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WTR2700749(3)
METRO TREATMENT PLANT 1984 W-749 l+ Corresp. +.7v� p vo�s ofa o 4e 4 %"Old 1 V ' Slid Ao UNINNIS38 wawa, a WOW ��... ftawmw 1 lAa we a awr Wl WA �a � �•�awr.a,� Neummme"Cft � r M/aui1� �tftso 40 Joe tarp waa _ • j. wwe+aw a'�aoM. a'a'aaeft Op WA � a wrrcrrsaart� .++www•rwrwar+M+MYu +.ur �c >.. S • ► , . M iN- MA%i iw the H*%INA IA 4M- �j11•? H � Ywr+r)r MIrYYaY 1 Li owr+w aM Li cnnrwrw.w�..4e.._•wF ati.Y�y�ti t. .NFM WAN 6004M*am caw-n.n do wwms•: �Noiuro��wsiwn ..�rwwe w �MYYIIY .M hfM CYF, L.Vk*NLA",q.r •M1 acuK�or k ,'1,AY.�MII f� yA�fr1 W Aw ICJwwaswo OrOftwmo� Yr co,wefr � .ruu a► i[1....ew O w C3 w ro����..rgrM. .wi1M AMA Yr VFW— AM TEST M 1RNG.0�, Q�M�•�r.1p1. 11M w. 111III1�►1� w�tMM"ItapCc" SEArnE. WA R. wMMy tIt M tOt�tl tttM Me• tvw err uww t C h't M tt jam"' mow* t�':ltW4 ar..�w.rrwnr+s • "1^N"�_ fnTtt_trwtw rY1Mn W Is OarlMeliOy G tumax Clem, own" G wrYNtttty trnw •.w a uwu 1',,i'a1tM�lOMttr :�Ii�MMi/IIMMM���'�—ems fly fw� U arrrwar 0 �; ■.w tarrc.•w.n+ 1 tww;,arattucroww�eris • atwa ne.+nn — COaetett A 1M WAN"•A taunt tlliv�OYe♦ettne waacnw yt�t�.:. - tMp1Ut011�yWlTy rat tta on M" am rQLwQm try rlATt ORA, MMe wl It tIta Q/s.. /. MOMM gg9Tyy.,, Jul~*Kt Cft1e...0 it w „�,..���- t W Cd+ur�e U MN�/•mw t'wrr r"y*Q.i taaram Wr _ gy��If�twwMi+t �MM AMtaM wwre+w+ C utrw•yeyee� —Mt aYaM •ur nOn Irtleq t ,3ZA� u Y-2 �r 7 •i; AM TEST ►t!C. A9m QtN 1. F a•wrM stRruw corn EATTIL N 34n . C•.'.9 to VOR TWVN Y�1'LMM a►tM Yc 46 � MM , r_r4 F" ;ou _ tw' svw 40"OAywry' We Agago !ore"MA" w.ww.'s�nbw ..o"%w auto"paw W � C) O 1 r .w C; wr�.�owrr.ir 0 0 M oq w...rs Lj nw.+wrn»►a uwn w,�w "Left tW A n I AAn WOr".a u�r�w�M/uMtr 1r01r4M ww tWIY tMw��N�•11/Ih b..�L�LIICJ .��.MOu.�Y.F.OJ•F. � rt.w rws.w�i ..._._._��,rp s rwrw zejw �•ti �. ! w gg� r a_a s �w�g��..r..rr sht nra wr,.war.e•►s�+�► •IMK� � lUJ wra w J NOW dG IPA i4ma down 1M1afttiagam M! •wano.airsf o r lv pvww VA� no o u ac . s t aa+.yn.w rM ywwt+w iwaa tttwr p i�uetr �p ! / 1 • i 0 L � 3 4 [thy r lf�Md p•94� 11fft•iw(id Lei] twst r.q �t�+ w.a,..taaw wAaw � iiSC rE 2 tt ❑tarns•.:ow j.[� aw att/td MrM 1 Qa-rRa�paNruCtortla�a l MMlaaaaha _ Ot1a1NtM�not W/.l�a HWl1 AaPaW•M►�—�^�� IrvA01M tI11Na WIIC��p�l --- - �'� I f aNtY(pn tltYattaratrw wn w�.ow fro�►howf arr�t�*tae MYtru tpr trtt/taYa � awMa tr or 1 ❑OUrlr Mat O 4rrM1a+W�! w COLOI r O wtM arwr a.• ,aaa wt.an w rwtca+ 3 rwatwaw� to rwatt na s utattt ea►t rats ttllw arMa ►r1 s top , MA TEST W.C. ra twh,M TnL WA WlUi-AW °frieswlw�� �s„w s wrf warrlrwlwr. WATER BACIVAOLOWK AN" wofteca OMw"wn+ 14 4 +"Pa up waom w Q C t Rtrz1+• �F ae.wMw a.r..r A I ova low ... P ►�\�Kf � 1211.21�-- f� Inrwt MSM�' wHIOI...I U%WWI [j ana C r�� D w�arrf °serf �♦ • o...r.w.w.w.+wcr ' / ♦IIIH9Mf I1IM �.Ra wr.r.—�� .ww.♦ : �„♦♦O�INC♦r.v+ f�yr p ewM�f ♦ r.MM M'�M ..� �m,I.,.♦ynwlwa MMw INIM►10N f/1flf.7f om'""er�a�a^ /arm GLt+od) ♦lo war♦GwAr Yta"" 1 �,�fr•.J.. I# M00 M HIM daa1110M �HIrRe.♦la♦ �rP♦.. A* whw.�"n u'tN was cn,,,***ry•���' 1 C:t.+w nr. ffr�ulliMtMw�t+wer• erai♦awaw pS.nr.rw+. Cw+arlwA fnr♦a�if_ffs�wfsraer�..°"tea * armmw "mn"No T 0 pre"We Teel { ft"Cleasus ton Paw Y1M3IILT SII. ". lilk (&Ma. T"mt%*ec AAA wm aP NOMICTAItya ILle ma Y1M1T 1T & oRSI,Tune 0► 225 lr3T. PW ISM MIN. TILT Awrm eM tva" ( LOr «: PWIPICATION TILT TAM BY aM PAIPICATICN TMT RMLTS. SAIVU •I umm 02 MMM AS I**M leE T•n amw r" �l'VA w a 4P K«LT(f9l r d _b _4'At an►e M 1iI�0K0 • of am" .Am x►Amr4m 0 hessars Tut I Pwificatioo Test For NAIL OF ►wnR H ekv, 114 .t Plser • Svt Nl SWU TILST TAM tT_� (yL,/ Oc • /L j� ._— AT A ►It[S.ME OF ZSO ■�` FSI. TEST' ACCIPM OY i`(I L4 MIEIFICATION TM run ►T AW t FUIIFICATION tt?T RESULTS. SAWU II SHOD 92 Eve EAN►Ld RENARkS ev. t..\ 1.... �f•.•\ \� 40 rto. ( t t1jAwr\ s Ir l+;A �r koo (rE al. w. A Idly,ir.e• r L. 5,40 �i�• �11{i '.M1 i tlrr:' . .. �' A. 9.,i XU f T�v.1 n tow (1 -Q4 CITY Of I MtaM MATSA DEEAATWMT ►»Sauer Tqt 1 fenlfltatles Trat Ron •��' ((��• �� Powltt VO ]AO A {k Ai r MANS Of VIWWT 14f1t. i[fsMlrt Ors►' PRUSIltl6 TM TAJ<SII ST l##4 .HAn..a ON 1�/l,'v• AT A 1SSSSME of— —PSI. mm 1 "SIFICATiON Rat TARiM MP ON KWIFIC:ATIOA TtST AESMTS. SAMPLE 01 SAMPLE 02 fA1RLl 03 SEIMMiS f tba" ri.. arw 114\I.1w t {► MS a4 a,sf c4.1 '*aW Wo ij W AS. 4 Ott w EM ter . 11�A ✓. 1t. 1.•to �ts•tc .\ 1!t�S. yK! • i MILT ►OOC:Rt14 tt�ORT • lrgatt w-?Y4 Now ! Woe" lab rla C4rrt City *t r£ ►*atrrl PCn«• 4 14" cowrrrrar MJ amp Ma«r 8=SNOAX P"*r r Natyd tart a". P**W, 34 pb eraP in Zw Mo. 9rllra brie► at Uh W TOT 10"&Cr tart. b aal l*rr IS id ata aR ¢•! �bl prr kt~. Arfw* rd a*► :.4$ pb. uarat. Garr will by atria teMr — • CONiPMSW'f & ►R!"MZL 1 tnl•nr 3 �Wl3 AtkW-IA"* INC �Rr/Nt4M O M1h - MisOMOO 1t1190 - 1411 offler Pq� 1MOat1M r rr pcbr • • rt"Ly PWGARA/ RIPM A IPt+ioot w tie cars. teawob sau 146 ri_t Cdtr City or Awwtaw rootMor 'l"wet■ am ISWIM CONrKtOr tM` Stir Pug* POW : rrt.•i te. tort woot for rraw woos 1ai, rooting ooatttiwwo bettor, t rwr, www►►o to pt a tnw rwodiwg &w to btottor otwwY word ➢/F dean otroam. I WmWst«t that COwtr Not from the othar owd. • xouwmg"T 6 pumm"" Kattty %$000asrr, AKr. "roown i CalArolir r►oited rile ord ant aver tootiwR prveooduro With at. Itl $ 1hC �ttrNitwM iat' WAIA • Attw W"w VOISM - FW4 amen hU IAynttR w r pe IwI.Y ypa3xm *=DORT prsyete es�tew.-Yartou. �eM�tls Ja►Me ` i +. Yost CMesr Cafr� 3rtr MIMMat .wo• t_ ,1a OMn� � s_ fr; rIbk Cawtretgr t.riur. dart Plots Lr' .,`eenOaen Jo^,s.--mite A..i1N tr Nlid p"~ wl Ittata.rd 4rwt an r-712 A. Y-"SA QW4Mt adfoad eowtreets. kwtioo to proseod to 1o119 I r Ikvd %be pork Job ri *mat Anil es hated ties pr•:. .wss. 1I-149 Wx"kk'-Csllod OS Ado* of NETf1t' to witness prossvrs toot on Vest lep (mat rmtr) Lost atynt 2psij }Brett*. rouad eieor low► it. Corp Cook at %set pole*. Uxb1000d sea.e. ketostod. Mosulte stlll about tho wow. Oontr will luresttcete other potential look wrests. MIll1W will mall for to retool tdiea eorsnts4" . "or* wavisoa that et•s. »11' "ti ►,-' Cross; Norslor Pit. ?heir pow"t Las broom Isowd. SOUIPMLNT L ►tYaNN[L jl t5(r r ti • ddi6llCt,aTici IYC ti. �.MatrgetlM hank• - We &Mee cell. - field Office Het - ItpecM► or tot shy ptbrwi Ci}y of Re•+}+-� rn.� ok r.+•.e•,I. .ati S.an.Aw.S...d..N..M..row aa,D6 October 30. 1994 Mr. Jams C. Ranson Assistant bulldinq Director Municipal building 200 16111 Avenue Soutti bentcn, Washington 46055 Mnton Treatsrnt Plant Enlargement tie bulldln Peiwlt In response to your letter of October 2l, 1986, we provide he following be resolved our understanding n fort ndiuuanceof hotsthe perwlt s Of the remaining es wn 'Ind ltacusre rlresDe hues with you Doug and Jimer Of Gray on 0ctobere26dwe11 inr❑cunderstanding iude Schur Wer'af letter of October 24,i I9s6s leiopya attached ed) . lc*w - Oil /t En c n D v s Doug Schneider met w son to *cuss r. son ► final comments on October 26 (sae Doug Schneider'& letter) . Ltem1Oq and bon ln0 Denartwant ICew A - t,andao• and trr4 at ton P anur elreneonNTreatiseno s town e o Pro" ng an scap ng Plant ae royu trail in ..he cd�ovlouslys revtewt and approved schedule for laplounntation has been P by your office. This item should not be a cot161tlaw of the tic perwtt. 'St will tie subwitced to Final plans for the landscape Prc Your office 1n late 19s1, for r*vtew and approval prior to bid adv*rtts*wwnt in robruary toss. This has Men stated in letter* dated June IS, 19N, to Mr. hon talson and August 27, 19t14. to Jerry F. L1fld tcoptes attached) . Res" Oltie� Mr. lime C. "new Ibnicipal Building October 30, 1166 Page Two ItemStructural: See Doug Schneider's letter. Me request rMo u of any structural consents made after the final submittal be a condition of the building permit. As you are aware, we anticipate issuing the Notre to Proceed tar the lic: Contract an Ibvsubas S, 1006. Please oall rs at 617-6661 or Dave Hammond at 447-6862 if there is any reason that the larmit could not. be issued by that data it if any conditions will be placed m some. Thank you. very truly yours, • a. Al troy. P.E. Prulect Coordinator RAM:aw Cc: Mr. David Nave md, Netro Mr. Doug Schneider, Brown 6 Caldwell Mr, Warren Units, Brown 6 Caldwell Mr. Bon Olson, City of Bantam Mr. Jim Gray, City of Renton 06114 .�t,WtRw.,�Atn�tilL:1_ _.. � COr1AUttet6 telf3s1 - Oatober 26, l#S4 Mr. Alan Murray Mun'cipality of Metropolitan Seattle ixotto"s Wilding, 6th flow Ott second Avenue t4-1Z00-10 Seattle, Washington 44104 G111.01,1 subject: Renton Permit* Dear Mr. Murray: 1 received the enclosed letter on Thursday. October 26. its*. 1 Spent a good portion of ►riday, October 27, 1964, at the City of Renton and current status is or OilowsI Item 1. 5i +ce Mr. Msnaun wrote the Octonr 21. 1104. letter, fieFi—* received ttw the Fire Depertaant their aoprrnral to grant the building permit with certain conditional restrictions. I see the review shoat from the fire Department. Items which the VITO Department wishes to happen during construction tnclude the following: 1. The City of Renton and the liurvey and Ratlnq bureau are to receive review copies of the Contractor's submittals fort a. ►ire alarms It. Nolan systems C. Building Sprinkler system (Di"stet Sulldingl .. We have some ,hangs order hose related to valvinq of piping presiding the at"Ster suildirg sprimkimr *yokes and a&ao some change order items r"ardi'+q holon system in-plave testinq which the City wants to review I+r1ot tt+ tRawnco. 1. They have heon sott•tied and require no additional inloamtettoo on portable lire extinguishers. Item J. 1 talked to Mr. ^leer about Nib current ear4urs end Gal*—is we can incorporate his regwsted eAahq*S. Sepia eylar, for Mr. Olson's signature will be delivered to Mr. Olsen an Tuesday. October 10. 1944. 1 will he in Rugene. Oregon, on Tuesday and Mednesday. You may coottrs with Larry Miller of this tittles that Mr. Alto Murray. October 26, lge* Mgr wo the dravtnga wan delivered. 1. 6a net krear Mr. 01ose's times frame t7 sign the". me utdersta " that we will pick up the *Igaud do m,1 to ken prints for the aemtaikwllty, of Smta""itam Seattle fl*:GI. Mmrn asd crldrell. Dephrtaswt of Soology IONS. are. and return the aspl• Oyla» to F+10. The City stilt requires photo Oyler% tit so-built fire llew et the projects ememplottos. !too U. 16 accordance with my twItp#one conversation with you. It Is Omyy w.dantanding that you are writing Mr. Season a iwtter amplatning that a separate landscape contract which they May review Will be lasted at a later Batt. Item )a. Structural comoultante lot Ono baton awildimg rkapartnant, a n and !mica, told on by telephnnt an Friday afternoon that th V had soiltd their 'final* structural comments to you and a copy to sa on Wednesday, October 24, 19N. 1 bad not to"!ved. ao I had a courier go to their attic* and now haw their akmwents. t have forwarded the comments to out structural dop►rtment by taproom, Oak. and will chock on response tiring on Monday. very truly yours, BRO" AMp CAUMftLL DOug L. $consider Prniert Cnordlnstnr OLsnep tnelosure ccn Mr. ,law benedirt, Municipality at M►t uipolltao be*ttlo, Ikentan Mr. T;- block. Brown and Caldwell, Mn�an:Smartie Mr. Viadimlr Kaarak, Municipality of Aetiopolltan Aeattle, Msatan Mr. Warren tMntt. Brown a+d Caldvalf. Seattle 1 "40 rerr.u.wr,wk. nev.,swat. rr...m A+ or Rf*x i MlIIDRtK i 20MM1G QEM�tMEMT � +4t.Ata w ecsow -o�rctoM • wt,twM M111At4 Avg Ap Atw►Mw t1Nw.low • an,Is" tit+" vmWM OetawAr t7. tUMt r wtt" Ati boo Avwko MaAttb,wA 10104 SS,A7EC T: PSAn RAvtarr/tr IT•r ar E �' Char Qw tw"WA Ws: T t Y s kwhg d- a to ow01•n r•r,w n,uat bA .tyy Ay Anti aye OHatt • PiMrw W%6U be t aw4ttW in 1uNnr Aatt RAtnp*Aoft Mooed t11tAY. P.yr c711Aw t» tt•tNwptan M. PUKWWR M PA. vWv and rft O�MnrtnwK t[twn rapaML wtn C. *om "'1"1"0°"♦ c.w. tkA.M,q MA It». O. Pt'avt0a WAW"W ttn an Ma wall"WTtbn. SJtwat YMMtw•U"W1 WCAK an&W lyM of wytdit rpv a.tw�/+r�Ary i. ►Ylk rF nwwt to rOrw w 3. tl' Lknaummm &vdwAAA and 4rlMttwn Wan SM NMtw)CAtTwtw %ttw%,, adtt "Paret•ty VMIOCw'%mAd tir notes WAY *twat M ra0 •n MW PUM f low ppttt AN R&M to itt.wnca a" NMtraeilan buf n.ta•o Wan tra n•t naAres mar eo t a&%tMr•MI sinE ely. loot C. ►tartan Mmamot%M^M onwtw X>t:m Wo r at: Do"kftm*tt NMar A CaNwwn Im W "wTilm St N�ItM. WA 94 F Osborn 6 Ray. Pkm...3M kv . . y ,•y ,a 51L•50CWAa. LLbewipton QMt•Q%tORB Sol 27 August l9k iuy of ::nWn lfuild'.ng ant :aping !Arparttaent Munb:ipai building 2W Mil: Avenw South Ran,- " WA 96%5 Attention: Mr. Jerry F. Lind Rt: METRO Wastewater Treatment Plant Expansion Pro)act Landscape Planting Plans Dear Mr. Lind: Far dtrartton (Come METRO and ,Air teleptione conversation with you on Au test t4. we are pleasad 10 submit the landscape planting pia..s for the METRO Y"Iewster Tre„tment Plant. Renton. All you will recall, landscape and irrigation phases of construction will not be bid until after construction of Enlargement 11-C Is complele. Bidding lot the landscape planting and trna{aticn constructton is estitrnted to occur during the Willer, 1967. Therefore, the plans we are Pro% 1148 today are not IOP percent complete. Completion of the final landscape planting plans and Irrigation constructton doru"nts will occur during the laa, 1487, TM plan set we are providing Catlats.a of 1b aheeh. One !odes short end JS landscape planting plant. At this time, no iandscalu pianekng plan. ere being provided for the area south of the rathvfad tracks and the area surroundtng the water tower, Plans for Ihete areas will he "impleled aI a later deta and the resultant lnndcape will be aesthetically reuwenaurate with the proposed landacape at the rest of the site. ►lease let us knv it vomit heed additional ,nfar mats:�n, L'ery truly voura, a M"Al. 0 RAY. PLANNERS. Ifir, i� (fy' it 141K'49APrL. Linda Nboen Enclosure : METRO. Mr. Dave kamtaond gtava R Caldwell. Me. Monica Moravin endi.ati.i ar.hllatf.•aciawen Aw/s'a i .+rr.try!Vna/ µAr"mrs at metr awitan seatNe Nib •Q1 Are.Se wtle,V+bslery�ar,valor June 1S, 1484 Mr. ROn Nelson, ,hector Building and i'.oninq Department City of lentos 200 Mill Avenue Scutt, Renton, Washington 98005 Renton Treatment plant Enlargement - Status of Conditional Us* permit Anduirements (METRO n nns air Bear Mr. Nelson: T140 0feachpcondition this letter is to su under conditionalrl?e the status use permit OMCTROOCn-007-03 for the Penton Treatment plant Enlargement. Attached is a matrix which ldantilies each condition and the status of tmpleeMtatioa for each. I`ve also "Closed a copy of the latest pro3ect sehedul♦ for the plant enlargement. If you have any questions, please let me know. very truly yours, '6ev1d Maylppd. 97O�ect MaAager Renton Treatment Plant Enl+rfcmant 01,3H:bw snclosuro cc: Mr. nick Mouihteui, City of Renton. Mr. Terry Mun+ghmn, Metro (MS 64) Me Susan Solbsrq, Metro (MS - 61) Chief A. lse wheeler, City of Renton Chief Alan w,111s, City of Renton rarer raraTiwtic Karr nuaettttr 1't T.I Cf CDYDiTIo"4 OAS psAO:? otU0lkthtaTS • bract 4, _ mirV:CO-OUT-Ul :oYUltta Dr pipwlT STATUS 1 — I rioter watch "I a. .1 NrYtt o Cntre to participate Is to `pit itfa to port/allf <eaµetO bf CwgCtl kt slyt LaP LSD ypthe tp Oe treats! ae [Waft Wtt, 10*Mre or tf, 1aJJ, Ne not" Cats<11 arlkorksa4 Lit* MfaYalH 1 Nl1U the Tallq tarpwf I*ad Ad It aaal, aieakbr Oe t NNiClNt♦ Is 80 Lit \arefhtal, A NL11100 has beta, IYNlt tot to Hat'* for revs". rqa tomb step to to r"O4111e One Lit chit, 10 In* I wur•♦ ra r►nnat s*.It r. t. Heirs *Wall be Hopaslblc rcr takatessups 4! ♦ tNtAS Ml\r bridge aM rNfwf tar tea P.1 41♦Ml a tke Uewat CascttHHlph Catract its ws fleetest vltiSttr or St Tan Streat. Sock cowsk"<{iph HrINeA Ma gprOVOa by IN Cltr of ►fatfn a61ch Moil as <OYplstsa inter to ln• rotupt cf to first at:.. kuse N\fasthHa !lA tritrials oane as"atWa.ton. • atlfflff las0 <tr As tnb rP qb. Me rNA Nat v*ra Will 60 COOP 10%04 ►T MptpaASr, IOUs, Tta { atoll of 6ste ♦e nfea Oo♦q tgrdraakat• N NMH1OPf !1 too Iyi13e YOrto OsNrtmeat la<Isa3M1 of Cllf avfl lMfNt aA 1eHp: toia we •M la<1Me i Uialua4eP tstro'f oarlitawla lP formslaalns the L10 f1*CNsOA for skteh Ott aPatl shape, rill AI rOpnalN• for , Nuena Ale Oro oau anon. 41eH, 1. *tire spell taper- the ailinatnt of mash, rake alfara the veNOH NOA, Cs Jest e, 19U, hoar♦ Os►Ohba a prgfoN alas phJ lttlYtifta be 1nNR1¢t1.. Of "Chat*, he'df♦Pa Lan ►"file fir "Peaflpa ■fhat*r NASA alpha Na Hobrp acres iriae. a' AreNrtf ba„maaef ON plot&$*N'I to lntirN<t slth Lessa<res Drive, TN list t• HgOs1N tN orsoNal l end e00ttna .tib MJNa1 preprtf esAara. metro plans to award *At♦ vvrk to fObryory, 3169, to •vvlA tntf lC 1 t Nf3t<t Ott rNaakt of urltMltAs aeelas <Natrytllft Or tM troatNna at," ilea et tatbol Us WaOY I.1. l Pepe I et attTN strtaar ►un tnatwtst • bill" of 6*Nttt"" tp mishit ttttittnatl . 'r•*roll h. . tRfN.•CC.N4•tJ , I Ct*52t1p of ►tNT% ttaTtl «. Tat *pltttat afli wthtt eaa.atlf SO *1 sae letr* eas sown wwottl"a as olives % for hewala r&pl.et.eal far lae !slip Maws/ ("bows wa"t! teat few sae City Ott i1 troaarl.a ea awlhlo eat"eaa like ►.1 Cao"oal eat weaat., tha. *at- ?*46111. !. Itttw *N oaf" leawaaNr•a talrwwwwsta as htaN&*tt fttM qil ea giblet" .144 t** Cast to loaloar"t by too city Cw-at% ter tar oleo:• of rattle, etla ",.SOL" far *-at "A"a att \%title lhrar.. iNreees"aaa Wells. a. too apit,ast + . f,**aro a rise *-life&* sr %,* o.lr* *.eattt*a a craft r**ar% to sae cttf far Hale+ ea&?eao taws *ta eae,.taea aea al41 %eaHteaea alle a" ea*alewa 4* is foot No City who me" abets t um OsIIS* aH rift 06000w4o to tefolh far to tatMhrattt to tea ttaal roglt, McNltl o a*eawt4a oleteail" ties fee U* or" 1+ %ae *,.*% or w, be wwla to ►iaeea* to wool wits lea la aea sea t"%IrlAa 1*61, t.l*M to alltle\t sae ale. t. eare **t*t3 .&ts tie Ostia* *w fife aNa►awMla, tat f%rtt wl?1M taws *or to Rates" /s htoear, likes, t, tie two flea ofalw, preeaaao of lea **"&$"a MOU & !Miles"?, fire t/iMC ale tl&rNl or.%N Ma wM we %*a"Kt to --a ttP.h% of too tire prihwl. gar\aea be in* *tiilt&es, rlre It ►*110:44 hi*rt. Nell. f * *latw 10 Valois lle%.Iltt .-•.l *N,ira*U lit ea* tit, goal, ago we .ea*r .Netra.tlea. no soot"** pft of W aestw 4* Was "&fide twMl►y t"liitlh area Vitt ae /aatallaa ".too %4* *attll Ohalr.*ttM CNtr4.1. Ma heatlea help ws % we wealalw le IN* !*"", 1p\, 1 att aeaNtt to heowwe, 1p\, t, tasau./&oo as eaK..tt by %ao till of tealea la-heap 1Nllotearl •loot or* almost told).to �a+ao a watt' tat & hal a same t te.t. ell ►timems WlMIM tt tN ! •lw�� yp to wu�eatilat f am i a N f.trrr*. ltp. i fees b or 2 1 RENTON TREATMENT PLANT ENLARGEMENT PROJECT SCHEDULE 199 2 �— 1483 1984 19bs 1486 1987 19" i w ERE PIKPMAt1pM owsn •""" �y�y�a"""' I i 3 —UOINO STREAM Om w (SIM - IItwnwalPw PMPofESISSr,CwUYUAMn rn/Iw1-uP(SSMq . OO • GU0.olon OPPyn CSRMRMMPn (Pm) 1 nO.PROCESS CONTROL SYSTEM Q%Pam In1tpNlen wulWbon ands MOW PISn Vtt rPer ITS PUMP STATION c..«..n. Canrlrvcnen 017M1 YOIIrm Y r UIOrbAnl am LMO PUMCSI w 01 SM)LOwMrlMq a� C♦ j• i. i. �� f. I� :� a �� �� �• � pp K7 M� Z_ �� r � :� 4 E � � � � � i ! t � 2 (( ° = j ! i� � 1 � ! 2 3 1 • ! i � f t _ .. t s : t � i f y s _ i _ �• � SR�ItwH mE-?Ro RE MvED October ls. 1964 00MS7. wATy M. Mon Olsen Cnglneerinq Department city rail 200 hill avenue South Renton, Mashlngtcn 9a4 Roston expansion I1C - klre rrgteCtion SyatM Uear Runt This is to verify our intent with respect to revision to the drawings and specifications based on my discussion with YOU on October 12 and 15. 1964. Revisions to be mods by Brown and Caldwell will include but not be limited to the followings o Bz )wn and Caldwell will revise drawings to show a 15 foot *&*meant for the City 12 inch main. In Most oatee the location of the main can be described as an offset from the centerline of the dike road. In other places, one boundary of the easement will be described and the location of the main, occluding toes, Bends, etc.. appurtenances will be described from it. roc the internal fire system, drawings will be revised to iacluda the stations of all appurtenanees. This, t.?gsther with bearings and distances on all pipe rune, coordinst* locatl ...4 of all appurtences and dimensions from krsoND f yes (centerline ..t roadwaye, sidewalks or bu ling.) , Where available, will, in our opinion be sufficient lnformatinn to looste a*whratt Brian is the future. It will be the respxsnsibilily of cur construction me"gement division to ensure that all "built inforr ti,m is properly added to the drawing*. 0 per your sagge*ttun of October it,, and by copy of this letter, l am requesting that Brown and Caldwell snnd you ,no *et of revised drawings for Your final review. It is expected that these will be delivered to your office by late rsdneaday or ea. ly Thursday. Plea*e contact Rr. Doug Schneldot at all•77SI or Kr. Larry Killer at 261-*000 after you have review^) *saws. It the revisions are Mtr. Run Olsen City Nall October 16, 1ei6 Page TWO acceptable, we suggest that the replan mYleru then be sent to You for signature. You will than be sent the required number of prints and ate set of sepias for use during con- struction. Once the As-built information has been completed, photo myiara will be shot and sent to you for your f11es. We trust that the procedure outlined above will yield the requested final product, "Vier, As-built Drawings. 40 ace scheduled tc give notice to pr,,cead on the IIC contract on October 29. We request that you schedule your time so that you can complete your review by no later than 1200 noon. Monday. October 21, in order that signatures may be obtained pr irr to Friday, when we expect to obtain the building permit. Ycur help in reaching this goal will he moat apprs- ciated. Sincerely ; R. Alan Murray Project Adsinistrator NAMcaw Oct Mr. Darr Kamm nd - M/S 61 Mr. Jim avnedict - RN/CM Mr. Doug Schneider - RN/CM Mr. Larry Miller - arown a Ca►dwell 06/11 w �« 1�NORAl100N 15-1200-10 October 10, lfss C121.01;1 !Ot 6ARRY M:UAR FROM t OM4 SC@ t I O61^1 s(AJIICT, CITr OF R9wTOM PtRMITS--NATtR LINES 1. on October s, 1"4, Alan Murray of Metro mend l �iehf�' uo DC's water line highlighted sepia mylato from the Of ice of Ran Olsen of the City of Renton. Mr. Olsen was out or an emergSnGy and th*retore not available to diseases his markups. 2. 1 visited Mr. Olsen on October 0. 1984 and the following lettered comments are in addition to those markups which he placed on the drawings. Larry Miller is hereby directed to incorporate all requested changes onto the City of Penton sepia sylars. Job number of 0321.01. a. The City wants a 15-900t wide easement Shown clearly al0eq the iength of the City-s northern water line. appraaimettly S fast an one side of the pipeline and 10 test at the other aide. where a truck would drive. They do not went the easement rtfereneed to an as-built location for the water liner they went the watet line constructed within the approved abetment. b. The City does not wont stationing to be at fittings an the water lints if one e'bov 1a noved S toot. then Oil subte- quent items are oft. Thsy vent stotiontng to be "" to the centerline of the easement from known points such as intersections of centerl-tnoo of salot roads. e. Mr. Olsen said that Arthur Fleming previously provided thtii desired format on drawings tot contr%et ltf and he showed as 1421SUF S as an esesple (Moves attach"). d. The City wants conterllne stationing of Monster Road shown as beat we now know It. No says we have Monster Mood points in our files. 0. Mr. Olsen stressed that msny of hit Comments were 'typlcalta i.v.. where he marked out •hyYddrant tie' and put *hydrant assembly that he Intondedthat arch marking* be sane wherever a take-oft to a hydrant onisted. Larry Milltt should check for other *typical' type COINW"ta. 4e00 to Miller • • Pye two 1f11 11"rents each Star soetA• or *part to sor"*a orteatatlontl to •' mete Mr. Olsen •p"a a vain on hydrant to sdMlttt°arinthyraI i we* bydrawt ealee�arott rlaat the main rum n. n vaiwe Were lnntrtktO of the wter tlne, those are addittnwyl v41n&. h' a em UP- cal louts on the drawings wry too 119htl darRen 1 • 0n each sprat, )met under the It s g"ture block, Yos• 'V7dtNRaur or t' el PProPelately fllli-a-jn. with the ahnt nunkbere eY Beans of c'oples of this eeeo. 1 requekt lhotn t• Alan Murray of fttM Del O@tskl� of current statuo . thla teehntrtan task, takaWorkin�9�drsvinq Preparation anA9 Plata cauurrentil, rltr 11t 1' Tweka to COMPlets OW Mee change order wort YY 1• Arthur rlest eheoked. Alaskaj. �� Brown and Caldvall tcurrently In contaoty�tymt`Mr to dlecuap preelow q1N+. e kaslM thla Nr. Olsen'■ "No due to oyls�Ynicve caale@slntarpnted�e� backgrotnd.Arnd sellsGssPrlor tn'9ewe.ta with 4rr�Mlller o revl/w 1, wbei Gtal to the City. Son 01aen drop Y a note It he has cooaente on the above. XJTOIW ynelosutae ccrenct Mt. Artpal Metes' 1Cet Mr. Aiadistr Rhatsk. Mro. Banton Surety. Matto MOR Olson. city of M<. ftrren tat.. Mnt" tholneerinq z t it , , i t M , i � ► ► � i i i i � � i , . r� 14 . 