEMA Pubiwalwn WCa kw"EMyNn%-popyluwttubper xqutatad w"a Cable" 2 13 UL Standard t072IN Type MV-90 3. CONDUCTORS 3 1 glass li>nedel Anwealea.l rwted a ono"Iel copper or al.rnw.m 1350 pwI Pan 20 ICEA • a. CONDUCTOR SHIELDING Al COndA10n8 ehaacowersw+mmNldye 0l extruded condutlnq nermnsetlwlq cenPmwltl whit an aveAge wuckness 01 AN less nun 15 mae and a nln:mwnl Pont dpcllress Or 12 mils The extruded Oyer shall be conpallble elfin and flnNY bonded 10 the Cab*10aulabOn and shall W In WC Ordanl a wah Par D 1 and maal111e m5tovlty rpwremenK of Per D 5 of AEIC CS6 6, INSULATION 5 1 D W OY Over Itle Wndv(Wr$1110"shall be altmed a nwiligerews wall of RtwM-EPA neulalron The nsuLatnn mvkrwss Shaw be 220-and the minmwm aejnlsas at sly POO shall be not less man 90%of wilt s fled lhlckhest PhyerCA1 And*Wtncal PMP~d*4 RWllaan at be m accom's (a weh Par 36 of tCEA C SHIELDING 61 Over Ire Insulation sea be appal an aalAd ceMllcwfp anrmoeeding neaalal shed if shall be r+ner-Ialw erttac'with the outer surfaca d the wMetlalfOrl and MIaN a hea stnppinO.oaawng od wrdo"mWws to o1h+x resdue m me msulatwn swaaa.Tlq aysrdiallbayElply drmbhed as lelrlg on dlw.rong The avenge thickness of Ih•s taye shall W o W rdmlce m#tl TIN DR d AEEIICC CSa The.•nsulaOOn shmkf s11a11 meet Ile re-i54wly ragune- meas of Par.0,5 of AEIC CSe. 62 Dimity over,tale awaudaO mellagaw sNlid still~be a heir,,^apphM 5 rml oneNded capper eN,,dre,Iam w+M a mnlnnen V 5`e Owlfbyf The laps shad fhsM Ira taQwnemPnls of Pa.1 a 01 ICE A % JACKET 1 ApoyvwlyldNal1aaRadll Malt beappaW awaits The IaNWKta man a.wwalnlMad PetadICEAwalIra Surafpta Rail I Nplamstlts d UL Slldld 1072 The Madll Thl0hna11"a a apaga0a In Pan a of ICEA. The nw%w mItaillrfeaa at any Iwnw sWhW not yes than a0%cal"Is spydhsd mldmess a. IDENTIMATM 81 A l caM~be idort, d by m ms of wftm w*pr111M1E w1{hgN11lp1aeadaCYest.arts.Mlafdaaafl type.-.4atwn mA-kness..dapa tang insuMtgn We.ywdmW%Aactfwaa"d U.ds"WWOWW I. tEats 91 CAW ahM a•atadaf aaateewa wtm AEIC CSa.EXA S-W5*WW U.Standad 1072 Canlhad Tnsf f4q<ws mayaMWNpitapalad Peter b Protlucw is dn4" 4 n A DATA N 5 01 Medium Volt Power age Power Cartele • HI UnlShield' EP Shielded Power Cable Type My-QC Compact Copper Conductor 5000,15000,25000 and 35000 Volts 90C Description tp1° " °n° "°' •*' How to Order ..'M t C"I". 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'TTT" 1 yam' _• • ._ .� s Start with the basics. TO Property dwigtl and intWak poor per reatx,., The ahenta"S at a 'lotaey Inlegratel pewaY � worfowioa pens alsa.wc.a«k.e Ili the agopnwlt.aW mMwhCAaer he te heist vxxwghiy .Y. m, tatdarmVM ate OVINM'e blD pervil�gnenty a ` Cummins Engine Company. Will On"QWWMW eat end the eleaftal control, {� VYM Know We`ve bia wcr 3M Ctgbm gartaralo, 3yffiems And in doing so,IN learned MN by bu,la„x,] . Wild MWV Wit eM gW4WW a al Will�*rDC1*aw1• i pertorma,,i.e . Qal Wit can denter a Ie1N�Systemq1 m pmsft IN You atY from one YencJ& Yolj wc,l ,!t-.nr,St'@ exceeds an speC,t,Cation8 anq,neer ape the systen, roe vrn t We Va bW bWh%V tlnalOM geneator alas Swvteh- anything from a 10 kilowatt t.Wl tincih, gear and CWOCI V/SW M 1ord,W 40 Veae NOW,as to a 10 Megawaa(MW)Point)power.muds P ft rival dWtaxin d C ruiner;NDrMaaest Dow,we system.We ve built loth of these And just can choose from V1e gross tansy of Ctrrimans Adige- everything,n bet~ Each and every One - tfaa and mist"edigests w Wes as 891W erq,nw has shown a srlgwar commitment to quaidv ouestde the Cumnww horsepower rarpe.yea thin reliability mat can one/be found in a unit aes,gneo - nWCh the Mtgxb to tM OWWegr.svekNiter and SPe. ieawv hrrtsapohcation 'spec eftthCJC Controls that are right forywr applil aw:a Cu ,+ins e,y; - A Proven record an buildng cults im avatChgea, ,.. .. AuVIcnzed Cl." teamed With CWrlmaea — — i.. _. ties you rrom AOcrs.,y.AM I O'Qealae. W OG pro ,, bwPBbla cOrr•aWgn.Artd at ytax als•rrytDe d die �, "'T'"' the dsbrbaor,sour parent company UsImMe hr quft pedxmarce and Mx-hrity in your J 11 U No^hwest E%e9ai wAh ten ontCea convey next tower system e W sues throughout Alaska.M re ontana,a i ash,r�ytpn. • • • ,� • ■ • A Gs'.exa Cummins Parts ana Wcal Cummins ser ,ice �"' �'— • e ' • z J Two Wry important extras to ensure sy',Hem reneb.ry 2 .m^.•ahge costly downtime Thetire be'.#h pan of our {•T ' '. - ,mrktment to vnu The hill aeW t buy 1 or next powdr systrn from a Company that tlnasratarlds your needs Fromm a Com bony that can to y rnetCh me VQ M,generator.and SWaChgaar our APPIC tion.Frarr a conWany hacked by tea sales if end serval ne'work ofCtrremm�s Ntxtlmwt Nagel > aia�Or+wlcarM•geyewnimaO•mo ate vie worldwide Ctxmmina C>tsha7uror or9rnzaUon , Ctrtad us Wad lee 1U build a genn.arn so stem AQDGMW Cumrns aorwrl geneivio,set, t br yrw Down E.a Wile Cilnabuclon site j w • • With years of experience in applications like yours. Every year our ^ -`.-._ TM•• waitalled base Of "` => _. - Naeruyaaaletea arwstblreelfy matt«. power systems grows. When you PuCOM a omelets system Mom us ;. And with each new eishalleen,we've learned SWM CbnlPOneM rs CMMt%y seMCWd based on Prpted' Two things How to match a System to a spe'cill as Abdey to meet your critical SpecalCMrons We po you application no matter row,rrmllerVirg And how to specialize n t oo.:i g generator,sets Carver,by systems 1,,,? ;: ."".., ri,i an,rn.i,>,....,�..i,n &Alice that system no maser where e's nahlletl ti Cummns eitgrnes ^the igp kW to 1000 kW rMgB plrnPs and 9rlencers, - For amilcagms Willi of this rMl we at80 W1N Chanter are mat Sometimeandrn Pie Iasi Tour decades IL:T Alks Charmers Hercules an a b ir,,engras A9 A&g can Ge dekkare s a pea d yOU•lchl Au ve ci.1a.insta�kri and serviced a vyslem very pataage We Oev01B the stone ciraCal 4'ler8rori to stm;ar to the one Inri ryI today V� b Even.r you ve Pr,:^aced a generator SC riom "'8 vlte''ir>,sh✓rg-tduches a W do to tho gar` Another so4rce we can worts with you To rrroegrata o,T eras set and switchgaM Deal Such as MM may Rem large to•malt.yew'a IIM Pother paeans — --.. swdch"Af aril c.Yrrof ran your garwalor Sat it s appear But they ohen step the dieerertt.'a be. everywhere, iF ali part of our corn"Itiarrt to peilormance. and our lwe9n an C,C wei L"system and an rrocan lelp *nc ii•.;I gen6'it::• rit Ao ouili Arta a 5 kW unit rk aSSuhnCe to yin:that the equipment you buy hom insta"'Orr cgstwg you tine and moray for An.electrical contractor Today we supply conlrec- " whether ii oe e'+gnes,gawalors lransle'tors Wvemrnent agencies.Prarolet m compantes swac^es or cans*.road-sr ntg cMrots or, Hl µ„me.•Systems- you,hat that spsciyrg also the armed AN('.eS and many trusts firms win res: Pe'bm•SgwdeseVa w4h thrill, sysaen Purchasing a generator sysem is saw than you ever m'Q'Hl able standby and prime power gelterato•set&and switch ar to m,"..- 9e ' .\'Ydlwe'Yi .500It ll"Ill^ttv vuu,G'nu-Ww.+'OW WOkW sefS dM hlr y •tansprtals,ctmKe and or Sy te homes rely of our the ne,p1'P Fact ••e . e. Parents In th er generator Systems to eldest then {rflrents in the evnnl of a Power,outage +• s• -- ' k_ ❑•Sewage pumping g"waste treatment Simons �! � a blacker h salegue h 1p f our Jaen Ihrouqh _ ❑ Cl Cl O O ❑ a blackout.w1th the Help of our back-uR power ao,. r�`re systems � �; .i rr Coast Guard"eiis break he.ce Min a Spacul .••• •el'•' ass e r .—Piz me r r • �J� enjpnadMWen btuwer system generator, O ped by cn as an -- - ( � ii 'IL •1 '. @rtMiggn of ow ergiiMgenerakN e*pn4isn ••. •i 11k.r , .o redur'-derryaM charges • .r,. es urn-.y,.a,e yr= .tkr ntW R�0 t CWnP AOK-*nW POO shaving systems top antl cut untgy btlls -',so A-out.data processing and Connpuer r k W�y maw s send"<: ❑ W%%Wky r" for Syatedls wonT'cidSh'IharwSto aM MpYlB gen@'e'' ' .. .wrrgpr SgMFrrry Kapkaer Maedaaufly5kss "tom whch charges fat uwa relit a power r 4r ganbby pcwav i • ♦ ' a •Buslnesees mrerrwriate nerym;re TM enacts o1 eOWn buh with Power syelems Wan h-i In the Primary suPpty . J WQ hH yd NOW h`eN aPWri.eliorts with plea -to tar yell know a at**to quehhad capable yq warns r. J build a generatc,system td vie QYflpter PVaAWTV"''Sp ore,CWMM1ut so Offlarstorsob warzrz KWW*staM3t,areal at do abw ai a Wararn' ^Wirt Add design and manufacturing expertise. a ,,i r N"re er+pne end genagta are malt n tlfe l ato,shop While COOM r"a�tYaap�ntakw dwl C V 1psgy.. - a O r�deer 7ha *M&WW OMM a C) si*vdu A sr�ns wOV"w a/go.UOD the talrgir I At every 9 Sv 111 ax arrYltra tlkpanr M is 11 . k7lafd n every garlwaar tt and corArd ty8lMrf we I45.000 kql Ou•assemDW area IeaAxea a^avabk Oakvar Baoaua"""oh aYri mwo w CqM M dal ra rod w4ti m[Wne crane access for tr.tvpatng YOU Okla aW*MWA a buAi to 4W hal as ptMax •a ayarerrts. manta WO(JONI m time mere s how we can In"*catrot pane;aril swltch)eaf shop,anprfa make aria kwp PW pttxase rTioureatl.waMrgt.nled and hee slandag en- • • caoa"a ale"tarried and weed Conplaa orAraaw,aMy WIMINClaW Wollama.�ar tiler Woz1 ea,aftaako vyiadter you ask art .Oration o t �— y' corAroM C�7tgovemo�'n al Willa rms wril a torrna --_ Did Lute aryl System S rtfwr systems m t 1a�axough a System Saks Engineer wrw will meet with _ ` . SOPNWalled Parma and load controls Panels YioU tlXarrwfe your C.>wer reglar0llenl8 and autmt a �.. . proposal kv the prnted .r are alga attsernbled here.as*0 as cuetan r:othdl .... ' systems and specialty s*ochgaar ttl a Pi N tifttncal and mechanical Bngnears trans- late yarn needs mto a Woking deal First.we look (Lr sYslrr•.... ,.es a kdYaquva:ve tn•ae irYttk wv a� Mimi q p.A.nce to tiro test. el your speaac appaealttort yhellher A to alrrtddy wNt syaern dNrpnws PO ahmaplvy PW. "Ir Orklx rf1wWa'Y/Ctrrart agog,to Ohlck,.erxrtv power prim Power of marine Yen Power system y.,fnrmafk`-0 _. 'u a 4ntl p•c :I. rf,,,Dfdt Lett System wiN A Irfaagh kud analysts Is then CorkalClW.Mgt Operate as specrhed rlert'irmanCP.(pah am sh:i and the 9yelM±dP.srgn q The fe5h rig Pmcedum.s ihoroogn,rigorous and fUky Ooc:umente:l You or yeti,representative are need to Tranalou"Nakan into nasty. warrss ar tests F-rst we crwcw!ne ac r.p r. ,e, 6wWuq the genaratar system a a tour step puoess vas wth a simwator Nee we mc dace ova control tests :with the ger Q CR Set and ns-enta system ,sale.VOW K3NOatel and merest" the log a --amp tests es 5 A4trms 9lanmg Cm:al mstn+ BMBtgn And are abeokMy t taUMal They can Sono tea no o enf;o swecryear are ail compkiety Cha,ked FInpily,a to..d Oalw""n a ayal"m tnet',s clelivare0 on time and one ' .tl�'"!�' is ePplred and tt1B system R tested fi Aa me.vrwm tftNa kaki uP to the SAap. sale aaput As rei In tee teal PrOMOura high_ `W Wsftm balsa%Aa Ike of as abet Nbft*,on OW sP"W recorders are used to save parcel Bala i fait"ddrael p"WW INVIti W"0.sleet bOW Kral All ally >s ar our tlwrsgrt olkcea and nyarkAAG Wit tgA1b.W4 hWM AM MW#*ADXed.AN A lypkw grleraur sat PowarW oY a Qurvr+vg tiro apaCradMY a atMt to wMistAnd the W4M Camate KTA2"elg.fe dwi a 20 kw twtu wn ( a//g%twal"n our armau 25 Was OMPlean Shock and v&MW which gertaior ind",ons are tt+r Fa Lorna IndttshW Pat*of Flea®w W M were typaalty st wIted a only Minaret herd mayx helaways for ground trams {ashen if brushed stir ams and 15 mites Iron the ? 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Cibw*v: .. ; 1r- 'v g,"The r6Su959tq>,vp" ' ASp��a,Not, '.R110!1*P1 UW w%Jv Y Ants km nwnsed tar da"Vio j19x1 Plowd a hlrnru a:d 1tlahe IX'LaLd1y CSE3n,N PVC - 1 ,.—✓3g Pith d SQM 15; .1" a9re5 dR COn9lhle ly ea.9pf BBLdUSE ih02 evxltYlM rp r.'KJ' and M11h n0 S.gnAKanl PM1h L,' ..,. d[rA3;_J x'V>P VnnIa00atP lr tv5litelaJre ;w60ae0n n PVC 6e•e1s nyd'ault;0 Taiay'nary C19a;r1g OaW16r11 Ta^.v 6 mpre M9n 12?OVIS old.p�i�e�a�se',m� r9aC1 BWP"O"u9ua9Y sultal kX 31,00ugn laGluraS have✓10WIfI01tW mB✓gYva+lg sn'Ps01 ExtRAild PaSeLt CAn4d11V 1,7 are Pb e61rmb"am rq dMak"vaven~rg Changes that may rave aa:u]e0. Q1rr•11a11591 omwig era"To*v PvC P81e 1RIe6 Man whw Mwwq Xw !x}1IPr'1er6 has bawltey Klmvmrvt•es 4. 'vtx� nrylr .vrc ,"r•rpypl6art•3)'p+rrtllniBW'PnsOr r..1 ..1...;,..,,• 1 pipe A550C61gn olher:tmpaoo PIK Pipe Information �'y•`99•,� W'a-WW Mgai6n PPe 6 Owa Sham old TeeNva BAWL •, .. PVC Pear Poe Cakudrr _K Op �y Simpson Extruded Plastics Company 2220 NUGGET WAY EUGENE,OREGON 97403 15W)747-4255 � - �mp lie c„PVG Simpson TvilmSc rsM+3tpndtnelNpa Thsngrvverigna ed �Q Installation. About SimpSl .r. "" Flguro 6 Descnp on d Material CMlauftatgn npp.�� ..�farbng natrattin anti ewel Pipe is me ...:- Senpsaf E.,.• ec Pa tws C. ar. ale:, ..,. ,..�vt5 of se' i.oaxg tuchnoiogys answer to "Mai s too Ine pmtklcers d PVC pipe � • .Swr"cn lOAaeemoiv ,then wTt 011W Walif ally lu:ated n Was" ® a"�Y Adva , Inespigma ...ga"of&tled It8 p7otri®ins of etfiC1ent to naspga an Y :gases d ne al a meson mw C4°^^nv � p�ncats Ins outaue d the spW ono eronamICai waste Cad�any. Superb Structural CepONry:The%ximN We1i-le'hc Sr-W N^!^P hie nrtx9^t�s, Iva ft polY7le watel sees.arfgeaom Of yrpsq Pvi,,ape panstslbaarde• ttaliEpQttatiQtl and mnena,caam matlMle MuChd as bed to aM rapport of aM . . InblMMre Nribal $fl4aal b10a�aa ratfntaveftpaarCl alaMaCL aIa alPla orb Vfe Ppe Alignment a mpLand Ytdlanity fidwoodme and Wfh WWWI PtbrCeabnWM aM PVC !.8�:!axce+,e•�_e srrow;na.iTr�gtsn•:lev ape aaleenng Pratt aid Pnoduck Poe sal SYStdn one ofthe strongest sewer 1 war mamlan a eater tgm!seal win the Ipn! Pkew min^'�' g n sysent6 n u9e NdeY, .n wfm ct alaaY to deppdW d,a i M mu as 5 degrees Sr mtl 19fi0s .and her Con ga aatg lair withstand WM earM and Kill)With ads kl� n wvwever good SfWadaew .racbce dcutes N a:INe msrnoa d lr,,BPfl PlasaC Poe The *aty.Cength Tomned Sv^p&+ PVC al C seM poll shaud oe WaeetlnVw I I Art IPa III�� BAR 7 As;ouaecn.9r*pson sWooris late r>nstrys war fU M rp agnmfaft d ne Pnts AS sragnt -! I npaa back Mal aw'd mead.a osSible ano ihan cke,aumce ! I en«s ro as a he p last aMn altt d el W nqp dW oo VIAS a lad by c"Wng the aloe tangMs design and mapladae r/ttllltlaa rtllrlfalratl [altrYatlan:The i`crosaves ® taatWpaly m"g cost of Savage aeelyrov IlatlaNarerq, ;Ocaf SEn FVC iwlw++y�,;nbrvlel sewer t wan ncreavng emlmn :tgdng Vacate a eseenbal to nle pabrm ` . Pson ova medals ,Srra.makes systm.,,gdy •.l�edary typedsewa ppe.wflaha "ni nes the!TeSl grace raw�uN�ea�nsrlp:,vs.a.�w Itgnnrassl ale d na 17ealea agnesrnp fpaayla a ngq.CanPlae nsMaflMn . lal maatadvaicednausftatHanB Seins,of tbrf[erns d nxncpal vmM hands g No PmeeO.wc ame prided M ASTM O 2321 a ®� • ,.. oil avae9de ro bM irtclusby IaoaY A series d elder sewer ppe syspen does a better pb Url"pamplNet tarM Tbew manuals are uvr i oually con"dkcks insure loan smoson PIc venal a tunics bt.oNkeep rig evada is tram Yen Snpspf of s,.WW a at�afl0 pliAWING Simpson PVC Si PVC poll"!gets ,exc,,,,, ,Swage in alo 9rourw wear W P^YCS wnle us at trfe addnss on the back cover d ax l aanciartls Megral beN gaska ryas nM+Paal Mee hs 0mch all J NO. .�----�� 'fir SevlBr ape ual¢es an✓rtegral boll tr.Jn even wharf Stnesm e fowded to deflecsw r/3 naaa.'reg area;S 1he mast Pint.\,•' ® INC EXCE-`q IONS TAKEN 9WIMMd Pint that o"loSs ne agroea Seal >' to"ng Rod oaWdtW and when aCanes b9Uppc IiCr ne Pin elnn Tqe n c0 vsso apf road nlarpaav sewer systems . c ateo a d.!er-s are vnntaty , OMAy! CO°RF rtt0N6 NO(® gasket rsfactay YWaNetl rofac+Hate Figure 7.To insure gm.l sutpa. Ape,NJ ANC PtS 1BM1( • tail that Me haaldang area be Carpacteo Fgure 9.Est,matee Range of Compaction' t F , i ne tlanielm given inFigurela b Whfff, MTT •5a ,,Sa defector,kml Ip soecNlc height of fiESU6 .<.n .r M. I I l I ::o�•er ono soirycN3 rv...m. u+ a..w Le 11 ttll _ .y.rMu h i„+• EMnM1M Ep r`"e a.e�+ ,�, - a, w .ae•.ro:..n Masto COIYMOIrarla:Tneraera Severn .n i,,,,:n..w••M ways toCWenb 5rwgrpipe tomanholes W s rM+ w .:.n.a+ .,.e' ,+.r.aw•f.oe., ga n rubbe*r g waer sff .�® .., .. .••y��p'"'.., ,.law. copin9S attl neO lav boots Them are f��j•'d�j aMa krrNngs aa m w n e,a t rn,y Mgadng Mein can ceann he obtained San your SnfPson slab repSsf,"anve a dsintmv . W IH+ a\.pN.uylaae191g ai7rlWtA 8andaa Cingisia:PVC yOe IBThese lI . .t„au,,,iq ua,.eeae ,van to `00 PlrJW With i Thane Wf0 sipNE WAS a]rttR maY b6+"CM'Wrseetl van haal9s nWaMd In 'r•�ilE WA5�11NGTon fell lhP,rA rne("wVe.Ma.avya)Wfthaad lnstalleo save@ Saddles(gaakeMd SM yL, (damped,a 801f OarofMdf kasha CaSP the tools retpamd are Canmfm and Unpll a and ora-etl S tel ar, lass JnO pr Vy U al a o»se service conMe.l,ox Wa nerbrm welli.o..reMaaw+aweannamra..n,.a o .dara.wwws.ro-aa'nnMweam ocaww..wr<*,ua.ane-wma.niwaeam+. gure7.Badding,NaunMing, a..++werawMuroa.•1.,ss n,e.i,s aaaa.cam.w.er.uoaap-,r wra.a,al,.rawl• and Beektining �"^w'.^^a�++v*an•w+<a.sac.r..�avemww 2 • Surface Or Lhn Loads::: ,t)re loads note•afen MlBn Wbpw*a to O"itoon Reduced Mamtensnos:A aVWW • • •,'ten dasgnnga an7 t19M419 intact 4*31,011 CBtl belntaamy .'�Caraeasmn;C tt y,ys:a:- ,,7uc5mwwslMEllhadcN k:50 ON day rrae Or Easm he watewol tww�.n�• xer.n ;: OW!H•10�aW%)al vatAta Mahadmaar conomp+s Jor2s ere bsretlnw�'xurtla DPW OM Other Fnxn does dtart we see ma'+,a IO&M a"no LFWban r CelnrgEIeRlreq,aP marEuelaq proawea arw✓adwA tr,Aagda • •roDe6aary Ehvd2Wt.eaaprwa aFPquyt or greater 0:uelayntrw gaPWl an:/rroM As,eta;rted ff*"W,s dame may also be used The System rightness:^k,eawe Sya wn unoam ASTM tld nperay me tear ame mtdoal rta4webtg ayn-.wars d F'Vc ale :WaMtA91,01keepng psikamr90 with me PVa font bet�y anct Taiga amnd hsxay'eaElnl q.eYa4m 4a, ,< < e"a a'xnd water out better eran with My vie saga and L VMadad Smearing NLf!or slan6 wG inar'aporm Ryy �.heod PVC sews,ppe The Noon, averse Netl Caxffions writ"Y on aM eldwr'.paan0 eb .ayyel Ores ratan mar !:iM!i6aitar sodlan•:. .-.�„q,>Lv port] •tiatawn Enp to"Mrie ild Itraaalk PiCS anpataeve right vasght t oux;a W*10 Rpun 5.H2O Highway load Figure 6 Tins Deflection Curves rMrvsappe rnptKd,pro101ee Sohn dre sgmlbney aphp ra rosy am wn �� tv 1WW him dand.! a 10 Superior Flow Chermte istka:--. '..aogan st#ade CYCw ItW Ego deSnlCTh'e I wth„ fumetiy,,dna" nit cIn CDnaeVe:pl vV twel CGrMMIXIa rl'dV!�flK2C1IX1 PyT' Duallty Assurance: >vi PVCs vam Oossba * dj m ie e,In9eM a DoSabe with Gtlhei IY4>•5 d save,pipe - .'"a very th t fe +oteBBed flpN rap ednMntee aaowa ��.r .,K;�.rfxk"n 'V,uletUu ,PssgyrrenW% e a Team acpea nd.'dnrnirdanteler pip+ ✓gepri Toe can rostRn rrrpdEW savngsm Ewrygepdmamna10,T* ngWeWd by rigq quality C"'Ols 01 M art^ ,.. tt<• JVNId KCh➢Gune YAM Veale d ftvar Can 0 �~ Chemceesistance l R . '•tenant Owj"tednMW Andre theded ptodurq � ^. �: .•..��•�. .w •s,Kl EwbperwdBraMers ASTM tisas nCtickg vo I"„ ^:' . .aa ..:"n'q to"0 npad.IWbrsg,aarb Emswson•visual "nesw srowage ra 6 rtnw ID "Mello n and kill Wil real MW dahadan • . :;35Ca.Intl me sev'.WA l~*'ad by the antl Oax". H � ffie Ito W 4p M1W taD .tlt We %N Mw,'.••...r a,n 4n Y,Mtr PK:av lvgi.n e.e'1wA' ' ip'grlryi�ga�qt�qi) ©Suggested Specification. „dogs shah cm- h iliMbi g or nee bWm 1:e1,ram tbaecaen Am Yom etl n the embW*mmi rt mamenel a 's„ ..., l-nab!t ham A^r doneaMaantaedto Ya%daWsl seade 0=011 lMWO OW be C&W,*%W wth •5'wid ASTM F 679 1d 19 a t2•.-"01Into 46MOV try iroaEdamde WAPPW TM Swe grrsaamnWW w+..n sadequwycore. ,s War bell gasket anb RAV"gwWls Shea he bea Wdby0045%oWrVMCaori n In, plead PAm"COWWAVb"wshwM ladCrY n4talEd n00WpmpASTM Fa1r harm Thee OW aW till 0"whm baelaling prDseeda - Aoe Vale benvdlolpWC Dam"Wv Conne"to log lfAa69hW to acme C, arwbraxg�::ernCuedn Bnwiuwrrtiydoes a cell claswer'aedl Or 1:454A asdasred n uas Of manhole CQ,pbg apaptars ubbe n,>Q nd,aia^MBrlt'r apow ~arIa,C^;; ASTM D, dal"nee rose SDR or 35 and vWlamiamm a owner appnned melrotl PVC lnnh dDWs a shEW mete Shwa be no an. ■ AsTm+smomia >ox al aBP9 aaadapn may ndWgwtaaa^e"brairc+w glud••am DPe mperiEiaa6yoawng AS'TN Mq 02'a12 HtSlrapCmtipaoro YWetWa4YWwAt npangpgttepwlnewaWgbte aaea,te P""benamasedno pky vMr A"R hasgS a WOO addas wM WP)W5 Rae ben' hat be lamen In the rawi0n w^d plat, j Icik • ASTM DI eedd+rpUwwasalrOK,,4e baron Iga sep reatfM a hie mrtlgnteMnrato gfteswr iD �miMeaTie�nwrromaitlal'Mpps Wrianuwnvc %4)p tcaw bWYTWO ' m Or Id POOL M�casea.l"e rich da gameaswretatlas sanaearcEedndtoomabhapa»b "Errs ahaasbeaaadbVUWOtdaaslf%- C R:rn paetga�ertEebiwra.Film I &CIP w.pDonaMlWrrwm veal WrramAtYll7rR Wrripebaell MautWwg'eels ary"Inch paaI belawagsTpdaWPlpe TesNg d named Wetsrn sale be done try, :.M(badecapistW*iO cW be CA" and warn Ztt pipe"itlows d ach Tile d Se low msu,e as Syn"be gxae9,,r , wot4 wow we houch"of aW ppe and aWppe a*be prbhEssd eser an Ms eln- to 3 Spagabae0,,"AabpasMe T, OWVWW Men Mpsb paotletkh weal 0 rorod has Man p%Wftd Wvft% to 5pag loaamq no Wkas atn trot 21ep0adwiMlersmasmSKIOCA eppero "arch wpporls larval Miry be used In OW atnnnr.Fg,as10 • ^s^.ww,tn'Ns'Nas,ar ....,,. .... .. ...... ...» eroMaiplell eiaaltk'tiAleirwo anaatw weiaaiCI tAnMMcemwh SMPorhls dacedbamawwandCarMepe Came lnaosarm Imolireppeo,meow Stotele vwp*aDeto%ofw wcEawhkh Me,IW wwall anrro pipe:iWMadre,r rnAY Willegas4pCetMna heCaeAnWn raw vnkY wale s.AQlcn 6 a ®Product Description. $z4a'aBS •7 a S4YKd r as(lea S •'Plant OnamV Control Te",: )6&ta • • p Ovc nee are woven. f puro 3 Fbw Cnr4 CIM1arb9 se M Oafy .'..nWV ftof ran9r Y1yrq 1111O015Poa x'tKi3 a19^Ir', . 10' LarRRdi7b"aIe BMO avow, 1r.i6Ci00r14 sxl ri4a z q.iwa wlrsi Figure 2.lVrnSeal GaakN RaM4gM WO-faa, - 9rtgaol6 • • eve • • • , ..,+w....r 390Y.the 9aiM ,O M99Ta MgUMWft 00 Acceptances 4 V` 1.3 15 tB 20 22 25 27 2.a ASTM F477 Sec FKy," / "'Allan; CY 092 847 978 1093 1198 r363 146.7 1546 u mMmanN �a;duac b 6 V Sm1p44r1 WCay/pipe 16 20 2.3 26 26 3.1 33 35 37 ASTM O SOR ,. SpeCi6CA6Ms b 01amMers 4"b 15'4ntl 0 2010 246.2 291.2 3179 34a t 3780 4020 4164 .444 `N ASTM F 679lor t9'Mw Tt" Compolnt0 yy, rr*"MQU"nws d ASTM D 1764 tar Cab Y 20 24 26 32 35 3.7 40 42 AS Q.F 12454A Fin'. 6 ncrro 0 q23 5320 s13 BU2.2 7640 8190 8756 92a7 9769 Frgure 1.Pipe DlmenawnS and WegMs Y 23 2B J3 3? 4R eJ 46 49 52 , 10 �:i4" ) "•^' .4nn... w...w 0 M37 9)21 11225 12560 '3740 14849 t5875 16a1B t7749 f J Lw oww. MY I►�W Mom .>M..v ryiti Mwrl tF wuY Y 26 32 37 41 45 49 52 53 58 1I 4 4115 JBBp 110 IM4 1046 0 12618 15434 ,r645 192F.1 21866 23907 25M7 2676.7 ;Nt"5 6 6275 5?12 180 2312 2346 15 V 30 36 42 47 52 56 60 63 67 sw n.4r�+.r.wn"v8 am 240 .,61 0 21671 2464, 301, 34M5 37M5 40542 43U2 45971 .8457 s...ug4.a.2m.Ne.ea..ep 1fi V 34 42 48 54 59 64 ea 72 76 w ofa.t4wnanwr4 10 105M 9563 3M 6534 6"0 0 37325 45713 52765 59016 84648 69626 74M9 In76 83461 12 12W 11361 J60 9342 06.5 V 36 41 54 P1 60 88 '1 )8 61 85 15 15300 13 Wa 437 13827 14112 0 57644 MW6 81875 91539 100276 lout, i157%6 122012 129485 16 1870, 7WT SM W728 21t54 21 M047 207W 632 2W6 29399 • Figure 4.Mealmum .ong Term DO Dons or PVC Sewer Pipe(SDR 35). IOrs Affecting 4ftdfL titt�lt1/Itit�l r• tiE'lltt$71rt7111 @ 11ti5k FbW -4 Sr i;W PVC s'y1elKK flee Sr7b89n X a'Y'a6R%Aft AaupiRl Sretr P9C R46 01416043C4e Yjor AAMea ATab62ra0br 5ara9dama�Do"8opeo ditb6 is i0 MoW nW,*W a r 7 vwll t9 q'1a18r W d PVC P40 a Pram J0 r ale raCim O)WW O kC $2^ PONe5r vat)" Ii3C I(Md PVC satyr R ot"drtialrrin, mW,Aesa090r`AT P4rn9 53'3 TN 518c Mla'90 0y tt WA the is w wtt d ,wM pm Moran 6pt4 r.11 r1 Figure 3 Try6p nuluiee9 ere 0a660 M a Ser9,ce car^av^Ura eR ea5kp"10U9 4ntl 1 s11tWal ganBttl4oe0,60i reMCBrq PVC Onno arld nl'NMalf Tna aOdAy to doomWOW hheM PrtVrCptosAppTjMViW W boa �dAPWI MWNanVC9 f the%9rot totwIet9PYoo n9aomaX816MIAebM1a COpCAP"01 tVg56WffiMdgang awthtr,tr 0R biter mOrw ar CWbe awWMvadp9.rra otft kw jmcva Sin<mai bom FOM4.F i 9a4% aMy maanofftea60rtdrt164at c.Vecryb4. praaO90kan Fgia4.Fgmtyypy-p{ 1 *Vw al da.uc9YCI xnvaa966 am �or9r+9w 509a9111a6)P18.Pnmr k1M ol ofDd annwdmnoacegn ena MrW VW"C45Bs aft mom rfvwwn Cepald[w1 4ndW41M19WIPOgbtaePMe.Thad1a 1 wMw%W n*M6fln arft leek Mrs arxr eelp meaaue)wta b Ywm06Fy01n Fgm9M6 mfLanY•' ® dWMC MuNececrl IODt6WOn 91M 0eA9C14T St8[.M206 d 10Db 1009 naR Copp"0n 904 V1118aF •. • •'1++.an.`�•r.Anwea.Y W.rw.M4er..a.n fOM.crue.en r:WrnMlayr».ar`w fJ►4war.p.fa.ar Mtieer�gMbeW4M a�.MMav1 NW W+IYYMRYn9�TJ�1MF47ewne w� F.eA.a4MYR1 '1•.ie4n.yi^1 rl .�a.na6wr..rw.r YpA r.lwya>n..0-0. e•ye� .9relNl:YRYV4ia.VMwxTM .+aVM..ra4.1MnU�.eeNl.K x.Ka.�..`pew,fAra r n4..ewae •.YFysN.rirP+IMY.N aw Me.M![9we M sw:e 1Y.61rwnM1 4 DUCTILE. IRON COMPACT MJ FITTINGS ANSI/AWWA C151A21.53-84 • • AWWA has established standard C153 for Ductile Iron Compact Firings.3 in0i through 12 inch The fittings are rated for 350 psi working pressure The standard applies to all types of io.nts with the exception of flanged Flanged joints ire not included in Iho standard due to the importance of standardized centet-to-Range p �pAm� dmensWns. The standard defines,mklWm rM laying lengths and wall thicknesses. Increased dimensions are ftVW permissible at the discretion of the man4fedufer Therefore,metal thicknesses and bend radii may vary'from �/ NO, manufacturer to manufacturer Gray iron or ductilo Iron glands maybe used with the Compact Ductile Iron au No EXCEPfI_O Fitting. The Glands and Gaskets conform to ANSI AWWA Off A21 11 (also used with ANSI AWWA NS TAKEN C110 A21 10 MJ httingsl Tee-head bolls used are$R'x 3 for 3"fittings and 3 4 x 3 1 2"for 4 mrough 12 ❑ MAKE CORRECTIONS NOT® Filings L] AMENO AND li "I'T AWWA requires that each fining be marked with the following intormawn �] RE3EC'Trn Rk, , ._yin.,.x.ue........ .. AWWA STANDARD IDENTIFICATION PRESSURE RATING _ DUCTILE IRON IDENTIFICATION NOMINAL DIAMETER OF OPENINGS ^"'^•"`. . .�� ..�wa.w... NUMBER OF DEGREES ON BENDS MANUFACTURER'S IDENTIFICATION �v� COUNTRY OF ORIGIN WHERE CAST - ,.oTE.. q-io-E�.._ _.,.......-._._.. TRINITY VALLEY'S COMPACT DESIGNew",,„'�K wwf4, s 4010 STONE WA1 Aprn, Trinity Valley was an originator of the Compact design In 1961 when we first designed and produced AC aa1T0 WASnkNGrok WO Compact fittings.These many years of experience result In a Mechanical Joint Compact fitting designed for the Consulting Engineer as wait as the user • • Trinity Valleys Compact design not only meets but exceeds the minimum criteria established by AWWA For lodger life we surpass the wall thicknesses listed in the standard.For better flow characteristics we exceed the bend mil.,mums Yet our fittings weigh less than other designs.Weght eKedwe englneermg builds m the uuctllc iron strength where It is required.Specifying Trinity Valleys Compact fitting assures you a quality product a and lower installation and operating costs Our Compact filling is engineered for strength and longevity with less weight • INCREASED WALL THICKNESS FOR LONGER LIFE • a • BEND RADII DESIGNED FOR IMPROVED FLOW CHARACTERISTICS • PRESSURE APPLIED CEMENT LINING FOR UNIFORMITY AND LONGEVITY e LOWER INSTALLATION AND OPERATING COSTS I a 1 a MEMBER AWWA Trinity Valley • • G O BOX 2,W iron t steel company 817 738-1925 FT WORTH. TEXAS 76113 TELEX 79WS ENSCO FTW MADE IN U.S.A. A DIVISION OF McWANE, INC MECHANICAL JOIS COMPACT DUCTILE IRONILASS 350'FrMNGSP • TEES Trinity form tlev Ductile Iron Compact Mechanical Joint Fittings Class conforms are manufactured A accordance withr- and conformto ANSI/AWWAC153'A21.53 84 The cement linlny conforms to ANSIIAWWA CI 04;A21.1-811 � • y `-j. a ■ / a _ �� Joint Dimensions in 1nchas Y4 • ' ' wr1 Size A Db. D Die. F DN, J Dia. L S T x Batt Sue A _ x 1 3 3 96 4.94 4.06 6. 99 60 .34 334 75 518 x 3 MJ T.p f4J x F l.mp To MJ Amno..N lee y 4 4.80 6.02 4.90 7.50 .60 35 .35 875 3/4 x 3 1'2 TV710 TV 715 TV.7711 6 6.90 8 '2 7.00 9.50 63 .37 .37 .875 3/4 x 3 1 2 905 10.27 9 15 :911.75 . .39 39 .875 34 x 3 1 : Sty D memwm Wed 10 1110 12.34 1120 1400 .70 41 .41 ,875 34x3l2 T Ti N n h is MJ "F LG MJ 12 1120 14.44 13.30 16 25 73 43 .43 .875 3 4 x 3 1 2 27- t w J t+ov s«npa neap ro,wx+n o «,o. 3 ,34 .34 4.0 4.0 -_ _5.0 - 24 _ 4x3 35 34 /.0 4.5 6.5 - 32 35 J ° ° ` 4 .35 .35 /.5 _4_5 6.5 - 33 36 - 6x3 37 34 4.0 6.0 8.0 40 43 6x4 .37 35 5.0 6.0 8.0 - 49 52 BENDS _ 6 .37 .37 6,0 6.0 BA 9.5 56 59 52 8x4 .39 .35 5.0 7.0 9.0 - 63 66 8x6 .39 .37 6.0 7.0 9.0 10.5 73 76 69 ...� �.•,> "` - .. .:; 8 39 .39 7.0 7.0 9.0 - 82 88 10x4 .41 .35 6.0 9.0 71.0 -- IDx6 .41 37 I 7.0 9.0 11.0 12.5 103 1(I60 99 tDX8 41 39 &0 9.0 11.0 � 115 121 -- • 10 .41 .11 9.0 9.0 _ 11.0 -�_128 135 - 12x4 �A3 .35 6D :^,3 12.0 - 113 716 114 Ban*I901 118 Ban,h 1451 1116 Benee 122M'f 1/32 Send,It1"A1 12x6 43 .37 7.0 1D0 12.0 13.5 123 126 119 TV.vW TV 702 TV 704 TV 706 • • 12x8 .43 .39 8,0 10.0 12 0 -- 137 143 - Si:a Dieea„zio,b WNShb Ohnenziom Waphb plmmNon. Waphb Diaane,zx,e We; b 12x70 .43 .41 { 9.0 10.0 120 - -- � 151 158 --- - T A R A R 12 .43 43 10.0 10.0 12.0 - 164 176 _._ _--_ -- _. 3 .34 4.0 3.5 78 2.0 3.32 15 1.5 4.40 12 1.25 634 11 4 .35 4.5 4.0 22 2.0 3.88 17 1.5 4.BO 16 1.25 6.77 16 REDUCERS _ D�memm�s w_ngi,d 6 .37 6.0 5.5 39 3.0 6.24 31 2.25 8.47 28 1.5 938 25 - _ .__-_ _� MJ MSEB MLkB MJ MSEB MLEB 8 ----- -- --- .39 7.0 6.5 57 3.5 8.31 45 25 9./3 40 1.75 11 48 35 `=r.; --'� ' T A 1 L L L 10 .41 9.0 85 90 4.5 10.05 69 3.0 11.94 59 2.D 13,95 52 '' 4x3 ,35 34 3.0 8.5 8.5 1818 18 18 12 .43 10.0 9.5 117 5.5 12.77 92 3.5 14.45 76 2.25 16.50 65 - 6x3 .37 34 5.0 10.5 10.5 21 21 21 W s 6x4 .37 35 4.0 9.5 9.5 22 22 22 8x4 -39 50 10.5 10.5 Y9 30 29 SLEEVES PLUGS 6 CAPS 1' MJ RAISES 8x6 .39 37 4.0 9 5 9.5 32 30 32 TV 728 TV-730 --_ ____., _ I Oz4 .41 35 7.0 12 5 12.5 40 40 40 ^.Lt4.'