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HomeMy WebLinkAboutWTR2701489 FOREST BROOK TOWNHOUSES -'-- �Z`-` t W-540 p, {* �.y1. Chicago* :e teas ra, kW(pe:drlrew l insurance Company IPA r,. +rvw wacowo A+ns.vnr or �, , t D wwae vcowoeo ne+uwn m i PUBLIC MAKS UEPt. V a.r� .L<1: .LT. 1. 11',U CITY OF RENTON N 31 MIL,.A V tiO1'i II YI TUN, WAhIt. fp}5 6. aw 4 sr o - BILL OF SALE 'e [NOW ALI. MEN By THESE PRESENTS Tbat vorestbrook Ass- sates 0 of Renton Catty N K 1 ng .5t.,m d W.4un nm,the pan N de am part. 3 Our pN in Consideration of*A afar of One d nu/IOU------___------------.--------------- ,.- -----___________________________.._-_.....--___-___--_--.--_---___-__.___--_ Dab.. emwy ul t►r Uniud Slain of Amerra.Io teem in hand Paid by The L i!y of Renton the P" N the wexed put, the rrNq vaber,wi is beteby ubmnllpd. dues by bull fall and ddlser into the a pa nd rt N P"t'14 Idb"M deuBd pfaefafal y of the.rto dammman rty non tram. to,atd w 1555 Union Ave. S.E. p,ap is the chy o1 Renton •Cavaty N Xing and!tme N NamWttm, I.,an, Approximately: 1669 L.F of 8" 0.1. Cl 52 pipe 44 L.F of 6" D.I. Cl 52 2" Water Meter Assellbly 3 Fire Hydrant Asseatly and all appurtenances pertaining to said watereain expressly wrranting said watermain 8901nst any expenses, costs or liens hereto incurred ty, through or r under sell*, herein. TO HAs'E AND TO HOLD the IIYe W tie and party of the farad pay, i is larva, rnrvt.n. dminetmors and afabpts IN 0. Ad W prly, of Je aset put, Our its )atin. natutan,adn.initntfaa,oxiamat s and apes s to and with tha ed part y N the monad part, I is nw Wurs,admimantan and Afa4am, than ed party N thr Art pan IS the , owrr of Wand pc,swry.&wide and car" If fad IN s to'd ntht ad full.athnity 1a yell Ne enm. ad that It .,II wamnt.1 delmd the"bereby mad, vnw the&aid law,y of the fecmd pan, its mmotors.dmmut,aton and aamps,apuwl d and rnry pram ov permr. whmmma,,n, lawfully cWeWa nr to ,Wm the same. IN WI T'N05 WHEREOF,Tlw fad Puffy N tM fir,pert ha he.nmtn in e b.W ad wtd ,h„ vK day d sA-tlr...efi. 1, STATE OF W"HING70M 1 pIA"OI W AaHINGTON COUtT'01 .', 1 pa OOtw"O. fa On duada>,wnomdl maam ai twkmatae u,`Nw "i, n Won s,dw unArn,nd.a Nnxan wntl,In ud In dae Ste. ,1 Wa 7' T a duly nq,err.-werl,a,tl...no pen J'aPoamrml In aw am.n to bw tha",Mmdval dam a"In a d .M rv.1ad w+11h,.and bnF^irV itWtaaar, .d a Iwlaad Nat .pad dm ter 1.M an.s.n t.br Ow drrr.n.n m Ire wtl.A nun art ad,l..d. tut dw,urn ad puemew tNram ewauonfal ow—' ramm that a .d ow :u VIM uw.nm.w1. ad Nw mod.1 .1 to Iw dw Inw.'A.Yry wn aM And n, I.Ile, a1W,le,Y-,W..d p.Mw tlwa n N.anonll, a,d.fan nIm MIW oat,' M u aufMne,i In--I'IM rtl,Mn.a...nd that Iti and.alaH GIVEN umia•my h.,d ad oalryi aaN Zhu w Um cnrwnl.eY nl ud vnPoun.m 'I`�yy d �'F.,• Itrr .Ial% Wlxawe ee IWd uno ofarl.l wf 1w ..e.wd IN d., am .wr mn, abnaw rnon. rru NMan Pvaie m-14 law dw exam M W-1, NaYn PuMw n.no Inr Ib Ruw al wWu,yNa. :aa.. wan.nad w tl .y/'.__-..1� C!.I-... IWdine.1 I I N T E R O P P I E C 0 R R E S P 0 N D E N C E st Data Decemb r 3l_ to70 ! TO: Mike McCarty I i ^I1J ' FROM: Arlene Haight � 1 SUBJECT: Forest Brook Condos - W-540 - S-263 FOREST BROOK CONDOS ' Water: (W-540) ; 1469 LF of 8" D.I. Waterpipe $23,504.00 44 LF of 6" D.I. Waterpipe ,- 528.00 3 Fire Hydrant Assemblies` 4 500.00 TOTAL $28,532.00 Sewer: (S-263) 86 LF of 8" D.I. $ 2.150.0( 419 LF of 8" PVF 1^ 10,475.00 ti 876 LF of A" V,C 21,900.06 562 LF of 8"4VC 14,050.00 1` - TOTA 1, 48,575.U0 Bills of Sall received. Take into Plant. r` -- ARLENE ILIIGIIT AH:ckd r. `. 1 tgrgeoggrcg coHeasao ,rogsgg ata Decauber 31, 1980 TO, Mike McCarty wti " shOa, Arlene Height, Utilities Engineering dd suWiCT, Forest Brook Condos V . Water Project No. 540 t Take into plant the following inventory under the above referenced project: Waterauin: 8" - 1469 LF $23,5D4.00 6" - 44 LF 528.00 w Cost $24,032.00 valves: 3 - 8" Gate Valves Hydrants: 3 Fire Hydrants Cost $ 4,500.00 TOTAL COST $28,532.00 i i Arlene Haight 1 1� dr BEGINNIMU FILE Trill; M FOREST BROOK T014NHOUSES (__..,�.,,�"�""�`�,,.'"�,,"�' �"`"� � �.���� W-540 .. _. .. .. fir" ..�.._ .-.. ... 0 ENGINEERS Q PLANNERS � SM//[tip PROJECT— 4n2 --, ._"�, ^� DATE t( ,-/i/ SUBJECT "�� DESIQNED �CHECKED.____.-- . rr�V-L'/7; � � -. �f2fi__ _ f/COL_ � / _•/ i 1 1_ « _a. ' (/�6ac�--Lcss� . dam_ _ �/S.U:'&3 r. /D;��{s�G i�G) " —E Ail _I . ro,. 1 In this equation, S"e' does not vary significantly. A value M abo920.6 is reasonable and should be within 10%of the true value. Then F d 350 (D In fed) CID" The following table shows F_values for given Gjstl J199 dLmeter U(where S'•" Is assumed to be 0.6), ' `� X 60 90 120 140 Di 9rya�v( 6" .116 0.065 0.042 0.029 0.021 12^ .097 0.055 0.035 0.024 0.018 .��. .,,.;, .... :..: 24" .091 0.046 0.029 0.020 0.015 36" .073 0.041 0.026 0.018 0.013 Conversion Factors The desired unite of the flow rates In the pipes and of the disehargeswlthdnwn at the nodes are selec- ted by enteric`the appropriate conversion factor. Where 1 cis • Cl units, Ct is entered as the conversion factor. O The program is consistently working in cubic feet/second. When eMring a discharge in any units, 1t is immediately converted into cfe. It is converted back Into the desired uniteduring the output routine. U the output for flow rates and discharges to desired In other unite than the input, tie appropriate Cl can be entered from the keyboard before requesting the Mal output. Some con cmion factors follow: Units Desired Cl cfs 1.00000 Ilters/second 23.3161 [Dm 448.831 cubic yards/mlmrte 2 22222 acre-tnch/hour 0.991736 aces-feet/day 1.90347 mflllor galls /day 0.646317 16 WASHIN1 V OFFICE t!.,tS� U � ._. WJ L!• �WWW�Ir.NO (J U WL� FEDERAL WAY,WASH 9800J TELEPHONE. (206)8384/11 ENSINEERS/PLANNERS TACOMA!20019725Eg0 5/1-/79 f-�74-002-791 NEVADA/WASHINGTON Ron Olson ro CITY OF RENTON Forest Brook City Hall Renton_Wa Y 98055 GENTLEMEN WE ARE SENDING YOU to Attachad ❑ Under separate cover via the following Rome: L Shop drawings ri Prints 111 Plans J Samples Specd¢ahons ❑ Copy of getter to Change order f, co"Is Da[ No mscWl".01', 2 Water Main Calculations THESE ARE TRANSMITTED as cherked below, )U For approval ,I Approved as submitted II Resubmd_coptes for approval ❑ Fer your use r7 Approved as noted it SUbm1t__L0p1es for distribution * As reduested ❑ Returned for corrections ' I Return__corrected prints For review and comment ❑ ❑ FOR BIDS DUE 19____ 11 PRINTS RETURNED AFTER LOAN TO US REMARKS— Coot TO__.___�.�..____..._�.._ SIGNED: N rrN4.+raa.....r.. RYIN C x a P ECT ENGINEER low a y ,..," kl�kE.e'�uAakk..ed,. rs• •++,:.u�"i4a1�,w1'-�nia:IC�wtVYu, t J� } h SPEED LETTER TO: DATE:_ �J PROJECT: SUBJECT: w- S qne 54 1 v' /9'F66 t'97 , f 68 c6 -/6A / Ir ?Z '/bh nIy'F a Sl� 'tpi k '� v' °; oo •o.c sr,6, � ^'N'h� q �7 7/ ;a 2£• nVo/ g) „1 a� Z on•aao a 2LF'/ � .r.."„r'Y+ '^.j � ct a , y„nar np eo2 r/ �Oo7/ sf/G✓ // I2 7AhG r' q will 00 f 1� fba ) el r ia{t. 3 q , +y l,. y.. � _ �v s` � ri•K he wts (k#C-R CATION, / S5S - /escrow t9✓� N� nu7 . ,L/ PERMIT FfE DATE ISSIQ OKNUOR Side Sewer iuO son ,/73 - L e- °7'J Storm Saver R/W Jz•B2 / �, "er Mstem D,+relmwt 2 157 1,hter uitecemr %ter Insneetlon _ 7u.8t rr Sewer Svsten rxwlmwt & Sewer Lotecarer LGs7,69 —/Sewer Inspection 9!s• G/ " . s Said heretofore mentioned grantee, its successors or assigns, shall have the right, without pr1Lr notice or proceeding at law, at such times as may be necessary to enter upon said ahove described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utility, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, main- taining. repairing, altering or reconstruction of such utility shall be accomplished in such a manner that the private improvements existing to the right rights)-of-way shall not be disturbed or damaged, or in the event they are LA disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grnntes. rV The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with Instailatiu.r and maintenance of the utility line. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utility. This easement, shall be a covenant running with the land and shall be bind- ing on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. and ^...y.... 4.. and and CORPORATE FO,1t: // STATE OF 4 t�a,4 .n 7' 2� )Jt SS COUNTY OF �� on this iJ 4"' day Of 45� 1'elre' e , '1179 before me, the undersigned, a Notary Publ cT—"{n""`&�xfer the State 0 alr,� m�i , duly corssioned o,,d Sworn personally appeared respectively, to we known to be he To T�•• • and y. of •,., � e,� the corporat�tWat executed the fore- going nstr~t, and acknowledged tTiaia instrun. sit to be tie free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that / • authorized to execute the said instrument and that the seal affixed is JFe corpurste seal of said corporation. WITNESS AY hand and official seal hereto affixed the day and year in this certificate above written. ary Public n an or t0 to .4 .r iy( , residing at kl,%ro% awlw� 6NTUN, WA AWL Qeaa 4 utrl-xba 9y .i lJ � UTILITIES pl � JAN I I 1980 E A s E M E N T n �, f,,t, p KKR VQFNu`+trr.�f"Made this 28 day of November 19�; CITY OF RENT by and betwc .n Foresthrook Atsw A tos a_Joint Venture between Prometheus Inc. . The Pace Corporation, Tom Ismon and A .� and v hereinafter called "Grantor(s)", and the CITY OF FENTON, a municipal Corporation of King pCounty. Washington, hereinafter called "G.'antee". WITNESSETH, Q. That said Grantorts) . for and in consideration or the son u` One M Dollar paid by Grantee, anJ other valuable consideration, do by a p these present,. grant , bargain, sell , convey, and warrant unto the said Grantee, its successors and assign. , an easement for public utilities (including water and sewer) with '"s necessary appurtenances over, thrrugh, across and up„n the following described property in King County. Washington, more particularly desc n bud as follows: r+ LECM DESCRIPTION FOR WATER A 15 foot easement for water facilities in, over, under and u,.on that portion of the SE 1/4 of the SE 1/4 of Section 4, T.23N., R.5E. , King County, Washington, lying 10 feet to the right of and 5 feet to the left of the following described centerline: CO!l1ENCING at the NE corner of said SE 1/4 of the SE 1/4; 'HENCE S 00058'58" W, 149.87 feet along the East line of said SE 1/4 of the SE 1/4; THENCE `iJE°09'40" W. 30.00 feet to the TRUE POINT OF BEGINNING' THENCE continuing N 88009'40" W, 230.82 feet' THENCE N 72045'12" W, 205.60 feet; " .� THENCE N 89008'36" W. 217.24 feet; I _ tY THENCE S 05048'57" E, 38.64 feet; IONS THENCE S 47032'55" E, 212.74 feet; THENCE S 64020'13" E. 171 .00 feet; THENCE S 89026'27" E. 66.87 feet to the West line of the East 289.17 feet of said SE 1/4 of the SE 1/4 and the terminus of this centerline description. TOGETHER with the following described portion of said SE 1/4 of the SF 114 of Section 4: COMENCING at the NE corner of said SE 1/4 of the SE 1/4; THENCE N 88°D9'40" W. 512.14 feet along the North 1 ne of said SE 1/4 of the SE 1/4 to the TRUE POINT OF BEGINNING; THENCE continuing N 88009'40" W. 25.83 feet along said North line; THENCE S 02°46'25" E, 90.31 feet; THENCE N 87013'35" F, 25.34 feet; THENCE N 02030-37" W, 88.23 feet to the TRUE POINT OF BEGINNING. ALSO TOGETHER WiTH the right to maintain and/or repair any water facilities as deemed necessary by the City of Renton, which may or may not be Included within this legal description. •I ri Chicago Title .ad r'n Moss 1a la acomrs um Iltsurance Call. ,,any 40 FILso Tole neC0110 AT As*W"T op ! ' .•J" Y oCr r # % J wltael mocanceo MTW"TO -r t _ OFIVIC7: (N Tiff CITY CORK Are�........