4,1� -Xl..fLo * , Mw h'm 404WZ4 44:- SIP"- SXMORANDUM To Nte FROM uF RE � h'a lim = THE CITY OF RENTON tROMCBPAm eumoM S M WILL Aye e0 11ttrTgq O&SM E �.� l bARbaRA r Stxr►OCN. +rrok • sA01,11"E MOTOR mot` CITY "am a lADt) t%dlgg rote .rrN� AugwtI. IMe Mr. Richard A. Mattson Administrative legal Counsel METRO Exchange building, r21 Ind Ave Seattle. WA "I" Re. Appeal of Special Connal tion Charge Assessed to METRO. Derr Mr. Mellow,. At its regular maating of August t. 1944, the Renton City Commit referred the rafaraxod appeal to Its Utilities Coamlittes, fw review and recommendation beck to .:-* Council as a whole. For information regardtrig a time and date certain fw the Cals"it" meeting, please contact tha Cotnrd Secretary at ISS tSAa any week day after 1 to p.is. SMC"y. CITY OF RENTON FJ / Marltyn ervon Deputy City Clerk cc Council President Mayor Chevmon, winliea Ciaamilt" vPublic Works Dirwtor �� sunk �+.�.... •6s6 fww..seM(6tnr+a.a•tl6tsa August 2. 1l86 - �� !:k YWM"lo aarbara Shinpoch DTT CLENK Mayor of the City Of M"ton The fl0norable COuncilmmbare City of Asatoo c/o 6entem city cle, M Mi11 Avenue sot.., Renton, maablagton 06c55 SUW1CT1 A��1 of CM IWnican lit�ot Ibtrvr�olitlu� isattl• Dear Mayor and councilsrmbers, The Municipality of metropolitan Seattle, hereinafter reinafter -Matra- hereby appeal• the decision Of the Director of i•up11C MDrte City of Menton, by which that officer daterainad that the land owned by metro and upon which the Menton Sewage treatment Plant is located had 'not been &**eased Or charged or borne &n equitable share of the beet of the Clty'a water dlstribwtioa&ystse,' &n4 thus was Liable for ♦ special connection charge in acaordaece w1CA Ordinance $2649 as amended by Ordinance 61056 (Renton Munic' it Code 1-2611 of the ordinsaces of the City of Renton. Metro {.aid the assessment in the amount nf S141,T22.26 under protest. Yithout concedlip the i*941 •;y of the Ordinance under which the a&&eeameut was Mad*, or y& the lelity of the 4PP11" ion of the charges thereunder to Metro, the basis for this appeal is our belief that Metro has bar" an wuieaal. share of the cost of the city'$ avatar distribution system, h*14* from the egular payment of winter rates, metro has done this by. am" other thiege, I. Durinq the first enlargement of the Renton plant, Matra built approximately 2,500 feet of water line to serve the water tower and enhance the water system. 2. Matra participated in the LSD to extend the 12- water line approximately 2,600 feet to Longacres "tars it ti*d into &"Other city lime. )• During the current oonstructaon Metro is required to served the 1 ' Water fain• 700 fast down Southwest Seventh to serve the pt&at a" neighboring properties. f+r. R0110rable iarbAk W►S;p • !be *"actable cAnAwilsmba" Pa" two t. hiso duri&p the current ooesttvctica, the City ha&repw►red ttstro to bni14 s pmatttatety 1.700 feet of lies &*toss the alto and apprWAAsately 7S0 test " part of the reaulmm at of wametar so". tssittter of t►a" Base are of say aeettil fuaction at the plant lteelf. At ted&y's rates, these four itsY aloes repreeest n borne coat of &PPro&laateiy sow oc-, certainly a Stare which should be ecnsidered core than an equitable share of the cost of the City'& rater distribution. This latter and appeal to the "atoll City Council is ands at the sug"St►oa of the "nto& City Attorney. Larry A4rren, Who •Mies& that only the Council has authority to wive the tee. As indieatod above, it swan to Metro that the ordinance vests the wtWVity in the Public clorks Director to find that Metro has borne the costs of on equitable share of the system. "' tterren also sug"Otad that the Council say with to ref&r Able matter to a hearing emaainsr for the purpoe of 4&oert&inin.4 Ale facts and reporting back to the Council. Ple&e "vie conce.ninq on appropriate time for making ttw preNnt&tion of this cl&ia to a hearing smaainer and/or the �&nton City Council . Vary truly yours, kicl.&rd A. Mattson Aisinistracive Legal Counsel AAM;Pa &m*MW04 •.n s.trwm s..�arrr�.m 9.ne Amquot 1. 1984 -"+...r..._�.__.�.... The moeorabt• Barbara Shinpoch Mayor of the City of Semtam the Somorabl* Councilmembers City of Renton elo Renton city Clark 2O0 Mill Avenue mouth Renton, Washington 98055 SURSSCfi Appeal of the Municipality of Motropolitan Seattle Doer Mayor and Councilmemberot The Munlcipalitq of Metropolitan Seattle, hereigafter •Metro• hereby appeals the decision of the Director of 1M►lic Works City of Renton, by which that officer determined that the land ownod by Metro and upon which the Renton Sewage Trcatmant Plant is located had 'not been essessed or charged or borne an equitable share of the cost of the City's water distribution $ystem' and thus was liable for a special connection charge in accordance with Ordinance 92689 as ama nded by Ordinance 91056 I Renton Municipal Code 3-2411 of the ordinance* of the City of Renton. Metro pair the asseeement in the amount rf $143,922.24 under pretest. a+thout conceding the legal ` of the ordinance under which the assessment was made, o& the legality of the application of the charges thereunder to Metro, the basis for this appeal is our belief that Metro has borne an equitable share of the coot of the City's wa.sr distribution systo+ - Aside from the rpular payment of water rates, Metro has dune this by. among other things: 1. During the first enlargament of the Renton plant, Metro built approximately 2,500 foot of water line to serve the water tower and enhance the water eyetem. 2. Metro participated in the LID to *stand the 12' water line approximately 2.4OO feet to l.ongacme where it tied into another city line. 1. Durinq the current construction Metro is required to extend the 12' water main$ 700 feet down Southweat Soventh to servo the plant and neighboring properties. The 8040rabla Barbara Shlnpoch the nemorable Counctlsembers page two i. Also during the current cons.ruction, the City b" required Metro to build approximately 2,100 feet of lire across the site aid approximately )SO feet ea part of the realignment of Monster %bad. neither of these Items are of any useful fwmction at the plant itself. At today's rates, the" four items alone represent a borne coat of approximately i450,000, cm tsinly a share which should be conssdmryd sore than an equitable share of the cost of the City's water distribution. This letter <nd appeal to the Renton City Council is wade at the suggestion of the Renton City Attorney, Larry warren, who advises that only the Council ha authority to waive the fee. As indicated above, it mews t� Metro that the ordinance vests the a-,Ithority in the public Barks Director to find that Metro has bo n,e the costs of an equitable share of the system. Mr. Marren also suggested that the Council may wish to rater this matter to a heartny examiner for the purpose of ascertaining the facts and reporting back to the Council, please advi" concerning an appropriate time for waking the presentation of this clots to a hearing examiner and/or the Renton City Council, Very truly yours, Richard A. Mattoon Administrative Legal Counsel RAM:pa r W1, 0 About 2 years 090 - determination to double the airs of Renton Plant. Renton Yreatsmrat Plant is situated on about <iL acres of land totally within the City. Necessary coordination with City - compliance with codes; permits etc. In that connection Metro has committed to a number of things which have only remote bonsfit to the rat& payer. Including: Permit fees paid or committed to (200k has been paid alreadyi $28I,015. 14 AaNasamnt s (L10 for Valley Parkway) 450.000.00 Isati At 12B_qL Land R/w Monster Road 101 ,119.00 (est, It/w Valley Parkway Facilities Emergency access bridge 183,500.00 Monster Road upgrade a improvement 400.000.00 lead Saver Line Extension 10,000.00 In addition 51,500,0�3.00"� Sales tax (City) 1,000,000.00 Not talking about those matters; they are commitments which will be honored. In addition, however, wa have coamitted to the following in connection with the City's water system: approximately 700 feet of 12-inch water main down PULL MAP Seventh to serve the plant and neighboring properties $71.500.00 Construct approximately 2700 feet of Line to connect Seventh Streat connection with Monster Road Line S150,000.00 lest) Page Two Construct line extension in cossectier with Monster Goad realignment. spproxiestely 750 feet. t l0,000.00 lest) Previously metro had constructed for the Cicy about 2700 feet of line in 1972 at a coat of nearly $100.000. In addition - no evideeca except confirmation by Mentob staff - of participation in LID when Monster Road water line Put in by City. naspice all of this - essentially enhancements to the City water system - the City imposed upor, Metro what la essentially a latecomers fee. E141.922.24. which we paid under protest -- that's what we are here tc request relief from. Is • • About 2 years at'o - determination to double the site of Newton Plant. wsatwi 4reetrst Plant is "tasted an about acres of land totally .Rhin the city. MenssMry coordimetion with City - compliance with codes; peraits ate. In that ronnaetipn Metro hes committed to a masber of things which haw only rerote, benefit to tar rate •myer. tncludinq: Permit fire■ paid or Cesaitted to 1200t has been void already) $2113.0M 31 neNsI34! (LID for Valley ►&rkwayl 00,000.00 (ast) ft4igation oL_4&M_ N)w Monster 71a4 101.111.00 lest) Nfw valley to away Facilities Owrgency &:rota bridq# 191.500.00 Monster Nand upgrade a iwpraveeent 400.006.00 lottl Bever Line R.atoasion 10.000.00 to Addition •; .-ar-W... sales tax ICity) 1.004.000.00 Not talkinq about those matters, they are raawiteenta Which vill ,be hoewrtdd In addltioa, hn ver, we have comuttW to the followlwq fa Connection With the city-* water system awraelmetely 700 fast of 12-inch water aaaw down PULL MAP seventh to verve the plant and nrpihboring properties $71,500.00 Construct approaiastely 2700 feet of line to coewact ""nth Street Connection with monster hand Line 11150.000.00 lest) Page two Caetevrt time ente"too in convection with 000wr Road realignment. approximately ,So feet. f 4e.000-f% leetl Previously Metro had constructed for the city about 274M feet of line is 1972 at a cost of nearly $100,040. is addltiow - no evidace except confirastioa by Raton staff - of participation in Lit when monster reed water itne put in by City. Despite all of this - esseatially ashancesaatu to the City ester system - the city imposed upon Metro what is **wont Tally a latecomer* fee, $141.122.24, which we paid under Protest -- that's what ve are here t- fegwat relief f:os. . RE soLnT l aal fIo. �, A 4ESOLUT1041 of t%e C044cil of two Mvn10100" tr of matrpotitoa $001 9.0 ealtherial*' The, execution of a* Agree"w- for the o%taw%•ew of a aeta+ i mot* vlth *No City of Rortor. IIIEREAS, the constrocti*n of Metro Contract `I•:, Mouton Traoloont plext, EapontlO , 1 , required the abanoenaant Of the City of Renton motor eoln providing motor to the Olant; and wMEAEks, a now Con*ttt.on to the flonto* rater %VIVO* mat MCeeoerV 1* *roof t0 al►*rat* MOtr*'b traleteO*t %lent; and WHEREAS. It Is In the best Ihl,*rests of the City and the Municipality that e* o;ir**ea..f be motor*# Into providing for the e%ta M lon of a CI?, *afar aair on the terns too tordit ors Dro•idfd in the o1reo*o*t proposed t%*rofer; Now. TMERErOME , DE IT MESOLVEo by the Council of the Municipality of Meerur 011fa* Sootfle *hot too Municior tv shalt enter late en Aoraat.e"t with like City of Re*ten orovi#Ing tall, "a ant*nslor of a CItV voter polo , such a#rodpert to to %Ub%toniihliy In ♦ha torn of E%hib.♦ A attachto here?* and by th,t ref*ronea *ate a port hereof ono the C%alrean and Clark of the COvrrlt are her*►V Out Mrlded ano •bleated to alaecato such a0ree0e*t on betW o of two Mv*IIIpalitV . AOOPTU by tht Ceoasil Of the MvniClpality Of NOfre0e11fan Seattle Of a ra0olor need*' tkOrealf held ►n *he #tn dal of A*rll . a ral orworth Cltaireah Of 11-0 COmncit ATTEST: J. rot A#tlay Clark of two Covacil i KTM MIQ14 WATI11,4IN EXTE•NSION...AGREENLMr THIS A6REE0411MT, merle by aad botwaea too city Or xcMTOh, WASHINGTON, a municipal corporation of the Stott of Washington tAereloottor referred to as the ^City") , and the MUNICIPALITY Or METROPOLITAN SEATTLE. a •atropolitan municipal corporation of the State of mashlegtoo thereinafter referred to as *Metro") , r 1 T N E S S E T M: WHEREAS. Mafro Controct 71-2 for enlargement of the Metro Mrtoo Treatment Plant thereinafter referred to to -the Plont") Will require the abandonment of en existing City motor meta that serves the Metro plant ; and WHEREAS, the abandonment of the existing water Ilne nagetos a previous metro agreement with the City; and WHEREAS, It Is to the advantage cf both parties concerned to provide a new voter service to the Plant by oxiondisg so existing City water main; end WHEREAS, the Metro property and the proposed water main extension thereinafter referred to as "the extension") are fill wlthln the corporate limits of the City; NOW, TNEREroRE, In consideration of the mutual covenants centsined herela, It Is hereby agroof at lollowst Section 1 , otsign and t ajjXjetien of the Tyteesloo. Isefro ►h 11 construct a water helm extension to aorve the Plant as indl- cat,ad on Exhibit 1 which is attached herata sod by this reference wade a port hereof, 4ecordiag to pleas aad apecifltetiens to be prepared by metre sod Approved by the City. TWO City shall scqulfe all permanent rights of way therefor. Metro shall tot the coatrect for such tonstruct 4oa after the approval by the City of the Pises and specifications she shall ba respeasl►le for tome Catlen of the work, Including the co.,naction ,of the extension to the existing public water service foci $ itlos of the City. All costs Incurred in the construction of the extension shall be paid by Metro. The City shall Inspect the extension being constructed at such reason- able times and In such manner as the City soy doom necessary snd shell boor the costs of such Inspection. ;action 2. Ownersh+p and Melntenence of tht Extension. P.,omptly after the completion of the extension the City shall , It the extension conforms to the plans and specifications therefor, notlfy Metro in writing of the Clty'a approval of such construction, •nd upon receiving notice of approval Metro shall convoy the exton- alon to the City by deed or assignment in form satisfactory to the city and at ro cost to the City , except as set forth In Section a hereof , Metro shall furnish to the City along with sald conveyance as-built construction plans of the avtonslon. The extension and other water main facilities previously built by Metro, from the connection thereof with the existing City wets, main up to but not including the Metro water motor, shall herslna'ter be referred to as "the Metro water main facilities". Upon such convsyshes the City shall ova and shall be responsible for all maintenance, ojforatlon, replacement or repair of the Metro water male facilities. In addition. after completion of the construction of the extension by Metro and after written se- eaptance of the extension being received by Metro. the City shell have the right to selvage that portion of the existing water main previously built by Metro which Is no longer necessary to furnish water to the Plant. Sold salvage work shell be coobleted within six (6) weeks after Ratification of the comp)atlon of the extension Is given to the City by Metro. and shall be coordinated with the Contractor for Metres Contract 7I-2. The City agrees to restore Say Metro property distvr►ed by the Salvage 00SP010n to the astls- y f foctlen of Metro and to reimburse Metro for amy damages done to Metro property or Improvements which or* not repaired. The City shall *Imo hold Metro harmless for ♦rr and all Clalmb *rising out of the salvage operation due to any In}urlas to person or property . Section 3. h r 4 Dy tnd CItY . Upon approval and acceptance of the Metro rater main facilities, the City shall cargo such rates for rater distributed therefrom as It say be outhoriz*d by low to establish, provided that for the purpose of applying wen rates Metro shall not be Classified separately or dlfforontly fP" a1 . other water users with wafer meters of *Oval size. it Is agreed that the existing eight-Inch (41"1 magnetic flaw Rater Iastallod by Metro shall be consldorad to be oqulvaloat to the standard *Ighf. Inch (A") motor wood by the City. It Is further agreed that In consideration for the construction of the extension and the con- veyance Of the Metro water main facilities to the City „ the City all rellevo Metre of any asaaasssonta or foe* fouled by to* City for any future water mein facilities constructed by the City in the vicinity of the Plant . Section a, holabursome"t for Olelit Service CoRRettlgas. Me person, fire or Corporation shell be granted a permit or be authorized to be served directly from the Metro water main facilities Vithowt first paying to the City, In addition to ahv and all Other costs, assessments or foos made or ossessed for such direct Service eamaectlons es prescribed by the Ordinances of the City of Menton, the amount required by the provisions of this Agroomoat, All amounts received by ins City shall be paid to McTrO within the time Specified hereto, rvribormore, In tare any direct Satvica Conha_t{Oa IS med$ to the Metro water main facilities without Such OSVO*nt h*vinq first ►oon made as herein set forth, the City Council of in* Clty of bent*" may remove, or cawee to be removed, a"d terminate SVCb VaawtAO N mad r ` 44pact service comoscttha locates Im tas loclilty rmga FHof-way, Dad dispose of the uhlwfhoritel motorist to removed, vlrhout any 1116sltity obstswwor to say *errv. It Is agroeo that f"• fetal cost /or conttrucfion of As fsetro water main facliltloo Is 196,132.00. Svch fww were so ass tea thpoa• dituro Incurred by Metro for coastrvctlon Of to a facilities. The amount of the charge to to reimbursed to Metro by *as City shift to an a par front foot of proporty servos tests On taco site Of the Metro *aloe molt facility and Np?etantd Ono half of the edtlmetod coif of constructing dale facilities N based vron comparable City rater Bath projects. 1hs following unit costs shalt Zia used in determining the connection c"argdc 1 . between points A bad 0 M Exhibit I - 13.00 2. fotwemn 901ats s and C on Exhibit I • 16,00 3. sotw#en points 0 nab E on Exhibit I - 90.00 Direct service aeaaectleas ►Nwsso estate C ohs 0 to tabi►it I IV-all be sothorliod only Veen further agreement wVieh Matra and t"o City. C"0110 fleas Ilk the Motto water main toc , iltlts lot tlty tips hydrants alkali 60 ex*Nt from say connection charge , the omsaat of the chertit tad for troat fast of preporty ►mettle; by a direct service connection to the metro utter Sol" facilities *boil be woroinod by tee city, op►rsvtt by Metro. "a shaft be final and contivolve in all ?aspects. All omaunts toeolwd by the city let, direct service o0aaottload to talk Motto motor ateth facilities shell be paid by the City to Metro elthla thirty 430) toys after tho rec*I&I tAorofff, except fast the relabursessht charge$ as set firth above shalt be fihlfoll N ♦ period of fifteen (IS) years commeaclni from aha Wis of tale Oksposdrat. settles. 'x. As$i,Zn p nt. Neither of the parties hereto smell have the right to eeslgn this agreement or say at Its risk*% and es. Ilgaflona hertundep net to toralnotlk its Obtl,etl mad horommts? ►y a dlsseletloh or •thoreite eithost first sotetirg the eritte" consent Of 1140 other party, an♦ salt agreement sneti to plating span and Isere to the benefit of the rospoeflvo soceessora of the 'parties ►*rot*. SOe110e 6. EEg,S fj�`on of Oocv*ants, Each ;,arty horoto agrees that It will execute any and all Ihstr„mehts and documents and **Oct Ohl 464 all resolutions or Ordlnencas necessary to give effect to too fares Of felt agraemant, 1 7, Is Per. NO waiver by either party of Ony tar& or eondiflen Of this agreemOnt shall be doomed or conxtruea as a **'war Of ♦ny 01%*P form Of condition, nor shbil a waiver of any , brooch of doomed se e*astituto a waiver of any subsorluent breach, another of the same Of ,n d, lferent provision o1 this agroomeht. soct, n 6. %`n C:iq�, In addition to thi remuaios prov,dad by law, in' s GOntraCt shall be specifically enforceable by elthar party, , SOctlen t. Ent,roty . This agrooeont me,ges one supersedes Oil prier negOfiwtionsr repratonsotions and agrnemon+s between the ON"Ns h*Pst* Painting to ?I,* svbJOet matter heroot ang constitutes the entire contract ►•tree,' the City Ong Hair* concerning the Ilmeariag tonetrag"Oft and Ownership of the mote* water main faeitities. Moth l at berein contal Me s►elf ewa ll ty Or condition the rights and duties at the parties as"? that eortoim hgreemeet for Sagas& oispofal dated Nov 2. It61 . IN WITNESS OMEREof, the parties aerate have executed this sgrooment as of the _ _ ley of Ig72. CITY of "'Iffes i ATTEST: ay*r 1t 4 •l City Clark • i v 1WNi{1►ALITT OF KTROPOU`AR SEATTLC ' aC. Cor•t on.orth ch•irwon Of tM council ATTEST& OV •r• Ta S. li +ems clerk of the Ceunci ' i SUTE OF VASIIIWGTON ) COUNT1 OF N114G on this loth day of March 141'2 before me tho ztederailmod, ♦ I:otiry Public in an�o't-tE`c cStatti,6f washington, d"y eosrsissionod and shorn. peraonally appsaro°t Avery Gar_;e,_ to :10 1,nawn to v� u. ', respectively, of the Cm Or RL;bT%M. tno Municipal eecpaia on that executed the fore- yoinq instrunent and acknowledgod ;av said tnotr'u-rnt to he the tree and voluntary act and deed of Said corporation fug the uses and purp000s thcroin ncnticeed and on oath StatNi that they were authorised to execute said ins*comment and that the snot af- fixed is the corporate seal of Said corporation. WITNESS my hand and official wool hereto affixed the day al.d pear in this Certificate above writ-Cn, notary 47it h and .tJt4 Q f ,t l.r- Nashiogton, residing st 0 STAT:. OF WASIIIVGVM 1 1 as. Cousin of VINO 1 On this day of 19 tasfore TV V-1 undvrsigned, a ttocasy Pub21c in'—anu Tci t:u�;4.+tt a! +'a:+kavw , duly , iseloned wd sworn. personally 4peeerew C. CAMn a:.1 and r:A*LYN SULLIVAN, to M known to bo the C"J roan at the Cc:n... and Clerk of the Council. roo"etivaly, 'ot the Ift^tICIPAt TTy Or MTkOPOI.ITAN SEATTLE, the nuaicipal corporation that, e',,ecutod the toregoing instnaaent and acknowledged the said instrtis•eit to be the free and voluntary act and deeu of said corporation for the Csos and purposes therein mentioned and on oath stated that Joe - veto authorised to execute the said instrutent and that the seal Affixed to the Corporate seal Of said corporation. WITNESS my hand and official seal hereto aftixed the day end year in this certificate above written, o ary uT.n in a or the Stak* at washingion, ros►wing at E•XTENS/ON i3 � •� ;- ' —_ E- ------�_�Ex�Sr CITY_. 24 t9 FLODO rj CCSITROL El.s.NT �{ ATEQ MAIN- ,N� `MEraO J�REY/OUSLY � ��w• ry WATE MAIN d Y WI cAC/L/T/ES t ,i,F"rRk'o A en o l I cj C .7 s y1` METG.C' �0 ,� ` SCAL E. I =44' . �-._..� �„1 � "'ice•-+.'r• S 3 K/ ' C 9b `� Z �i• r, Chi t • hWR'N�NIM 1t1 � ,: RdPTOR TRtATKtlT PLANT 2gLAVt3VNy1T STATUS QR CONDITIO%AL USE !ERMIT REQDIFEY,EtTS rermlt %a, - METRO:CU-007-83 CONDITION OF PERMIT 3TAT23 i 1. Metro Council will permit Metro to participate in ar. This item is partially complete by Council ?