�'f; :"ez::' �,�„ .i 10X6 41 .37 5.0 105 10,5 42 42 42 Seat V,72 tOX8 .41 39 4.0 9.5 9.5 44 4- 45 TV-721 TK)22 -.-_-__ 12x/ .43 36 90 14.5 14,5 152 52 5x MJ l i.z MJ Cap 12x6 43 371 7.0 12.5 12-5 53 53 53 So1M Tent Said Topt 12x8 43 .39 1 5.0 IDS 10.5 54 54 55 MILES TV 740 TV 741 TVES 12x 10 .43 .41 1 4.0 9.5 9.5 51 57 57 Size Dinen„om Wephb Sipe Dimenslm, W"ghts T Shnn lap - __ L L shops Long T Plugs Cape ADAPTERS Site Dimenelaa _ WN b 3 .34 7.5 12 14 18 3 46 6 7 U L2 - T Lt iz _ MJ a FWW Flarpe x PE 4 .35 7.5 12 16 23 4 46 8 9 - 3 . 44 6 12 18 18 6 .37 7.5 12 24 35 _ _6 46 15 14 . • -5-" 4 .3 6 12 24 24 --8-39 T.5 12 33 48 8 .46 26 25 6 .377 6 12 36 _33 10 .41 7,5 12 46 64 10 56 38 33 8 .39 8 12 51 51 12 .43 7.5 12 55 78 12 56 49 44 10 .41 6 12 69 69 icon• we;ann,now�no nw e.cwa term scwu,ta,l 12 .l3 1 93 t MJa Flenp TV 733 Flange•►E T 6 12 g TV-7S6 '- ' l y.� •A J .. A'so+lFf' � " � �� y • • _ rx 'A Power . �• �� ,; Rr► 1 .. ��`. ; , � - �.� , � •� � � �_� r \ �i �i � �, s � �� . F �1 ��i 1 R` ` ,,", .Y.� � t � ✓� \ 1 ' 1 Cummins worldwide operations World-wide ales and service Over 4.500 distributor and dealer locations in m 160 countrres provide sales and service on Cummins engines This large service net- work the standardized d isign of the PT fuel pump and injectors and Icrge c igme populations ♦* ensure a nearby stock of new or Recon fuel pumps and injectors. This availability of components cuts equipment downtime—returns engines into service quicker in the event of failure or scheduled maintenance r�.• Technical support The Cummins distributors and dealers at, supported by a world- wide force of Cummins Engine Company sales and service specialists These specialists are located in twenty division and regional offices around the world They provide advice and infor• mation to the distributors and dealers to aid in providing the best service possible to the engine owner Investment protection Cummins engine warranties apply to the fuel systeor and provide for the repair or replac=ment of parts found to be defective because of workmanship or materials The warranty protects Research and development Manufacturing for mileages or time periods Cummins fuel system research Cummins diesels are built in specified in the published war- and development is primarily factories in the United States ranbes for various applications. centered in the modern engine United Kingdom Braid India. The Cummins distributor can research and development facil- Japan. and Mexico A central Provide details of these warranties dy in Columbus. Indiana This design staff contruls specifications large facility is supplemented and quality of fuel system and by a technical center in Essen other components to provide Germany complete interchangeability of parts regardless of engine .ingin it f 7� fuel system L�F ON Cummins Engine Company, Inc Columbus, Indiana 47201 Cummins means Power J • r ; 3 r * .... , f - � t 4G. am law Speed controls Hydraulic governors Cummins Recent devel SUPPIl u+if rapplications are normally since Its Introductions in 1954, supplteA for apPfiCations requiring U the PT fuel System has been minnq s limitation cf droop between no PT fuel system continuously Improved egently, peed govatnor Virlabia speed 9oyenfor b load and full-load speed such _base governcr ut the PT The varebie speed�VE 'overnor as generator sets A variety of the research and development fuel system is a mechanical fly- is designed to provide variable hydraulic of i prc gram has been intensitera ball limiting speed type shown governedspeed as dgtermmed governors are read• Sixty years able to meet specter requirements mapineamq • c,rst use of low pressure for because of the greater concern on page 9 This governor is fur, b the variable speed governor i ludin Since 1919 Cummins has c im- fuel delivery from pump to wdh energy conservation and y rrC type for applic rlop speed niched pit all elgInes to loon Mrottfe pOsrtwn it Is cOmmpmy droop, Owed Imagtnatwn and enge mletaOts,eliminating injection environmental quality Recent maximum speed and to control used in industrial applications tons !nt electrical us m neenng to develop the simplest and Ignition timing variations new developments include' idling Weed Auxrliar Much incy s constant electrical i.w reol and mC$t flexible diesel fuel resulting y governors loaf rpgmrp a reduced controlled frP.quency s essential g from hydraulic lag The AFC felr•fuel control'pump to perform speciiI speed Speed for Operating r Jxlkary system Through a continuing of high pressure Systems which provides a more com- control supplement the,auto- equipment in addition to a normal Motorized head hydraulic qov- Program of innovative antl rode- • The first fuel system capable pitifully combustible fuel to air motive type govprnar^ running speedernors Pendent research and develOP, ill operating over a wide speed mixture by continuous) mono,-dine usually act through the ment.Cummins established a line The Cummins distf,bulot torn turbocharger an press,,, i"Itir, g �mihng seer-,l governor for star- position of leadershipg q lly e A speed ran governor sdb The marine governor is stand.^d for p tdlmq speed control and as in fuel pump led to the a type, e,en and a Proportionally acceaey responding standard MNttie arrangement S mdrmR Qogin@s which reauvc a maximum Speed Safety limit system today developments that con- SOced automotive type.engine t0 load Ot acceleration Chang@$ used alone on most m4Gle i�cl,iip- different controlled propulsion -I Rio event of hydraulic governor Imues lotlay in 1932 an engine that Poet- by varying fuel pressure at the meet applications suc,as Ifi:cas sprnds and slow speeds for ti it Ire ated at nearly twice the speed int 1=1$ earthmevers and farm vartors handnnq nets driving winches Some of the significant develop- of advanced diesels of trial • The Top-Stop PTU injector At lese than governed speed the and other auxiliary equipmentapead ments by Cummins have been day .ch prymdas improved iubrl• Operator has fur cgnirni ril the It also is used in trucks m which T«�cerwarp« control • The first use of mechanical • Tne rust successful use of the Calton of the camshaft actuated engine by mnSns of a mf�ddp 1 A torque converter tad shaft timing fie engine doves Margo unload- governor is available to limit the g of injection and ignition pressure-dime metering prrnco- injector trair. This rent ve- Above go:ernpd spepo the mg lumps-such as 0 dryand Mechanical timing is a feature governor curmlrols regardless Of liquid bulk hauling- Prote Of the Putout shah to Ole m fuel systems The mew results aq a Icnger lift. Iflrotlle poaflkal r1q-and m[pad Protect driven machinery It i9 0l the camshaft actuated fuel pressor@-lime concept ties led between aWuatmenba higher Wisdom cranes and other me- used to power shovels drillinginjector that was introduce ! in to the Present simplicity and average fuel economy.and climes that require close control rigs and other machinery It 1924 flexibility of the Cummins fuel lower emissions 'I�� [ Sn'y no'l'4s� Of ppQpds p@Inw br18 rgrmai y • The first mechanical-hydraulic system -r _ .i•, .fir, .r,r _ i Operates through the veneble fuel system capable of injecting speed governor fuel directly into the cylinder Simolest, most Iexible The camshaft actuated Injector fuel system has allowxtd the use of efficient Cummins PT fuel system+s direct injection since 1924 The unequaled by any othet diesel Capability of direct injection fuel system for simplicity flex- was not developed in other ibdity and range of application r �• v systems until many years With only minor modifications - afterwards the Same basic fuel pump and Injectors art owl over a wide horsepower and speed range on a variety of engine sizes The simpicity of assembly i Calibration and lService are reasons for Cummins present leadership in the diesel industry The basic PT fuel with a limiting The wide range of application of speed governor shown on the the basic pump and injector cover is used for mcst mobile increases service availability in equipment applications all areas of the worli and mini- mizes equipment downtime The PT fuel primp with variable speed governor Shown at left. is used for machinery that requires speed control at various rpm 10 3 PT fuel control Fuel 11101111 A gear pump,n the fuel pump draws fuel from the tank through a fuel filter and into the fuel Dump After the gear pump fuel flows through the combmeo governor and pressure regu- lating pomppnems through the throttle and shut-down valve and then flows on tc the i 1 1 � r 1 1 1 � 1 a s • 2 A governor and plunger with During acceleration air deaveT, posting and a relieved gfcove of a turbocharger lags 1,w! on the plunger enables the ery Without control ov. fuel to flow through the of the cylinders would,—. governor when the Dort and The AFC valve limits the fuel grooves are appropriately pressure until the turbocharger indexed builds up adequate air delivery 3 A throttle valve between the to completely burn the normal governor ara the fuel pump fuel charge discharge regulates the pres- Sure m the,fuel manifold and Other fuel pump components therefore provides Dart loan Other fuel pump components control In most applications, essential for applicrhon are: the throttle is directly con- • A magoetic screen located Irolled by the operator between the gear Dump and A A fuel Condurl to the injectors governor to remove any metal 5 A fuel by-bass circuit from the particles in the fuel that coul(i governor plunger and back to damage fuel system parts the miet of the fuel supply • A shut-down valve leleciric. pump an or manual)located on to; of the fuel pump assembly AFC fuel pump • A gear pump pulsation dam: . An air-fuel control AFC pump to absorb pulsations and to includes an additional valve to provide even fuel pressures limn fuel pressure c,,ring accel- • A tachometer shaft and titling elation of turbochargeJ engines to permit mounting of a tach- Fuel pump function The valor located between the ometer drive As mentioned ;:ev0usly the throttle and the snut-down valve. • A Dump mounted fuel titter fuel pump is function;s to provide is actuated by the pressure in that ensures clean fuei by the fuel pressure at the injector the engine s intake air manifold eliminating the possibility of as called for by the load and au and dirt entry between speed requirements of the alter and Dumb i he filter is engine It must respond testae-tane0usly to the opefafOls an easy to service spin-on type demand for more or less power and for more or less speed In uher applications it must Imnt speed Change,but automatically adjust to variable power,ieeds. Fuel pump components The basic pats f the flow regu- lating system and their functions are 1 A positive displacement gear • pump provides a sours_of flow and pressure 9 PT fuel pump Application flexibility The PTG type fuel pump pro- vides flexibility so that one bask Excess fuel fuel pump can be adapted to a return to tank wide range of power applications Injectors With relatively minor modifica- tions. the same bask pump is P adaptable to trucks buses. farm Fuel from tractors earthmovers. boats tank industrial engines. power units. locomctives. electric power generators and other machinery O Ability to produce almost infinite O variations of torque chdracter- istics allows engine performance Fuel tiller to be matched to equipment Performance needs O PT fuel pump A common conduit supplies fuel sary since the only requirement Injector functions to all injectors of in-line engines IS for the pump to supply the The Cummins injector performs and to each bank of V-type Specified pressure and flow as both the fuel metering and toe Shut-down valve — engines The single fuel manifold a function of speed, load and injection functions The fuel —_ i ensures equal fuel pressure at throttle positron pressure at the Fuel to injectors metering orifice each injector equal metering and the time that the orifice is Pulsation damper and equal power from all low pressure operation uncovered as determined by Tachometer Shaft cylinders Since the high injection pres- the camshaft speed. measures Filter screen .+^� sues are developed mechanically the fuel charne into the cup �+ �j Fuel IS circulated through the by the injector the PT fuel pump The downward motion of the Fuel inlet injectors to prime and cool the only has to provide relatively injector plunger.injects the fill;' Gear pump - System and to purge au. Excess low pressure for accurate meter- from the cup cavity into the Au-fuel control barrel �� ._ t� fuel is returned to the fuel tank ing Thus PT flint el I,ne pressures engine cylinder _-� - through the fuel drain line The are less than 250 psi 11725 kPal Main malt heated fuel returned to the tank compared to pressures of 10,000 There are no plunger pumps. Dove coupling 0 improves the flow characterist,cs psi(89 MPa)and greater required metering helefes. fuel racks. 1 ♦' - of the fuel supply m . an advantage for Systems using hydraulic Throttle shall /' — spring-loaded in cold climates pressure actuated injection control tbes. or othertcomph- valves Idle speed adjusting screw - valves The PT system gives cared devices for metering and By-pass button Fuel pump function precise timing of injection injecting fuel in the PT fuel Governor plunger The fuel rate of the individual and ignition at all speeds with. system I injectors is a junction of the out requiring advance.-retard Torque spring pressure in the fuel supply gcvernors IJle spring pack manifold This pressure is con- sue systemsd with high pres- trolled entirely by the fuel pump Governor weights No timing of the pump is neces- 8 5 PT fuel infector F4W°"°""'0n Inherent timing advance •o the Big Cam models of The fuel charge is uelivered to and retard the 855 cubic Inch and compact the cup cavity during the late Because the le'+el of the fuel In V series engines The large, Dart of the engine intake stroke the cup is lower wher I"engine camshafts provide a snorter Meters and injects Intec'.'iI calibration and the early portlon of the coin• is operating at part loads the Injection period higher ntjec- The cross section diagrams Tr- .,nt W fuel metered into messlon stroke As compression plunger does not reach the soli lion pressures reduced emission describe how the PT fuel Injector the s determined by the continue$. compreaaed and fuel mass as goon as for a flit] levels,and Improved fuel Worms both the metering and prassul a at the inlet orifice B heated air enters the cup through load charge Consequently economy the injection functions The the size of the orifice and the the spray holes Thib act-on injection IS automatically retarded plunger motion Is cmtroaed by time period that the metering r prepares a mixture of air and at part loads and advanced with Tals4ft in-actdra the ang+ne Camshaft through a office C is open The inlet on fuel in me Cup before injection the larger fuel charge required The top-seep fuel injector push tube and rocker lev6,r lice B is adjustable and provides at full loads The onerent fnalure hinds the upward Tavel arrangement Hence the only a means to Identically balance +I Ince and retard character- 1i the plunger, perm,tirtg adjustment required is setting an injector set during final ro•k a elxninate the need for momentary unloading of the the injector rocker lever clear callbraPon Injection special timing devices that are -factor tram during the fuel ante at regular maintenance The Hunger oeglns its down needed with high pressure fir::I metering cycle This unloading intervals an operation similar Thus a orecabbrated new Two piece nozzle ward motion before the rn 1 -! rnr niavides better lubrication and to setting the values ReCon' injector from stoc� i The injector nozzle Is made in me compression Stick,- -subs in reduced wear. longer riouton dues not beq,:be installed In any one CSrynAar SWO pieces-the Cup IlSell and I Big Cam concept .oefahng periods between I"ion or an engine without requiring me pressure �l the do-]✓ . 9 q 9 the cup r@tamer Clearance bs- rnu Wrt' e.�eeg5 trial !l¢t ,q`' 3 rich In 2 arm.diameter adluStments higher average fuel The metering function IS shown replacement or recafibratlon of tween the Cut)and ,i Iumer d e GOT' camshafts are used in the new economy. and better emisblpha below in the second diagram the other injectors The r anous allows the cup to center on the bushun chamber At that t,unt high horsepower K series engtriea control from the 'eft When the plunger orifice Sizes permit a basic Injector plunge) This self- a pilot discharge starts Cu, )us- tc provide more precise control Is fully retracted the fuel enters injector iv serve a wide range of cenWrtriq foalur.'ersules accu- Iron before the main injection of fnjector plunger movement the space between the cup and engine fuel rate applications tale alignment of the plunge, in charge Recently a new 2'. inch the metering edge of the plunger rrackvnark the cup. 83 5 minis on 75, linger,cam. When the downward moving shaft has been incorporated ------ _. _ plunger meet$the sobo mass of the fuel the pressure forces the awe lsaa.r ifraa+aa u.Iab► O•wi.lrew I main fuel Charge into tht.Cvb tkra•kWra.a) two iiiirrir kyair ew) lk.i MMwii) fM okodefto miter Thus,the FT Infector Rua,M br.n•wn•non Our M•,nueror pbnp•r ..M.orwpv mom dwa ArL,,ni.rnc• IRe emn mE?k h tho r th•IRI•cfo.tl ia)era Man m .uovar0 m•I•r,n p^r requirement4': n ini- Mrpph 1M~gnu. al -Ift p an0 t,ONa IM mlMT9 INga,R.M• u W IM I., �, 1 a ICI a uneowna nee Drina•.Dp,."imp tin m.brrnp a10 IR Uri cvew mu^ ^ton delay with trip pilot nH.rMl EMprya .nuM Mro Iwi an»n Nr• >ctn� w tw b N+•11 M" ,VMooan rip rwi a n ., " ignition ,:Id feet:i oogrfll planning ..ovw4•a.a r M rn••reunt.wi rMime likings camrwa d. a fir io j cuo v ift a of the mar,fuel charge heu$sary NDier l p pia op a.1 Dy•Iii b•I.n.W n i.r..ep• brrn flrN ail of tlr cuo now In•er Mr M I this� �ki.l stop(01 D xa.0. ommts„v Mraupn unr nobs a nryn mrCbr•nor f rebmno ro for high p@rfp!}nai{ce. \ .rd p c rc i.non ul Iwi pr•..1.•M•aw.pnY +1+.hnu tan.Nor Mn pa VMbrrimoDr o�nC 11 Pl."..imnp Tnq sauna oWq• �� the hal tlraa.iir•$•fw.Iw wluo'.mn OornWmpedtn. coakrp oM bl.nra.msieM fl�laMall ptfaSu r:•• _ crlra.r.Irllrn kW gftp eho,•rim.IMN•f,n MM an$w trf FvI Io)1..ncowiW ar M• M.tanil The Cummins;+niech„ enwun m bin b pwrwr WnoM6 W Nw into, , 41Mrri I11W ar V1a,M wNE bearoh ponrnor Ma Inrona rrrn � . 79 rwi bin IY A ti,mG'r::r.y i".erJ juel gels ail. 0 a^d ns ldis 'P !fir m051 E fuel unr F I i G � p p i C C Iowa Fire Hydrants I Parts and Accessories �_ _ JWA SIRE HYC�RANTS Pan, N"maN �-_ -_ Ne.1 Pan .aep"lrae , Materlal /2 TO EXTEND INSTALLED t Operating nut and t—�-Cut upn and 4` I t� ON W NYDRANTS-(NO DIGGING ntamrng ring bronze S 1 •. I I y oowp WATER hySHUT-OFF NUs-an beEOUIREDI. 2 OpTc t Cast ron .f , 3 Dome Wit 1 5'Pel 6.7 21A dining. ed.ywithout eater shm ofl and tllgglllg b the use 01 an OD.sciew, a Gas rM is """ IIntermAvoilabe by e in lextension section INSPECTION a $hill"WV labwe, I Cast Iron,brans, a' lengths trom 8"to p0" r �— „ d at aITN.161,Vietnam are AND end gbnd Wenad flanged at both erttla Wit furnished Fplbwer bo 2 SIPeI n"e b-on2e 14-- F \13 r i Oxt gaskets,rod. bolts and p MAINTENANCE 9 j aWZ"bap pxkrnp Laoncatea ' \ aatero,on rotl, and Ina. ! 9 Swnap boa Dackir,g n^g I Bonze to Adl.anno arm., I Brent. Is-. I , I ;,�aPw Ek+EA.aN afa MANUAL tt NNe 1 .,ast .00 21c a c-uvwa 12 Ilaae 00116 eM n,.Lb B• pieei ' 122A I -{ �E 5iY0 STAAdeia6 tx HNd , no t I6 �I BREAK BOLT BREAK 77A 1 r s n1 am Ia , pump., sortie 1 clim ' 16.17.18 1x ! Pumper roux enp t vast'rn i CONVENTIONAL STUFFING BOX AK FLANGE �.nFw[ 'EmS nk CONSTRUCTION Ev st Ys„vonaur t tp No1a rW2aN 1 A on2e TYPE TYPE Stdr QW rT 11aM rbub so t as iron , O NossN clam 1 Set 5 Yi Iowa hydrants, unless otherwise 19 Stand DI t 218 M -19 specditti are wiled. aph d swwn 70 Sauer,ppNan„p roe 1 _ ,�zzz!lt�� asbestos pal braided. grapnrtetl. 7t ibnpe Oorts and nub B _ I I asoeal0a pecl,inq-�wckly and easily 0 I Vania is �OI� 9g ,eplaeed wheneve,necesa . 23 I EldaMbn piece 12 I un ILq�,. 2I ! 1 ry, t /tin) Pr e w e CVup�,g III op of N Coupluq and p'n t P ao J{r.. - 22 L I 41191.,auven oraraung roe , 75 Top stem nut t B me I(yQl 3 M t a w,n new s.lemuon aPcuon IT __.__._ { '.. ___-_.___- 23 the a gebe a m I YpPar,deeming Nm _ .__. Cast den -... _- a.skis a allsta we,ecitm Mtl an b,ahem Nan Baaaanbb ease ew,erne a 27 OpentMp arm pma end 2 Eve Cur Oronee 24 1 and Ga , ou�wo IIra11dr. ^` toner pms j 21 tf`I ,. aand boao8 ew TNamtenance 1neblwMow a. Be ThlNdad are. t &Mae or Starae m, " 3p Conniemp link -t- t _._;.Broez, _. 39 b ° 25 �� r ' -%1 n 3+ane IAVail n St I CMMcap s link arm I 2 Ewrdur erM2a 39 Care <sD screw and nut t Casl nonalent, aaa �uw c 33 Gale p,na 2 Ere our bro xe 34 32 ' 4 Nara eeMe 1 alit", LJ . Jno vG 35 'Gale weather CatUrDn 3$ 27 IBREAK ]OUPLING __-___. A I<omm :e DOM IYpHI 36 Coler Pins Ior qam 2 Bresa 28 _ 1EW EaRM55lW p7 Lower OM anf`p arm 1 (AYI 110rr E4TOp N Bottom ahem nul 1 Bronze BREAK BOLT AND E Np aoo I { I 'q Dram valve roll,. I Bronze BEAK FLANGE HYDRANTS - e*No evoewNr �. ,... 1 csx eolr 4 -__..._ 'R4` OB Bonum,reel nng.ane 1 Casl irom-bronze �� B drain barrel SQ � Number :CeI ."EMr aLarydEl __ Part Required C.pNe LpaF aI Datm give Id n,abm 1 Brenle .t. 33 '--i-� e-- 47 Drain Ville,1 nPr 1 &M20 it 71AA Beak bold.peal nM 8 0 p e •For E reeMna al.r 31 O-RING SEAL 21B B ilk tau pn last tV114.11. 1 4] Oram valve Baer , 1 Brpn30 /� , 4 hydrrant$regwra I F angenTYae eand ari„d•ar, e a e W Drain valve weeper t Bro to \ _ 36 1 STUFFING BOX ou 14l break Mite 7 0 r erlat,,o beak e.0,v _ _ �rMl1 FINaa Type r, _W,.,Id.1 t t ng rM 45 j Drain rubber valve t 9ubber The O�Rm backing incorporates --- e6 Drain vuve.rile+ I Bonze 37 - 9 P D W teA _cSiancrap"ard Ron, Brae.Flange, : Anec I e .w lr w daa�c o'o wearer nut I two construction designed Provi des ng sepia teat eon t cpuc re e A r eabanD rm 1 - _. -. --, 1 _ 3g This corlatrucnon provides an 21A Brest Fish"Bab,nd Na a a our new eareu,on ,. aeug +w ea6elltrnty Iowa and can n made Nub ideal I I s A.Pl. amp "Deer ma wrM aremr W. nrtlrant reVr ties e j 41) Pan of any Iowa hydrant tie 218 O ask Cuange. .Wt eon 1 couuenp ro p m an (atom on roe mellef when It 22A Break Flan east eM I 4 abrbp ae and Den tc Pawn I Spec y both pat nvmMr eM size or main Val ogm,,a wren ardenng I 41 w03 installed 22A Break Flange Gaskets 1 Al.ran baaa,"a was ww some 1 1 s <<^SA Break Flanges Eibnsbn nye.Gl m lt'7 "rear ineeaclon � � Prate.teat Iron 1 and Cwmral Namunance lnnuanooa a l -- 42 FOcific Water WAS SUPPly Co., Inc. CLOIN 43 PIPE VALVES FITTINGS Water Eyatems Group I•Imam se 'o' -•.• mesa w•.mN s IF ,rw 44 ^ New•..lnv ,a,� ".�wi pmr ,wav�ww!•-t 46 45 �� Clow Corcarauon ®nwra o:rn i P 0 Boa 350 Oskaloosa. Iowa 5257. W tea Fr•raNap.rsN•awe rap r•w tappwa Are • � PA•rw IS/S)97SN11 aai Inspection • � . _. _ a _ �__, a • • • and maintenance ? Directions for Removal and Reassembly of Iowa Fire Hydrant Internal Parts alla Of Fire Before camery,mrilig n Main, procedure. now 2 enW OR rue dive m mein,controlled now Hydrants 10 hydrant el and open hydrant valve corn- ' lately PA. P Only two handtools are needed fer the 4 •"� ----___ i complete removal and reassembly of 1 working parts in the Iowa Fire Hydrant- i 24 an ordinary adjustable wrench and a standard screwdriver. /\ �I de IN w aneln Intl open 1 -- -- R 18 iviwtl m ere d din tare Al to p prhan tutu - e back one IOII turn.Apallron II All parts are easily removed and replaced ,e n< w <=r�,ux — �-. Replace nvdnnr dame a tighten boa a —� from the lop.eliminating any need for special 1 �� PS— � _ tools or�eavy cumbersome wre.u17 hes. (`� + " /�� • M, j 1i The advanced design of the Iowa hydrant ® 1\ -� • N provides minimum friction losses,maximum a." A 31 11 water delivery.Superior engineering, uns:rew S,uge do, bon a and hh off construction and materials assure I dome a unsci w series of head boas IS Pi) _19 �/ /PP ^ � ' operational dependability through the years 19 and Demo a head 11 _Id S7W1 15 and when m ,ntamed by regular periodic I PO x inspection of internal working parts. JJ continued efficiencyis suetnmed, � � rwr. �` �/_ 8--- �1 Ease Of maintenance is one Of the many I{�I'{ MAIN VALVE CLOSEn wait y:,ite open , advantages o1 the lore Fire Hydrant— lete35 systematic inspections. following the simple PO 10_--.�T1 `,33 procedures outlined here,will assure I— w.lr: ma 111,, "�Qfb O in lure wdn f�the Y \'� Fc�IY its dependability for generations. asaembty, lower and inset into channel at ti /1---'� dsl�wy • \ hydrant bottom taking care to hold dead velva Claee hydrant tabs,Open valves In the main v e ugly against back of the hydrant during W.- controlling now ld the hydrant. IP-- jPK`�N `� ` rg. a guide 4 Is rror n ter it win trot No• ,�VONS +15 NEl Intel the n d IOcatcd M the back of the N�� .� N -wv will not elide ..f1 6 G�' vk t\' , of NO ./ Grasp sauz ue r d p(1 antl Ile to To tear drain valve remove one none nozzle 44 '00 1� t�R M remotewoM ,, I. Imm�yaanl b oast Note cap and open hydrant three turns Allow water I �`F Pt IQ '°\S "r�, M .. -- poc• ce s u d.wrbivg_ to rate ro level OI rWtzb..than comae hydrant a „� Place palm of hard thinly Over the Poi' nozzle Opening A strong aUcnOn wilt Indicate u 1�Monint I. emu.• ,�� ning yoyea, It the t recede o•Isuction can"be fail water tu Me Man ✓� needs to be unplugged as mentioned in step I. v 3.W reassembly dpa laboM 4 and 5 have rips - ' Iv.rrjl• Men folwwed eemauby Wan deal,funetdn- %"\_ Ing WOperly replace ri0aale cap. and Open a .. hydrant fdllY to rest gaakes and packing tot e•v �� Wake - f ^ t � y. Clofe hydrant—with inapBclrnn and tests haw a t. n.al they are COmWelepr the Iowa f home is again carnal to - ap, P ~ "oft / continue protection Of M1ome.rife end property. s ' J< 41 r � and i,g lne pUrpp$e 101 when it waF dB9lgnetl 4 r 1Io' Rapiaca ew sx romp avail mtan 11 and d sold t"Althaug seum d rwopasapi 't a wise prat Operating rod ■ end brat to tandpipe IllHydrant Repair Assemblies s 'fA licewhilew the hydrant is apes in make certain n original posmon Unscrew bronze cap i I f• r,J" the drain isugh the driving 6 e l opens feel rod screw from 1{ . insert x n again and Assembly Parts down 1.clear tna Bran barrel opening The turn adjusting screw t♦ down all cyn it Ability the to clear In.Mae of outthe Iowa h la rave 1.Operating cap scene back M pal A Complete Hydrant Valve Assembly Including Dram 24 thru 46 but nor part 39 of ma suparror features or me Iowa nyOrant tug Replace cap t d f�(.Exam1M pack- MAIN VALVE OPEN Orar Valve Closed daNgn. Iltg�Ong replaq It rrccdkwry. 0 Drain VelvO Assembly M Mau 40 cL:K AWWAGATE VALVE PARTS CLAY AWWA GATE F. VALVES _`w FOR UNDERGROUND _ AND PLANT P•'►!NG SYSTEMS -� 2 THRU 48 ell m Ur 1 � iti a !'• ...�. ..� .� a 10 al ;�Na.WH'dM ys.n SMa of Nh0-Fa Cy 3ck,,(luelt (1uOUIlYPt PaelpeN N.o an.s uW i. 4 ALL JOINT ENDS Nfq VaM wnH O-Mrq R¢sing wnn Omsrae Bcrow nue Yoke • INSIDE AND as No m r Pen NP Mat" Pn No m1 N OUTSIDE SCREW lei cap Sam I Sw 113 899Y i cast imn 121a lo"Iff al 2 8,P - - CONSTRUCTION Ia oww9list I Case ll 114 We NO! I &Owe Im OFF'..Staffs 2 SNN— FOR CAST IRON. tN PllPlawe 115 Ga1eRlep 2 Bmwe Rm1-6r9gtl &A 3 el Staffs 119 Case R.4 / &owe 120 1ul:ower Plate L cast eon PLASTIC AND A C 114 0RNs 2 Ptuar 117 ate a$1 lnm 129 knower GWm 8"". PIPING ICS NRmp Put Cut Iw fall "a &Pwe 130 PNeulO Bmuea sul"O3 w tclnOe I19 NUM ? Cos,1", 131 rest P0 enalrO a 1 wrq ?ror- •Y, V Boa 120 lute Cown kW BrOwe 132 $1"N.1 I'm i &mae I 121 HwYA OeN 6s, Bull 135 0 S kY RP Steed ..t t ast Iran 122 NPffaNW eon CapmP I cast P Susan Rust ulee 10• 123 OS S Y 136 0 S 6Y YOse $te • 8r Regal« Bolts 3 Hint Rust-Ur9dM �. 1 s w P" I CAN hen toad 124 O.S tY SNm `A\� Lorwosrtror, Nut Bove 1• 125 0SNY Y.- ' a31110 / Steel IH Re"$tan r Blasius Stet; O Pacific Water Works Supply Co.. Inc. PIPE VALVES FITTINGS .i b�tv Sm rNlanon trt PIPSM1 YrA«b I>'et .y,... .wlh MM 9NY ta[py vaN 9aM l«•4wp 6r m w«w«me..,e. -y ms asaa �ast� lemom wt 1W aasu ton[.