_RK:IITON MCNI4"1PAL.s(t11 f.......................�......-...._...-..... t '7aT71ffZiC'011:•tKiii7R � t -i RXNTON. WAML t1UM r.IIT,sense ass......................................................................................................... ............ °' Quit Claim Deed o JAN 11 •Y�~ THE GRANTOR Foresthrook Associates for and in condderation of one dol I a r CITY 0:- i.Ji'rolil H 3 convoys and quit claim to The City of Renton J the following descrihed real estate,situated in the County of King State of Washington, "ether with all after acquired title of the grantor(.) therein. A fifteen (15) foot wide easement described as the South fifteen (15) feet of the S 100 ft of the N 435.40 ft of tht ptn of the SEI of SEI of Sec 4-23-5 d f; Beap on the N margl line of the Renton-Issaquah Road, wch pt in 30 ft W of the E line of sd SEi of SEi, run th alg the sd road mgn N 55'30' W a dist of 752.41 ft mrl to the N line of sd SEi of SEI, th S 89 25'27" E alg the sd N line 259.17 ft mrl to an interstn with a line plw and 30 ft W of the E line of sd SEI of SE1 th S 0"08'57" E alg the sd oll line 929.33 ft mrl to the pob. Datcd December I I , _ 19 79 Er/ Ildrvdwl, ' - By i hn.hvds.l, )la naginq Partner) By %TATE OF WASHINGTON 1 STAT/. OF WAS"IN(I•t'ON Ir w ('tN17:TY 0/ Q1UIdTY OP .._.. _...... _..._. (�•t((:�, On tha �/ag 19 /M th..'spy IRti'n�'7 a/KM��M br ,n Me. th, unMmet a Neem) PuNir .n end for the Mau d W..h end worn p"winally eppes,d In m.k.-.n I.i h.the udlvduef deeNlW is Mel WIN..enrufd ne woM„ed In,ee•,IN Iedrllelalli. and snl.rkn..r.Iw1e,A IIu1 ho ea•••d IM rule b Ir klwwn Ip Y 0* Vresutent end S.r,u•. AN LM' .O frrr and "WNW" eH end d.d. wWpaniry Y.d _ lo,IN' .e a In.rl.see ow thrn aared.en.d tti rd IwNrrrM W M INN, oess � n. d ne ewd.Mrwlerr ad WW dned MW "n" sues, IN, ow Ire ed pun ear nrmn ,w.M,ewad. New es.eth dated INAt nulbn.d to.eu•ds the rd,NI,trinenl ed'hel IN'wl .,gtV%M reMr my bees/ And r�nN w1 Lb" Movies ie fNwMM w . , e l d ro w wd m, nlro ('sr' n.--Y ',r,, a 7C+ w,Nr my lead ed ug4+01 Wool Mrwe Jsd the &AT New yes, AM Mr et jKAJ•r, ` &IN-..nWw Kgl7� 'L �.�/0 t wl.GG1C M . M,Wv PuMr Iw _� ,� •` . N..Yry uMn �n ed lur Ilv.Yuu of WeeMn-non I"at .erdo*M F. 9237 aM v; ® Chicaso Title Mrs r raowra PC*mcoMrrr aN Insurance Company a o MAD FOR aeC0110 AT aatllMaT Oa r CO r ,Vy 4'.p`'. J .,� 1114140M Recommit asTV"TO 14 ..............................».............................«................. � yx �. OF THE C rrY C1.t;R% a� A ✓- IY at[,NICIVAI. 81,I3G. ; wraw ...............'V_%1=ilVtwSOC"RL...............................».................... "1 "NTO..%Mf"L Moss .� Via.aaraa.MW...........__........».....«..................._............«_«.._...... .....»....«..»... � ..( �, s Quit Claim D@W V E D D THE GRANTOR forestbrook Associates JAN I 1 1000 for and in consideration of one dollar PUBLIC '• DEPT. 'z Cil'Y G: ftJ1TON convoys and quit claims to The C i ty of Hen ton the following dewribed real sole,situated in the County of King State of Washington. together with all after acquired title of the grantorta) therein. A ten (10) foot wide easement described as the North ten (10) feet of the S 100 ft of the N 435.40 ft of tht ptn of the SE i of SE i of Sec 4-23-5 d f; Beap on the N margl line of the Renton-Issaquah Road, wch pt in 30 ft W of the E line of sd SE i of SE i, run th alg the sd road mgn N 55"30' W a dist of 315.04 ft, th N 0008157/1 W a dist of 752.41 ft mrl to the N line of sd SE i of SE P, th S 89°26'27" E alg the sd N line 259.17 ft mrl to an interstn with a line plw and 30 ft W of the E line of sd SE i of SE i th S 0-08-57" E alg the sd pll line 928.33 ft mrl to the pob. 1 Dated December 11 , 19 79 i lydrvalwdl _ _ By I lm..dadl (Managinq Partner) Hv t Yecrn.q i XTATE OF WABHIi Nr'M)N IrrATV. Or WASHINGTON / . r COUNTY Or l ( .. ... S.. .. COUNTY O/ OR thr day Iwnw'w17 a/paaled bob"aM On that dal at M brfara W. t11e rabrayaad. a Notary P"M.. ,n a.6 far fV Maw ai Washy T�Yh Yx nagaaa,da1rl atattttrt"waad adeMaM W nosily anaaanai m n,YW...1 w h.the iwd.ydual deac,th d ,n and ...,.,.»................._. _. nla,.a.rnr.d the rnMn anld tnraamnR,rrtrulnn,t, aug....,..__.._..,_.. am"W.wl.ANM 11.1 �- aywd rho r,ne is wsboson in ra w P,rdenl and Pr,rr�ary r h4.0 In.r aid vWunlarY ad rd dad. Atiddlagki,of,,, Mr the am+and"naaua thar went"Read wentd. the taJ/�11Y� Mal atrnuld she frnea " lnrlrra llant eWl aranv.rl«Iad Ib r/I Pat""to►.the free Am.duwlan aA and dwd rd r.d 1o'W.' aW11.M/w mr Mad dtiriw.ra owr'Mn poombo w and ow walh Naw that wtbnwd w eaww"dw aed.mtrvinewl and that the rat QN►N uaAer my ha_-n-dand addal mad Oft aw.ad a,11v mrpnw aw at so l ld aarpomfn _�dry�Lof�_ U*xazo Laf N . is1"1. Witner my Nwd and a/end awl by a adied 0%, day and year Ant rl.dary P.M. ,w .0 ter Mate of Wr11, Noway P.ddr,n and fnr th,Male al Waelun-lea. rnlai•.w rwrdrY M S ' •" , at P. 9237 T C6icagoitie 1 to` Insurance Company "" m y s Itl,da dam amaome AT Itdamlamr Of U•- 3 r ,i ( b � elllaM mdaamMaa md111.111aAr ti rl OC leer&._............. . _ ..............................__.-._......._......... ; t„- (WFICa OP THU CITY CLBR( "t ItCiv'1'ON ritUNlf.IlAL,BLD. ..................._.._......__...._..._....... ... .V 91f'1QLL'AVt::$SiiTH ^+ xsfnW4 WAdG teead air.shows.a►.-...._ __................. _ _.. _...._.... a gob Quit Claim Dnd A THE GRANTOR Foresthror» Associates r- for mad in coamlderation r one dollar aeaeeym mad quit dabn tc The C'.ty of Renton the Wowing dmmrnllmd row outs,situnta:in the County of King State of Waahisouda. together with AN after mcqui ed tith of tir pmntor(m) thank; A fifteen (15) foot wide easement described as the South fifteen (15) feet of the S 100 ft of the N 435.40 ft of tht ptn of the SE} of SE} of Sec 4-23-5 d f; Beap on the N margl line of the Renton-Issaquah Road, wch pt in 30 ft M of the E line of sd SE; of SEJ. run th alg the sd road mgn N 55030' M a dist of 752.41 ft mrl to the N line of sd SE* of SE*, th S 89'26'27" E aig the sd N line 259.17 ft mrl to an interstn with a line plw and 30 ft N of the E line of sd SEy of SE} th S 0°08'57" E alg the sd ell line 928.33 ft mrl to the gab. 1% EXCISE tAX NOT REOl1IPEr` Kinr Co kacords Ndsm, Doled December 11 , 19 79 1l.ewim�l l A�1 �/ Managing Partner) gy 19ewe1*Y1 ork" m WAMWMWW aTATR or WAGYINO" W C � eotnerir or 9k J oovfrr+r otr.......__.__................... .. Om Ihr W wMWAIV gpated Misr ow" . - _ Ams soto may' bodiesW.dw riwlwmit.• NMvf FIWe is mM Ir W eYr of WrM- /�'1Y�V..>LtWf►lO'11 ......._._._..-..._..«. MMta Amb'mmwnYmlmm"and swam rmWmm-, mAmnd ... . M,IY mM,ee M le•IIw iealmlallm&dmamamd fa sid .............._...-.._......_....._......._............._...._.. LAn Osseo""Is wnr.am'&*mowed fmoom" .._.......Y.._.___..._.-... mid y[�! Wop�,IOmt eld.d"mtr to W aemee in 6e do..._.......--......_...f►am//rmt mnt'..._. 1L*1im11. IIAO ,M eel NmtYmr/ad sea •%._.._-.... .�..._............ /er err alwpmm[dwaelm mlmoYmod Yryrtmm�a r �aml vtimmi*e rM mmYe.ones. ' ittFm..—p wwAnO&eldiedmow. �. L '111 ti`• t►wda - arm.eaM meMmm tt1Y ♦ . ♦ 'y . ... .....11106 md r to emwm dw am, me/Imm/rL arl W IW mad me"mm/ m�a11�mM►mMemelm•r dad a m&amY eequma� • - skill. M. wt4.r� .drd.w how"Aft"r.Ay err r.•u.t '� er K�••... . . mmmem Mlles 4.J • ....`r.Mass, WY► Nemrm tll,Wt/e and Mw ft"af WrYrtmimk .TivE=•LaLa- {ed1„e. mYlrm/Y,.... .. ..r_.�..-.._....._.. .. P. TMy ' ten srAct a511e10 rot acomers um, n taf +J iJI :.V��: � ll i11it.,ACi• C� .n ; r (s aK /- t41.'+' b1UNtCIIAL eLnc, si. S roW'y a 6 i Q .,2. ui.vran, wAsfL asoss v t n�p o QJb __.�..«....»...._...._......».... C0RR-ECT10N D-EE-D rd to Quit 4Y=m Rood Wit 4conVORATa FORM .� THE CRA.\TOR YORESTBROM ASSOCIATES � tar and in consideration of WE DOLLAR ($1.00) conveys and quit dn:ms to THE CITY OF RENTON the followh'd described real estate,situated in the County d KIM State of Washington. together with all After acquired title of the grantor(s) themn. A fifteen (13) foot vide eaamment described u the South fifteen (15) feet of the S. 100 ft. of the N. 435.40 ft. of that portion of the SE 1/4 of SE 1/4 of Sac 4-23-5 d f; Beep on the N margl line of the Renton-Isaaquah Rd. vch pt in 30 ft. W of the 2 line of ad SE 1/4 of SE 1/4', run th alg the ad road sago N 55'30" V a diet of 31S.04 ft. th N 0'08"57" N a diet of 752.41 ft ' mrl to the N lips of wd SZiI(A.p. a . 0(4.y & _S 89026 JJ" $ a18 the sd-N ling -- 259.17 ft mrl to an interatn with a 1 p1v and 30lft N of the r line of ad SE 1/4 of SE 1/4 th S 0.08'57" E alg the ad pll line 928.33 ft mrl to the pob. Sup&tcedee Quit Claim Deed 6i.led undo. Auditoa'a File 07912170514 FN WMNE5S Wh'ERF.OF, mid torpondom hhmy lammed tbb instridFient to be Entitled by iu Faaaar afimm and fir orpwate teal to be herwmto--- -- day of -=Jw t.G_ 1% EXCIS;TAX NOT REQUIRED �J mg Co. Rgo ds DMawt. . By...._a!lr ..✓iBes�ar3ti r------ 4-00- � Jte afmrt� rWat. tBy........................... __.._.___._.. ........_._...�__..,....... Jssaa.y QT 'tE� ,"WLNGTON. ) ' �4 OR WEdlt�T�� ds7 at �-OV/►�c� W& balm me, Ill a I t LYrf for eM Bueum el MnYtaglam. dnr.,..bTeaommYeioard and smarm, paraseally aPFomM r ae kaoms t Ifr Q f s � aY, mph,of that ddme fedded the mW uRrsot be he the Itm mad Alit Mill a! sail ampteedoe, for Ha r sad ppopmes tberaia mteriomW, and on oath mated that it„ p to aerate the add itt w m m and teat the "a saw is tm cwvon/M��Mal of mid �sir Mititri",dlafp aef eerem aflhtel to dM' ' `Mary w% ar r4 snare y MuYtftoe, war C6icagoTide Insurance Com t>rumamwaeaaanAaataewee►eo � e- w` Ck 4 �. eaYM MMea Oa M rI TU 70 i'T � 2 ' .............._...Y..__.........._............._........................ ....._...-....�........_.... r'• �'rTa-e OF THE CJTv (;.ERE rl Amw_­lL..i 'oM MUNICIPAI. SLDG, O4 RAMON WASH. rWa r+ ..._.-— .__--------...._-----_............ .............._.._ Quit CIM M. Dow 6 A t7 :a TM GRANTOR Forestbrook Associates P-lar aad iw comadwatiow of one dollar lj envoy and quit Time s to The City of Renton /M laltowmg daaTihed real rote,situated in the County of King stela of Waehiapoa tepNrr with all after acquired title of the grantor(&) thnair A ten (10) foot wide easement described as the North ten (10) feet of the S 100 eat of the N 435.40 ft of tht ,,tn of the SE } of SE i of Sec 4-23-5 d f; Beap on the N margl line of the Renton-Issaguah Road, wch pt in 30 ft W of the E line of sd SE ;i of SE k, run th alg the sd road mgn N 55°30' W a dist of 315.04 ft, th N 0*08'57" W a dist of 752.41 ft mrl to the N line of sd SE 1 of SE P. th S 89°26'27" , E alg the sd N line 259.17 ft mrl to an interstn with a line plw and 30 ft W of the E line of sd SE ! of SE ! th S 0*08'57" E alg the sd l pll line 928.33 ft mrl to the pob. te;; { f XCIM I'Ax NOT REQUIRED C3 Records Oiui,we x �1_ now December 11 , t9 79 i laaindumli By uaa"laadl (Managinq Partner) by o vwaw 1 RTATE Of WAewtNOT M STATE OF WAMMUNgM) Oa An day P" •aeon"title out 0a d" ...........�...�..Aa�al........ ........... . ......__.._...St twee aw. w aadraderi a Nwr IMM w w tar er fAw of ww Tr".Q ti~r hare.Aal►a.nwla.g.......ttM...*..rs►..............._. to aw brew os tea th,,mAfridad domrid hl and .._..._,..._ ...__..._-__.._.-...........___.............................................._'_._................ wh,Ism""the�1Ma aad awaealq i"nmo is aaL._.»..._.....__. a,`ep- a_lmdp'd ohm h1L da,d the nay M na fame b it ON..........................fMlias eel .. Laasaf• 7llrl�. Iw.aas-WololP so and Arad, ..late_ .... Mr,.w..a P„lonal+Mrwlar maalleaaA FSW, rAn _,h**L ra'ai,.. r►.aaww�..