*solution ' bqi which nay De created to construct, improve or %u, a2�6{ Dulld the Valley !arkvay (Oaksdale Road) , , the Metro Council authorised the Executive Dirbetor to participate in an : agreemant, A j r petition has boom submitted to !etro for review, p Resainir,4 step is to foccaliso the LIC wbien is the , 1 City's responsibility t, Metro $hail be responsible for construction of a trldge and roadway over the P.1 Channel in the Renton Ea/Argeaent Construction Contract Ill wton as rev,general vicinity of 5V 7th Street, Sueh construction included the V*d and approved 7t Street bridge fand'Street iedtan. • shall be completed prior to the receipt of the first Sion, This contract ran bid and awarded and the sub- i Shall in tank aar on the subject alto, the read lect worn will to completed by SepteaDe r, ly 9 r, The shall include all accessary improvemanta as determined City m•:xt inspect sod aetept this work and include D7 the Public WOrita Department Sacluding SIC" Metros participation In formulatang the LID UausaN for which the applicant will be responsible for a above, reasonable pro rate share, �. !!etro shall depreve tr,e alignment of Monster Road On June ♦, 19s♦ Meth submitted a along the wester:, bou dory of the subject sits profile for n Vroposod plan one r inelndlhg the 1..tersection of Monster Road and loa pgrading Monster Road alnrg the western at.as Drive, g' pro,erty boundary and naligar*nt to tntorsect with Loneacres Drive, The City As reviewing the proposal and meeting with adJa0eat property owners. Metro plans to aver' this work in February, 199S, tt avoid traffic j eoafl:tt sad roddway deterioration during ceasatme►lom Of the treatment plant, (See Attached rchodule}, Page l ,�t 1 A,WIt;Ipmwa t k! [! RRRTU TRUmat PL j? g1LApCgWRT }4 STAT3S CP COXV1`109AL 23E FTWT R&OL•IuxtvTs Permit So. KzTR0:C:.O07.61 ^S rZIK:, 3:AIL"S '• the ap, -"t anal; dedicate one-halt (j) of the listen Las bees 4v"Uns as alisnsent for ;,aRsda.a asht.otwsy hr tit tally Parkway tORkcsea.t teal) •rid f•c^ ." "ty end is creparti to dtdtcate betwoen the P Caannal she Monster load, s:ca pr-,pert 7• :. Metra .ay test latseemar's asraerasts as determined Katre wi12 at worming with t^ 'lty to iapltnent by the City council Coust32 for any taped of rerdvay S•.praremeRt thij provision for all roadway and utility isprev•. cants, he tppacant w' prepars a ria:c analysis of the Metro submitted a draft report to the City for review CAlsr.ne tads car aeeratiaa and will coordinate vith set received camnents from the Cit which have Loon the pclica sad :-a.r' he area :n the event or soy lagartmar.ts to provide for s- evatuatien plan intarporatad in the final report, forwarded her.:vlta. We would to eased to sect with ek:orsz,^ toss, pleased you in the hear future to disease the plan is more detail with the pelisa sad fire departments. The first chlorine tank car is expected in October, 1964, aub,set to the appraral of 'eft firs f:ov systan provided by the applicant nt A arellRlAsry tire pipics art hydrant oyaten has been a the Fire Department,, a,^aravod by the utilities, fire and building depart_ rents, The system is being installed under contracts ::t and :IS, whist are now under construction. 'ha remalalns part at Me system in tee talids handling facilities area will be installed during tht ::C.So1349 Handling Construction Contract, The > :stalled design will be subaitted in late June, 1984, sad awarded in Roveabor, 1p64, 4, :andscap:cA as a;provad by the City of Sontom Landscape Preliminary pleas era almost *"plots and a meeting has ArcAitact, tit: a:atdalc. with the Cit r 1'a Landscape Architect. a-a: picas a:e aatioipated to be complete Lad 'old in Febrna:y, 1186. KZYOBANDUK TO Of CA waloTo OATI f/I!/!A �w011 kacT "FIRM!WJlIT — JTII.ITt COWtC' OIt p1AAcf5 TM ATTACMtO IS FOA VOuw I%MWATION III CASE TOE DIDN'T tf EflYf A CO►T. ►LEAit LP WEIR VJ W If WE WILL It At AOT TO w[cT 04 TwufSOAT Twt AtA K Twll SWJICT, SO 1 CM M%OUwCf IT PMOA. wlGwT, IF WE AAA At AO+, 1 WILL WO PUT W THE POLICY ON KLEME Of tMt[RwTS. vmw I Mow"Alp CALawu COMMA1*rC E'K.rw ERA -•.....•..._.,�-•. Sept"bor ]f. 1fN "It. Alan Murray Carhanw2l tY of Metropolitan Seattle a21 4e Building, 6th Floor Seat tl Camd Aee/we E4ehington Salo♦ auDyertl 1S'1300-l0 menton Permit Process0 21,01/1 status hear Mr. hurray, departdepartmental ent Dro rmttareview at file documenting a�ent ing the statue of the rev Yet lete. of on In popecto�m+Re inAy seame or tr�lee of nthf severe,tdepartmeet sdlaonotthe i nfoluation iduuls aware that letter and enclosure, wC the rwiw proceniseY as Dww1Dle and Ao attaeytin9 to at they. qulc ly as i• haslb ethat thev will complete Vary truly Yours, ainl�p A"O CALO t Or" L. Schneider Pro)ect Coordinator DLS,cp enclosure '7cl Bur. Jim yyY. City of Renton Mr. v4a Manaen, City of Renton Mr. ^ ^Asir Rhaaaa, Municipality of Mrl ropolttan %Attl,-, Mr' ,"h4n. City R• ft% Ole", City of Renton nton Mr Brant Richard*, Clt;• of Renton Uhte, Grown and Caldwell, Seattle MEroBAHDInM 1�-1200-10 O�27.OS11 September 26. 1994 TO: F l u FROM: OOUG SCHNEIOER. RLNTON,SEATTLE SUBJECT: STATUS OF SUPPLEMENTARY INFORMATION FOR CITY OF RENTON PERMIT REVIEWS 1. Energy Codes. At the beginning of September Aram and Caldwell i e rem Richard• ( 235-2540) for the specific forms which he vented filled out tot each IIC structure. Mr. Richards had none available and advised brown and Caldwell to contact the Washington State Energy office (WSEO). On Monday. September 24. 1984, Alicia Restrepo of Brown and Caldwell received the forms tram WSEC' along with their library copy of a manual of instruc- tions for form calculations and procedures. The energy code forms will be completed in Pleasant Mill by Monday, October 1. 1964. and mailed to me. They will be delivered to Brent Richard* by Thursday. October 4, 1984. 2. Water Lines. Ron Olson (235-2631) received mylars of highlighted pint-ZW-water lines on September 10. 1904. Mr. Olson said he had made copies for internal distribution but had been unable to spend time reviewing these documents due to numerous projects beinq processed by his department. Be could not get to the Renton material until Monday, October 1. 1984, at the earliest. I restated that the plan of attack was for Renton to complete their review and make comments on prints. Prown and Coldwe' ! would then upiato the mylars and would arrange to process necessary IIC alterations as change orders. 1 noted that It would he helpful, it the changes were minor in nature. it Renton would go ahead and sign the drawings so Brown and Caldwell could make Brown and Caldwtll/ftunicipal►ty of Metropolitan Seattle ('wore) copies and return Renton's mylars without an additional •achange In between. 3. Fire Department. Jim Cray (23,-2642) say* he does not show any reco�oTTieving received a transmittal from Alan Murray regarlin ) th.• rice 7e�n rteent's review questions- I t,wik , Of Brown and Caldwell s September a, 1984, letter a'id telivored it to M►. Bray. Alan Murray should review the September 4, 1984. lete..r *rot ineure that the Washington Survey an.t Ratinq lo-4a reeeivv.' their copies of the Fire Department material. 4. Drainage. Don Monaghan 1235-2611) said he had reviewed the I Tr drainage markups sent to him on September 6, 1991, they were acceptable as marked and ens copy of the markups had been for wrMd to be appended as conditions of the building Permit— pr. Monaghan requires no additional information. Memorandum to Pile September 16. 1g66 Page two S. Structural calculations. Msponses to structural reefer guest onsave been returned to J1• gaMen I115-S601 for all buildings except the Digester Equipment wilding and thm MCC solids Wilding. Transmittal of those latter two buildfMm awaits additional calculations from centrac Associates tot the "cc Solids saildlny. imerson Denney. the bullditp's lead structural designer. has heretofore been unavailable, but will deliver the calculations to Srown and Caldwell on Thursday, Septesher 27, 1954. Mr. Manson will receive these calculations shortly thereafter. D15:cr 04AA6 UNNOILANDUM 00. �ab+9+►,�sd+� ✓ , s�� y . L k• r ; ��r ■ t�'7O er1knooft •eit Smw 1ugbYMrYrimtlttil rtr:-ta sept*Mwg la. 1944 10-177 lD-la )tr. Bob Bergstrom City of temtoa ktmicipal taildiut 400 Rill Avasoe Boost Renton, Mashingtrh 94055 kvntoa TTeAtment Plant. tnlargoiwnt Iit - lqb _statue Dear itr. ser9stroms 7%1e is to lnfarm you of the 1•rogress on the 8,10, 7th Street extonalos, bridge, and relste,l utilities. As of this datot 1, t.o, 7th $%to" tateneion - The rood has been paved with a inches of Art. Shoul of rocs has been placed and the ground ,n Dither Did•• of the road has been graded and hydrosseded. She sign► have been installed asd atriping is OVIN"alod to be complete by the and Of this wok. Barricadeo have been placed (temporarily) at the extension of S.M. tin Straet, due to vandalism. t. trldygea - TM bridge 10 oeusplete. IMndrailinq was caspletely ).toned on baptemise► 13. 19s4. All falsework hex been removed and a genet,tl cleanup of the •ite is now in pragess. A one ill inch layer of asphalt Mee layed 0% the bridge deck tar a Smooth .hiving surface. T%* slopes underneath the bridge have been oat and hydrua.•edod. aete posts have been installed at the east and of the bridge. The gate should tie installed at the bagihn�nq of next wek, barricades have been place•f at the east side, tesye"Cl ly. 1• "I litres - The store dtaln has been complete for some ties now. me 11 inch cv has been conplet•ly installed ,p to the bridge. Twu gate valve vaults wets paved over (in the vicinity of tM brl TAo" vaults will be fowl end ettat.7ed, to r grads, by a J, ling In the next w•-*k. fie ttWILU ties of dAe remaiaiaq time under the oMedulen Per"I new saeR. /1 1 1tM Ylsd is oak C+DYKx uCt tin tl4�a9et dOi Ttrrry w 'iaha^ er till burwll ^ Its iTtrs'TRQ •�/�wrlM•OMMMw� I4i S Nu 0 10 Fi{ 8'h/#C lMi remm me �����w� ��wyr 060*14fs{Ot •70r wR Ow ar�ounniw a►n &MAMI .1%go w"%ZC Mrrrwww u*wwsf. Ih: wJ11-�� - tli CbnC riot ar wwrw r.rwrrr w.Mir r rrwrr«•nr6 i+o r� r i lr. • t s':F r. 39 4AK'IIiOh i*.to SEP PURCHASrK" ORDER a DL "N" .Co" of Rs • • ti O OFFICS OF TRi CITY ATTORNST a RiNTON,WASRINOTON U !R Z ,eme+Oseae •eerenm, s +..e..� amm r-ewe LAMRXN = I . pre n,rea, DANIRL KLLLOq� .tern,on w"na. DAVID M.r"", aaw� a"We mew LAat t MRMR. r a`.am!re, iANIM L I%W=. an anare, YAANA A rOUapt,tram,r,.aura• September 21. 1984 [:j:D TO: UTILITIffi �NOiT'I!1<, CITY COUmCIL FROM. LAWRIOCS J, YARREN, CITY ATTORNEY 4R1 UTILITY CORIQCTION CNAR.C4S This goorandtia is to discuss the issue of credits against the utility oounection charges. As the Committee will recall the City hAA had in place for a number of years a utility connection sharp based upon the number of square feet of a property that hn not previously paid or contrib•,ted toward the utility system. The utility system referenced in the ordinance consists of the City's wells, collection galleries, transmission lines, water towers and other component parts of the system, but not including service and individual water lines. To clarify whet is included within the system I would augaast that the City amend its ordinances to better de Tina the system. It Is the staff's desire to »eparsta eneral systems costs from requirenants to install service Tines. In oneral these service lines are installed either to beneiit the developer's property, or alternatively, as a requirement of City codes to provide looped systems. They are not part of the City's system as discussed in the utility connection charge The recovery of historical coats is aimed at thyme Portions of the utility that are of general benafit to the entire public, not those portions of the utility such as service lines that serve individual property owners or small numbers of cons uses rs. rya 2 Utilities Committee September 21, 1964 For those property owners delopins property that most pnt in oversimal or new se wrvice lines that will serve otbmr properties, the City's policy, as it is presently structured, should require the developer to reek osspansation for this extra work, either through (a) late- aerr'a asraommit, or (b) City utility participation. The only rim a credit should be permitted on the utility connection charge for this oversizing or extension of service lines is to avoid the utility i p+yln the developer for the oversialrg or extension of Hines an than having the developer n oirn all or a portion of that money to the City u eare of the utility connection charge. the credit would be given to simplify bookkeeping only . Perhaps it would be wisest not to include this credit at al; to avoit confusing the theories of the general syste^, and individual service lines . If blfarrenn LJW:dm cc, hlvor „ moo a# Metrapajilm 196 t �+�lea a.oR. MM-44 CM-1 TS 10-16 otllie a; IS061 city It Renton r 10C M111 Avenue South Mu:.lclpaI Building Renton, kashington 9s055 Renton Treatment Pl Pire Piping S"th ant tnlargmmest II6 - S--.___ •teat 0sar Mr. 01sent with This letter to a follow-up to your recent tale between the f"ttureict, Of 6-Inchur office. rpardingAo�e ro vairactation Preventer for the south system fire Pipinq and the Plpir,4 Dacia low sa si cally, there are two options available to resolve tha i naUliatinn proDl"a associated with the conflict. Option* Canal” of the following, LIMN I. Relocating the backfiov pre venter and the associated containment surrounds it. Structure which 2• Malntolning the proposed location of tc flow prevents, and oegwncinq the looalAe cabarisk- - tructioii accordingly to allow for the ina4 11a- "On of the 96-inch diameter effluent Pipinq before the construction of the containment structure. Relocatton xs possible, but several problems exist with this . stern tiwa al locatimq the backflow preventar to the western border" the site is impractic,rl because it require installation north- up the hill, And DI loc�tionen the Drit+gaP f hill „rr haltwey aroa are not known and could of other pi in craft* additional System in in the Under thecon,, n an option, the containment srcur[ure could be replaced on an interim hasis by a cyclone tfmoct s would installed around the baekflow preventar. All 1. i insulate• with a would be •pecif Led with weatherproof Insulation P P nq would be to install t This option miniaites t.Mp'r Contract ill matntt future 96-1saR diameter theeff dSncipjlQA re"Ired preventar. Ultimathe proposed lacatton of the Amakflwrwhile will then a y' the Permanent Containment structure edY_��comstructed fol Kw*rs the nr ltwiaq inatallatfon of this Ott . i-e f. = tAia ootiom e • Pit* ftpiwg-904,itb 91stew Nytewber la, if9• MN TWO h thls letter, ve sre regwatanq your epproV&l of tAis modlrication. tlease review it and adris+ us AccordiMly• Very t5uty Vlediwir IM"JAt COkatiucti iMelye[ W alif "closure cot Jim Mnedtct. Notro-CH Forrest butler, Metro-operations Marren Uhte, brown and Cald.wll TWO �/ I , - r l (• / �(' 'r I r // / 1 j 1 f F r r �� w+ r ♦ r� r v � r • r Z F i � r September 10. 1964 Mr. Non ('lson MWnieipal msllding 211 M ll Avenue South 14-1200-10 Renton. Washington wss GI21.01, 1 Sub)rctI Rrnton Tteataent Plant Piro Lines-- Permit Approval Dear Mr. Olson) Enclosed are tint -,riOlnal mylars With cW fire lines highlighted for the Renton rccatseet Plant expansion. as well as a compcehen- sive plan draving for the fire line system. it is suggestd that the city add their desired city-aasigntd drawtng close reterrncc numbses to tea key plan on the coapreheaelve plan drawing. These droViAgs are sube.tted for your slgnture. Pleasr -ontact Doug Sc:.widet of Brown and Caldwell at the Renton plant l221-7TS11. who wil- make Arra-,&rents to pick up the signed drawings, in0orporaty Any required Cbdnera, make eoplra for Brown snd Caldwell And 'letro. and to return your originals back to you. Very truly yours, "POW AND C.ALDWELL �lam L. BC11M ida.[ jeot co m0lnakor QLS4 lb Enyloewre oclane. Mr. Alan Murray, Metro cci Mt. Marren C'htt. brown and Caldwell welw�i "nwurra,s.wea+r . JpMENFRO •w a PapE+11.6t amob bodq.•r,•6glse.iwlla..sawew�Mrrrtam9Eo6 M!Pre. cm-160 10-14 1$062 AugI 22, 1994 12-2 1Pa1C-101 Mr. Roc Olsen Otility 1100"er City Of Renton 200 Hill Avenue South Municipal building Renton. Washington 9805S Renton Treatment Plant Ehlargemat IIE - Piro Piping - SoutA System _ Dear Mr, nlsen. Enclosed is a revised profile and plan showinq the propORed change to V' ' south system fire piping for the Renton Treatment Plant. These drawings reflect the clarifications requested in the meatinq between you and Metro construction wanagement personnel on Auquat ?1. 1904. The post thdicatr - valve was origlnelly deleted because there is a gets e valve Assmhly u, ream of the detector check valve and OS and Y at ems on the valves in .. ie backflow preverter structure. This deletion was verbally approved by you in a telephone :•onversation with Arthur Plersnq, (grown and Caldwell ) on Auqust 11, 1964. By this letter. we are requesting your concurrence with this radirica- tion. Very truly your•. Vlad mi Rh, ask 04— Construction Manager vRiAsh Enclosure KA1011 a r f Ao ,� � f/N/L GIA Oi tR3 • i »� v �f' re.ltOwt ' `- m- - Jr4AA4M OW' i N O "^ 4flt D .Y. M f • I ltpMltAt'lDL •1NylA If/LA Ji1�:� A�1. y 4 "�� � « � F `� WAVfP AND 119 LctW" WAt MT-" [ j�i � • 1)a tktvc T LA" K LL if ifi aNVTM. MLDfNy ^� +1• o f ysw: F r4MA w now t rwl so alto► Wfu JAlfl1 a&wo� N r • ' . ^ !! rZ pl f` wR.wvi( A ^+11'a (ffC.ottao):)4 To tan-MAYnnnllf . . it v r V No+Dt •ptyaT %Ac" Kt Cevv 1t itrbl MA%:AiL PROF/Lfir '� a ."'f• r w , • • s y � . ti'! y � `►i • , - A NCB fftlu!<Aff4/1► Alft AIvA � M; �• rt f' f+ 17+140 1'7 f 40 /7-.a I7.6� fs+oc b•to NL MOttN AIfO \.AItlWtll /JF A�L F F'7X.'f !e'l�L/ PiAf/Nb - 3Cu SY3'TirtM r10OfAarw tfft4GfAi euw Kelm" orsosts_ __Arrfftrfte frn y it �� Pftor�c�r AT MPV4TLR 1CD. a EX FN i • Y�" �' etc* ___. ...__..,. � �, w �0s; 6j, V I[ 4 X v ISDwnvLl"t IMMIRM O...w�.�.ttwM.. ... '��- � r�R .N YL7._ �'/�B �PYAry�µ t10V P+Y '.�T'! 1+f II..�.At Mur.t• M3' S[1P- oaa.e.� _...�ato_. .. _ ---` e.R� PLAN Or MaystEl[ kD. �n4u.r.r • •�i Snow! 1.._Satdr,Nrr.,,.,wSeB Non-a Q-1St 1�-la 1SDt2 AMPOM War W&O Atigiist 1S. 1lSa Mr. Non 019en Utility Rngineer 200 kill Avenue South Menton, Nashington to iSS Penton Treati&snt Plant [nlargemant Illl - Pire " :Ftnq _9euth tee r _� Dear Mr.. Olsen i Rnclostd is a pnrtlal profile shoM:ng the proposal change to the south &Yates lira piping for the Renton Treatment. Plant. in accord- &M M with out conversation an Monday. August 11. 1904, a culvert has .,eon added to handle trainage and the tare ripinq has been routed euder the culvert to insure proper coverage. The puaper station Will he accessible from Monster Road, by this letter, we are reguestinq your concurrence -ith this aiodl- ficat!on. Pleas► feel free to o411 us if Nnu 11a Ve any quest -nna. Vary truly ,'rw". ✓ ru • /tom i L,*� Vladimir Rhatak CMmatruction Manager VRiskh Dnclosure cci Warren 0ht• - AC. Seattle Jim Se"diet - Metro. NN!Ck fft w/ft•1� MsfF! 'rt �tlbil b�T� ftifALAT�ON AM\i{Y� ur{t +e w• nt wt Ymf, ,* wrve+�n rrnn\ v+.r -.Rt A "&V1 OM am l VV *_ t{wr At ail J: J,r »*wLw`a - t`w • s - — c to 4400 VAN. „` i..wr � Wtwtt �•t tt7r � • ' rift ♦i►�Nb Sou'► �Y�Tc'h oAMAL PLof'4E ns.wp.i 30 r• SUN 0 W rr.Th o Mr�RictWLh of meempolibn Stailk F..dwyr>t�. •alt w.wrw�c.5wrue►Valswsw„teMM �vrs-re 01-1sa 10-l e'-'^^"- August 1 . :98e 1lKa Mr. Mon Olsen Utilit> Engineer 100 Mill Avenue _.oath Menton. Washington 99055 Menton Tr*htmeht Plant Enlargement Its - Pire Pipi n. - SoulA S�ataw Dear Mr. Olsen: Enclosed is 0 partial profile showing the proposed change to the south system fire piping for the Ponta" Treatasrnt rlant. In accord_ once with our conversation on Monday. August 13, 19t1, a culvert has been added to handle drainage and the the pipinq has been routed under the culvert to Insure proper coverage. The pumper station will be aeeeaalble from Monster Road. by this letter, we are requesting your concuraen<•e with this modl- fication. ►lease fee, tree to call us if you have any q„estaons. Very truly.yotyrs. Vladimir Ehasak Construction Manager VR:akh tnrlosure cc; Warren Ubte - EC. Seattle Jim lenedlCt - Metro, RM/CM r,n• sc v/rt•�� '�twu urr n•��t�ny� if ttM »•w n%M Mistw wt%o t RYf�M �)N'uRvtLf Ww N Yh • • Maw SUL& v +hc 0 ..,r.• TM Kaw• ties i"It•uaw w r.w +"s A M i RMy`I11 it all Its -_ ..,.�... . }:-.,• ��Q'� h � tV •tvM NY L • r�'f�' Y, vW �M . `i ! f1tr ►lot%& e0V►M arjTcn l)r'. ►�LTtM. �jAlfll� r'':wo 1 .�T1ETR0 MrnMfpalwt d AietrttpalAan Seattle !..sr or MIt4 •av% ..twt a r 4.n11 VAwhWIWk-4"" -142 L50{2 Mt0umt l4. 1M�{ or. Roo 0160n utility Mttgtneet 100 Mill avenue SC-4th Matoo. Mashrnptoc 9soss Manta" Treatment plant MniarQ0AOAR IM ONt Mt, 0104Ma Imleaed to a partial prattle storing the Proposed .:hangr 10 the south tystea fire pirtno ter the Menton Tree"ant plant' culvert accords ♦n,:P with our Mnwrsa• .oa an Meriday. Jtu.ust 11. IN{, been added to handle dralpapt sad the tree PrPL"9 happf rest ation route Mader the culvert to insure prom cowta'{e. will M attvsstble Crow "enter � ad. fl or in letter. etas" treeet0 C,411ous ltnyorMve anynWesttons.- y/oattoa, piaaw Very truly yoyrs. vl.adtmur Meant Construetlen "Ona<tar Vd.sah iaclosure act "art" tlhte - K. Meat%le Jiw Mnedut - Metro. aM/CM , fYfa♦ tt wb , 1¢ ` f4y ',ftfr i� 'Rk"IYJ:•f 'S:6C OrUtAj Ai,0% 1 ��'NMt11M1AfWwk lOfM�rlt 1 W Wu{f i A"AK w M f7 �a om K s 1 -Al . a {ww,. w►"' �R r f• v+ E T rk.�.•W Nai•N � 4' 1'MIwN t{t{ k'kl•N W►Y t` � {ii iv,••i ti µ0 �AtTtAA, PiOi'16� MS."W•t w r , MrKidplkv of(1iib4apolitan Swttk F�++Ae�. •W b.nr6 v..,S.mme 1tYskaipan raw Witle-ea CIr^n 12 10-16 August 16, 1184 15662 Men Olsen Utility "Jissor Municipal building 200 Kill Avenue 9oyrh Renton, Washington 16OSS Menton Treatment Plant Enlargement lip - S r Drop Modification _ Mar Mr. Olson, - Duting Installation of the 12-Inch totter pipe there was a conflict with an existinq 30-ineh storm drain provioualy ,netJ,led. Due to rho great expenae that would have been Involved to atdify the exist- inq storm drain, the Contractor was allured to doviats Prow the plan» and install an Inside drop for the 12-incl, sewer conn.c•:e^ D•.•wings are enclosed illustrating the modification. This change is transmitted for your information only so it is oui understanding that this manhole is under the` City of TukwiIa,$ —+ • 41 We apologlto that dua to the Intensity of the eonstruettes prole"we were unable to advise you earlier of this ehanga. Very truly V46 Vladimir Eharak .,1.. . Construction Kanager VR i ksh Enclosures WOOS opium t .`a 7 aviation"+T`%or" atSwaS Mi��rp 1tr010'J OMt MAOrO — 'T Lw S w ♦ I METRO TREATMENT 'PLANT I934 U-749 2+ Corresp. • wl AllAlti.•�wY_�y W•w.•A •f M _ evot 460 Aw ' 1L ttft�t. WWA * o Im ewe sm' T f.o sow Ww wfwwnww aMplfl�wtiCs.11Vm ___ • -rtlwl.lt r"eff 1RU'TPOW Tmtmk KTAL N Be caw wK �.w•at Mrwr 1•MA� w I f n'^swww a � trK MMFp. Y wwar., MR Y1- // ntY f -� •� t «.ww N' 7 •� TIf NA.•• (. uw•wB w.a w.•)-� w°'./ tNrn LAWO .k to .cr. •w oew.w � fold °nn`rw`� I 94 vFtv v sw+ -- -�w ,�- CafT Ofw Cow ow"c"W oMw�o�c+to w�T+ .era v »' ar.fr Aw a uavw t•• ! u+t�6 hV•�•P 01M rrt _.. d CAC fU�+Mi wrM ar•a f..'. 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N,..•NNr,wT ..... , •.--. ,.M't .fw •'� 11 M�wg1wM0!},i Ny +wf.wrf aW i.�.�� I •w�In,w now. wo N.•Nrw� ...r.w 1NO /yam Oi1.N IM Mtn�'A NVM ON TOO~ ,M V Y M•.,NLN New/r0��►� V A!H.r►t�/'MM I�M��� —."�.'�.1N Mlpn'N}W�LNYi I,IM}YA '#I100'►M�I*l1PNMI 1VIN.uCrY�})1!N•wn�•lY'41�s ___ __ .},INa�.Nt'Iil...VnI���• N•.w•'NM•NNY ! oaysm~ op ow wrasom OW 1200 •I..p p .•I «.Nw► i ..,,• —wq`— �+�},+t` '►.,NNr Ly w•a.wr rw.• INN,AWe Pin ww4✓wf.N w.Ir 01 Yi1rICM• �/ M.n+vr..w.ww.+ wLM1.i}A►11 wrn•�o».+arr p Nwlw� ^�O �' - .a,e w a M mw+su;� s.r.N;7 `**r.": r"ww _ �nx�7" � IN M�JtRM�r ►"' "i 14�' 1a.r^, , .3 WdM ' N.... ,Lt .,NI/A!N NP MIi�IIN} .MN 91V►' " .}.NN f f 1 l .« n•w.s a.... ImN,se IOU r M i i "" PI.••NN•IINI.ANN.�NgI.N.r /IN N >rl�bw MNlIIU Yw.Nm Mll•113rw N W NMMP!R!N•10�YI•!N Nfl. ,M31TMD�Ww1 +/J NMIlY!!on O 1*a__w!���� OSATONV NMOOICIM-- NUVIA SUA,VNr toVA w.r.I.N.. Immomommum amomm .f\ff.. •f.{.,.... ,molt ..r.ewfa\.f.few. w�re� v►cr Awv,� w�notowc+� Akftrsis tfreu ab{+aw no San wrtwNc.n Ml at\ u •r�ww rarr WAP%l rt.KVAM %"Q ur\ SWO a Wo a.USWW MW M ♦K, M�M{�i\MI\rpYf•f\{►MMr tires./ rtMh•/ M +Mr am few Ort tr tww.. nw er spool \fs""M' j i'0 he t RiwJ (RIO swow- Iwl'rs %a. r\ MOM r RPM" w.. {a\ a..w . ..._.... ..,...... molt ur• . it l `Ls!__�.- -_.,_ •�,r,�rtM ! "1� faw r— --fit' M ... Y� dY\.a. (f\r r �:._ __ 'at� aIw lq ri ttrgr• �M*�. R Orr�01 ❑ffrw ��1!\� .�.MYMYp �.TO\ •�'Mr�i\ 1�i�f ."�.r�� �i AI�LMYO x.p/ !� ! �MiM..\M •yf �•w.Nf\�....Mr i j-,meow...... ..w.war+—► � r'ar U MrrrY%fftY w+.wwo+�.,._Nr.�_hn w�. �� eetilti P4r.V ti.l .{Mfg\/ { rMflfY�r11 P ' ow .rm. 4MM �.,�j � gfwtff/grrrp Mr161 i>r1{�i i\1Y11#{Mf\O• iMeyf-"".`^^.�'�..'�..� �rr�re. �������M fr.flt MN lA�i)10M4 Ahwh etr tM11fY Y~��I\ .f.4 i1CA.hlMr tf1...1 S{M. \IUt11 I.Of Mqf� some. ...o\r� Nl.1�ry 4Mrr \.\\.��.D!�I�f\Mr �tw =01 ,! C sells hors Q tNIP Cokwcjow �� �Zy"._ dR�k �� Icy � 1 �� AR M.•+.�..y�1�llly..��lY n Cf1\ ii M�w.tl.bn f tlrfb�r a ralw ncr ."' \ ; '0{' M�1w{r+fawff. +►+� 'a SWAN— a�rwiawiw +NYrfr.r.Y. �\r\.MfIC\rs ir�?iw«'w«iMWWAVAbf> !►'. wwriitWon c4mm"w;wwwaam - AM TMT air %L#4:6 MA TEST INC 4"0MAwNW 4M Ys AwN W. MMIM&mum cow SrAMIL *A NIDt•!