«I-mpgyW cc 1.0 CHOW CORPORATION VALVE OIVISiON P 0 BOX 350 OSKALCOSA IOWA 52577 crow AW%A GATE VAVES . . . RUGGED . . . LOW TORSUE . . . LONG LIFE crow FOR UNDERGROUND INSTALLATION LOW MROUE 1`01"T 111E11MNG Valve Operation Is Easy and Dependable . . t 1 ,..t A 4'Re1t Ir SIMb provides nigh load with Two PENnt, FresFb•Tdng Wedging AND PLANT PIPING SYSTEMS am low b,ab;h which reduces The vavve operates won only two points of bEar,ng operatiCLOW AWWA gars waves snide rugged ciJtgtnlgqn 00"Wttlg torque up to and Seals ,,,11y two points of fiction .with a stmple, tlarNetty for repacking under rebaura. spreading:Trig,,+dating,V type pollze gala double&,long allel a llv and aCPndmrW lrxceaNunca.They we double O�sc. parallel Baal valves 4Nlinp or exceadmp all StMOOTN OPERATION spreading mxhamam...tot positive ecban in requirements AWWA Spectbuatiorw CSng,add contotm to federal Precise.high strengln•ounganese opening and closing.Sepereh'h, s ano oronze Specifiealions W W-V-Sae.Type K.Close 1. bronze satin,won extra navvy thrust wedges permit mechanical adjustment to varying Component �g clear.provides smgdth opening and positions. parts are constructed of heavy "bled proportions In, 5,•s closing of M gates Stem torque malts In upemng,turning the stem tgleasea the wedging ea ITS sto"cith to withstand pipe strain and possible sbdong in + `� DrM specifications pressure on the gates.allowing them to move away uodefgmaFld eprviie.Case Nmote,dlN&a ConslNWOn Prw:hers from their seals belore starting upward travel. illustrated at right,ass4ree long aervlae and easy memamence. SMP1,E,WJGQEO CONSTRUCTInN Further turning of the stem raves the gates ono the All tom\ends.in S,ZM Shown oaew and 911 commonly used t- - Stem nut is solid wonze and co,Or.peroutting full opening flow through'he accessonas and operating devices can be Win•shed 1 ; �'� independent of hocks wedges and valve ( gates It I$free-npNmg and In losing,the galob move treaty downward to a PRESSURE RATINGS �__ "it aligning For longer"at.the of anion oppdane,their seats.At this point the hooks threaded seebon of stem nut is at least come in>onfact with stops which prevent further Working Pressure psi Hydrostatic 11',times the diameter of the stem downward a nveme0i of the hooks The bronze Valve Sze Test Pressure wedge Titling on the hook$then Spreads the galas Inches Non-Sliock Cold Nate• psi apart and forces them to their seats to make a watertight seal, .nd shut oil the flow through the 2 into 12 200 a00 valve. Boo 48 150 300 Ft 7 y MI Mf ... ell r ;g. �yr� iA� h.n.., ;,.. ire.- -„ , +•r+ _' r. , . ' lE - • . u , F-spat F3oN Easy F-5('e, • F•5o1c r-5tao F-SVe2 F.Soai F.se9J F-so,0 F-5or2 :seat Npn Ei1N F4npae on,A4; IMcbVi Ib.nt f1.nw.r. tmsaaea E.b, F411ea Enae P.0(11.Ends Pu.I,Dn Ends Pu.h-Or E,qs n4cNI L rl F4npra Eras Nei F4,.Erma Hub Erw. NOS Ends N.[n.nb '.hint Ervin I.,(j6t ir[n PiPo F.,aWa<oF-CITN•I Pipe Fw PVC pips Toppos VNw sail".In n.W. Ou4tle Scow l YWe SPVr Epanne br,woo WOgt*a Flattest,she faced and drilled to ANSI 125 poured template unless otnerwae instructed Valve Tunis Cm Sus to of A B C D G H J K M, N P 0 R S T U V W X V Z AA BB DO GG HF1 JJ KK U- ln Sue Ode& Stem 2 S 4 1 'py- 3'. 10t. Y+ 3 2W 5 4 3s. t01. 31, f0••. it 11', In. S.. 21s 8 It tin t14 114 5t, 3'. 151I t2b r', 3 _) h a 3A IV. 44 Tv 121. 6 31. 201. 16ta r1. _ 31. 4 IS v. -e 1 5t. 41. 5" l4 S 41., 24 194. 10 4b 5 t8 t4 t0 �51, 19a 2T. i?la 10 6 21 tie. 1o`, 54 8 Ty 5. 6': to 51, 31 24L 12 Y. 6', Be 8 _ 21 Ps Illy 61, 22 10 6•, .22 6i+ fob 3P, la 6'.. 91, 10� 39 19 13 64 ii 4 127 6*a r'. 25b 6'I 47', %1. 18 T. lot. 9'. 1a. 1pt. tOb 12 45 1+I Ids 111 29'a W. 29'. 584 a54 to 31h 13 364 8 t6 1p+. 12 %b 314 14 45 1S IS. 23 Ti. t9t+ 38'x net. >'. 39t M 53 22 JJ t9'. 1J Sr,, 41 6 314 16 a; t2 421, t6 52 11a f% 23 91. 13t. b•r If1. 9'. a3'I 153. 58t. 2r %r. 20`, 13 62'. 45 8 334 16 49 12 464 3911 9'. 134 154 to Y 24 19 24 9b. a aJ'i 204 9'. 46 BPI 63'. 26 39°F 22', 1J art: 48 9 361v 18 52A t2 60 421. 9'. cat. 181I 20 84 24 20 24 td.. t1'y 4". 23 t0 50 2a rb 2sr 20 M'r 10 16 55 2%4 t6 !1() 901a 60'. 26 +3s. 34 13 13 511 8 f0^, 18 554 i. 534 46', lu t5 104 For 82 30 SWr 28 13 83'r S64 8 46 18 62. 12 Ba 52'a 10 22 30 63 24. 25 32': 1Y: 2cr, 64b )3„ 12', 66b 12u+ 9' 30 62'. 3P 1TI 100'. ri', 10 54sI 16 MIN 1S`r r2-- l % 75 J 27 % 231. 294 1Y. 40i. 234FJ Tl4 ,aTy 110 % )OW 40 234 120 eT 13% 66% 22 Bgta 211y Bt'. ''24 � M 3-r 45 '� 204 7D4 d6h 30 92 4r 1N 145'. 102E 10 7r, 30 10a4 21 t061I 97 a6 t0p 4 45'x l5'. f 30 105'. Sa', 18'i. 166 161, 11'. 87'v 30 1204 27 tip 1d6 I Turns to open am for valves without go" Also amHwm gate.elves with ends,or concrete pipe to Saeciecat o s SPS c,Poet • • LTV Rf. tC WORKS DEPARTMENT El z S•GN"U11u T, ENGIN,i EFlNG i 235-2631 0 $ M^UNOoICIPAL BUILDING 200 MILL AVE Su RENTON.WASH.98055 AU /`I� u 7I. 4Pb ❑ JEPTE qo WO S�wRe W N RE: C.vt►. -i�� -- S�.ryF11� fnTc 411Ln2 ATTNI GENTLE MEEN 1E ARE SENDING YOU ATTACHED ❑ UNOER SEPARATE COVER VIA ___TIE FOLLOWING ITEMS: r SHOP DRAWINGS o PRINTS D REPRDDUCI&C PLANS ❑ SPECIFICATIONS D COPY OF LETTER ❑ C�}ji5 DATE II R DESCRIPTION AND RFWARS ow K_�_(=jf Cu.l.� L ✓ CA THESE ARE TRANSMITTED AS CHECKED DELON: 'to VS D FOR APPROVAL ❑ APPROVED AS SUBMITTED Of SUBMIT I COPIES FOR APPROVAL D FOR YOUR USE ❑ APPRDVEO AS NOTED D UBRIT WOPIES FOR DISTRIBUTION D AS REQUESTED ❑ RETURNED FOR CONNECTIONS RETURN — CORRECTED MINTS w( FOR REVIEW AND COMENT ❑ —_ D PRINTS RETURNED AFTEP. LOIN TO US COPIES TO: iffSIGNED TITLE IF ENCL0SRES ARE NOT AS NOTED, KINDLY NOTIFY US AT ME COUPLINGS Part Numder Chart Fernco Flexible Couplings (M1056 Series) cur Fit all of Those Drain Pipe Material a. Aaepl to The"Outala.Piq DWRNra —_ �a�� Caa;Ron Soil Pip. MATERIAL OUTSIDE PIPE DIAMETER n.rlc co.+EA PIPE C..T MOIL • Ea1.r1VW VNI l%' 1%' 2' 3' 4' inaMLus SIZE • NO Nab INN) CAST IRON (� $1aN PI EXTRA NGVY — _ a4. .r r. W,SNNttlYle 40 SERVICE WEIGHT - - a in •.III Copper Pipe NO hue - I.IN 231 33l Lead Pipe PLASTIC AS&PVC. a Plastic PipeIDA'V SCHEDULE MA Iem I..m 221: 1402 a 1056-125 1%11% PLASTIC SEWER 4 SM W• ABVC,DV Mhiml.N 40) DUN )ho .Tla 1056-ISNIZ 1w XI% • AeSTVC.SCNtlV).m ITM.WWI) COPPER TW5 1.0 2M 2.�25 .Im • ABSIPVC.STYRENE.STmr s Dru.ASTM 272E STEEL I Tr I wn 2315 3. •M 1056-150 I%a l% • PVC Ssv.r L Dan ABTM 961E L SOR X LEAD ISM LIYI 22.E ?S 105&215 3x 1N • PVC SW,. NW.ASTM]032 a SDi 41 1056-22 2 x 2 nAr nAr caAV CgNOrTa CO.ilaTa A TM A. m 105&315 3 a 11A m PIPET To M TO TO To ( TR NATRUt GAT ("'I AEaura miens urt ww aounu pao 105&32 3x2 OR parrt, "PIAanc WIN NKW SIZE �� 1D5&33 3a3 r' °"IMATLA w 1056-416 4 x 1" 105643 4 x 3 1058-43 4.3 4 a 3 t002.43 '1006-43 1061.13 105&44 4 x 4 1056 53 S a 3 421 /001.44 1002M 1003M H/001 t00&44 1051.44 tO55a4 6a4 1U01-54 .' 100246 '100.154 1051-54 •1044bi 106&55 _brb bay 1001.56 1002.54 100335 1051-55 106555 1056463 Gas s x• 1001-64 1002.64 '100364 '100444 '100&64 10516E I DS&M 1056-64 6 a s s x s '1001.66 IOD2-65 '100346 '100646 1061.66 1055-65 t 6;6 e x e 1001�66 1002.66 100366 1004-M 1306-M 1 1051.66 1055466 10hom e a e e x b 1003-85 1058-04 e x b s x e 1001-M 1002-BB •1003-M '100440 '1005-W •1051-BB '1065-80 1056M 6 x 6 Gas 1001.M 1002-0 10036E 100440 10066e 105146 105566 1056-M 6 a e 10ae '1001.108 '1002-10-8 '1003-104 •10114.106 •1006-104 •1051-108 •105&104 105&1" loxe 1D a 10 1001-1010 1002-1010 '1003.1010 1004./410 '100&1010 1051-1010 105&1010 1055-1010 10■10 12x10 '1001.1210 1C.12.1210 '1003-1210 1004.1210 '100&1210 '1051.1210 •IOS&1210 105&1210 12a/0 12 A 12 1001-1212 1602.1212 '1003.1212 1004.1212 '1006,1212 1011.1212 IC66-1212 105&1212 12 A 12 1b:12 '1001-1512 't00i2-tfi72 '10031512 tp5&t5t2 15x 12 16:16 1001-1515 '1002-1515 t06&t515 16 a 15 v OTHER WE b MATERIAL COMBINATIONS AVAILABLE ON REOUEST.CALL TOLL FREE 14100521-i 263. 'SUPPLIED WITH REDUCER. FOR CONNECTIONS TO HUB,BELL OR SOCKETS.SEE OONUTS ON PAGES 13-24. tr, ASTM FLEXIBLE COUPLINGS �co for sewer, drain, waste & uen!piping. HOW TO INSIALL STANDARD CONIytr.CTION (IN HOUSE) I Ir r Ir j ..rose- I- star,a Slid..F "W2 r1xyX-g �y 1-,hten clamps to 50 A Support pipe and . swW darrgs.Do ri co- 2ver pl oan spin a ruts m,n lbs. torque. -t. Pressure testt lot nave clamps frorn coupling of the two pipes leaks wore m eating STANDARD CONNECTION (IN GROUND) f i 1Loosen the stainless 2 Slide Flees Couple�,; 7 glaen clamps w 60 Pw,,ure �vslt betwe . steel damps Do not re- 2. over plain spigot ends �. mch torque 4. backhling w axxceai move clamps korrr coupling. of the two pipes lig)mt. Bed and backWl REPAIRS AND INSERTIONS properN, 1Fernco rlexible cou Remove pipe sections. Insert new p.pe or fit- A Tighten clamps' to . plirgs can be used IQ then side Flexible 3. any then slide flexible at. 60 inch Ib, torque c ple pipe when there i- G�unlmgs over both pipe Couplings river new and old Testt before backf llw..g or a break wan mseraon end, ,Remow damaged pipe ends conceding domt. Bed and 6 needed areas if broken.I backhli properly- / unum test eurc 4.9 PSI U =1NOU R H August 14, 1985 51139.0 (15/30) W. Bob Bergstrom CITY OF RENTDN 200 Mill Avenue S. Renton, NA 98055 Subject: Portable Engine/Generator Set Water Project No. W-&S Alternate Equipment Review and Recomme•dation Dear Bob: At your request, we have completed our review of the alternate equipment bids submitted by Puget Constructnrs, the apparent low bidder for the above referenced project. Our rev+- included propos3ls from N.C. Engine power Of Seattle, WA, for a Catery.,lar engine/generator set; power Systems of Renton, WA, for a Cummins engine/generator set, and from Bay Power art,} Control of Auburn, WA. for a ,lohr Deer engine/generator set (original submittals are attached). The submittal data indicates that all tnree equiPment suppliers are expeiencod in the type of work required by our contract specifications, 4e have worked with N.C. Engine Power and have found their work satisfactory. We have checked with the references provided by Power Systems and Bay Power and Control, and ha•se also received satisfactory ratings for their work. Parts and service for both the Caierpilla• and the Ck�.wnins are provided by l:.C, Engine Power and Power Systems respectively, the proposed suppliers for this project. Parts and service for the John Deere unit are provided by Craig Taylor Equipment Co, of Renton, WA, and are not available from Bay Power and Control. Ae believe this is not a significant disadvantage to the City since Puget Constructors musk provide authorized warranty service for the system for one year, regardless of who provides the service, At the expiration of the warranty period, iha City may want to "shop" for the best service available which may .lot result in arty of the three suppliers providing extended service. The engine and generator systems are standard, commercial products arJ can be serviced by a variety of sources. 141p Market Street,P.O.Sex 1181),Kirkland,WashiigtonQM(236)827.8400 � r Mr. Bob Bergstrom August 14, 1985 Page in conclusion, it is our opinion that any of the three suppliers are capable of meeting the .requirements of the contract specifications. Please call if you have iuestions or require additional information. Thank you for the opportunity tc be involved in this project. Sincerely, RH2 ENGINEERING, P.S. 7 Awls Daniel R. Ervin, P.E. Enclesures: Submittals •CUMMlNS ENGINE COMPANY�C. Engine O.1.$n:•el Engine Model: NTA-405 GIGSIGC DIUe: July,1383 Bullil 336?464 GENLF.AL E•'GINE DATY• TYDa ......... .. .... ............. ... ... 4 C,,cl(,Online.4 Cylinder Diesel for,-in(M .. ...... Turpocha ed S Aharcooled aoro-m.en nt-a atraM- •Ima) ........ _ _ 5.125113a0 X R.O 052) 3oepmcemenRatio Blnl, ... ..._........ 49518.1) Compression RAGS ... ........ ..... _ ...... _... 142:1 f.U�N rT {nwayr Y.Myle H tk9�Dry Wv gnt awn{1 fta0alor Cooled Engine wita9ut Main CxrvrMOr cer Insbllatlon Diagram.. ........ Heat Eachengar CoONd Etpftx without Main Gartaratw Par InMa.Mtion Dkpram .... Wet Weight cnglnoonly ParImtallatbn Diagram...... .._ .............. ............ Flxi lot Cooled Engine without Main Generator pet Installafon Diagram....... Mo Heat Exchanger Cooled Engine withoal Main Ganbalor Per Installation Diagram ment GTcI'^SpeedIm Vmaaietion with fully C Omp9nfetnylwaa(nea(l at 18 0of Ten; JWO r-m ID.w..•.N.'.(.Yg...r._..._... . ..................... . ENGINE MOUNTIN. MaxlnlJm Bending Moment at FMar Face 9f Block -ID.It IN ml ................ 1000(1356) EXHAUST SYSTEM hi an Back Preasu•e-In.Normm kg) .... ... ..... 3(75) AIR INDUCTION SYSTEM Maximum lntl,e Air Restriction-Y(Ilh Dirty Filter Element-k. Hp(mm HrO)... 251635) --Wth Hcaey Du.v Au Cloister,and Clean Filter Element-in.H2O(mm HrO.... .......... - 151635) With Light Duly Au Cloam HrO) r and Clean Filter E'anent-In.Hrola n .... .... 10(250) Mm.mum Out No 0 ng Capanty-Hoary Duly Air Cleaner-giCFkt ig lure' sec.) -. - - 26(53) -Light Duty All Cleaner -(rCFM(g late ea)..... ....... ........ 3(6.41 COOLING SYSTEM on rya e.^r.,i wem emits r•r.,.1o. I Loolent Cepacity-Enpmeon%-U.S.Quart(jare) ... -- --'ll -With 100-F Radiator-U.S.Quart pure).............. .. .... -With Hut exchanger-EA.Quart(lRrr) ............ .............. Maximum COOlant Flwtlon Head External to Engine-PSI(kPa)_... 5.0(35) tuilant"Static NecO or Coolant arge Sift of Crank Centetlim-iLlmetrol ...................... 46.004) Max+mum a Vik e.Fur.TDiuhape$be of HX Radlalorand Fan-mhlplmm HlO) O6(1L71 Mmiiaum Raw YL.,m Floxy g0•Fto HX Heal Exchanger- U.S.GPM(litre/min.).,.........._..... Maximum Raw YgVrinlotRuwreafflX Heal Exchanger-PSI(kPa) ......... .......... Standard 7harmosbt(rlodWatrng)Range- •F(*CI .... ........... 175-195(60-90) ...m to ftIo................. Minimum Output Pnaaunol Engine Water Pumplsaebehm of proximate cap(-PSIIkPQ{ .... 4012761 Minimum R,pTon Cap-rahnor a) .-C) ...._.__.._........_ .._..,...._... 7$01 Maximum rop Tenk Tampegtue-'F(•C) ............... .... ................... .................... 212 000) Minimum Top AsiaTank US.Giotli—'P I'CI.................... ... .... _........ 160(70) Maximo Fill iagllUS.OPM(h Engine Mouthed . . .. ......................... ... ....... 5(20) _... Maximum InitialFat Tune-Wda Engine Mounted Ca for-mlr ..... 5 Minimum Coolant our Turbo Space-%ol System CapaNly... ........._..... .... R Maximum Deaeration Tuna-min..........._a...... ...._........ ............................. 25 Otaw own"imum ftw EKOb[o D,b Oo II4IYPN Net F nfM ). Will Minimum .iz 11 D, Drawdown•--U.S.4u.rt IBM{. .. ..... 6.5( ...>, -a.:•a:�r,�.v...,«.w ro... nne..v,...ire r..�a•rr�xnY-e.n,..-gym•.yr rrr+erv:.n .. ..... ... LUBRICATION SYSTEM On Prnasux r2 late--PSI(kPa) . ........ ....... ....... ........................ ....... 15(103)Minimam C Raled Speed-PSI(kPa). ............. ....... ................................. 45-70 1310-433) Ma.rnom On Temperalrxa--•F('C).._................ _..........................._ Maxmum pl ConsumDtbn--U.S.4uartlar.pltnlhr.) - ..... . . . ........_... ........ ..........00 ......... 0.26 10.241Sy Pa"Fdl"xe .... ....... ..........Bpa»Fi capacity (little) ....... . . 3Cy104 Pan ODfonNoGP igryLow-D. . ....... .... .. ....... 4-305- . ........ 11lY-1-1 System Capacity(including by fl r)-U...gat(litre) ........... .... .............Olt Down ..-..__ . ............................. 20 . . ...... .._ . . -Front Jp.. ..__..... ._............... 14 .... . . , . -61Je to Sftlr.. ....... ..................... ... 32 FUEL SYSTEM Type"action System .. ... .. .. ...... ......... ....Curemim PT Direct 1.1"hon Maximumlil into PT fee lr,ectlon Pump-With Clean Fuel Filter-In.Y (mmHg: ... 4000! -With DRty,Fuel Flow--m.Ng lmm Hg) .. .... ...... a0001 Maxmlum Inlaeta Rnturrr Line Reatratbn--kr HOlmmlpl ..................... ... . 4111001 uunwn FuN flow to Pump-U b.C,PN llgrelar.).............................................. ...... ELM11111CA1 SYSTEM [411ery Charging 3yamm,NepMivs GnOn�V01 t.Ampero .... ..... .. 24;35 ('n imu,Mato.Ibisyy DWy,d.*of ranIngememt-Oh ...... 24 k'.ximu,n Anvwa5la ResntanCY of Cranking Circuit--Ohm ..._.. ......._. _.. .. 0.002 Cold -HC..,50-F(Ii 6 sCap:my Cotd SoahV3u'Ft10'Wand MwVe-DrFC'F ..._........ .... ...._...__ "0 CPe Soak00YFtP2-ii ICto/0'C)-0'F CCA .............. ........... ... 640 Cold BoaktrCiole72•FI 18'Ctoia Ol-0'F CCa Bulletin 3.... _... .. ...._ 900 frBr Motor Cent at Bassbn Luc050Od0-C)-Amp BuO... 3379p0Y Bleakewa/Current at Zarb RPM M 32.1(10'C)-Amp _................ ... ... .. ...... Rrcakz e',Current al2ero RPM EA 72'F(0'CI-Amp . .... .... ... .......... .. ... Hnnki.1,pCurrent al2Yro RPM-Oral-1.. .. AmD ........................._........ Clanbou Current$50'F110rC)-AmD ....... .. .... ........_.........,- Crarrkin ii eCurrent-32•F- %*C)Amp ................... . Gankmg Cwrmu 4e 0'i(_.1►'CI-Amp ...... .............. ........._..... ..... PERFORMANCE DATA Sta_dy Stale Sliced Stability Bond alany(Cmntant load-% ................. TD.a.. Maximum O'Z',. 4Cepabil ,-RP'1 ............. ....................................... 2700 Fshmatad Free Weld$00.•M heexun levelA3 ft.11 m'-IMA ...... ............ 105 FxClud-3 Noise from In;..1i Exhaust,Cooling Systnm a Oriwn Components. All data repnsant gross engine Performance Oaybilities cal tfiad and Corrected in accordance with 1S0,306 tOnid"Ims of 29.61 in.Hill 1100 kPa)barometric presaura 1300 tl(90 m)attitude).Bt IF(27'C)inlet air te...paraNne, 81,10630, Hit,(2 kPal water vapor premwe 160%relative humidity)with No.2drew!lue1orafuel..onesponding to ASTM 02,Data is based an the engine operating with fuel system,water pump and lubricating art;ump,not uucludod are battery Charging alternates,tan,optional e4•ipmenl and driven components. Chan below reflects data based on 101mwing va•i.bl,s at condr0onx of fared power: Coolant Tcmparetun--•FI'CI...................I. 165 465) Air intake Restriction-In.HIO Imm H.0) 10 42531 %Vale,lnlst Pleasure -PSI(kP&) ............... .. 7150) Inlet Air temperature- IFIT)-................... 85(301 Water Playsuit In Engine Black-PSI(kPA) ..... 14197) Exhaust Restriction-in.Hglmm Hill 2.0150) _ Sr._ETev 1a ei N W ad", arm . ,1m"Sp,_d--RPM....... .............._.......... — -- 6 Gross Engine Ftwer DUIWI-BHP RLY ... 500 I 1130 ( 1 ...... .,.. 141(/60. 190(1421 19511451 17311291 Brake k'Can F-ft;@.incase........PSI tape) ....... ..... 1800(9. /) 1500009) 173111931 15001275) 5 iafmumRe-ellmin (ods). ... fW .. /80019.71 150017.6) 1800(9.11 15D01�.51 :•axlmvm Repenantive S.GPAbbills). Capacity-kW .. I spine Eater Flaw--U.S.OPM Udn/s). ... ......... . 59(3.7) 49 U.11 59 13.71 4913.11 1"gin@ Data with Dry Type Exhaust 11"Dord N.I Fein Power With W'VF HX Raduator and Fan--SHP(kW) -- .94 176(133) 174(130) 20) 126F HX Radiator and Fan-SHP(kW) .......... 194(145) 178(133) 174(130) 1Ur t120; Intake Au Flpw-C1Mpaw,q 620(245) 390(184) 4801227) 305(182) E-Is-;t Ot,Tory.p✓atu:e-•F(•Cl .................... 840(449) 87(1 dGG) 8101432) &D(449 Exheusl Gas Floy -CFM 1!Iaa sl ................... 1280(G041 S8 ,465) 1150(643) 905;42/'. Hamated Neat to Ambitnt-B1Urmin(kW 1855 -261 16bU(281 1G45(289) 1420(250) 823P Heart Is Cootari-Bl Ulase,(kWi.-..-.. 1096) 5510(969) 5555(9941 5015(882) Heat ReieCtian to Exhaust-3TUfmm.ukWl.. -........ 5955 J10471 5305(9481 4455(783) 3985(701) Cooling Fan A0 Floa with 100•F HX Radiator and Fan-CFM thtrels'.. 20340(9600) 16701)(78821 2034010600) 16700(7S31) 125•F HX Ramatorand Fan-CFM11f,ols)...... 20340(9601) 167%(7882) 2034019800) 16700(7E82) Ee01ry Data with Wanr Cooled F..haust Manifold Not Engine Pcwnr 1'..in 100•FHX Redialaand Fan-BHP(kW) ......... 125•F HX Redialorand Fan-BHP(k1Y) ,. Htake Mr Frn CVM•hve'sI .. [xhauat Gas Tin.,;era:.rs- •FI'C) ........ _ .. Exhaust OFS Fie&-CFM Dit•a'sl _.. ........_._..._. HootRo Vert In Arnaud-STUlmin.(kVyl.. _.. .. Heal RelectwnlaGoolenl-BTUlrrun (kWl. .... .._.,. H•Nl.ig FCO„n b low With -BTUim!n IAVf)_. .... _... C 00I Fan Ar Few duth 100'FHX Radiataand Fan-CFM(tgpIsl..,.._. 125•F MX Radiates and Fan- GFM(igrpral_...... REFERENCE INFORMATIGN Pedorinsh"Curvy .. .... .... .... C 424.9 long Diagram .. .... ... ... ... InsUtrial, 0mly Radlator With tear:Exchanger.... .... For Remnte Cooling .. Enpine M War: NTA-495 G/GS/GC Oats Sheet: OS-4248 Data: July,1RSl CUMMINS ENGINE COMPANY,INS. Columbus,Indian@ 47201 Bulletin Na.: 3383464 N?A-495-GS11GC1 GENERATOR)ET i 7r SPECIFICATIONS AVAILABLE EQUIPMENT Rated Ilulpw MI Hr 111 HI 111 1 Ivanrm 1810 RPM I1/RI RPM 011 ppa ✓•,_r- i. ® Stanan,' Prime' Mandn.' P�fine� y Cpoldu AW t0.µ PI -- Enµlm•Inurumem Pane' ✓Ga woi m rtmµ rtches Ixeu (ver 1.nh an Us 110 I I-, 101 hattery(tar Rrnµ me'te+.rintrttal InYlNmems Mr ((xµant 'VA _ I56 1 m I 1 'I I temp"aluni tulle Oil temperahlre and prefwm. alarm lw p+It.µ Pf -—� - -- 1,Khm for mempeed.rarlanl low lute oil p e,un- .ahout fan 1D11 11; I!i 115 "..i Tachon ever. Monaunnµ Swltr hra ieLow od I:wbuee e'mIgI, - laofant tP wf itwe Low coolanl level ✓inµme Apf,mx furl consumption el oxeeiperd as rated-input Iwrth tam lun,11" I0 III 26 2b Generator Cont" Anel (,Pneralm mounled. N N ' Manua clan00,Auto Uan Pmalam cMplol, l r.un tlwaMrc YI oAe VrMorn kne Ext tier fiekl. 11 u (vJr I vhm harl{Pd Aflen lxdM, ( In Lln e i Cyllyde+IM lEngirw. "b�'m ar r '_ -- RaAra¢n wt Ian gnds.aC SYi. 115'R amhr•nl •:rnm -- t5'�xfi m 1 - — timlwratun• IEemme axJinµ Bore and Strukr Exta!WDlDmt a acemrnt µIL f445 cu rn Manifnkl.W1 Iv flPmnle annn A w,t1rY\Verµht I ]ID A UaR101ns Fi "pFr— —`^& — - lehm atinP od ri tlW(PaNr.•IPmrnt IYu.'. Furl amgle .}an--n p.ywr ek"pot lvw, (avemor.: (umnum El, AI.tn( Imhen Hldraulq 'laeNr btllla lGv nllpM.11b ae ylgtiYyq{e4(1w'alwr mrhr a.e,n owratnM a'r Dr xi" uchn.x,, i+nnrma uuev r.me.a4•e and x ma.tie awtl mr.mnnwwn rrv.e an Slari ft"I m: ,a a.ny..roe en,..ge..r aPaYIW Tlw raMD*wadmsp Fa(rlou Aarter, i161"Ift mane, rw.aowl IYaww wia l xnP t+m.x'+.1Rr nlrae mw fis•aprx«a.I+n. ."'W tunpuawl 1anmrillpinl ap axk ud M+(.IW-4r.Mwnr Slanlruj a Ili,h: ..'StDnmR IUd {ue.awnlCd fYlirdPr typ,. wmnaram oimaw swum /!CnWant hPalPr rFrYR hM+ai,e IGQ n apyK.04 b w alone IxYler kv(m / naum+`aervae.on mro.mwrm a.ne 1<nuu xn wMe unxltm ru�w µDt4'M CharKen I":i\'aNernalor. �20V state chsrger rxr ianryl a,�Maxma y IX)1tIm r .11-n qww IM It WA br one O n IM{time Omxer ryrT.uo rr-lAl n UYW fir D1hrw+r aeE IDK•}W°/,amamrxlMn2ulum+"*nrt akrauon DY YYla arre OM B!'I.m l.uran •iYu)b NTA-495-GS1/A1 GENERATOR SET ENGINE DESIGN FEATURES GENERATOR ..enlaftm:. ,Wx DESIGN FEATURES iur more m,".i rnnnon Jm: ..d,usd m. h tna�.tm, lot long.,Ixr searirIL.Pm-luarateto sref.cwa canr,dge b.Ji IxannR wxh br.-MPmcnipn Mw Net!backed items 5 team lubritmmn WOsspotts. 7 4—M(Al",in.)d4AWW..Con UV Ifpd-- Cambe{/yW Cordpma-M"moral Etrvocal Klm.la< met }y m i dlamvow. Whys Assottatee,NE.KA.MCI._1 :am,WI:Single,amshah a.nW is ail.aiw and mlwhn CAdhlk CGN aiammum ally,vmpWmg Yn ^•imment.Induction hardened a14n VW nth @w paw w CORROStt Fkadsle"N disks with 400%sa&yv ixto. ,an►shah;Wgh Mns:le owe'Ah~ "A'M.Rearms f uill r:R,ushka,mWw**,W y,hd Nate tiR wave woe w ais am ,do,fine Ihardenecl lufh Cneemm"Sheml M-unmd anf,ald of nRol beanng. CYOndes�k',ARCM a"ntm wuil mmn,able wit hnws. I.tukation:Cla,s F meets NEMA Naridam to remoe,an.re Exh head+rrsrs two avhmkn 1),.W "w Ilinilatkms. --— Mile Fl I .R0I*d Noel conWooew,weh mar e,.'Mi d ftwi uptol.and nxum Imes ccwnnrun m,mant:nsuns ue. 1 w.sered<OMun My .IA6 Iw eaha.v sahr W41 RBEpr:Y :ran x !PO8tgeM Comm..,P, '•Wk 2a&'I"K,v,lrn- InlrgN 1pt,P Pon nxw%,In imelpal,dtMIN Ylell'gM IY/n'gmwIn",pnlinrk 6 0,..xwwcl pmbx line in amoft ur xex1mg i m1 toll ioppoeti Field wmoelg.s deprmirm of main mg."ho tmrx Camsnen alum d lalw wound wdh thereto sen oral'my PmtKn,.t•epos' rgwtors, aoatmg In,at.avnn and mtauum prgttltiar, it,,, Wbdtali.tit Oi_E fne .Tultuila,tIw knawd e,"e, shrunk In and I,P r to shah dvnom:aaily baWm^d ru 'Stem xi:WAnd 25%tempted I uhrkaYgtt hone Iwd to all bi arms gear tvI*pump SU Elmv[,aped M abraxm am1 humid It Ixtxr,hem s lewli am d Ivd Pn>•'gm t•v,e0 pun m 12 twtput loads,>iJd&W it. I,it A Wm Y etmnetmm hne �dl_yt'Rtr4�gr.Solid :me xim SIR mMrol lnttVal RFt note tam tnwml.A lh t4m,uxnpmcmn rker mt,ppP"llon 10 aond,,,"elmimmagname e, „ .4 •wlr,rna--to le,.1,"Web"µ mast cw"w,<MI M. 1hert"oA4.bYtdul»mp tl,pass t'M 4uimnrr;,ls.Integral aWpnsaty'uM&mmymcR,'pp,,,' Ar6sebaWr.MN<bed fm optimum gm taor spa onm P'otttUd uRaoue high hunddih•.ntrd,ti<R» Ace .x meatit,Ixnvelw prMrth.rot the im ,"pe Man am! \ahr,. ;nWke an'f ratauN exh a,I,xW kxh sake, ""Whorl s*,lem in I dwrtm t Nuat and ammpen m.xtanl noI s ',, _ Na Conn_ l W.m V — 0 Wire\ . . \ihraliun Ilampet 4iu o lylte. low Y_., m 2u0 ._.�I20,206 In 1 w_40 :26-J,•0 to 4W Low Y 140 to 20R IqM 140 to I'll.416 9d aggh Y Sb 0 4 ib,�-2 A i�O p {p!{•i6.. •i��,ahrr„OfaRr.rnnwlt(,,mn,m. F Ng IM 2 529 Rim a, 174.5 kt.)� 003 50 in I CMx.-I aea a'.m Mwe.oro+r.swae:.we.r.n,r+n wr,,.rw,r Cummins Cilium Gomp.na.In,. c alumbu•.Indf.n. 47202 �� Z. /� / C� fOY1PN{NT \[NTAI _//r/,./a}/a1(( car.cen{PAv1Na � ca opit �I GENERAL. CONTRACTORS •215 EMPIRE WAY 6OYTM rr SCATTLC. WAS"INDTON 98,1a Y 12061 722..900 June 12, 1985 City of Renton ` a 200 Mill Ave oouth kill f Renton, MA 9805$ Re: Money Creek Phase 11 Material Submitta Dear Bob, Please find enclosed the following submittals from our proposed material suppliers: n I H. D. Fowler 2 Charles R. Matte 3 Safety Factors 4 Cascade Culvert / 5 Associated Sand 6 Gravel 6 Olympic Foundry If you need adnitional in.tcrmation or have any questions, please do not hesita.e to call. Thank you, R L Al I Company , e<.#/f s0 'L Gary J Pankiewicz, Office manager JUL 1 6 1985 CONTRACTORS LICENSE NUMBER PLLAL-1 '162KP R•UFST FOR APPROVAL OF MATERIAL SOURCES Oaa 'roject N0. S 29t% — 'roJectNano: floNey CR6fk tEWfK f�a7tcr - �arF Q � oucrrn.p,or r.na., aou.crs a•suwt• l.0 1nra.� rr.rrnwe Mar a N nal .. S�IA.Rh/Lr' D.T �Pf il.e.sn D� -rant f CI.F i'.raby '-Y.�Frf Op P'^/tPi u I trf.4rOf /?PJ dal r inner rR I :antnpnor- A Suomltmd by: (,omPANV R L 4z iA r!O.+eM�jf (' !+we revlewea Ne A0uq rtenta and 1 1 CanaUf,1 )0o Ilof Comaar(attaan Camm .vw �, +roar. an au •Iwr 1 �Tqw�^ •n eYw fwurlln w'rnd.a�w rnr a err aaan..rnyw.«rr.arsm M nasrr.arwraa.rwrr. Sw.v^ovwa.mrww ro P.nw er Saurca nnwa o-ro.r.a nv.r Pr C» . .. _ n w.a war.� aq Cwwnreas.Mgnyr ^a+rs+..wnwa:wrw..w.o-r.v orw+r.r.wv..rr....w ra.nrrna ^ovww�U..wO:Manl �wra•mas 04errr.r»nrws'.I.+tin•I wawa �vrsaaw .wraw.waMC:w1.yCm.OrM a0 wW>a011 Twwr'P .Oww wNrti.] 1 . •n_��. � hV.et f^•rwr�.w.ar.l ta�A rwiOr OI in. Style 140 Dresser M & H Mud Valves Iron Body,Bronze Mounted,Non-Rising Stem or Rising Stem " \f At H %lud \'apes, are used principally in Filter Plants, Settling Basins, Drams, Blowoffs in Sump6 or Irrigation work. The% can be supplied with 2" square *• Rising Stem 1)"ignation Number is operating nur extension stems and h,mdwheels or with "1040" - Please use this number oil plain or indicating floor stands. ISee Form 476A) your purchase orders. When ordering with Eytenslon Stem.give distance from face of fla.We to hand%heel or end of extension stem, or to lop of floor %here flour stand is to he locatedji I, N. N i�K�JS.r �.. I� - Sry4 Ia0-G2 F"a ,iro E^c W no S%N 1M4a Oalrarlalarrs M Inelles aA 25 21% 32 M% 2114 22% 25 29% 36 11 % 1% Iw i`w - IN 2A 16 1'.x 11 1'S 'al%: 28-1'A 6., W a>ti 1" Is t ., .. 12 :2 J Jpev 4V t S _t+ 2 2 2 2 2 2 K Bono-FI ge In cc o1 Stem-Citeed 16% A is 22'A- 26% - Z4% WA W 3191 39A 52 K Bottom Fla ge _o of Stem-open 16% l24 25% 31 38% GS_ 51% 56A 5914 59% tW% •K and K'apply to nsng tten`mW va%aa Dory -NOTE F4rlaa Onllry lot Mud Valves s ANSI M F Sid On a Into]a' Iwo holes an,u"der yore and are not VW On 3e lour holes are ondre yp.a and are not Ysoo Oedult No bona undan"a horn dusnhty shdan I FORM 0416.6 Selairpipe polyethylene pipe • Straight Lengths TABLE 1 DIMENSIONS IN INCHES r►64aas o66as 6316:1 -_ a9» oe11aS BOIlalal 9MY IW Ball 4wR* rr AwWwoo 4rMg1 1Y� � MA IIY " " boo rw as �lR@ Ilnr b0ft 1114r1� MAI VAN* T110M NA OI�Mu TbWAM I0A1 NNW nom mini mmo rAftm PW 3 3.50 3.21 0,135 0.6 3.14 1 0.157 1 0.8 3.06 1 0.2M 0.9 3.02 0226 1.0 4 450 4 13 0 173 10 4.04 0 214 '3 3.94 0 265 1.5 388 OM 1.7 5 5.56 5.11 0.214 1.6 5.00 0.265 1.9 487 0.327 2.3 4.80 0 359 25 6 6.63 8 19 0204 '8 600 0255 2 2 5.95 0.315 2 7 560 0 390 3.3 572 0 427 36 7 7.13 6.06 0 219 2 1 6.54 0.274 26 6.40 0.339 32 6.24 TO 419 3.8 6.15 0 460 42 8 863 8 O6 6.265 3 1 7.92 0 332 3.8 7 73 0 411 4 6 7.55 0 501 5.6 7 45 0 SM 6 1 10 10.75 10 O5 0.331 4.7 1 9.87 0,413 5.9 9,67 0.512 7.2 9.41 0.632 8.7 929 1 0%4 9.5 12 1275 11 92 0.392 1 66 11 71 0 40 82 11 47 0.607 10.1 11.17 0 750 12.3 1 11.02 0 823 13 13 1 13.38 1250 0.412 1 73 1 12.29 0 514 9.0 12.03 0 637 11.1 11.72 0.787 13.5 11.56 0 863 14.7 14 1400 1309 0.431 8 0 1 128, 0.538 99 1259 0 667 1 12.1 12.25 0 824 14.8 1210 0 903 16.1 16 16.00 14.96 0492 104 1470 0615 129 1439 0.762 158 -4.02 u.341 193 13.82 1032 2101 16 18 00 16 80 0 554 13.5 1650 1 0.692 167 1515 0 857 20 5 t5 72 t OSP 250 15.50 1 '61 27.2 ) 20 2000. 16.67 0.615 16.7 18.34 0.769 20.6 17.94 0.952 25.3 17.45 1.176 30.8 1722 1 290 33.5 22 22 00 2054 C 677 202 20.17 0 846 250 19.74 1 1 048 30 6 1921 294 37.3 1894 1 419 40.6 24 24.00 22.40 0.738 24.0 22.01 0.923 29.7 21.54 1113 364 2096. 1412 44.3 2066. 154 48.3 28 28 00 26.14 0.062 32 6 2568 1 077 40.4 25 12 1.333 495 24.45 1 1 647 603 (24 11 1 1 8M ; 65 7) 32" 31.59 2950 0.972 41 4 2897 1.215 51 3 28.35 t%4 62.6 427.59 1.8% 76.5) (27 20 1 2.038 1 83.4) 36 36.00 3361 1.108 539 3302 1 1 385 66.7 32.31 1 714 81 7 (31 a 2 l88 99 7) 40m 39A7 3685 1.214 646 36.20 1.518 80.0 135.41 1.879 97.9) 42 4200. 3921 1 292 73 3 38.52 1 615 90 8 'f37 69 2000 111.2) 4ba 47.38 44.24 1458 930 43,46 1.822 115.2 (42521 2.266 141.11 No EXC .PTIO• TAKEN LIP 55• 5530 5163 1 701 12n 8 150 71 2.127 568 - 63'a 63.21 59.02 1945 165 4 (57 97 2 431 204.9) Ici•T T ,K .. (1) am mm ... . . (2) 1000 mm. (3) 1200 mm NI 1400 mm y, (5) 1600 mm " .._.... __..- ._...