�.d�iawl1aY+ .arMrMd to nwla Mr acid Nsllleaonl a"Mal do mod ;rAW ow lawn sd chid .ad mesa Y now ampomm,Mal of wit"mane e. knows ar awn and fHwb a`g IIW rf ar wv Set .GC . .. aYw wiYw. rdew,s lw lose of waatr lawarr Pasee wt aa/Ima IYr waaaa/M4lhlntie, �, �' Ma>b aPMrw ratlraea►... _m . � r�sirrrrrrrrrrrrrrrrrr��rr�r rrr /. MEMO! ONE■■■■!.■�■■n.r.�la ■.. n.■....NH.v ar ..■nMENsnu .....■� ■ ■■iiW/t1■/nWfi.■ N■..■ ■.■.rl�MEW ii.■■ ■ NUN.■■.■■ ■ N/r MEMO[ �■/.■..i■ ■■.r/ ■.■n■.■.. [��1lTl�l.�l�1■■ .n NOR ■ ■■ .�/■■�■ ■ fin/..= ■ ■ �/■■ ....� U.N ■ : 0 now ■ N��lrl■■.■■�UN■NN �.■■■.�■ ■■.■.■ .■ ■..fill■MN■■■N i��■ a■ ■ �■/N / /.. ■■N■ !9 .ems EMENIMMUM ■■■/■■■■ ■.■■ fr..■U■■/M■N■■H. ■. /■■■■.nMEN ■■■ a■■ ■■■■■ .n ■.�.■/i�■■ N/■■■/■ ■0 ME■� .■ or M NEWS �.N 772■■M. ■■00 an ■■ :: :i::Ii: :: ::• .=.Cs....CL f- i i n wwm At LW AS -- www wr LOW" WATER MAIN PROJECTS PRESENTLY UNDER CONSTRU' ' IN IN THE CIT- OF RENTON WATER PROJECT / DATE - �] - 29 WATER PROJECT TITLE �c�C�4'[•R wry[ &zooiycJFs PROJECT LOCATION DEVEL0PER ADDRESS PHONE "l4G - 4743 EMERGENCY PHONE CONTRACTOR o: ,-.�^ r I C /4 anoREss J't•/•> - d.e %t�/• �//F✓...�^C-41•v. . PHONE 75/7 - //S7 - EMERGENC" -/ PHONE 7/17 - Z-,/7Y FOREMAN F"� ,1J<".-N✓«r+ PHONE ' 7 7 7 EMERGENCY PHONE 1 t i L~,drt Sa-JAt/e+i1� 'n/OfJG��rrvn! .�K�G vAco�OSo..1 St!� j�coeJ `JS��- //w7 i j �� � � Cowrw,• 74�-�ToBc Rom Ocseki C',i TY /LM�/T-� urn, / �35 3 pow P«.SS o ,✓ P l,-�.� o.,...�_ �a s-�r oa 1 • rµ 1 r z4 , , 9-7f r I P 2 x S y J BIDS AND BIDDERS BID$ UNITED►ACIFIC7RELIANCE INSURANCE COMPANIES nCo[. ..00[e -- ro..� .e..c nc t vo a .00cw nco.. room .we at....eou..... 'O'•� ro..� no f eo f uoou PROPOSAL NO. 6 PACE 2 ;a,'AL , iO1• ..co[.• PULLNAN MAINTUM= FACILITT - 49ITMO COUNTY .oCA r'Ou eoc.I ro..� uc f ago a DIRECTOR OF HIGHWAYS 131 LOW 1100ElY o..c. FEBRUARY 16, 1977 o ..o 0 OUANTITY DUCR1"JON UNI7RRICE UNfT H1Nx UNIT►RICE ,Jk• Lump Sum 09900 Painting 21 6,000.00 6,000.00 6,652.00 Lump Sum 16300 specialties 2 2,100.001 2,500.00 1,765.00 Lwmp Sum 11555 Fuel Dispensing Unit 2 2,500.00 1 2,000.00 2,907.00 Lump Sum 15000 Mechanical 1241 45,000.00 t7,000.00 51,667.00 Llmv Sum 16000 Electrical 17J 32 000.00 42,000.00 35 455.00 w 110,215E ED.an ti ....T I I .�, r-, • PIPE NE1NORK BALANCING )830-75001 6� 1;73 } THE FLOW UNITS APE GPM THE INPUT THE NETWOPE HAS 6 NODES NODE # CODE HEAD DISCHARGE FT UNITS AS SPECIFIED 1 1 515.3 —2500.00 2 0 505.0 0.00 3 0 499.0 0.00 4 0 491.0 0.00 5 0 482.0 2500.00 0 512.0 0.00 THE NETWORY HAS 6 PIPES PIPE N BEGINNING END LENGTH DIRMETEP.. F—FACTOR NODE NODE FT INCHES 1 1 6 190.0 12.0 0.038; ` 2 1 2 373. 0 8.0 0.038 3 2 3 335. 0 8.0 0.038u ; 4 3 4 203.0 8.0 0.038 5 4 5 184.0 8.0 6 5 6 386.0 8.0 0.038 LIMIT 0. 100000 COMPUTATIONS HA'YE CONVERGED AFTEP 2 ITERATIONS THE OUTPUT NODE B HEAD Yi 1 515. 300 a 2 503.871 ^' 3 493.567 4 5 Qjaa k�6 513.209 PIPE M VELOCITY FLOW PATE F—FACTOR 1 4.302 1516.654 0.038 2 5.846 915.905 0.038 3 5.926 928.371 0.038 4 5.955 932.935 0.038 5 6.212 973. 185 0.038 6 —9.719 —1522.7:s7 0.038 'if PPOGPAII A s PIPE NETWORK BALANCING 09830-75001 8:1/73 t THE FLOW UNITS ARE GPM O � � M THE INPUT THE NETWORK HAS 6 NODES j NODE M CODE HEAD DISCHARGE FT UNITS AS SPECIFIED o�. 1 1 515.3 -2500.06r� 2 0 496.0 0.00 3 0 487.0 0.00 4 0 481.0 2500.00 5 0 500.0 0.00 6 0 513.0 0.00 THE NETWORK HAS 6 PIPES PIPE N BEGINNING END LENGTH DIAMETER F-FACTOR NODE 140DE FT INCHES 1 1 6 190.0 12.0 0.538 2 1 2 373.0 8.0 0.038 3 < 3 35:3.0 8.0 0.038 4 4 203.0 8.0 0.038 u 5 4 5 184. 0 ?.0 0.038 6 5 6 386. 0 8.0 0.bd8 Wt LIMIT = 0.010000 C'OMPUTATIOtiS HAVE C014VEP.GED AFTER, 38 ITERATIONS 1 THE OUTPUT NODE M HEAD 1 515.300 2 498.712 402 4 _ 5 6 51:3.563 PIPE M VELOCITY FLOW PATE F-FACTOR 1 3.935 13*7. 17 0.038 2 7.085 111036.0 0.03E 7.092 1111.0_:4 0.038 4 7.085 1110.019 0.038 r 5 -S.S53 -1387.080 0.038 6 -8.858 -1387.74L 0.038 END OF PROGRAM v PIPE NETWOPK BALANCING _e830-73003 6/1/73 THE FLOW UNITS ARE GPM THE INPUT THE NETWORK HAS 6 NODES NODE N CODE HEAD DISCHARGE FT UNITS AS SPECIFIED 1 1 515.3 —2500.00 2 0 500.0 0.00 3 0 485.0 2500.00 4 0 493.0 0. 00 5 0 500.0 0.00 . 6 0 514.0 0.00 THE NETWORK HAS 6 PIPES "t, PIPE N BEGINNING END LENGTH DIAMETER F—FACTOR NODE NODE F.T INCHES 1 i 6 1".0 12.0 2 1 2 373. 0 8.0 0.038 a+°' 3 2 3 335. 0 8.0 0.038 4 3 4 203.0 8.0 0.038 ' 5 4 5 184. 0 8.0 0.038 +` " a ' 6 5 6 3$6.0 8.0 0.038 LIMIT ■ 0.010000 >az7 COMPUTATIONS HAVE CONVERGED AFTER 34 ITERATIONS THE OUTPUT : r *; . NODE N HEAD "+• 1 515.300 2 b72 .}`44 ., 8 473. G r ' ` 5 493.601 6 513.979 PIPE M VELOCITY FLOW RATE F-FACTOR � .- „k�:+,;,•, 1 3.430 1209.212 0.038 2 8.203 12S5. 125 0.038 3 8.208 1265.008 0.038 4 -7. 745 -1213. 5 0.038 5 -7.726 -1210.412 0.0:38 6 -7. 722 -1209.878 0.038 END OF PPO;RHM f Wall 2 PIPE NETIdU ! BALANCING 09830-75001 8 1/73 • THE FLOW UNI I'. APE GPM F 0 ENGINEERS 'O"iO THE INPUT Q PLANNERS • unn_L_or THE NETW1'Pl HAS 6 NODES MOJECT. DATE_ _ NODE Of, CODE HEAD DISCHARGE FT UNITS AS SPECIFIED SUBJECT_-__. DEp6NE0 CMEtY'D_-- -- — 1 1 515.3 -2500.00 _LG frQm s / 2 O 4$3.3 2500.00 0 492.0 0.CIO 4 0 498.0 0.00 'V 5 0 504.0 0.00 r •y:A# 6 0 513.0 0.00 THE NETWORK HAS 6 PIPES PIPE Of BEGINNING END LENGTH ' DIAMETEF. F-FRCTOR NODE NODE FT INCHES 'r -` 1 1 6 190. 0 12.6 3 2 2 373.0 3.0 4 , 3 335.0 8.0 0.038 4 3 4 203. 0 8.0 0.038 iw 0 5Q�°O 5 5 5 184. 0 8.0 # • r s 386. 0 8.0 0.038 I M I T = 0.010000 a rx �s r OMPUTATIONS HAVE CONVERGED AFTER 25 ITERATIONS _ HE OUTPUT 5 NODE a HEAD n 2 4r1.4b 1N" 447.52' 6 514.553 �, » — -- - PIPE N VELOCITY FLOW PATE F-FACTOP 1 2.582 910.064 0.038 2 10. 135 1587. '85 0.038 3 -5.826 -91-1.165 0.038 4 -5.809 -91b.b'8 0.038 5 -5.820 -911. 784 0.01 6 -5.806 -l09,691 0.038 ND OF PPOGPAM _ IPE IIETWOPK BALANCING 09830-'5004 c. 1 7« HE FLOW UNIT; ARE GPM jo I HI INPUI Iq IiTTW+1I'1 lilt .. NODES Na) l x Ui HI till IT "'y'RP 0 ENGINEERS 1O�iO' __- ENGINEERS Q PLANNERS Q PLANNERS s�usr�_w srKn � w M10JECT ._._. /- ? ^- DATE__ PROJECT -- —DATE SUBJECT_._ DESIGNED CHECKED_ SUBJECT __`.. —DENGNEO CHECKED c.9 :•33.5. e i _ 25QQ'24 ,, 4FN 4r7N7 j35. P� / fa � U . . ._. - FN 8,99 f- _.:.`, I " 1 7 Foreword • thkknesaes compat"L mill' the wall in the incitation for bid- and on the 1.1 thirknen of the pipe. The 1.h th I'Si it Jwetrord io P,eridnj Jer iaJwwanaa only.tad u net a for 14-in. merlianical ' kbe found in heeler. Them options are y rf changed from I m by/Dino has ham stand in the fdbwinB src�ions Of tfir eJ-4.1'Sl A2L1I-l1g2 (A 11'1{-.4 Cllf-T21. I in,by slarldard: 41 in, to apse,fun nut engagement. Area A21 National ast-I' xlank Cosn- pressure Pi i New Pushoe joints for cast-iron 1. hope^6011.suhacrtion It--4.2 rtittee Alt on Cast-Iron pi Pe and Fittings" The pile are Z. Certification and Test Records. pie and standard notes also it rhdes 54-in.- that a to�.ltiW subsection Il-S.I Fittings was otgatuad iu 1926 under dianxter push-on joints. lresium cannot pun the gasket into the sponsorship of the American Gas �lalauniral*at tlanndr, physical the pipe. Teeing has been performed 3. Special Requirements for the Association,the Anherican Sociep•for reptance test standards for ductile. to confirm this design Parameter for Mechanical Joint, eutesctiams Testing and Sfam"als• the Aatxrican inm mecb_r;.-a1 joint joint-sa-ahtg capal+dit,under the con_ 11-6.I and 11-15.3 lt:'attt N-ores K �'� n'w, dltmn of mauve, pressure within the Asporiatwn, and the included in their standard, However, .Vets: Sutn,clion 11-6.3 Provides :ices England Rater Hurls Aseo- lecauar of thrir excellent service pil>r• for tapped holes in idle hens of elation. lure present scope of i o,a_ milli,A?I is record and because neither additimlal in,rhanical joints for stud halts This stmtgth nor ductilityis Ovef Option is intended for use where reoplirrll (t headed la.lts or dotted hales Witt not Standardization<J specifications for the �^-� intended,oast-inm gl•nds cast-liras and ductile-ircat pressure will 1r (ureidaed with dactik-iron This standard inwtudes certain op- s,dtce as,for esampk,when the Irli pipe for gay water. and outer par and fittings unless ductile-irmi INat9 That.ifde m1,stoat Ica specified is to to embedded in a cOna-t, wa11. liquids, and fittings 1a use with 913ns are spmLfwd. such Wix: those apav'ilicatioras to Gaskets. Requirements for masi- indude resign, dint m-no, rtate- mum compression art and resistaMY male, coatings, linings, joints, ac- ton oaonw craclinx of gasket rubbv Its, cenories.and methods of irts}tr�tiom rrtn hsnionl and push-,, aunts have • l� and test, ben ad oed to the standard. AST\t i The work of Committee A,I is mutts are also listed in the standard. carried "it IN antr'emmittm& The Perform iawr requimatMh of the scope of Salcommittee 2—Joints for patsloa last. Because the push-on Pipe and Fittings is: joints cowered by this standard are To include an examination Of all not standardised, last are famished in Present A21 standards for aunts for aot'orolanoe -xith the mw,factucr's i pipe sad fittiaga to determine what s,a'dard sign dimensions and tcAer- is nutdrd to bring them up to date. °rv"' prrhtmtanwe requirements are The examinations elan include all o lert•I aPpopriate for inclusion in related natters concerning jooints thin standard. 'these performance.c- fw cast-iron pipr and fitti quiremeots include the n (Aems' minimum worki adoption Sulxtnmittee 2 reviewed the 1964 each joint sine.n TIR xenon,ratings for edition of and an edition A21.11 and satmitted a lent service record of thee mechanical ' Proposed r 41irn to Amerian \a. ittint with standa;diael dimensions - bona)Standards Committee in 1571. has promtil its performance ability; therefore.Wfoxmarwe _,ria are not Motor naristoas nedasaarj. cd n 3/erkesical join: eise..esienr. The ir c. the rue of the standard manufacturer has heel provided with has een )anged to"Rubber-Gaston an option to furnish dactik-itun pipe,Joints for('act-from and Ductile-drat 30 in.and larger in diameter,with hell iv rY ANZIM b A i saga., .. .... 1* Table of Contents PAGE SEc. lAGf Ftuewartl... . .. ... . . iv II-?—special Repuvemeau low ;. . Major Retisiona- .. iv Ae pusham joint. . I Americas National Slaadard `tPtians. . . . . . . . .. . . . . v ll-R--Pe-raemance Require. t t,mmittee Paystottel vi .near of the Pushtm mc Aa Amrri:an Natiotul �taaLrd nnl J,-s a amt.vas ml th tAWgatidir c..eewd t.ith .. }aint. ... ... .. ... ... 9 .... Ih WOW aW Ptotian. An AOvirY N*AbOQW Sudtd is ttlteadad m a amide 10 and nK \tt minds w .thr{xMmnmmH,ad the geead Public;itt exkwn,e doa am is a v,milk"Pte- 11 I -Scope. . . I Tatt{es dude anyone.rhetper he has APlaoaed ihr standard m cot.frttm taanufacturiK.multetimg, t WAts sate. tr ion ing � a limn-Qr, ter I i -I?efinitkws. I II-i—Maeltaaital Dint F)i- PtatMaea not coa(ormiag to the rtawdard. } Amnicae National Stadatds ate mdlu4 to Pniadic mica,sad men ate nutioned to sprain 11 .I General Rtiry in•mrntA t laelaioap,.,... ... { the Lax ediomu 14udetcees d gmrdt madr is v .Uii,ty with an Aoter'tean Nuioaal 11 } 1 tan.. ' 1}-2--2-{1-ia. \leehaaieal 9laadad tee tomueagM to aaa m their oera resµwat cin is WRnih pg and Phan ethyl 'c auterial urmhgsrr Lbrb tlutthe gordsan t�oduted in cmd.wtdty rttA;wicu4r American II + ltlti6catita ,tnJ l�ast }neat Ditaeebana.. - 6 National Staudar& Records- - 11 3--Mechoakal-joint Not CAVTM NOTICI. This Anrricaa\atimal Staadaed mar he wvistd ton rit4kasn at 11 o -Special Requirenints t(m t Red Bolt Lxacnaiaw, a mY tins. T)w yrondaer d the American NAtiotul 5tadanb lastitute upon teat anion the Atrchanic:al Joint 2 Apperidit A.. be tAkPu in e ffi m, relict,ter titbdm.this stand" m titer than S)T hoen the dated • Puttintim. Puev#a+ers d Amertun Natioml Standards nny ttniw career infamatioa m all wndsrda by cal6er m aritip the Amarfen Natimal StawLrda Imtitute,I enadray. Net.York,N.Y.Ionia, (ill)866-1220. I _ i ? I Yy e? f. NOTICE s The corrections toted in the Errata Naliee to the first pritnittE of ANSI - fi A21 11-19i2 have lien incar}orated in this pr:Min. „K- r C Conners• te•I ty eke Am .F'na Ru4 MaN n um iL r u 9. _ ANSI A2I.11-IM IAWWA Clll-= Rerisim d 4 CI A 111 C14M $ 1A.