/!) *AT"SWOlrrconWArrlE. *A Ydlp1•JM7 MM TO Flf.t: YAACI: obtre T►a %M"t Punt Water System Afttngwtthlotvo to discuss Plems and sySSaa Mtvelrtgennt fees. Tuesday. July y, 1%4 ATTIEM: Mr. Mr"tren. Im%tm Mr. lbe eve n. Metro Mr. J. Spencer. Ilatro }►, Sows. Nrtro I"c% *Not**, Anton The et '*sit tvbjact of thiS lting was to discuss hatro's water Plan which la an fit# to our Otiitty Office ar- approved, ttatro is still disputing the payment of the System Dewloo ent fires. Our conctrn was that they now wart not "I" to construct tie system at Per the approved Plans if they had to pay the System fees too. public dov*S position is that the water system crust '* constructed par, the approved Plan and 4110 Pay the tees ($14=,000.). City attorney has advised us tut at have so authority to do anythint also. Atro fools tut they can Meet fire flows wit% the am line through the Plant even with oactflow Presenters. Public worts and Fire Department Was Ncept wt see a need for the other ilft tc the north at a rtaliabillty Mtn and also to atremgthen the System with a dowblt feed around Mobster had. This is own sort critical since the ►.1 Channel work will remove the tie rim across the Old Coif Course. Atro and Public Yorks agreed a. lotro will constrwct the water system Per the approved plan. This aeons both lifts. b. Metro will pay the System Oewloom"t Fees (1142.000+) up front and reserve the right to go further with their legal Staff and the City Attornar to obtain a return of those fees. Atro felt that the construction of the northerly tit lie t%rough the plant constitutes a substantial contribution to the System and that should to IACC"Ud in lift of the System Dewlopatnt f"S �tqe cc: sorgat Otsen 7 Itarrtn '►=MFIN0 �y�awl, saffk f+•�we�. •a2 S«wnd we.SaaRk Y1krr„Rk.,es70s Win July 12. if64 10-16 01560 Mr. Robert Bergstrom 6SI94nNrinq Department City of Renton Municipal Puilding 200 Mill Avenue South Rentop, Washington 96055 Renton Treatment Plant [nlargement IIE - Loneacrea Drive Closure _ Dear Mr. Rergetromt —_ Please be advised that on Monday, July 16, 1964. V i J plans to close Longacres Drive in order to place a storm drain line, as shown on attached contract drawing p7. The closure will be in ae470rdance with the provisions set forth in Section 01560-5.0 of the contract document. If you have any questions regarding this matter, please contact Adam Strutynaks I41]-4933) at this office. Very truly yours, � a mir R a& �1 .O Const rectl0n Ma agar VK:asf Attachment 0; ,y "7 1 �267 i Akk jams- • w -.. 1>'t\\7N }•• • r flf•rN rw f!r w 1 Ti l[G[NO � + t� 1 rj M1\ T i•A� i1�� t Y a p.� e t . 11•.•\ \i Ylbr► A Y.1 w��H.��1{Ptwi CYf yY� Mt MIt1+aa:.MN C9Ya\t•r. rn"`♦'ii, . r s _ •.e\r YrrrrYY •r.WI.r R4A{.� \. M.,._ • ; ,...._., 1\iMNll[IwrMa.qN1 .. . 44 0.0 wYY.-+ar�•r\♦. ac. ..rqY�«n. (4091(04 C.CMttooLf tNC[of TAlt ,II, �`w•.+ aHi.'Yi PlfM\Y+U1 \Piu I�i+irYr I y ` f + ` .Y.w•W H.P.a.YYplMY ar Y♦Y.be •1 • • t 1YU M.gNir•�"IrYl F.1 MY.\ � N•\\ilA\�HM1N..\♦PN UW Mw w url M rw. ? S• � 1 .M.F Mb M•YMY4.M,N Y.• `•\f \\.• ••t .rIP�H N.bMu Ma.rt:.MI.YMY 4Y� F , [ N.FN.b i'rpH�yy�y MW� .tit � � . • YeM•N r{I 4k NY\r.\Pkr r.aA.�.4\Yr.1YM.N.• ` .. 1.•. 1 _.._ + M MM.1\MN MI.IMY.Y.H MiY r :+ as�i+/r., . p Y+�rY• ' MrMy�.�•Mr WYY.F..♦ N.a � 1 aW UNbpbl a.11AMHI1 MI� a V .!W YMt tNMYM�nq f1Yli\ V. '� 11 .Frw M...\1r\\\r. ♦'.Y ... MI Mraw\.i[ 4 t �t . IM�A Mw\r M ItNtMA• W\. "`�'�y- �{(' ^ uW1\IY\Y,rMlr r g11N•N4M � ` lrrrr f•gOw ♦IMY M1i q.•. .�',r1 �"f. .ri•r..W • .1N♦rNH•..r WY.M\ir..r rYXY1rIYTlu.. ♦�♦rr+rYrrHr+♦.v-a.w•.+ Mr Mq :r '- .- YIMru..Y.a .. \NrrAMYUr\\OI\\I IU1111\\M�MNMMYyr ' 1 .\ r • - • rr:Yr..0 r..w.w�aF. YN r.N:♦,s r 1 t APMQYtO [IZO GflhSTIpiCT WM i.». .:.:...Y. _ _i lROWN •.r `• RENTON TREATMENT PLANT '' � � ^` . _-. CAALDW YL ,•,•r M�MrO EE �r0 oNwrr[ wnc�r[rnt nra " r K'�'?� e . r �ilrrt�*�Mr1 t�M1 ur�ty•�rlawr.t.f�lawr�e,wn .runt at, lips Mr. MlcnarI Mouton Director of public Mores City of Menton 100 Mill Avenue Beaton, washlagton 01105 P"tco Trestoent plant mp areetwnt Mated Setvice AssOaraent Aur Mr. How;ht.mi swtro has Aetemmed t0 pay the mystems 40"100eeht fee of 4141,012.24 for a revised Water tsrvlea conoectlOn to the ti'eataent plant in ardor to secure the uttlltles perslt for the Aentw. Tto4toent Plant thlargesant lit contract. As YOU kaew, Metro •toff does Not dewaar iron yoar wterpratallee of the City ordinance re"rdlaq Motto's I$Abtjtty for a sy►tes dewlopW^t toe and makes this paysrat under protest fully reservine all rights to appeal and to" review of your toter-lea. Metro's penton Treatment Plant has been served rptv aed paying into the City's water dlstrlhutoon system for the pest 20 ""a. tie have also Rutlt p4NtlOni Of this ailattnq water sys•em adjacent to the mite, and participated in an earlier L.J.P. for ►yatem lMprovesento rinally, we base agreed to construct an.j pay for a 120 City water dlatr batlOM Iw* within Uo *Last site awl to the realtgbed Monstar Hoed, we 00"Wer this peeeaea Qt to be A tubntanttsl and r. '%ftdamt ttontrlbutioh to the City's water System. kf. Rlo4aM IfougtlC�pn C ity of bantam bent" lsestawn plant llnlar"ment wtR flervioe 1Neeenent :.ume is, tsss page Tim As you know, motto enginoors have re-eveluated the need for the li• City voter JistrlhwtxJ* loop to eaec fire flow requirmoshts and determinod it we not necessary to maintain mare than adequate flow an4 r. sidual pressure. Mowover, we ary willtnp to provt4e this system improvwmant in itou of the •seassront. 'hank you fos your eonslderattun ah(t •t•ention tat• tatter. it you have any questions, please let at know. very truly yours, David 0. ,tat•tand Project msmger Doti s q as CCi mr. ?arty mohaghau, metro W64 t. Susan Solherq, metro aS/i) mr. *abort Ntsstram, City of ""ten --err CITY OF RENTON N• 61W DEPARMIT Of PUBLIC a0W KAwN r +lo. UNION, Va. *. ,;A N UKENvto W `� h ' .� . JY " r' �( !�t I k` r7y�. 1'N Ni PLANS 01POSAT r S t� te I.ATSCOMA FM t_ d•jA+`N+'d �l�.f PWAce ``;r *I "lttµtow ` 1> W. 1y9 1+ra f7ffTOT+L 1 4 1 IT 'vj . b. N� CITY OF RENTO wt 6160 DEPARTlE11T OF POLIC !!OAKS l�plllT IID. Room, WA.otctivto of ,..• li� VC4, t4T�11 PLAMS DEPOSIT ' 4�• � vTwJw� Ut•.� POSTAGE TAX St , uy �'•'>`� TOTAL x jj ME'TmRO ,` of%bba"IN" tadmag,04 s Rif SwitValAss..l.riia wr*100@mm RRWim JYife 20, 1984 Nr, Richard C. Roughccn Director of Public Works City Of Renton Municipal building 200 14111 Avenue South Renton, wash#ngton -.1055 Renton 'a eataaant Plant Expansion Alt: site D*wlopw*nt Assessment Dear Dicke ' 1 an writing this letter in response to our telephone conversa- tion let* ►ridgy, and ao follow-up to your letteft of June 1S, 1983. Our discussions Covered a new submittal Of fire flow date, the City water distribution loop along the northern por- tion of the Renton Troatment Plant, and payment of a system development too of $113,922.24. Dave Hammond, of my staff, delivered the fire flow data and a fir* wwt*r comprehensive plan to your office AM Jive %Sttlie'.s' office late on Monday, June 10, 1984. 00 understood that It was agreed that installing the fire water system along the south end of Metro'* property and wat.r win extension on Sauthwst 1th Street could proc*ed concurrent. with submittal snl review of the tie L#re flow dote. it this was different from your under- standing anti caused you prublemt, f apologise. Its felt that regardless of any final decision as to obligation for installing the city water distribution loop, It Could not be Installed until late 1984 or early 1965. R*gotdirig further follow-up, Dow Rammand scheduled a meeting with Rob Bergstrom for Jun* 20th. In the next day or two, Dove will disc be deliverinq a check for $1411922.24 tot the system developeent tee. No will also deliver ♦ letter of protest. 1 think it might be useful her* to sumarlm*, from Metro's p*r- spective, on the City water distribution loop/systes dev*lopment tee obligation leauvi At. Afahard C. MoepbtW June zo, toN Pape Three Thank you for ymr COW*tathan SA this aattef. tt these are any Questions, or 1t i oM be of asswAnco, plasaa 0611 M. pe , Iy lrours. S.A. MpM , V.l• Act 1Tp Man of rater [sp al V109raw UWlston TRMt?k Mr. kt*bard C. aoeght:o Jana 20. .lbt Me" two The Issue to a 1iaw4roam et betua*a mw*jw *tact aid Metro Staff rapirdit g ibito'* obilNtiom for l.)Do lineal feet of W dtstribsttoh water bAth. M Ach meatataroa a City water dta:ributum log, Mod to also pay to 4" City A symem aewelopbabt fee Of filf).932. 1+, fhe loop Is e*ttarted to rust *ppro*isate:.y SiSO.M. In October, .t•). onto agreed to provide the lorp wb" at we tbeght to be necessary tot fir* t34W. At taro tU* of this Agree- want. the obitMttob tog an sdfitional 1.43,922.44 tee pey*snt w* not diaruoasd or aorwed to. when this fee w browght to Matta's atteatton in way Of 1964, we re- viewed tM City's ordisamos ragw►rihq syat*o dtrnelopweot f*wa. In or t*ttet to yo0 of MarCh 26, lima, 1 sugggted that ►tistaltatloi. of the loop to -an agultable *bare of the City"a water distribution yet**...• ►A lieu of pay"nt of the tee as provided ih file ordtasbce, you Advised mt by letter as they it, ISM. that Metro was 11s01* for the eyotem dewlopmont charge and we could appeal to tbte deca*aoh to the bo.t.on City Council. ' wa r•vta.«i thi* t*a" with you sad rasbars Of yaur staff "n amrt„_* otloeetoas bettiaen May 11, 1f1* MM the prwNbt. ar position re*Aina that Matrn does set haw both oblt- gotiona, H.Pwevat, to craft to procee•1 with installation of the "*tot lint wet S.M. Tth Street srW the eoutherp. fire loop, we Agreed we would pay the dwwiopaet,t tee under *04 Protest- tthhe-onylslitir M*trthis wataerr tineid slow iaatalietnce of the teb mbbtle"Od u't acute, we turthwr agreed to "bast a CCa�ir*hens►ve tare es in ter ps sad fare tttw lot* asrtwjinq the City wstK 41strlbwtian Loup, which WAS provided kmftrt Jurae loth. tta will trontlaur to WOti With your staff to resolve the iaawe. 40 have a^ tpwiated the loop to *ea rgmir" for fare floc. tWthM, it 4MO bet pert of the ApprnvOA NontCr Cwwwwrata*balae Water plan, and rihatly, the payment of ila ,t22.2a provid" roc wtst *ystm dwvelopa*nt in lieu .f this inotallattaA. If we Can reach no tesotut►ou bar*, we wmm Conald*r Appeal to tM City Cow*cal. 1 furl tb*rw Is an honest dusagroeme"t As to obli4At 1Jn on a *th*l* area`* In A very CC"'*s prC)e.t , t SWggest We oohtSMse to work to raso)ve this aittareaew while we *two C*ntilmme to sow Ahead With pgegresa un ttoatment plant awpaastott Mid Mill• we also *gating# to satisfy agreed uptn obligattob* With the City. 6 4 10" ic I III prnN ♦ Ir+MM•w 1 OM 0 i tl� n! J�R90MIL� soul TM AKUAat J 7s r� CITY OF RENTON `]a DEPAkTFaT OF PUBLIC NORlfS Wo reRAll •w., RfmT0%, w. uutvea or �)►� � N ��,, tit• try K q ► PLAN'$ M010401 ►OSTAK 4ut� '�� Mi6GltiANE�MS 1> � 'All TOTAL by rrrrr►r�.���..,.+w..- ._ .�.,.«ram. �-...,,r�.1.. AL Wy of �o MftmpoWan 5ealtle • [dmw %Aja -an set,wd Ave.seetek.W.A. es m. June is, 1984 Mr. Richard Houghton. Director Department of. Public works City of Renton 200 M111 Avenue Renton, Washington 9s055 Renton Enlaraementt Comorehensivv Fire Plan and Fire Flows Dear Mr, Houghton: We have recently teevaloated the need for a City 12" water dis- tribution loop thr,igh the Renton Treatment plant site to meet future fire flow re�.ulremmnts for the plant enlargement. The unclosed informat.ion was provided by R112 and Brown and Caldwell. Past discussions with the City indicated that the 12' water distribution loop Yy be required to meet fire flow require- ments, the enclosed information concludes that the City 12• water distribution loop is not required to meet fire flow and residu..l pressure requirsomnts. The comprehensive plan for the fire water system to be constructed at the Renton Treatment Plant is transmitted herewith for Public Works Department and Fire Department review and approval, Aho, attached ors the fire flow calculation.& to the buildings as figured by the Fire Department, It you have any questions, please call as at 667-6b62. Very truly yours, 1-Oav* HHHaa K 04 Pro3ect Manager DGMIbw enclosure cc. Mr. Terry Monaghan, Metro - MS/64 Mr. Now 04OW4 city of Rsawt, Mr. Ron Nelson, City Of Penton Mr, dim Matthews, City of Banton (with Plan) Ms. Susan Solberg, Metro - MS/63 . PJDr t TREATMn7 PLANT* i IRE FIRM AMALYSIS The following analysis was prepared utilising infernation supplied by Brown and Caldwell, RMI Consultants and the City of Renton. Table 1. Renton F! ,e plan Flow (we)/pressure (pa191 Structure Operating With 12-inch without 12-inch require- City grid city grid system rent system additions addition" Plant entrance at �— Monster Road 56 56 Plant entrance at Seventh Street 56 53 A daTn strat on �— building 12S0/2D 1250/49.9 1250/49.9 DAFT gallery 1750/20 1750/47.1 1750144. 1 i Dewatering building 2000/20 2000/47.2 2000/66.2 Solids MCC building 1500/20 1500/66.2 i 1500145.2 Digester equipment building (sprinklered) 1750/44 17S0/67.2 1750/66.2 Maintenance building isprinklered) 1250/37 1250149.3 i1S0/69.3 Chlorine building 1250/20 12S0/60.6 12S0/66.6 Aeration gallery 2000120 2000/43.9 2000/43.9 eCalculatsd in-plant line bras plus 6 psi for meter and backflow preventer. Actual field Operating ressures will be aonslderabl h1 hrr than sown in fault c argeat s nq a structure ow reyu rereh is YU669 an'a the largest tireflow requirement for a sprinkisred building is 1750 9pm, whereas 2600 9pe was used in estimating city flow to the plant with 1350 Spa entering at each entrance. The 1300 figure represents the highest (low that one entrance right ae due to looation of the fire within the plant grid. Aasuainq 1)D0 gpm At DrA a ca 053184 uch of the two entrances was a ccnwrwative assumption made in the original Janua-I le, 1984 analysis Witt, the plant 12-Inch City of Pont*" grid addition is place and Was repeated Aar* to be able to c ompare Identical flow With and Without the 12-inch City of Itrntan grid addition. Yresaures at apprsalnshely SOY via peg eatrancs trequirement for a sprinklered bulldiq fin In tlr plant) "aid result in all table operating pressure values Ming aDouc 7 pal hiy_her. flow* at structures an as required by written dinetivt tiros the Pont*n Virg Department. Poquired pressures, are the greeter of 20 Psi rants or the ific structure'sum for sprinkler system. pressuresrat theitop ofr the the bill the plant water tower ware checkad on the computer can Without the Positive plant bypass to veritj pressure within the pipe remained in thePositiveWarps. Reatue there was 12 psiq. The results conclusively show that there is sutticlont fio, and capacity to meet the plant's fire safety needs without the 12-inch City of Renton grid addition. •c��.fe sfMrtl� eaditertuy, •fO1s..wfho Aw-Iw kwA*Y"..Mo9 Justa is, 1H4 Mr. km Nelson, Director 5u114in1 amf loninQ aepertaant City of Renton 200 Mill AM**" Swath Wentun. Mashlneton 1001)5 Renton Tr"tarnt Plant tnlargem"t - status of Conditignlel tier Part %mftA neaate user Mr. Welaoat The purpose of this latter is to su+swarlss the status Of each condition established under condttlonal use pwwt 1N07'11otCtt-001.03 for the *a*%R4 ww"towt Plant 2tlarrywtant. Attached is a ssstrite wiltttt tabatitles *a.'h fotMlt iun sc t the ,.,,tt a of rnp*."M ltaV itlrM f.'et +Weil. tea also anelased a ea" " the lat"t "that sch,Wule for the plant attiaUrgaNW t. It yw have any questions. pleas* let -e inoar. Vary truly'N�c V\m0a,�-4A^ }roars, '-60vl4 Ranssond, Pro)ect tfanaq*r MaaetAM TTaatssrat Plant onl4C"MaA LK..4 t tv Sucloaot* cc:t Mt. A,m 000 tYa, c4y at Reatu=, Mt . Utry tbrla+lltan, Mt to " - $41 Ms. Susan Swbarq, &tetra too - ril Chet A. Mee Wheeler, C/ty of %saiton Chief Alan Walls, City tit wanton wgTow nuirimp? ►tAwr ""wMall STATUS or CORDITIDAIAL 939 PgItIT w101, 'u"WS Permit No. - WITIC:CD-007-03 fTTTIDM 0► ""T, 3TAT13 1. Metro Council will permit Metro to participate in an This item is partially complete tr Council posoliti., LID which *AT to trotted to construct, improve or go. 4236, the Metro Council awthoris*d it* waecutir* build the Tailor Parkway toaksdale poaal. Director to participate to an LID agreea*at, A ' petttleo has boon submitted to Metro for review. Poaalsing step is to roraallse the LID which is the City's M1pOReibliity. 2. noted *ball be romponatble for construction or a woat*n gmlArgeaont Construction :ontract IIA was bridge and roadway over the P-1 Cha�.nol in th• r*vtewl and approved by tt.o 71" of P*.,ton which gontral vicinity of SY •th Street. 1arr -notruction incl44et %Re S.W. 10 Str*ot bridge and street Orton. stall bt cnnpl*ted pr:sr to the recot.:t ,,t ire first sior.. This :ontract was bid and warded and thv sit- :^hlorias task ear an toe subject *ita. {ba rand 4oct work rill bit coaylated by Soptombmrr 1964. The shall include all nacossary lmprove*onts as di+tsratn*d City oust laapect mad etc♦pt this work end lnclud* by the Public korb* Dopartm*nt tnrludtog tigaalisation Matro'o parti:lpatian in formulating the LID dLecotool j for which twit applieamt trill be rempMsiil* tar a et+ve. roasonable pro rate Mire. , 3. Metro shall laprovo the alignment of Moustor Heed on Juno t, 1994, Motro sabatttod a propos*d plar and along tnv western boundary of r.I* •ab,•o;6 site, profit* for upgrading Mnrst*r Pool oloig the wvivrr iasiullmg Lao iatmrsacttoa of Maaotmr 1040 nag Lm*.g• property boundary "a realignotat to latersect Vita acres Drivo. Loogaares :rtv*. Tho City to reviewing the prop>ul and aeettag with sdJ*cent property owu*rs, Metro plans to sward this work it fobruary, 1948, to avoid traffic coafltct and roadway deterioration during cOn3trwction j 4 +�+ or in* treatment plant, (Sea Attachsd Schaswlet, 1 i page 1 t + 0911TOR TItATMRNT PLANT RSLARULMNNT STATUS OF CONDITIONAL 939 PERMIT RSOUIRNMCKTS Permit No, - MNTNOICU-007-d5 r tt i C012ITZON O7 PN}MI7 STATUS The applicant $hall dedicate on*.talf (i) of the Metro has been awaiti:g an alignment for Ookoda_e right-ot-May Par the Telly tart-.my (Oakedels Road) load iron the City and is prepared to doditst* + between the P-1 Channel and Monrter Poad, such property. S. Mateo May seek latecomer'e agreements as detorminud Metro will be working with the City to implement = by the City Council for any sapoct of roadway this provision for all roadway and utility improve- + imtrovemonts. Monts. 6 The Appltoant via prepare a risk analysts of the Metro submitted a draft report to the City for review thlor.ne tank car operation and will toordihate with and received comments from the City which have btem the ;dice and fir* departments to provide for an incorporated in the final report, forwarded herewith. ° evacuation plan for the area in thv•**ont of any we would be pleased to most with you in the near chlortne leaK, toture to oiscasa the plan in more detail with the police and fire departments. The first chlorine tank car is expected in October, 1964. 7. The fir* flow system provided by the applicant *hall A preliminary fire piping and hydrant system has been be sub)*$ to the approval of the Fire Odpartsent, approved by the atillties, fire and building depart. *onto. The System is being installed under eontrocts . + TT6 and TTC, which are now under construction. The retaining part of the system In th• solids handling i facilities area will be installed during the :TC-Solt" Handling Construction Contract. The detailed design will be submitted in :ate June, 1984, and awarded in November, 1964. G. Lah@scapl%X as approved by the Citylbf R. ton Landscape Preliminary plans are almost Complete and a meeting has Architect. bun Sch*441e4 with the CitYt$ L*ad*dape Architect. final plans are anticipated to be complete and bid in F•:'rgAry, 1986. at z RENTON TREATMENT PLANT ENLARGEMENT T PROJECT SCHEDULL 1982 1983 1984 1985 1986 1987 1988 PR DESIGN Liquid Solves i IIA - SITE PREPARATION Design a i'^'rtlO"T(fSM) r ►.n • IIB— LIOUID STREAM Design Construction A Start-up (f19M) RA RR TRACK Ilf• Pipe Purch Design Const. IIC • S LIDS HANDLING AND PLAIfTwID[ADDITIONS Design &Equip Prequal Transformer Prepurchase.. Constructl in and Start-up (SSSM) IIG - BUILDING REMOD[L Design Construction (ffM) • 110-PROCESS CONTROL SYSTEM Design Integration Installation and Start-up(SW Hill SITE►REV ETS PUMP STATION C"4*m(11 Construction (IiI M) BNRR LAND PURCHASE(f1.4M) ' IaOfraTea NO ALA"SCAM - ONIyR CenMrwallf'BIII r 14 1tr 1�" i ■nor sam� ire - amass wMLIM �i FIML s� » Ago U=m seats of I. ton bmiv mt ►rm _-a' AMitw cw» :. MMtar'a st.n �r----� Anlw CATO!"s ). h<_NW N Aid b�tvnt• �1�,r�� • �. NlMwat it we !. YMH Moot tAa to suwttat IAr n"O �. /pNA 4oNttve� ♦ UM UP qwi% 1. OK ANeo.ol N W fammaU Um �)N •IC. AplrWt :tM to 5ineton � KAN U. AAMe ttm b Ciut It. A cwm?tw AZAM It- • Ix• L). Cwneti Act.an ♦ 119t I1. htlta M kAM U. rtH+ y Ha"M � t � a OR RR + �r ~ c RAM WORKS DBARTMMT AR Re wn c i101elem • OII MM E aliemcru saatmrwar in ins ova ed wewroal essrsIz 100100 raw � 2Rj t]5 25N wiWAA r S)4OV%- ,ivae 15, 1104 tw,OP A, lany baathan ibtfa cacluaga Rwildiag Rtl isd Ave Seattle. M 111104 Dear tarry, Per our conversation this ewrat •• to taw (tilt wo had approved PIORS for Your voter system at lha so"" Treatment Plant is botoo moo we "sad a treat deal of discussion about the PEOWt of tho SyStM chargas Since that tir had a/did the ttwa thaea ►iemt •h gpreved, you todicot" to me that you had mew flow data that amid tadicaw WAII11tattoa to tha rater system could occur and still rat the fire flow "I fe ats. the city has sJt vdetltad that bMormetlaR. Vow eve 1 dlscwstad if* papest of USUM daVOIOPM st fans hive ydw atreN that even paying undo, protest would allow you to bolls coest►ectior on the water wain festorday at a pre-construction Conference which was hold am this project at City Hall is bataa, no Choate$ to the ►lens we$ show+ eadtor dis- cussed to everyone Me$ Is asswetng you will coastrvct to the original Plans that wan aproved. furthor, wp have had so contact from ywwr staff, to my knowledge. regarding the new fin flow inforwstien; therefore l also am atstwrtat that yw will be cemslroctiq to tow awfaved p1M aid also hob oaymeat Of the system thorgas tf this is not the case I as Very reluctant to ollow this project to start Mtil these matters how boa resolved Very truly yowrt. shawl VAC. van gotoo dx.. %611C ftek 0 factor KN:w cc: t. blew R. elm . R. IRetetfdw ►RIORTO YIIKO CONSI gCTION It T CI Tr got fr wT WTlft ►malty 1 W-741 A 'Srtro ►ro.1CtT 1�,. �1�l•+t'4 MTIN rftjt" TITL! 10414Q. '(tpMIM (fNwMi wt Tuwt Y►yt taw♦ Ntpwil w nlalcT EfxATlor y�c�www M $Y �.• st. of ruorE. Mit Ro L1 �fT--- AaaflEit 1 Lo,O pl.r i+ � 11.L4+sH !w!IIGEMt r 57Z .9 cwlTlucToa L/ �. � r .oslless gee, t B It6Ew r talxww t ►„pul - EnIIMIIKr ►Marc �It, or tewt ee taMctit�.._.�'t►►rr. YIPr\ t ME=?RO M.ptripaty� M.tr�a.,,5twfir t.,kw.f�1► s m Swam M,s.,td.�*aet June a, 1944 Mr. Richard Houghton Dlractor of Public worka city or Renton 200 14111 Avenue South Renton, washington 9605 Dear Mr. HQughtOni 1 am writinq this letter to request your **$%stance to telwasinq the utility Permits for the water line Installations at the mentor. Treatment plant. We ate praeently proceasinq tlt* paper- work necessary to otrtata a cheek ror psysmot of the f.140,000* a*a***menc. The check will be available in approRimstely tws weeks. in the moontilsI however. 1 would like to request that the p�Mit for the ester Tina to be installed on S.W. 1th Street .. the fire eater system adjacent to our now chlorine facilities tw rel*asad. our contractor, N.A. S*q*le Company, is prepared to begtn work lmiwdlot*ly. Your assistance in this matter would be appr*ct►tad. Sbuuld You have any questions, plasse contact Terry Monaghan at 447-6621. Wry truly years, Plbh rA K.t�SarAa,os, director Technical Servic*s t)epartm*nt WAStTMi 11, i 35 to C �, ` 00 LL s : , I Y, � ,an �.,_.�-..�----_� ►�I a Oo� LLB r C' y D am'QO 1 Q � o 009 � 7 • acp`0� 1 000 A . t .•ram •+N ++^*� Sa+41�' a ► OWW W11►A CA DWELL '"WEST*OAWMN rem, UrA T-7 7-Un lov waana.go coN`Anr`o — -.-- GMkr tt^#A _ TIMF,gM AJla VRA?AWT!t L+ k4P&Fl^A fWV MM A[iWM - Z1Pwapwa..� £�Me,F�M�Wy sw a+Manrgry UArww..r+ rAnswTnan`arertt Orou..w.wA.aAat aw.+K -*`w OWN 1 10 T- 1 . .....,`�t.a.. ♦aRA{,{AL.:A.� �,.(.arw anlrr A1fAJ6 Ni lr .d.��t .. a. T..�L1l�h72 -1+" •..+r..rAw...r...w A.r.,.rwr. s.atikMVF1MM (Mt:KYntVlS t VOOOK, MMq W N;:Ot W Nir:NKr Yte"S •' tAAtM i,►14 No AUJSA WA*dtotMNr9V M v ftow"t t o.e t..OW A Awtq t a►4t tot 6"VA r'A+wr41 t PM ra"iA oft", t Nt to Otttq tr• at►41 e t►4t no 4Atw tAtbt t t P4. o]'.tA L MAnitNACTV�tO tie v A 14t.t of W)RA 7 t14t ttA 1 tt k.pnN 1`44 r414 NRtmq Nw%Vy %OVA ROM t.t.►t..�t raN.Wt Ynt t• t1Mi t )SS►rt r rirr arw460 4 t�rl1� . 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IN /aa aMn..r.N ttaay n►.Ih.aaa..6 atM.1.f4 Mf•Max-" Mf Nto N. NwtK{ aatws M axfrMf.Vtl+Uan..q 4.tl ..�....11, a ftw dm.t -Sol va..l Utw.tw CMft vtf.a. vol"wokop UNt N*0. .+.MI qd i1'IM/a• N MI f.we.wl x.ta. canto wauwd fxnx RNIt tl.a M ft rv... stilt.atw+ww qM.,.N .If...%WAW t a a4 0... W v.laa txMla M 1fy ) w..•)wt, .a1./N awnr.a • In arwlm. .'11pa.f ..�MYt. ".r 1♦ •.NtaliR+ dw " nnfN M.1M • t.wiww.....a •M.•«+a w w w..Rn, tc.ar•n+y vt..Jlra.tfetanllu.fI1 f > �w fYIM \• f` fly \l.al i...fl..RfaM 14M.A. a Ngwt Pwq faf lwaaan M nwr . fntww. ftr yflw.lt f.tt. od ftWlbqW USA 4WA 1RSN Sin anal anrt wy'(MM 11, tin .'t n ?1 pwt*rfNswt i f0tow"" Nllf • 1*.w...y..Ma day..0 r•n. ...d Aq aKa1t1 T /i \ � � pit § =# ■b | | ■ 2\ - ] \y7 f| ! # - ! ! j !' k gets' :! ■3 . . A #� � � f| . | ' • : : l . : , a, . a �� �Tt'- } � _! . 7 i� — � � \� " 66 ■, z #! + t If !f . \\ 2 \} ) �. j1522 ' ® \ - w � .� d . %! ` - b lg; ^� , k ■ . , \ ■mess ■ ... 'i .l'{-ate .E•f r: .: •off 'ait*i SWOLLN r�a•y. • +A• or t M'f� ft7'Vedflr7i '!'>t4 Mf."Y �m1'�;i i✓Y N✓q-� .• fA : 1 a " � 17CINl.W J s '.