__.. (6) Oft,dwmetm and ORS avada5'le dn'egmt G) R4NreKl So"kaMn ASTM A 1481 A9atrj 4#l6a 4 DU PONT CANADA INC. "" ' General Specifications & Meteriai Standards � I PIPE AND FlV tliI accordance with the relattonsmos gene pipe should be pined by the of the ISO modified tormula method of tttermal bQtl u&On.as l 1 REFERENCE (see ASTM F 714-81 CGSB outlined m ASTM D2657 Heat BPECIFICATNNIB: 41-GP-25M) Joining Pd dehn Pipe and (a)ASTM F714-Pt pdyetmylerle iPE) ^0 Y plaaft pipe(SOR PR)base?on P 2S Fittings outsde diameter Butt fusion joining of pipe and (D°b8., tftings snarl be wormed in IN Ab 7 M D 1248.78 polyethylene where. S = Hydrostatic Daj accordance with the procedures plastics molding and extrusion Stress(psi) recommended by the manufac compa.mds Desgn Pressure Curer The temperatureo.'the IQ)CGS&41 GP 25M.pipe, Rating(pis) heater plate Should not exceed Polyethylene for the transport of D Pope Oursde 1700C z 50C(340°F x 1009 I quids Diameter(niches) and the joining pressure should A)CSA B 13 7 1 polyethylene pipe for t MinmumWept ^otexceed23 pounds Per square _ +are,Sere ices. Thickness inches) 'mh of projected end area. D:t. D,menson Ratio excluding an allowanil 2. MATERIAL. Iadion. .. I ,;t•a ce made from Ib)The dell pressure rating P shall (b)The polyethylene pipe may be polyee ytene uasm Compound be denved using the'SO-modified adapted to f.trings or other formula above.and small belts systems b m quay as Typo III in AST ry 5. normal works y means Of at t assembly Class 8-G aye Patin ASTM n9 pressure at consisting u a used t he lene 01248-78 h smater�al shad pounds per square rich at stun-end.butt fusetl tome pipe.a have a Long Term Hydrosfal c temperatures up to 73-F back-up flange of ddct le iron. S1(em;m of 1450 last or 1600 psr (c)The Hydrostatic Design Stress made to Class 150 ANSI 816 5 when tested anganalysed by shelf be 725 psi for PE 3407 drrterlsional Standards w4h ASTM 02837! materials or B00 ps for PE 3408 excepepns.bolts of compabbl,. materials material and a gasket ofsulaot. ib)The raw material shall contain red rubber Of allbinlos-rubber Carbon tNack,well dispersed.with (dl The pipe 0mensons shall be as f- a minimum of 2% Additives r coin s.the cut to h t the drayrtwn [nail sl fature,n manufacturers cases.the bolts shall be tlrewn up which ice c be conclusively proven i,tereture evenly and m tine motto ha delrmenLN IO the pipe may a•so be used provided the 4. MARKING: (o)Polyethylene pipes of the same Pipe 0100uced meets the (a)The following shall be conLnu- outside diameter but d,fferent wall requ cements of this standard ously ndent ponied 0^Me pipe, M ckne5ses shall be joined by Ic)The or spaced at eMe(vats not exceed- means of a flange assembly as compound except that generated ed pipe snarl contain re ,ng 5 feet designated above g to the manufacturers own plant t) Name andipr trademark of the (a)The pipe supplier Shalt be from resr of me same speofica- pipe manufacturer consulted to obtain machinery Von trpm the same raw material tQ Nominal pipe ielf, and expertise for the pining by Rippler m) Dlmensban Rr to bua-fuston of polyethylene pipe id)Como ance wth the requirements 'v) The letters PE followed by the and fittings No pipe or prongs of this paragraph ,mall be certified Polyethylene-:made par AS;M shalt be joined by ful by any in wit,ng by the ppe supply^r 0 1248 follow ed by the contractor unless he is ade- upon regl+e>N Hydrostatic D tsgn bass in quately trained and qualified to the 100's of psi e 7 PE 3408, techniques involved (e)The call classttcakon shall be v) Mar ufectuong Standard PE 33443-C(10 MPa)for Reference e g ASTM F 714-81 6. GENERAL REGUIREM TS: PE 3407 materials or PE 345534C vt) A production,:ode from which (al The pipe manufacturer s: 1W PE 3400materials per ASTM the dale and place of manutall provide,upon request.an time D 33.501F 714 81 lure can be determined of quahry,control procedures 8. PWE DESIGN: S. JOINING METHOD$' perle mad on polyethylene (a)The Pt small be cm. natl m system components Pipe 9 Ial WherBver pp54b'�e the PdyelhY� l DU PONT CANADA INC, 20 SMP DRAWING REVIEW NO. ❑ NO EXCEmoNS TAKEN ANENJ AND EZ.SUBMIT RE JECTEG RE JZMR • b"+•a IR MJ 4S f1Ea.ala Id" Ply ry . Q/ca� Imo. _ 8 ab..d A/ 12°F4 Wye lz Mr KFL 441 +fyf lx" poly Fl, G4 �0 8 MT ./I F 8 M J Wye l�� Iz C/Ear, Cut Cledol out y c rec kk�.,{ IICJ THICKNESSES, DIMENSIONS, AND Ill OF TYTON JOINT AND MECHANICAL JOINT DUCTILE IRON PIPE CLASSIFIED BY SIZE FOR EACH THICKNESS CLASS Pipe manufactured in accordance with ANSI A21.51 1976 and Affii C151 76 antler method of Design outlined m ANSI A21 50 1976 .All pipe 18 toot normal laving length. TyEert Joint M.chaniwl Joint Thick. Ihkk Wt'of Wit of WL PW Avg.Wt. Wt.of Wt, PW Avg.Wt. sift not, n�ss �� 9"1 a" L(th.i Per Ft.T SIM Lgth.• PN Ft.t a M' In. P. Fl Clnf In. L. L6_ 16 Lb. Lb. LI1. Lb. � ak� 4 1 51 0 26 4 fo 11 3 11 215 11.9 16 220 12 2 4 52 029 ISO '26 11 240 13.2 16 245 13" r 4 53 0.32 480 13.8 it 260 144 16 265 14> j° 4 51 0.35 4.80 15.0 11 280 15.6 16 285 159 4 55 0.38 480 16 1 11 300 167 16 305 17 C 4 36 041 4 80 17 3 11 320 17 9 16 325 18 2 6 i 50 025 690 160 18 305 1 17 0 22 310 172 6 51 6 28 690 17 5 18 340 :88 22 340 190 6 52 0 31 6.90 196 18 370 yyy 10.E 22 375 20.8 6 53 1 034 1 690 21 2 18 405 22 a I 22 I 405-.� 22.6 6 54 i 037 ' 690 232 Id 405 242 22 440 222411 ; 6 55 I 040 690 1 250 18 470 26.0 22 470 26 2 6 56 ' 043 690 __26 7 18 500 27.7_ 22 505 7 9 6 50 C 27.._1 9.05 . 22 d 26 435 24.2 29- - 440 24,4-- a 6 51 030 i 905 252 26 480 1 26-6 ' 29 465 1 268 8 52 033 905 277 26 525 %9 1 29 530 1 293 9 53 0 36 9.05 3C I 2b 570 31 5 29 570 31 7 • 54 I 0 39 9.05 32 5 26 610 339 29 615 34 1 55 ' 0.42 9.05 34.6 26 650 I 36.2 29 655 I 36.4 56 0,45 905 372 26 695 38.6 29 700 398 50 029 11.I0 30.1 34 575 32.0 39 580 32 3 51 032 11.10 33.2 34 630 35 1 39 635 35 4 52 0 35 11.10 36 2 34 685 38 1 39 690 311 4 53 038 11.10 39.2 34 I 740 41.1 39 745 41 4 Sd 041 11 10 42.: 34 790 44.0 39 795 443 55 0.44 11 19 45 1 34 945 470 39 850 47.3 56 1 047 11.10 48.0 34 I 900 49.9 39 905 50.2 031 1320 384 43 735 40.8 49 740 41 l V 0.34 13.20 42 0 43 800 444 49 805 44.7 52 0.37 1320 456 43 865 48.0 49 870 483 53 0 40 13.20 492 43 930 5:.6 49 935 519 54 0.43 13.20 52.8 43 995 55.2 49 1000 55 5 55 0.46 13 20 5 3 43 1055 58.7 49 1060 590 56 149 1320 9 9 43 1 l20 623 49 1 l25 62 6 • e THICKNESSES, DIMENSIONS, AnD WEIGHTS OF TYTON JOINT AND MECHANICAL JOINT DUCTILE IRCN PIPE CLASSIFIED BY SIZE FOR EACH THICKNESS CLASS kL sok!g beg pal rt� ► I 1 E[1 0 36 15.30 1 475 6 I 920 ` 510 76 930 1 517 559 14 ,2 039 1530 i 55.9 63 1070 5521530 51 7 63 995 +) 594 76 108p5 60.1 i 14 53 042 15.30 603 63 1145 I 636 761160 643 14 54 I 045 15.30 642 6 1 1220 I!1 67.7 76 1230 j 68.4 14 55 046 15.30 68.4 63 1295 719 76 1305 72.6 14 56 0.51 15.30 725 63 _ 1370 760 76 1380 767 16 50 034 1740 558 76 1080 60.0 93 1095 610 16 51 037 17 40 606 76 1165 64 8 93 1185 65.8 16 52 040 17,40 654 76 1255 696 93 1270 706 16 53 043 17 40 70.1 76 134C 74 3 93 1355 75.3 16 54 046 17 40 74 9 76 1425 79 1 93 1440 BG 1 16 35 049 1740 79.7 76 1510 83.9 93 1530 849 16 56 0.52 17 40 644 76 1595 586 93 1610 89 6 18 50 0.36 1950. 64.4 87 1245 u9 2 111 1270 70.6 18 51 038 1950 69.8 87 1345 746 111 1365 76.0 18 Si 041 19.50 75.2 87 1440 800 111 1465 P14 18 53 0 44 1950. 90.6 87 1540 85 4 111 1560 868 18 54 0 47 1950 860 87 1635 90.8 111 1660 922 18 55 0.50 1950. 91.3 87 1730 961 111 1755 97.5 18 56 053 195, 967 87 1830 101 5 111 1850 1029 20 0.36 21 6: 735 97 1420 78.9 131 1455 808 20 51 039 21 60 795 97 1530 94.9 131 1560 868 20 52 0.42 21 60 85.5 97 1635 9C 9 131 1670 92.8 20 53 045 21 60 91 t 97 1745 t %9 131 1780 98.8 20 54 048 2160 97.5 97 1850 1029 1 131 1985 104.8 20 55 051 21 6C 103.4 97 1960 108.8 131 1990 110,7 20 5� 054 _ 121 60 1093 97 2065 114.7_ 131 _2100 1 1166_ 24 50 i 0.38 2580 929 12� I790 99.6 ��-.131 t845 ; 102.6 24 °1 I 0.41 2560 1001 126 1920 106.8 1174 1975 1098 24 52 0d4 2580 ]079 120 2050 114.0 174 2105 ( 1170 24 53 047 2580 I114.- 120 2180 121.1 174 2235 !'4.1 24 �4 0.50 25.80 - 111.6 12C 2310 126.3 174 2365 1 131.3 24 55 053 ! 25.W 128.8 120 2440 1355 f 174 2490 ' 138.5 bkfA 56 0.56 1 25.W 135.9 120 2%5 142.6 174 2620 1456 -...a,-�ce ;alcdalea as g t a pp rcun olt la naaeasl to . +r'u4nQ tt amye oegM pr bol uw on"kumxt E"gnt 01 Fro!Mcr!rouuamg H.T D. FOWLER COMPANY, INC. -3460 5 E 32�,n STREET DUU71E IRON PIPE FABR'CATICN POST OFFICE aOx .eo aELLCVUE. WASH 98000 �' �QL �A mlm PHOrE (206) 74e-9400 DUCi'IIE IRON PIPE to be used for flanged piping or grooved for grooved type connectors, shall be new pipe, miniR wall thickness CL 53 per A.W.W.A.-C 151-75 or A.N.S.I.A21.51.-1975 centrifugally cast in metal molds thin cemnt lined Mess othevise specified. As a standard practice, ductile i-m pipe will be t nished with cast iron flanges. Unless otherwise specifically directed by the purchaser, flanges for ductile iron pipe shall be cyst '-M. Flanges stall conform to the re- spective chemical and physical properties specified fnr gray-irm and ductile iron fittings in A.N.S.I.A21.10 or A.W.W-4. C110. And sell be faced and drilled in accordance with CL125 A.N.S.I. N.16.1-1948 or CL250 A.N.S.I. 816.6- 1944. Please note, however, that ductile iron flames are available on an additional charge basis. WALL RINGS (SEEP RINGS) welded on flanged ductile iron piping shal,. be 1 piece mild steel rings ,nth a mini".un thuc)�es of 4" and a Tdnimm flange of 2". A full seal fillEt weld on one side is standard. 'MICATICN PROCEDURE. All flanged piping stall be in strict compliance with • A.S.I. A21.15-1975 (A.W.W.A. C115-75). All grooved piping shall be in strict compliance with Vic-taulic comany of Aerica specifications. Du.�-tile iron piping stall be cut to approximate length and grooved both ends (For grooved connectors) or threaded with any American standard iron pipe taper thread as per specification A.N.S.I. B2.1. Flanges shall be screwed on tight with the pipe ends protrudinq beyond the face of the flange. Bolt holes shall be aligned by mechanical neon!; to assure perfect alignment of the two flanges. Flanges shall he machine faced after installation to assure that the pipe end is flush to face of flange and that flange faces are absolutely parallel. On vlange X Spigot end piping, spigM ere shall the machine cut so that end is cut square and end face of pipe is sauoth and flat. Flange faces stall be painted to prevent corrosion with a thin primar coat. PUMPS SEWERAGE WATERWC"" TURF IRR-e AT,11 ti HONEY CREEK SEWER S-296 2+ Approval of Material Sources & Related Corresp. NAPPCO/�MyAI3OTTEAL% • CLASS .350 NAPPQV 3 ' 2'' COMPACT OUCTILE IRON MECHANICAL JOINT FITTINGS MECHANICAL JOINT DIMENSIONS f -2.60_ oo� + 1 o N.C. a E W IT IL6NI BOLTS GLAND BO'TS SIZE A 1A C G E i T1 NO. SIZE LGTH. GASKET --3 3.% 6.19 WE 1.N 1.63 63 56 E " 3 t E "SO 750 1R 9.12 0." 15 AD E yE M 6 6 6.% 9.50 7/1 11.13 IT% 99 .63 6 No 3M 13 6 9% 11 75 7/1 13.37 13.31 1.00 .% 6 WE 34 16 10 11.10 14.00 7/1 1S.0 1S.13 Too '70 1 vE Sr, 32 11 1110 16.25 74 11.M 13.11 1 DO .73 1 1'E 3M Z1 smep NO. _ 1 ALL DIMENSIONS IN INCHES, N'.O•,EXCE7TIONS TAKEN WEIGHTS SHOWN ARE APPROXIMATE SHIPPING WEIGHTY IN LISS. U MAKE CORAEDtIONS NGTJD ME THE L] AMEND AND 9S• UBMrT PRESSURE SU PRRf RATING P$I a 0.e0689 • MPA [Jl AEJELTEO RESil6MR DIMENSIONS INCHES a MA " MM ln.ax'a [ ny♦,r.uq rt["'rt1`.N`w t[tp"'u-on ro FM[I aM•nryn:enax.r 1.lyw Ma ENY,MWn WEIGHT 1.9. x 0.E536 - Kt "MH^e cHRrM;rn m.npx.p`.e.b•EMngbxO [w s M1rgp anE urxyly or'N uM r:n iw:EMnNHn KR NRF .NMI ro Ip NMrtaN Y_\•yluR[I[pxnrugry WHEN DADE RING M J.FITTINGS.USE IHE SF R IES NUMBt R. . a Ix.c[.m.nr.." F EXAMPLE 13004KE030 DT.�,�,�� J�• ATE_. OMMA 4111 1 E W6k iry1EE3191D MA E\ .XorA'-x6 N,rI yen.. vn, a .r. \,1rc• AR Iinvp[IurnuorrM anonl"nod old r[r[ rod 11 Mxo..Rw wlRr AWWAANSI C1WA31.4 rrn1EW OIYw�MMMWI 1 NAPPCO SERIES 1200 COMPACT DUCTILE IRON MECHANIC.\L JOINT PIPE FITTINGS IN ACCORDANCE WITH AWWA C153/A721.53-54 (LATEST PROPOQAL) MATERIAL Ductile Iron ASTM A536 mimmum grade 70 50- 5 m accordance with AWWA C110 (ANSI A21.10) PRESSURE Class 350 in accordance with AWWA C110(ANSI A21.10) 350 psi water working pressure. TESTING In accordance with AWWA C110(ANSI A21.10) three times wwp 1 (350 pail body capable of withstanding hydrostatic test of 1050 psi. FLOW I.D.equal to I.D.of Clan 50151 Ductile Iron pipe CHARACTERISTICS thus allowing the Full Flow feature. LAVING Short body design straight section of body deleted to provide LENGTH a more compact and less heavy filling without raducmg strength or flow characteristics. CEMENT LINING In accordance with AWWA C104 (ANSI A21.4) GASKETS SBR in accordance with AWWA C111 (ANSI k21.11) T BOLTS Malleable Iron or Cor Ten in accordance with,%WWA C111 (ANSI A21.11) APPROVALS Factory�Mutualroved and Underwriter Listed, NOTE. The design and dimensions of product and/or component pans are subject to change without nonce. • Tyler pipe o .1 O MECHANICAL JOINT DIMENSIONS SAMPLE SPECIFICATION - p�. C N 2 2 THRU 36 MECHANICAL JOINt FlT1INdS shall be grey iron class re Dppl4ahla, god 6h4 pYp4e i $Joel ac,wdonce with AWWA Spccdicot ons C11077 C11172 andd1lyhe4de(el 40ihcotioll. Wri-0- <3:PA conform' letails ano d,men.,ons puueslwl Htervin yr• JOINT DIMENSIONS, ACCESSORIES, WEIGHTS A I G DIMENSIONS IN INCHES 1 Yv • 4 [ D I__.- • 2 1 R .' l Y M O e 6 f 2 2 50 2 50 3 39 3 50 2 61 A, 4.75 625 6.25 75 .62 .50 .31 .63 .0 0@ 3 3.94 2.50 4.04 4.94 4.06 20' 6.19 7.69 7.69 .94 .42 .73 .31 .63 .0 .12 4 4-90 2 50 592 602 4 9; 28' 7 50 9 12 9 12 1.00 75 75 31 75 65 12 6 6.10 2.50 0.02 4.12 7.00 28' 111 11.12 11.12 1.06 .M .76 .31 ,75 .Y4 .12 _8 9.05 2 50 1017 1027 9 15 28' , 11 75 17 37 13 3' 1 12 1.00 .75 .31 75 .75 12 10 11,10 2.SO 12.22 12.34 11,20 28' 14.00 16,49 IS.62 1.19 1.00 .75 .31 .75 .80 .12 12 13 20 2.50 14 32 14 44 13.30 20' 1675 17 94 11 86 1 25 1 00 75 31 .75 85 12 14 15.30 3.5c 16.40 16.S4 15.44 20' •� 14.76 20,31 20.25 1.31 1.25 .75 .31 .75 .M .12 16 1740 3,50 18 50 1864 17.54 28' 21.00 2256 22,50 1 38 1,31 75 31 ,7S .97 12 U 19.10 3.60 70.60 20.74 R.M „` 's 23.35 24,43 24-76 1.44 1.36 .75 .31 .76 1.88 .12 20 71 60 3.50 21 70 22 84 21 74 78' 25 50 27 08 27 00 1 50 1," 75 31 75 1 12 12 24 25.80 3.50 26.90 27,04 2S.94 28' '. 30.00 31.511 31.50 1.42 1.36 .75 .31 .76 1.22 .12 30 32 00 4 00 33 29 33 46 32 17 20- 1 , 36 Be 39 12 39 12 1 81 200 75 38 1 00 1.50 12 ( 36 38 30 4.00 39.59 39.76 38.47 20' 1 , 43,75 46 00 46 00 2.00 2.00 75 .38 1 00 1.40 17 •wt N G4ed--see Fel„ 6ehs ewd 9n.N 5'.. No Sit. Is* Geslo, lb O.D. _2 2 3 3.5......_ 2 50 L 2 4 it 3 1 31% WTee94e'al Aha7 4 4 3 , 10 4,80 MAr K TAYCWD �I O' i 6 4 16 4.90 _-__.._ _-T • 6 4 25 905 --- x IB 8 4 30 11,10 _J 12 8 ' 4 40 13 20 $ 14 10 s 4'• 45 18.30 16 12 4 : 55 17 40 T w 1: 41, 6s wSo : Y P 70 14 4 es 27 60 N 24 16 '• S t05 2S.40 B 30 20 1 6 220 32 00 36 24 1 6 286 34.30 � Ke J C F A D K� 1 i CEMENT 1IN114G �� s Cen'"' manor lining prepored m suic, occordance with A21.4, The N thorough n'.twe at e.Wt prup01n0ns of poltlu,-d .worn, sand and wain. The :emcnt applied by sltlffr3 rraftsmcn o-! ^. red sot 24 lhotus Wale tar cooking All castings ore CMred in a special area ro sure even drying and denufy ANN A21 IS IA"A C1147• AAe 11}I.11(AenMA Cl/I.f2)ed ped 2eec.eI 4J t.. T,4•f9e W d.r,rf D..ow•r(, b•7C1t•1T4e Jere$rind•;7u'4e1 291•1pe.•!L IO vlowipbe -- - Subsidiary of i Tyler Corporation FLANGED FITTINGS SAMPLE SFECIFICATION I CAST MON FLANGED FITTINGS shall be mode m stnct occordonce W with ANSI AWA C110 and ANSI { Spe h,,Qhons$16 1 (1750 1. T^e7 shall conform to all derails and d,"nslons pubhsMd titrem gsavlriw FN.rd pe,a lire see s4Ms MA mesh 6ws1ese N.n6w ask atr. OA. sae /6lioewI 6le.ebr eT gab etM F.NL* p I 1 6 675 .62 7S 6 %.2'�. p 3 7.5 6 75 75 a 2, 6 9 ?S .96 75 6 `. .3 6 11 9 S 1.00 .875 B '. +3'. 6 13.5 11 75 1.12 ns B . . 3 0 0. __,44 10 16 1e 25 1.19 1.00 12 ,. .e 12 19 17 1.25 1.00 12 _ _. 4. 16 21 22.75 1. 1.255 12 I .. , 16 23.5 21.25 1.e6 1.175 16 1 ..'_ T 16 2s ».n is6 Ln 16 r,.s 20 27.5 23 1.69 1 25 20 1',. S 2e 32 29 S I'm ._..1 375 20 1 . . 5 30 36.75 36 2.12 375 28 1 . . 6 36 46 Q 75 7 38 1625 32 - r 7 Net*: 0rdbng templates are n multiples of I., so the, ldtings moy be !ENDS mode to two on7 v,all*, Bolt holes aboil straddle the co Ml Ime 1q bend'" 1 1 9"nd(e3 1 1 166end(27'4°) 1/326erM(11'. i s•700 5.705 5.709 5.711 -- - 11w 04wewr.w. wt Mw pwwnew. IMt 71.e p wwr N1. LM Ooewsa.. w. ._ _a A -e A _.. ..- _._.._. e � f 2 3 e.5 1e 2 2.M 2.5 12 2 5.03 25 11 2 10.15 2 5 I 2 6 5.6 26 3 S." 3 31 3 7.56 3 26 3 16.25 3 20 A 6.S 63 65 a 6.111 a e0 IOA6 6 60 a 20.31 6 e0 6 6 6 N 6 7.2f 6 A 6 16.06 It M 6 26.6 6 66 6 I 9 as 6 6." 5.S 90 6 "All 3.5 90 6 3510 S.5 90 16 9 11 IY 16 16.411 6.6 130 19 22.62 6.6 136 16 69.0 6.6 136 12 If 12 336 12 13.35 7.5 19S 12 27.67 7,S 205 12 35.61 7.5 305 16 11.6 16 So 16 12.96 7.2 265 16 26.12 7.6 2" 16 50.73 7.9 __2SS 16 12.3 Is As 16 13.23 6 31S 16 27.62 2 32S 16 ss.61 6 325 16 16 q.6 m 16 16.6 6.6 276 16 36.19 6.2 30 16 60.96 8.5 3" 20 Is.$ 16 66S 20 16.86 9.s NS 20 55.19 9.5 505 20 71.06 95 505 26 16.6 22 1616 M 16.12 11 726 26 S7.N 11 m 54 76.12 11 7" IT 21 S 25 1755 >n :'73 Is 1335 70 $7.61 IS q65 30 116.75 IS 1395 26 26.6 39 26" 26 26 16 21" 36 72.0 16 UN 36 167.29 18 2276 A IA"A M WA71.W. AN.ACIII'YI.11 ?'I.pee 17Aw en' h obtik e PO,1:1067 a TOW Tow MW1 a 17141 W-Ul l.Tel.735410 3981 OmONAC WCC, 0 ROMAAIYLE "MJRG' u ;Xu�,�, S01111,011, ""Is. MECHANICAL JOINT T« 32,@M 140"2eas4, RETAINER GLAND MATERIAL SPECIFICATIONS: C8861W Ductile(rloQiler)iron,me"or eace" 0uctaa Iron ASTM A S38.71 Blaca snap coat Pouretl In Set Serb N X 2Z 4140 sleet alk,, Screa5 are Designed U S A MP'a,;roue TRUE TORQUE` "edJ 12 oc,nn a'i<1 4,11 Shear LM at apD-o,—,pnty d0 it bs .y tUi 4lIF U"ROWW Glenda are used dt mechanical cent PC*. v NM.Mttrtge and the hydrants in,,%"rouW water 'ranSmrgsgnS and fire sprtraiief �nes Retaeror glands 10MCe COSItV concrete trust DIMS.CC Jdabie steel tie rods and cempe [ sa� 1: NOMINAL NO.AND APPROX, WORKING MAXIMUM PIPE CATALOG SIZE OF WEIGHT PRESSURE uOINT SIZE NL)MBLN SET SCREWS EACH PSI* DEFLECTION a 4MJRG 4 -11 . 2 65lbs. 6 6M.IRG 6 .2 121ba_ 300 _ 6' l 8 9MJRG 9 • .2 17 Ind. ++i 250 Sr 10 IOMJRG 12 - ., 2 251�_ 250 S.— t2' i 12MJRG 16— .2_.,_-_ 30lbs l 200 _ — 2__._ RMoma.ermw lemue on W straws on w we glands a 80.85 a Ms 'BUM cn rest pressure or ar%Nit i Fines raw p Sure tlndarwr.IMa Labwnalu Im Lsti aysoable in ell sites PinS bria"'g IIL Spnbpl av estM Dv Latgratorw ter INSTALLATION INSTRUCTIONS FOR MECHANICAL JOINT RETAINER GLANDS t Pan'.Iand 0 pipe Stretch gasket goer pipe 2 Inwo Dipe in mechanical joint titling and halt gland to fining 3 Tighten gland nuts to 90-S5 If,lb, a Thread retainer pins m until they touch the surface of the pipe 5 Tighten pins in a uniform cnse-crow pattern.ReCOmmended torque is 8685 It IEs lot until heads break oM above the notch). 67 aolrAo STYLE "501" STRAIGHT AND to""th Ass Solow, WA 9e134 TRANSITION COUPLINGS PO 90,3212 Seen*.vat 9811a 1206192.6491 Twi 128'95 1 e0,42693,, FOR SEWER MATERIAL SPECIFICATIONS CENTER AING&Ductile inodulan von.Militating or eacssding ASTM AS3671 YMlpw shop coat _ END RINDt Ductle(noduur)von insist,p nd Or asaading ASTM A 536-Ty COtor ocdW REn for O D and STD STL BLACK e YELLOW for cast iron and A C GASKET*Vvym SBR rompounded lot water a m ,wince Masts or eaceeda ASTM 02000 3 BATTS US SO srrd fill High strength, low alloy Shoo tw'km ad bolls Nat"� 4 ;:"arse IL mread with heavy ha,nuts.the block finish and ,iee� yen!ou�ws AWWA C411$l speCihCAtons Threads protected n. . ,_. ,W,"n each bolt and ONE END By RANGE e D OTM•:q EN M9EET 9MNOE i GASKET RANGE COLOR Iy./.9�1.M_e�" APPAOXIMAT1 X COLOR 2nd He" i APPROXIMATE CODE '•iAftEs us( 1 1 CODE USE 4 NOMINAL PIPE SIZE _. RED I 4D8.1431 Cl Sol PVC So*; , RED 406-1431 CSud,PVC Sewer BLACK 414-1510 0,C-CL Ism 2400330p X RLACK 474-� 5.10 A'C-C:15W..2400,3300 BLACK 5.If-1530 Cry , ' BLACK 511 t5.30 Clair 6" NOMINAL PIPE SIZE .�- RED B.OS-8.70 CI$oil PVC Ser,<• 1 l RED D�c605-a 9JO CI So�I,PVC Sewer BLACK 8.86 7.20 A C-CL 15002"3300 1 X1 BLACK i 886-� 7.20 NF,CL 1500,24d0,3y0p � vEIIOW 715 745 Cm 1 YELLOW 715 745 I Clay 8" NOMINAL PIPE 312E - RED 8.30-+8.l. hSoli PVC Sewer 1 ( RED 830-18.% C1 Sort PV.,e tar. SLACK B39-1940 A C-CL 15W 2400:300 X 1 BLACK 8.99 i9.40 NCLL t5W,N00.33pp YELLOW 931 9.70 Cay , ' YELLO'Y 931i9.70 C1av 10" NOMINAL PIPE SIZE _ RED }U 10 I10 SSA PVC So., (,I$o' RED 10.20:IO 5EA PVC Sewer.Cl So, BLACK ID s9 !YI.409 AC a 1500.2A00.Sf110 BLACK 1089 11,408 AC-Cl. 1500.2400.3300 - YEL,OW I1 56-111.7EE Gay /t` YELLOW 11 EE-111 Tm Clay YELLOW 11 RO-'12129 l:air , YELLOW l 11.90-112.12E Clay I 12" NOMINAL PIPE SIZE wool RED 1195 112 25A -- PVC SO"41 T RED 11 95-I12 25A PVC—SDR 41 RED 12 50-112.96A PVC SOR 35 / RED 1260-'12.9EA PVC SOR 35 BLACK 1315-:13.568 AC-CL.'.300.?AM 3300 l �[ BLACK 1315-113.Eq G 0D ACL 1SW..240033 YELLOW 138SA14.106 Coy ^ YELLOW I 13.9E✓14.I08 City VCLIOW N20-114.4DB Oar YELLOW 14.20-1 ft40t Clay Orna•gagN„groat np ao.pr ny,N.i.. ,d. _—_ ...swri...«•s.N...,xr. O ORDER.Orrwn"«0 p.er opw ro a c °-"^"""r•'°"•T:plb 9„Rt NOpr .'w 4 M wa YNi 6aM•i lintel rarya ra"M u'W 1•ar aaoM INN. 1..i,n IOP•.^F er,ach 9.raM • • • i .no<,M mwv sowmn,�nra K,Woa numarrwNn,m SO, on,,ntl.orhw etll •-. . tKAWLIE Totop ,.4 WCtM A"Day,sooty m•mM,i Y11 dT i5lOi Part,and proms not rbow,6 Sornou S WS"P O.A. • a1 CULVERTINSTALLA IOR 1 ADS culven PlIas Is recOn""l lde0 for rillild4na'al driveway crossings — rts eld t0 repeated heavy truck traffic,c. IM roeommeneeo Complictuonelewl�l f60ee This COrn�OnIMN typically can be atchialmd NhOnsaro not y hand lamping the Dackf ll res en&I around the pipe The mimmum heights of Cover for these installations am as a,ed,the ahka to the nght Minimum Dimensions ',. Trench i tstallatlon Open Ditch Installation Trench par Open Ditch Installations Nnminal Mlmmum Mlminum MM.Thitch 4 nnn v Dumabr TlMean�as Cover _ 1 cowax no k" r 1 D _ > ti 11 s- 12 14 11 16' r, tS IWd 6.. 11 �.. IF fWuraJ a 12 u. Product ipocifications and Installation Procedures for Corruoabd Polyethylene Tubing and Pittinys. TOfaoblad thepes,gn t,, mata'IabOn of oramage systems using corru, red po,etnylene tubing aM fillings,a list of the ap• Shown below sPeGbcabons and recommendeo mstallatron oroceoumi has beende.elopad fOrvanousend-unapplrcahork, 9hOWn DeIOW AMLICATIONSPRODUCT M RECOM MMO SMCIR_CATION INSTALLATION PRACTICE AGRICULTURAL DRAINAGE ASTM F 406 ASTM F 4g9 ASTM F 667 ASTM F 449 SCS Code 606 ASTM F 449 t ReCbmabgn MOP DRAWING P Bureau - `-- -- _-'" -- -- _- -_-- al a --_-_ __ (wae applicable)RESIOEN7Ul ACOMMER ULIm. CONSTRUCTION Founoallon Droms NO IXCEPt10N5 TAKEN . .._� �s ASTM F Ja9 r ealerlor A mlenal t-1 MAKE CORRECTIONS Nl WAD F ASTM G 449 Downspout RunoR U AMEND AND RE SUShifGSTM F a05 ASTM F 499 -!IT ASTM F 667 ASTM F 449 Basement Wintlow^"•" , WWII - .�".ASR % ASTM F 449 ASTM F 449 ' Driveways a _ A5,7x.{ dH . i Soewalks .. > '8 ASTM F 449 ASTM f$ > "--�.cTM F 4J9 Septic Tank Lean{ Fields Y_ `^"^pF`G� -�5?M F a--per i �I AS IM F 161 or Local 'A7E Department SB2 Leach Fields Hdallh Dpa LOea Healm De t ...ASTIGfT'EET' / P Or __ _ 'gf<6J =al.itr, a .x •C' ifeI.LIU t __ M Reco++"relatlon HIGHWAY BERM 6 --„` '�'--'-'---' - UNOERDRAIMS ""'O -' ''+ +oa,,P$NTOka2W Ste Hwy Dept -----�— alafllF w>,MIAGiLn r1v n� GOLF COURSES 8 ATHLETIC FIELDS ASTM F 405 yr A 14420, ASTM F 667 ,• ro. Recommendatron I •OtMr ApphcaDN Product Lyfirps _.� —_,_...... ___._-__ 1 BOCA M6 94.Budding Officials and Code AOmmietratora Intl IAMPO•tSa9. Intemallonal Astoaanpn of PlumWng and Mechamc Ofhc,als � SBCC+7440, Southern Bml0m9 Code Congress Inlernahongi � —__ � \ �� ln � ■ i @ ! Ili :#:�■ �, § , ( � I - - ° 7 !| % ! b| ! , ; . I » ! ■ , ® .9t 4 . . ® . ■ � t Ir f ( � I T11 l I -- rr•. SHOP OHAWING RLMEW ti0, , 40 EXCE"MNS TAKEN F1 'HAKE 00RRECnONS NOTE'0 t L; kWN0 AND RI Suawy y.:•�• o • r n. • ..n w.v .. n.vw W4MWMMM'. . �rJ/JAY • .n -M... . .• v v v r,. 1G1i41 FOCI TITE METER SEAL CO. Volvo Marker Post 4819 W Morainal Way, Seattle, Wash ' REQUEST FOR APPROVAL OF MATERIAL SOURCES Cate 'rout No. hoj2ct Wwe: f/e..y CREEK MFt lAe7�cr _ IFAW jr ell oaeAPftw oe+Anew so�ecta n.wsr.. WwKtor :wamltMa ov:L A�1 [iA �ornM,v1, _ new nvl.,.ea the Above Isms wd 1 1 eanae•1 1 oa aaseomur ertzn Comm, wIb.1\..rl. e«M •rMrr IrA\M 1 nr iFw�lrrr\M NM1C.N r«W M MI NF.•,r1NpMMt«r.we M,r1«1.r MN�M lfw�.'.1NreNr.J.t.M M.rV.�MrW e.+MM.+,h.MrNlr rr.M i.•w•rr.1ti>,n1 b•p.�w.\ya. Sr,r M«F�.10«M Is Cl,b�M SOr.O•NY\b rO•/M r,.w,U.V..,[.M �w,.w[p W W W,w1\N M C.wlnraQ.,rnW—0-4.Y«wr vrl�lr��;rM.1««.II•rw ylr«Mr•INr.«.W nr.,y Y«a .e/fr�eM.rC rM\ T,.ryyryr�..«\.r.wd'1,1 Yrr.wl W IAr Q<•r.O.M ._. ...._.. It , r• e.�.r w. � ...ra el\elr r r,rw\.Mwr rwerr.e� ANCHOR SLOT F / • OVERLAP ~ Bur uu cMnnr�rna�n Uu".�. YY\\ u a COVENM A SLOPE SLO�F� } " �r unray Sol Saw sown 61opa APy e, a �.� ". r�'• � `'' o, Chtenrol' HatW a'1�aM i"N OF t. , , and wit Sal Sil dp SOILjSAVER` DO NUT STRETCH Ax ou la Sal Saxar on Vane F�U'qP�F,YS�'tNJ CU7 4HD E�ci 1 i� Y. r _ muµ' ORIUGE OR QYLRf A$. i I /J�_ '•run mtlerunra iaoanY nn ern wrfaca w�inoul hnauv+ ANTS AND ND• E A! KAf s AO7M(p CRITICR! of nE'ES N ♦ ATE 10 r.;1 k r ALWAYS CHECK WITH STA"E OR CONTRACT R n -•• S1AITFOERl pU SPECIFICATIONS W CRE CAIIED�ITH OR Jim Wails Company :Yk:Q j4d1239•dSi7 JUNCTION OVERLAP TERMINAL FOLD SNORT SLOPES (Jnuun a I.rods) IWO Sod Sava down to II ana cQ'Ia 40.114 .10 PI SwI Sa -- Down cMnnal MC of mandaC rRit tM10n h.m�nanrq Twn Me u11MI can a mataWO pandN b tna ataWe MAKPP u12 CO Name of nM 6 Uae 5 atagrr acroaa tat It 11ON� TO USE SOIL J / V R Oaln inrbMetl.O+nhpano.Kt W l!'. crntera C0"m"'' 7 T SAVER `I Uu�rbpha on 1 Y canbra f � WHAT SOI! SAVER ITT' PROPER INSTALLATION OF SOIL SAVER JUTE MESH ON SLOPES AND WATERWAYS WILL ❑ HOLD SEED AND SOIL IN PLACE UNTIL VEGETATION TAKES OVER �. ' ` ❑ GIVE IMMEDIATE PROTECTION AGAINST WATER AND WIND EROSION ❑ PROVIDE INSUR- ANCE AGAINST COSTLY REPAIRS ❑ CUT COSTS OF BOTH LABOR AND MATERIALS ALWAYS CHECK WITH STATE OR CONTRACTING AGENCY SPECIFICATIONS. COMPLY WITH STATED REQUIREMENTS WHERE CALLED FOR. Bury uP I, mbeh LOT (1WV,m O —"'� A� �s ups 'r deep use Sqa�`p^��W�usr�ss.5moss{VwI,E,R�! apMs 1, c!n a wt raga) ovv.MD 00 NOT STRET(v.H Ibwn cbnnU ma of mftallea baste edge, nl mafeual at Sorl roR So slwuld ave•la, up ch. al $taWa t ,n a C.hw' ear must LAY IoosNY on and bf ral bernyy.m,4d.Over the auntwe `nibb.l tanaron ANCFIOR�NG E��` 1w lao should bu 1q' L'y trench 6 neap on u0 cMo Isbce Sal A cmt•'s. .UeaS WW eel ode of slnrctum. pyKr rai on almcW to trenoow n'1 / I, I T.,and;•CP tm.c RNI So l mmnp o stn D "en 1., ea on U•W"at encMt ead,st Utuc _4 s! J mats. turn—].n caller,. >t _ )isA. `lam A SY.. WATERWAY APPLICATION OF SOIL SAVER' FUR USE ALONG MEDIAN STRIPS, ROADSIDE. SHOULDER. BERM OR INTERCEPTOR DITCHES %. �. .o:l,�►•^-+ram _ -- ALWAYS TINECA WITH STATE OR s NOW TO STAPLE SOiL SAVER CONTRACTING AGENCY SPWFICA TIONS. COMPLY WITH STATED RE t Practical Lela slumes and ex —ea QUIREMENTS WHERE CALLED FOP ° have penance on the pb nhin egicienl wait to�n trill staples'OF.e, nbn'�St \ the Tha other walks ahead of him,Clniry •'I the supply of M&Plea and pushe hand t s them"to sod 3 to 4s eras to,as e�nsmtva nLntarvela giro t lnterw n THE FOUR PR P nchaut peon lh Pnv^bps end down Center of l�R KEYS E ARE anehorenasat r�!}ures,)-mb nea noWaand TO SUCCESSFUL PROP ERLDY apm e,t 01' 12;e„+ers AVOID OVERLAP be INSTALLATION Ieir 'w'; ' L,ye STRETCHING PROPERLY STAPLE s'ends G ae smoothly, Se certain mare ADEQUATELY + • oats faotpnMs.tncka. Itro con Saf SeYAI to Prevent Overlen $od $aver et IYat Huh Be sure Seal Saw, rs Is contact vrdh the sod d'on an S and IS`uo leas. 50 that Sod Sorer lay not r conlplot•Contact wlth be drsWacad by watvc wiry 1- r C` 011M or acc,dent use Welly of UePlesatthl,,ommendad I V intervals Y4E/ L. QSE It W RE STAPLESOAS DRIVE Si,apLES ILLUSTRATED WITH r%H MAItf A$ $HO,Yry REQUEST FOR APPROVAL OF MATERIAL SOURCES pan , G -/2-,F� �mject No. lrojeccNave: f�HEy CREEK SEwc4 �fc7r�r - �Ax IL MY '.r OtxllRIp 00"ArtA I.L l lOUaOaI OF IYALV v'. j 0I 1..M\d YwYIYY.YIr MYq�M Yr � -SA�CTf FA4 2�1 L e oK SHOD' Da A' ` Nlr. --I No Eyrr�rjc�, L' f.wa, utU1M a wiEyANSD\a. .'.\ 3'�Mt MM y�•.1M aO1i .\.-4E 'AiM 14Th. V a.� . n"WMNrih Ala .Maxtor by- � L. /7GrA (-om/A.vj/ R L At A �owrM y « a . .hM revlaYsO Ma+bbYa itlmt an0l ImMf.( lao norconcur Urra^ camm. �ViY d NOwY AY W .lwl.PqM IJ� iWM.fdwTw NKYMM br uY M In.IOT.�rgpw.rn.YN�ie Pa n\. .O w.ne.:w.PY .drbndr..n a w.iw.r+.sere a wn\er�n m.ewws arwnn a�a..nr.e o+.ev�,.or^v feo.. Ir\. Ve.e1\rAMO:M.n..yq..Iv w.n..nnrY M.ynd.. e.Y td...\'DCd�M..u. Viwew�r n ...p..Y,w�„o n^- n o•Mu1.D\yrw w m.nry pMt W dir rtl.n.D:Nen\I ` d.JiY.M1nID�\nYnprl�l\.qr1 Y\y Y'17p.enen .OMV.rw1Ye:Pnr.MN.t a.Yea ye..yy y.eD dw.n�, .lFr..NIyY: .wr..r'n .".I..a fr7w�rY..rwl aN.Ir rn�r.i r Y.rfYr w♦�n.M N� REQUEST FOR APPROVAL OF MATERIAL SOURCES 'roject, Name: 11a E/ CR6Ek feo:Wlr _ I'IIAM- M� OISC��mOa O�y�T(Mk 1MrrrCfJ O�fY.R• M �d arM� ral.�lr[r/rr�rW Y M M� CatvE,vr CRSC.eOf ruL.ve,cr A :OOttaCLO�' $u0m�rtta or: L . AL/A �ainOA^.y 'C L AL,A �oTM.vl' �� ,n.n rnwww m��ooN�nmt as 1 I concur,( 1 ao naceorcur gcercn can:m. wc,. a w. Ar Y Erna na.�i.r ,n rl..w ve.�nn r.'roaa•.a rw w on a..ea.�narsra.Wr a.ersa w nr.+.r..aMr�.Y caws..arrca.r.•ae a.w,rn..wow a ours»,ac wr..a mr.wn.r annrw o.r m.�a�awy�. Sa.iv.ovay..mw ra Prr�w n Swm�Yn r woo now an OMn br Csrwvreen rna w+.Y w M CeYrveva..r....w rn..