{%S\Y.{ III-6q t 4 AMERiCAN NATIONAL STANDARD for 4! RUBBER—GASKET JOINTS FOR CAST—IRON AND DUCTILE—IRON PRESSURE PIPE AND FITTINGS a 6 I'URLISHED RY AMERICAN WATER WORKS ASSOCIATION. INC. s a t { SPOT%S RS -i AMERICAN GA. Aa50CIA�RTN AMERICAN SOCIETY MR TESTING AND MATERIALS AmERWAN WATER WORKS ASSi)C1ATRYN NEW ENCLANn WATER WoRY3 AsvWIAMX y.. a 1 9 Rrviwd EAilim� \;µ+..red M •4 1�wnr�,.\.vi...nal��a Jarda IuYiture• Ix., Mar.S,tfT? � i COMPLIMENTS OF. s - GXFFIN PIPE PRODUCTS CO. 2006 SPRLN: ROAD OAK DROOL IL W521 r AMERICAN WATER WORKS ASSOCIATION S 6666 West Qui cy P.Teaue. Dwvr*r, Colorado 80235 I yp� � a GRIFFIN PIPE PROOUCTS CO. 2601 NINTH P.VENUE,COUNCIL BLUFFS,IOWA 5150' . P E 712 322 6641 July 19, 1979 Bellingham Supply, Tnr. 13235 Northrup Way Bellvue, Washington 98005 Attn: Glen Bloxham We offer you the following Information regarding your inquiry of the Push On Super bell-lice joint. Our Ductile Iron pipe is manufactured in accordance with ANSI A21.51-76 specification. The Super Bell-Tate joint is in accordance with ANSI A21.11-72 and AWWA Clll-72 specifications. As you are ware, these are the most used specifications _ covering Ductile Iron pipe in the United States. There are seven manufacturers of Cast Iron and/or Ductile Iron pipe in the United States. Four use the Super Bell-Tite joint gasket, two use the Tyton joint gasket and one uses the Fastite type gasket. Therefore, as you can see, the Super Bell- tite joint is the most widely accepted. I am enclosing eight (8) copies of r�- pamplet covering all three types of gasket joints for pipe. If we may be of further assistance or should you require further information, please feel free to call. Sincerely yours, CR P O IC CO. Robert ;c hriaarl, N-iC. /w encl. (8) Amsted DIVISION IV—WATER DISTRIBUTION .Section 7�P1 for Water Mains Specifications A21.10 for short body, cast lron fittings 12" p4 and Ins. and AWWA C100 for fittings le" and lar{rlr. 7!•1 JLNLRAL LJnin■` type of /omta Or other special Items Mall be aPectned In special provlsWne Thew specifications cover the pipe and fittings nor- mally used for water distribution systems Special con- -t.aM LISeI sideralions will be covered in the plans and special Steel fittings for pipe 4" and larger shall conform to provisions. AWWA C206—cissa to be at least the erne as pipe. Lpeclfication references made herein for manufn- ►Ittinp shall be coaled the unit. a• rope lured mstarlah such as pipe. hydrants, valves and fit. ►w pipe try" and smaller. tee.. able iron srnwed tings refer to designations for American Wakes Works 04ings In accordance with USASI spv,ifiralion 916.2 Association /AWWA), ev to United States of America They shall be{alvamaed union black is specified. Standards Institute I ll%ANI i as they are effective m the 74d.M SPECIAL PITTINGS date of tall for bide. Special fittings Mall be In accordance with special 72-2 PIPE pia provisions. 72-2.111 CAST IRON PIPE 74-0 MEASUREMENT AND PAYMENT Cut iron pipe shall conform to the latest AWWA Payment for pil,. valves and fillings is described In Standard C106 in ClOk Cement lining shall be in accord. Section 74-2 Solve .,in AWWA C104 Type of Joint, class. thickness designation castings.lining,marking,testing,etc,shall be as s/iK'lfied in the special Provisions in accordance with applicable USASI cr AWWA dosignationt. 72•2,M DUCTILE IRON PIPE Ductile Into pipe Mall be of the claw specified on the .Section 73—Trench Excavation and ppM, and shall De in accordance with AWWA C-111-71, gatk811 for Water Mains ile Iron, with emi t Immg as Specified in the Standard Plans slid Sperifirstiam for can iron pipe 77-I GENERAL Joints Mall be of uoxl, rubber psket type per AWWA C 117.72 The specifications In this carbon. and U. •e of aavllor' ' 7l through 76, shall apply appurtenances the es in uction of water - .r 74•t.a7 ASBPST04.[LMLNT PIPE d4lu ing t mains and inches enanm Id Wes up to and Asbrslwcemen: otpe shall conform to the latest IndWtn{ twenty-four Inches (24") m diamr.tes for both AWWA Standard C401 Class, making, etc. shall be as temporary and permanent lnstallstios under ordinary specified in the speclai provisions. conditions. Sperlfiestlon Mermen for manufactured materials 71-2.N CONCRETE CYLINDER PIPE such as pipe, hydrants, valves end fRUn{s will refer to - Ramfnrnd rnnrrete water PIP', steel cylinder type the designations fee American Water Works Association prestressed shall roefrirm to the latest AWWA Standard (AWWA), or to United State of America Standards C502. Six,, obi marking. specials Ian{ths, etc.. Shell be Institute (USASI), as eSeetive on the date of call for a specified in the special p�ovlsions. bids Copies of thew pubiicatleno may be Obtained at nominal cost from the American Water Works Anoela- 72-2.41111 STEEL PIPE liar, 2 Park Avenue, New York 10 New York sad from Steel pipe up to 217" in diameter shall conform to the United States of America Standards IatAide, 10 test ASTM DesgrulUon A120 and ahsfl imolud m{ 011mgs) be 40th Street,New York,New York. ha dip galventied inside and out. The pipe shall be Water malts will be constructed " IocatiuOf sac coupled by wing malleable Iran Screw coupling In ac- shown qn the plans. eordance, with USASI Speelfitatitm Ill Where grading is required, such grading as eatave- Steel pipe 4" to 20' in diamet,r shall conform tri tht tiun and ecchankmmt shall conform to the requirements latest Issue of AWWA Standaerd C202 Special provsmns of "Jon 12. and rough grading shall be completed shall include outside dsn:eter, wail thickrrns. class and btfcre excavattm of the water main trench. details Imaths. tests lmrLadin{ hYdr(stalir), protective treatment etc. vi Unless otherwise provided by Me psome revisions, tluN, the unit contract Df1aVg Mal! Include • guar- •2.09A cesYMs for Mal Pipe .nty by the Contractor that the design. materials. work. Types of protective treatment shall lie a follows manship and performance of the pipe, valves, hydrants. 1. Coal tar rotating per AWWA Standard C204 valve chamlxn. boxes, fittings and accessories furnished 2. Other special coatings as may be described in by him will M as specified, and that they and the special provisions installation of them will be salisiactory to the Owner for the purpose intended for a period of cant year after final -SAM Cessin sto/n aim"" acceptance of the contract. All steel pipe 4" and larger Mall be coupled by the 73-1.01 UNGRADED STREETS followings 1. Dreaeer coupling style Y. or oegqsal On ungraded streets, when grading a; out provided in2. Sell and spigot with 0-ring rubWr gantlet which the contract Schedule, the depth of trench excavation provides unrestricted Sow in either dinction Shall be as Shown. on the plan and profile and Six Sulked g. Plan{n Mali variation to AWWA Standard C207 by the EryhMer. 4. Oilier types as specified in special Provisions. Whertr the plans Show the pipe is to a laid above the Couplings Mall be coated same as the pipe existing {round surface. an embankment fill Shall be made and compacted to confirm with the MCUm Shown 711dM GALVANIZED STEEL- PIPE On the plans and the water main trench Shall be exu- low the of ASITMnDaafgration A 120 it non/arm to latest revision voted bull MofvtheTpispe $hall he <omM embankment wth rollers or mechanical compactors under controlled moisture 00411111- ti•i.97 GALVANIZED WROUGHT IRON PIPE dons as required under Mound R of Steelton 1/•113Op. Galvanized wrought Iron plpr Shall cenfnrm to blest Where no bid Items are provided In the contract revision of ASTM Designation A 72 fur wrought cam Schedule fur earthwork, filling. or embankment fill. such pipe.Specify standard In Special prmis,ons, work Mall be considered a Incidental to the construction and all costs thtvenf Shall be Intluded In the unit 1-11- 72-2.4111 PIPE PITTINGS tract price per linear foot for "Trench Excavation and Rackfill." -tAtA CoatAmWhere, in the Opinion of the Engineer, the extant off m All cut Is fittings M Shoji conform to the taint USASI the work of earthwork. filling. or embankment fill lusli- Page 1V--1 i i STANDARD SPECIFICATIONS . I FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION e h I f Prepared By WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION I 1977 Editing and publication has been 6 Inn,ol distribution to otres and towns nonced w,th funds allocated by the of Washington, and to efigibl0 per. WASHINGTON sons and wgonirahont is mode by the .iATE HIGHWAY COMMISSION U.I.S. COMPANY Olympia, Washington Pevnh and Vlne building Soanle, Washington 98121 t' J_ rm ....,r..r ,..,..:.�:..-:.,-u...-..-w...,swrsr ':....•w+x.++r�N-nta9+fw1+ �M �. ♦.r r:ww+..s.....a•....n..r..n.w•r,..n:n.. .r.nrr.w.....r....nr..w.a,.nw. 6 W - SlLLINGHAM SUPPLY, INC. W- 54-0 P. 0. BOX 888 • 1701 ELLIS STREET BELLINGHAM. WASHINGTON 88295 TELEPHONE 733-0570 r►�eaaa a reply —11 o.R z3 /7y Z5 s�ru 0 q 1 1 mmm NONE . . Al�r1' '- ■ /Wi ■ No ■� . FM ■■N on NI■■N■■■ ■ on •�N ��■ � ■■■Nanon MUSE NN■�■�� ■ ■�i�SENSE��t■■■ N=■■■■■■■ii ■■N■�■M ■ ■Ns■NMOON Noma am ■■■N/ "can" �■�� ■■■ ■ ■■A■■■ Nm ii �i-ii■==i/i■MMMM Na ■ ■■ ■ � ■■■i■i ■ � /■nNs %■/■■ ■�/ �■ /■■ /N i■■■■■ ■n■ ■ =i■■■ ■NOS N ■���■■/■��/■� ��■■■ ■� i/Nr/■■■■■■■■■/■NN u/�N■ i si 1 re A e, W%■a J - y i N 1 I ■ MEMO ■ N ■HN■■■■ r r Farr /=an ■n. a u�e z ■m ■■r a " ■■� ■■ ■■/■now me- ans H ■/ ■ ■■■■/■■/■■N/■■■NN■ �■t9q�r 7nPRIT■/■■N■■■ ■/■if�■ ■■r■■■/■■■■■ ■ SOM■ ■ �1�/AH��'�!1■'Z. :: amon MONSOON r "I p N ONO M�sm ■ ■ p ■■ ■■■■■N■■■■■N■■/ ■■ .r " ■ ■ : ■■ ■■■■■Ho■■■Non7ffi■■ /aii=tt �t t■��en■■IrEr'►sr■rr�;�■ ■■ ■■ ■ ■■ ■■■ ■NNMNo No ■■ /■ '■�i ■ i■ i / i��ii�i■■t�iRaw � A 1 I.I I PLANNERS NGINEERS / I V / V:Moil 411 MIN m a Eno BNNEB .N N■■..■EU■0 so Il. .■■ so we owng pp%mm on ME ■■..■ .EEOEO■■ NEW ■■■ BEO■I■E■■■NWE soon �BB■ ■.BBB/■ ■.MM ■■ ■ OBOEon "BONN 0 No �! NEW EMMUSEM so ■■■■.B■■.ii ONE Sam ME ONOW HOWN---N arm N City of Renton, Utility Dept, 1 PRESSURE TEST FORM Water Project Name of Project This test was taken by _ on �' 2'-' 7 9 At a pressure of PSI , for minutes. The test "Failed" / on "Passed" y on Comments: i N■ ■■w■/ ■■■�■w■■■/■■w ■■ pl, on ��/■�/N■■■�l ■/w■ /N ■■■/■■N■■■ ■■■■�i ■ ■ ■■■� ■■■ai�■■N ■■■■■■■■■■■■� ■■■■■�/■■■■/uH■ ■ ■ EN /■■N ■u■■ ■■ ■ ■■■■■H ■■�■N No ■■■■■■ ■ ■�■ ■/ ■/�■N■■■■���■� H/■■■� .■■■ ■■Yi■■° ■/■■ • ■■//■� ■■■■�■NEON■■■■■■�■ ■■■■■■■■ ■■■■■ ■■■N■■■ ■■■■■■/ ■ M/■■■■/■ No ■■ ■� ■ NOUN ■�/ ■■■ SO MY } SO ad ssssssr710111E �sss OEMsss0 in /■ rn■r�i�r�� Non F ■ Gi'. -air , a ■■ ■a nisi s ■ ■■amm.rnn►�■ in BE ■ /Tarim -%a■ ■ ■■ ME ■ /=i�i a I Arm am ■■■VIEW M a Nunn III ME so ■r ■■ " ■■ ,� s:r ■r■■ iu= s� r■ N IF ■ ��lR7�J. ■■ m N■onIN Ism, IF IN sm <. win lion: 0 ,ME M1111111111 in on�m Elmo so iiiiii's ■■u ■■■■■■ ■■ WIN C �■ �•s■i■■�■■rz?�■a ■■ /■ ■ ■ri■ua■ 117M 11;1010 VA "IN" 0 OWN INN ■�i■=i■C w" ■ii� ' i�i,.