� ., `W•'pit mm I a` .".. .JI&VO,.. NOLLMrgANgDwavurm A)"won R�QORD Qt TuAr"ON1(i Wvlm a?" mow Maw e "OQlk /ry . /4 . I•k+�y Z`��r.se. (Lab hrr�erMv Ar,. ty, ,alb �I.r.. i" r't.r ""r atr •.N. .�fMe. �`:wr♦ Ir �.�M'�'�f�F umoskor w bm" AC'now asomw I -XIM.nM Ifs`Lm&AIIGA}9VLr I. EM hCi !>t NTGd1M N Erl FI� Yh1l Qu.rflrrwe..rw ._.. - -----Mi+4w� �f.NpMlgMil au.ri.pp L] __......�....._......, _,...�....:_..�.-..,-.-._...:�...__.... JXWARLTFIMSOrTtOoctn"OUprw 1NMM'ta� Mv.EWK1kW �ifM MpVfIM .��h � AUAOPP VY1 .I mjl,gr'NIPr wn wo ulMANt Twin tlw"..,._. fw wfl &ftrriq eaf+ Mw+p.warr"M�.wa".14,�pM ww Ppp f^"rEpp�+M of RFC . U x FUKK DEMOMEW momOPAUU Mot • OI�Ctt01l + rtlwtaaAt wttatltD tlr w t At/e a ItsStTC1A 1tAbt NMM tee` 2% 23S AM •aaA y. SS>M'e'OCw now Now 12. 1944 WIND tacAMM 114114149 441 Secon.f Avon" Seattle, ten 7610h Attention: Mr. T. A. itanaghen, ►.i. Acting Reneger water Cabital /roq,w AasesswMt Subject. Aeflt Un Trw/eMll Plant iyNns,M site poweilopeent Assessment Deer Qr. Igeadisen, In reSOonse to Your letter dated Merck 28. 194 requesting relief froo the Cltv's tyttem doveloo.ent charge of S,W per sguare root, the Citr's position het not Changed, fletro is Stlli Ileble for the thatch. Tour letter of request has been rev'~J by our City Attorney end hit opinion Na that the Public Works Depert%ml could not waive this attesseent. The MIT body that 'euld relieve Petro from My astes�ts or participation is the City Council. we mould eperetlete your early olte"tlon to clearing tr this nstter so the permit process can be comoleted. If you hove MT gu*%0M% on ten eeove, please CWtKt this office fiery truly yours, �Cfttl� t r tbTughttlh Pu►lit mot*$ Dlretlor fig'.Ott Of RF 4 O OF0W11GR / THE CITY ATTORH[T• RllNTON.WA6N1tiCtTON ftJ � .w••no••.w w �w.rain• • a«+ ..r.+e •ra 1••ewe LAYIROICi 1 WARR[N,ta.r•+•nr• CiANI[L K[Lt[J�t1 wxrwrt e••.•••o•r• • Ckom M t=AN .•M.•w+ n++•••M•e. MARK [ aAMUS yyrw•r t.+..•+a le. �ttl ts►+• [AN[TUL Foolm. .••• nr•.nssrr MARINA A FRLYCM .••rvwr br+nMwt• May 1. 1964 � o- 2 PUBM wow to". To RICHARD HOUGHTON. ?IV Director an OFNIN0M FROM LAWRENCE .t WARREN, City Attorney RE: METRO TREATMENT PLANT EXPANSION AND HISTORICAL COST CHARGES 1 have reviewed your Now and that of Mr. Monaghan of Metro. The points made in Mr. Monaghan's letter do not relate to whether or not the City should charge its historical cost charges on property not previously assessed- The fact that Metro chose to make improvements that were above and beyond those required by the City also does not relieve thou of their responsibility to pay. Franklyy the letter is addressed to the wrong person. You have tM obligation to collect the fast imposed by the Council. The only body that could wive thus fees is the City Council. I also find it somewhat difficult to respond to a pits from one governaatttal agency to another that fees be waived when I know that Metro chargat fees to the City of Renton. So for I have not soon a legal mason t ive these fees. �LwR4kic' �1Z-i' Lawrence J. ran LIW do cc Keyor Shinpoch 01 kp v +� -► z PUBLIC WORKS DEPARTMEN I O E MDUGMTDh • (>MFCTOR auM�tn MA1.0 ns autoYaa sr ru•w ao haMTOII euaw s•N .' wy 1S. 1964 206 '15 15H 6,kR6Ana v 5+•e+►DCN MAYOR METRO Exchange RIdg. 621 Second Are. Seattle NA 96104 Attention: T.R. Monaghan, P.E. Acting Manager Water Capital Program Assessment Subject: Renton Treatment Plant Expansion Site nevelopment Assessment Dar Mr. Monaghan: In response to your letter datinq March 28, 1484. 1 me enclosing a copy of the response received from our Attornys' office. It basically states that Metro it liable for Lire 'Istiam develdpent fee as required by the Utility NpartAent of Public Works. If you have any questions on the aoove, please contact this office. Very truly yours, Richard C. Naughton Public Yorks Director OF RR by �� CIVICS OFTUR C'ITT ATTOWINTs 1t%N?WWA8WtN0T0P1 U •w.ea•n r « M wet • ww.¢....�•. wr Met" i.Arraoa:s tywMMM .»........ ow+ttt Rfti!?OQ. .M.w•r....soon � tea Y t�aAN .rw O.,w.ew•, Kra sun a eAiWs. .me.w W"rgaw. SAIGnu t PO"M . aw a,e••. MAeTMA A.TRAW:M May 1. I"K 1 TO RICHARD HOl7QITON, PiW Director RRM FROM: LAwW.VCy .I. WARREN, City Attornov IS: HEM TWATNOT PLANT EXPANSION AND HISTORICAL COST CMARCE,C I have reviewed your 1% and that of Mr. Monaghan of Metro. The Tpointo rude in Mr. lfowagham's le ter do not relate to who 'or or not the City should charge its historical cost charges on property not previously assessed. The tact that Metro chose to wake Improvements that were above ntd beyond those required by tits City also does not relieve thew of their responsibility to pay frankly the letter is addressed to the wrong person. you have the obligation to collect the fees ispc wd by the Council. The only body that could wive those fsea to the City Council. I also find it somewhat difficult to respond to a plea fr,wr one governmental agency to another that lass be waived when I know that Metro charges fees to the City of Renton. So far I have not **an a legal rslaon t two these fees. ��wwG.aD3 �tiLL—� •. i.swrnnee J. 1JW do cc: Mayor Shtnpoch M 1qoI OF *it A. : PUKK WORKS ,DEPARTMENT 4 "� � tiCWIIC C 1it71�M01i � �11� i wrench., ww" swas&Avt to ow"Wtaaawtw IM lb !SN aar^� tAhOahn v y.fOW" iraroa MEMORANDUM Dot* Aril v . 1*4 to: Lorry women. City ttter+r. free: Ilith worttita. ►/Y Director k t4tre "Aton Irvato"t plant twansiori Ili Sit* Oevelopo"t asutw"t awed fttached Letter dated &&arch 20. 1SM wri" the Bari co"tructior peralt procedwre. wetro 00% atshseci the S 0e/14.it. ystee Dewlopmat Char" for water based on the fact that they had not .+reeteVsly paid a system douill"Wot fee and that they gore incrooataar their Dead for firo protection and fire flow quantities, this too ~is to aporoainditely 1100.0m and I What ftm hoold be assessed thishi eethem ityi serprise. they this d"4"w"t'ss tont�ionw imoI r that iltre. Mn!Kt. does o.d the Systee Develoreent fee. W therefore ra"ireit your opinion on this rttvr Der wotro'. ""West The follorti.F is of-r reasons why wP coataima they do ere the foe,. 0 fttre was inforemd of I. • Systw Dewopow"t fee several t tales. 0 Their nw development requires addittiri61 r+fv ►rotection WA introosed fire floes. her lic owl f the 0 hoapit.1 void tthe�Systom :irvelt oom"ttff", showld l Notra 0 ottro had several dwiltrt consideration that &try had to Meet 1. provide the amittaaol fire flow t. tut the regWtrw"tt of the Carpreiientiee Plea to extend a it" math throw" their Nee to taprova the circulation of pie total Water tystw por 0asaivttoa. 0 aa.aiase of the ateve and the read to insure that Cron Coo"diCtlant wow+d not occur botweaa PMsihle Cdntaellnated WOr"M 0" the water tyst*la. Rtre dettvwd a o"I systw. the fire tystam. Vito ftla sits Lod %turd fire sprinkler system loads, M to -- be � •writ rr, rt�rt tam �Mnec44eMt to tM City "sun wia Chas tMMOIM CM VOI devices and a 1,11c"I tte yin Per tM Com""Mive Plan. Twit tystio on swrtovwntly "proved toy the DoPertMMnt Of 3et1411 Md Neala foreits►- " Iftull T1M �ii MrlMeWr fimmss�irt""'rid&rise dewiopw"t he. o St 1ltro rented cost Participation a' Metr water i for wst partly' two. they sMotd Mee rewinted Mo Clty Commit ired ,iaa t"e public Wafts D y the 1 DMartae"tto Wolfe"the sr+tem e"lop"^ fie. :fin MiwtEpm6Er t>f ��rf�a� Seattk March as, lfat or. hichard sougaten, Director of Public Works City of Manton 10me'Clpal rulldinq 100 lull Avenue 504t.h Menton MA lsOSS Wnton Treatsant Plant 6 lelq Oevel nt AeNa pansion 11• i*ar aleltr I 'm writing this latter to a Collor-up co 0 ottip on Merin.^da4l discuss 71 follow the P•itpo�taf9 In was LO i'aview ut on Your of title Treat semi Plantt ofn50 0 site developaen��N i+rinq that ••esesent would be a 5,Zt rpsr •gaare foot. It is our contention t ppt'oslmstaly E1a0,00o. The total by the installatlon of hat this sap.• Me di•cu••ed the northern a 1. 100 lined footalnt a. �s being •atlafied Portion of the treetnant plant "a tot main across �14 light of the tact that this r Property, u"°� by Natro at a cost of approaimatal is being r requesting that this substantial Y E150,OD0��letel distribution eYstem developmentcontribution wi are doV"QI mrnt a• be considered in ibeucity's water �•msnt. f otfar Y system the follow'" &`leltional fact' for your consideration, Th.to loop is in •aces• of the city's fire pmtaction 'a uir+mmnta for ilia plant enlargement. A • fits esia la being Installed for this purpose. eWMrete enla�tabl• water reQulresrrt• of the e•lattng and Water Misr nc ere Nrved Iron previously installed Mr. Richard Houghton. Director of Public Mnrks City of Renton March 24, 1904 Page Two The a►aeaament was not dlseuased as an additional requirammnt when agreements wore Bade to install the water main to question. It is MetrO'a opinion that the intent of the system development ordinance is Met by the installation of this water main. Metro is participating in the develop- wont of the system. Metro previously contributed to the development of the genera; area of the treatsrnt plant by funding the installation of *star distribution facilities. Metro has contributed to the oeneral developmont of the Renton system through water usage payments over the years. i appreciate your review and consideration in this matter. Sf 1 may be of further assistance or may provide any additional back- ground, plesss call me (611-6621) . In closing, if it would be of benefit to have our respc:ti•rn attor- ney** review this matter, the Metro attorney, Mr. Robert 4unter. is available for comaultation. Mis telephone number is a23-1SS0. My fihal ooamsat is that we At Metro involved with the treatment I lant enlargement have been pleased with the working relationship between our two agencies and hope we can continua through the many years of this project and subsequent plant operation. very truly yours, T. R. RppsebaY, P.R. At!cinq Mabs , water Capita Program Division tRMrrce ccl Mr. Robert L. *"ter Preston. lhoryttmsoe, 2111s, and iblman Mr. Dick 6and4as 2 I? � rtr�vtu MEMORANOU1IS mom am CAL0090 T WSW. rnwi� F 4 r'ii tSv/cM ate ' trlr r �164. rs, V k ie rt Z A� t'Gv 17E' s r'ere��reaiw ier�+.�wr�rawrwe rr:713eeted cnange and/or clatltioation>z p, r « ,• .,. AJF ' is requested to be changed aadreaf nlarlti*ATt yt' Layrr'.�'�•, t)A+ n/J.r.A At. At +! Na Seri 1,ry,+e Hai �.V-r� /•••i"" , �, l4.I fir. r ✓T W.I�-.M r. . �/ rw,.A Se" !1Y<!. Mrr it shall be changed r,,d/or clarified, 1) ..t 4 ),Ir tr,y,.� „4h , ..s,.is;. �P' . •r f:�..,.w,pa,.•.. 21 T. fur w,.if"'a+.t T✓—/ t!. 1) Rh.-..'!� 0. ►•.Ao w RR 4) 7i w'4 ca'.c. rr:., +/,..- pr,.ir 4 A. K M�1 it atall be .:hanq*d end/ot• etarttiod, am it will coat l Fpoyo t w Cmwt ✓- A Must - Mighty NacOmended - Nice to Hay. - other WmT O t qr.__4 PEaY�D•M ALtA ,. 4,4 't -dr'. �: �•. S MEMORANDUM • i+as: 001O1001 an CAtoMfii ►.ee Tim aloct - a T /cH / eta say is, 1900 To Vladimir Rhasait - IM/CM 0s0tst! M/Tl-04 Proposed Chango Order ,:sera! Scope, Miscellaneous storm drain and watermaln (M) add- itions, clarificetioas and dafactioms. Oe proposo the following changes to the costracta I'm 80. OtfMClt► li 5.01 1SOS0-2 Paragryi 1.O3M. TWT YMRitt item, So. S should reference paragraph ).0), not 1.01a and 1.016. 5.02 Dwq. GI Coordinate M/). MOTM 0t The note shouli reference manhole Ib. 5 not so. a. tThie change hot wen ends on the fall site drawings Isaeed after award. ) 3 Dwg. G) CSosrliaate O/Sn Raise the ISV. 1S• RCP Storm Drain. Invert at )l So. 4 should be 115.0. not I1).2. The in- vert at the open and should 4 115.4. not 111.5. 5.04 Dwq. G1 Coordlest• ►/0t )ewer the rim ele- vation of Manhole no. a from 110.1 to 12). ). 5.05 Dwgs. Gs, G), Go, Mote that the stationing of Southwest G9 and dl thru 55 lth Street and bridge has been changed and M1 thro NO to match the City of ►onten•s system. The ■tationanq of the south and east fire piping system was also revised as shatwn on the full cited drawings issued after award. 5.O6 amp. Go. U. $4. Shift the watermain offset from 11.0' Ss, and M1 from the read canterliae to 13.0' as shown on the full stood drawings issued after award. S10 Dip. 54 OMTA)L Do Replace the plate U-strap pipe support with a rouged, pipe clamp as shown on attach" drswinq S4:Sup-I. 5.00 Owq MI Qesedimste 0/1. am W. )t MoviN this note to reference e0-led floor drains• and no- a-inch floc: drains. 5.09 Deg. Ito Coordinate, WSt Delete the 12 Inch gate valve 4460"b17 mad vault le,catmd to the martboost of the now too that connects to the existing wetormain. PCo lit-S may 1s. 1906 ft" "M MM go. eMcacrrla� S. ie DN7 M6 CWCn lasts Nit Add a 12 tech tee as tenant MRA 17 ♦ Me Meta" statiostagl. 2' OPVM taps 12` 1 12" 1 12" too .its tempoce" tboot btaoa and 12" plug.- See street revised drawing M6:Sup- 1. Also add psrt naat thrust block on the west side of the tee q1A tM followisg note 1 as shown in attaches dr WtnO Ms:Sup-2. "I. (Mead thrust block own tad 12" CH to sedisturbed ground. On )*into allowed to Zed 12" Cw within 2-f eet of tkrust block." 5. 11 Wg M6 Coordinate Wit Add two. 16 inch dtama:er steel casinge 17/16, tnM minimum thickness) from STA 17 • 21 trn STA 17 66 :Revised stationingl , sackfill each casing with drY sand. See revised attached drawing R1618461. 1 and the attached new specification segtton 15061, Steel Casings. ;1„q. atI coordinate 9/12 From station 11 ♦ 19 to 17 + 5S (Revised stationing) hold invert of 12" Cm pipeline at 120.0. Sea revised. attached drawing 146:Sup-6. S. Ir ."4. m•, Coordinate p/71 Add a 12 inch tea at STA 11 ♦ 07 IRevised Stationing) as follows: 'STA 11 ♦ 07 12" 1 12. 1 12" Sus and Thrust Block. M 705.06, B i.gS7.21. STA 11 ♦ 07 (Revised stationing). OMWT RICtT We 12 Such pluq and teaMrary thrust block. encase 12" 171 between tee atui plug with 2S LF steel casing. 26-inch dia-- mst min. thickness 7/16-Inch. Make till welts mad." Sea revised attached drawing M61Sup-1 and the attached new st,ec. section 15C61 Steel Casing Pipe. "Old 12" C" invert at :10.S from the cee to the plug. Coordinato I/It From station 10 • 65 to station 11 ♦ 15 (Reviaed stationingl the Contractor shall maintain a sil"asse depth of Saver over the 120 C" pipeline of S.S feat. $ee attached a.awtnq MSt"p-1. PCO !la-S Nay it, lgsr Pegs Three ttwll M. IN 11 r0e+ 5.11 0wq. NS CSaosdaaats F/S, note location of new plant service power corAuits. Peter commits run parallel to swath perimeter road, approsiwstsly 1 to 7 toot south of road from station 7 ♦ 10 to station 10 ♦ 25 Irovaaed stationing). "a attaalimd drawing MSsSup-1. Cost net +to. 1:11.150.00 (total direct costal Justiflcationi The City of Renton requested the following changer to the rriginal plane and specifications: a. bvlse the stationing and .urvoy control to match their system. b. Shift the waterain over two feet below the bridge tot better wintanance accrsa. C. Revise the 011to h4e9er Aetall for better main- tonance access. d. Case the watnroains below, the railroad. 1,Mia ensure$ that if the pipe should break or leak, the railroad is not washed out ! . This Increases Plant reliability. Two 12-inch toes ) it a 5.10 and 5. 11) wets added to provide future fire protection service to the affluent Pump station. TM depth of the watermain was increased in two places (Items 5.12 and S.141 in ordor to avoid cenflicte with a future mnrrste elect-ical duct bank, The 12-inch Oats valve and vault to be Constructed in abnater Road on the C►ty of Renton-* watorwain was dolatod due to tti<. fact that an $mating 12-inch gate Volvo was found I be within 100 foot. Ari jh Attachments CC, W. Uhte - K. wattle A. Fleming - INC. AM/Cm 1 J. lgaedict - Metro. WCH tF� y. Woe" - city of baton Moll GROWN AND CALDWELL ca+sut.+at.a.aa.t _ ESTIMATING SHEET ba scon11OM OIYIMT ITT UNIT UNIT 0104m rota. cO T z R.;te 5ARA-or 1404tce :o ray ^ 9f.1 c rwCwr 4- A).03 *vA ;A/... .w t4.b. g. C¢ +. "ot-w ., ►r . ""I c•d r! .(L N. .)irt !! a 'to- 110 t. •� •1' 4 /tur.. �i4••F.v .e..w.' TnN1 ♦ ...caw• �2. Ca 4.LX. 5. 07 A'tm. t:•',/t^arr rca. / cr 700 I yoo r4.«i• NAmOL 1.45 c.T /490 400 / I00 900 ... . ti . low- ;.f IgTIC ►AN TOTAL 9, RyC TOTAL BROWN ANo CALDWELL _ ESTIMATING SHEET JtiCtefTfON 01MNT ITT UNIT P"U TOTAL COST .a' • rr' • rs' Tca / CA XXO Toe jMt.at/ R!laa�. GY /SO Idw !!" Lw 2P L.lr 1S 4000 T%..: / e. 100 1 O✓ -Y'4 Arv6rw-4vff ZOO zoo Lr•.rAlr� *I.�,jr,✓ .30 cY 7- ZOO 10 c!- /s- 4 Al o 5•t2 N.!J Nrvc->' �f Imo.: F3... SD NOTtt •Au TOTAL TOTAL /{, tam *ROWN .woCALOW[LL eerew�+.twwreN ESTIMATING SHEET OSscz��T ouurreN wit am pact TOT COST 5 IF J.7LL�„fi �E +w+ i.f• t, goo ( Soo) too) rt w„r !<t. }c.w1 t �� sac zoo) f��.• �t.�' a,,, t, tz.i •n.c� Cotes i wOTls_ rAM TOTAL TOTAL ��_ :.i. S[CT1ON 1%041 STU L CASING PIPt TART 1--GtmtMAL 1.01 09SCRIPTION This *action specifies steel casing pipe for cA.inq the 12-Inch cm pipeline below the relltoad. 1.01 QUALITY ASSURANCC A. Mtn RENC LS: This section refereneve the latest r*vt940n of the tollowl'n documents. They are a part of this section so specified and modified. In came of conflict between the roquiraornta of this Section amf those of the listed documents, th* repuiroments of this section shall provall. Re Ivto"c.: T;t1c A"" Ate Pure. stool, hied amf Mot-nips' i' ftnc- :00tcd Melded And S*amlvas AST" A106 swami*" Carbon Stool ripe for Nigh- Tempersture Srrvice AST" A120 ripe, Steel. Blatt and Not-OtpW lint- Coated t0alvemizedl I0e16e4 and *aAmlese. for Ordinary ttoes ANMA C200 lltsol "star pipe a Inches and Larger AHMA CIN 041 Coal-Tat epoxy Coating System for the faterior and [aterlor of Steet Water lips B. TLSTING: tactory testing shall conform to the rey+iteacnts of ASTR ASJ. AST" A10i, AM WAR. or AWMA CM at 4pp2to*a2.e. PAPT 3--M000CTS 2.01 Phis RATCRIALS Steel pipe shall be provided in accordance with Aw" Cliro end as shown an the drawings. All easing *bell be 24 inches in diameter And have a minimum thickness of 7/1e k4ekos. 1SOe1-t 1.01 Steel tar AIMS C100 pipe shall conform to the tawrt"W'" of A0" AS) end shall be Ocade a. 1.01 1p1Pt :0Atltt6 A. COAL TAP pCit: ;mlees otsk.rwise specitled. all steel pipe shall be eaated houtaide only) vith coal tar ePo•y. Shop applied In accordance with am C110 to a aintawa thickness to 10 ails In not lose t^an two •aeto. VA" /--tAtCltttOa Let CAMERAL The easing pipe arourM the i1-Ir.:h Cw piPes &hall be bscklllled 12 with dcy sand. grout ch , or a Dentonite/grout sit. A grout �lwigilDle inches thice shall The PlaC" at each end of the Casing. Pipe )*into shall be P1a...ad within ..�e toot beyond the and of the cosln+i pip*. lSOal-1 _ r. EXIStINO +� STORM MAN ROL LINE 94 :.has'1 1• /f EIATIS 0, /THRUST 8LOCK STA 1 I RT to k\. ST 0' E 4" ti � / d' .' ANO TMRLIST G.,IA&1V Ot,OGK S& • ►ovc s 1 ZA X?16 m% O to ., Aw PRY • • LOK a r RLv,+�6 •it►r,N.►�c. a ► ::'t,JJ►• r 10� D c.w%." OltM '*s C A L CONSULT SI •r Trt we • t •r t r •0 •• 0614 A a FIRE PIPING SOUTH SYSTEM P" x2.t7 PLAw 2 .ra N eln GhLM LL I Mw IjaL og�AJi FA + Sur•1 •rre>Mw www ems__�rvrMr. v i 2 INi Y 120. V AT FML S1ZF. IF NOT ORE. TNO/ SCALE ACCMDINOLT40 NOTES: �. INSTALL PLUG ANO 24NCH TBOPORARY VALVED SLOW OFF. RESTRAIN 00• REND WITH A THRUST 10 SLOCR. 2. TNF CONTRACTOR SMALL OPEN CUT THE PIPELINF./RR CROSSING IN ACCORDANCE TO Of TAIL RICe AND THE SPECIFICATIONS ISf I. IONS 022" AND 020N1 . ` S EYTEWC- TZR=ST 9LOCK O R ZWO 12oCb'1EETP u1.lwO?�JV R2�cW�i..AHI1 2Q 09 11T,11URs7-0L'L"�vC.K ROVED * FdR CONSTRUCTION 06 OF KrTON KPT mats NOW11 wTl t _ _ RO SWtM JAM 004 Amw§:A00LAI: FIRE PIPING - SOUTH SYSTEM= PILE euN.Ne rOrnN PLAN P. ewtlto.F 2Z 0 vN FIRE PIPIW4 - SOUTH SY5TEM •R� "2f7 PLAw 2so SR�A SRIs Olwlwaa NRNIIN F�Si1 eSINttO.d+lF M A •SL,2►•L alrRaw e� YIIMNo.'_e/w0N0 T 124 2 ExIS�16G a STORM MAN TROI LINE ' .8lr26'11" N 42.83 E 135L.1 s iHRuST BLOCK STA^.I (] s wilk-o w r f.i Rust BLOCIS/ ��. _ s, 5,1* es)'•egry0'•::gS 4 2 LF ,'�X I2'X �d ) y°'fE6 12" VLLVa MPOKAV C lxrcl6 61.0cK T �✓ x e. ' ♦ O F c C �♦ C • « \ \ �o4 3• v V i wE,,.fy.0 Ot.hn•nva, l .�Z•..7.. , 1 ie& B R L Kew'CV � covolt #ce*ITC1.1 A3F VaA 1 GMANO7b OROeR 's in C A L CON SmI • i vlf , 6« •• •ft v0 p A ((,�,, HLL7 SIRE PWI1J Pl A pZT► OILS Sim SYSTEM SimS ji-- era" MN ClLrrtll •Aw ApSe sam'swe A,Jr H4 ' Slp-3 �tfnr trwwar aira.a►�—�� f --, / r,v St 86 r,c EX IS NNG STORM MAN / w ♦vb T 'I + pp ■ 25. v �TROL LINE ■ tMPa'11" J ESi JSP�S -✓ ANto in '? % - ♦J () THRUST BLOC \ STA 1 7�^j 1 PIT \ SENO W/ MPUST $LOCK,, io :I' ` STA � � O W $TA 17,f `oW Low v 4 S. r � Ihr•+w.o br.r�nv�p � ►3=�,D�.• � lei L Ktvit4W ftA l.iivcW RcI ASF b 1 CHAW 9 OrtOCA 5 /M v C, se A v N PIPWG, - SOUTH sy5TEM »s N=2T � AN 2 .w� :&& MOrlr CANIa orn►l.a %$�swrr� * ��JK MQ Sul'-♦ •ti�w.ra . . � wt •�rf�ww• �sww�e wr.wwl� ------------------ ------- -- ----- - _ - - -- 3 - - - ---_- --- =-__ _-- ---=------- --- - - T--- �^ __- ,. ..i.._,�1'R � � rAl•..04r 1Y�-»�'R-.. ,+Y-R � W.F �.M M 1 �L+ fk�R IfCMQiRC Mq N.4Y ��I,(��fl�1�r��Y� yyO � R Tf r ; 1 1 INq • 'INN i�rY NY•Mf onet'•r-._/ Of tl�Y 1 1 W& M OY rNf ---.u.. on�NM y.�! •r►f , W-Tomalm"OW at - 4 •1 mw I�ITON T1�ATIENT RAN1�J���Y r Ioes f• IY f+M#T rrff �+ Y Nfr•Y rr /LMr�fT � y �, tN RJR K TY f 1 _.l U l ME II so . . o .Will URE ELL ...., • , . Irr`� • ouc1Y DAt MCS .Iw 41• w Iw , r f/ STEEL (-A34WCA y mow , .Ia1 •• •n ' ,N••�..„ •Iv • "Z P I I C-- QpC SF T 29•L &- wl '_O i�1t4l T t l Tfr wo?�Y T Ow •..'- -- ARV T►Ml V ,y.. I • ri.•.TTT..�.. .Ne Is . . �i- - I , l OFF l.J1Y ll 'CF P'NOP �_ e�xK � i4•' 1 XI x12 TEE. ... "US• at.pcK wl • .N. • + 11 ►i �'' .N. �.I J^• �f / i / T! • NJ, Y j . O •w / a ' / T{+1 i won J. Fay sThT OW 151463 ro :w• • I • l n � / STA ii•IS TE H 12 C.4 5HA.Ll t; ` aM.-.� • •/ �• • / / / �1? aUR1E0 "-r" T S r i11J. low r axir. O1fTCM TI�ATMEtR RAMT a :w •MK olrs• • •pltll •l1�ee •'a.—•• XDWSLL • • MEMORANDUM WOO AND CALOWLL Pow' AJf rx - 1w,GM Dot, M.j r,, '^bf To; V k top r0quest-d ctaaga awe/or elarilieation7: AJF to MIl"Otod to be lMaw�ar aadlor olariFlad)t l) M.w.r .M - . . . r/ yy�Yrri i�... /• ems) .40-6' �4 Iv, /v.5,ty.,, sh./ r.a.: &A .. at. R[ v�T tt Ma11 bs cAawyad and/or clarified: E P,P, 4....- 064:/t ,f,s..lw, .,r.» w. ...enm,..+ r-- a►. t) s.� ./ 4 r.04k.10 *4 ow 4) n'. p,ow o . ...r/n/ w.At 6a.t. Ibt. .fir.# a..,,lr S 4.9c •r/►„,�af mAm tt " ll be cAaayed and/or clariftedt /s,tr • as e-1+1..4- a .L mDv mum tt vilt cost 1,- 11 ac is paUp2j Cat ✓' A Neat j - midbly aocoaatendod - vita To maw Ot Aor r MEMORANCUM • W"M% AND CALDMEu IIM: A F / T74 X-V Dolt M. . < •1/F sob"of P/opt tr`� Ta. r IL AW a M ! 'r<rlr M:ft Ailp.. _w.A 1�N► Irwa ...J .f./v.w..� (L'r'. d«.f.• ttI 4 G X/ noV M • . I yl{« r/.ryf W At.... r.rfl rw �.A♦.1. /�.. � Kk r/ rY.�" A..nv.I R�1✓ � /4� IS~AL..p SIN'•" Z7,.rrw. S At 4 J/ lw♦..', �f MIS !�• •� .AM/./ jL Ord, � X OIL, .,r., a.. tl.•ol.F /v WS. 4, M'I /I31. '6 . '7PL.•vf� 11 119.95 f.tr, +, G/. N.+'r /A./ tk. stiI..17rI A «Mel"m t N,,..,, Atto M f.4J .. to /. . r/�A, ft. sAf.w y( .r.. r'tV/N.r• M*44 1M.r tk. ...fv wr.» Ii A.•+ /2.0• $40 fL . s1 . / MI r,... ar r ., :,je ror ovv Z)mvn L S. tt{.+• frf. rl.ft ✓•ltr., 11*f ryrvO w,4 f. A�A*44, ryr d►;* rr ♦A.Vw Iw �. .-�..�r r 1/�.� F c O 3t� M7 If, s ae M I/ Arr,)- I N [afira+.• 4-e.r. /,$we .Et. r w w•1 's' •is 7'*t W.N. 7'r."1 ay A owd s.'�. ♦ 54k wl04&.� C ih t-r+iJ {• IM A14 1 0.4 �IL�M1� I � 3 ry 57.E IItOT /t'" a' t,�t• 7L- fte II�mms `4/ i f3 -�.G.f... �i ��5 ( r i � .arl� wr► F 5 p. rr seem i ' ter... 9Frw 7- of t�t '.Gwr ryytr'.i ..7� ti0.fl . ♦ • FNd ALI `'"�`s�`i'�"�yi�� . ._.� , �.s .* � � 1-' •� ,tick • ico °i 3" ' rfo t jpu 'ra c ?IL.4...1 5 ; 7C Q- �7 sw.,Ir i� Rey✓:+ 7k• 'k�'/a.a:.r a..1�s...�../ /� ..,.'1�.. i) SA. Fl w,�c �ryaa 9YSr 161. {r•M +'a/ LtSL^ .►/•�d1�i1,W✓ KCNfyyse .0o I.�a,.�c /wt IwI�- wai..s �J�w f�.i h.r�rll•I JA.��w ,h r..rl.G flr.+ l savrw• /s �it4 tNy,...r! BROWN ♦NDCALOWEII ca+w.*wosM,w�oa ESTIMATING SHEET Os see,ofoT owihnY, yrn .. r" t011At CUT S421 tdAr j.,oi. R-44 go UJ ': ix7' ,Cc P SIC l •4I • u .A46r ^t rL ZI .1 y: t.Y I.,co . F 4 db .tD'd t tf� YJw 'j� .j�• ` 1 , s a . Irtar' A,I I t i• M +4 BROWN"*CALDWELL ESTiMATOG S"EET atsur►rp� awq►m wa w,ne�et t� r• • '7' � 1=' Tr.. d F.r � 1 6.7 ' f6. I Oro Y4' •{i..a : C.s:'., 3 T tJ'r i�t �t 510 9. tit. !!PQ Ti..zz►• aWo.r.Lr9' � � . . Cw. too � I _ lr<.al+4w• tS.VMjr _ 34. _. 7 7-._.. 4 -%ZL 7.� GY lfi- O. - : RJR' + CD :rf. 3 I _S7 ei PC r. Ex13t f16i • O G�1 STORM MAN `. .. n. RIXL OW A . + EIsu.Is �r THRUST BLOCK ST4 1 1 RT + W/ T at �� �AV .__ 9 TA 11•48 Oa• T V LEF T 12"X 12SE( J / \ /,/ Al TEE 12' fit.U6, G. 9IL04K WE l - MODE 3 Q i 2 ;4'X�164m i Sr ♦ t - p� .� GAUJ63 Sri, 17.7 TO ♦ ♦ + STA if• OACwCGN 4 MNTN cr r PRE' Lo Y � A J ' 4 3+ /A tug L Ktra' tv ft t Givcw 911-ir " IF a/dq 811pp CAL c�..w still /' tfT tdG _ EXtt3tTMtt STORM MAN17 TROL LINE 194 , 4M942.8 ■ 25. f •, d•9e'26 rr r� J 3 2 3 12 TNRUST BLOCK STA I rq IRT W ENO w: , U 4 RUST BLOCrY+f \\� `,� /' r• . o � Alt �, ■ 1E OF WA SER uN AT t2C O t7ROM rJ STA 17+19 TO W STA ;?