�wwaa.raw.rar�rr ra.rawrrrn wa.nr.. tiorw ran..;awwr rw over.na a n.a..rnorw..,a i.wn^.arnc 4warr�+wc raver i.MUYay�Oivwirrr a,nawr�n rne�rr.na�T anvr,ww VIYr.wTtiY:P.r.Wn. apw Y�ayla YruO Vwna. � .M�.rraryr0: � •.�wY r �.vs.lnannn s.ruanr sM1rrY.arOY N n. On. r W wru q.n w REST FOR APPROVAL OF MATERIAL SOURCES Qw !o-I 1.5 ,reject No. ,reject Reme:_ /l—ey CIQEEK .1FwfK � 7tl.r _ �,ur jr •� � oucampw or"rUuL r +wlacu or Y(w.w IOOr tuM�Y YMbIYYYlI� aIW Y M l0\ ,YI ! it ��L fIPF /';Jo.AICT .rjl4a/ /nlA #.rT ,fir ,+Ice 4� / LnC� (?tINL Suaml RYa bv: "� G 'i 4 CoinPAnr y tF / -- ,hot waved Ma mava Inmc+nd 1 1 con�r,l 1 do nuiconcur hitch crmm. —I 01 .OMY ib N ,prA PrRp J 1 ,w Wa/PY CduMr YO'OYPM M uY W TO rCMO rr4PrMlR p•OnpY TY^.1YrYI rr^ C M9w olbOb..1cAM On,IOrq nMO010 T vne�r.n PO rWre`Y mrurm iI,WrIn IYe OY M.IdiO�p coW Su,na 10pOai.100NY Id CA�nY el$PrT PWl 00 vub hM PO OMIt.rW �Y.IIVfeOn dM 14 T.I OY VYrOwY nrPMe'Iu6wr 1 wl,lrylyry IyOnyn P.IorYMOon YY.,w bWe�Y�PwYO:IUYwI bdp M. n I r w.d Ir�Ory prrc wOPv`Y�eM..:.rblwl TrNYWAbT OMIIM(P wM10.'I,1�wpeIl MrY 10w1 YY6rYaen MM1A.,YPMO:pO�w aOrnl u00.W V e IIYOr II10Y OMn� rrsY�.rIW: 1 III.IO t^WYY AY Y110I YYnpY IdIIYr�M w. WIw � 01.YMF4C CONSTRUCTION CASTINGS DIVISION OF DLYMPIC FOUNDRY(1984)INC 5200 Airport Way South Seattle,Washington 98106 Telephone (206)764-6240 Telex. 32.0188 June 7, 1985 R. L. Ali& Company 9215 Eapire Way South Seattle, Washington 96118 Attn: Gary J. Pankiewicz Re: CITY OF RESTON - HONEY CREEK 11 PROJECT Dear Gary, This letter will certify that the materials for Bid Items 19 G 24 on the above project meets and/or exceeds all applicable APNA 1981 Addition Specifications end Shop Drawings 716, 2247-1 and 2 delivered on Junc h, 1985. Yours truly, OLYMP IC CONST CTION CASTINGS MOP DRAWING RE%AF`*• NO. `(N,.�^ L+ ;0 NO EXC::PTIONS TAKEN �,MAKF CORRECTIONS NOTED Sales Representative William Reese iJ AMEND AND hr SIaBMIT REJECTED RESUBMIT `"/ pw,.,N tegpv..rrw M wF•,M e+,:.M v. M K w,.n. '.faMpY fM„w,.•n HMn1,Fwn µi W�I...,wi`c M ro t<1td lZct! sltU,�IQ,�d ,. ., r .4 . I„!V, I. MANUFACTURERS OF MUNICIPAL CASTINGS WATERWORKS FITTINGS MARINE HARDWARE I• I DC=3 f�Q ° i o � cm I L£4E41NG A4 1 OE 51 REn I 22 •DIA. A. I � MO -�• 4 „SIC •I 2C3 D1A �.- IA o 4AEIGHT rPAFT NO FRAME 310 u3S 5911-1(0 9 l Pl A1q COVER US La5 1000 -18 MAIL - GA-r IR7N PER CAIALnc, Alp 591'5 AEI M A 4B CL. 40 PCGVIWSLY LU4S14 ST OD.T. STD PLAID a•3 AtiAOvy r OLYMPIC FOUNDRY COMPANY i MAIN OFFICE SAW AIRPORT WAY M,WR MYam". OFFICE•AOt CARLTOM AVG O . AMw WT7LL WAxM. ►NONE�A x•T1Ai M 18 x9 M.H. FRAME e COVCfZ YT{ 7 i6._ . � � ,.�. , . • � � . - 1Zezc � � ��' 1�+�� a-�'� �siG.d-G�tiPL�R �-�Q .,1-��c��' a.,�.� -� � �� `' FOR -11 N.C.R I4 S.S. SOC. HO. CAP SCREW (3 REQ'D.) 3 -1 ' HOLES TYP q� o po 2"RAISED LETTERS , A = eER= 0 4 CORE(TYPi 12 CORE�TYP) ON 2.3'B.C. NON-SKID PATTERN (T YP) 1"SEAT— 3" 25 2" SECTION A A 5943- WS -6L � TOLERANCES OLYMPIC FOUNDRY COMPANY GC •"evnr— niLt 24" LOCKING M.H. COVER ""T' • CAST IRON FZAME SHOWN 4-29-74 ON OW6 Z247-2 — — TM o48 CL SO 2247- 1 q TYP 7„ I l� TYP Q -DRILL t TAP: 6 -ll NC, 263 f ON 23 " BC.(TYP. 3PL) 25 �24 '� 1 � I Iq 23a" ---+- 3 „ 4 - SECTION A-A _ '�'5943- WS-L TOLERANCES OLYMPIC FOUNDRY COMPANY GC TITLE T-- 24" LOCKING M.H. FRAME w" CAST I RON mvO p- ;,6+OWN ON "E" 4-30-74 ASTM A-46 U- DWG 22-11'7-1 —}OL-yL��sff��♦ 'fir��s� • �/ 4,2t, r � NYYe r.Kt C H. D. FOWLER COMPANY April 15, 1985 13440 s E ao•. STREET POST OFTICK no. Go a Erl EawE. was. aeons Remained. Collier 4 Wade - I.iRingstone .HONE t2061 raa 0400 4010 Stoneway, North Seattle. Washington 98107 Attention: Mr. Fred Kern Reference: Honey Creek Dear Mr. Kern: This letter is sent in response to your March 25th, 1985 letter discussing pump approval. 1) flow Series 6260, Model 4312, Flexible coupled pump will he supplied. Five (5) copies of dimensional data are being sent to R.W. Scott, one (1) copy to Hammond, Collier 4 W.de - Livingstone. 2) Suction elbow is eliminated. J) Clow has no preference on the location of the vacuum priming system con- nections. Clow does include 1/2" NPT tapping for case vacuum connection. The H. D. Fowler Company recommends, for ease of plumbing, to put ,. 2" saddle on to the 4" G.I. "suction stinger" spool. The connection could be m::de above �- below the floor at R. W. Scott's preference. 4) The choice on "suction stinger" size is between 4" and o". Note first that the 6" pipe would have a friction loss of 2.02' per 100' and a velocity of 5.67 ft./s at 500 G.P.M., while 4" pipe has a loss of 16.4' per 100' and a velocity of 12.8 ft./s. For ease of plumbing, 4" is recommended. The head loss in 4" pipe is sti'l comfortably small and we do not believe the velocity will be too great. We hope this will answer your questions satisfactorily. Should rddltlonal questions arise, please call. Yours very truly, H. F. FOWLER Gt)MPANY, INC. rl Rowland J. Mar 1n Pump Division RJM:cc enclosure ruts "WANK" wartavroams Cc: R. W. Scott TtMm"MEGATON ChWwage arc+ Clow Yeomans urry Pump Vertical, Flexible Coupled, Non-clog Wastewater Pumps Series 6260 •Capacities to 20.000gpm ■For pumping sewage, sludge. corrosives, caustics and Industrial ' byproducts _ ■For hit stations. �( treatment plants for --� water and wastewater, industrial wastes antl food processing H.D. FOWLER COMPANY (206) 746-8400 ' BiLLcvue.ru a»nvu.wr vonnwo ue v.acowaF v� Ap 4 J S 7 I CLOW 9kries 6260 � Fpttup 1 Pump tearing journal with double row ball thrust bear ing, ball or totter radial bear O ing,40,000 hr thin 8 10 life. 2 Non clog 2 port or a port enclosed impeller passes full 2',' le 7'' solids. 3 Contoured handhole mspec tion cover in casings: a Contoured handhole mspec lion cover in etbow - --'� 5. Shaft keyway with key -�� - tapered shaft on 6315 and larger pumps. stainless steel washer and Iocknul 6 Hardened stainless iteel 7 Shaft sleeve 7 Micrometer axial shaft ad lustment 6 Repelling back pump Out vanes 9 Fabricated steel motor sup• port. also special supports available to meet Special heavy motors. 6 10. Jaw type flexible coupling pf no lubricant required. other 5 p 12 types optional. Optima: 6 11. Pipe plug tot back flushing. 12. Dcut:c mechanical seal to cf_ .y \ replace standard packed box V9 13. Butt type stainless steel or bronze case and impeller wearing rings. 14. Special melauurgy. as re quued 13 a I 11 J1 —J c.wrew eaecr.eee.r. Set ies 6260 Clow Yeomans Direct-Coupled Pumps Rafatad Benefits ■ Removable rotating element �— Is provided by back pull out design, piping need not be ! disturbed. • Interchangeability — twenty. three Pump sizes utilize only I sits bearing journals with eight shaft sizes. fewer parts need to be kept on hand. IN Flip over casings picvrde for clockwise or counter. clockwise rotation using cw ------ ---� or cc* impeller • Discharge nozzle may be Dose tioned in 45° increments. ■ Axial adjustment — easy r� wrench adjustment to main. tain clearance between im. pefler eye and suction plate. _ a Hardened stainless steel shaft sleeves are standard and protect the machined and polished machinery steel shaft. gy 8 Every impeller has back pump — Cft out vanes which reduce stuff ing box pressure, prevents clogging or ragging and reduces axial thrust bearing loads ■ All pumps 6915 and larger have a tapered shaft with matching tapered impeller - which assures horn a lighter fit anu easy impeller removal Clow Yeomans engineering team considers each application in dwidualiy so as to properly sup port the motor weight. analyze Clow Yeomans are known by Clow Yeomans 20` um history tea torsion. torque and har� J P Y monics for the load applied their high efficiency impellers gees back to 1929 when the first High efficiency means lower units were shipped. horsepower which Is an energy CIO* Yeomans first dry pit saver pumps were built in the year law CLOW Clow Yeomans Range Chart frte ee• rae lrr• nu '� y Gate rw • 14 w Yo. too W !m m rro m ww m woo !® aAuows Aaia1Mli[ a LOW eee aalmR t n tier ua eeM elmY. tack • _ TOM w .i.o _ -o...`. HIM w _ 1 ai iiii— _ �. M! .`Om IOC x% r0 woo M rw0 w Mae m lllsr no OaLLOMa eQ rrtalrra wxiawp LlawAt ti Double Mechanical Seals lower speeds of Available option which is %5.a95 and 435 rpm interchangeable from the available standard packing designed Consult !hQ 18CIOry Of pump your representative Mechanical Seal Lubrication: 1. Dead end box with 00 micron filter. Small pumps 2. Dead end box with oil lubrication. 3. Flush through water seal dl system using external flush. MM O PM"Dlelslon Wow Clorporabon 1999 Nonh Ruby Street Melrose Rpl,. Illinois 501W CLOW ° OZ° V Clow Yeomans pjp Oa" - SERIES 6260 VERTICAL FLEXIBLE COUPLED NON-CLOG PUMP MODEL 4207 (OUTLINE DWG. NO.92364-A) cD«pu.w. +t.y. w•t•a. I ffiTl p{GeWp{ . 1 OMt bP.Ma wt Yla ItOV ail.kf GON•lwG .pry+{O M I°r0 1��MD+M aV•M. I / 1+utlmf pa °.CTIDI. , L qua.gyp« w H t , -- r lYM4•T M+««.Np. C-1� � YfV I LLr.awo tir SKI p. -r ba Y1lnYId� c . I u•,M•O �r y{«T«..�war CLDW `low Yeomans tiredose°u. . i,00 SERIES 6260 VERTICAL. FLEXIBLE COUPLED NON—CLOG PUMP (OUTLINE DWG. NO.96533) a..Qg T!e owl slog..^ft'G. \\ INS Ll ILNIgI a ILo1T90 Ib W N0 TAM"1.f 101!N^N 1.T. A00\\Ll! +l°NT N.No La•T NA.0 owog TAa ONg.� X ros.I rot a roa.I ros.T Slot a w.I T. 'Us.a Pat a war 2 wol.. roa! / ros l ros.! ao/ A�-r-y— ��----- N01I 0.%CN.wow rM IJIITrQN N. IIURMNn\O.! 111 f lTr.NO.Wo O T.to Ioll"OlM A~LA{L{ Err ^.»aua l..-Du IRaI'stow v..cN leac.14" SUCTION W""STANDAOO ItsEk, L{ eL.N6\aaLOTT\D IaOLIaL i.— MAL a..DRAIN N^MIA. o Vg w NR AD C LI A R.NC\—H P +IOD I RaO TO ONN AWLS 1 A8 row L NOTOw cONOUIT a0• hall u.Ii C ila.ir .awe r.+w AS c r.e IYK I IN II 1111/I _ i f INK IN 11 N Iq In iYK blq N ryN V Iq II f rl o iuK ! Iq N 'As II In 1 NK le In N I ! N N !MK OIq N ILN TV vl N e! Mtt ylq 4 VN N I O iN C 1111NO NAMDNOLI\ ' { ) N.L{Ov A.M. \u I(1 1" I IM1IaR }11` ^` CP 3 VS I ♦ .� _. f.... 77 VD G NOT\ NOTOwOMtNl10N1.Rl IrANO ON V� \!r/CTIOM\LMM N\M.MA)1 IOR 110W1N(RANI. V X MAMONOLI OY ILAMI OV{RNAIN MNN.MINVM CLIAN "VT 1-1 Ka OwTNNMI wnr a.�TaNa w ae a ° a! NK l Y N a Id tq N q rJ N Nrl Vrn Na J.A L i 1 I I IN �N yfw In - M IN IL N rI N I.Iq N In N a bi Il N N U q N Ii N l! I N aN L rq I ♦ .q it n N r u u vn � - u pN ! IN N N nil I I•N N rn j � ! Ma Rarr Ra �� Clow Yeomans ow 1'n.,uonon S:IIIES 6260 VERTICAL FLEXIBLE COL-PLO, NON—CLOG PUMP .. (SECTION DWG.NO.IP477% • 2I 4S u t4�- 11 12 ]o rf —� 17 ti 23 if 124 -� ` 3 l - is !t "� �+ ;` _.�-1f ••'vow.✓:.uwmn 2027 62 J N_ 24� 63 110 37 2• is 22 ]S 41� At.TERNATE CONST. 34d�40 Of WEARING RINGS. 193 - F � • A& ASSOCIATED SAND & GRAVEL SSG COMPANY, INC. px m? N00 aLEMwo00 AVE• EVEMEr WAS+'WvoM mm I une t+, 1985 R. L. Alia 9215 Martin Luther King Wy S. Seattle, Washington 98118 Attention: Gary Re: Certification of PVC Pipe and Manholes to be supplied to - HONEY CREEP. SANITARY SEWER - CITY OF RENTON. GentlepR,: This is to certify that our PVC Pipe and Manholes to be supplied to subject job are made in accordance with and are equal to or exceed the following applicable specifications: 8" d 12" PVC PIPE - ASTM CL 3034 - SDR 35 48" Manholes - APWA Standard Plan 34 J�oal.e xr1re- '� Ale cef-Cf e d, Sincerely, .�� Clint Hall, Sales Manager Concrete Products GRUla a way{@X b':C :J7N.4•N 4 .010 51'.:. 4.4l +C6fH �aTTIE WAn.MMIIC" Oaun ® FVE9ETT I2061166-2•11 • SEAME,2061624O 1 CXIMTMLRM REOISTgAT10N•IITO'ASSOC9Ql1t60 EnASSOCIATED SAPID & GRAVEL • Evrnn,20ereSSQ++r COMPANY. INC. s.amraoe,eaeoao, ro eoewa+ eaoowww000••e r+e•er<w•s.eesw tr21=1w�araarm+ 59" a I—�r— _ c Top slab reinforcing as OIL per applicable specs. LI APWA Std. Specs. - 1981 TOP SLAB 96 bar around outside of opening 06 diagonals both sides of ooeninq 06 @ 6" o.c. both ways Ad mt. Manhole conforms with ASTM C-478, APWA Std. Specs. - 1981 Wn. State Hwy. Std. Plans R-ibber gasket joint conforms with ASTM C-443 u u c �•'• Circumferential wall reinf. _ _ _ _ _ Single circular cage `� see step detail 0.12 sq.in./l.f. o 0 0 0 +, _ti ^ ^�T^Q �- See ladder detail ._ Base reinforcing — ——_ M4 @ 6° o.c. both ways see joint detail e Pipe hole location and - size as per plans M o CC* 4 { , , , jj min. INF \` Maximum role size 36" O 8" min. between holes Hole size to equal pipe O.D. plus margole wall thickness 2„ c1 y, r. (3A PRECAST MANHOLE J'►pY�� P RUBBER GASKET JOINT REQUEST FOR APPROVAL OF MATERIAL SOURCE; Date t iZdS" Inject No. S .2% 'nJGCr Name: ANEY' C'4fEk f�Ef fkezcr _ 101ur IC w '�' ��nTW+OIYuyeI11K fouK00IlWYLr w• l�Yr f11.YMv Wr4rw4.+t Mw or M�wL � Ink G,tF,nEs r i:.,.r2s :onmctor. p $apml ME py: h L. AL,A Lomi'A.vf/ R L �L�A lo.�fM�'V �• ,n(v.�rneww m.apov.rnmr ma l 1 canar,( )oo nac concur gmcn comet•40.e.(nr 1Vlb YI WMY COI Y1 .1.11�TYOM III •n.00.Y.�GCWTn M'lberYO Ib uY W P.IOP•.i•MV.MMt DRnaC P111YnY.W glYaew,.4yol.On.MM.M14Ytl OY W/nb.�nP.pbgel 0lull.n.f.C.nnIhO OF P.IeI�Orrp<b' +rYe eOn9. ?dp�.�mw�rw Cn.•q.a.Sw.n+r..b w..a lrern P.Orx.e ror Ca�.l•weon w YYow�.M.MbAV rNMY:4M.YnVF ry DIYI.I�Mv..v W1iM. P...nn.�Kee.M�.yy JOS0.4 rwn�e:40n.1 d1nD nyry n I I rw. 1.rery D.n +owe..WPMa:4em. r•.I.owf.�a.own...n.e�n,rinsin.m..nl«ra�wlY�Y�wtiw Y [�t� +YI•w.rww.o=w 4an.r wa.o•a..alo.rrm w...n«. /II` L . Yw�""1. tiYll.feller rY 46w1 mMv 1YeJr.f iw O.r• M Y.yru TTnfu..r CASCADE CULVERT OM4bn., aiv a4soro4,ImoryontW P.O. BOX 217 ARLINGTON.WASHINGTON 98223-021 T TELEPHONE 206-435-2161 TELEX: 15 2461 FABRICATOR'S CERTIFICATE OF COMPLIANCE PROJECT. HONEYCREEK PHASE II PROJECT City of Renton, Washington CONTRACTOR: R.L. ALIA COMPANY CONTRACT NO. : The aluminum culvert pipe (connecting bands, fittings) for the above referenced projtct will be/were manufactured in strict accord- ance with AASHTO-M196 and M-197. Class II Helical Corrugations Shape I Full Circular Cross Section Thickness 12Gau e047min. /.105 Nominal auR16C e - .D53min. Nominal Diameter 12", 18" 48" Anchor Assembly will comply to ASTM A-36 and ASTM A-153. rt Quality Assurance NO f NO L U AAK LJ AMEND . e'vl [] REJECTS.. 29M MIMI 44INK LNMIC.'C: w 11 'w w ' 401C 41p k ILb �000h "NATnt WA&4*Glt� Ulm � �,� : ��- C� �,.. �- ��,��-�� w�.� cowwElawtE �" vnmmn m.awvrw P• ' aw>xay D wnaax.PE SHANNON i N1ILSON,INC. W-4360-01 Gectechnlcai ConSumUnts Eng,rieermg and ADpm�ea C osc�ences 1105 Nonh 38th Street .F.O Box C-30313•Seattle,WA 9e103 W67.(20616UM20.Cable GEOSAW Fehrua•y 28, 1985 Hammond, Collier A Wade-Livingstone Associates, Inc. 4010 Stone Nay North Seattle, WA 98103 Attn: Mr. Frederick G. Kern, P.E. GEOTECHNICAL EVALUATION, HONEY CREEK SEWER INTERCEPTOR, RENTON, WASHINGTON This letter report presents the results of our evaluation of the alignment for the proposed Honey Creek Sewer Interceptor in Renton, Washington, The purpose of our work was to (valuate the stability of slopes related to the excavations for the sewer pipeline and the permanent access road, and to offer remedial measures for potentially unstable slope areas, where avoidance of the hazards is not possible or practical. The scope of our services included an initial rite visit with you and Mr. Bergstrom, Renton City Engineer; a second site -econnaissance with Mr. Larry Larson of your firm; consultations to transfer our field observations to the Contract Plans, and the preparation of this letter. Our work was authorized on February 15. 1985. Site and-Project Jescrtptlon The Honey Creek Sewer ,nterceptor Project (City of Renton ~ewer Proje�- . 5-29E) is located in the northeast corner of the City of Hentnn ;t will, consist of approximately 5,050 lineal feet if 12-inch curvilinear pipe and cleanouts adjacent to and within the Honey •aek stream bed. It will be connected to the Phase I Honer Creek Pump Station. The proposed route 1s presently undeveloped, and an access road will be constructed along a perma- nent access road coverino the lower three-fourths of the project corridor to carry construction equipment and to allow access for future maintenance work. From approximately Station 31a00 to Station 68A50 the sewer line will be placed to the side of the creek and the access road will be constructed above the pipeline. From approximately Station 68+50 to the end of the project at Station 81+00 the pipeline Witt be constructed in the creek bed. This con- struction is •.heduled for the Sumer months when it is reported that water does not flow along this reach. At the lower portion of the project the pipe- line empties into a wet well and pump station near Station 31.00 which are being constructed under a sevarate contract. )tn.p VKv Fe40w1a wanNe aVai wafWA�IPE na.w,W IYM, PE vn»Iwpeaw S ""A"1 nn U'no"" PE 1MTa.E VE Awl Aj,l, ♦aa«ma Nwn a Gnlad.P E. Gwaon E Gown,P E w Pay Grad PE wuy,Mm wv.Pf Maawond, Collier 8 Wade-Livingstone W-4360-01 Attu: Mr. Frederick G. Kern February 28, 1985 Page 2 Money Creek flows northwestward through this area, discharging into May Creek, a tributary to cake Washington. The creek bottom is generally 5 to 8 feet wide, 6 to 12 inches deep, and varies from straight to meandering. the ravine side slopes are low at the .!pper end of the project near the corner of Union Avenue S.E. and S.E. Sunset Boulevard, but nearly all of the slopes are high, ranging from approximately 50 to 200 feet above creek level. The heights of the slopes increase in a downstream direction. The side slopes vary from moderate to steep and are generally heavily wooded. Local slope ;nstability was observed in many areas, and bowing of trees on the side slopes indicated that creeping o,' the surficial soils is prevalent. Springs were commonly observed emerging from the hillside. Rased upon a conversation with Mr. Bergstrom and a review of old air photos, it appears that the eastern slope of the area between approximately Stations 29a00 and 34-UU was developed as a borrow source during the 1960's. It is now overgrown with small trees and is locally deeply eroded. The lower 40 to 50 feet of this slope contains numerous springs and vestiges of several land- slide; are evident. Site Soils Based upon observations made during two site visits and a review of existing geologic maps, the site soils are glacially-derived materials, most of which have been overridden and Consolidated by glacial ice. This includes glacial till (locally known as hardpan) which is found at the higher elevations of thr Project corridor, the glacial advance outwash sands, and the outwash silts and clays in the lower elevations. These soils are generally very dense or hard due to the overconsolidating pressure of the glacial ice. Among other soils in the project area are loose fill materials which have been dumped over the top of the slope, particularly on the west side of the creek. The fill contains debris in some areas. Alluvial sands and gravels lie in the creek bottom and on the low terraces adjacent to the creek. The depths of these creek bottom soils aye unknown. Other similar alluvial soils art generally loose to medium dense in consistency. Most of the steeper slopes in the project area are covered by relatively loose, weathered soils which move very slowly downslope. This very slow, imperceptible movement due to gravity is called soil creep. Colluvial soils, include the creep zone on hillsides, landslide deposits at the toes of slopes, and erosion-deposited soils at the toes of slopes are generally loose. Hammond, Collier d Wade-Livingstone W-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page 3 Conclusions and Recommended Remedial Measures This section of the letter discusses the geotechnical aspects of specific areas along the sewer project alignment. Where applicable, recommendations for remedial measures are offered. .All stations listed below are approximate and the exact locations should be verified in the field by surveyors, if necessary. STATIONS 29+00 to 31+50 - In the vicinity of the proposed pump station the east (right) bank of the valley contains numerous springs, and three old landslide scars were observed. It appears that the material adjacent to the creek bottom tat the proposed location of the wet well and pump Station excavation) consists of loose wet colluvial debris. We understand the wet well and pump station may be moved to the left bank. In our opinion, this would be prudent to avoid slope instability which would likely occur during excavations. if the wet well and pump station location is not moved to the left bank, additional geotechnical studies should be accomplished to develop stabilization measures for this east bank slope. STATIONS 31+50 to 34+50 - This area is a bench-like terrace which was probably the access road to a former timber house at Station 35+00. The subgrade of the terrace is very soft and wet due to springs emerging just above the existing terrace. We recommend that the access road in this interval be constructed wit', , u„oan sand base course laid on top of the wet, soft subgrade soils, as shown on Figure 1. A perforated subdrain shoul+ be installed on the uphill side of the access road to intercept groundwater seepage. Collected water should he discharged by non-perforated pipe. into the Creek. STATIONS 35+50 to 38+OU - There are several significant springs in this area which emerge 20 to 30 feet above the level of the proposed access road. Some of these springs have engendered small landslides and running water is actively eroding the headscarp. We recommend that the spring water be captured by springhead drains, as depicted in Figure 2. The water should be discha-ged directly into the creek. STATIONS 38+00 to 40+50 - This interval contains two existing landslides between Stations 38+00 and 39+00 and the balance of the area is potentially unstable, based upon the groundwater conditions and the anticipated excava- tions into the hillside. We recommend that this area be treated with slope erosion protection, as shown oh Figure 3. This scheme utilizes rock-filled gabion baskets with a filter layer of crushed rock between the gabion baskets and the sand siAe slopes. A subdrain should be incorporated at the base of the gabion w•11. The side slopes could be temporarily cut to a I Vertical on 1 Horizontal slope, but some local sloughing should be anticipated. We under- stand that this is acceptable for this access road, which will be infrequently used. Hammond, Collier 6 Wade-Livingstone W-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page 4 STATION 44+00 and 44+60 - At these approximate stations water is running from uphill across the proposed access road alignment. We recommend that culverts be placed in these two locations to carry the water under the access road and into the creek. STATIONS 45+00 to 45+50 - Seepage emerges from the sidehill slope and needs to be controlled by ditches and culverts on the uphill side of the proposed access road. STATION 50+40 - A culvert is needed to carry a small stream of water under the access road and into the creek. STATIONS 50+75 to 51+25 - No excavations are planned into the hillside at this location; however, there is significant amount of natural soil piping and groundwater spring seepage. We recommend that slope erosion protection, as depicted on Figure 3 he installed against the slope in this interval. STATIONS 53+50 to 56+50 - Significant excavations are required into the hillside in this interval and there are numerous springs which emerge about 3 to 5 feet above the creek level. Some bank instability has occurred in this area. We recommend that slope erosion protection be installed in this interval. Furthermore, the contractor should be prepared to drive well points horizontally into the wet zones of the hillside to increase the stability of slope, if necessary. STATIONS 57+50 to 59+00 - This area is similar to the interval from Stations 53+50 to 56+50 and the same remedial measures apply. STATIONS 61+00 to 62+00 - A significant excavation is required into the hillside here; however, no seepage .:as observed. We recommend that the excavated slope be protected by slope erosion protection as shown on Figure 3. STATIONS 62+00 to 65+00 - The slope in this interval is very steep and of marginal stability on the east side of the creek; however, there is a wide low terrace on the west side of creek. We recommend that the access road be moved to the west bank in this interval. This would require bridges over the creek at approximately Stations 62+00 ant 65+00. STATION 56+50 - At this location drainage runoff water from Sunset Boulevard flows into Honey Creek from the west bank. This water has deeply eroded a gully into the very dense sand and silt. It is our understanding that the existing culvert (now discharging near Sunset Boulevard) will be extended down to Honey Creek. In order to prevent continued gullying and piping of mate- rials from around the culvert pipe we recommend that the backfill around and above the pipe be completed as shown on Figure 4. Additionally, a concrete wall should be constructed across the bottom of the existing gully (in the clayey silt). A perforated pipe should be placed on the uphill side of the • Hammond, Collier 8 Wade-Livingstone Y-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page S concrete wall to drain water and a non-perforated pipe should carry collected water down to the creek. STATION 71+50 - Minor sloughing of the side slopes may occur in this vicinity. Care should be taken to minimize disturbance at this location. STATION 73.70 - Discharge from a plastic, corrugated efrain pipe on the west slope above the creek has eroded the bank and caused mi,. - slumping. 4e recommend that the drain pipe be extended downhill to the creek. No instances of slope instability were observed in the remaining portion of the project, where no access road is planned; however, good Construction practices should be employed, including the backfilling of the excavation trench after each section of installed pipe, particularly in the areas where the Forestbrook Estates are located at the top of the east slope. Excavated or re-graded slopes should be protected from erosion by installing jute or excelsior matting, or similar materials, and hydroseeding. Linitations The observations, conclusions, and recommendations contained in this letter report are based on the results of our site reconnaissance and review of existing geologic literature. Subsurface explorations were not performed for this study. The conclusions and recommendations should be considered prelimi- nary in nature. We understand that we will have the opportunity to observe the excavations for the pioneer road by the contractor. At that time we may revise some of our conclusions or recommendations. It is .1150 our understand- inq that we will monitor construction on an on-call basis to ^sake ohservations and recommendations as appropriate. As discussed with Mr. Bergstrom, it would be advisable to have a representa- tive of our firm present at the pre-bid walk-through of the project alignment to answer questions related to geotechnical matters. 1+ammnd, Collier 6 Made-L,vingstone N-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page 6 If you have any questions, please call one of us. Sincerely, cEanai� SNANNON 6 MIL SON, INC. OREGON f6r es Ai team_` apra e E.G. -- ��fFgfN_Gj Principal Engineering Geologist / Q q: ' A f Of VIfSMi1 Q� a o rum, a � Senior Principal Engineer Y C r�y NTL/ljj 4\cis- TES Nl A ENV F r�cl: Figures 1 through 4 SOFT.WET GROUND AREAS / CR USNFO SURiACIMC of VAGF CLEAN SAD O `-i, •�•� WASNEO OCR GRAVEL ORIGINAL GROUND SURFACE .' ADS PE RF.PIPE FIG. I SPRING HEAD SEEPAGE CONTROL CRUSHED RO[t.� SANO uAGS -. WASHED PEA GRA+EL NGN•PfaE.PIPE AROUND PVC \PFRF, ISLOTTFOI D'ff1. ?'PC WITH CAP 10r FIG. 2 HCW L ^_ HONFv CPEIR SEWER SKETCHES OF RECOMMENDATIONS FEBRUARY 1tt5 WJJt0A1 SHANNON a WLLSON, INC. FIGS. I & 2 GRRHtRWuI Ct.w N1nN SLOPE EROSION PROTECTION GABION FILLER SItVt SIZE I PASSING S 00 L 90- 1o0 1 >o IOD GABION BASKETS\ So.SO \\` 2 30 5o F<. 1.112 T tD•]a i 1 0 v SCREENED GRAVEL SURFACING,CLASS A VP IAPWA, I9St•PARA.25 21 ACCESS ROAD\ a J1 MAX WASHED PEA GRAVEL AROUND PERFORATED Pile PERFORATED ISLOTTE01 ORAIN FIG 3 GULLY TRENCH AT STATION 66+50 aQ�EROSION PROTECTION a QGSA�G aQd�dp a QUARRY ROCK 0 1Z"MIN.�p�a a � 4c�ao o °Vaojo�lDupa�o4 NATIVE GRANULAR SOIL (MIN.COMPACTION TO 90% ASTM 0/1557.701 CLEAN t2'•M1N, NATIVE SAND p" CULVERT S—MIN. FIG. 4 HCw-L HONEY EREER SEWER SKETCHES OF RECOMMENOA T IONS FFBRUARY 19BS W.2604t SHANNON B WILSON. INC. c.e Wln Pl..t G.wn.P1. FIGS. 3111 4 ' Off NL414"[rONAPPHOWALUrYARRIALSUUACES Gate ;' 25-aY5 rout No. 5 29(. n w ro��ct Mm- N•vEy C POK PNAlF / FaecF /y/A"V 4a ' lsNcban,y�r W rnYti souwcts or auarw�. Lfr f..NrNr .aarwrlatrw.Y.Yw�a..r4 Pvc P,aF NNos f��oFly N.400 ^' s � wf :aarnctor. $udmrt[ed Ov: R. L hYa rftll�d MO apu.w rums and l I concur,1 )do njrcon t Istntce coo, w.t�M tip. tY Y �M.r..yrYM II I .4 UOYw�N4MM r..DwmM rM W.an u..Yw.�Ir�..w Mrr.M BRA rr.r0r M rlM�in N awrlM mrw.ry.�..�.re r W M P.rwrp+'•Ow'r.r.wt Y.V..ia P.T.t.nY..Y11AM•�._� sr�♦wnwr na�rnw,�uw r tawv..r.r �•m'-.WYwVw P.Omo rw lrw.rrvcaenw W.rrr.� MCYyW�r y.w�NM:YMn.r.��aY MrrrrwwY w.r.r.ww. aawy, VYr��Mp�i Yaa1�(a.w.w 11�r\.llr.M rrMrrY..�.Y rAwr1�WY.I wow�.wc rrws rnwr�r.