��'i ioin no on F , Is ■■■ in ■■■■ a■ ■ ■■ ■ ■NMI ■ ■■ ■ ■ �■■■■ ■ ■■0 ■� � Olson_ ■ ■ in ■�� in ■■� ■■ ■■ ■ y ^al; �t Tq I v' STANP ARD VESICgN CRITERIA LAYING COND17YONS The success of o pipe product is due nor only to n 9. Lay"Constions --- ---'----material composition composmon but also to n proper design.The Once the above aireno hos been determined it is design mtm consider and respond to merry odverse necessary to decide on how the pipelne shall be influences.The Prmory design convderotions far bedd^H and bockfill d,n the held There ore five ductile ron pipe are M follows standard methods with each one offering in parriculor I. Trends load design value The convderonon indudes the basic static eorrh loud The obove is intended to provide a general under- the dynamic nu&load together with the farce of the standing of the design environment of an under resulting impocr upon pipe srr cture.To resist this ground pressure Pipe product influence a Cr;qr,- g ben cling stress of 48 000 Psi is Detoilod mformornon is available by n ferrog ro the vnl"--d arest AMERICAN NATIONAL STANDARD tar the THICK- NESS DESIGN of DUCnLE IRON PIPE GRIFFIN Regional Producr Engineen ore available for consWanon 1 Internal Pressure regoro:ng urnusuol design or installation problems Here the concern is with the intended worwig pressure of Me pipeline rogerher with on additional surge allowance of 100 psi These volues combine to pro- vide the required design standard. In response to this requirement a rensile strength of 42.000 psi is unlaed i e 1 g r 7 DUCTILE `IRON OWETALLURgY QUALITIES A pressure pipe of unusual capabilities Space- High Tensile Serrtgih age meraliurgkal rechnology has resulted in d Because of the spheroidal Shope and dispersion of me graphite ductile von has many Strength properties of new cost ferrous meta'which Introduces signifi- steel The minimum ncceproble• nxte xrengrn is cant new values into tau van while retaining 60 000 PSI the minimum yield yre,igM 42 000 Psi and Improving upon the nodpropertiesol properties of and minimum elorgorian of 10 per cent $flit lgih and longevity GRIFFIN•DUCTILEIRON Bursting 5"ifil PIPE presents o uniq,.e value-maximum ductility The high reryle strength of duolie von combined with to wi huond ext oo d,x stresses. its elastic pfopenies makes GRIFFIN DUCTLE IRON ry PIPE capable of w0won!ing extreme internal pre vre j The Wrollurgy Impost Ssm Wh Ductile iron is mode by a revolutionary metal. GRIFFIN DUCTILE IRON PIPE exhibin tremendous impact Strength This shodii resisance molies the pipe kwgicol process.This proses.,involves the addition less vulnerable to damage from improper handling. of magnesium into molten iron The magnesium abnormal service co.'sd,hons. heavy loads and liquifies and volorizes. The resuln, apor louses u^ycble Soil condifiom under which Ortw pipe murenols may foil the graphite in the iron to precipitate into microscopic Spheres rather than the graphite Duo0y flakes founo o ordinary,cost iron. Unlike floke The in,ererx obili y of GRIFFIN DUCTILE IRON PIPE to r kr rsse ire e, spheres or"nodulls"in bend wimw breaking under extreme Stress is a 9 oP W sP superior quality fa on underground pipe product ductlle iron do not interrupt the continuity of the This quality ossures the pipe use,on added safety factor ogainsr future unforeseen forces. moss of trun. Ductile iron therefore has mesh- IL finical propani-s of Neel while retaining the well Corioslon Resistance known corrosion resistance of cast iron Mae than 1:0.'arer and gas utilities in rho United Stores hove underground cast iron pipe mstallorions Mat hove continuously served for civer a century The •--t kxgwity, of cost rton ape a a mane,of public record - eQ.. V I In 1950.The Cost Iran Research Aswiorion began soil corrosion tests of ductile iron pipe.comparing gray iron Ono ductile iron pi buried in to few 4,W0.5 M taverner• American soak knownrobl Cattasivl. Nunarlds of cSamples were Insirolled Ono have blYn Systematically Q . uneorthetl antl rested during rile pay rwtnry yeas This daa and Me resuM of most field experence witductile trap pipe instOlionoro hove shown:har rile soilf • corrosion revsronce of ductile iron pipe equals a1exceeds mar of grog iron pipe C • o ArIonto /: GrMFTINPIPE ocquired this property in 1963 ® clay sewer pipe is montifromiriid in 4 to ther products include fi(eploce brick und flue linings The Milledgeville locotion is ideol to provide quick WvW e To customers in the 50vtheastern and Southern States � t�'�r', *�•�� I 11/////I'1// s 9��l RI` F 2YIVCHBURg,`ORCg. INIA s The Lynchburq focili y was dw lawo acquisition by GRIFFIN PIPE. becoming a port of its corutnu- ,ng growth in February of 1972. Situated along the James River this facility occupies o 10 ocre plant site and produces pressure pipe in sizes ranging from J through 16 inches. soil pipe in saes from 1 rh through 8 inches fittings and glands Manufacturing of pit cosy pipe began here as early as 1887 Since rho late 1940b the plant was port of a major French company until its acquisition by GRIFFIN PIPE Lynchburg location provides prompt service to the Mid-Arlontic and Midwestern Stores. C r►, 4 FLORENCE, `AZFW JERSEY In 1976 our Florence facility will celebrate its 175M Annrversory. Originally the R. D. Wood Company. this was The first company to monu- facture casr iron pressure pipe in the U.S Its products continue to serve scores of tines Throughout The world The modern plant is a prominent source of supply - for ductile von p.pe customers in The New England and fAtd-Arlonric States Its product line includes 4 to 24 inch diameter pipe in 20-foor lengths This facility was acquired by Griffin pipe products . Co. in 1962. - tkm�4N Sl 1 I J' 3 COUNCIL BLUFFS, IOWA 1 The anginal GRIFFIN PIPE plants located at � Council Bluff. It covers 105.000 souare fcv of space on a 19 ocre site Here ductile and cost non pressure pipe is momfoctured in modern 20-foot lengrns in diameters ranging from 4 to 24 inches Produc non rs by the Delavoud process, a method of cenrrifuyol caving in permanent water cooled molds. Pipe cost in this manner is subsequently onneoled. processed in o finishing line and palletized for shipment. The central location of GRIFFIN PIPE at Council Bluffs makes it a logical source of supply for pipe users in the Plains and Rocky Mountain areas .t and in the Midwestern Stares that border the GreorLakes I , 1 , I i •,, w-sap f F s gRIFFINcHISMRY WOFFIN DIRE looks coMrderuly to the future with rYi o combined rotol of 955 yeors monufocruring experience in its four focilities GRIFFIN DIRE wos orgonzed o 1959 as o division '"t of Gr.ffin Wheel Cornpony. the notion's lorgest producer of roilrood freight cor wheels whose history dotes bock to 1877. ' ~ ` Griffin Ape Products Co. wos formed in 1961 Through ocpuisiron. its product line hos been exponded to include Jucrile iron pipe. pipe `mngs, cost iron soil pipe, vitrified cloy pipe. .._r. fireploce brick and flue lining. Griffin Ape Products Co. is proud to be on oper- citing division of AMSTED Industries Incorporoted „i. r i s t 4i �10 AHRRICAN NATIC L STANDARD v ��•#_` )jetting representative aims to hydro- he as follow,,: R' -st-WIT 301NTR 11 static pressure® of twice the raced A world deny s,..�.. n-.., • PPendiz A working pressure of the pipe etc fitt,ne ^R`u^•_.i sad smalk•r 330 -Notes on Installation of \Ie,-hanical Joints with which the joint is to be used but I4 in no event less than twice the mini- IS 24 3� 7Ae7r Nobs an Rot purl of the sMudord, Ant are mum world 30-34 23u [itro for iaformoHmr. ng-preasrrre rating ahoAn 200 in the table at the end of this pa-a. 11-8 2 4 taawM The successful operation of the me- gasket onto the spigot and assembling graph. The hydrostatic y 'oilil?'of rep- chanical joint specified requires that the joint. pressure shall rts. ntative sizes shall he possibly with the spigot Istin centrally located in that Fro aster aril be applied [o joint samples havmg the joints havicg minimum clearances bell and thatthemaximum clearances between the between tare plain end and socket es be oil adequate anchorage shall may range a(toltt s v�,,� the nor plain end and Rocket as alb en here abrupt changes in and the orque.,t,,I t•applied .need by the allowed be the specified tolerances. direction and dead coda occur. kntgthe o. wrenche% that specified tolerances. In addition to These joints shall be capable of being should satisfactorily produce tl,e those samples tested in the undeflected assembled and deflected to the maxi- lively I�rubber gasket seals most effec- ranges of torques condition, some son g y (Particularly when Scalingare Kiveur in the pls shall be mum attainable an k—but not in r if the surfaces with which it Lromesa n µ'hen tightening bolts,it is essential tested ahik deflectad to the angle excess of the maximum recommended contact are cleaned thoroughly (for that the gland he bought up toward recommended as a maximum by tie by the manufa-turer—without dam- manufacturer. At least one sample age to the Lets, examph, o•ith a wiry lousir)just prior the Pipe flange ev-nly. maintaining shall be tested while the plain end is and without di went or fittings, to assembl to remove all Insist rust approximately peen the gland the same distance be. -.rlset laterally within the socket to the let from its into h'Went of the gas- or foreign material. Lubrication and tween flee maximum extent permitted by the 11-A.3. Cuake-s. The Baskets used additional both cleaning art rune the �a� else face d' the > flange At all paints around the socket. joint design. The joint shall not leak for qualifying the joint shall Ir of the This maybe done during anv of these tests. The miri- same form and material as the gaskets I mt (as with soapy water for �y partially tigh4n- mum weokin "ample) jua. prim to all t ing the bottom bolt first,risen the top g Pressure ratings sh;.11 intended for use in service. he bolt, next the bolts at either side,and • • _ finally then remaining bolts. This wt'e°�'."4 cycle should be repeated until all bolts are within the range of torques shown i 2_3 1 4SeD I g in the table. If effective scaling is 0--3 306 11 &S-100 12 not attained at the maximum torque 42-" 11— 105-120 1� indicated, the joint should be dis- -- assembled, thoroughly cleaned, and ,sloplint� wtaca vw- reassemb ther led. stmaing of bolts rw�m"°e.wora`isr�e..,weirdtOOw et., O"r to eampeneate for poor installation wow,.ors"°`nrnriha,rrvr,..ak«+.»,rs. Practice is to be avoided. Ii i I I . I i law ON •g AMERICAN NATIONAI, STANDARD ` ROEEERKR )tO1NT5 9 _ r . mensions shall he gaged at suf5cirynW ard. The manufacturer shall retain ` frequent intcrtals to assure dimen- monthly reports of ,melzratative clonal control.11-7.3. acasr r. Gask quality-control test results for gaskets ccor et dimensions manufactured iB that month. ... a _ a1A11}e in rfarme with the manu- 11-7.4. Lairrter t- The lubricant "--- -- - factuter's standard shall he suitable for lubricating the design dimensions I I and tdrrancea. The gasket shall be parts of the joint for ass"nbty. The L- of such size and shape as to provide lubricant shall be neirtaric, aha11 not an adequate compressive force against support the growth of bacteria, and k o'�rnraae,-___� ---N the spigot and socket after assembly shall have no drterioratirn,effects on . to effect a positive seat under all corm- the gasket material. it shall nor-c -- i „p, bueations of joint and gasket toiler- impart taste a odor to water in a Pipe antes. The trade name or trademark, that tau beet flushed in accordance sire, mold number. gasket manufac. ttitIt AWWA C.601-68-,Standard for turer's mark,and year of manufacture I li.infecting Water Mains. The lubri- _ shallbe molded on the gaskets. \I.rrk- ""t wntvners shall he labeled with I'i�l l'Ij� Inge shall not tr located on the x-.,link I lie trade"Ante or trademark and the i ��I III I'� r surfaces. pqr manufacturerb name. Gaskets shall lie vulcanised naturd 11 7.5. Alarhili Pipe and fittings lets.118 ateehanlcal-Joint Bohr and Ruts or vukaninvt synthetic rubber. N,„ li,,r,n";push-ar joint$shall be mvked .