*So Id J r R e • 36 / ' � Rtvrq(D q1.T./rV4p �39t..0► r !M 2- rout LL G,�Yar< JF aeo BRA CAI tor+su st.n� .. .trrsrs. •. •.t ow 1"� x 120. v AT FULL SIZE IF NOT ONE INCH ' $CAI E ACCMQlMMyow NOTES -.�., I. M6TALL KM .1ND 1aIICH TOWMARY VALV[D BLOW Of V. RESTRAIN W BEND WITH A THRUST BLOCK. 1. THE CONTRACTOR SHALL OPEN CUT THE PIPELINIJRR CROSSINC IN ACCORDANCE TO DETAIL Mil AND THE SlICIFtCATIONS (SEE S TIONS W46 AHD tlE Al. EKTEWL' THI91T SLOCK OVER 2140 12`CW 'TO UMOSTLIRS -Ic.AWT3 AI_LOWE IW 2► o 12 Cw t4'r4W 2 l�G 7►+L1R,5T el. 'K. AP ROVED FOR CONSTRUCTION Y " to X 4r=-- on �....��. FIRE PIPING - SOL" SYSTYM4 MMIRI�fRRZEER PLAN t O N 7 r � : EXIStr6G STORM MAN - ! ; �4Q 17+20,a3 ■ 25 � � TROI LINE .34 .4 •� I •� i99'28 '11" / Nsaz.ea EIJS=.IS ,f /THRUST BLOCK (o) I my } UST 9LOCIY \\ fs. STA I?•48 OF;SEI � A r 2' LkFT 12"X12"X .Q. u•W ° !� / �� �_.• I"TEEl 12" VLU6. S AMP TgMPOKARY U 0 4 �/• % TTft�rrcKtOGKT Q i 2.24"Xt&'toQN STEEL ♦ /' SG ♦ �♦ Q + GASW65 STA 17*70 TO �! '� r ✓ STA i?.44 6AC-440" WITH ♦� /J", W W PRY Qr� NL v THRUST' gl Y: "EE J a. -4 L eT.r,o.%.k, e r -t.o% A+ Z nvl•:w ftA (-,}vof gbwr+ N AlF ?/rA BR CAL ca4su� at Pali at.�ne w METRO TREATMENT PLANT 1934 14-749 3+ Corresp' _ _wr+•aw•w.. •^� r+w,a«—+•Iw.a--Tii:r . ♦ 0 rw• L__ f 1 ,w� j . t � Iw•` •1 , ' \\ . ! •r••. "� NJ�N•KI ui I OUTUPL . ow. 41. r•.� 1 r+' NOTE•{ r t - — I PUC'T D Et'CS It, r iw• `__ . ,r �••.r • r STEEL GA t N4 \ !gan a 3 •1f�'TT�'�}' in• � ' �' / , 57A I l.p1 Qr'F 7 29'y(,F7 r= _ — .` _ . u• r ,, ` ~ IZ FLLjokr i TE ARY a4.OM1 w w.-• . % OFF t-*TH rE'.f110F ARY T W USj- . •r . rr .� !a , 6LOCK. H()._:' tE Q Ii9.t k1 x12 TCE, •, • ' Ir• (THRUST R.OGK 1 IM.• � ITS 0 .rfr ' .Ira • ..-_ . . 1` • ' •us 1 eH,.1 / r I aw.• I • M• B _ v / N. STA !1•iS THLI 12 GL.j SHALL. a _ , •O Be ob R1[O wfTH SS MIN. CF r ' t It ! J rt UNK 4 a cAt owaL ii aMr.r...0 r » OR 9 31 .... _ 7 .., r _ as f1.1 Mln . �♦.1�,♦ �, M�Y4gM.�f,�Mf� 1 J. a.w �.! L nr„♦♦T ww♦w�,� „.•,�,!y , 1 ♦f-„n,a♦ .fir w kN "IMP OK" qIM „r. '♦ � �l --Y`1wRN\f rim � N.`ww v ITT . - _.. 17 , 1 ' 6 Of ftoo� qw�.� r r M��O�,M♦�I,M��Rq� Iy11TON ?IRAIYEMT 'IANTa """ Oft vimUMt C,srrrn• n WO eM bns.e 1/\ft Itt iye�/.h M 0@ARt1uI M OF SOCM W) It AtFH 5MIC11% rpu bwi> t... a"H a MiW to flwlawt tear IYKR 2yn � ty 1� 1J :w■ � 11r. R. Alaw Mufti, P.J. Mailtlpelitr of 4etrwlltdm featHe t tKl,ewgr Itti lding 121 SKON Avenue 42R ) C SWIt It, M►►M rtgtow "104, Subject ttnton yreetaent ►Iant [,faction lit f.re protection Sraletl !tear Sir; fM te►)"I plans one 1pecificaeloat, ttAicA were rKat•ed in tttis office on Parch 22, 191a, he** been retrlewN for CfOtt•Connection ClMtfot rt• evired -nder um 24/-54-205 At noteA on Ito pyinteerles Olen► R-1 aed 1M/, rtli"Ced p'geore P►InClpol eectflow prenaoter aevlpet Are proposed, 4141 foted to be satisfactory. One tM~19411ee wills tM City of yntee al►o IUICate► live proposN t rofC•towtroi elates will give adequate p'otaclloo to the •ter sn001r froe eotwttia! sit►flow free IAe lrealaeot lacilily and fire protection 1ftt" 't is relaeeaoded lAet In the eapealion of Inn tawelo Ireattr*tt plant Iatllily. the 1161We ►wooly to the tanturtaet it alto Protected Irer eetenlial Cantteiaaltpn ay incorpwettng efltyt", and Approved croft• Connection l*yictt. Very ytruly ruurt, %W a Iat+a, P.f neglect! laeineer Vale, Su►Ply And Wtle Sntloc Oro;er cc: Souttratl District ReeltA tewtte • ACPD 01 city of ReAlonn Atttt Ion Clw, MOM•Cµa"AA • t u yY U1151i. A m!` whob"s►ow now"A A um FAM7=w +gum IQ ��7 hlfi TIIACT ND i.�.._ VA no ka.r TW 5.+b�.:tta NO oMttFMM� Nt 4t3!VAi'+`t..rOu �ttm++wt n.,.�w+.�+•+»...--_.__......v__. 9.f�'Hwu.11iW^+ 3ia Aw�ti► Q►..rf /li�l�fr� .7 i/*p� .35nY.MaMw t'!R MM TNMf�tTl6r Mptb Mao.. S'aw rut ftYKW ACIAM Qia oft Mom"woi _ 7HI�M .^.ItlYdiAngrrr+x iJN r..h�tW TI�wiwn rw�+.. 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[ ! i|t § ||| I §f■ $■ a® ■ } |! ��` || I|| � 'ill� \� a ■� ` ! ||| | � . l� s !!■ ®| � � . 2 � ! ! �! | |• ' � I� $ ■ N 111l � ` ' , � �wo Ii I | @ §2|| f a� " `. 1 a � | - JJA ©• - - ' | | � � -�+ | i ■ �| Ti � | � � - �,k��■! ! ` | i } | s�.� - - - « - - || ` Its41- ■ ,■■ , � ti! ! t - - - �a■�z�! ■ • | . � . � � � $ � , ■ | ■■ ■ ■■ �■ ■■ | � ' . - l . = . F- ��� RELEASd� vvvif and ""' .....« •..: +«,w.••..» .. �•+ro'r'""" WHERE ,�„~,�.:�w..»r...•'-r<.� ..».. to use 1 4 1 0 j 1,14ISICRl p11AGMHOMf M.p SN' w.41 )N• , .fit 61 11 r i l Y••.«��.A••r • 1 • •�. t�1rtK�► olMtNslo�+ w- w«•�' 11 ®A 011AINSIONS ^ •�. ♦M' 1� wr )IY w..t» SN• ' ►MYSIC•S DIMfrSS10Nf �.a" w•.M. Also Use On • . . . Inle" >,. ram•twoksr.»~ ) • • .1.11 r"«... •w svww OM•�'M"�w+fM r M» '!. :.•.•.w ram+ 100� C.w TM wwaT sw� .. n. fmars�AL COMTl1ACT NO EM NC? xftm aewrurcn x.k+lo++w was Ofp.nWww OCaPtd MNR T}iTnM aAn Q _..-.— «.--...•_ T7�ESt ANE TRAt�WITTFb�tHreM loaw OM4�Opk w"W ' pier wa+M Z1MMW r�rY�vn 0*—,P M rI Ar Mrw1 MM1.I11 4�1 AW lm Amlm NrnMG ilPMt� v n~wM�tr�..w alb�oo+f va Tiler .rw..ew.. , .� .nw cow, na •MM��M.t�` Nwiwy w+wa r���+w wwti Mw ww JLIM1.1'fY Of MK"fND�N.YTAM Kiaq CouatYr waelileWton COnti'Met MO. 11/l1-84 t [[S *entoa Trsrtaeat Pleat ■alargaa� Triaaglo Sits Itop ratio, a" S.W. 7tb Street arid** A d tut4na1130 "a 0 A00m� Pa. 2 Pr0*paCtlw\ U1d0/ri arw k=@& ge"ar a nRttIIWtathe blo for", documents of said Contract have been asrsadsd page or ..a n..e tat o[ r81!Yt Rpf• �� part A - ai,ddlnq and Contract Rsqulraa0ft" AM*ndmm Mo. 7 sect Los 00200 AOVKRTI.SSNAM Fm "08. 2.1 The "tax and tines for subalttal of RPt. no. 1.0 prnposale and opening of pro.14 lifted proposal* are herby changed to road so folluWal •1) Sealed pro"Ols vlll be received by tw ro until 3+00 P•m• kcal tiaae onat ton r�ia tOrytbl ltbl, a t the l fdarrl amsat1 end 11 prorosals doterained pre-quslified under Section AS will be raw LCIV npened andt low, n�rwadl't 19N i local t yhl locaticm ret [orta in the Mrertise- aent•. This addendum shall be attached to NO fora a part othiaagjvto &cknowldq* coma t docua*nts. All badds5actidnr4 arer00300, page O300-1. or. the Sid Propoe Oated1 February 7. 1994 Off�wetr politan SeaattletY $21 Second Avenue Seattle. washington 95104 Issued by& r Yrpgeo• C trot/Contract Caspl lance ftDN.CIlllt.tTT � RP 4Y101'f)'rt'MM 6etATTt.ft cowaty, Maah►ngcm C + M wNtM► frf PLANT tM ANCtairMT lit-. Nance slim /oeftRATION AND At�t Yr. 004yit 9+atw TT HBI►1tR AND t]Prtg Mot PART D Ard *i DLM W. BID optutMC+ Arvt1tim. ftvpnals ""t by tvice.",l tebr.:att .+ . 4110C Contract daeueento will he epene4 y+tbrYs ,ty as. 1S44. Mroopattive hl44ara ate hereby not0iod that the bti4ing 4oc.rantS at 114114 Contract nave been Wirnded as hereinafter gat torThi Mqa No.s Naterencv ra raL* a+W 400cr► tton ct SWIl'tCATItMM - HART A 1.4 00010 Nevlae the $14 suhwlttal 40440 and the h,4 "WR►nq as referenCM anavv. 1.1 00710-1 Ne4atiM an Act nt Clod too 1.01 *A CALarlyat+le iheaspionon of ngtorV SoCh as an earthquake, float. Cyclota, Sbnbre+AI roln, low tewt+aretuta, or a windstora as 4etined in section 00900.0 1.. 001100-1 NeviM the loot Sentence of the first 4.01 narggrarn to evade Olt to hereby a4rga4 that rainfall 7rester then the tollowtng, tem"Chtures lase than the following, and rind aalbsltles 94eARer than the following are abnormal.' l.i 00400 In the first sentence of the .ast fwta- 4.41 graph on the Page, change the wbr4 erotnfalle to •weather`. SrtCIriCAT1OW - PAST s 1.1 'table of ADO the toilow►nq new sea tone! CYNtfnto l Sod it Section o2soo Nallroed Section 07244 hoof Insulation 5e4tlae+ B7lll toaaa tatd Meoorana sooling section 64120 Alminuw Doom sow hsaies Section 04100 riafsh Msrdwore Section Is#,$ Lov"rs .a cou'rawr No. W/►2-84 ADoamwi NO. 1 raga two hbruaty t, 1Ns rage Mo./ aeterence paragraph focal ion and d*ecrlption of ehsn9* I.J. coatirmeed The above r*ferenc*d new aattiam* are hereby added to the contract Documents and are attached hereto. 1.S Table of hoo the following two sections to Contents Division 1S fth*ar meetiena are ii included in the original contract document$)I Qection 15200 tneulotlon for rspos" piping and gulp est yctlon ISM Electrical Neat Tracer Tape 1.6 COO-) wevise the first sentence to readT 4.0 (a) 'The Contractor shall rotify .Aaa J*Ingo Of Washington Natural Gas Company at 621-6761, Cut. 249. twu we*As prior toe' 1.1 .1010-3 ADD the followings 5.01 )a1 'e. Vault drain line excavations.* 1.8 01014-2 DELETE schoexile requlrtuent No. . and 2.0 Ann the following: 02.0 All of the roadway fill satarial in S.W. 7th Street *hall be in place a minimum of two months prior %,, any pipe installation. 02. 1 The Storm dratnaae system for the triangle sit* shall not be installed until two months aft*r all the Interim fill material has boon plareA.• 1.9 01100-2 rhange the requirement for 'five copies' 6.2 to *nine copiss". t. 10 O1110-5 charge Item a from •fihai ins r*etiun• 2.04 S)11 to •pr*operatlonal inspection . 1. 11 Disisle" 2 ADO the follovinq section ref l•noel flysheet •9*ctlai 02600 M ilroad' r ' COIITSACT 110. 11/n-44 ADM" NO. 1 ft" tkkrn February 6. 1914 Page .lib./ Ueferwn far ra0 Location and description of change 1.12 02100-1 Change the word 'cleaninq' to 'clesrtnq-. 1.01 1.13 02200-4 Revise the paragraph to read, 2.01 P 'the Contractor is responsible for aeeurinq his own till sources . * 1.14 01100-6 Pot TWO A. rw1N the maximm unctAs- 1.0,'. pacted layer thickness for Type Al fill to real, -S- triangle site 6' S.W. 7th St. and seotege road' 1.15 02200-0 AM the following sentence to this 1.0e paragraph, -1411 excavated trench material shall he disposed of off-ette unless otherwise directed by the Construction Man&ger.- 1. 14 02200-10 "r) the followinq to this paragraph, 3.06 lA) 'The Contractor shall tr responsible for motntalninq the road subgro" during the prn}ect. If the subbase becomes Aasaged fl.e., softens and eshthlts pumpinn characteristics), the Contractor shall rembw all the unsuitable material and place new Material at his own expense.* 1. 11 012n0-10 ADD the following to this paragraph, '.06 fcl 61n areas What* the finish pavement grade to lose than 3 feet &bow the natural ground, the site shall he strllWed of and and topsoil to a depth of n to 12 inches. The stripped aoli shall be wasted off-sits av s& directed by the Construction Manager.' 1. 14 02200-10 In pwragr&phs A and A. change the word 1.07 'wr►ne- to owing". CONTRACT NIO. w(F2• 84 ADDENDUK No. I Page four February 6. 1994 Page Mo./ Reference paragraph Locatior and description of change 1.19 02200-11 ADD the following to this paragraph: 1.07 (C) 'In addition, to satisfy Washington Natural Ge• Company's requireeents for the west abutment*s preload, the Contractor shall: -1. Place the preload without running any heavy oquipment over the pipeline. -2. Raise the preload in uniform lifts. 'Finally, in order to ensure that the activities of the existing IIA amt lie contractors are not tntertered with. the Contractor shall access the most abutmertt'a preload area from the S.W. 7th Street casement area only.' 1.20 02200-11 DELETE the first sentence within 1.07 (0) paragraph 0, Stream Protection. I.Z1 02675-2 Dr LETF. the reference to Submittals. 1.06 1.22 02520-6 The page following 02520-6 is a repast of page 02520-3. DELETE this page and tho back side of this page, which is numbered 01200-2. 1.21 Division 3 DELETE the reference to Section 01600, Flysbeet Grout. 1.24 01300-1 Revise the second reference. 'ACI 301-72 1.01 to) t197S1` to read sAC1 301-72 t19611' 1.25 0330n-1 ADD the following new paragraph: l.02 '1.02 SUBMITTALS *Prior to the Contractor's mohilisatton of any plie driving equipment. the Con- ttactor shall submit for revlew and approval, in accordance with section 00710-1.06, the following lnformatlont 01. Pile driving haanser specifications.' r ' CbN MXT NO. N/F2-86 ADDENDUM No, 1 Page five February 6, I;t, Page No./ Reference paragraph Location and descril+tion of chaew_a l ,2f 03100-3 400 the following new paragraphs 03 "2.03 PILE DRIVER "Tbe hammer shall deliver a driving force of 26,000 t, 30.000 foot-pounds. The ram weight sha.i be less than twlc� the weight of the pile.• 1.27 n3100-4 After the first paragraph, ADO the 3.09 followtngi -The lower ene. of each using shall be capped before driving end shall be pro- vided with A steel driving point having a wall thickness of sufficient strength to permit driving without distortion and remain watertight.- 1.28 01300-S At the bottom of this page, Ann the 1.09 following paragraphs "The first pile to be driven shall be the northernmost pile of Pier No. 6. This pile shall be proof tested for capacity with a dynamic pile analyzer as provided by the Engineer.9 1.29 03300-S nELETE this existing page, and all the pages following it 103360-5, 6, 7, E, 9. and 10). AOb the correct page 03300-5 which is attached to this addendum, 1.30 05520-1 DELETE this entire section. ►o: handrail specifications, refer to Drawing 96. 1.31 05910-1 in the last sentence of this paragraph, 1.01 DELETE the words -as specified in Section 059110. 1.11 Division ADD the following new section referencat 1S Flysheet 'Section 1S879 Louvers' CONTRACT W.). w/P2-86 ADDMDUM 00. 1 Page all ►ebruary 6, 1946 Page no.! Reference paragraph Location and description of change 1.32 15062-2 Revise this paragraph to ready 1.03 `submittals to be provided.` Also change the paragraph reference from •00710-3.05- to '00710-3.060. 1.33 1S062-3 ADD the following sentence to this 2.0s (A) paragraph: •NeMai,ical joint pipe shall be required for all pipe suspended below the bridge.' 1.36 15062-5 in the first sentence, change the word 2.12 -JQen- to •,bean'. 1.35 15062-5 ADD the following new paragraphs 2.t3 `2.13 AIR AE LBA6t VALVE •A 1-inch air role&&* valve shall bf installed at the high point to the water main or where directed by the ConstrWtl.m Manager. -The air release v*lvs shall be a constant acting, automatic type designed to ethaust the small pockets of air which collect in the line while it is operating under preneure. *The valve body aid cover •hall tN con- structed of cast iron, the float of state- less steel, and the Beat of hArd rubber. All internal parts shall be stainless steel and bronse or bran. The air release valve shall be 4000 Us. 7S.- •The Air release valve and connectln•t pipinq shall he protected from freesinq by the application nt heat tracer tape and insulation in &Ccordsism with section* 1S200 and 13250.` ' CONTUCT Mo. M/rl-a• AhOtMCtlJfI MD. 1 ►ng+ Hw'i Pebruary 6. lha Meese no./ hafertnoe ear4!219-6 Location and dtscrl0tlon of chaaM 1.)6 11062-5 ate) the following new Paragraph, 1.16 '1.16 tLOMIC POTWT1AL TM RrAT100 'Tito test st mt Los shall oe a flush mounted, 6-inch diameter static", la inches in loth. with a flared nottos. The test station shall be a tivt-terminal type With a &*eking lid. The terminal wait be a Mndley T14-SL as suPPlied try Morton Corrosion in MoOdlnville.- S. l' I5062-6 aaviae this Paragraph to read as J.O6 follows. 'J-06 CMLOMIMATICO MC OtCML %jshTICW 'Upon coWletlon of atl testlnq, the Contractor shall rluth and dtoinfeet all rater sains and tin plpinq systems in accordance With the city of ft - , , standards. AMMA C601-e1. All flu"Ing water stall be discharged Into the Metro influent sever or, it the flushing rater Is first disinfected toot attachadt, than the water say be discharged into the W-inch atom drainage system along the South Perimeter Road. 1.34 on the City nt aentor standard detall for the detector check. ADD the to)lwing, '1. Install • 1,6-knee, drain and waste valve nn the 4-1noh, 90' dhow inside the vault.' '2. The tee on the discharge olds of the vault is a lo' a 10' a 6'. 'i. Insulate ail esPosed Piping to this vault.' 1.39 1Sldi-t OGLM '80/id-w0dge' from the deecription 1,91 and ADD 'double disc.. COPt1Mc-I so. wr2-04 f.ar++acy •. lsla Page eight }age no./ lotattC &" deact& t,aa )ie terence L+arae,T i 1S101-2 h" Lice following to this paragraph' 2.02 ICI valves •tuned valree, and the 12-ls�h Wteaia tits butted vaults. do ilvestaWlrPped Withiabypass do notlreceive geared With + hyp! operators. 0101-2 Revise the first sentence to h&dt 2.02 (D) *all 12-Intl+ gate valves .. . 11101-2 aevlae the paragraph reference tro* •00110-4.02• to '00710-3.OS'. 1.41 1Slol-2 Add the following new paragraph) 2,05 •2.05 AepsovrD 11ANUPAC9t7Nf R8 (nly gate valvvs sanutactured to lontoraance to these specifications and , y the tollowinq manufacture" will be 4ccepteds Iowa List 14 Nueller A2100 Pacific states US Metropolitan "a Itannedy' 15112^2 ADC the tollowin9 to this p+ra4rapn4 2.01 -Isolation valves shall he es shown on the drawl Ma•' 1S110-1 Dr LK"t this entire *action. 1.46 1S100-1 ADD the follovtnq to this potagrat•111 1.01 W •The tip* and valves in all hurled vaults shall 'lag he insulated.' 1520t-t Dcymg the word -expansion, troa the last J.0) ecneenM to thta Paragraph, ` GOtrl9kltCT Ip. M/P2-t6 ADti671gtNt NG. 1 Page aaee rebruary 6. 1946 P*" NO.t Awfe m"cce Paraarspb tO-Stiotf and d*acckotton of clang* 1.65 1S200-4 navisv this paragraph to readl 3.63161411 *I- VIM Insulation shall be provided with aluminum Or soft Cover iackets as spscltltd in paragraph 15200-2.03.• PART pAAwlN.,ti Drawing It** naaber 00*ctipl ton of chant'! 1.49 G2, W tibetituts the attached, revised drawings and Ge IG2-4u►-1, W-SUP-2, and W-SVA)S for the three referenced drawings in the original contract dor Wnt met. i.Se GS Apt) the following information to the bettlesent cape Data Table, 61 1117.00 )"%.9) S. t.11 Ga. C1 Mibetktut* the attached, revlaad drawings and Gk 106-SUP-1, G7-SU►-5, and Ga-SVl-6) for the three drawings In the original contract document set. 1.)l G9 Apo the now, attached drawing C9 to the contract documents. 1.%) al and Substitute the attached, revised drawing* M2 (141-SUP-1 and M2-SVF 6) for the two ref*renced drawings in the original bOnttact dolvlNnt Set. 1.5e M) DPLMF the chain link fence and gat* shown around the backilow presenter station and DELETE Note No. ). 1.55 Me ADD too thrust blocks (back to back to the two 90' bends Shown at Station 0*91, DCUTt the ♦• 60 and risen out shown sitting the beckflw presenter station. sEVISt Note No. 1 to read) 'I. Install plug and 20 teaporery selewd blow oft. k*Stroin 00' bend with a thrust block.• CON"ACT NO. N/P2-e4 A. D"OW ND. I pq* ten P*bruary 6, 1004 Drawing tteM number Description of change 1.56 M4 1MVIS8 Note No. 2 to ready '2. The Contractor *hall apt" cut the pipeliM/eb crossing in accordance to Dotasl a/G9 and the apoettioat/one (see ieetions 02200 and 02606).' 1.S' M6 ADD a 1P s 120 a 00 toe and thrust block to the Ir tw pipeline at station 0+92 (Coordinates( N 210.61. C 2116. 151. Install an S° plug to the branch on the toe. Install no concrete thrust block to the south side Of the tee. l.Sf Si Novite Note No. 6 to reads •6. All stool pipe hangars. conduit sur.ports, fasteners, hardware, and niscellaneous Metal On the bridge •hall be hot dip galvanited in accordance with section 05910.0 1.S• 51 9EVI3a the cailout for the 016' 0 100 TON PILE• in the typical section to reads '10-inches 0 100 TM PILE.• 1.60 $3 In Oetatl A. revsav •6-67 VE$T" tos `14-69 VEBT•. 1.41 $4 NEVISC top steel slab nforcinq to he oil 69 radars In place of 66 rebars shown. 1.42 64 to Mtsii o, revise the note pointing to the threaded inserts to reed; •Threoded insert for IeP DEAN. BOLT (4000 lb. Min. pull out capaeltyi two per strap. !heart$ to be "it-drilling onchors. sod Nead Nodal S-I2.' 1.61 34 On Detail a. ADD the following note, `NOTE; Install two lw6 blocks of cr0000t.e-created Douglas Pit between the bridge and the 12- elf pipeline at each D-strap support. CONTMR NO. M/F2-/6 ADORN" 00. 1 ►aqe eleven ►ebruary 6. if/a Oar av i ng ttea number Daacription of change Notch the at" to fit around the pipe and oat lagnth to fit tightly inside U-strep. Spike the two ails together.` 1.64 ST ADO the attached now dravinq St to the contract documents. This addendum shall be attached to and form a part of these contract documen�s. All bidder$ are reminded to ecknovledge this addendum on the Old Proposal, Section 00300, page 00300-1. Datedn February 1, 19/1 Office of Municipality Of metropolitan Seattle 821 Second Avon-je Seattle, Washington 96104 AD991 M MD. 1 • 3.lO • rebruary ), 1906 3.10 ENBEDNrNTB The Contractor shall provide inserts. anchor*, nr other ~nits n*cesmory for the attachment of piping. pipe hanpvre. and hand rails. unless otherwise specified, anchor bolts, sleeves, and inserts shell be embedded in concrete as shown. voids in $tee"* and inserts Mall be filled temporarily with readily-ramovabl• material, to prevent entry of concrete into voids. 3.11 OPr.NING TO TNArfiC OP*ning of the bridge to traffic Mall be subject to the requirement* and restrictions of MSWT 6-02.3(13). 3. 12 r1ELD SANPLING AND TESTS rield sampling and testing shall be pertormed by the Municipality-8 testing laboratory. Samples of aggregates and concrete shall be taken at random locations and at such times to represent the quality of the materl*ls and work throughout the project. It compreeslve test result* Indicate concrete in place may not meet structural requirements, tests shall be made to determine it the structure or portion thereof is structurally sound. Tests may inclade, but not be limited to, cores in accordance with ASTN C62 and any other analyses or load tests acarptable to the Construction Manager. Costs of such tests Matt be borne by the Contractor. ••rND OF SECTION-- 033oo-s AriolNa Nc. : rehruary 1. 11,9e SECTION 016" RAI-ROAD PART 1 - G99CRAL 1.01 DESCRIPTION A. SCOPti This section specifies the railroad removal and replacement to allow tAa ieistallation of the pipelines. 9. At OCIRMCNTS, The railroad removal and replacement shall be performed in accordance with the American Railway "Ineerinq Association (ARM standards, the Washington $tat• Utilities and Transportation Camels- ion (M$VTC) and all requirements of Nur►ington Northern. Inaorpor- •ted (SNI). In the event Of conflict between these specifications or the drawl"", and any applicable code, ordleance, low or rsgwla- tion, the latter "hell govern. Any additions or modificatio"a which uy he required to meat the requir"wots of the applicable codes or above standards and requirement* atoll be done by the Contractor At the Owner's espenss. The personnel provldinq the track shall "pectalise in railroad :*"Struction And shall he acceptable to felt. 1.02 QUALITY ASWRANCP. A. Rrrt RINCES3 This section references the the latest revision* of the following documents. They are a pare of this section as specified and Wdltled. Mterence title MA Manual of the American Railway Association, 1921 nrevlsedi SNI Design Standards of surlington Northern. Incorporated oxt�d-1 2,01 A rAAT J - pAooarre MAMIALS AIM NMX-TS A. AaLuf4t Aallast shall be crushed rack tree from orgonie matter am other deleterious emotaseoo ttmd Nall costo" to the tollotl.ngl t, sanest shall he crusher run material with not leaf than TS Percent broken by the crusher and shall eontore to the fbitevita nrsttatfont ,.$. standard Percent of -11a�a I I" MIA"!alhg 1-1f2 inch too 1 inch %0-100 1/4 tech e0-19 4/2 inch I,,-IS VA inch Mlt Ms. a p_ti .. At least ail percent of hallaat 6441, show two or nor* broken faces. I. 411sst shall be hard sound rack that shall not diaintpgrate under weather ar when vorktnq in the track. A. TIM A41 Use shall be pressure treated with A creosote or creosote petroleum "0 par"" - 'to percent) aolutlen by a racogniseb treat- Me" coMpany to S 'bounds per cubic toot retention, Ties %hall be A inches R a inches S / feet, 0 inChei ter trolls ties ani T inches R a Monte tar switch ties. Switch ties and croaa ties for all curved track shall he Coast aeafan Douglas Pir or hardwoods, rros• ties for tanwat track "all be Western &Last, species or better, vViret• tine shall I.e new, fiu. 1 quality as defined by Meat 'best Lumber Inspection Wreau Standard No. is, Paragraph 192bt 10 Fercnnt ,an. 1 ailovehle, Relay crass and switch ties *hall not tie aceeptablo. C. Tlr PTATC$t Tie plates shall be nint&un {-hole tie plates, tie plates shall celtfom to Alt) reriwirs&ento and shell be new or relay. n.AnO-: h. PAIL-loll" Ballot hail-}flint bare shall contort to bill requtrernts and Ahall be new or May. W. TOWN SOL"t Tr&CA holtA Marl Mnt0CP to AACA and $hall he pr0vtieA how %. arCwd•nC* to APtA r•camtondstions. F. S►LrL$i Sptkas Mall Contort to IIN1 tmlutrementa aM Shall he ProelAeA new. PAIR 3 - ' , -M-ON 3,01 Btu f. *mrMSA?j0N Suhgrede sh.:i er Prepsrwf In sccordanCa with "Ct:an 02100 and Section 02200, wintmut relative compaction shall he A{ Percent. when the peolor grads to ettaineA am prior to lnotaill" the '+al test, a Pr•-*meree(*ce Poll aterlloht. *hall he applloA over the tt.:••keA surtece to M eoeer,sd by bell"%. A 00ttaot Aerblcld*, eampstli.20 with the stertlant, oh Il he added to the aterilont prior to PIWINl. 