�r�.Orw.r a.w..s rrr. ••rw•_w. AVl.tl Fr.Yrr�Y wu...W am Manville W 2BRUTE H ,,,,Class 150 Ring-Tite PVC Water Pipe ya l�:�ND_ �\�µstPNSNOSQi fl E cA hO r" v ' AWWAC900 OLD CEx448 GB137.3 . • nr:Mmr.,rIll� u..... l'ers qb I .: •r.¢Owe B"1. 1p hilly ac oearq!weo p a water PIM ealh I ISINI dramerer IP sat+sty common;, capl.d etl `waft rose)cal le rasl l'oo Plry mMls lo,YIMy IKlwe In Me m.,cogl The,a{anvelf 61"Bletere OWIM, "IV lld, to eu•1 Gas 180 Wr W 11N AmwK.n net Btu•Mm Is ahem awlaw•for eewee WNa WM•A•wp•tgn y1WWAI alas suaplY Ima,leloClO dam torte ells dwd WO "polylmh th q gh 1 •ea mmI pi proNa.ddMNK et_a Wme", Ape mcll Iwrlrryh 12 Ifof For T e SM/K!prpeq Wales" Tne aloe Bmb ro lobo for IaoT aanrce iMMaevrlte St.Bndl R.sgfgte!m al the UMTwntan LaOorabeN of ^ nrm om ar,�shfngln.,'.rn��;qrw s CanWa IULCI m v¢a e'f100 mml It 50e 12 1700 mml for unan9rourw hre lma at a TTne.m varklep prawta w a a, 150 psi o I Cw !g^P s e v •'era. In 1 . The t 1h Bwd f C•mBw M CBI+q w wht of P twi per v rd 10 G' nwPes mew ftaaoerd Bq1 Jo t. 11 me III Per twoomll. for Pressure APW+cwloes a may ae The Manville Blue a I, •Ne used on Drrvate Progeny•'IMr•the peNweaa AmwlPan Met Works Pl code shoutelea CBA staeawd Aaap:ialgn B•T0n r. Te'�IS to, BIP]1 1 Tun,caW FMw sy41.n..Md aRb! l�I'.:.al SgrY':ee y o : Manville The SWe Slut@.>wrlually Immures to im Phyflcal a d l.hbm¢AI Rpur•emMtl- Mslweu- Pipe shall Of,meon from pact dAIT69"Punnq normal fwallmmn All ph.s,cs and CIMmrCil lests SlI .ld clean,rwgrn.appoHr}Cufa 12454 B and handling operations its abet,to of,Cortduclld at 23'C woad•ests ite PVC Compountl conform.r.q to ASTM absorb shAaxe under bA1te a hill" to Y pe.lM 1.1 at 3 C res•n sp@Cd.uhOn 017tla Clean rewor\N Iotd3 Plaaltf Hear Iwlwal 1"8 BwM prea&U.n-The bwCR.bwal mewsli gperyep EfM1 PIn ItWwUlx\u•er t rtemNisti costs and Idrwger plfHw. stnngln OI pipe,mClradrrig ally mlepral plan pipe prWucimn may be usau marwle Ne gal ea0.NMI.Neill Isis Ott 15 204 Mal P:opucl- Pipe"I mI AW WA Stan- The Blue Blots a mflkp,ealy slrohg put Wen 1081"a1 23-C e2'C"d 50 or card 0900 Bf'POLY)VINYL CHLORIDE) $,of enough to be haMMo rrew•WIY CMI 1"01"huroi a5 per cent in )PVC)PRESSURE PIPE a INCH ly,is t W duty Krim xccroAnu w•In me speCr a.q THROUGH 12 INCH FOR WATER"&W mg eqwpmaht ha to"81 malle eamWe sues corwldmnmo.ebd wocet CSA cWth"Od 10 Slandi fd 61373 Rlg.r enghh>reevice IM hf,rppw of lomta this ducal rpurnmene usteo n ASTM DI!yN PVG Pipe For Pressure Applic- Ins Mn`h`u M the possibility of tells panflq a last lima period of W70 S. Plpe shall be suitable for us0 a.mu• Longer lengths"ifislWnd QWOkw SuSialMd Yre>swe- T11e pipe Nail rel cm hyoroentm wwsrf.q pn&Wr"of which fans turn 6".@moil.n tww IMI.Uallopn,bunt a+ee0,M uehrvn m 150 pal 0 034 kPal of 23 C FroNaena top edrntualron wnIn burnt Ipf1aI111on ASTM D15M.at Sop psi 13 µ7 kPal Wtlen mull be hill for 00l11=11"ap0 wrap Cost, leiled for 1ADO fit as,fplC•hfad m SIG"Of each)Mitt with A rUbbi, nnp,and The B':ue Brute al•ows ih,w fappmp of ASTM D2241 mhos,mKkenp ball"part of all,, lww[e cowectwe inn"nit&IMDk Hydrostatic Pressure Teal -Ern pint The nowbar ,he"I N Ito" walls The eh innalea The @loose of sec. whoth of pipe shall be hyo•Oltal.celly locked..0 nt1qwg y�roorn,Pro$And I.Itnp vlce i,ZP3 sed Sellouts aletnuds and ppreresave 1"lid at SW psi la IN sPal at must be easHt.wM with A 1lohgoai, Iecnmouel used m.nstafhng main stops 23.0 with a+lie second dwell Manrlue IuDncant Ley.hq l"glhs ahe+wluahy tichi to Ina•of Dad• ACelon Immemor,Test - Aft*,lwbnty "I"61 metles plus or nvn Uf 25 in;,, 1'.Wul tiodVCR Blue Blula pipe,c 12e3 mmU1H.mmerirpn in a sealed Conlar", Each IM m pl 6 through I2.alb(150 min through 300 Of anhydro"("'Sit Dural Acetone a i' hydr"namAl pro snarl oc mml Car.be dirvOl Upped us. s proof 10 foes nines rst up ro a i25 min.lohg tamp-nnp shall flhow rI its rated clans preaure ter a minimum inn" i 6'S mint co,sad[le s1nD rune Spanmp o crxklpq �SweumO a dwan of 5 swonds t argnr saes reguwe a saddle o1 lapping S011enmy a pea a tylute I In accoJance Pipe fhall here the tame outflde sleeve Some tpx�sl txhm0uea are.e with AS D2152 dt~W ea that of cast non P.pe of the )wind M-Manville Insia11a11W Gu.11eor Flay".ng Teal- Plxe pwweln two tame nOmmat 1111,nelw Unr Hell B a BM WWIOI pill"a 2 (50 mint ION nitg That or"class has bete tletermine0 by The 81.0 Brute b smoom,tltnse'A wet "cola l $&.n 1"a 1•W OM fi lum 10 using an Whmate working peesws Inw wall wdwdea a ufaldM at oa""With 100%tWnhi%Than aAall be ho m&I opwo1w.9 we"ure due to htabc She rue loss pl cwnyn\g Ca Iyy This smooth ereani OI Wilt rqq w shattwwp dYnAm.c 1,09M o1 ISO psi(I ON kPat plvs bore may allow reduction of or"sun al Renn iI ASTIM 0224I a"I&hamper allowance of 35 pill(241 In!desrgp stage sallanhal salmga Omp Irrexl Tall-TM drop wnpxt vPM,To INS.f applied a &Itt,Ixtof oI mar be effelted through the rwuced tnsl e a nwsun of rite pipe s o wu&mn 2 5 to 1.This.s equated lO the long Iwo :wmpmp coats over fM UM Of the Quality Noe hot intended to measure uhlman tensfl hoop strength which is S.>tem the haMleab.bly of the pipe A 3inle mt ki=ps'.(27 5 MPa)la PVC class 12454 I"Blue Brun often you lase. pact bawl 110.a fn wy 14hrry 30 Ito (13.6 B COmppwn tool•and tower top cos'.s if bailers bet fill)m as,*IA Tup!h.,rfg a 0 5"(12 7 Ier PCM11i1 O".gn and If Ms a gloater mm1 noes roundebd nroqse Nall ue'r tweo load car"'N capaf ill.The"fils era onn a a y�1elwp horizontally WKW deswant to absorb the"ponamn aMl s mg ce a flat ead contlai of the Pipe cause0 by No shanwmy w SPlgb'g lo[nhnp s no) ItlmpanlOn[Hopei ine pipe n a ts.fwel&heal be m.de-1 When It o cnem.ually unAHp/p pyy any kno.eh folio••.nq"orgy is ,ich ad _ whet w""gdlld"y' A hell eaNtY tac tot n T•ur.dad by!M tatty MICR wall dewgr The Blue Blule n dal.gnad to x, eepl caw iron Mtmp&are valves wh.Dn NoE11Y�11n1 Irr.p&cl Ejh a1 CC a am rebuv.Hllable Rltbly0ha rarefy of a- 100 min 135 Sets ii. rt lie mYAet Plxe 6 \50 min IB0 Tntl Slue w V.a Snipped droll In! 04011 Irked into the Img 9(Grow- This d 150 min Memtwal any poll"tifilY O1 rvike 11'200 min 190 t4 it s es Arid ph •• ..1. n wl I , 300 min 200 ly owlso gasket. ye CSA 91171 IOf soecd.c deeds J tIapppd l/ wril awuu•[lamlpaw >adams f Class 150 Blue Brute CIOD Pipe DR IB Dimensions and Weights f Minimum Wall Apo We.ghl Nominal Sae Pipe"a"., thick"as Pat Length &.a BrM@ It GCTaY.6ar wan D.O. 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I. �.�.r Ew."MAY wwx��M.��EIL�I.IrrF.ILr MM WYIMYI�E.F MMbuw d..nwr �w WCFm Mw..n inwwFc.w.a wumu..on d 4.IM E .rFlF4 lEY y.W MP+,.gYl YI►Ml1_ PY Mu_ LM.MHF--.--_�.� RUMq F.Fr..d w 1�4M tmrrd r.l1.I - _—_—.rwwwancmF..Fdq.rY.d Clq.idu YEr Lr/GM1.. E WNrW�ryvr. IOT I)erEwlitioE ~Y r .r,i.e �C)tNPQO—ne ap... sy RkUUtiTFURapvROYaIOfAAATEPIALSOYPCES DAM i FPS roJict No. 5//Z9G 'roJ�ctl4nl; /�•YCY CR.fK �NAsP / FraP:f �YIA�.v ,^•' p{K�rRpf10/WT(M+l fOY�Cy O/SYwr.T • lxY fu•r•� PEA �itArrE�- Rt/a fq,,,o �� A- s�Jry .5/S CX eL f�R w✓C� r Y 44 APT mtncroc �< Suoml[ga OT: +.w.w•.� .naw rNrliwfa me wow Inmr ula I 1 conar,I 1 do norcacur lugcL cOnNM� N rT A.r rrrr ery i�r r.a0rw<owm• „ www.y'w w rn..ao.•.rw.a...•.w arv.m of•rr r�Lwr��rir rrrr w•rrr/.r M err K umn...wnnrr.Y M m.:arw�..y CUO.: ��M+��r W rr HrrY♦S>r�Ir Grp N W+ls wy<w rYM r.rn m•Otrp rw <:w,u< w W<rr..eur Yw�Yrw:\rlr\l��M'rlrW�F.W W. OI•�M/MM Nrar rW'w.1 wMl w1Yaf rr�rrM�,nM N waw•errr,M n.•ry YrMI �+wrrllgf Trf/rA,a�,��,rMt wrwy lrlYMw1 ••rw.•.wn.tw�rwlrrrti rr rrr+.a'orrwr.F �"/'A'arawsa.. r.rr�.rr '"asi l�q.yr�y wr+r�A fYrllr N yr� Wq.yy w(INbt. IMI) SAND and AAVEL, INC. P.O. Box 922 OFFICE 747 1217 BELLEVUE, WASHINGTON 98008 DISPATCH. 7471234 OR 3925306 R ANl6 ISSAUUA N. tlELII WE, PfOMONDwwow March 15, 1985 R. L. Alia Co. General Contractors 9215 Empire Way South Seattle, Wash ington 98118 Attn: Gary J. Pankiewicz Re: Honey Creek Phase 1 Force Main Proj. In response to your letter of March 12, 1985, the source of material pit number is A486. The products are pea gravel, granulithic, pit run and 5/8" rrushed rock or gravel. If you have any Questions please feel free to call. jncerely, -r� Jay Butler JB/mc OFFICE ADDRESS. 13627 BELLEVUE - REDMOND ROAD BELLEVUE, WASHINGTON 98005 ALUULSr FUN A"AUVAL OF MARRIAI SOUNtt.S Date Y 3 roJect No. 5 29(. 0 nn 0 'rout Au *_ //•vtY goro /NA3F F;WCOr 1n4l v M� WK•1/.ION OI Mt(MK fOY•C[10I fYtlly l•ar Wwlr rrrlYV.Il Orr r.M wa Y� L'Z F•�/i•u6 JJ�, �4clG,c `^��TA Clwver F►uORy 04vr VA,ww 9-ICT VfM Rkel CA9rr;� r 77.N41 ✓4sswca :unmctor: SuOmitf�E Oy: R 44,4 a r.irwiy ?. AA 4 AA vy , / &"have 4 Ulf wow Inmc m co=r,10 I I !ao not corcm luttcn c ,M.r r /YYN Ir M.Yl,r MYY IJ 1 M rite GiY1M Y.rM1Mtl,«W1 W Ill.Iee...nW/:.Nrllt Wi.Y.Y P.,tlM,.Y r/.rA.rltY tltl tl11tlY.11•LNY.M.F��M,YIMr,w M tlre,r i.l,..lw...Orl.nM Or T.,w,ow.n�mt. frlr.Wr�a��..r Ir CM.w r fro•.rl r.o..e rww w Jnr.,« cal..•.,cowl w w.rl.,e. •r CwvwM Yrrr rle.r r•we;wwr..wr Mrr.rlV.../..rr. '�'+ awrc eJrr rr.e.Mi'•w r rrinrwr.r nr.,r ar,/ +eerw�r•ec wwl�,+r/wr Or/wl.rl ww�,...e.ri.tl•T w M/we rw<��Irw/�y w wYr�r rwF o..n. rr�•.M/Mt Ilwr.r w. __ _ngri[,q,�rY w,e../rYb•1 rrrr r i Y1.YYr n•IIIM 'ti t•A.N\NV .. • t0 t+t ttQp:S ED AMEN . pg6 '„w•'"�'...�"'.. _l Union Foundry Co. A Division of McWane. Inc. P. C. B%.x 309 Anniston, Ala. 36202 205-236-7601 i 1-600-633-2442 Member AWWA - U L Approved (3 -12 ) - M.J Fittings and Accessories pecify Fittings That Meet American National Standards Specifications ANSI A21.10 (AWWA C110) Furnished By: Pacific Water Works Supply Co.. Inc. PIPE VALVES FITTINGS t.n+•.m pw ...e.w eN'• r.U.q."u.i01 rrw+fk >d! .ir nlelf •xUA! :fo p010 iC:^I M`»F+1 iW lY•41Ma•»frt•.aab! • .aM 1 t . , ., • to off .Htu I U . Q 4E it Iv 21 r c ' �g `ST tl�l Il.Y l • � p � '¢ )� ' . � •� 7 � $ i � :: n. -.rune >� {4f l � r� III �,Y, Jj., •t Y.ata :.:v2 tP—' oil t o M Union FAdry Company—A Division of milene. Inc. Vh.w.:iu qwl vmwrx_i%.ww+w wpw --_.. �r�,y bva•nrtwct-ow.w ra vngrn --_. �74 }�r. Zvi.._It ." e i8 R Union F&ry Company—A Division of Nicene, Inc. -_ WNANKA,1W.Ii1MG1{wawn.a NYSf.N MI(NI.NK..\XNNI ftV. t A� tr r Cd t a It It n 9 h �i Eli slum j 0 Q Co fblf Etill iql+ C 9H d G ifia9 f*aa aiF ElE EtA 4d ba d' HY qe l O - t •'.. . •fail i?flf Hf a-f to"I" r r # fi 16EE tEfa?SiH! HI :fH: l9E or - d a -A lad . � ap ; — P }E r 8( t +';a 'EPEE El9GEU ES -? .iiif fall/flail E111i Elial . at r.e ... r t ..... .._ .. .. ., r i .. e.. Y 0 Union Fcary Company—A Division of MC4kns, Inc. ..ecn�rxcr.�owr rirtrcr.,y--w,.,.,w.e vngn,. I O O O O • • 1 Pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS SonM M1Mn#�Y ,�w.IIC' �Y.A.M O.YML '•Y..4•W tfi" %LtC'il1 VOnfth Cnsfi Gorp. • Portland, Oregon 97217 • (503)283-4 102 RICH VALVE BOX TOP SECTIONS 925 COLUAIIDA A s C aer,.• , n�noR a.ea O•YivWM1'H•M' � IW trn�ff lH W 1.aC.^.fit yp pyr 1pC.!rrG .. •d0 1r1 H4M pYptE♦ _u Nfn wr 926 COLUASA a B ca n�n�(wrra In rv�u:( ltA+m cpgRis W OwrW WYrM i' r('.M' � l pYI+IWft iCCC•r+�S+'\Opir tM CWN a••Wu s II I- nrI N.i'Obbf OrMl t!• r•ra » aw •w 9M SPOKAW A 8 HM tqf Wrrx 9J•Ilby 14..4 IYI� ni«! 'S^ r. ` •C[Wlf'+m MYl•S I\ IIYgM dlW".nw 931 W-DFORD ar rrn mr,.ourruw( pMW Myln 11' rYClfyipmµ.nr•IN•OIW x.xix VVI<MIAlf.6 =•.�V-I er • N9 •hRlpf .O•aYl rlR 940 SEA ME A e !lM i+M WrM 1dg11(tU1W GrY•r.•.yfM i'.li• •N.W..w..,.w aY auc r..,ante non la �r� •. r..e SrY.,Vol 950 CASCADE —� IWb m<(xRlW+m folbs wf unu k ill+l'V(Wr1t(r1.1101.hb 101\py Wei {{r »�tiwp, 1•^r.a•� y.y.Vi)Y. WrLI accfer W r tOtRrW CAv[R eWfMWrn WMe^'•lIi - 1MIrl\lSi ilYjrq br.M(tiRa YY. •w u.. "�eJ a VAR{.� vontncn Casing Corp 11!! � PO Sox 17216•M6 N. Columbia Blvd •POrtiand.Or"on 97217. (5033 2814102 RICH VALVE BOX BASES Mll ARE REGULAR OR ENwY]NG tNf TOP uCirn r CV TV,, CE%TpjF .tLV OYb TO aEUSEO 3�[OOVEC Al LFWl-S 61 1IOUIR(�Ol W WY f O CUT M 1N.N AEW l4Y[SAw SNM 6 ti CUTTER OR C«]SEL YINWIIY URYLF lfAgTN " .l1 4 REGULAR s REGULAR tERnJY rrclp.• ] Nw 0.0, sE.MI H I y.x 1[rrl INIM NIMMr Mibubel ORrnR[YeE nGT« N12 12 21 1050 60 _ 11 to le" 2b 1260 50 720 21 RsnuEwR R11 21" 30 FE 30 3D" 37 S 900 N_ • ' 3W. M 1056 24 _ « sN•' •1•"J DEEP WELL 6.^d4 I rNLRY•• "IF �Na yNdIN NR'E]'1 I Y IEN:TH luR, lHy/I InPw�r •n PeuM. QIYnMN••— We is' 298 1470 50 oEEr D t1 21" 313 - 826 21 RlEll 010 30" It_ 961 21 0.36 x 475 1140 21 ••;. --- 6 2- _-11-- 52 1148 24_ TO DETERMINE VALVE BOX LENGTH UTILIZING TRENCH DEPTH AND ADJUSTABILITV REOUi1RED� vs•^F rem'Pe,Y'e ^ea'Y�a m p..na^.-ra a]e.•�e�N an�o 11WIlNl•L[NOIN• PUTIfREII WIPE MiF! OwT•WIYE YEU EHviw .,b Rea •, a- e 10 p' AY IM." T.Na'on WbYUY bNO 4AL4UY tRENCm UEr1n3 YIN�MUY AIY04A^44W eREMGn OEI\MS ,E DM l•.x -iiM AM 3 i'YI I M AT. IM •x 54 UN ] ilY S UN %x biN »Y OMy^ra••% �[ M.M 3.N Sr., Mae M� yN ]aM e_y xV M N7� Ux Nx Y i•N ox a N byN %N by 'fMMr. N]n •• MN N Y NSr N% bN IS0 el% V•• •1>• yli ••N iba WapwiYr• ii bi0) %N %N ab %N iM ?lN a•aR }'iF i• eli yab Nf• YEf a+w e1N U% llN 11 M WE, 1NE In M'x eiN !1N K•! 0. Ea A5. % 4E, Hbi bNTO S•N bM ..N •1N1 HM Def f"uwC U •SIM ;J n >ro •+a A9 a,nom a.Rna to bnRY e�rw+^uaW ! e r ,] ]r i.M r•P4 xM4^4Ni t l'aiiY fqe OYe b NINNY 4V f'A Y rAN'M"aC 1: ] ReN^•T•w eYl ehunn,N�Mntn ewl^ _t ] SwNI Hy^M NN4W'4 nW^•ii a r•i _� ,Ili > •��•�• E frYc,l IM aRcm^gwN4d•" +• a 1• 1 fwc]Mae Yv".IE'-N"^pl w.•iee b aN0 ^w .b EK .w .ae i • VARv°ruR cn Cos"Cap P 0 Box 17216•866 N Columbia 8lvtl. • PorUantl,Oregon 97217•t6031 283J 102 :., t Pacific Water Works Supply Co.. Inc. PIPS VALVES FITTINGS +eea GASKETED S Twye GxGxG T3 p SxGXG PARE NC. 512E Ll L2 L3 PART NO. SQE Ll L2 L3 -- =----- d26s1 Z+. 3_• _32651 4 rh 4 2', 42652_-6a4 - M�s___..log_—. 4% _ 32652 6N 27n 6 iK --a265! _6 37u 55111. 32659 6 3'la 7 511" A2653 Boo 2�. 3 Y� 32653 Aa4 2u 8 SN 4rA4 8a6 3'_-_4Y�a 3 32654 42180 —g 4 6_ _ 6 32660' 9 4 9 6 4 32655 lON 434 10 6', 26a5 _ a6 1O 1856 Ssa 6ti 6': U656 low T. 4 42677•t IA Sw 6'h _ 7 _32o77't ma 5`. 11" 7 Q857 12a4 5 b 7'. 32657 12W 5 14 7'a 42636 Ihb S'h b 7.4 32656• 12x6 51h 15 7'.. _ 4267rt Iz+i6 sw W. 5 3267a•t 12.8 S% ISK e 42674•t 12a10 6 7: 6`i _ 32679•t 12a10 6 16'.� 4i _ —i.+66g>•t 15*6 5 6 9_ 32668"t_ ISt4 _ —.. -'-'y, 32669°'t _!Safi 5'a 15. _ , . Tee GXGXG Tee SXGXG 1 FWND SIR Ll L2 PART NO SVE Ll LZ L3 —_ --__—_ J3601 _ d 2s __ Z'. 33601 -_ 0 — 212 5-..3•._ �4m 6a4 2>. 3._—_ 33602 _3. _ 43603 6 3.,__3. 33603 —.._ 6—._3• 7•. 3'._ 43101 _ 2% 4'. — 336M 8x4 i' V. d3605 6a6 3': 4x: MW5 6a6 ]'. V. 44a 43606 _ 8 q,,.__ . _-__— 3� B _E.._ 93. _ ..a d36D7•t I0.4-- --_, 33d`7•t _1014 1'. 8 6 _ 4360q•t 12 . _ 336fFtt M4 6'. I9" 7 _ • __.— _ .. 33610'f _ 12k4 4'. __.93_. - 43610't t24J t 33611'f-- 12a6 5`. 10� b7 d3611't IZa6 ^ . —__._ — _ _—._. _ d36t2'T 12+c9 4+a 33612t IZa6 6'. ._ 11a._....�_... o36 t I 5T1a.. . 7M 1 — 63613t 1514 ISA 4, I1'. _ _. _ ;36'6°'t iSa6 54 1l2 .�3616° a+: 6# Ua. _ 699' .— 467• St 4'. julO 436! 15a S 43619" 15a1. fib 9'_�_ __33619°•____IS.Q 6'A l5`. IOw •T-Wd tab Cmstruct*n PN4 u °Arailabk Oecemtwr 1980 45°Wye GxC xC 450 Wye SxCxG rmw sm 1., Is L3 NY in S 4 k L3 QO 4 3MM -4 w 51. $4, . 02523 6d 11-__.8,. !,.' 31623 6KA 5+. W4 7'v ._ 42a24 6 VN'. 8 8. 32624 " 6 5"'n 8 V. 4m DK4 P. 9 v _ 94 32675 8114 44 9': 9%_ 42026 8x6 2 _ 9ry,4 32626 SKIS 6 TN'. 9'r,. _ y2629 a 2b 10'M.s 10'M,. _ 32629 8 6% 10'Mv to,I'. 4266V :%4 N 91. 91. 32610 w 8•. 91. 9'. 42631 IA6 3x: RR. 12�. 32631 I@6 N. 12>. _ 121. 42ff5rt 104 V. 5 14'§n 3:.i2•t INS 914 15 19'4',. _4M33•f 10 4L IS 15.1"_ 32633't 10 % 15 Is,*,. + 717 5,4 2'x 14.9,. 13'1 32717 1214 81, 14'4.a 13'1 i25R :1F ♦ is 75 _ 32718 12Nr 1? _ l5 15"02.. .1.. _ 7x,-_ - 6 19 15'a 32719•t ]7x8 :2_ 18 _ 16'�_ 427x 0' 11_ - 6 19 16'. 32720' __12x10 12 19 _166 v A2721•t ti' 6'. 19. 19. 32721't 12 L'. 19'. IV. _ 32722°•t -ISN -1 1, 15 _ 3272Y•t _ W4 13x. 15 -- I5 _ 42723••t-- 154 -- -b 15 15'. 32723••t I5x6 7 _IS 151. 42724" 154 1'x I5'� 16. 32724•' I5x8 _ 7'r 15'. -"161. -�--02725" LSx10 1 17 17__ 32725•' Wt0 9 17 l7 -1ix1I 2 19 19 32726°• 15r12 Double 450 Wye 450 Saddle Nye" a PUT No. IN 11 1.2 1.3 ► HO so 4 44352 6K4 h 6•'!,• ;�.. 3263► 6a4 44358 -6..___.-1 . 3 8. 326" �W I09m - oa353 8W 1'a 2r &. 32710 lOW il'9n 41361 SK6 1'. _$4 4 32i ll 12s+ !3''. _.-_ --___.. _. 44$1 lON _ 1>. 7._ 9. 32635 86 12 44AS 1W6 2 14 3'x 32636 10106 11�- 44356 Ih4 Ps N"o 14b 32637 IM 14. 61357 1246_- 4 U _ 15 32638^ ,.a4 lSYn 4A359" lSxl -1 !s 15 3I6s0"_I54 16a_ _----._--. M360" ISA _'.e 15 IS*. *Mold-hb Construction •'Supplied w th clamps Yigt 16 °Available Decembe•1980 To be all molded t rst halt c;1981 Repair Coupling Manhole Sleeve 1 FORM. s126 Ll PLAT NO s126 L1 52662 6 _ t 3I352 6 12 ;2P51 52663 8 .. 10 - - - - - .----8 R 52665 _.--_1 2.__....—.16 __ _-15 _ 13 Caps Pelrranent Plugs 1, - 7. �1 .+ram► 90 SO LI PART NO c17L I.I L a2671_ + 2 a2672- .. - n 4 - a2673 c2a7a• 10 0 42675• r to - i2tii6°' li 12 451 Bends GxG 45`Bends SxG PARTN0. 512E Li nllrr NO. so L1 L2 42603 4 lx,a Boa _ � __lN'.— e,, - _._._._ .-___—_— _ a2607 6 S. 32 IO 3 _ S. 12 V. a2732 6�. —�—_—.. � 32732732 12v.10 6�. _ —.49� 12 3'. 32736 __- 12 S._ 16 42737^ - is — ---- -- 32737• is S.. 171. Page is .Mold gbCmstructan—_ — '4va-la6k DKemhl 1980 442 NEUUESfFONAW'NUVAIUCAWCP.IAISOURCES pfy .3'25-4S rojecc No. -5 294 0 0 'rojK i1M L M : /yv[y C.-r-K PlYa3�- / fctPcF /�"ua"V Gama nrps 00*&mrxmy ft+.•C[ii Ol flMl•N. u.r fYww rM1�WrFtr•�MM� . :P P.x r f,� JTq� �Ac,F(C Jrx�e7 c*,r t h r w... P,...r qs .. / SoTta. :omncter L $uhmi rttc OY' hoe rriu.," n,Y4av�.4mr ytp i I ct1nW r,i 1 0o fpt cptlWr IftgL� "� �' s•rT ew r -s•o as.0 14 r� w&I.wrl.11• wo wuN on m. MOt•1 to+Mlp�w M swswr arWrrn ..dnn�y�ar m.rain.. 'Fwr�M rN.M•Mr✓•��Y-� 4rA -Wee;; Iaow eo CfasrM SwO•YrrYrY lydw MpMo rw Cwrrvceun Wd.yw MwN r•��•:YMrIAt♦It/r�rtWrY Weco � y�lrl'�•r AWL Msr YM•1�p.yA M iwtlYrl4A.w twY �w�NMN<•rM\r Tryy�w��w�y.t MtY�O►I�I Y~ nY �•..M•l trl��Yr.l 0♦1�t,1�ws 1�i ItnF r4.r�.w�.�iPOOOn. +•wc �sst fn�n�sy rssl�%rm�s M M..w�w •rye PACIFIC AM ti ®B rtcRLtr CAST IRON PIPE COMP.VN'1 PSC I PC O I , , ue +C'O1,.Bwmm9 I2P06m P 0 1101 1219, PROVO,OTAN 84..., T.w .n 624 26a0 TELEPHONE(AREA 000E 801)373 69IC SesttM.w.m„qm�.9121 d 'arch 14, 198, R. L. Alia Company 9215 Martin Luther King Way South Seattle, WA 98118 Subject: Honey Crex.,. Phase I Ferce Main Pro iect Citc of Renton, WA. Gentlemen: THIS IS TO CERTIFY: i l61T the 6" and 8" Class S2, T1"TON JOINT, -",lent Lined Ductile Iron pipe we propose to furnish you on subject proiect will he manufactured in strict accordance with ANSI Specification A11.S1 I.AWWA C1S11. T}IAT the TYTON JOINTS Will be manufactured in strict accordance with ANSI Specification A21.11 (AWWA C111) . TItAI the Cement Lining of the ouetile Iron pipe will. 'oe manufactured in strict accv dance with ANSI specifi- cation V l.4 (AWWA Cl)bi) . PW, IG WJ&W Yours 1:ery truly, SkOv }10 - lines c Meckl EKE_ �.. Distract Manay+ki 'Al� 019a A"1C'wlor 61"Us MANUFACTURERS OF CAST ix, i PRESSURE PIPE.FITTINGS,GATE VAIVF.S.FIRE HYDRANTS JOINT DIMENSIONS& WEIGHTS u .• E 'maw ea••p,o»^as a�omo»i � �q:n9m M �e 2S ® .. Al 7.10 11, 491 3.15 5.64 3`- 4, 9 23 ill 7 01 1� a 20 K .47 1C .13.76 1.27 11.22 - 3.75 7.03 31 4] 15,91 1.30 1; 375 '413 4 . . 18.71 . 1,64 °.44 5.00 16,64 f ®' ^4 _. 20.Cu 1.66 17.54 500 18.74 7g 1 67 19,64 5 JO 2084. 8- 1 70 21,74 500 2294 SP 2d.5U 178 25.94 5,00 2114 I I 1 p 1 • ;tip 71 'i I " t � ne man uiac'u red m accordance wrth ANSI A21.51-1976 and AWWAC151-76under^,e•h1)d ANSI A21 50 1976 All pipe 18 toot normal laying length ,MEN 0.25 3 96 8.9 9 02P 3 99 201 53 0.31 3.96 100 t?5 225 `4 0 34 3 96 r1 8 220 ? 245 0 37 3 96 12 8 215 ' ;2 265 040 3.96 13.7 7 255 14 1 280 - 0.26 4.80 11.3 11 215 119 16 220 52 0.29 4 80 126 11 240 132 16 245 53 032 4.80 138 11 260 144 16 265 54 0.35 480 150 11 280 156 16 285 '- - 55 038 480 161 11 300 16 7 16 305 56 0 41 460 17 3 11 320 17 9 16 325 50 025 6.90 160 18 305 17 0 22 310 - 51 028 690 178 18 340 188 22 340 °2 0.31 690 1 22 375 - 34 6.90 214 18 405 223 22 405 037 6.90 232 18 435 24 2 22 440 24 4 040 690 250 18 470 1r 0 22 470 26 2 043 690 267 1 18 1 500 2- % 22 505 2.'9 027 905 228 26 435 >4 £' 29 440 0.30 905 252 26 480 29 485 2' - 1 29 530 0.36 905 30.7 25 570 315 29 570 039 905 32.5 26 610 '13 9 29 615 042 905 34 8 F5 650 36 7 29 6S 045 9.05 37 7 26 695 "•5 6 29 700 � 02a 1t10 3P1 3a 575 ??0 39 580 0.32 11.10 33 2 34 530 35 1 39 635 s^4 0 35 t 1 t 0 362 34 685 38 1 39 690 38 4 0 38 1 t 10 29 2 34 140 41 1 39 745 4.1 4 1 42 34 790 440 39 790 ;4 goo 49 39 85 ai 0 . 900 49 9 9 39 905 e n 354 43 735 408 49 74r 11, 0 2420 43 8W 444 49 805 1320456 43 865 480 49 87U0 12C492 43 930 516 49 93543 "20 52.8 43 995 552 49 1000 - 45 0 58 7 49 tO6n o- "I W1 1 nasea: a i. : . -•ol Pue ceio•e;��.P.,y 'TPM*aa.rz of 00 P1 wq'l owb 3-12 m 10 C6 in 14-74 n. -0 e5 n -008 in This table shows thickness Class of pipe necessary for the raled water working pressure and I"maximum depth of corer Tho thicknesse3 in this table are equal 10 Or In excess Of those required to withstand the rates working pressures plus a surge allowance of 100 psi OuChle iron pipe for working pressor.�s higher than 350 psi is available. 51 0 25 :,50 98 100' too' 52 0 28 350 100' 100' 100' '00. 53 0 31 350 100' 100' '00. IOG '00. 54 0 33 350 t00' 1001 100' 100 W. 55 0 37 350 100' 100' 100' 100' too' 56 040 350 too, 100' 100' 100' 100' 51 026 350 76 86 96 10o' 'o0' 52 029 3°1 100' 100' too' 100' 'oo' 53 032 350 100' 100' I W' 100 1 Mr 54 0.35 35C 100 100' 100' t00' 55 0.38 35, 100' too' '30• 10C 56 041 350 1 100' 1 100' 100' roc' Sn 0 25 350 32 38 44 ' 51 0 28 350 49 S . 53 034 350 91 too too' 54 0 31 350 100' Inn• too' _ 55 o 40 '150 100' too' 100' '!tu' 56 043 350 t00' 100' 100' - 100' 5u 0 27 350 73n 36 51 0.30 350 36 42 49 4t 81 62 77 53 0.36 350 64 73 62 100' 100' 54 039 350 60 91 100 100' 100' S5 0 1^ 350 98 t00' too' 100 100' 5F 0-15 350 100' 100' 100• 100' uw• sr. 0.29 350 19 24 29 38 ,)32 350 27 32 38 4u 135 350 35 41 44 0.38 350 45 52 59 141 350 57 65 74 91 044 350 67 77 86 io:' 0 4; 350 81 92 too* 10(s 031 350 " 22 27 3u 52 !)34 350 23 28 33 4 1 60 037 350 30 35 41 53 71 0 4n 350 36 42 49 St 81 -1 0 43 350 45 52 59 14 95 046 350 54 62 71 d7 tto 5ti 049 350 64 73 8"1 100" 100' rA'.e1UFer¢e kr times n-a)NUCY.!In 1 5�1*plCi Ip'IUr,c nx!Ut1e41w!'!acpt'.s a•cart ..�:•!Ii1P1'rMSnnum.,.ryln UI CCrer eKPPW too e 4nle TYiK'1 L8Y!n9tA.IdPOn nYMr*ary LO'4aclpY-.p lrtMM1detllnSaY SM1U+'n r'iOenWM.d0n1-1-`r$V, MI W"BSCipI NMNr TM R 11 YnuSWi"'ClOMSIa me . ^I vw SeAs 6235 CIA Yso MM kAfM.4R 14 IJJ (�� ',` MVMOKDFCOLLIER& SAE U d r I� IfjJ" C_- • / -y(p�r Ce•. Close-Coupled � •� `- Sewage and Solids Pump ' CAPACITIES TO 2600 GP'd HEADS TO 300 FEET The Clow Yeomans Series 6235 Close Coupled Pump I , has been especially designed for pumping sewage and waste materials Its troutle-free operation is assured by ,- • Rugged Constructic e La,ge Diameter Shafting h a Heavy Duty Eau Bearing e Steel Weer Rings factional) Clow coupled pumps require minimum floor space to installation and operation. Flip-over casing provides maximum flexibility for clockwise or counterclockwise rotation. Pump dis- charge can be rotated to any one of eight different positions. All pumps are equipped with double mechanical seals as standard construction. Packed stuffing box is op- ti snally available. Scientifically designed. two-part enclosed non-clog type impeller is available in either clockwise or count- erclockwise rotation when viewed from above. blades are generousty rounded to avoid trash hangup All im- pellers are precisely balanced prior to assembly in the pump. Clow Yeomans Quality Since 1398 CL;;.i. series 62$5 1 sewage and iblids pump t ¢ I _ 6 1 S 2 3 I FEATURES ll t. Man clog].Don and wad a sbmlwa Ceal Man'Mava. 6 Im"Har DYtaaa lull 3 Wid. hudened and ground f. polrela machxnkal awl Options: with So nu,"n altar 1 1 Dlpa Dlua te:aackaua ]. ] MnonoN gnaw<dor. a. Cwe wu ring ring and 4 r non ualna IapNlar wurlpg wimp l ]'hondi Inaaadibn✓ M Ste stelnlaaa Steel Dave.on elbow 7 -- - s SW kaswav ,in kat, aberleaa Main ra Mar anO cpmavr r CIese-coupled Theem most sturally co 1pdven deldry pit pump is the most Ties close-coupled l structurally compact m design, it particularly suned for sewage he stations and other pumps app9catLOns where overhead space 6 limited Pump impeller is assembled on the extended motor shaft. series 6231 eliminating the usual extra shaft coupling and v bearings Maintenance is less because fewer parts are subject to wear from friction and vibration performance w better because of educed power loss Hlp-Jver casing provides for clockwise or 0untercleckwise rotation with eight different discharge positions for each d'recbon. Pump Division 19%North Ruby Street Clow Corporation Melrose Park, Illinois 60160 Phone-.(312)344.9600 Telext TLX 72-6J22 Clow Corp MLPK 0 me c—c.'a ma CLOW Clow Yeomans SERIES6000 INTRUDUC-ION CLOW-YEOMANS f.3N-CLOG DRY PIT PUMPS The Clow-Yeomans Non{ipg -.,y Pit Pumps p•ovde The best in Waste Water Pu g Technoiog, Eighty-five VOWS of waste water pumping exlsei fence bac4 up the excellence of these Mumps. -hey are available in the fo0owing styles I Seres 6150- Horizontal Flexii Coupled Pumps 2 Series 6235-Vertical Close Couplxl Pumps. 3. Series 6250-- Vertical Open Shaft Models for use with Flex ble Universe; Shaf V" . Series 6260- VerUca, r lealble Coupled Pumps Basic Features found in Clow-Yeomans Dry Pit Pumps: 1. Flip over casing which permits right o, left hand rotation with the casing rotated to any one of eight posdlcns. L. High efficiency of the Clow-Yeomans Enclosed Non Clog Impeller 3. Design is prepared to use packing(standard)or double mechanical seal arrangement Double mechanical seal is standard on Serie, j235. 4. Axial gap clearance at impeller with an adjustment feature consisting of three or four adjusting Serew$located in the thrust beating housing. S. Contour shaped handholes ocaled in all volutes and su�.t�nn a ws. t 6. Capability of passing 2i:• to 7" (sphere). 7 High Strength Shafting, i b. Reanncis with a minimum of 40000 hours 3-10 life. 9. Dust Tight Sealed bearing housings. ✓ 10. HardenM stamless steel shaft sleeves 11. Vanes an back shrouded to reduce axial thru• and reduce stuffing box pressure Optional Features Available 1. Stainless steel or bronze wearing nnSs on case ei impeller. 2. Double mechanical shaft seals. 3. Spcnal metallurgy 4. Cho-,:e of driver and rontrnls —_ CLAW °iviueA lVlow Yeomans L OrDa at Ne OAP77,I mI O 00.S SF RiF560110 NON-CLOG PUMP CURVES 1750 R.P.M. MODEL 4312 C CURVE NO.. 34S8 A SPEED. 1750 I _ IMP.No. V-4575 SIZE: 4312CMAX.SPHERE 3" ~ DISCH.SIZE. 4" 200 _ s N_ 160 TOTAL M HEAD II by-1_ IN ET. 120 10' 25 H.P ' 10 BO —_ HP B I � . L _ ._._._. . 6 40 q x 2 100 200 300 400 S00 600 MODEL 4312 GALLONS PER MINUTE NPSH-ET. CURVE NO.. 3422A SPEED. 1750 IMP.NO. Y 4525 ��- -� •- _ SIZE: 4312 MAX.SPHERE 3" DISCH.SIZE- 4' - __- USE CURVE _.. - : I 345 8 200 ----IN THIS REGION t 160 TOTAL II" b z" HEAD —. N FT. 9 �` •`� 40 HP .. 25 80 - ` 30 HP II 25 _ 1 L HP A S HP I I 2 4 6 B 10 12 GALLONS PER MINVTE . 100 NPSH . LIMIT LINE CLAW IIiPowlskiD SClow Yeomans Carporellnn x 1`.rw.nl,Ron SERIES 6235 VERTICAL DRY PIT PUMP CLOSE COUPLED NON-CLOG PUMP (L FLANE DWG. NO. %990 8) DISCHARGE WITH STANDARD GAUGE TA!ONE SIDE In"N.P.T. 125 U.FLANGE I SLOTTED RIGHT HAND LEFT FANO PRIMING TAPS BOTH SIDES Holes IDS.] POS • FOS,I POS.T 1/I"N l.T. POS.t _..� lOf.l - POS,t SEAL BOX GRAIN]/."N.P.T.\ x GAUGE TAPONE 51091 rosy ADS.IT ros.I Ir."NPT. ADS • ros.I ros.5 ros. ROTE OISCNARGC IN POSITION NO.I fUR NISN[D AS E \ Z STANDARD OTHER POSITIONS AVAILABLE FROM I`I�,I IACTORv W HIM SPECIFIED E ' •MOLEf' Its"C,.. LE_ A � SUCTION WITH STANDARD 121 LB FLANGE A SLOTTLO HOLES. OVERNEAO CLEARANCIt j- REQUIRED TO DISMANTLE R IS PUMP. L I$OO R>M. ItDpR VM TR1Mf i0 C NOTOR CONDUIT BOX ._.. . IIn ux Tcv rw uux 101a� -7 x 5 Ip.Ic\ I.. II In 10I1$I C 5 ]1u $u TCv 91,a x05n 1i 1,2 5 10 I15 TCV 11, II IA II II] I II's 15 u.TCv roln IS Its I6 n I ia TCV IE0 2O I I/I ie In 16 Is 14 CASINO HANOOE $0 JO 286 TCV II/6 30 Its 16 s 36 AS INTCV :3 Ai CAL BOX WATER ll Iy) A 30 50 R6 TV 11 Ai. B F'LTER r vs CIS I .7 _ ;\ vD y !4 V SUCTION ELBOW Vx NANDNOLE. NOTE. MOTOR DIMENSIONS ARE HEMP,MAX. "ION IRESSUP 'AN FOR AG IVCN FRAM.. OR FLANGEOVCRMANG OUT.p"N.P.T I. v,CL NMP JIS. SUC SOl A Cl E G VD of V% VT I ouaenlIv.:$ ••.Ct .•.6e ]IJJ> 1HInf InI. u.IInnn ]]]]Awnn 1]-!n 1 nIIEi II1/Aa! IIItII:IlpJ//n•e IILJt I1InlST1 InIII."w 1 1uI00x ].5) AALpO ]p • FA IT I IE ng"i IJ vw a.E 19 2e9r1 1• n 11 ,n I c+w��•�+n.r� oacn:�..c,:•r. maiaca�- na m� y ■;aasrm:. •su¢r..n u+ praan�! afltil3 alap�tli LbZW l� 4JClow Yeomans E Co (SECT G,tN598p7 BI 101 ■1E3L� .tea]41JI::•n.�,� 30 -121 120 123 _ "a` icuci 1 12SI ' 127 124 is p21 22 19,30 �i ^S 24 52 25 -�ww 20 27 62 63 24 �URNISHED AT EXTRA COST,WHEN 36 .