\mots; reclaimed rubber shall be usttl, p'hen tt it,, the Ixo}xietrn nlmr car uade- l. Dimension H is unthreadedtwo hard,,vssm of rubber are include+t n,,k of the joint. shank. in a gasket,the soft and hard portions Dimension P is measured to face of not run up linger tight. . 11$-Parlorm®cs A 3. Draft,when required to It 6deg maximum.may le deducted from Isll . shall Ir in4grally molded and joirwtl sgtrlreme0b of head dimertsicros,and radius B ?may tr chin m a strong vukaniud bond. Gasket, the Pushtin joint > changed u,suit draft. shall be free of porous areas, foreign The mar :actu yr shalt have quah- 4. C,hea if mquired, may protrude a masinuun of j in. al. vc the top of material,and visible defects- tied the do,gn of his joint by having the bolt head. TABLE 31.3 The required properties of the gas- performed the tests given in this sec- ket rubber and toe required method tion and shall have records to show the 27•rMRirJ.laiat Deb OW Nat niarsusi of test are given in the following table: results of these teats. see.-see sees Jea tea b '- t_. P b J�e.0 It _ -0a3 Tin Pn:oercr I Ba,dn Mlaa }X2} 1.30 0.62s 2.s 113 11 - r•'�u ty nkq, o.62s*o.w�l.o62 o.mr _ II + 0.625 0.312 Norm }X3 1.50 0.625 3.0 1.73 11 I1.625t01e1 1.002-04 O.CAno 0.623 0.312 hanlnea D,Kometer"A" D22ta68 50-6.5 ! N83 T.saanox oe wmirW Aacrinesr f3 j t5 }X3} 1.15 0.730 3S 1.13 10 0.750f0.0e 1.250+O.ql 0.730 0.315 Min. ultimate tenile-pFi ttt22.68 2.000 1 1.200 Min.ultimate eloneatboR-per reap t1i12-618 3W i 123 -0.urt ' Min.aging reRtt D572b±1 60 }XI 1.T5 0.T50 4.0 7.23 10 0.750f0.06 L150+0.W 0.750 0.373 Ma.oartwnavion set-per rent D313-67 20 I fX/} 1.75 0,750 4.5 i275 -006 methalB 10 U.750f006 1.250+0.00 0.750 0375 gMiaale,to ones cratkieg I 0-I119.646 I No creekigt - iX5 LTS 10 T50 5.0 3.25 10 O750t0.06 1.2511+U.W 0.750 0.375 1 see 2.25 t.oa7 -Bea Ia eta 0-Ak sas aRRaaee'aaeu A0 3.71 s t.000f0.Os 1.625+O.ql LOW 0.500 0an••At••°e°�•'� rtn M M at m C x ig at ro p< a le. Ann.or�ew a!f Y espa,mn 1.sp.�,n crone a<wenenw•a,IMF.r a taq♦�ate!e-.' Rki 1}%6 2.50 1.250 6.0 I J.75 T t. -0.08 "Pp°uWbmaer eons Aoc�lkn at a,ra aulan. 150t006 2.000+-0,00 L2S0 o625 -0.08 f Quality-control procedures shall be 11-8.1. H'arkisg-pressare ratings. •N.,.ew s eh,eaepr kre coarser s'e utilized to assure that the gaskets will Tile re e working-pre-su rating of the cr.all.Re.aelA uNCiA aM eft.,,re,un ra.s '.Tm.,.e,t 11 . meet the requirements of this stand- heal"-on joint is established by sus o+ler.ae oarwl7- i ` w 6 A1tt:xltAN NATIONAL STANDARD ausan-GASasT JOINTS J ,�so, t. _ • • high-strength cast iron containing a specified test leads shall not break the ,:-.y,y,rA,d 12-!"t minimum of 0.50 per cent 3 �+y z. nipper,he nut nr bolt r perm, qmh- stretch ou v»9oal,.a.• high-strength, low-alum steel. The the bolt. Permanent stretch n de- on, shall have the following char. fitted as 0.002 in.,%in. of bolt is de- r c oa" aetlrlatlt5: Assembled bolts and nuts shag be oz•°"1 C°ii°`�"� va.. tested at the following Mad values. t 1 " which hair been determined on the i Min.yield strength-psi 45,Ix111 iag-w t«w. Min.elwlgati0n in 2 in.-pa o*1 20 basis of a 45,000-psi sttees at the runt t 9-tip ta...M 4r•rw 2,i-ry • Max.content-per re.t of the thread: Carlton 0.25 Mantanem 1.25 OMo. Sulfur 0.05 m a Min.oontrnt--W real 1 9,000 r-� (.. 1/•.s I2-24"t a0a w..�, \� Nickel 0.25 j 73.SOu zo rslw-•s"r j Colter 0.20 1 2y,-yq Cnmbimd (Ni,Cn,Cr) I. s 11 40,000 a i7g.lt.a h[Kb'n4cW J9nnt Gasket,"a;n. (Ma Takl.11.2 ant Nuts) 11-6.5.1. Tkrmits. The design of I1-6.5.3. Workmanship. Bolt - internal and external threads shall shanks shag he straight within log in.; Note, conform to ANSI B1.1-1960--Unified 6 in.of length. The two load-bearing - Screw Threads, and to 61.2-1966-- surfaces of the twlt heads shag Ir in a I. Tipped or backed gaskets may be.m:u,, in the saute ntnbd as plain rubber Screw Thread C: gvs and Caging. common plane that shag be at right gaskets,but the inside diameter of Such rein4,rrtd portions shall not exceed the Thread form shall conform to the angles to the bolt shank. „pgeOD'„ standards and to the dimermwns of Bolts and nuts falllesour! -t - 2. The duck for tits and backs shall 1, frictional before molding. , . the crane-thread series (UNQ Uni- and ooa"with a rust-resistant luhri- lied Coarse;external threads shall be cant; their surfaces shaft be five of TARI.F. 11.2 made in compliance with Class 2A objectionable protrusions that would Z 48-w. .Mn2reaire2-Joist Garter piaeasiea2-in. limits, and internal threads shall he interfere with their fit in the made-up --i--- _--------. ---_ made in compliance with Class 2B mechanical joint nlera..r pbi.rl.bar G..W% limits. Bolts shall he threaded con- I1-6.3.4. Packiwa. The nuts shall t - rentric to the longitudinal axis of the be assembled on the bolts for packing- a9o1 nw i s c +t oo.e.. g r c shank. Nuts shall be tapped con- 7'Iey shall be packed in suitable own- -1 centric to the vertical axis and at right Lauren that shag be plainly marked 2 2.30 0.49 0.61 0.31 2.18 0.12 0.15 105 angles to the lead surfaces within a with the manufacturers native, and 21 2.75 048 0,62 &J1 1.72 0.11 0.15 t.as tolerance of 2 deg to insu a axial the sire, quantity, and wright of the 3 3,96 0.49 0.62 (PAI 3.86 0.12 0 is Los loading, amtenl5. 4 4.80 0.62 0.7s 0.31 4.68 0.16 0.22 1,22 I1-6.5.2. Proof test. Statistical 6 6.90 062 0.75 0.31 6.73 0.16 0.22 1.22 ' quality-control procedures shall it i 9.05 0.61 0.73 0.31 8.85 0.16 0.21 1.2211-7_Spscial Baquirautunls for IM t0 11.10 0,62 0.75 031 10.87 0,16 0.22 1.21 utilised M assure that fonts and note pinheo fohal 12 13.20 0.62 0.73 031 12.95 0.16 0.22 1.22 meet the Specified test hods without :a IS." 0.62 0.75 0,31 14.99 0.16 0.22 1.22 permanent Stretch. Samples of as- I1-7A, Drau-ixgs. I be m.0 utac. ,. 16 17.40 0.62 0.75 0.31 17.07 0.16 0.22 111 sembled hefts and nuts shall be proof- tumr shall furnish drawings of the I8 19s0 OS2 ( 0.7SS 0.31 19-13 0.16 0.22 1.22 tested in tension to the load values joint and gasket, if 20 , 11:n 0.61 0.73 0.it 21.20 0.16 0.22 1.22 H requested M- the 14 I580 0.62 0.T3 0.31 25.34 0.16 0.21 1.22 designated. For testing, the nuts purchaser. 30 J3 011 I 0.:3 I.00 03a 3I.47 0.16 0.37 1.5{ shall he assembled Rush with the end 11-7.2. Diareasioss aad W,"wa, u 36 39.30 I 0.73 1.00 0.38 37.67 0 16 I 0.J7 1.S{ of the wits. The load shall be applied The dimensions of the hell,Socket,and t- 42 4{,56 0.73 ( 1.00 0.38 {3.1a 0.t6 I 0.37 L'14 . without impact between the nut and plain end shall be in accordance with 4a SO 80 I 0.73 1.00 030 {9,9a 0.to ill 0.37 1_N ----!-- _._ the bolt head in a suitable machine the manufacturer's standartl design - - -- th"t will insure axial Mading. The dimensions and tolerances. Such di- �w AYE[IOAN NATIONAL STANDARD � • E Rtr[aRa-GASKET JOINTa = I-- i ! � jw IS II � �_ is I a I testa madn"caste on hnm the same Table 11.2. Tile sin i Il_ ---y-�_.__� + iaIw iron as the glands. The test Aare Ire rtmld num- i shall he AS't�'if standard Iwo, bast letters mAnafacturer•s mark. the and tested in a J• (or SM").and the year j w I t i j u 1 s 9 9 I R A accordance with ASTM of manufacture shalt be makted to the ` I a s j I I A4&-64 for tensile strength w A43g--6g I t o I i l' q i s I s I- I s I In fur transverse hreaki rubber as shown in Fig. 11.2. gs a 1 x s S« ww w _ 4 " w I ' i' .4_ ng kad. At the Ruble gaskets shall he vulcanized no1 9Ing 1-4'- 1.%1_"la ila9lsi a I option of the manufacturer,either the natural or vuleanittd n•ntl,ciic rub_ 1 I I T� 4w!T• T• T T I I I tensile test w the transverse test may IA•r, (lee of TIP,! tensile T' Tw gars areas. (crew i I e j i a I e j j q j s' _: .) 1>e used as tl,e accepta„ce te,t. The mxterials,and v,sibk detects. ? n _ required t s I p : �, w 1 __ _ Properties are given in the claimed i• I j« 's l ji (« a jtt R I$ following table: ruble shall be used. e I- I ,_ _ I F _ �_ a 1c• j- ,- j�1 i f __ - Quality-cattrol procedures shall be R Iw IR 1' 1 utilised to assure that gaskets meet the a e A cd. w sm. 'a, the rerltrirements of this sUrdard. thlN s- 9 I I i «tom N.m ar A-1 T..& • I ems— t.,.a The mam,(acturer a hall retain •w'' i I ws 1°$ =i 1 wi I . , 6e..r my cra I I II T'!T-1 cw1-�l-� uwsr L repwts of ai a I T-I T^i i T T representat;e a gnafiq•ra,- j s 1— zs L: to = trta tests results for e:,,keta "a' aie:l-jaQ Aisi as manu- 1 j I 1 ' jT �q"iT_iT-IT-Iq-i4.lTwIT; as a x ss 2s factored that month. ` " Iq�1 T#IT' A' za a ia'a wi'wi'_$-------�;�41--®_ The required properties ot tile gas- T'IT=�T IT=I4=ITA TI19 Taw js ket rubber and the required methods _ T^ 4A I Ys To I49 11-6.1.2- 1)"le-il'" fasts, wrw,'sR 1_i w e Tice of tent are;ivrn in the toibw' +^ si w$ i $I ss�_ standa,J acceptance test for the TUH table. a,i$�T-IS-ITL•I19 T TSITG,T� IeR heroical characteristics of ductile-iron --= -F----_ < 1 d;3, �T��4'lq"I 'IT-ITs� 'igaj i,7, e$�a i's= $ Is glands shall ix• a tensile test (r:Nn r''°Ov^r � t'�akisoe a'v°°``° ITs ,1:lTglTAI!gjgdlT cotponscastfrom the same iron as the 'low�+' 3i e$ $ A '1^ :i a i t € e^ Hlands. The coupons shall Ire cyst atd wi a- =I 'I s I A.I«a:I AA #a I ,p I Ms ya I Tg I T� the tests made in acc rdame with 11� "P`�; '4• Dd24P6R is m s a T 4 i �i °q'I�- s__ AS"f 1l A536 rl. Tire ductile in,n w k-y r Isla-as If 1, r l� llrlT Ili TyI7�l4 q ,q-is' from Whicu the la Atis. 1.5at1 k $ I I glands are cast shall ahimvtr e �+ + is j , Y 3 I have a minimum elongation of 3 sr ?81ipR-M•r*+" lNla-sa Igo I I>< Ii la III li is lie k Ill I „"t M"aging _P" w Ri+ aaTte '$ s-- -g- {S+ It iegg I jIe `t!-d.2. Dimnrsians and Wlrrances. Alas nrsrprs { DS:?.a72 q, l • :w l I s I R'l 4^I`w l -I l$s rSw'.wA w/j f a :I,e di•,unsioss of the tell, awkct, +rr--fn reyr II D39S47 .n s I+ I« !T 11 1 i P...:,'••td�and gland lip and the diam. ma4ad 8 i t 'T , # eter and location of the bolt he es H"'uiBO°n"Nose dir —, l: �' , ,• ,+iq, _ !3 t ... gg—d-- shall he gauged at sufficient) t `r"*'ae D-11494411 No § A ` -i Y requent * �,•I I$ A ; I$ I,A ' t'�j IAI `'�9 I intervals to assure :arlplin• e with 11 I`+ I + + i! l I� the dimensions shown ill Fig. f t.l and •a,., y i ss 1 + - f Tablle 11.1. rya w=w� TA ,A wy 3ffi 11-6.3. Bolt holes or slats, When ,i m °ia'tlRO"`w'a."'«wr r sec a re.c qq aR $ I I I 1 - `•' necessary for I he insertion of bolts.the t Arun a.A,n.o« xs r<awre m s.royr+�+ i { mae re.wwmu..«,ecs w rm..•...a reV. I$ R Q±_I II bell flange stall have .xs H slots of the •ou.�.atr m..•«urns x.[ww.« va. i same width as the diameter of the bolt . I i 31 - holtx W'Imn specified,the bell flange 1 f-6.5.Belts and Nets. i$ Ie I 11 T 1$A IdiAI q A � shall he furnished with holes Upped of tee-head lxrit+and thtrtenmoos + ` $ $ for stud Molts. helagonal nuts w I• w l w w i w I s 11-6.4.tX3Sf'e15. CA[kEt dimcnaieM al"Ill rreca ly Aith the dimensions and s i ns I s s I A i= l A A 9 i s shad Mt Gas to the di shown in Fig. 11.3 and mensiona and Table 11.3. At the manufacturer a tolerana•s shown in Fig. 11.2 and option, thev shall be made of either ( 2 AYRRIr N NATIONAL STANDARD RnaRRR-GASKLm �Jf\TK Cast in iilelal Molds, for Hater or and gaslaets and lubricant shall he • Other dispatch for awm sufficient quantity with pushrm joints, all in e �L ANSI A21.7-1970-Cast-Iron Pipe ty bhy of _ Centrifugalh Cast in Metal Molds, each joint. ,�-w for Gas ANSI A21.8-1970 (AV1 µ'A f-M,; 11-4-Iaapsayon :0)-Caa -Imn Pipe Centrifugally Gist is Saul-Lind Molds, for Water 11-4-1. lingx ction shall be made in - � - ---r or Other Liquids accordance with the provisions of the I ~ •__� ANSI A21.9-197o--Cast-Iron Pipe standard under which the pipe or Centrifugally Cast in San!