4.03 BALLASTh Ballast Mall he kept Cls*n ♦eM tees of aogreuation during all h*nAling and pl•rl"n operations. nallast Containinq any substance which would tout or doP•ge the holiest will be rejected. 8^1146t shall he installed in lift* to a depth of Bi InChom. Ballast coapsetion *hail be by a vihtatory roller, electric or air .&"?o r* and in accordenee with txI standards. after the ties and ratio Are 1n place and aligned In at"rdenae with paragraph 02e00- 1.03, bellase iho11 to placed to the top of the tie to lift*. tech lift of hallaot *hall he thortwihly tamped with a elhretin* tAmping taehine, eub)OCt to Approval by the CanatruCtlon Nanagar, from • Mine to inehsa Inside each rail On hath *ides of the tie to the aM of ties. what* paviewt "Cure the hallast shall he tamped the fall latwith of tit. The bell"t Mall ho paakod tight ender AM araund the tie ter the length sawaltiod. TMpinq ", it We be Permitted at the center of the tie between the ohove atataA limits. Sm31iR mb"t the data* 01 the it* shall sot be timpM. (loth *%do Of the do atoll he tamped mlsultahgously, and tamping i,Wide and outside of the rail &hall he done At the sells ties. 02e00-1 2.01 3.03 Tres Crass ties should he laid at approxlsar.*ly 22-inch centers on curved track, and 4ppmKI*@to3y 14-3/4-inen center on tangent track with no space greater then 26 inch##. Ttse shall he spaced so that Joint area Spins an 18-tn0h to 20-inch tie "Wood. Ties Shall be distributed corefuliy tw, the compacted ballast. TSN SMIl be 040e4 as specified. All ties that are Split or desatyad shall be removed and hew %let Shall be substituted by the Contractor, All rise shall be laid normal to the centerline of the track with the field ends alicnod uniformly. einvinq and placing ties with tamping picks, spikr riailt. shops and *Sovels will not he permitted. 1.04 TSACk, Tit •LATtS, AND RAIL JOIWM 4611 ties must be plated, using as minimum 4-hale tie plates, and must be spiked with not less than two to each rail (four per tit) on tangents and curves up to and including • A#.ireial an curves over • dprees a third spike may he driven on gage side of each rail. The rail most %* eocur*A with at least 4-hole angle bars being fully holted at each Joint. Standard gage is 4 feat t-le2 inches, and must he used On tangvnt track and curves of • degree* and under. On curves over • d*gr"S, 94" meet he widened 1/6 inch per of curvature to a asstmum of 4 test. 11-1/0 inches, Mon gage is increased through turnouts Aire to curvature, the flangeway width of the guard rail must he increased by the most amount. More gage to widened on curves, widening must extend full length of curve and taper to standard gage at points %Moro ratio art level. as" raft are to be used an curves of * degrees and ov#r, and Should be appiteA 4 per "-foot panel on curves a degrtet to g degceea 10 minutes and 5 per panel On curves ! Mgroos 10 minute* to 1% degrees. In applythg tit plate* care must be taken to *** that they have a firm and true b"rtngi that Moulders fit snugly against base of rail and, when possible, that holes in Platte match the bored holes In tits before they art spiked. All spikse Mali to to accordance with 101, and shell be started and driven vertically snd ajuare with the rail, and to driven a* to 4110w l)s-Inch to 3/16-inch apace between the underside of the head of the Spike and the top of the hose of the rail . to nn case shell the Spites be owerJrtwn or etrSlght*ned Mitt being driven. In laying rail , care must he taken to obtain correct gage and good 111%0. TO provide correct alignment and gags, Joint bars must he applied, holes Aram tight and rail properly Stated on the tie plates he1Ore spiking. In hS oM* Mould rail be etrugk with maul or other tool. GH"-4 1.01 T:Rf Cross ties should he laid at approsioat*ly 22-inch concert on Curved track, and approRimately 26-1/6-inch center on tangent track with no *pato greater than 26 inches. Tte* shall he spac*d so that joint area apans an to-inch to 20-inch tie Spread. Ties *hall be distributed carefully on the compacted oalla*t. Ties shall be spae*A as specified. All ties that are split or damaged shall be removed and now ties @hall be @wbatitut*d by the Contractor. All ties shall he laid normal to the centerline of the tr"Jk with the field ebda aligned uniformly. 4ovinq and placing ties with tomptnq pick*, spike nails, Sledge@ *nA shovels will hot he permitted. 1.04 TRACK. TIC PLATES. AND RAIL JOINTS All tie* must be plated, usinq as minimum 4-hole tie plates, And must be spik*A with not le*s than two to each rail Ifour per tie) on tangents and curves up to and includinq 6 degrees: on curves over 6 degrses a third spike may be driven on gage aide of each rail. The rail must he secureA with at least 4-hole angle bare being Cully hotted at each joint. Standard gape to a feet 0-1/2 inches, and must he used on tangent track and curves of 6 degrees and under. on curves over 6 d*gree*, gage must he widened I/@ Inch per of curvature to a maRlmum of 6 test, 9-1/0 inch**, When qaqe to increased through turnouts due to Curvature, the flangeway width of the quard rail must he Increased by the same amount. Where gage is widened on curves, widening must *stand full length of curve and taper to standard gage at point* where calls are level. Cage rods are to he used on curves of 6 degrees and ,seer, and @houl,1 be applieA a per 19-foot panel on Curves 6 degrees to 4 degree* 30 minutes and S per Penal On curves 9 d*gr*es 30 minutes to IS degrees. in applying tie Plates coca must be taken to see that they have a firm and true hoaringt that shoulders fit *nugly againot base of rail and, when posethie, that hole* in plate@ match the bored hot** in tie@ before they are spiked. All spike• *hail be in accordance with Ski, and shall be started and driven vertically and *quare with the rail, nnA so driven 46 to allow 110-inch to 3/16-inch Waco between the underaido of the head Of the *pike and the top of the hose of the roll . In no case shall the Spikes be overdrivea or Strsighton*d while hainq driven. in laying roil , car* must he taken to obtain correct gaqe and good line. To provide correct altgraant and gaqe, joint bars must be @pplisd, bolts drawn tight she rail properly MAW on tho tie plates before spiking. In no case should rail be struck with maul or other tool. 02400-6 • 1.04 • The aortaeq and aliment of the track shall be as shorn. For track in an unpaved area, the tolerance shell not •seasd the fotlovingi Track gage Plus cc minus 1,+0 1.am Cross level plus or sinus 1/0 inch Unit deviation from profit* qfb" plus art *1005 aek section A Inal is fme eet waaisum) Total deviation from Profile PILO or minus Va toe% grade Unit deviation from horisontal plus or minus U4 rush in line one track section IIa fast masisuml Total deviation from hort.sontal plas or minus 1 loch Ian* hail-joint hers and tie plate* shall confarm to mml requirements and shall to new nr relay. molts &hall cont"S to MA and shall he provided nw in accordenca to Apek recommendations. tnaulateA joints shell he provided as required and each joint shell have a bondinq jumper. pall anchors shall he provided in aceorAsnce with Incl. Comyroeise tail shell he used to connect Falls of Atff/eent at atIon. 1.05 :RACK IN3iFF.CTI'lf: after Construction manaaer approval, treckage shell M inspected anti approved to operation by a representative of the chief fag loser of MI as arrangeA for by the Contregtor. "Kim (w mmCTIOms• 07mm0-S « ADOtt�R lt). 1 •. rebruary 7, 1fH ftc?1011 67140 ROOT iNlU ATION MJQ 1 - CiMt<ML 1.01 ats"IrrION This *action Specifies root insulation. 1.01 QUALITY AMSANce A. GENCRALt Conar*te root deck* shell be reviewed and approved by the COhstrrction %Anger ptior to Installation of any root Insu:atioa component. R. QL'ALIrICATIOR Or IgaTALLtR3s installatl0e of insulation $Yetve Shall be done only ry competent and skilled lhRtallers cespletely familiar with the products and the taenufacturer's currently recommended sothodS of installation. C. CMIrtCATIONt before ln{ulatlOn appllcatµt bag.na. the ('.,ntre,tor aha,l cam in* the roof deck to deteralne its stability. Any detects shall he corrected before proceeding. The Contractor shell provide the Own*r with a 10-y*ar sanufactuxer's standard bonded warranty tog rooting, sitb tlap:,tnS *ndorsemmmt. provided by a surety approved by the Owner. An affidavit, signed by an suthoris*4 gepraaentative of the manufacturer. shad be furnished, Rtatinq that all work compile* with the requirement* of this epeciflcetion, and t at all materials were appplied in quantities and in the fanner speelf ", a" that the entire insulation sYmtSm hM bean correctly laid in accorlance with the intent of the specitications, tt,ia werranty shaii he furnished by the Contractor and oownterslgned by the Apllicator. 1.01 DELIVERY AND STORAGE All material Shall be dsllwred to the yob *Ite in un.pvned individual units bearing *abut*Cturer'a tdentiticatjgo of 4ype and gaallty- Iamtilatiom Stall be delivered dry and kept in a dry Condition at the Site until used. 071410-1 1.Ba ;.06 WYAW TTALS lth K PNDVTDtp The Coetrentor MAIL provide the follwrina sobeittals in •ec►wknee with !action 01300, I. Shop 7rawtnge, manufsctarmvse literature. Inslmdlae. inatallatiat instructions, and product sp•aitieetione. PART 2 - PVCOt1C S 1.Ai MINERAL All �rautetion coapunents ah•11 he C,ap&tlhle with sash other and with the root memhrane Lie". 1.01 TAPTXVID AMP 1NSUWTION Tapered roof insulation shalt he erpsndcd polystyrq;,c contorminq to red, sroe. NN-t-t1iC, one pound per cuoir foot. All insulation Places will he tapered to achieve slopee shown on drawings. "a minimum thickness Mall be 1/2 inch. All pieces Mall be n.tmhtred am to tMlr respective location on the root. Product shall bs by 7brthwast M, "a DAl1ee0 Dragon. Atlas industries, Or equal. Tapered insulation may he provided as composite board with top layer of t MtMard hotdmq to tapered 1[pS. 1,01 XXW 1NRULATIC" foot insulation in #rest requiring insulation of unitorn thiafaaes shall be leocyonurate conforming to PeA, Spec. NB-1-S10, Typo 1. 1 pounds per tWbio toot. 2.04 MATO NATMAIJA Vapor harrier shall he one Ply flheTglus felt oonforminy to AM D-1119, TYPO 1, or polyethylene sheet laminated hetwesn pilot nt reinforced kraft ::.;�:r. V"MC barrier shall have • vapor- perwancr rating of .sec then O.S perm when tested in accordance with As?" CAe, Procedure A, and shalt he resistant e^ --eture. abrasion aces testing. COeer board over all tPA tapered insulation shall be minimum 1 .1 inch wood et*rboArd torlOrminq to W. Spec. LLL-I-53SA, Class C. Asphiit shall be As" 0312-Tf Type Tt[, equlvieeons Temperature Atee$, Asphalt. TOP* 0011 be ftberous glass root insulation tape i#-1h0h1 4ts/1At to O.C.F. root tape. 011e0-2 a.o1 pspT 3 - isltKtrtefiN 3.41 OOMCItM =CO Centracter G"l2 be ros•ooeihle Car providinq A- rot* dsca to clean, mmoath an6 dry eordition to reeefve insulation. 1.0. tMltthiLUlYltle Contractor sh411 tnotait vahar barrier by wild aopptM harrier to aephrlt prim" ad glseod concrete deck. In arena Mere toas is indicated, set waterial into 10 lb/100 eq ft of hot asphalt onto the vapor barrier. Tapered Ceil insulation in then sat either onto the leocyonurate foam or onto the vapor barrier with an additioosl 10 lb/sq ft of nor rsphalt . tiny asPhOlt ontn an are• Isr" aaugh tot one the or plebs of tspeted lnaul►tion. Oo not allow asphalt onto tnoulatinn in place, t.aY nut sultipl♦ tnaMlatlon layers with etagqered joints. rrirtete ea shown shall he furnished as an tntegral single layer syotes with no tuttittq 09 SPOC141 precautions requiren except Correct placement. When rerniahed se Individual •seddIve water Aiverters, the inetaitation prn@eduree are the weal as with the typitvl eff taehsred Inaulstion systes. On roof* with • uatform layer of insulation, crickets May be linerboard. In areas where FPS tapered Imoulatlon is Installed, apply cover b"td by tact-aoppinq with CYC •emperatute, steep asphalt stloWinq atphslt to otiol to spproai&Ately 225-210'r before plorinq on it iu- lation. 4taggar Joint* of fiberbsard over joints of insutat I. tnst•I1 tape over all lonq joints in fibetbO&VA, rAIt this step When CPR toMpoalte is tnstalled. 1.01 MAT" Ctnwr no sore insulation Shell he Laid tttsit am he ooverad in one dzy. Inaulatibe work must M closely coohfinated with roof Meebrale applicatt.Wt to protact insulation frsn water dama, o. tnsulat-ttrn ehali he , ;at&A in conformance Witt anufoetursr`s lnstrwctions. "SNO tlr UCTltMtaa o�>Ka3 rabruary 1, lfga SKTICS "'W532 1.O06r IAIU NGNRRANE RWTIM PkPr l - QL11MAL 1.01 DCSCRIPTION This section specifies loose laid membrane rooting. 1.b2 QUALITT ASSURANCY A. QUALIrICATION Or INSTALLERS: Installation of loose laid maatbrans rooting shall be done only oy competent and skilled roofers completely familiar with the products and the "nufaccurer's currently rocoarnded not As of Installation. a. CElfrif ICAT1ONt before rooting application is "qun, the Contractor and a representative of the rootlnn manufacturer shall �xasine she root to datenlns its suitability. Any defects shall be corrected be to re proceeding. The Contractor shall provile the Owner with • 10-ye4r manufacturer's standard handed warranty for roofing, with (lashing endorsement, provided by a surety acceptable to the Owner. In addition to the warranty contained in Part A, the roof, including (lashings except actual sheet metal, shall be warranted watertlght and free of defects in material and workmanship for a period of ! years after the date of acceptance. An affidavit, signed by an authortsed representative of the manufacturer of rooting. shall be turntahed, stating taut all rooting on the work complies with the requirements of this specification, and that all saterials were applied In quantities and in the manner specified. and that the entire roof and roof flashlnWs have been correctly laid in arrordonce with the Intent of the SPVCOICat' '•a. This warranty shall be furnished ay the Contractor and count lned by the rooting appli.ator. 1.01 DELIWNt AND S"PLAGr All sa.erlal Shall be delivered to the lob site in unopened packegss or container:, or in Individual units. all bearing the manuf•cturar's now and identifies i of tyt* and quality. holl goods shall be stored on and in a area protected from sun and weather. Rol, node shall be handled with care to avoid "moging or deforming .ne rooting sebrane. 67572-1 2.oI PART 2 - PBDODCTS 2.01 GENERA: All components shall he products Compatible with roof system and osrtified by the manufacturer as compatible. 2.02 MEMBRANE membrane roofing of 0.045 inch thickness and mmasurinq 40 foot by 100 feet (or the longest sheet possible ae determined by job condition) shall ha EPDN lEthylano Propylene Diana Rmw wer) compounded elaotomer conforming to the followthu minimum physical propertiesn Test Method Pr°-perry Ilatest revisloonsI Spmcification Color army Specific gravity ASTm D297 I.IA • 0.03 Tensile etrength, minimum, Pei AST" 0412 1{00 Elongation. minimum, percent AS rM D412 300 Tzar resistance, die C. minimum, Pounds/inch ASTm b621 125 Shore A hardness AST" 02240 60 • 30 (S second reading) gone msistancc AST" 01149 !ID cracks 7 days!100 pphm/ 1040r/50 percent ext. Hoot aging 1 acce lerstod), Pei AS" 057l 'fen, win. 1200 Percent 7 days/2{0•r rlong. min. 210 Brittleness temperature, dogtoea r As" DU& -7S Permeability, water vapor, perm-mile AST" E96 Proc. Rw 2.0 07132-2 2.01 • i.01 RELATED MAtERMLS ttie followinq materials are required in addition to the Membrane: 1. Ploshinq, elastoform 0.040 Inch thick. 2. saldinq adbeeive, compatible with Materials to which the MOM rans, is to he bonded. 1. splicing cawent. 4. Lap sealant, compattble with Materials with which it is used shall be trowel or gun consistency. S. Mater cutoff mastic, compatible with materials with which It is used. a. Molded pipe flashing, compattble with materials with which it is used. 7. Mite scel, compatible with materials with which it is used. A. Pourable sealer, compatible with materials vtth which it is used. g. Pubher nailing strii.. (MIS) and fasteners, extruded nailing strips and fasteners. 10. wood Wailers, pressure treated with asit prose: ►tives. 11. Mallast. 1-1/2-ineh river washed gtsvel. 12. Pedestrian walk material 1/2-inch thick suitable for wee with membrane roofing. 2.04 SUBMITTALS 140 Of PROVIDED TtT Contractor shall provide the following submittele in accordance with Section 011001 1. Shop drawings. manufaet-rer's literature. Including storage and installation instructions and product specifications. O7512-3 a,y 1.O1 • - PASS :t - EUCUTtON S.O1 SMSIMATE Contractor MhAll no resPonSibte for Providing propr eisetnte to receive the toollnq system. Noakserm slope of s~rmke M♦li ne 1 Inches in 11 inches. Wot*wmet pe Ibis. the rosfieq 0hs11 he imetalled starting at the high point of the roof and working to the lowest point. 1.01 INSTALLATIfW A. NVMRANR t 1. position roofing membrane over approveA e+tbetrat* without Stretching. 1. Allow membrane to rater approximately 1!1 hour prior to splicing and flashing. ). ►tuition adloint" Meets to same canner. topping edges a tinlaua of 1 inches. s. SPLiCINGt 1. Mid top eback � 12 inches. owbf% s � surface* etapt aua rags with kne uml"4*A or whit• qa*. 1. Apoly splicing osmant to Mating Surfaces uolnq I nr t inch ■ 1'1 inch thick ivint hrwsh at a rate of approximately 17S lineal toot of d-Inch Spite* area Par gallon, hrusb assent on smooth In a circular motion obtaining 100 Percent enw rage, an not allow to glob or puddle. Allow cement to dry until tacky but not string or stick to a dry tingor touch. 1. Roll top aboat toward optic* area ,antil. the eemanteA Are♦ to asesly tow¢hinq amment an bottom •host alnnq entire length of spite+. Allow top Meet to fall trsely into place avoij%nq streten!MI avert wrtnkllnt. A. Roll apilca with a 1-lnah wide steel tot tar. using positive paessura, %WMCA the attar efts, of splice. S. Solvent clean the •pile* eft*, oxt*nAI"Q at least I each onto too aM bottom Membranes. S. Apply "AA of lap ewalent caaplately covering the splice +Alterr. Mather tow lap soe%ant with a specially pretocmed knife og travel.em ail aplla+s by the end Ofle each te lworking dayap @*Giant �llawtlon 07111-4 + ).02 C. • C. POR"UTla mmlt.im4O matters small be installed at the perimeter of .each root level. curb flaabinq, *byliyhts, expansion joints and similar pametr6 iWa as tollesa+ 1. Rubber nallin.t etrrtPS3n"tnto Shall be root nsehaniamilY taSSMgd tmrou9h a a. Tap of "CAaniaal faatenera Shall he set flesh with the top suttee* of the sM%. Space mechanical Iatensrs a maalaum 12 inches on Conte' stSttln4 1 inch from the and of MS. b. lit WAS !it the an on a aS-degree angle to eliminate a Sharp offset at this point. c. %bare the we of the wig interferes with the flow of the surface water, it will be Stopped, separated by a 6-inch space, than started pain. d. Altar MChahlcally fasteninq the a143, it will be gaoled with a 6-inch wide Strip of flashlnq ueinq M-100 cement and lap sealant on all edges. 2. mond nailer] %hall be installed at the gravel stop trreatetr at each roof level And dawith Salt preservatives.Wood call he preswre- d to sist a rce 7 pounds Vol peeshall lineal tciothine any direction.fo of "a thicaneaa of the nailer shall be such that the top of the taller is flesh with the surface to which the ombrane is to he applied. n. tLASMfmflt fbtiaater flashing and fleshing around vents, skylights, etc.. Mall he AGO, mt%% tlashiag wing the longest pieces peactie*ble. 1. :osplete splice hetween fleshing and main root sheet for* boadinq f'aehinq to vertical surface. Splice a'+*It *stand at Least ) inches heyonA the fasteners Which Atts" the membrane to the horisontal suttee*. a. Apply htwM%inq adhesive to both t'ashieq and Surface aappprae wately to which t is 40 Square tit of tint~at A rate Surface. 07%)I-S h, after tM wndins adbesiwe hit dsticried t to the point ansTo it does not at rinq or adhesive. t. • dry tiat to t. gall the tasaure that the flaat�hin9 does not he lAee snwri eMre is any ohm"" of direction ls.q•. wMtw the parapet Meet$ tM root deck!. c, ",it installed f►b"i" at top of tal ostetet- ovety 12 Inctxs on center, sawlwaw, unM r me Mets1 tlashino or cap. 2. dash all penetrants (Pipes. condoles, etc.) Patsirw throwvn the westranw. a, risen pipe with Melded pipe flasnfnla wMre installation 1a possible. h. Men molAad pipe flashtngs cannot h* installed. use fial4 fabricated PlPg saals. c. in rtroofine. remove osistinq load Pipe tlashieO. 1• rspanalon lolnton gee amnufacturer's standard detstls. ad t. Seal clusters of Pipes and unusual thaPIr psnetrstionw with 2^inch siniwusfPostandard dotal!sus pitch Pocket type pal as shown y, hoof dratnan a, in rerooflM. remove e2 lett,4 rlead t otfhlnq mwaticd and eeteht In p"Psratlon for psbranw seal. b, vapor tnsulorion around drain to provide a pooch cUmPinq transition from roof surface to Arain einq. c, whrans arwi drain hate snall be water cut-off mastic as whown in wanufa. rant's stsnMM Real between we detailo. R, ntt4Y 9RAW not flow Car, ahoul'i he eaerciseA to ensure that T"Por a'water s ly goal loot* basistb any easpUted seettona of roof. M ed� of Mewhrane with nteh to t t goo $Den weather 1t threat* 1. leis tM two components thorougnlY aceorAtne to the instrostionw an the laba►. tltl2-* I. on the estaLing No. r&maea yraeal. Surface shall he clean and dry. 1. Apply the night seal at a cote of 100 lines, feet per gallon ion smooth surfocel 12 inches back from adge of shalt onto Ssposed substrate surface. tf nssessary. use a trowel �O spread Material in or.fer to achieve complete Baal. Onto existing built-up root surface, this cove rape will be redurwl recording to surface Preparation. •. After amba,Wlng membrane in night sea", check for continuous contact, than "eight thw edge, providing continuous ptessvre over the length of the cutoff. The recommended weight for the continuous pressure is a 10-100t length of J-1/2-Inch lay fiat tubing fiIled with dry Send. S. When work is reoume . pull sheet free before continuinq Inatollation. ►. rALLAST RCOUIREMENT: 1. s&/laat &hall he Sufficient to provide protection sgsinst wind uplift. Mt/ght per square foot shall not he less than 10 pounds per square foot. 2. Ail ballast shall be loose-laid gravel. J. All 1-1/2-Inch river washed gravel whose color satehes the color of oaistinq gravel on reistinq root Shall he sceeptea with the following restrictions, 50 percent most be retatnad by & 3f4-inch screen. SS percent retained by & 1/2-inch screen and gs percent retained by a 1/4-inch Screen. AST" C114 method shall be used for of siring gravel . ee9111n Or srcTtnNo* 07512-1 ADDENDA NO. 1 February 7, 1994 SECTION 07600 FtASMIN(: AND SNErT METAL PART 1 - GENERAL 1.01 DESCRIPTION This section specifies flashing and wheat metal not specifically described in other sections but required to prevent penetration of water through the exterior shall of the building. 1.02 QUALITY ASSURANCE The Contractor shall comply with pertinent recommendations of 'Architectural Sheet Metal Manual.' latest revision, by Sheet Metal and Air Conditioning Contractors National Association as a minimum standard, and to normal good practice In the area extent where in conflict with the contract documents, which shall govern. PART 2 - PRODtYCTR 2.01 SNRrT METAL Unless otherwise noted, sheet metal shall be mill standard 3008 alloy aluminum sheet. All sheet metal shall be 22 gage, except where noted. 2.0I NAILS, SCRFwS. BOLTS, RIVETS AND FASTFNF.RS Material shall be aluminum or aluminum shoot metal, or Type 304 stainless steel. PART 3 - EXECUTION 3.01 SUUFACE CONDITIONS A. INSPECTION, The Contractor shall verity that surfaces to be covered are smooth, clean, and from from hales. A11 projecting nails shall he driven flush. R. DISCREPANCIESi The Construction Reneger shall be notified immediately of any discrepancies, and tNe Contractor shall not proceed with any installation or fabrication until discrepancies have boon resolved. 