<� '; \93 1311 3440 w ..._ 'H I 1 SPECIFICATIONS CLAW •CLOW/YEOMAIE:D 6RY 000IT PUMP • MODEL: 4312 - SERIES 6235 ' MARKS: DATE: NARCW 13. icag J08 NAME: CUSTOMER: HONEY CREEK H.D. FOWLER LOCATION: WASHINGTON P.O. NO.: CLOW S.O. NO.: 2623 QTY: 2 OTATION:(1)RH-(I)L.H_ POD,. NO.: J DUTY: 500 GPM B 126 FT. TOM - DESIGN DR. SPEED:_1160 RPM " SUCT N W/1250 R.S. FLG. - _4_" DISCHAR E W/1251 R.F. FLG. - 3 " DIA•_SOLIOS TYPE: X 6235 - VERTICAL CLOSE COUPLED ❑ 6150 - HURIZ. FLEXIBLE COUPLED L] 6250 - VERTICAL LINE SHAFT DRIVEN � 6260 - VERT. FLEXIBLE COJPLED PUMP MATERIALS AND CONSTRUCTION CASING: V11 C.I. ASTM A48 CL.30 ❑ W/HANCHOLE IMPELLER: . �X C.I. ASTM A48 CL.30 ❑ -AE 40 BRZ. [] WEAR;NG RINGS: KXJ !139 CHROME STEEL ] IMPELLER 400 BHN FJX / 17% CHROME STEEL, XXJ SUCTION 450 BHN SUCTION: [] ELBOW ❑ NOZZLE - W/ CLEANOUT - C.I. ASTM A48 CL.30 BEARING HOUSING: C.I. ASTM A48 CL.30 WITH B-10 MINIMUM LIFE OF 40,000 HOUR, HEAVY DUTY BALL OR ROLLER® GREASE ❑OIL LUBRICATED SHAFT BEARINGS. PUMP SHAFT 0 C1141 Steel SHAFT SLEEVE: D 131 CHRDMF STL. - 425-450 BHN J S.S. 316 ❑ SAE 660 BRONZE SEALING: [XY GRAPHITE ASBESTOS PACKING WITH ❑C.1. W BRZ.- SPLIT GLAND b TEFLON RING ❑UOUBLE MECHANICAL SEAL 'W/CAR30N b CERAMIC FACE. BUNA-N iELLOWS AND STAIN- LESS STEEL METAL PARTS. SEAL/STUFFING BOX: C.I. ASTM A48 CL.30 G WATER BOX LUBRICATION: X GREASE �]FLOW THRU WATER [JDEA!) ENO BY U OIL BY PUMP BASE AND MOTOR SUPPORT: FADKICATEO STEEL FABRICATED STEEL BASEPLATE: ❑ PL4IN ❑ DRIP RIM WATER SLINGER: NEOPRENE 'NOTE: PLEASE NC".F� US OF COUPLING: FLEXIBLE ❑ GUARD WSIfION OF DISCHARGE. LINE SHAFTING: Y �], GUARD `� ' PAINTING FINISH: �n MFR'S. STANDARD ❑ CLOW • CLOW S.O. No. 262358 • MOTOR: 324TLY FR. 40 Hp 1760 �RPM ❑kgRIZ. X iERT. XJ ODP ❑ TFFC ❑ TEI,V ❑ TEXP C,.SS B INSULATION W1 I•io SERVICE FACTOR @ '0 oC AMB. J NAMEPLATE: 460 VOLT 3 PH. 60 HZ. FEATURES/K-DIFICATIONS_ h. CONTROLS: Sr+_ TES'iuG: ] HYDRO AT 15 x S.O.H. ❑ WITNESSED ❑ CERTIFIED PERF. (IN ACC. WITH H.I.) ❑ NON-WITNESSED' ADDITIONAL EQUIPMENT: SPARE PARTS: HONEY CREEK SEWER S-296 3 Approval of Material Sources & Related Corresp. MAP, II - . ,,,N•,;��n cCttiEA 6 wa[,. DAKOTA PUMP Water 6 Sewerage Handling Equipment SUBMITTAL DATA FOR VACUUM PRIMING SY_A'FN DAKOTA PUMP INC. Riverside Rd. Interchange I." P.O. Do: 947 Mitchell. S. D. 57301 Phone 605, l9M ."36 PI3'TM 4ecuum Pumps OIILESS motlels from 1 3 to 10 s ctm up to 28 s Hg Med'o d�rs�ortwtoso�r. Our piston pumps are designed so they maintain rated s105a 1110 a1110M1Mum NI5aft Performance as theyp O;r;- �r •1 a"vu get older When the tSlOn Hogs w•^M "w.r rrwti begin to was,with use Gast s exclusive lap joint lets ti x^ a•e e ke c.r „•., them expAnO 10 block an leaks between the piston'Ind vN 30 3 K• Ss 1.s :Tss , rings A stainless st¢el seal prevents IOrnt leakage from ~' rvu 1w S -1d ss t•5 Z`5 behind and below the ring v Sp 5 i52 _ro 2'S 1'6 MII SO rS1 5! $ 5 Let tests show that.size for size.our piston pumps ' xa �� ]tp � Pis deliver higher vacuum and flow per horsepower than '%W mar 40 tys Su other makes.So very oh".a Small Gist unit can replace • f au 1e a bigger Dump,and save you money svtr —iiw -fie i» i ja u s te3 ai Cortrodoar reph&A . All crlticai internal workings and the housing resist Vacuum days Seneeked 1e A az Mg corrosion The pistons,cy6nder5 and cylinder need,are eysnderd baremeysr aluminum A COffOSmo- es re istant valve d ,gn helps maintain pump efficiency by preventing foreign particles from lodging on valve seats Motor•searatwtod or aeM►r tr thud Motor-mounted models are built duecdy on the output shaft Of the motor They re lightweight (om Dacl and designed to fit into light spots $ape rate-drive models can be operated m a variety of way$with AC or OC or special motors.gasoline WVlnft.of with on existing power source Spread can be vaned from 1.000 to 2.000 rpm by changing the alze of the drive pulley Uneerw"henI l 01.11 .rated Gmee M$GR PoanrlernfN hsn IIPHU rxx.a.�..,w w.vw v._.r�..+..ere•xa.. to •IVI to 41. a t - T rMaeol VAB-10 (0-1 N" 5•pa.Me 0,n INCLUDES cw r•r[r... 3+a • Single Cylinder v«+. d • Fan Pulley ICW rotation hang " ! shaft end) .I.w vh . • Muffler RECOMMENDED '0 • Vacuum Relief Valve AA640A • Vacuum Gauge AA640 • Repair Krt K264 n. Me" 1 VAF-10•M100X �O�kaa MoloMoun�e0i INCLUDES Cw.w•[rin ( ♦ 1 ...w..• .v..e l i • Single Cylinder _ • Thermal:Protection to 11 11 q • Muffler as RECOMMENDEDVacuum I .w,o�nx�. N -N .r N n• A• nft•1 M . M Vacuum Relief Valve AA940A _ •t :uum Gauge AA640 0 Repair Kit K265 PRIMING CONTROL To VACUUM PUMP FLOAT ALVE— POL'f J�JWN& FLOAT SWITCH - RETAINING WIRE CONTROL HOUSING 1I' r1TIE DOWN SOLT V PING STAND PIPE TO SUCTION a � .. . rr Jacuzzi O .w FIG 1 �.+.�► Ynr wr1 wv 11nrT � Enpo-Cornell Pump Company ayffeff) •aY S FOR M _ Roper Industries, Inc. (Ohio) • qa lair r•xR0 tANt heYA ar"O NIN L LIQUID LEVEL CONTROLS FOR "OO LAM YOOeL•'" SUBMERSIBLE NON—CLOG PUMPS DESCRIPTION: Individual mercury Rost switches provWe a simple dependable method of controhinn pimp on and ult ! r,srratfon as well As ether alarm and control function, - ,akx p;mp ii ms rei wo units; On and off. wnsalwo only yplNnp Duplex pump systems requirethree units; On, off and M4G4L•see OoOR am emergency. Thee units function as Pilot devices to It I control magnet'' stdrten, contactors, rttays or control R.= i e ,., panels which start and stop the p•mps. r ' MODELS � Suspended Modell 475E is normally used in tanks or \ • ;.._! sumps 48" I.D. and larger It is suspended from a 4 mounting bar or tank cover.The weight attached to the ± I cable prevents it from floating on the liquid surface. Operating levels are ^ashy adjusted by raring or t lowering the cable. r`"Strap mounted Model 476E is normally used where Opp space will not permit the suspended arrangement. The cable is attached to a plastic strap that can be fastened TYPICAL INSTALLATIONS to any pipe size frofn '%••to 4••. Standard cable length is 20 Ft. �Y t•YL .M,� RATINGS: • All modes arc for pilot duty and rated 4.5 amps at 175 a. VAC, and 2.25 amps at 230 VAC. Maximum operating • tempeni,is 160•F.Switch Noss on liquid rise. i s � 1 •. as I � ^" + __ _rw_ n n • CONSTRUCTION: A memory switch with molybdenum contacts is snalr•1 in the double walled float which is made of a tough. hard, rigid plastic that is virtuallyscompletely resistant to attack by inorganic set'solutions,alkalis and mineral >• �... acids. The electrical cable is extra flexible two �.� ronduetor with neopnsv jacket Strap moui Moilel TYPICAL WIRING DIAGRAM 476E hi a raleeable Wlaibc strap. Suspended Model Me Pulse zmv s"Ask 475E has a lead weight. wGk&TK"ARTER rit OCURY BLOAT Ivan"es 9 F),.o w�...� a. Ai j o p � u....r- Moir ,%�p°Il �..►..� 1. Mar..., P.rp 4 V.__ -A..,� e V.i.h P1� / �.Cc-�+c1,v.��. .F�v[-/l� .�K 4�► ur.�f+7'�"tPs�. MWIAJM PRIME DETAIL aw.swllal nlr aF.mY t L r . nv pynlFl Ya+ a••rlc � �� r- rNy,yRr r«ul;Fwco' 1 . irlCO•« ^UWLtY4•)Nw FN .v V OI NR Wt P" `V ✓' Tt RC rI TWICAL D,I.RP! C NN -TI J INC PIPE CONN' 110N 4 ``��/ `.'rF /. �MI «_ 1 •• y ioil F.DtY.Mr•J I < H V 740 l ,I ' - . 7 r IY• V.O. O"<Wfnn Xq-rfvKK ^� I�� o.iiDc � na rQr tw � f •4a 4HL Ynf t � •� w< ,l C. ra11[Y PLF nV1,W rY.IF LL.1F r Y RL[n � n try Irr w el W.Y I�tUnIL IRrFn. 1 Q �-KL FXIOvi•l�+D.s �.. I t • mrY, �,�—__.. A•1 G. «u Wru.un.Vu Irlr r Im. n ,r Ia O'Ora Y.D - .r VO Fy< a.nr_.c n4 f 4FR "^' 4�' __ IA1111FE1Rw�0'rn ) _ PIFn WnnYan aN�r �$ a! cwua.t L t 1 r it nl Vr� O +i•N..' B r rF nlFa Q L— �. tOet(hNN.\ -vn Ylh 1 t\�` , rMwOaOtD•o 1 \\ 1'.L FtWa�1•(pOl I \ 1<p•LVW flw , IIrF1a(OIIR e � �� .._.. � nr:. �+_ �• ` t'.-11FrnF.IF WFIl1Y1LtN •�� _ �G[v AlD luC Nif � �./ � M 01.Wn(ir[(wl[If �l v � .� J! IY YYnF 4'1 W<0 F Ir r IPR ' I � �� G" •.ar rM rn w Lnw.u _lL.aiD 1. fly' Ir [ 'D� O` .al.Wne.r.R tunnF wnn nR Yro r.u..rW 11 r nY In. 't � �� •. � Y � � 71 y1FFYN KMn[rrlrnt mRIR R't n'.Y L r NILR :uo ruwoY � •r wDal wnt rinr Iro traLF IIIIR•wR, n pa lla anln aN...n Inaw r 1 r wr. \I� n+• � 6$ WY•Iw lFF[raa w sn.A.n. . Eq :rlwFw w wiu re nr rn no saws F'. .KWr wwm r Fm<a wfr F.w Q r•Ir.Yll'1. h ..�tw.nt•W10nI Nn..YN nr.wrR { Yw RM le r4(1.rw••• M•[IYOY• _ __IM.t IW.tvl<•U•r �� , • • I 1V1 ri CITT cv, R[NT. ON � uru.ru♦ r rrom .rYr• i., Holm CIWK Z yvL rrr+� �•!' RM SfA wu w .ra• '� `'u __ . . �"�� r••IIt10M C0[ MtA W1« [�VrYGYiON[ -R1 ii i INS V Y*3 • • -r1 l • FOG TITE METER SEAL CO. 1 o Motor Box 4819 W. Marginal Way, Seattle, Wash. 111/2 x mh moms r%r DIAMOND MATE DOOR .\ -4W LNTIMO INSt.,s COVERNO ESSI AT 1.IM l0.i ICII LOCK t E UNGTWJTS Sr LONG 11 EACH$IDS) VATJI�MQ lE01-� AT, AT { Vo- WE LEOE IE[ I� r t \`d gal �!%r ORATE VENT %r GRATE ENT I !P V.S. •Y ♦C r%1 DIAMOND SOLID Comm `Sun DDDR C � w des ♦r Wa^ COVER NO/W • COVER N4 M46 M.1,17E LEE. MIT.EEE LEE. COVER NO.r1154S 71TfR NQ mm IVT ESD L" Wt.I'M LM. OPTIONAL COVERS cx T u _t- P / ® Puih Inw•yTNw•1 PyE E In}MwnS.W ;r�oTu aS.EEM. SNmn Q>t)+7•.R.mm�r 15E- �T P.S.25 0 IM LOCK s _. _ .. S C COVIA*ITN A04 "AN( ` 2r a..r. u Lr �1 Rya• � a s VAULT -� srA �p In ✓. O� r+ 5 fCS eiRc� fox SLICING VAULT A"A Lp•A«M4 iM MTA roan 'a�aTe Au�,•ao+ 27'%62 i/2"X 30" •¢xn.•sleee. lnn IN,A!]-r'7•,AAnwlt!!-'!e' V pe 510 s • 116W IT t OFT�Ll -LMKIf LUGS Slid-014N 0 F AtE'Y.10N IT 2T / I 1 I it .1 y \ • / JUNCTION SOX WCOVER i .Y// •q.Iw LS S1 S 4W � mr 1 , tr 1 1 I i 1'� 1NT 1!]A^ w/ X� RISERNO.12"R W x L95 � 1 yY' u I Bc xT - _ OwSCr_• JUNCTION BOX AND RISER ®a,.,R.Ir•M+ru1 pa 1 ly�.«,y. �••.. V"X 22' X 12"J20 TYPE B ,uwn R+^• •••^-10^ i Ecom•I.a3-E160• Suaul 62} 2. R.",25Y'521 1RIE 130 TOWMM ---- --- -- _ _ - - ---- Subsidlary of • Tyler Corporation FLANGED FITTINGS SAOVIf 6MCI91CATION CAST IRON FLANGED FITTINGS shall be mode In strict accordance wnh ANSI AWWA Cl 10 and ANSI Specihccnons 616.1 (1250,). They shall cantor, to all details and dimension•published therein Olwt■■■Mr ttw -Die el 4 eye else now bse Fte.p MM Itsle sleneer ■fir 01ee. aC• .. ys6 OD. D1MN 16tsYewT Oke dbelk edil"O 3 7,5 6 75 .73 6 X.T% 6 9 71 .96 .75 0 %=3 6 It 9.3 1.00 .075 0 '. =3'-A 6 13.5 11 Is 1,12 675 0 Y.=3'4 ' 10 16 1425 1.19 1.00 12 '•.6 1 12 19 17 1.25 1.00 12 %=6 t 16 21 16.75 1.30 1.125 12 1 .614 _ is 23.5 71. 5 16 1.125 16 1 I4-46 i 10 25 22.73 1.5,56 L2S 16 1%=5 T 20 27.5 25 1.69 125 TO 1%=5 26 32 29.5 LM 1 SIPS 20 1'. . 5', 30 38.75 36 2,12 1175 20 1 ..6" . 36 66 62.75 238 1.623 32 I',.7 I Note: Drilling templates we is tr AtripMa of four so that fittings may be 0) mode to fact,in any quarter.Solt hot""it stroddle ten center line. e � p I .send(Me) I/0 C•Mtd(66') 1 16 bend,22". 1 32 bend Ill'. ) sago s71116 5709 sari --- - -- -- i�.. 0,--, s w� �.. dwsesAe■ Nt. ■tee D-..•,. w. si an..w.rn• m. 2 l • 5 u 2 2.4 21 12 ! 5.03 2 S 11 2 10.15 2.5 11 3 s 5.5 15 3 3.62 3 20 3 156 3 20 3 16.26 3 n 6 t 5 65 6S 6 6.61 6 60 6 10.06 6 60 6 20.31 1 60 • 6 _ a 0 7." 6 SS 6_IS.06 S _S6 _s 30.5 S SS_ a 7 9 I05M_ 0 8.4 5.5 90 8 17.62 5.5 90 8 35.5 5.5 90 10 9 11 IM 10 ]$.M 6.5 IM 10 22.11111 6.6 iM 10 65.69 6.5 135 IT 10 12 235 12 1125 7.5 195 12 77.67 7.5 205 12 55.81 7.5 205 16 11.6 16 350 16 13.96 7.6 24 16 2s.12 7.6 2M 16 50.75 7.5 256_ 16 12.5 IS 630 16 13.25 0 315 16 27.62 0 325 16 55.81 8 325 IS id is-6 030 is 16.0 8.6 A0 10 30.19 9.3 31111111 IS M.N 9.5 3M 20 15.5 Is 685 20 16.M 9.5 605 20 35.19 9.5 503 20 71.06 9.5 505 36 10.0 32 10M U IS-IT 11 730 26 37.49 11 7M L 76.11 11 IM 30 21.S 25 1755 30 27.75 IS 1335 30 5761 Is 1305 30 116.75 15 1795 36 26- s 24" 36 36 10 JI M 36 72.r 16 2236 36 167.26 Is 2222 AMA AWWAcIIS All 10 A" AMMWA CIII;A31.11 T7y.I"Utdo, a Dm4pn.a O Se•AP•t.�w t..m 7WI0•i2W M7 MI •Te .73 W 3.9•91 L_-.___ WR WD !Y REND OABRBT E RANOE r COLOR ®�^ AP=XIMATE X } COLON APPROXIMATE CODE — !ME -. -- -i CC°E- U�{ 11 2" NOMINAL PIPE SIZE RED tt.p - OD S9 tt.81 bA' OD SH. 1a- A' Sld Stl RED 12.u5 A' _Sld Stl. BLACK 13.1 k Cttw Iron X BLACKT'13+15_ 8' Cast Iron YELLOW 13' NC M.E. YELLOW '"-65 I6 B' A,'C M.E 14. A7C R.B. 14. NC R.B. 14"NOMINAL PIPE SIZE lurpLasumeramiroul ' BLACK 11 Com Iron �/ BLACK Is. m - Caw Iron RED 16. C M.E 6 O.D.SII. x RED 16. 4 iAi_C M E D_ YELLOW 1 16.4 M AvC R.B YELLOW 1640- �s- 16" NOMINAL PIPE SIZE 10.00'LPLEASE REFER TO 14'1 BLACK 17. Cal lt. BLACK 1740- 720 Cast IronRED 1800 _ OD Sit RED 16 �0 O.D SK 1 YELLOW 418 45 NC M.E.JAB , YELLOW so. A/C M.E.6 R.B. 1S'• NOMINAL PIPE SIZE RED 16, N 167o 10 _.__ BLACK t91 m '� X BLAC �g 10 1B.70 YELLOW 19.7 O 6 �vELLOwrt� fl 70 BL 20" NOMINAL PIPE SIZE — — RED 20. RED 2080. A BLACK 21.35 16 X BLACK 21. .76 YELLOW 21.7 YELLOW 2175 22" NOMINAL PIPE SIZE RED 22.85 A86 RED 2295 Bs BLACK 23.4a 6�s - BLACK 2345 YELLOW 23.75 ]S �) YELLOW 2375 N.25 24" NOMINAL PIPE SIZE -- j BLACK 2s. BLACK 2500 .so 1 YELLOW 26.t y /� YELLOW 26.1 82 -- STYLE 501 PARTS LIST - pm"mm" L At41ROi m weW- Pa791te ■M WT. 1f1 " law 4' 170 5 4 w. 25 5 5 6" a. 32 s 6 6" 12"- "'si4'" 7 6 lox. — 14" 98 7 9 10'W 16' 772 7 t0 lox` Ir 134 7 12 1C:9' 20 139 7 to lax^ 1 22" iss 7 13 tox- 24" 220 10 1A I 1P 1b 011oaa.wwnnn.00 apswrobmwwa swn paow TRACK HEAD BOLTS w/HEAVY HEX NUTS aw�M mulpe to sem ape han sso•4 rew xw1 npn mw a ncn asses.r x X 8•' 0 u 3=4"an• b A:0•srcmunn Inrnwewstboe eot1ww•w•astirsWl aX411g To nY".'�) qwi e. /vG roupn brN Mlpp nunp"'.SDs N06•110i x x 7014" t9 Sm Pints and lueon not shosro 5 S4tnlsss Steal Bolts 6 Nuts P O.A #4e o ss to.sW"nalwn ROMAC INDUSTRIES, • • INC. <.•• .h , STYLE "501" STRAIGHT AND B°T". 5765 NR&,A TRANSITION COUPLINGS 1206I 62e6491 rAw.ua78t ,20DA2G 9l°, MATERU:SPECIFICATIONS CENTER`,L-(A D„cum R(M,i,K0 von mAeen9 n,exc M,ng ASTM A 531i P Yelww 4 lD Nn NYlOn"pp.Y coat.npt ay.n.Db END 1111VI6 0, 11110*1011)von -119 or eKNa 119 ASTM A Coo, coN I RED for D D AM STD STL.BLACK an l YELLOW cn And NC .T GASKETS:VIlln SBR copw`K%d la M ew ano awe.NrvK'h rte a r•601 exN eN;AS m TM D2C00 3 M715 Otiwr cornmunos evaoah r for Nl aK COUPLING DOLTS AM NUTS:H,g,st.N,n.Nw a"elaal twkY x.is IIalKnel NA," ru Mnia with.K l M.ntAs.61A Mars enyn Arto AtA,F vaAo follows AW WA �-t 1 t GI ipKilif2hOna TMeNN praKiAO wnn n,ashc UpA on AAM Doll ena ONE END By OTHER END GASKET RANGE _- COLOR MNrI APPROXIMATE X ,COLOR � Iyl l APPROXMATE COOE _ S _ I:EF I 1 CODE YIDS D uaE_ 2"NOMINAL PIPE SIZE RED 238 2.56 Sid Sit AD I. d �( } RED 2.38 tm I Sid.Sit AD 1. 3 NOMINAL PIPE SIZE 7 ~ RED 3.48- EGA Sid a SEE Blo.SII. 4" NOMIN_AL PIPE SIZE J /� 3. 4.0E - O.D.SII. 1-- - 3.80- 4.f51 O.D.50......E RED 4. 431 MY Sit RED 4.06 4.3, R,V.Sit 4.SD ,4,7r AM Sit. 4.50 .70 _ is c.Sit _ 4.80- A00 Cai Iron X 4.8 SLD Cast Iron 4 BLACK .74 E./0 C.I.A NC M.E. BLACK 474 f.1p C 1 A A/C M.E. 511 A/C R.B. _ 5.11 Ty AIC R.8 V LOW SPECIAL LARGE END RING 5,40'I.D. _ YELLOW_' SPECAL LARGE END RING E.40"LD 6" N_OMINAL PIPE SIZE_ _ 5. 010 - O 1).SO --= 5- E.to O D.Sit -- RED 605 E3L Rl Sit RED 6.05 E.30 RIY.Sit. 8.55_ 76 ._ Still sit �� ` 6. .16 Sid.stl. 6.90-� 710 Cast Iron 8. 7.10 Cast Iron BLACK 6.86-A7.20 C I A llC M E BLACK t396 720 Cl A A/C M.E 715 _ 7.35 _ N 'R.B 7t5 1 A.�CRB._ _. - .._.._.. V LLOW SPECIAL LARGE END RING 7�5':LD. VELLO_W_ _SPECIAL LARGE END RING 7 45 LDS N MIN_ AL PIPE SIZE 7 810 O D Stl. T 8.10 00 Sit RED 605 6.30 R,v Stl. RED 605 $30 WY Sit 855 7 j _ $to,SIL 8.55 '75 _ Sol sit 9.05 9.80 Cat Iron X - 805 9.30 - Cast Iron BLACK 8 99 9,40 CI ANC M.E. BLACK 899 E.40 Cl A NC M.E _ 931 A/C R.B. 9.31 _ MC R B YELLOW I SPECIAL LARGE END RING 9 TO.1 D. I YELLOW SPECIAL LARGE END RING p TO"LD. 10" NOMINAL PIPE SIZE RED 93 0.10 A' l O.D.SE. 9ED .10K O.D.StI. _ 10.7 1. A' St0 SII REO 1 70 1 r 00 A' _ BLACK 108 1 _ st Iron X K 10. - 1. Callron i YELLOW 11.55 1.758' A/C ME 1'.55 1.75 B' A/C M E 11.80 1 NC R B. , YELLOW 11.8D_ AC R B 9169 M&W Gate VAes • Styles 67&68 i AWWA Double Disc-Parallel Seat 2" to 12" - 200 PSi Working Pressure 400 PSI Hydrostatic lest 14" to 42" - 150 PSI Working Pressure 300 PSI Hydrostatic Test .nnteIN++ HIS • Na P. { .- N is ',:. ,3. 14 'IN % N IS % % 21IS 1`Y YN B W�In _P.n _. 1%% I1% a% M % Yn� YN f Hub Ptn _ — T N X 4 Mwb M 1. n l.npn_ ",P.. 4I • J Win G.m.ror� --- w iTw E — — lM iK IY`l-N % 1'i INT 2w I £w uIM e nh N.ur % N t4 17 m % mix w w L N.mIv.nO Wme* M 0111Mb %-N ,1-w U-1 I% Sx�-7Y t-1M 41 r MNW 0 A r Y X i p MyWI IWI% .p N sal.-Bill- 4 — - - _ y _ IMIMAIII11,11IM112 U%1 _ 1 _ _ _ _ _ _ [ I in i Ift 4 1 X\ — — aN — — — — _ — — R _ • K X1 1 I R I R N R U 6110111, M 1 R Mu P.P wl WNW a1 win ro % 1 IIN 1 N -` vmro 1 f J ✓) NO7f S•I.rW �T!%'M4F IantPp(rnt'�an01cM G.WPnd. M.IY.nP ifr W.r.it AWW4 rrot r.c.M�nJ 4y•W W. S.Fwmt 8765 Md E766 W PMf Lnl (1111V ._ . �...... .n �.. A-4.fNra.Nnw Fnam Patin M&H GateNAlve Parts • Style 67 AWWA NRS 1 I Iron Body, Bronze Mounted, Double Disc. Parallel Seat 2" to 12"--200 PSI Working Pressure-400 PSI Hydrostatic Test 14" to 42--150 PSI Working Pressure-300 PSI Hydrostatic Test Parts List For Double Msc 1 3 Body l nese Mange. — steel aron2e 2 Body 1 Cast bon 3 Seelowl Plate Steai 10I s and Nuts 4 Body R'nB 2 Bronze 5 operebne I Cast lro Nut 6 Bonnet l Cast Iron 7 "0'Rme 1 Cast lr Seel plate 6 '0 Rings 2 Rubber 9 Seel plate l Afbe to Gasket 12 Bonnet 1 Asbesto v G+akel Ie Bwly — steel Bonnet } Belts and (i NuU 15 Stem Nut l Brwaze 16 Spreader 2 Bronze 17 Drsc 2 Ph' an under Bronze over 2%. Cast Iro with Style 67-01 MetrlMein9 Stern alas Bronze M+bhealral Jemt fees Ring 16 Locknut w I Steel Lnckscrea Erns Connections Accessories Style Numbers.NRS By ausM bns 6W4 N sew eenun +aM Fll flea iMna.a ra.c76n fqn y'.wft I.,<'ea 5 f W m Mechanical Jaunt Ends Eeauan sums .a7N C4nab fpr,6wm 67.02 neneed Ends Case IF Ip,a 6.6N 67.03 PVC Ends Ikeas hits w ii.,s+. "ens:WA Msseei fern '6N 67.04 Asbestos Cement Ends 67.07 Bereaved Ends 67A1 Ccncrea Fpe Hub Ends 67.09 Hub Ends 67-10 One End Hub, One End Flanged 67d3 core End Flanged. One End Mechanical Joint fdmdjM D•ewr Mamflacfwxq Dsrmen:pe4M Indus H.In, AiwaMs Operaeee. FORM 875-5 Styles 59, 159& 259 Dresser M&H Check Valves Iron Body, Bronze Mounted. Full Opening P R Ni b�MB 4YIB� F i .• Q . . D • SNN SIF-07 [no Style 59 02 flm9ed End StyN 15102 llanpad End i S%M 69-0}_ FlYyad and. ana n J ,-BOLTSD i H -. N G . �i-� -- % F E J'BOLTS 0116/1F02-1 and SIFT."411 Me[Radmal Join,End SW,ISS U llanpad End TH-3m gyp•1-»r e+d w•.yd " DIMENSIONS IN INCHES EnJ to nd revel [ no to End-Rinded n �'I 1 r ;a N M 16Y V% N H% F Flan&T%canea % %I '% 1 1'h N, lA 1% lie to in% I% N 0 fl.,,Dumele. b 9 10 it IV, i6 ii', M - , L' k% ' a H BW Gmie 1% 5' b t9, 4 4n 11% ;9, V 13% 11. ' ti% W 29'y % J Number and Dame%r o,fu^&Bnb 1-% 1-% a-% /-fa 1-% 1-la 11% 11 '6 II-% 14N 6.1 16-1% 10-14 20-t• 16.1% N Ind 1n End--MtoMmG'.v^� 9'h H., it., 11 24% a% 36.1 %% - L ID.of Hub-Nac%anmai J'.'1 210 406 1w •on 1120 lib 9 I1N 21'1 M C"th Mab-Macbangal Jant 2% 2% 2% - 2% t% 2b I% In M 1%N Eldt C.rCN_MKNanK4 Jnn1 1% 6% lly 9% I1% li Ib% ! 12% 2Sn0 NHlnbar and la."w T Hato out. t-% - Lla 1,% - 6-% 6-% 1-% 9% 1-% It% 16%P Ol~',of Caw, 6% 6% i% 9% 10% 12% 11% I9 tl t% 2AhR Y% 41% Q GnN.V4va-Top Lowe - SK b 6% 1% M 1/ R% 1]% H,6 ] A 21'" 21 R% — U w B �n Law 4-4 vQ F- Can*, We Oa_&' )% -% S anW W.I.Von to End i., RXII12 e7?4e2 A i Styles 59. 159. 259& 259-(0200) Dresser M&H Check Valve Parts Iron Body. Bronze Mounted, Full Opening Bronze Faced 2"to 12"-175 PSI Water Working Pressure-350 PSI Hydrostatic Test 14"to 30"-150 PSI Water Working Pressure-300 PSI Hydrostatic Test 53ti: amm B.mrc �:tee.t 59.0E Plarn g.pn:e Ftangt0 5909 Pam &Vnx Nub 5901 Poe�� Bw'e 41KMr,"I i 4 . 4 a i 3 • Y y grunt.faced Check Valve. Arent!PAC"Check Valwt Stung.Fated Check Valve. 2 tlneu... 5 Mruu9h 14 16 through 30 Parts Lost Parts List Parts List -a.t Re Pary Rt Part IN, No Part no mv."Jl NV Pall out Uahn.. No Part no Yale'.., 1 aptly t Cast bon l 9o0y 1 CM lean 1 tlodY 1 Cast von 2 Cpwy 1 Cast Men 2 M" i Cest iron 2 Cdwr 1 Cost vpn 3 Owy Rn.g gronte I Bad,R.ng Bronte 1 tlaaY R�np 1 gronte 3 41app!• g.aVe Cbboer C.YI Irpn 3 Cl.pplr 1 Gst Iron Clapper Arm I grate all Fated Sri Faced Clapper N., I eronte 5 Clapper Arm , gronte 5 Clapper Arm 1 Steel a N.0 Pr" t Stam3a5s steel • pauper Nut I Brplte 7 Capscr!« Val Steel 9 4da PI 2 Bronte t Nmge Pm 1 slnnleas SI<e� 9 Nmge Nd I stillness slee :0 And Nut 'far. gleel 0 skid Plug 2 Bronre to Cover sat Val stet And N 10 Cpeer"t Var. steel and Nut u Coas.gasket 1 ASMstos and Nut 11 Cowl Gasket I Asbaatos 'A Sme PWR 2 Loppv ll Cotter Gasket I Asbestos 19 Gland _ CAM bon Gasket Ascetics 13 nappar Boil I Copper ern.Gashed -; CONer fa- I BrontS Gasket AslNslos 1.0 Wand stud . swi 14 Side Plug '. Copper and Nut Gatlin Asbestos 21 Clapper Cap I Cast kph 21 Clapper Ball I Brata PNte :9 Cotter Pin 1 gronte 23 Lack Wue 1 s" 21 Packing Val ww'Cated Pa. FORM 877-Bd ronze globe valvA RED WHITES 2'0 Gi0%VANE s tK nVnwdad la ka,W',.sage..dotnaNC vale,..:as-^es 0'e g t-p a svV^qt- \ ou,abMa to,Ioe p'aaWY nata'Vi m Tn.a stnval0 and Nona 91,00 v nM a n"Sail"aM'IW,too leonnat in too.N NRe,"Is. 1 4vaabla in 9 sans trot\'to 3 Conalww o 01 45'•.-"Svdlua.ASTM!Q Met P11110,01 el Dun slam ky Fwarin no*~Im 1„paled sYam 0 " 'rva•e• oa gas 'S aNk NN paeuna - ` - w e u FNatn 0210 " S P •Spa N C G BRCNZE D SC SWrvE.TIRE INSERTED BONNE' SCREVIEO ENDS . _ _. sin N' Sj a' 1' PA' 1%' I. __iv*' ]' . . Z, 3, N a°, a'e. REO,V PTE S 2•'and 2t2 G.OSE VALVES a•a wommClao tw'eta0re sVsld, O 9a„afa,un,"an ane,m.wan. ai or gas I,naa _^ Tnert•a o' "AT!t AmIest'v "we a<!a aed e,•o 6.0 caaq'oy-copM'own glove va,,tt nave,a,."sale,and:nal"gonv,et i._. '•ava uee m • 4M5"Y . 'a 3 2'.2 a 0-1401e, n a ans ndm'. to` C.MEI!uCtW W&5555 Bronn DV%taco WmW,9 pnasun non-atteell PUB Cow wale, h, gas 2T)c aaftraaaa5a 1aa1 pmemmm Son a[ See, 2pp _ 1 Bi►iH3 Fy,pai FIWM pal '250 W 5 P 200E W OG INSERTED a't.NET BRONZE DISC SWIVEL TYPE SCREWED ENDS tka u' N" %' %' a' tu' 1%• i' f%' 3 A 1% 1`%. N 74. a 3% 3'%. a% St. 5' . S 3 AVs. 0. 45.,. Bk. rI B% 3'. C I% IN 2'3 $ 34 N 3'%. L'%. 5 "WM M1125a W SP 2Wa W 0G INSERTED BONNET BRONZE DIY. SWVEL TYPE SOLDER ENDS' Vat B 3. P. .^. 5, 0 2'.. 2, 2`. 3', ' • MbNN.HNN. Nu.N.NN o.000. �� A ♦ iuiiioi�iiiii iiiu iiii� ••:ii:••..iii�.(, Model 825Y Flow Ctirves IL 10 __nN Nm Nm nN..V ONH.M. .NN N. • ..uw oo.pN. opuo•uuo. � 1 1' :eeSeEE= tt 20 19 IA .'-N.A.•��-....N MNY•N�..N..\N.. ••1M.... ..H..p••I 19 77- .M.f..N\:Siii�•.p..iiY ��:i�%M:N H��i N�� • .No..N. ... .N� N.N. \• _ .MM N•p N.N.N..H.H NM•N•M. •iiNi•NNNN..�...�.N.•.1-.NM ••.�N - .N.•MN.�. M.N MN....M .N...Nw...N WMN� �w��i i•..N.i �� .1 t Model 825Y Reduoed Pressure eP°`�"°^'r,�°��esgnel Backflow Prevention Device Me Modal 825Y provides cons'stenl oper(3/a" Th ru 2") ton ronmee an in the harshest water en nls. OperatimW WAW Oft are perfor•ned The 11,110de1825Y Reduced Pressure the differential relief vale will open pea a' IUI Of Helm Y devices belme Backflow Device consists of 2 incee- ma lAlrl the proper differential delnrery to the W Pendently operating cenler guWed a t pw heap loss spring parted 'Y"pattern check.vales Standard fematim of Irte Model 825Y Reduced pressure Backflow Weventer a Reversible seal d,sCs entend One ht vahre call dependent differ- inClutle the F body design foi low c5liv reINN vat@ The device automat- Pressure loss.reliable operation aria a Available wMi at,gap ata'r` between ren tho Check valvWSn the"least 5 easy Serviceability At thP, between tth Check vales to a11ea31 5 Y ty Erel p de' Modal®QSr SELECTION CRfiERIA �I ravel man the inlet pressure w. O a how rates of s to o IIN.Per •'+oh ha:ar" warno the @2,SY has one of the wwest a-�.; If the chherenoal between upsbaam rnatl!asses ir,the,ndustry •�' and the tone of ttw tnn drops to 2 PSI I Obco puro&shas FIOw Charts obtained it Features of the Model 825Y (� r'thru 2 I tWNNNG SUa ACES WECaWUag3uR C"FOX VALVE CARE HEAVY WTY aaoY OF THE CENTER STEM FACES a,.,.wen r. FYaatl rvuiM af.a DEa1aN r.n.�.�• WIOEp CHEClt9 rr�- Ie�.Nran ii^. boor dune cape a'd 3W oinawe wne•nb.rim-. e.r.Y*reeat.••. ,✓ro+Re�.o-v•aar. bwderMu`+wan <ar iw nx!r Mn eY� rEELa 1tM6Mann RW b14A111Wbq �M 1W1 a , a a a 1 a 94 PSI l MIX1UlAR REI�E[ THE WORKwo,e S V4VE MECHANISM SMriE RATwn n.inx nrE nTERNu vRES r�o.�em..uxaua aav pineal rna 1M 3msiNs"N(I T} HwwR.roNec•Mmm •gAananawnow aM[WSP4 dn.ow saw�gw�w Fx+ar MaM lacb'bNp ra3nM an Mquwa H.aa aMnFb RN, rnV tiMTM E+FEMA FwwppserMr�I�ROM Qlr�a�aFlbltlan E1pR er waMrMs oMNEfmrMarra. �FIn FrMMA •orFrra tV a wro+s airoM.ry ukmb a1 a.rrr.n .eF HOW THE MODEL 825Y WORKS OPERATION UNDER VARIOUS WATER SYSTEM CONDITIONS - i NamM FM Cbrtlsbb BadiMdbnea Flow co.*= Sark Plaaeea Firw Calaaor I eOM Crrea vairaa Fyaal ISaenria Ch@O VMra FOYer H. D. FOWLER COMPANY, INC. +3440 a t. ap+x STaeaT DUCrnX IRON PIPE FABRICATION POST o..+ce so +aa 6ELLeVU[ WAS++ ae Ogi T�N±� OAIA � wTION PHo«e m1oa7 TAa-a400 ULICIIIE 11M PIPE to be used for flanged piping or grooved for grooved type correctors, shall be new pipe, minimm wall thickness CL 53 per A.W.W.A.0 151-75 or A.N.S.I.A21.51.-1975 centrifugally cast in metal molds, thin cesmnt lined unless otherwise specified. As a standard practice, ductile iron pipe will be furnished with cast iron flanges. Unless othe..-wis: specifically directed by the ,purchaser, flanges for ductile iron pipe shall be cast iron. Flanges shall conform to the re- spective dnenical and physical properties specified for gray-iron and ductile iron fittings in A.N.S.I.A21.10 or A.W.W.A. C110. And shall be faced and drilled in accordance with CU25 A.N.S.I. N.16.1-1948 or CL250 A.N.S.T. B16.6- 1944. Please note, however, that ductile iron flanges are available on an additional charue basis. WALL. RINKS (SEEP RINKS) welded on flamed ductile irm piping shall he 1 oiecv mild steel rings with a minimm thickness of ." and a mirimm tlarge of 2". A full seal fillet weld on one side is standard. FABRICATION PROCEDURE. All flanged piping shall be in strict cavlian a with A.N.S.I. A21.15-1975 (A.W.W.A. C115-75). Ali grooved piping shall he in strict coupliance with Victaulic Ccrpa ny of America specifications. Ductile iron piping shall be cut to approximate length and grooved both ends (For grooved connectors) or threaded with any American standard iron pipe taper thread as per Specification A.N.S.I. B2.1. Flanges shall be screwed on tip'. with the pipe ends protruding beyond the tare of the flange. Bolt holes 't be aligned by Bch ucal means to assure perfect alig�t of the two flu . Flanges shall be machine faced after installation to assure that the pipe end is flush to face of flange and that flange faces are absolutely parallel. On Flange X Spigot end piping, spigot end shall be narhirne cut so that end is cut square and end face of pipe is smooth and flat. Flange faces shall be painted to prevent corrosion with a thin pruner cost. Py.AP$ SEWERAGE WATERWORKS TURF MAIGATION 14IIORAC • • i.ea«2T.9cnye v, 1, N#DUSTIWS, ' STYLE 400 STEEL COUPLINGS '06..,n W1 5 SrOs WA 114 `° eD.32'2 ales. lwo° FOR STEEL & DI PIPE 14"-24" • 120811SN6,9t 1ay.si•ie5 ,em+2ee3„ MATERIAL SPECIFICATIONS: Middle RNgw &nemd. hared or formed carbon steel With minimum listed Of 30,000 psi USE: To flexibly couple steal v d D I End RYyt Contoured rolled mill section carbon cape of the Yma diameers steal End ring thickness determined by pipe O 0. and pressure rating SPECIALS:Center ring"h and DarbN:Virgin SSR compounded for weer service thicknesses not Mown,special OlhW compounds avelabe ROMAC MAOF linings area coatings desired. diameters and pressure ratings BOLTS And NUTS: High sirengtn low aslo1 steel not Mown.PRICES ANO trackheaa bolts National Cosine roll Inreell With AVAILABILITY UPON REQUEST heavy hex nuts, the black finish Rho steel used follows AWWA C-111-64 Specifications Threads protWted with plastic Ceps on each bolt and PM1F Rmmnr chorcoat for cOrros'nn cuolertion m t•ansa St&'4W Steel C"Ings For Steel Pipe O.D.a and Duane Iron O.O.•s B"To I9Ai MID UNGTM AaVROa Ado eals law MOO. ' .'ION e�A MIImmolA. Pea am ; OVER- MV CATALOG LOT T9ee2M "Go pa s L••roan Am AND ,ag11[. �. Au. t IPWO Nuraaa set& 9a k a LAC on 0.0. AAA LSNGTN slO9a laoo sr.t0., 510 la'., 11- 52 ,0o-tao0l 11422a 1.00 \.T a-N•10M 750 /1'+ il" e0 .OP1.p0-2 19e 1, fa t$30 ka7 10W10M 7S0 tW% 11" d AM15302 2„Se — 1530 Y.10 1pV 750 ts, 1a" n0 a0P15303 261,. ,600 'aa7 tPW10a aa0 20. 11" 60 a0P1allD- 1N9t - 1600 Ya7 1pW10'< as 20 11- a7 .0t1.,Add, 22a 03 16 n 40 M a 7 lo- 105 *6 20': 11" 95 .D},7a02 23a ip n9p i1 lt~3', Am20. 1." 120 a0017a03 29569 j ,eW '.ai 10W101, 4100 22. 11 76 a0=0, in" te00 ♦.T 10W10'S Soo 221. 11- 92 at10,e002 24003 to 12,50 N IAW10Y 59D 22 r+ 11 '05 40019502 1 251151 low iaf0 112i013', sm 22'R. 14' 135 astii9603 371a, 20.00 •a1 12-W10'o 7�10 Z. n' e; W020001 21692 700 Aa7 12•lW1o, am tea. 11' „8 .W0ow? 1 263,4 20 21 sip ♦aT 12-WIOr sm N% W 120 a0021e02 34649 2160 %.f0 12-W151 SM 20. it 147 40011003 4356, 2200 ..7 ,4W10: 330 26, 11 9? a0022001 2.536 22 2200 \a7 W%.IVI 490 N'+'. 11 127 e0022002 3WO, 2400 ..T La.\.10. 3G5 26. 11- 106 a002aU01 21]13 NOD ♦.77 1a.,.t0. a50 26. ,I 'Q a0 NW2 2' 2560 '50 0 \;l0 I4W 3. .56 14 e 50 1B 'e3 I Od255W3 5ie09% 1 Ductile Iron O.D's not listed can be suppled—*&me price q Shown 20r OIHs"A'am Order by O D LARGER SIZES AVAILABLE'POA DIMENSIONS _ _ oc.wc.�„.oerwwa rna�oon. TO ORDER Daferminex pipe sue and middle ring Mickneea A 5!aTa•pill MK.nar- .e -1 and length Any special gaskets.linings,nuts ,nown m hump and bolts should be deathbed in full B Sivaw,NnpM—crown —"h'•4 • EXAMPLE You wt.h to couple 1E"O 0 steel pipe with a D onrsil oanlste Win�n Wan thicknOse Of 250.Order Cataeg lnt'n - 040P1600-1 L 0.",couphnp xiNth—adid v totiw Nn91h of\"earlier s pMb 6AIR — 27 OUPLINGS AND FITTINGS or Grooved End Ductile/Gast Pipe 3f AWWA Dimensions STYLE 31 COUPLINGS 1E1ia—TiM T��--.r—�-��—c�M.�•--�,,,o�lt:�aE.E. Sin 00 Prtatara taw Was h tip S T 2 of WAM lap= FY ths' Seal" CMNM laiFw MEMIs. Us —�396 5M 6.200 gy= 1 21. 