-lined fittings;re purchased. 7« Molds,for Gan 11-4.2. If the purchaser wishes to s Federd Specification 11•µ'-P-421c inspect the manufacture id glands, I zas--Pipe, Cant Gray and Ductile Init or gaskets that may he made by Iran, Pressure (for Water and Other subcontractors, special arrangements Liquids) C,a,.rfor must he made at the time the Fc.feral Sl)"Cification Wµ'-1'-3601, order is placed. x -Pipe, Cast Oran, P.tssare (for (;as, Water,or other Liqui,fs) I I-S--CURUCaMon and Too Below& ( o� IP s.ANSI A21.tO-mi (AWWA t'110- 71)-C:rav-Iran and Ductile-Iron Fit- 11-5.1. The manufacturer shall, if tinge, 1-48 in., for Wacer and Other required on the purchase order, fur. ss + C - - nish a sworn statement that the in- ANSI Lrya,il.l. Nshswical Jowt DLaen.i ;c lea sizes 2—ta In. (Sae Tah:e I Ll i ANSI A21.12-1971 (AWWA C112- spraetion and all of the tests specified 70--2-in. and 21-in. Gvt-1ron Pi(x, Baud been made and thai the results • ;� ',..,,., I Centrifugally Cast,for\i-.Ater orOther theread axomply with the r^yuirements 1. The noininal tttic knar i i L.quills of this standard. I - f tL•. ,ape bell "S" shall nog 1, 1,,� than the ANSI A21.14-1 Iron and 11-5.2. A record of the specified narninal wall thickness ol the pipe of wldch it is a part. The "i' dimensions i, 3-i"" I shown in Table 11.1 for centrifugal pye see for meren, and wem used to Ductile-Iron Fittings, 3-24 in., for tuts t ined f bolts,and gasket-shall calculate bell weights. Gas available retained for t Yr and shall he 2. The diameter of tired holes may be A vSl A21.51-1971 (AWWA CIS(- available to the purchaser at the � )' tapered an additional 0.06;.n- 71 Ductik- foundry. ! 3. In the event of an ovalness to the outside diameter of the plain end,the )-- Iron Pipe, Centrifutpa'IV asu mean diameter measured by less y a circumferential tape shall not Ile s than the Cast in Metal Molds or Sard-l-;toed minimum diameter shown in the table. The minor ads"not Ie less titan Molds, for Water or Other Liquid, 11-9-special Requirements far like the foregoing minimum diameter plus an additional minus tokrance of 0.04 it,. ANSI A21,52-1971-Ductile-Inn Mechanical Joint for sin 8-12 in.,0.07 in. for sins 14-24 in.,and U0 in,far sizes 30-48 in. pipe. Centrifugally Cast, in Metal 11-6.1. (;grads. unless otherwise 4. Kt and Kr are the dimensions acr;Ras the tall hots. For sizes 2 and dtokls or Sated-Lined Holds f r r:u specified, rant-inn glaruds shall to 2} in., lath Ran ge and gland may be oval in shape. For ainy 3-43 in., the furnished with ductile-iron pipe and gland Maybe polygon in shape. samI e Pei The joints spell have ton: fitting& Glands shall have a bitu- I 5. Gland thickness "M- for sizes 14-0 in. ma• be to fitting of f which theyre a as the p o� mitt.ws coating unlesa other wise spec;- the option of the manufacturer. S perad a8 allow" Y part. fied and shall have cast or stamped 6. The"L"dhaension shown in Table 11.1 for 2-in.and 21-in.sizes applies 11-3.3. A recommended method of u 1 p n them the manufarturer's identi. to mechanic J-joint pipe. The "L" dimension for 2-in. and . fittings is joint assembly shall he furnished by fication, the nominal size, alai the 0.75 in. (-0.05 in.). odor manufacturer on request of the letters "DI" or w•aw,l ••ductile" if 7. At the manufacturer's option,ductile-iron pipe in sum .Win. and larger purchaser. made of ducta:iron, may be furnished with the hell-flange thicknesses shown in Table 11.1 (dimen- 11-3.4. Unless otherwme spec fled, It-6.1.1. Ca31-iron(dosd. The ac- sion L), or with reduced (ell-flange thicknesses that are compatible with the gaskets, glands, bolts, and nuts shall ceptabiliti' of the cut irmi „sod in ,� wall thickness of tie pipe. When reduard belt-flame thicknesxs are(urnishc , be furnished with mechanical joints, the gLinds shall be determined b the manufacturer shall provide details of the joint and accessories if requested y by the purchaser. • ANSI A21.11-Im © IAWWA Clll_n) Committee Personnel Risk.of : \\S1C.1 C111L4) Subcommittee eom h 2, which developed this standard, had the fdbwing personnel at that time: American National Standard for FRANK J. CAaIEd)TA, CIIaiMktx Nil-," R. StN:HQNR1, Viu•Chslnxax Co RUBBER-GASKET JOINTS FOR CAST-IRON xsKxrn or(;exrrni InJnesJ Members STANLEY C. BAKER ( NAR AIND DUCTILE--IRON E. SMITH PRESSURE PIPE AND FITTINGS KR.YNE7H J. CARL MA URIC C. STOUT jo" W. CARROLL Producer Mearbert il_I--$cops t,.niinutws, molded, i .',her ring Raa- BRI'CE I. DFTINAN RICH.tkD C. WETEEL This standard coves rubber-gasket kp1 n in annular n,_in the pipe ar Elm.k r, C. SkARs CHARLES W. WRIGHT joints of the following types for east- cite in:; socket and il, hN'ing of tiff. ALKEaI 1. S HTH, J it. iron and ductite-iron pressure pipe and pl,. ,'nd of the entering pipe at,fitting fittings. iue� the socket. The plain end com. preit es the 'asket radwh- to form a Alechaxical joint. Tice me• Positive seal. The gasket and the Standards Committee Alt Cast-I-on Pipe and Fittings), which reviewed chanical joint is designed far pipe and annular recess are ao designed and fittin and approved this standard, had the (ol( bwing personnel at the time �in sus 2-48 in. for con veyieg shaped that the gasket Is locked in of approval: gas, water,or other liquids. place agaimt displaceme„t. WALTER ANGRY, Chaimww 11-1.2. Path-oxjoint. Tliepushon 11-2.4. Purchaser. The purcl,seer CARL A, HENk1KSGN, Vita-ChairmaR • Joint is designed for pipe and fittings is the party entering into a contract m JANEA B. RANssy,Sorreta" in sires 2-54 in. for conveying water agreement to purchase joints accord- CHARLEs R. VEtzY, Trduxre, or other liquids, ing to this standard. 11-2.5. MaRgfaclxrar. The rmnu- [hinuisstiox R.:;reseudc :Vance o R Il-9—Ba�Mo� facturee is the Party entering into a I aprNDO,JR. contract oragrcement to fumsh joints American(.;as Association LEONARp ()ALANW,Jk. 11-2.t loixRr oxd arressories. For Aneriran Society of Civil E the purpose of this standard the word according to this standard. American Society of Mechanical Engineerss CHAR ES R. HKNDERsoN "joint"includes accessories. I1-2.6. Inspector. The inspector is American Societ for '1'esti CIIARLES R. l'ELzv I 1-22. Mahaxica!joist. The me- the representative of the Purchaser, and Materials (Vacant) authorind to inspect in behalf of the Ameriearl Water k'orks Asaodatlon VANCE C. LtscgttR chanical joint is a bolted joint of the Cnst Iran Pipe Research Association 1{F. stuffing-cox type, a6 shown in Fig. purchaecr to determine whetter. the CARL A.D NRIItSOri EDWAR II.1. Each joint shatl consist of:(1)a requirements of this standard have t. SEARS bell, cast in been met- Individual HARRY SMITH integrally with the pipe a Individu:d Pnwluccrs fitting and Provided with an exterior WILLI J.T. MAH R I flange having bolt holes or dots, awl 11�—Genera: R Manufacturers'Standardisation Suilet♦ of the H ILLIAN T. It{AH ER tpuiremenb a socket with annular recesses for the Valve and Fittings Industry .sling gasket and the plain end of the 11-3.1.Joints made in ccn:.trmarte !naval Facilities Engineering Comrcand STANLE N C. BAKER g i with the STANLEY C. BAikk � Pipe er fitting; (2) a pipe w fitting provisions of this standard New Engfmd Water Works AsscN.istion i Plain end: (3) a _eaiiug gasket; (4) a am intended tar use no cast-iron and Uoderwritera' Lahoratori.. Inc. MILS R ANGRY follower gland with Jolt holies: a-•d ductite-iron pipe sad fittings manu. Canadian Standards Assaiation W. F. R. 3'+cNorEL factored in ac cordatxe with the tot- \1'. E. SfAIENCgVK° (5}tee-head holes and hexagon.!hepar nuts. towing stand I1-2.3.Push-ex ' The ng ards, whom applicable: t•t.iai.os reAraonative without wee. I 0 joint is a single rubber puahon h R basket joint. ANSI A21.6-1970 (.AWWA C106- It is assemIll d i.\ tl,e positioning of a 70)--Cast-frtwl Pipe Centrifugafly i i t r i ,cs f ENDING sixnnx ♦ innL . • f AL 1 ' Pipe Thicknesse3 A _ irad for Different Teo Sixes as per AVOW164 C800 for Standard 20 Corporation ,p Threads' With Two. Three, and FOB A Threads Top Sarin YI00 a1i4 No �� In Threads 'i. •. •. 1 r-.. 2 pipe Thickness-m 3 a � 0.a4 a." I om 0.32 a'13 awl 4 0.36 0 A I 0,40 0.4a 2 010 0.22 ' 0.23 0.30 0.33 4 0 3 0.27 I 0.30 0a/ an awb 4 0.34 0.17 am 0.46 11.114 2 0.14 0.20 Oso 0.26 0-0 013111 6 1 0>t 0.2111 0.20 034 Oaa am 4 O.a7 0.36 Call 0.42 &AS O.a3 i 2 0.17 0.18 0.10 024 027 O31 am B a DAB 0aa 027 sm 020 awe ( (14a 4 0.32 0.23 0.34 0.40 0.46 0.4a O.S 1 0.17 0,17 O.lg 023 I 0.26 OAw 0.35 10 d 025 0.25 0.26 0a/ 01+ OM a44 4 0.32 0,32 0.33 0.30 I 0.43 04C 0.63 - i 2 0.16 0.17 0.17 0.22 1 isis a311 am12 a 0.24 0.25 0.25 411.30 0." Ism awl 4 Oat 0.32 0.32 oaa ( 0.Q am am 2 0.16 0.17 0.17 oat I 023 0.25 ..30 1 f 3 0.24 0.25 025 0.20 0.32 I oa4 I 0.30 4 Oat 0.32 0.32 0.37 I 0.41 0.43 0.40 i 2 0.16 0.16 OA? O.xt I 0.22 0 24 0.26 1d 3 0-14 0.24 014 0.20 oat 033 0.37 4 "1 0.31 0.3. 0-37 I OAO 0.42 O.M 2 Y.16 0.16 0.16 0-20 0.21 023 027 1! 3 02a 0.24 0.24 02a 0.30 I 0.32 I Cm 4 0.30 031 0.21 O.a6 an I OAS I 2 0,16 0.16 0.16 0.1110 0.21 0.23 0.26 20 a 0.23 IM 036 4A O.3o 0.22 0.36 4 0.30 0.31 031 0.36 0.30 0.41 0'44 a a.+s 0.16 a." 0./0 021 0.22 C. 24 a to 023 024 0.27 Om SAM 0.33 4 !a0 0.30 Oat C.36 0.3111 0.40 0.42 •rns�nnae •commomy weor,�io ins vane a me•+.ene n.av •l •M r+trr r i4� :... �Ia.RtIR+M1� .�+-._igJjlYu':xRMiYw. y::..1q�,+�•Vin }1fJ1[W'k:'._.fRTi9.'4' Pipe Thicknesses APO-'VBd for Different Tap Sizes as per ANia"412 1 for Standard Taper Pips: .ieeads With Two, Three, and Four Fuh .reads 10 Top S.ze-In. Pipe Size No of �. TMweds '4 4. t 1% t• 2 T 2 J J'h 4 Pipe ThiCknsss-in 2 OLN 021 aka 3 a 02O 0.20 0.37 $, 4 as 0.36 OAS 19 S I oi 0.31 1 i♦ 022 0.34 a." 0.40mol "" a SLIT OLIO 0.23 0.27 Ob0 61 a as ar 0.n 0x 0.39 14 SLOT am I 0.41 0.43 441 �'` :'_.,,°$ IM 0.17 022 0.24 027 am 6 a 024 On 4.31 0.33 OM 0.42 4 a21 0.32 0,40 0.42 04a 0.51 I I a 0.16 a/7 021 0.23 0.25 0.20 0.44 10 a am 025 0.30 0.12 0.34 OL3O 0.36 4 020 0.22 0130 0.41 I 0.43 O.N 0.0 'w 2 0.0 0.16 O.X I 0.22 � 024 am am 0.40 ' 1� a 023 024 029 0.31 0.33 am am 0.00 4 0.20 0.31 0.34 I 0.40 ( 0.42 0.44 0.0 0.73 k It I 0,16 0.10 0.20 0.22 0.23 ' 02s I 036 0.46 0,61 am 14 3 023 024 0.20 0.31 0.32 02a 0.50 O.W 0.04 0.70 4 0.30 031 0.30 0.40 0.41 0.44 0.53 0.70 0.70 0.43 OAa O.Ja 020 021 02! 0.25 I 037 0.43 0.46 0.34 16 i 0.23 0.24 0.20 0,30 0.31 0249.50 036 0.a0 0." 4 ( rM 021 am SAO IIAD *AS I 0.0 Oaa 0.73 0.70 a an 0. a 0.10 1 OL21 022 024 0.76 0.41 0.46 0.51 16 1 aka a•: 026 030 0.31 am 0.48 054 a'" 0.84 4m 02a I OW I am 0.40 OAR 0.90 J.S1 0.71 0.76 JR 0." 0.16 0.19 OAO a.21 0.23 0.34 0,30 0" 0.40 10 a.! 0.0 aaa I am P Io a.32 0.44 0.32 0.I6 0.42 /� 4 a m 0.30 027 O3a 0.30 0.41 0.59 0.64 0.00 0.74 1\I`n f�krf, fA an a.MO.aD 021 022 022 0.37 0.40 0.46 24 ua 02a oar o.» o.m o..4 oso I o sz o.as 00 ax 0.30 am 0.40 I 0.67 O.S2 0.85 0.70 Y9F! 1e TABLE 51,5—Strnda y imensions and Weights of MechanicP"11tiint Ductile-Iron Pipe 1041.laying Length 20-FI.laying Lenggl Sla TMeenws Thldness OD' Mot 8uni Mal Bah M PM Avg. M. M.hr Avg.In ! m Cleae m in Per FI Ib lb Lglh t Ip ►M Ft 0 10 LgM.t M Pa Fit e l r ae SA 3 nA UA GA _ M1 ti tt. �. " *A M 11.1 } a Icy A ti i '. iat t J'e san 1 of s la.l a Vi 17A e lay lf a" S ' ideafe m V.4 a" a9.f it A m ■.1 on "ALK and Ms as.a n MA JLA4 SLI a"a" I 1 10 AAA 3{41] lllfff "a "a I a ,YYYN mo 41.1 W ap.a K/ and 44.4 12 �i t.1a Fit W t$ y�r�►� au 76 i= ®r t� a1.t /,110 W.0 Lana 1 14 LAND .T 414 11111 a" IAN no s JUTSAI M VAR as O t r MD 1.T10 00.4 1� !1 Al r n�e,a{ 1� AL0 W tim MA sa as t.