026 5y N 2" 50 a - 460 SM 9.000 - 04, 1 6 021 6ri, 9 70 111 1v _ _ a 9 905 am 25600 0k,. 0 0" 11,' ,..- ' h. ' 155 � 10 11 10 350 33 a50 0� 0 48 O g 13, 16 7>, 210 12 0 30 W; p, ",3 1 . 20. 35 Is t530 I'm 36'00 0y, 3501. 17 ?1 N9 — 16 1740 150 356M 01 0 .4y. 016 20'. 24 3' 531 Style 31 is designed with voss-ebbed Is 19S0' ISO 447M 0-', - 0.a 0,4 221.- 26 3' 726 conStruction for maximum strength and high beam load Capabe1119s It 15 20 21 W 150 54.900 0-', Oil 241, 29 3' 967 supplied with a Flush-Seal+gasket �'b (grade M or S only.specify choice 24 -2500 ISO h40 0.11 0 33 oil 2% 33' 3' 430 on order see page 391 SWIfically designed tot^ucwe pipe wrfaces -Worb'pe•etwin aM Eia LW i'9u't+wbaHC.++ooe.tlV+:✓3'^.Jere ^wao'o1•n e«+• ALAI AWNAG-aWysukaakww AfieefebMI I.T aelliwa'M Otfit i'e^+�...e.•oe'v onry ar wo•-pre0ebbMaile•k0'u+ STYLES 341 AND 342 VIC-FLANGE ^ ADAPTERS eterna Pip00 gawk alt•s Sun ■,•Sump AppWe to Salt 0.e FPSI lLk a El 0iwpsNp 8wlan WSts twee.+� ImMi kitaM BSI lal etw IaMs A 1 j S S lY ,...w..,..... SNt IMktt Istao' Style - 341 V¢-Flange' Adopter .»..w a 460 250 E 500 6 .3 9 i W S A A — S 690 250 9300 6 11 ? 690 a 116 •,� S 905 250 16000 6 ,J 13 11 1 . SIN IT. 170 t9 1110 250 23700 IZ ,k 16 -4 1 tn0 I? 30 'CO I? 1320 250 34000 12 ..Jl 19 ' 1- 1320 1E 16�' MvIe-342 Vic-Flange*Adepter _ _ '?CC__. - .. ___.�_,_.._..._._,.,jSJO .�1Bt an It t570 - 3E 7pp 12 4, 21 tb••, 16 "k0 150 356W t6 ha'-. 231- ?1, 14, 1740 It', ISO Is '950 150 u100 16 1',141, 25 T•' 2', 1950 20 $00 Style 341 and 342 Vic-Flanges are designed tot direct connection of 20 ?'W ISO 5E.900 20 1++5'., 27i 25 ., 2tW 22' 940 Ilanged components into a radius grooved race pipe system of AW W A 4« 24 2560 ISO 76 am 20 1'..Sk, 32 29'; 2', 2500 27s. MO dimensions ThespecWgasket(Graft Ink .M or"S I sees on the pipe end and neI"m e.w+w trd Eft lne'gwa wat o"se a'pe'p W 9'vwaa mtctortsnt+Wri' meting flange face The gasket mast be ..NS1OkWwA c eet•gc'Mom•Srve Wretur+++umcwr<w.e«cee•x.'w 9roewrop.«.n esembled with COIOr Coded hp tin pipe .1d note�d�w o'«'.enats pal oea"eti+�rw1. „ro app'<wM+en'•nw .ecamnar'aw end and other hp on mating flange face 25 SCHEDELF.40—AST%l1785 St:nx61,011111IIb.l'IU1o{TM w 1 S.I'n-iml 5Loukn,l AS"Ila TYPE I PVC 1120—TYPE II PVC 2120•• ;uxl h:'4sa7w'Nvd. L 14,RA 1rpWrlaT aron waai�7aN. _- werlwL tad Rg,R11 wuun. TYPEI I TYrE II Nima,a Napa w NOw1lUL nal MLL FNO gall li Re IW 0a I.e. waal L/�•• 2450 5.000 ib(' 6COPSI 600151 840 622 109 3255 5000, 21 1 480 480 1 050 824 113 1" 48.55 4,000' 316 450 450 1315 1.049 133 11/4" 57.10 3 000' 37C. I 170 1.660 1 380 140 14" 6835 3 000' 330 3 j^ 1 900 1 610 145 2" 91 70 7 0W '30 '!. o 2 375 2.067 154 211z" 14555 "000 "'' 300 300 2 875 ?469 203 3" 190.25 ( I I06 s 3 r ,If.(I CFO ; 500 1 3 068 216 4" 270 Q5 I 1100 : 70 -'0 4 500 l 4.026 217 I ••s- r•nuD soQ 6" 476.50 60or 358 0 180 180 I 6.625 16.065 280 1 8.. 738.45 360 9550 160 160 'SI^t 'ar 1F01 orwcaaa rLMI. xe 10" 1019 80 120, 765 0 140 140 10 750 10 020 265 12" 13d8 10 120' 1 C 10 Q 130 130 i? 750 1 I.938 406 NOTE: Select 8rusn for Cementmg 4t Least 1; D'ameter of Plpe-- I E ,4"Pope. 2" Brush !ard.r J ti!cl, t tt..,nd.liu eixl IShcet;rld SCHEDULE80—.4STM1785 m.. .I-�P.Iduloilat'anDna.b' i',S. A.-CM 1iXi TYPE I PVC 1120—TYPE II PVC'2120•• nd t :ygn,n.,L firmMIN ILIr LIE,ela I NOMIM\L A NUlk exr3 Molii•L eLuw 9.o ll.l o TYPE I TYPE u 'wo I.AL NOMINAL NOMINAL till 3150 .I 8501IRS1 850PSI Sao .5d6 .147 4111" 42.65 690 690 1050 742 154 1" 6250 630 630 1.315 957 179 144" 75.35 7115 520 52U 1%0 1 278 191 DIV 91.16 68:' 470 470 1.900 1.500 .200 2" 126A0 944 400 400 2.375 1939 .218 214" 192.40 1440 420 I 420 2875 2.323 276 3" 25T45 1930. 370 370 3.500 2.900 '300 4" 376.25 2820 320 320 4,500 3.826 .337 6" 717.55 539.0 280 280 6.625 5.761 432 8" 1077.60 818.0 245 245 8.625 7.625 500 10M 1606.65 1210.0 230 230 10.750 9.%4 593 12- 2207.40 16700 230 230 12.750 11.376 687 "Working pre,iure for SchMule SO threaded pipe a appronmate17 ont half of plain pipe ••Cnnlatt future for a",laWal, ALL - TYPE 11 - SPECIAL ORDER ONLY, CONTACT FACTORY . � sge /!d List Price SCMduIG -- ocr WESTERN PVC PRESSURE PIPE Volt vinyl Chloride List 1.anula'turers of Sizes 42' thru 12' • PVC PIPE AND CONDUIT •Cla si,• ('lassm l0 10 0** • POLYETHYLENE TUBING •Cla,.125 •('Liss 180 •Clu:a 20) • �chcdulc d0 • tirhedule23piGrac! .�� n" '1��' .M � < rye►. w a -.,`y f+ • 10L a a l{'eatora Plaaf:r'('urpowfion.TY+'nnau it'osAtnglon. i Lu pMnfa in t nuro City and[lou ne V.Pnli(nrn 6t. Bell Ends are standard on all Class f I pipe sizes Iv'thru 12"Schedule 40 sizes '..' thru e" Schedule 80 is plain end. Bell Ends conform to ASTM D2672. All PVC Pipe is supplied in 20 lengths. Specify WESTERN PVC Pipe ,y "Will with confidence for the finest 19 '� ��5 water systems—turf irrigation— con.fuit—chemical and effluent piping—agricultural irrigation. Western Plastics Corp.•2330 Port of Tacoma Road•Tkeoma.W4 98421•c2061 5725111•Telex'. 152M SO iduvr ofHepuocth Ptaanet Inc. SOCKET DIMLASIONS -- FOR SCHEDULE 40 9D�(AA DIA FITTINGS M°" _ 7 . :• �rAx.our sin POE OD MAX MIN MAX MIN OF RODMD'OEPTN(WK), `r 840 852 644 640 832 006 ._. 170 t 065 '. 1050 1062 1054 1050 104. 0t0 790 1310 1 1 315 1 330 1 320 1 315 1 305 0 0 96S 1 625 I'r 16W 1675 1665 16W 1650 012 ! 1250 1960 t 900 1918 1906 1 9W . 90 012 1 310 2 230 2 375 2 393 2 361 2 375 2 363 012 1 370 2 730 2-1 2875 28% 2662 2075 2061 GIs 20DO 3340 3 3 500 3 524 :500 3 S00 3 484 015 2000 4 000 4 4500 a 527 1 509 4 500 4 AV 015 2000 5 060 5 5 563 5 593 5 573 5 563 5 543 030 3000 6 175 6 6 625 g 658 6 636 6 625 6 603 - 030 3 500 7 300 8 8 625 :610 8 640 6.825 8 595 ow4 500 9 400 STANDARDS AND SPECIFI IONS •'+n 1') _ 140 1sT5101786-A9b PQIO(VwN cNorW)(pvcI Ca^Ga✓d..nO c,brm.NO Pb1Y rvnr cMaC.)jc Of PVC)CanPPVrd. Irre.»-^w, , A87Y o-178f—peaA'1181M CNOr1l.i tPVG�Raflc P+a rnaiN r SrMu1Fa M.60 r,10 120 �^Ore"41. A01M 0-241111-4tOIr(Varil cMpW)(PVC)SMWuN 40 SoCRM T7a Its Far ep AMU P24"-Th a Poe,(Vinyl CNalde)(PVC)platen,Poe F4d1P.Sene dt,e W ASTM 0.2447-6Wal Type Poly(Vmye Comtle)IpVCI P1884C pp par'a.gC11801M 60 MAIEMAL—caeca SU•dure 40 glGnyt are poWo, p I,PVC 1,r Call C4apdmaeon 124M 8 PVC P1lmpa are asted by N$P ielandvi San,tat.or, Iw poHda wne•iarrtlee Approved Or I A P M 0 1p,walm some and 9.,r ,promg.n a,,I tvpas n.d san Reln to I%(0 Fib Npa 795 1257 Maximum Operating Temperature Pressure Correction Factors ��-IZCOJZF-450E1MT" NOMINAL TlMP6RATIM� pIPE SIZE SCHEOULE40 S SOCKET E 60 SCHEDULE NI ; SOCKET ENDS SOCKET ENDS (MENDS I 75 100 ENDS '7 800 850 420 s0 020 +a 480 6W 340 90 0 7S 1 00 WO 320 11. 370 520 250 too 062 I Vt 300 40 20 110 0 50 2 260 400 200 211 300 420 210 Its 0 45 J 260 370 190 120 040 4 220 320 IW 5 190 2W NA 125 035 6 IN 280 NR r_.-_. 130 030 160_. 2SO NR 140 022 Not -Nol R44p nmo.ao Not ReCCeron eded above 140•F Bated on ra.e.»rva For rtf tMr4 FafY1C4.M adda.onal COrrgI IK1d mey be Ovoiortd DIVISION A DroN O LASOO Ol7Cl�4J(/(/13D3� mSF O A MDU 7R1E51Nf, 6aNa OFlkae in M*W Ciliaa, W016110uwe Nationwide 4W9 Kingston 2105 V.Kaun1 Row 8015 loon Dr. 11447 Hdlpuard Rd 2244+ 72M 4ye So Oa vw. CO 80239 Orlando, FL 32909 Florence. KY 41042 Dailaa, TX 75243 Kent. WA WOW 303,37}40W 305,8616050 606,525-0200 2W34IW76 206.872-0165 d j 8888 888 88 � r? j gin dh Ing;I8VI8 d 8888�^e 8888 i $sss s8a 9M 899§ 5 gsa sx$ RR01 �$^ $R� $$ } �rR $$ 8584 R3 III a$$$ $$$Q xpM �#1 x*?$s"His R$R$R„$$ 141 Ull 11H fill R$ N SIN MP^ry Nn. WHOP �N nn�1� rb • • d ;_sx x-Rg o$$$ 88$8 s 3$ xxs8$p:x$g$$ �d�x;Rxa: 2M $$l$Ism !i n n M n nnnn nnn nnn n P �� :$�$ ��Tex$�sxR$sa:�:a� � Rf;$ $z�$_$U ff e ; saga gns$o "a$R xss� Its off$$a$ $offs sM ill sm Ziff o$$a�R 0 uR nnn nM Nnryn yNtiH O� n NR wNnn NNNni nn=^ d� ¢QnnOY nnnn I1 nn nn .� ... a-1^.,u jj s � Y e L[i • r pfedwe temper t ooft shag specr4agen p.tlnet Word 1 10k.straight l 20 It st.aigh, underground samlrn•;gonoml Plumbing FtMnl—WW T 799 0pppp Water Tube, Copper Weer Tube, 20lt.straight and having purposes;gas,steam and ASTM-8-88 Under Type K gel lines.severe oorvica Cpndttlais (hdavy wit) Type R eem 20 k.cobs(27 writers'APDroved K (heavy"if) 60 k,coils W Mru IM 'ook recommended thru 2' 100 k,MIS('A*thru I I — W.rd 10 n.Straightf 20 k.sbaight (general Plumbingand hoot) Federal—WW T-799 hooting Duranel Copper Went,Tube. Copper Wear TuM, � 20 N.slrorght interior gas,steam and ell lines'.penal ASTM—B-eB i Type l Type L 30 ft.Will N'Mru 1 W) heating.Type ACR lot,air conditioning U.L.Approved Fire Type ACR(hard Orly) Type ACR(hold only) Soft 40 fl.toils(2') and refrigeration uses. Service Systems I (medium wait) (medium well) 601t.coils(rl'thru 1%') $r-r Ind. ! 1001t,tolls(rAo thru 11Lq I — Copper Water Tuhe. Word 10 ft-straight General Plumbing and hooting purpoeoo: Fadorai—WW T 799 Copper Water Tube. Typo FA 20 k.straight drainage emsta,vent and other light ASTM-8-88 I T M (light wall) Pressure uses. Typo (light wall) CODMr Damage Turd Wed 1011.straight Drainage,waste,vents,"it and other 20 It.straight non Pressure applications(above ASTM-8.306 (tipper Drainage Tube ground use only). General plumbing and hooting purposes; Navy--44P2 Copper Pipe Ward 12 ft.straight gas,steam and oil lines;severe service Fodanl—WW.P.377 (;doper Pipe (regular or extra heavy) 20 ft.straight conditions including high pressure ASTM-8.42 (regular or txha heavy) industrial applications. Copper Thrtadlees Pipe Ward 20 ft.straight Gonenel Plumbing and hooting purposes ASTM-9-302 Copper Threadless Pipe Fechiml—WW-P-377 Copper 8dt 50 k.tails Manufacture.Inststtahon and maim -- ASTM.8 2W Copper Refrigeration Refrigeration Tube IOC tt.coils Nuance of refrigeration equipment. Faderal—WW.T 775 Tube Special As Ae epeciRoo SPedal induskiai appllcotions. - �-- ASTM 11 66 Dimensional Tube I epooRled Composition and dimensions to fit — ASTM—B- i —TSpecial Dimensional Individual requirements. FORD CORPORATION STOPS Sim enL Apptos. No In Catalog NWMan'WL Lae SW.wµ TYPE F600 W"F600 f 9 20 INLET — AWWA taper ^•-F000 11 1.e 5 (CC a CS)thread •N.L'-Few 1.5 5 L"FWO IJ 5 ♦.I F600 !.t a i 11 PM to s 10% FWC 3.5 J ` 114"FOW ea 2 I" F600 84 t 2"FSW 160 1 ~ y SWM wa Apprw. No.in CROWN NNai n I WL Lea. 6I&►Ae. W' F700 9 20 'L"F700 is 5 4Aa1 HOC 22 a I F700 29 { TYPE F700 OUTLETS FOR F600 and tale"1`700 35 J F700 — Flered i%'F7W 52 2 INLET — Iron pipe threat copper connection. Ile"F700 64 1 2"F700 16.0 1 COmpuuld Number — D01 is Cap Slor'bdd7 sue.second 6 ounM 511. •'and I"Was swed4ble with New England Inre.0 woe•robe Sul pro-MPa:ee threedsl ( Sim aM CAW"No. I Approx.WL Lee' Na.In SK p4 _—•. _ _ ._ FIIWIIn.L"I 7 20 •h"FOW(•l..L"1 11 5 L"Fe001La-'1 15 1"1`e00 0.1'-. 1 22 ° TYPE F600 OUTLETS FOR Fe00 tle"FeWO'.0q 1 55 INLET —AWWA taps, AND Ft100—Inlgmsed site 1 W"FpgO(1'A.2'1 72 ICC a CS)thread uon pipe Into" wiih !nslh Y FeM(2.21� 1 135 Mlvirp tn•eed. Sim and Catalog No. Awo..W:.Lb. No In Std.PL9. .e FgOOI':. L"F900I •' 1 s S 1"F900 0.1'. 22 . g IW'F900n'•.' 55 2 14"F9w, 72 1 2"F90012.2': 135 I Compound mina.. — fosl N Coro Slop bode s4e second,s W rNt size O...R'te s fGwtn_Bi NO_E FpP nryE rn`{.9tv. CATALM WfLST COItPg411g1. s11110. soaMlu WE STOP Ion en as d11MrtFP 6E.M 10a iL.eEOLgPE.CONNECIW TYPE F900 tqN I'll" .E INLET—Iron pipe Mnede E "'B"M•0.rf,.gfb COMP CONNEC7�0% _uus._ ,. (IeFt.•NN06 wI�CpPIEe IWE S' NCF 16.N' I s LA11U u.{at i FORD C01PORATION APS ea • THE FORD SQUARE DESIGN FOR CONVENTIONAL THE REVOLUTIONARY FORD BALLCORP PLUG-TYPE CORPORATION CORPORATION STOP STOPS This field-proven Corpora- AS shown 8t right,the Ford ti0n $tOD IOCOrpOfiieS the "square' design for the performance proven design conventional plug type Car- features of ine popular Potation Slobs provides ford Ball Valve. It reduces larger.more rugged wrench the inherent problems of flats. During installation of difficulty of turning and of 10 almost every Corporation leaking under high Stop, a wrench must be pressure after installation,which are sometimes en- used across its body to make final adjustment,n the countered in the standard Plug type Corporation main or saddle, or to connect the service line to its Stop The Ford Ballcorp v is available in 1", 1%" outlet. Tne Ford "square" design puts the wrench and 2"sizes,with most styles of outle, attractions. llata where they should be —at the strongest part of If may be installed In either a dry it n or a main the body, thus minimizing danger of leaks from under pressure with a standard tapping machine or distortion. These larger wrench flats also Pro%Ide a saddle. The large wrench hex on outlet assures ease more secure grip,resulting in less danger of injuring of finaf adjustment in main as well as ea3e in can. knuckles and hands. This design has been adapted netting service line to the Stop. The variety of styles to nearly aft of the Ford Plug-type Corporation Stops. and sizes are pictured and listed on pages 9 and 10 of this section. • SPECIFICATIONS Ford Corporation Stops in both types described above are designed and manufactured with AWWA Standard C800.66. This specification covers thread dimensions and the metal alloy(red brass.85 5 5 5)- All Ford Stops are individually inspected and tested for feeks by air pressure under water. They can all be used with tapping machines of current design. INLET THREADS AWWA Tape, OUTLET CONNECTIONS TTI es of inlet threads are cS`ui cc Two t m Yp cS mreap _ _._ Outlet threads on uoth plug available on all models of type and Ballcorp" Stops in Ford Corporation Slops for — the 400, 500, 800 and goo both the conventional plug- aeries conform to table 9. type and the 8ahcorp•O. The AWWA Specification C800 66. AWWA standard thread has a Internal driving tnreads in the sleeper taper than iron pipe 800 and 900 series conform to threads in ordering, please table 3,AWWA C80066. Both use the Catalog Number ap piug type and Bancorp " plying to type of inlet threads Stops are available with Pack desired. Joints. TABLE OF RECOMMENDED DRILL SIZES lo'installation of Ca'"'Alum Stops In SONks ClArnps or SA44fAA Beth a OM"MM:hkM Cerpaaeon at Wall w'• +fe Y.x%- M" I L+1" I 1^ 1w^ 1M^ Maximum Drillfor Stop.111,AINWA Ine q q.:' qo' ^6:' ••h:' 'Y,:' /'I•i' t'hi' 1'l:. � 'h•' � 1111 Mairmi Din'Size th for Stop.ith iron plop read iNef I 3 0 Ford Anfe Meter Valves Features of the Inverted Ivey Angle Meter Valve A erpnze wn Seturety KK.KS the NA need 10 Ine..1tep key Tarp pnospnOr, o,onze W,,nps t1 unWr the here IW0 repeal The it" 8ryer 18ppnQ AM IumTV An O inp In the k0V Prfn eS.,,6/ MOtettgn aQ4,hro balage •.I t A Orenie ,rig m 1M cauttho M i II the va r� ape,rol a ,yrpe a, {�l the verve npsa F A wrhtN m Wsh. p(Paden, NO . 2.393617, n,wnVS A remus ly Wpotl tub'lyre Tiff,mete,cV w,N hit,s d•iN01V a sea,+n r Angle Inverted Key Meter Valves -- --- One Eno FemaN Iron Npe—OIMr Eno 1,1e1M KV133V CouPWp Nut to Conneclion to•I:'Ord'"MNen GNIo NumMr Plpe Meter awm. PWn LDCk WI Slza�_ Site Wt.Lbe. KVt33a r KV 3i3tW _ �T6 nl NV 3132w K,, id K4 3362W `,4 I d V ..aid 1 K4 .444W a KV23332 One Eno Copper—Other Eno Meter Coupling Nut for CMOeC11Qe 10 1 IMu T•, � eM e We p MetGN Nur Tuom PN Sz og e T_ Approt � Size I WI lGw w KV"3-3121 KY 3 332w _ c .__. KV3 yt2 KV Joe2w ' KMT44T K0704eif KY 3a5a KVT+,aSaW t } t tt29 8 FORD INVERTES KEY CURB S%PS FEATURES OF THE FORD INVERTED KEY VALVE 1 tnm�N an,sno+.IS w InNnrn _ _ �,,p mar !op of imanwt�n MIr VNN YrIn GlNt igpy nM A ....".',ono,Nn age, or IfYf. 1 W."ho CP-I pnrra tYMt CMYanI WaVr p;nyae nn iNer+Me prarKlea d e<e n dinom No� NMry upwYrl pNNUN n. \!y ntipina _ lOurrl+ra{.C.na to rrw r I�Fn.n nrrynr{rOsl.nr. J_ ) fl..r=h YIY 1p!`na r. ^J PLEISf NOTE Mlnryapolla Pattbn Curb get Thraeoa too invested KM Carl,Shape m 1 M"lot b valorem amp T for V velvets I nvanaa Kay Curb Stops an two l lable with Slop-and-Waste feature. CURB STOPS FOR MON PIPE AND FLARED COPPER BOTH ENDS FEMALE IRON PIPE THREADS Z1133J Catalog Number Valois Intel& Approa. Approa. Plan w/Stop b Warta Sm Out S1aa Laft"Bt WL Lba ZIF333 2173335W %" %'" 3°At" 1.9 2511333, ZS11,333SW oll" %" 2"a I.S ZL11333 ZLI I333SW Y" %"_L. 2.0 Et1.MK 211 p15W 1" 1'" 41 3.9 I INLET FOR COPPER - OUTLET FEMALE I.P. THREADS Catli Number VaM Inlets ILary51 Appoa. Man wlStopB WetN SW IOuc Si TWN NuIWi ltw. L21 J33 1Z21,333 Z21.333SW % 4 3% 22 ZL21333 ZL21 333F J % i % I I+A I 2.3 Z21 111 Z21./MSW 1' t" /•A" 1.2 AS ABOVE, WITH MINNEAPOLIS PATTERN THREADS Z26333M� %" %' 1 3%" 2J Z2111/M 1" I I /+A" /A .,� BOTH ENDS FOR FLARED COPPER Cartel"Number Ivale.l Init B Lwt"U tar Ap. Plain w/St 1p S W j$%e Out.sue TIrM Nub I Wt Z22322 %" +h" 51hr' 2.8 Z22333 22i3J35Of v %" 5lba' 2.8 Z21-333 Z22111 Z23MISW 1" I1.8 AS ABOVE. WITH MINNEAPOLIS PATTERN THREADS Z2i333M Z22333SWMI V 1 %" I S+/n" I3.0 Z22"4M Z221115WM I 1" � 1" fi+h" 4.8 222.33T61 ` ' I Opnant aorallabla are Irytoro at orpoom of lollowing page N PACK JOINT C&PLINGS MALE IRON PIPE THREAD TO STRAIGHT COU►I I NGS PACK JOINT FOR COPPER, Cat No M.V. P J 5". WI IRON, OR PLASTIC C84ll N" C44 31 y. ~ e• ELL COLIR111A{ For Copper or Plastic Tubing Cat 33 4 h S Cat No. M.V. P.J.No WL CEa34 h 1 10 LSH31 W" 'T.' C8443 I 4 10 LOA 33 M is 15 CMIa , I IQ L84 34 Is" 1" t 5 1 C4MJ5 LBAIa I" I' IS 1 11\ Ce155 1 ra To LBa Be I - •'I 30 CM56 1N"' 1a,7711 40 I CBaBe Pt" 20 EIGHTH BEND COUPLINGS ce"T , 2 LA84 33 *. •5 C8177 2" 2' 29 LAB ii r 1 1A STRAIGHT COUPLINGS For Iron Pipe Cat No. M.1 P P.J Sin 1st. CeS,1 5 Ce53, h 7 A CBS 33 OW55 CM 34 f. I" ,0 ELL COUPLINGS CeS P u 1 t' 1 2 Cot No. II Pi Sin W I Ce555 1.•. L.. Ie USJ+ 4 Ce5le 1.7 > 20 L&5Jm +. C85.)1 1 27 LM`L` STRAIGHT couvunos For PE Pips Cat.No Nip. P J Sit* WL C415J3 11, h ,0 CBS 34 h" 1 13 Ce6N 1" 1' 12 ELL COUPLINGS CM 51 14" r' G1.No. M V P.J SUa W1. CM 55 t 7 L8633 h h •1 ca4s IVY' ,.h" LM as , •., C"(IBM Im,' 1y^ 2.8 LIM4611e0, 1y In C86411 025) 116" I'h" 1 9 LOS.7711W 2 2 L 8 08e 77 1IBDI 2" 2" i r EIGHT"AEMD COUPLINGS CM"112E1 2" 2' 29 LAIISJ STRAIGHT COUPLINGS For PVC Pipe W.No. M.I P III Slid W'I Car 3, �. 1 C0733 h h- 9 Ce7J4 1' CBlae 1" C4117.55 C674M Celle I IOU" 1M" 22 0117.77 Y' ELL COUPLNgE COW" Tuea CaM199 Tuse 1.117 3t h- y.. { COPPER Mo. Sn No SA U7.33 W" y ROUNDING cP• 1 +, c.R•y I 1 LA7la I" V TOOL rPT, 1_a• 7 . �9i• PACK JOINT COUPLINGS • STRAIGHT COUPLINGS BOTH ENDS PACK JOINTS Colo"Na One End Gina,End Wt Lb. FOR COPPER, IRON,OR PLASTIC CH-11 3 CN'12 ^ For Conper of Plastic CeA'3 y- N•' a Tubing, Both "a Caa to N" 1" CM 22 •h" W" Coe 33 Y.. Y•. . . CY 3 'A 1.. Ce644 1" 1" C44J5 1" Cee-56 Cee26 1N" Co n 2" 2' 3 1 CeeS6 2% 2N" ELL COUPLON uw Lee 33 N" N" 13 4e4 3e N•' t' is 20 1.4e.55 L"'M 1N" 1N" e.0 Lu.n y 2.. So • STRAIGHT COUPLINGS For Iron Pipe, Car*"No One End Omer End WI LN Both Ends J55 11 y 6 C5.113 W" % C55J1 N" N•' 9 CSS 1e t," P' C55.ee 1 I•' 16 C55 55 11A'• C5546 t': IN" 29 CS&TT 2 2" ELL COUPLINGS L55 00 4- STRAIGHT COUPGNGS For PE Pips, cat"No. Orr End Olha End WI L6e Both Ends tL613 C66"N C66 ee t" i" 2.0 C6&ee tN" IN" 21 _ C66-0611601 1N" /W" 17 C5646(125) 1N" 1N" C66-770601 2' 2'. 46 CBbn I12S1 2" 2" ELL COUPLINGS L66.33 k., 4 2C • L66 ee 1" r 22 L6666 neol t y" 1 y' L6522 11601 2.. 2.. NOTE:SN Pepe J 6 la details on Peck JOmb.pplane,on of e6prevubons.Gllrrn310na.end ineen stmeners I,PE mpe eM 1upm9 9 FORD METER AUPLINGS ANGLE METER COUPLINGS With Female Iron Pipe Threads With Male Iron Pipe Threads C.bby Mob, FIP Atn!•o. C.a1w Yerer MIP Appro. Number Sure ThreaA Sure Wt.Lbe, Number Size ThrNe Size WI Lbe _P `3 •. L3e-11 L31.23' .. . a 1. B L3623 .. . , L3'24 a 1. o L38-44 - w LM 'Also available with Bleeder Valve—Cat.No.L31.23D For Flared Copper Tubing With Pack Joint for Copper, Plastic Tubing and Plastic Pipe e ia 1so 1 With Pool Joint tw Copper W Plellb TuMnS cabby Not. PM Joint Appro.. Numboi Sin sin Wt Lbe, LJ. '3 4 9 y WW caY cal TubeI ANraa. L31.23 'a he to 0 asiftee son an WL Lea As 44 1 , t'. is L3212 e _ L3445I.. 1,,.. 1a L32 i] .,�.. e ._. . . .� M Ja1M br PWMe Plea ..._ L3233 ...4 6 ..' h 1 t LSatt] K.le'a '. •. PEP 13 022i I 1 17 USJe PEP 1e ORDERING INFORMATION Please order by Catalog Number Gaskets are mClUded with all Couplings. 6 PACK JOINT COUPLINGS 1 FEMALE IRON PIPE THREAD TO PACK JOINT ,.._ _.,... FOR COPPER, IRON. OR PLASTIC For Copps,or STRAIGHT COU►LIN" Plastic Tubing Cam"Na. Fata.1.P Th'd ►art Jabt On. Wt LIN. Cu.11 w N" C14.13 1 q" Y" 9 C14,31 LI" J 'A" o CIa35 C1443 r• ✓r'• _ Cl.al 1•' P' . _ ._._. c1.0 r' tr=_ CIA_5 11 1 " 1` CIA 55 1 IA" CI4-56 I%" C 1445 - 1N•' C1416 t" IIB" :s Cu.n all Y' za C14187 Cuba 7N" Qq" a> ELL COUPLINGS COW"No Fam I Th'0 PaCA Jo+nt Sure WI Laa L1J L 444 Lta.56 u.cE " EIGHTH BEND COUPLINGS STRAIGHT COUPLINGS For Iron Pips Cataloll No Fam I Th'd PM Jatnt SIT WE,Lba. C16D` q CIS3a a" 9 C1Na I" 10 CIS 5a 4 CIS 55 , CIS 5B 1 CIS." 1»' N CIS.?? E" 2' j ELL COYFIJNOs Cow"Na. Fata.LIP Twe j pea JYa1 MM( WL I" L1531 41" N" 0531 q" 1" LISM V. 1" 'Ford Pace Jomta Ida PVC Pdm ara racommantla0 on,y for Schad We 40 and Scheavla BD Roe 11 • \� Wl°�f AINERS No.777S Series Bra12e No. 77S Series Iron "Y"Typo 51rarwer+ "Y"Types Snhlun Few W410 and Stwm Sernca Sian.R"to 21y" Sim:34"the.2" Screwed End Connections 20 inert ae mns st4a tcron For liquid pr steam on They an • Sundi rrl rpatl hone nose furnished win 250 lot nine billion~ so, roll a pure If., 410'ro a bpdV Innall strun•rs upsca.p to puny our ropPlu41 rror` 44pmtnt eosn, regulnon, 501e0ltb and masers from din, Not and pipe • Y.T'.Y 'SU n�a 210 F e,tl y6Y 125 b. n 350 F suh.SNf-eleaningonbeweomplitheJ he Na.717 Sant.7775 a<4Pt rut lMaM lw dawn plW tunnelled to the o ing the l tho no luy e blow off what StenOoo _ fumnhed worth 20 mash 'pont r heel No. 7771, 745 Series Braintree screen bon retainer up and istowos "Y"Type Strainer gasket stag"thruds and tapped for For Water and Stam Senior clmure plug. (Unur plug not nor molly furnished)Sitter. 1I4",a/a",7/2' Wanking ft.,. -NamShack — ` - Steam 250 psi @ 406'F .Water.Oil.Got 400 pa P 210•F. DIMENSIONS . No. am A 8 winget No,745 Sin A 80 meth ocran 77S 1ii'.118".1l2' 32N" 2114, 312" Isle In Hand removable clan out p lug ITS 37: 5" Pit' 112" Jobs. WWP 250 psi @ 270'F and WSP 77S 1" 511116" 34is" 314' 4114 tbs. 50 lot.4+300'F 77S 1114" 6112" 31,116, all' 0141h. DM.niaiw 77S tort" Toot' 41116" 1" 111h. _ No. Soo A 8 C Nammit 77S 2" Sale" "S" I14" 15V2 lin 777 w771S oh" 313132" 3314' lie"NPT Ph rbs ITS 21i2' 101/t' Pit" 1112' 2611210s 177 w 7175 ads" 31W 3144" 112 NPT ltla Ibs. 777 91711S 1" 4a/y• 37ie a/i'NPT 2112 Ibs 777.7115 11/: 421a" 44M" 4/:NPT ILL rbs 717 ar 7173 1112" 5r1he' 4ah" 1"NPT 4 too 1 777.777S 2" 611ha' Sale' Pre' NPT i+y lh p cc�777"717S 243" B;h" 4"1oe" 11/:'NPT 211b+ NI I 7€'S LJedt4e� carbon saw 717 er ifls 1" Se es' 6 lee'•PlY'NPT is Ibs Pil W"r/i' 1s/16" 3114' ith lbo a 61 PT I TM, •. ti"-li Stainless Steal 800 Lb.ANSI"Y"Type Strainers For Steam and Liquid Service •"' Saes:V Mru 2' BrOme Swooned End Connactlont Union End,Compact In Line Water Strom.S of ues. k 1"", Screwed Connectiom I Bain ASTM A 216 Grade VI Bottom cap s" ti'ANSI 121.I4, 116" 2"WC8 Steam 600 Pas N 800'T ligmdt 1500 pti @ IOTF. Height 2118",Width 441a",Weight 13 4 Ibs Na.US Stories Sol"' 1¢amres as 78$serener ea[epl snmlm star Optional model 50 oil @ 250'F.conwH fntory conauucbon Budrn ASTM A 351 Grade CFBM Boupm can WW'K' 316 stamlen s+nl.Is 2"CFBM. Steam 600 psi @ I10frF Lour .. ..,_..• 1410 pv P 100'F. Brome DIMENSIONS(Iahn) "Y'TYpe Wan,Strome, I f —No. site Cow I A 8 C Weigh Sian t/e"ihru 112" Turns Ire" 3.5 3 Poe 'a 1.31 Screwed Eno Conrlacnom S / — 71SA85 112" 6.0 J PiloIN 1.31 71S1e15 112" 1IS 33 2af I T31 71SASS 3/: 170 431a 34h6 ale 3.01b 11S//1S 1" 28D 531% 3314 112 451 78S/11S 11.- 45.0 $51, Ple 3h, 5.81 /$sins 1 600 61l4 5 .1. 7.01 N4 We Width Now familiar Mesh 715/815 1�' 1000 P: Sri" 1 10.01 V is Pro' lobe" too to 40 - 27 ., Nor.' I,,/%" she Ib. 30 When other than standard mast ttron is required.ronsult forestry 27 1Ai" 2", 21116" 344lb 24 1mInI mama upffieem of Wars.metals and regulator. 27 Ni." 2sm, 1111. 24 , 2 § `: \ r . . .. ... .§ — . j - m m� � i !�� ^ � { ��■_\ } \ � � \ I [M_ .2 , - 2 J I � [ | z ) _ $ . . � ; § � > rn m\ \ qs ` � | , � , � �| �■� � mm fill� b R� fill ` � I $� � �| ® [ ■ q|I� a . ` ~, |` 2 | l | ` ■ \ . � . , . ! / : | � j \ \ / /� � g| • © | a_ II I , it (5) 3/e'¢E1uc aoos� I I I f 1 I � I ' I II � Ii t . , I II II I ( I I II i. II I o • II II J I I I 1 � I II I' I II II II �I r li II ( It I ) II i th ll 1 . � 9' 01 n. FCC-TITE METER SEA! CO. 4619 W. nAOMMM. wr SEKT%t • I _ P% WE 56000_, HYDRANT GUARD POST g5socrafc d W 4 C_ `z 3w C W C _G417 iN 3 G Pe C, Q/Lco Lvop ---------- ' \ - - - s�-qP"E- C.134 r" V�lv♦ - � BGh - L P/OCAS FLATTvP /2 Hole 96'm g"p1W �r IV67*14.EL[ 2 -places yOL E HONEY CREE,e Ci%'/OF 2EN7bH e. W SCOT JFw //z=/ss 9G " WE' w�-'�• i • G 7Y pr P f+To�+ t 5�O, �s —CIA C E U l n f Fl.47 T�a '.00 hCLE� 9 v /q7. 39_. 12"NOLP q �SCc1�.+H (8'Qr) /+zi7 ffSSIoC{� ��a 1e � Satin Ol 6� C9 4 ej V P 194.5�4 T4'¢5 HOSE IS7.00 SIi6o7 '�(.� w�jy"�/,b�E RECEIVEp JFUV _: ---44'yYT-TvG' I SS' ><s i A-LsO� l � �ec( .Sa�vcl I �, �a7V2 � / EA 7;' x 6' 26Sr Bxs FA »'oe /z- Q6.5r Z /HE 44'1vv7 7,2 F/Pr= / F4 7?' x 12' oCcsP�JY98' t roP HaHg f CR�G,e / FA 7.2' a BELL FEU l�//6'f-VZF- G/Tl of=: -204.OW —t_ ( 66� ►� 1 IX I • RECE.�� 7:2 'X/2 ' e4SP 48•"' 7 „ 70P C-i /L 140/!E v CHEEK \ 72 'SPi4907 PYu6 I \ I � I -t- r j l I \ m 7.. AMU PLO4 o.0.. o \ � t / i �2- '? " �//O CLcJGs Ci7`> O< Rs7lyror+ JOB NAME Kph Y C —fi _PUNG $F1I�7y _er /e PAc,E _ MANHOLE BASE PIPE CUT SIZE 1 2 3 4 16 CONE F A TOP MISC I — 3" B� 48 16„NOL _ I? 'N 3' lo. UP8" 7 UP 1Z. P8" 6 54 Z gs RG 72 rn HB 48 54 Y 72 kr _ 48 - - ' 54 72 SSocia4-PA 48 (buav� l — 54 72 48 � r 54 rr�� 72 SKANkON A WILSON,INC. Geotechnical Consuftents 1105 North 30th Strew-Seattle,Wasivinoon 96103-Telephone: (206)6124= LETTER OF TRANSMITTAL Date - ... Job .. ................. .. AMMUM--25 4 LOA W ............................................ ............... Gentlemen: We are sending the fNl0*,ng Aems )tAlm," 0 Raw" c l"00" 0 Ore.." -------------.............................. n ................ ............ ZA or These are transmitted Z F0,Wu'n1enB.n C for yow Vw 0 As For tone.artd coomr,.,, For sclion 6"ClItsd Dolor 0 W"n correcnon' Piess,feturn by........._.._...._.....__.. cl ......... ..................... C3 Priv*,nwrnW efbr uw b,us Remarks: Zv ..................... By ------------ ------—------------ � . • • �o�an�I86a_si "f SHANNON 6 WILSON. INC. sUSJa CT_ f/�"EI'CpFEC _ Gro�roMiei C. ' aT 7-4 OSTa 2, i" if small SLOPE E,eOsiDN �.Qor��ria-d Fi[72~.e nA-rt.Q�AL BETfYF6'.✓ .!/R rL,FifL $},ICC SO/LS AND CAB/O.t"r't SC.eFENEO (jIAYEL S'veFr/f.WFj/ �LiISS /� zs-z) �7A3/Gfv �/[L F.C� S"o vvp� A.vySvtR.c rzvE �Ga=Er.4Rflt'7To.✓ Fi/c.s,C > Foy.:i�✓/.✓6 G�faR new �/EVE SfZE/wv�.✓rl �fslss✓.✓r-- 8 !00 ?o -/ao Z 30-5n / O `=I'ISHANNON &YVILSON,INC. SUBJECT Gw!¢Miul CsmlYnY tY_f✓.2 ptTF £tNtiT1 el� LE1,,el-7-,�/ poEyivr 6a G�7a�E ��., oio ') �CPE�`OQ/ES : O.E'/✓E Cif � O.P/✓E lbuPG/A/F=. /fMEB/qL5 STiPGf/LE'S5 STEEL:}�y�.jE/ 57'EFG SP4 c%vC S Ta 10 , -a i ra z. ROWS , DEf ENIi'/.✓c$ GY/ Ex TL�,vT.f vD YD e o—fEr oo SEEfWF/E . 's�;•t�.fnoN � D.P/t/��N ,v�.a� ht•�,.��c�.w�:1rcY wir�S/ SL OPE TOP O.PA/Nnf,E� ✓-i//�$ '�OIB. T9C'KHA�'•�M['�.e • . Products developed and Introduced by l Clayton Mark_. today the largest selling line • of Jacket and gauze well points and screens •• In the world. Engineered for maximum flow and reliability,the Clayton Mark line Includes 1 drive well points,flush points,well sUeens. PVC plastic well poi-Is and screens,cyhm drical(Peerfess)and flat suction strainers available In the wheat selection of styles and materials in the business.New products in. elude an all welded,all stainless steel Jacket and gauze designed well point,and a Stettin: bonded washer well Point.Well point saes 1'2'.well screen sizes 1%"all". i z�i • Designed for extended life ano faultless operation in deep or shallow well ap. plicatlons Cylinders are engineered lot rural • homes and communities,recreational sites and other reciprocating pump installations where water is forced to the surface through a continual up-and-down movement.Made in _ all brass.brass lined steel and cast von styles,in a complete range of sizes and ..,✓ capacities. Cup and valve leathers are manufactured from the finest Shoulder and back hides available,then treated through a variety of -� processes to meet exact application needs Available in sizes to 24"and in special designs.Line also includes a wide range of _ Check,plunger and tubular valves.Cylinder well tools and accessories- • Nydromarke drive shoes are corstrucled of forged steel,hardened in a molten lead hest. treating process to assure a durable cutting .• • edge.Available In all popular sizes,and of fared in standard o-rotary drive article ••• designs. Clayton Mark well seals,to cap off the top of _ wall Casings,protect against surface con lamwal,on and seepage for the Isle of Ih' Well.Designed lot use with submersible or Is- Pumps.and i ratable in Sizes to 12 Also,a • conplete selection of well fools mcl uding I` well packe PL holders.sand buckets,sand drills,leper V ` taps,pope Ilete and pips holde . ENDING OF FiLE FILE TITLE ,Approval 5ohrceS of sad �1 e, / a fed G o r re S?o h