+ss I asA Ira 1r - N- esa tall %tm gas sspe UA" III" 11114, MA tINA V u 1 qj '7olMancesp100c1s,i srd g12m., s0.08m., 14­2e1n, +OQ 'n. Owom 1>� tft lW,ng b",ucutated wP ght 0.poipe round"In b.sand 0 l0 pnc1,ding WIL ev-.ege wslgM pat Adds,based on ealcvlal"rnget o1 pi w beton rounding v an a' d ° o aUs La vow w EEISa aRssa*t tatfRSa itlaRSa atrcftsa [tlat'8 aalaRSa latftSa atSapS s � "ppg it iR RUM URN; ilUM STUM itan; az3ai iinc. Fny � • _ U kb,:Nb PM ofince :iaas:s 6fiII fi G N � o a p Y > 3os as asaaap aaaa:a: aassaa asusaa !!!!!!! rirt[[tr :ssssss _ ...»d - w i'aa 11 MAN ARM iiiii i iiiiin 511111 1111113 "mot :211311 INNIS; lKlul 4 Q ' %Vifff' Plald bf!Cllm IMIlC C:"ClCC RUM ILEAMI If!"P!C °ICCCe,; CHifla !:112m T e } _ ifiiiii SUM iiMN xiiiiii iiiiiii iiiiela 1ts®111 willA 1111131 111111 I1ibi o 0 A s a:a ![ Rps..a i s► pa Y s >r � x t- -sar :- �b 4 w . i L\Y bb\ b�bi4 a .w .\ \ 1 • � •� d�iwiui 4u 1 � f M a Y + G r Oi r. N r. • A p e Ch 3 ,E 2 3 ia!lita a!!i latotet tatlatt Rowlett liatorts alleges astoo42 meat settle t:: 3 Mal; IM M AeM =tb*�•6 i M U N 9;9C•66 1:fit;;t o 6A&� > t6�tC 8 qLM7, *M !f� MMl!YY�st�1t♦ ■■yy ■■yyy■� rYY y� 9� r■r■■_ ■ lt�I■Y ■t ■■■ _ ■■ ■ Y i����i �bE6aa� �OE�SE6 III-fill 6IIS�6�R ��1B6II6 6�6E6a8 C6�E6S� 56E��� ���6�II qF � n �• f 0 Y: iE7�Ee YaatEEE txxxEZS SxExts: asxtwis lwaxta- t97axni tlw�xM taix � t YTo� c 4 L oga iYeia:v sassmas s-xs"t- sasxaas Mai" xntsexx 11tatRi jufaaa #Mja Ifn f so E 3 : x saewtso xaaNTS asltnai totssa- atstwxz R=ss-xa ::sais Wants 111fart 111113 =I Q� 3 0 - S u° o � O vassals laRtws1 sassxxs terssve li-ztxa jtzscas 111 sax 11114ta 1111188 flifff J11111 _Y •atasxt �asteex a,tszsa ss.ttta �at_esa ��a-�av ���txas ��g�ate ������a ������ ��§s�� $ !, i a J a s � 6 < 1 . I� 1 f cMECHANICAL JOINT DATA ,s A D y �( D Sue O D � D. 8 O D W Dohs Sup DW 3 3.96 7.69 6.19 762 2.50 4 3 4 4.60 9.12 7.50 9.06 2.50 4 jk 3% 6 6.90 11.12 9.50 1106 2.50 6 41 3% E 9.05 13.37 11.75 13.31 2.50 6 4 4 10 11.10 15.62 1400 15.62 2.50 6 % 4 12 13.20 17.6E 16.25 17.6E 2.50 E % 4 C 14 15 30 20.25 16.75 2025 3.50 10 % 44 16 17.40 22.50 21.00 22.50 3.50 12 % 4% 1E 19.50 24.75 23.25 24.75 3.50 12 % 4% 20 21.60 27.00 25.50 2700 3.50 14 % 4% 24 25.60 31.50 30.00 3t.50 3.50 16 q 5 DMGD $" A (rYlre ,h1r0 (Y,drU ( ) is LWVh 20- 6•-16• 31.0 34 - 4 61-16• 31.0 34 o r-7• 27.0 30 a 50-21• 20.0 - In 10 r-21. 20.0 22 2 s-2+• 20.0 22 _ 4 3•-3s• 13 s - 15 16 3•-35• 13.5 _ 15 16 3•-0• 11.0 -' 12 20 a•-o• 11.0 12 24 2•-23• 9.0 10 14 OUECHANICA: ,JOINT "INFORMATION&. "INSTALLATION MMwnicd lorry is o ti a sowing.coyly invalled loin gwsp - Ihor's *s"-rem,vmtle-heeperformonce $pec-ony p10,e11e6 h,qk. rnow pW-waw Urxa Pkcrhed borrle.nghr thml;ivr senrjoint 9 cm non wo- cior toleronce uvolkaKM•. comprises o glond yorher and bolls r r ttes no c1,,ced ngi0"11O gkca ." equ ^rpeno^ !ol Fmnuneo rr*~Kol snril to invdl is unuwdly eosy and lost to owwxy m po.h one rr ossemble Na specal tools ore requited for msrcrl'.aion eoo�bw one" w ow. aW co, rod v oorwen ,c omr.rtwn o vondad rar-.ter w,erxh MAreri proJelY ao m fa ei a,ri~ instolled. tha)0" will monr. a perfect seal irdefl. ntety w,w pm lyrther m imr my gypped a cpnpe na,9or'e'+ - rO qy iN.Ke Medurncof lent is re:ommerded For ony gos, wore or oche f ,c1 we a uwV cast non pipe.and where o bosrle-rgM pv�r u o regwrernesr pm ore orwc+,on. geoble Glaris gosfres and bdrsodopr to mecMnrcol Jolts cost con ppe of ony morsufocruw The plow,end of MechonKol)ord pope him the some onside drxssere as kspw Dell-Tire")ant pipe or ate psc ,-ors rypepinrs Aso revue 1 con be Need Milo such Joint n the field merely by beveling the pioin ed pipe ran npn vreny^ CdetEN f-tepv oan coo ne•.Kn nw,nq o• rn mm„m noa enenq.n or L5 000 pit Ca,ex%e e t fti rm wome the pmr k• +n ue a.,M Aero/aron •Frorspe of Toque-Ft./lb. 1 Clean bell. oloin end. and norm 9016- Z sko gca#w m pornm,-aswre even seining 3'pipe 43.60 Fr./lb. wrh soppy worer The putt area rive be nee M me beli 4-thru 24-pipe 75.90 Fr./lb. Of do 3 Mien gkVW 4 n avcan irwn Ede OW 4 TigMenewim vmWoro rmcher wrench roniy S Check he ovembly-rise completed pm, nory nghW weh Age,, rOa'needed) s,pMen ban a!WnOWy bonom 'each,fin se,-ce bon rhea rpp [�pn and so a+ n•o,,ro,,q ppp/o.,mmNy the W"dlvone DetriMn me g and rly fine of me Fonge ' ?h«"«'R`s• ... .. _, ., .will ,� �, .n« , AMM SUPER BELL-TITS DATA RORSr Rue06 Rp�0�x 00 Dr aMn «. 1 f J f K ; (NMI) 3 - 3.96 5.97 3.01 4 4.60 703 3.26 6 6.90 9.25 351 e 9.05 11 71 376 10 11.10 13.e7 4.01 12 13.20 16.15 4.26 14 15.30 1636 451 16 17.40 20 S7 476 1e 1950. 22 73 4.e9 20 21.60 2a.ee 5.01 24 25.e0 29.14 5.13 Rp�1ue A tNCM) Lo fMg nme; f0. n) 1a iwn m _ POlenm S 19 21 _ --- 4 5 19 21 6_-- 5 19 21 e S 19 21 10 5 19 21 12 S ,9 21 14 3 11 12 C 16 3 11 12 1e 3 „ 12 20 3 „ ,2 24 � 4y�bt lw �Y +Y —' '3dla�rbc x>e, tz ki SUPER BELL- ITE INFORMATION&. INSTALLATION The Super Bell-Tie lovv is stmplicey si ASMgle rub. SEAS BEVEL LOG[ �. ber seoltng type forms AWf er ploys a circular rubber 1he'i cnecur atril? W IN o'o.•« a c+oe.s or, W*eafwrin9 a right penmanenr Sa This push an ke rot ra Mir ip eLtl 19P," r. em epy, W err err pawn rype folnr is misnomer to assemble and fast tc.nsrol' goske'n popeti us me Eliminates pouring and caulking or need for pain nun w,remo .ntl a me a.y n and glands.The rubber gosker An the mside contour of p"'11etl ho^e rn.,aoce," gpr4er antler Wmpre5H0^ the bell whrcn seal:rhC p05{tel The Olarn fond of rnpe ed�nq rip w•nr is slrgfMy beveMd to further pose ossembly krper Bell-Tme pipers highly rKannmendld wherever Mere is a need for on eovly ossembled right joint IM cos eon of ducnke eon pressure pope fits porrmculonly well Wined for warn or Brie liquid servru Providing on olmosr bade right enveonnsersr The Super Bell-Tire prni n Underwriters lobororores. Inc opprowd f IK1D-M Me porn Mo or Super pea-irte fanr pope is Gsm[1 f�mNeo beveee r0 ease�n lfidrng M1r If" ir, with Me goswer when rre/omr n alsiri omry Mil'i accemon wtl is s/hen ne'lnson,ro assi pipe the cur t✓nrsnetl w.•r e4e,Ai a tine may be ski coridi ons rO panne it SkOerb,(Tti 'mope to Ill occepr me^•O)o'n, Simpiy ThT if ' s hi ii roper the oulsWe cur-ono of SDTrwnr post aurestii pwmo^Mrsea obour W'bock or on onge oppro><imaeW high pvi"yyr pi, DO tlegreef wrm Me comer kite d pipe Thn nOae.!Y Wink o coorx M1e a pa roblegrin0er, The opercranemovM Nap for rough stages wMch(pule wyyre rip gasket 1. ilgroudwv aeon our the b0i Drush.coor goskOf rerorn,ng keen gWw with 1014 focs 4. Pe4ae 9osker ono press re Aerrwva all farep^ morsr some gooee A orC weer srwNOer D roworo 'nnolre. We ox hory ro rnow+rng bop 1WnW uP rmo War rrwa ru or e,um nor Wink Super D*I,Tne Wbicont hub o bop in me golfer the orne• corer 7oove ro ruck me remanrng oonan Mo n i S. /1A gowt samsevo oW"we 6.Oman M Pbw end d owe one 7. plum piton e a in lr,e Com 6, check tie omerri the pot bMl 1�qQ-m be wrm the gmw isgone a Me sharp cages wbo, pononbellonoproee vrraowtooly is con mem worn iss"Y its" me M CO�wMy scored-one opply o mpM eomoge h goslrr sub' soon hr olrgomenr push pipe owe a mo longer vnrGe OIAKno, generous cooMg dluaKonr roMa cantmoy post opplrecrro tr,e bevelle shod tame With in♦oa of o bM should be token ofw wrm n ofL ,.pore 9oMw mrfoce rot or more powenyl meoro rmbeo a 11 "i 3 use of a hydraulic punch from each pipe. This normal water morn operation •During the proc- small somple�s then etched and polished so that essing of the pipe. o voriery of other quality the Quality Assurance Techniciom may inspect ossuronce rests ore conducted to assure o high the radulor microstructure of the pipe through quality ductile non pipe •Bing Crush. Tensile Dar the use of a merollur ical microscope thus. and Im 49. 9 ape Poo Dar resting in comp4orxe with assuring rho?each pipe has desired onneolii.g A'tVWA anal ANSI Specifications ore constantly qunlmes os well as desired ductile non properves executed and recorded to assure that minimum •Each -ripe is then visually inspected for any ensile.r yield impact and elongation standards defects. and wall thickness and sacker gauging ore surpassed on all pipe monufoctxed. •Upon ore done to assure that proper c tensional completion of the manufacturing process each standards ore met. •Each pipe regardless of pipe is again visually inspected for defects. s.ze or clove is then subjected to o hydrosroric rest proper identification, i.a si-L weight,loins dr a minimum of 500 si internal ressure The P P class etc.. and assurance that only the finest of internal loading during this test procedure is con- ductile iron pipe will be shipped to Griffin Pipe ucWobly in excess of;nrwncl loading stresses customen. which the pipe would be subjecred to during Griffin Quality—Ready For Immediate Delivery J I r • 1 r a C • � O: 110 QUALIT'YcASSURANCE When You specify G sc, Fpe. You are assured untform wall and quality sroy�nrds during cost- of qualityproducts-xiertrrficolly rested from raw inq. 'Upon completion of costing, the pipe is token rfvough c n annealing process to remove mater begins with h �or,: product • -eitQuality raw any nfor al preAs which may hove been mores with the odering and mete d row fin process also morMols.Graded stop is evaWoted end Msers caused by the ccwirsq D'«ess inceoses the Pipe's resistance to bending and segregated gyro groups el known rge:onlysis b than shocx stresses caused by either internal or ing the fo*yetoll on ro the and adjusted w:on be occurorNy controlled and adjusted when exterior pres.ures and shocks wnKn may occur mical and phys- during me installation and/or operation of the -2cessory to assure desired che es of he molten von before casting Pipe line •Electronic and Thermo controls are cal properties unitzed to insure proper hear,toting during the .5pectrographc onolysses of samples from eact+ ladle of mdten ductile iron ore utilized by trained process and ore Assurance e chntly ns t ugh ro assure that each GRIFFIN 20- P'Pe will be of outthis pr ces 10Qualit uvrePr Technicians rtsrough• desired chemical proPPnws -Upon costing. o our this Prod ro osxtrc proper annealing of the P'Pe 'Upon completion of the onneOling viwol inspection of each Pipe is mode including rocess. o small sample is errwved firtough the weighing and wall thickness gouging to insure p I r i i 1 '4 9 CONDUCTIVITY The Super W4lrc and Mechanical When you specify GRIFFIN PIPE you Joints act as insulators Therefore means must be provided to conduct SAVE TIME electricity where electrical thawing. Immedato Delivery cathodic protection or a grounding GRIFFIN plants manufacture to nvenrory Most system is required Griffin offers several orders can be fined IMMEDIATELY uff the shelf methods. copper conductivity strops with no production delays. and bronze wedges. i SAVE LABOR COSTS Ef iden Norndwn9 Palletizing saves nine and labor costs. Ductile Iror Pipe is normally shipped steel-bonded and Polenzed on a"•d"beams in ether single or "aft; ,n^ F,.a,,,"wnn,wv«.. - double toyer urnrs. P011elzed Mndling is for IL °"o'^ w9m cO"'O" rnore efficient than handling individual pipe -row t> s�Ns take rc. nrolaUlirY sections. SAVE MONEY OvonVif Service Flat-bed trucking denven pipe overnight to most GRIFFIN customers either or trench s e Of your yad Fork-lift trucks can uniood Polletized Units rapidly:of ropes and skids cor be utilizedMCA "sutra- - - ypsy ,..., � �,9LL5�1►A�( "..+eti.wr a w_„