07600-1 1.02 WDRRVM%NiP A. (NNEULi All Sheet metal shall be accurately fors" to the dimensions and rhapes required, finishing all soldsd and best" surfaeee with true. *b*rp. Sid straight Sines and angles, and. Marc intercepting other embers, coping to an accurate fit. Plans surfaces shall be tree from waves and buckle*. Sheet metal shall M ne installed in *-!,Jnt lengths are o pssibl*. Unless otherwise Specifically persitted by the Construction Manager, All exposed edge* Stall he turned back 1/2 inch. rlashingS Shall to *"rated from digs imilAr material• by a heavy b_tumestic coating on the fisehinq. corners on all capinga should be mitered. As~ and sea led. A. F.xPANSIn", All *hoot metal SM11 be form", fabricated, and installed to adequately provide for expansion and contraction in the finished work. C. JO1NTsi All parts *hall be jointed with rivets cc Meat sotal screws where necessary for strength or stiffness. Suitable watertight expansion joints shall he provided for all runs of more than 40 feet except More closer spacing le indicated on the drawings or required tar proper installation. D. FASTfNINGi Whenever possible, metal *hall he ascured by mea,1y of clips or cl-ats without nailing through the metal. In general, All nails, rivets, and screws Mall he spaced noU more than s inches sport, and. Mere exposed to the weather, lead washers Mall ns used. For nailing into room, ll-gage barbed rooting nails long enough to penetrate 3/4 inch rhall be used. For fastening Into concrete, drilled plugholes and plugs shall he used, and penetration *hall be 1 inch. 07i00-2 • 3.01 ).03 1POM rrf All mtal Incon",action with foots smil be ,r abali solid bW of rolyaroUtae+ smalant bo slbtles to t.y Siks Cbemiaal corporation. Vulkomr by ROOM tnternational. or subber calk by products flseosrrh and <UwiOa1 corporation. oolyuretnane aea:ants Mall conform to PMVIC TT-s-0330C far ono-component rystens AM rtpsptC 'tT-e-00.'17F for tvoe-cOopor+ant *yet*". Mlyurathane asolant shad be nonsag colyvrethano arala.t . " i t. Cl aae A as "Oe i t ted hr the rMpOC.s re;.senr.t above. 1.04 TFSTl11C The Contractor shall leuonstrato to ehn eatislaotfmm Of tita Construction Manager by hoed or atanilnq Mter teatlnO that all flashing and onwwt metal Wort to camplataly wtertf�bt. ••marl ��r srcTia*l•• Qf�u ) AlIK71DA M0. i f"NtUaryr 7, le*a .:ft7TON 00700 fINS3N MAR0SA11t MR t - Ct'mrou i.al *cost "a ContractOr Mall provide ail finch hardwart and smit&bla raftt*&fams for emplotf lark in &ccordanCe wlth drawinge a" specifications and subl*ct to tarp and OOndttt**s Itf *o bid tow and atternates. ThOsa quantities and locations listed in each inatahoe or* for the Canttactor's cOnvOnls" only &,:d are not quaranteed. Ito" not specifically mentioned, but necessary to eoapl*te the work. *hall ba futnlsked catching In quality aml finish the its" specified for Blotter locations. I.01 BTANAkAA All bsrdwar* *hall COntOA with requirements of U"ifora Buildinq raftOrA the aUfa, rtre tlare"ll, as pertains to work "*allied hereunder, Nmrdware to he inatolled on UfL door• or Crass& •doll "'a as approved by the National hoard of tiro Vnderwrit*rs. l.cl Iwo AND KTYING All pers"60t cylinders •hall be furniO"A by the cipher. All loakoots Bliall sec*pt hest tcck COmpany cOr". Contractor &hall provide all anterior risen with tesporery cylinders. 1.O4 TWINITTALB TO sr nKviato The Contractor shall provide the following submlttalB in *oOordans* 10tth section 01100. 1. ♦lnish hardware, A cbmplate schedule of finis& ItArdr&p. iiehodul# shall be casplvt*ly detailed in vertical fore lnelwdinq &11 quantities, stork nuobets, finish"*. and Mike*. Natown for each Op*ninq she11 be listed soparatety. so A borintll Or 010 d form of schedule will not be acc*pted. 7M fotl*wlnq I* A typical acceptable forstatl 04,700-1 t.oe NH i con sihCti DOOR Lai C0fgb2Wa Ia0 "OR CLA"WOH lot tim g0 110' a t10• s 1-3/4 V a air 20 min. 1-1/2 pr antis silly$ US,26D 4-L/2 a 4-1/2 1 tackNt TssL-LOSSS U9120 ■ CLA a MR l Clemc ►120 S&L a am 1 kickplote S014 - 1 a 14 - 41C 1 11022 step W WIdA 1 silencers 11 2. aelanq *chsdule. upon receipt of an acceptable hardware schedul*, the Cnntracter shall submit a keying schedule. 1.05 AS-%U1LT aAAWA*C SMDILIUS Upon coeplatlon. three coplee of an as-built hardware schedule, includlne keying• mall to provided. PA?T 2 - PtODlfC" 2.01 Ii"Ints "&IrWsts Items shall he supplied In the following finishes. kny deviotlnti frow these listed finishes will be called out neat to the specific it"s involved under the Hardware Groups. Mutts USF120 lescept steel butte U*2401 toeluet* Us120 Caic device• U8121) Push plates, gulls UL11D Closer* "L-P Miser *tap Uss" Rickplatae 1.13121D 2.02 StMSTtTM10H8 He*pt " limted l* the 90110 06 prsgraphs, no substitutions of material* will to aeeeptel unlade 4"toved by the fk+ner seven 1?t days prior to bid openlp4 Catalal Cuts or physical aa*ples most be submitted for approval. 0 700-1 t.41 1.0) MMUTACSQft[dd A. bi7TT At 1. menutecturen numbers listed Stanley Acomptable substitutions Mager Lawrence x. Types $hall be a0 listed under Hardware Groups. 3. diaea [ball be as listed under Mardware Group$. 4. Gutawinging eatertor doors shall have Hltp feature. S. Quanttttes, a. Coon under $• inches--) butts per last. t�. Doors over 04 tnehea--I butt added for each )0 inches of helght. C. Dutch doors--4 butts per last. P. rxlr rwvicrs, i. Mhufaeturtr0 numbers listed Corbin AccoFtahle substitutlono kwsewin♦ datgest x. Types, a. twit devices Shall provt,.s the functions as ildtsd in the MAHware Greupt. b- tait devices shall have reinforced crossbars. e. [sit daviess Andieated tot labeled fire doers shall be furnished lees 4oeglne feature 4n4 to fully Q/L approved. C. t.[)95M AND tATtlta[T[t 1. MHutaetwr$r$ 00"Ose 110ta,) ivrbin Acceptable subetttuttens [us"in, achieve, servant :. Typost a. 300Nte and IatChoota Shall tw Cylind*teal type with functions and designs as indlNted in the Hardware Gmups. b. WcW t0 and latcAsets Shall r> furnished with sutfleient strike lip to 11[otect trisi. C, All Iocks *bell Aawe wro"Itt box strikes. d. [nob design 045. 04104-) D. CLUSERSt 1. Manufacturers numbers listed Corbin Acceptable substitutions Huswin 2. Typeat a. All closers shall be sized as recommended by tile manufacturers catalog. b. Any wind condacions or mechanical ventilation systeea Should be taken into consideration, and the closer also should be increased accordingly. c. if, after Me closers a^► Installed, a l..rger site closer 1s required, th• hardware supplier *hall furnish the larger P.se at no additional cost to the owner. d. Closers shall be guaranteed against mechanical defects for a period of ten yeats by the manufacturer. e. Closers shall be furnished with sez nut and bolt type fastenIng. E. DOOR STOPS AND OVERHEAD STOPS: 1. Manufacturers numbers liated RAW Acceptable substitution* GJ 2. Typeai A. Provide stops as listed in the Hardware Groups. b. Contractor shall provide proper backing for all wall type stops. Stops applied to concrete shall be fastened with steel tamping and machine screw*. c. Where wall stops are specified, but cannot be used because of a construction detail, floor stops shall be furnished. F. PUSHES AND PULLSt I. Matwfacturtre number* listed Clpco Acceptable substitution* SSW 2. Typeat For state and types refer to the Hardware crouya. a»o-� 2.03 G. KICKPEATES, MOP PIATU. AND AXOM PLATES, 1. Manufacturers nambers listed Cipco Acceptable Substitution* saw 2. Typist Provide O.OSO gauge stainl. Sa steel with full threaded screws. 3. Siemer Kickplates shai: be 30 hlgh and 1 less d+lor width. H. THRESHOLD AND MEATUMITRIP 1. Manutactures nutroers listed Pestko Acceptable substitutions fictional Guard 2. Typist Threshold and weatherstrip Shall conform to types and functions listed under specific hardware groups. 1. S1LWIl". Three atleneers, P a F Coruln It or 16 an applicahie, shall be supplied for each single door. Pairs of dnora shall have fn. : sllsncers. 2.04 60CAT100 All locations shall be as reco~-lded by ASAMC. HHMA, ',DI. and MAAMM. All measurements are from finish floor except top butt. A, BUTTS I. Top$ 11-114 inches cent r of butt to tol, of door. 2. lntereedlatet Equal dtatanca between top and bottom butte. 3. Bottom$ 13 Inches center of butt. S. HOW WCKS$ 60-IV16 Inches to Center of Strike. C. DEADLOCKS! 60 Inches to center of strike. D. EXIT IHEVICKSI e0-St16 inches to center of Strike. E. PUSH PtATESt 65 inches t0 center. r. Ptf LL PLATES$ 62 inch** to center. G. DOOR CIOSERSt As per manufacturers Instructions. OP 700-5 • 2.05 • 2.05 aARMAIit COMPS .tff following hardware shall to provided for the door into each haacktlw pteveMer building. 1-1/2 pr autts M191 4-1/3 ■ 4-1/2 wtF 1 Wckset 45135 1 Float stop /a0431 1 Threshold 123A v 44A N6 a as pan 3 . ttto. om 3.01 TKWPLATtS Nardware for application to real shall be sad* to tsaplat*. 3.02 bFtclAi. TODLS Contractor sail provide two sets of any special tools required far inatallst LOA and saintenanre of hardware. 3.03 NANDLA W A. FAIM111 Nfls: All hardware shall ba furnished with proper fastening devices to coordinate with conditlbsa of the work. e. PACtiNC AN0 MA6atMC.t All hardwar* itsr ahAll be packed in their orlglnal factory shlppinn cartons. taeh stow of Aardwar* Mall M smirked indivtdual)y for each open:nq as to location of 1,14tsl3ation in accordance with approved hatdwsre schedule. 1.04 COW MA(?" TM Contractor shall be responsible for proper installatlew and operation of -tardware It locations aptci. iM. The .antractor shall protect all exposed hardware surfaces during construction tram damage to products and finishes. The Contractor shall supply a locked room to store all finish hardware until installation is sad*. `a BN:r " stc`ftama• p Ttla-4 ADD/MDA MO. l ' hOrmery T, Sf0a SICTIOe 60120 ALdAtum Oom AND rAAMS PM 1 - OMIIMhAL 1.01 891CDIPTION A. SCOPV: This Section spec,(,[• aluminum Hush doors and their ir&"&. S. TV Pt. The doors ►halt be tluah also type. The trove Shall t. egu&re-cat and sec+:anio&ily locked at header ends and ahal .ve integral •tops. 1.02 QUALITY A"UAANCt Speciticat ions data are from the catalog of tawneer Company. MoductS of tndur*-A-Litetims or other manufacturers which. following the autesittel review, "@t l l Sad arseMe,e •eyulremonts of the Projectwillrbet functional acceptable. 1.01 susm! TALS The Contractor teall provlje the following submittals W accordance with section 01100: 1. Shop drawings sh(winq cross sections and the installation Mtails. "Naulecturer's storage, handling and installation data and pcoduct specttications. 2. The aluminum loot and trams manufacturer's written warranty "&fn►t defect* it, mata:lals and workmsnshir. The warranty shall cower a time period of 2 years after the date of final eseeptewo+ of the project. PIMM"M 1.01 IAAT9PIA" A. OUOaSI The core *hell be of foamed-ln-place polyurethane WAS at lb/cw It density. olating gaak&ts for vision lights &hall be ►VC to" tape. A 4-Inch vies by 11/0-inch aluminum tube Shell O4120-1 he Provi..ad s11 fy,e •lees for bardwerg backuP. Dupes tail be constructed of one-1 a.040-inch )oa)-n 14 streta►er leveled Aluainom alloy taelnne la%iaat%d to 0.12E-lash tv"WIA hrrAboard. taped reinforeemant for the trp sheets Wall he lfa-Inch thick tempered Miniboom. No expoeed sereea •ill he ailoMsd. a. MAIRESt ►rags shall be fabricated frost Go$)-TS 02tru" i alvalnws a110+t with an 0.0e -Inch Mall thick"**. 2.62 onw"llCTtda A. MORS The entire Periaetara at doom Shall be furnished with a Rvelad edge e06)-TS alwsinua extrusion to receive •lueinua skin an4 hardboard the lull wldth and halght of the door. Wool Pile WeatheratriPPlnq shall he provided on all edges, Doors Mall be tabrlcated complete with door louvers and vision panels as 1rMicote4 nn the dravinga. Woprene lisps %hail be Proe09i to Deal openings whera crane ratio penetrate door openings. a. ra"Itst Corners %hall M cut square end tntened t+>ternnr Steel With ti+ sckaledlerwa brackets. We 1t rl tq ate iniesx aaluainum backed woopi rstrippi all AlltraDs %n1 he 1lsh 2.11 HAR "Apr ►o"ARATto" A. 0C$ORS c !)sore shall M i.r Vi-ar•..f for hin:res arri locks (apindle holes only In face nt doors), loth• that reesive eeaaee aPp11e4 nar4Nrs shall he )ruled and tapped in me Hold. a. MAKES i Ntrwtes end strike Plate% Shall tee mortised, drilled And tapped. c 4urfao 4W led hardware Shoji no irllled and tapeed in the field, 2.04 FINl3N Finish On doors 00 fromee shall bo AA-N12C22A)l Clear Aaodilei Arch"*ctutal Class I1 coktlnq, 2.05 PRCPrCCT:VR COATING TWO OQ$ts at a clew colorless asthscrylate lecquar sha11 ne applied to all asP0ee4 aluainun surtaces. Qs120-2 • 3.01 FART 3 - CUC13TIor3 3.01 1R MLLAT1�M [rams shall be installed In correctly prepared openings, set plush, *pare, level rid in correct aligoswnt with otb*c Wort. All io[ets shall be fItteA acrarataly, and shall he free from burrs And rough edges. A vinyl door mute shall be installeA In the head and )amb sections as light And sound seals before installing door hinge leaf. Aluminum closures shall be ..ecur&t*ly cut and instilled between finish hardware to effect a flush appearance. The complete unit shall he Clash, free from rattles And ready for +lour Installation. If necessary to claen the aluminum, it shA1l he done with plain water containing a mild soap. No Ahrasive agents shall he wed. Where aluminum wntal touches any dissimilar mete! or ooncrele, It shall he coated With an approved heavy alkali paint. resistant bituminous "two iir S[cT1UMaa �l2C•7 • ADDENDA February 7. 1984 111ClIOf1 15111f LOUVILYS PART 1 - GENERAL 1.01 DESCRIPTION A. SCOP£t This section specifies louvers and appurtenances as required for a complete installation. E. TYPE: Louvero shall be of the stormproot type used for inlet and exhaust air for ventilation to a wastewater treatment plant. Louvers shall be Construction Specialties. Airolite, buskins. or equal. 1.02 PERFORMANCE AND DEStCN RF.O�1R£MEN"•S A. GENF.RALt All equipment furnished under this section shall be the product of firms regularly engaged in the manufacture of this type of item and shall he of a single manufacture. R. PERFORMANCE. AND DESIGN RFQUtREMEMTS: Wuvers shall be suitable for air supply or discharge service and shall be shed as shown. louvers with any dimension greater than 24 inches shall be considered large louvers and shall be a minimum of 1 inches deep. Small louvers shall he 2 inches deep. Maximum pressure drop through any louver shall not exceed 0.06 Inch of water column at 500 feet per minute velocity through Its free area an determined in accordance with AMCA Standard 100. C. STANDARDS: All louvers shall bear the AMCA Certified Ratings seal for both Air Performance and Water Penetration. I S879-1 phn? 2 - PRODUCTS 2. `S NA"TRIALS Louver frames and hla4e8 shall M of 606)-TS2 extrdae,l alwtthum alloy. louver* shall have an aluminum finish. AA-N12C29431, Claar Anodized, Cless II. LutAvor bird screens shall M removable 1/2-Inch moan, 14-94ge aluminum secore•l within a 10-"qe entruiod aluminum frame. All fastenings Shall he stainless at.eel. 2.62 CON!ITRItCTinN A. RU1ntBl nlades shall he of the fixed type with interlocking blade braces to provide an uninterrupted horizontal line. Louvers shall have a canter nettle to enhance weetherproofinq. SliA*&hle interlocked eullinns shall have provisions for expansion .v,A contraction. R. yb AMf:vi Louver frames shall be assembled by welding. Naods, sills and Janina Mall he one-piece structural members, an-i shall hove an integral calkinq slot and retslninq head. C. RCREP95; movers servinq ventilation vquipment air intakes or exhausts shall be furnished with a removable louver bird screen mounted nn the interior face hot independent of the louver. PART 1 - PRP01 7,lON 1.01 INSTALLATInN flquipment specified in this section shall he oligneA, connected and installed as shown and In tecordance with the manutecturor's recomnenlations. A bituninuous coat shall be applied to all aluminum surfaces in contact with concrete or masonry. •`rND OF SttTtONI" lsa�s-2 :[xwe t y r ..ro••eA., i M t , lMe .w.rOl,.I,A WN.i!•. 4 �y, 7 sM• • .y�: A 4••1 �...MrR.aD•1/•MYs Ii .+mot.�.t M t�.Y.� • •Y,IYN fiTpY M 1 •� f'P .••• Y1..14 MI'ww YM M't t ' . •M.+.. a.Il.t YuiMl.lb Y.I ^. 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MAq tMN PAN •"� r w • L .t,.�,.�,rr�tt.�.�w,,WNW AM CALWAWL fiIto- 12 r► ems-- --- �s�►•� L..Z,.�s.. acme* 3lA+c JwMr :7mrwr. 1Yw"""� do%TW A t'ifWr Mtl*J+ean4wwr 5cal�sr►z.,e t w� •rcw C]f.w %*P"w C/lMw�nt'^aA MM OFr..vre :.MW+. •� also ft%ffAw$"w~ Ll.a rwb..v tlgewv W ra.a. ="k.t�p11y�1. Vd{a'RM� �1+yM.Mkf 1YM„Y-: ml r, 4,.e - JILML T r%wfto� .I _ __.._L 'will la- wO A SL. 4nt.4"JU 'r��'�r1�irNrrw+� ww.r..w.e r..wa►.w�ruA r.rww DIV,S 11 NEC""lCAL P.AlS Titl• ISM PRECAST CONCRETE MANHOLES 15026 PRECAST CONCRETE UTILITY VAULT! 1-5056 REINPORCED CONCRFTE PIPE 15062 DUCTILE IRON PIPF ISM GATE VALVES 15; 11 REDUCED PRfSS�P; PRINCIPLE RACRFLOW PREVENTCRS 15170 FLOW METERS 15100 INSULATION FOR E%PC ED PIPING AND LQUIP%tRT IS150 ELECTRICAL NEAT TRACER TAPE 1SS0f PIKE RYWANTS secTtoM 1so25 PRKAST i.ONCRE'TE MAMROLE! TAR. 1 - GRMnAL 1.01' SCOPE This section provides specifications for standard precast concrete manholes. TART 2 - PRODUCTS 2.01 DESCRIPTION A. PRECAST CONCRETE MAN4OLESt Precast concrete Mnnhole sections shall conform to the requirements of ASTM C479. Cement shall conform to ASTM Clio, Type II. Sire and length shall be as shown on the drawings. B. MANHOLE JOINT GASKETS, Joint gaskets for precast reinforced concrete Manhole sections shall be of the rubber gasket type and shall meet all requirement$ of ASTM C-443. C. MANHOLE MASONRY UNITSt Concrete manhole block shall conform to ASTh C139 except that the nominal horizontal thickness shall be 4 Inch" treasured radially. and semicircular grooves, 1 inch diameter, shall be scribed in the ends. Concrete manhole block shall conform to ASTM C53. 0. MANHOLE STEPSt All manhole Steps Wall conform to the requirements of ASTM C-478-90, paragraph 12 and current OSHA standards. Steps Shall be injection molded copolymer polypropylene that encapsulates a 1/2-Inch diameter, grade $0 steel reinforcing rod as manufacturvd by M. A. Industries, Peachtree City, Georgia. As an alternative. Contractor may install stainless steel (type 104) -tops, 3/4 inch in diameter, 12 inches wide w'th s )-inch rise in each step. 13025-1 1.01 • TART 1 - KXitUTiOtt 1.01 MOMES MsMoles shall he installed over 6 inches of Crushed rt-ct. fill Class U. A11 lift holaS oust he gtouted from the outside Of the nan+ole prior to hackfiiling. Solid manhole rise in paved areas or shoulders shall be installed flush with the pavesant. Solid rise in unimproved areas shall be mounted 6 inches aecve the ground surface. All pipes cone*cttnq into the msMole Shall hie fueled at the manhole with east-ln-place. Coned concrete collar* as shown on the drawings. Smaller diameter pipes :le*s than 12 tncnea` sha:t t+e iMtailed with Kor W Sesl connections or approved e..paal. 1.02 NANROLr STEPS Manhole steps shall tw instilled one toot on center in all menholea. eeEWO or secT1oWs 1S62S—I SSCT101. lso2g ►RRCAST CONCRETE UTILITY VAULTS P&M 1- OtKMAL i.or t1RSCRinums The two utility vaults Muse the water rotors and backflow preventers for the fire protection CN piping. 1.02 SUBMITTALS TO K PROVIDED The Contractor Mall provide submittals In accordance with Section 01100 for the vault and accessories. ph*? 2 - MOW.'TS 2.01 De SCRIpTtoN A. SERVICt CONDIT N: : The vault shall be constructed se that it can be buried and house -he fire protecticn myatea Wckflow preventer. water meter. end valves piping as shown on the dtowinpa. S. ►arCAST CONCRlT[ v:."UTS Precast mnervt• manhole sections shall contort to the requirements of AS" CITS. Cement SM11 conform to AST", Cl]0. Type It. Site AM length shall be as shown on the drawings. C. VAULT JOINT OASR[TS. Joint "skate for precast ret�forced concrete manhole sections a all be of the rubber gasket tape and Snail meet All requiresents of AM C-411. D. VA.LT STCPSi All 'cult Steps gull conform to the requirements of AST" C-172-00, paragraph 12 and current OWA standards. Steps Shall be Injection molded copolymer polyprepyl*M that encapsulates a 1/1-lath diameter. grade 60 steel reiniarcing rod as manufactured by M.A. lmdeetrife. iea •hcrN Clty. Q0 pia. As an alternative. the Contractor way install stainless steel (type 104) *tape. 1/4-inch in diameter. 12 Inch" wide with a 1-inch rise In each step. 1SS2S-1 • � t.al n. S TM fault samefacterer Mall perform a factory test to demonstrate that the wabol♦ steps an capable of resisting a pullout force of IWO pesods. Tba metbod of firing srsbola step• to the that section shall be identical to methods era eandlttona wells .kick manbelme for tic prolvct arc so constrrcte4. A testing ""rates ahai' be met up to •eat four msokole stops in a stsnaard 12-SOM Mabole riri section. ?We test %!)all be performed Mithin 10 &eye7�of' notice to rreeeed and Mali me w:tnesmed try the bpiheer. e.a!M eineer shall be oatifted at least two weeks in advance of the testing dot*. t. VAULT CIVOI11G&I Vsu:t shall have three tl-inch a 42-inch hinged Lt-inch Alusinue checker plate covets. MI seven aball be aaaane VIVO ob""oaa atael# belts p"10*04 all "Mlsake stall be how a eau aaae act the Ceasamabsc Mall PMWL& four Rays. ►. %AULT DSAtNAGf fault shall have a floor drat- as shown on the plane that can be attached to a a-IksO dts►a pipe. ►APT I - titfc"10" 1.01 VAULTS instal vaults to soot ail City of Renton roquiresenta. Vault* shell to inst.11ed over a slnimus of 6 inches of crushed rock. Vault# shall tw located inn a non-paved area. pyVault and pipe entry stutllof R)i+� r�MMoieffift a41ed11 a SOU be Vx"shown in V. emsesr bott aide.. Sopply concrete support pads for the volvea and pipe as shown on the plan.. install 6-inch, floor drain as shown. "KND OF STMON" 15026-I �,...�'mot+...,•r� �� �� ' !���/ ++wrv• rri+«r 1 • +. W Mi M�!� \A. O' � • +f \ 1 7'.• w +Yw • •••Y�M+�l+ VR.! • r �.P r • au ►l as . . w it w Wa A1.i.► t It�T bM :I' 001ILt CMCK vKVC asurKv \ cam .owacnoa NOT at watt WATER STANDARD DETAIL CITY O► IKntON •�• OapMTMml or /NSLIC NiO1Nti �• •• SMIOM Ism m9I"v"_4kCED COM MI PIPE ►AfT 1 - CEMO U. 1.01 teSCRIPTIO" A. SCOPE, This section epec"to reinforced Concrete p=pe for store drains. B. OrrINITIONSt 1. PIPE .IOINT% The area aMrOX AStt*IYD Pei InchesI*nqt each way from the Centerline of the Visible gap 2. PIPE LE"GTMI The pipe between two jointal part Of a pipe Section. ]. pipe s[CTION: The reach Of pipeline �Atween two Successive Sa Moles. 1.02 QUALM? AMR"" A. RErLAENC ES This section references the following documents. They are a port of this section as specified and modified. In Ca SS Of conflict betwe*n he ontS Of nd of the iletOd documents. the n S t sectionhis se therrquyresentS Ofthis •etL a onnhallopre""' !1wenCe Title ASTM C16-19 AIn Pewr Pip e Concrete"anhot08ete Culvert. Store Drs" 5nd-7] Catch gsoins w and units for construction of APT" C13f ASTM Clio-so Portland Cemsnt ARTM C701-7s MainforCed Concrete Low-Me►d Prefaure Pipe AMN C161-70 Cults"f Pipetor [Using "ucular nbbert and GaaMets ART" C470-79 Precast "ainforeed Concret♦ Manhole Rt:tiona 1SOS6-1 1.02 A As" C497-79 standard WJ)ds of Testing concrete pipe. Secticna. or The AMR Ce00-77 Instollatio.. of Cray and Ductile Csst-lrty„ Crater Mains and Appurtenances �. OtIll"N CRITERIA..t 1. Unless otherwise specified, all pipe shall he ASTY Cit. Class Iv. 1.01 SUBMITTALS The following information shall be submitted in accordance with Section 01300 and paragraph 00710-).05. A. Fl RR1CATION DRAWINGS: Drewi ,gs shall illustrate details oti wall thickness, pipe 2oint. )pint gasket, and reinforcement. Reinforcement details shall include the type of cage, the location of the cages it the pipe wall, the sire and spacing of circumferential and longitudinal reinforcing steel, and the cross-sectional are+ of reinforcing steel in each cage ^er lineal foot of pipe. The gasket details shall include the dlasrtor of the crone section and the circumferential length. R. TEST RESULTS: The Contractor shall provide rosults of the following tests as specified in the referenced paraerapha of this sectloni Test Para ra n 1. Concrete compression 2.02 C.2. 2. o-load ..02 C.l. 1. Rydrostatic 2.02 C.4. a. Gasket 2.01 S. S. Procedures for pipe acceptance 1.03 A., 1.01 h. ►ART 2 - PRODUCTS 2.01 MATERIALS A. PI►Et Cement AM C1St, Type 1I. 1SOSs-3 .' METRO TREATMENT PLANT I934 W-749 4 Corresp. 2.01 A a. rAURTS I "okets shall be A syrthe'ic rubber eovVOU d consisting of not less than S0 percent by volume nouprene and shall be free from fatice, reclaimed rubbot. or any deleterious substance. Gaskets shall conform to AM 4e1, Section S. TRe Contractor shall provide certified COO" of laboratory reports from his gasket supplier indicating conformance with the specified requirements for Poch shipment of 908kets. 2.02 MAMU►MTURF A. PIPES 1. G►.NERALt Reinforcing steel for each length of pipe shall be held in place tnroughout th. Casting Operation. Lift holes are not acceptable. 2. pipe shall be manufactured in -onformance witn AM C7t. Joints shall be rubber gasket conforming to AS" CII). B. Rl1BBER GASKET jelwrs: Joints shall use either concrete bell and opiaot or double spigot and sleeve. In the latter cars, the site'" shall be A reintorcoe thermoset plastic collar or a steel band. It the steel band to provided, a minimum of 16 mils of coal tar epoxy coating shall be applied in two costs of a mils sinimun par cost- C. TESTING AND INSPECTION: 1. OENERALi The Construction Manager shall be notiflge of the place and time of teatinq 1 weak prior to the cOFter.cesent of testing. 2. CONCRETE COMPRESSION TESTRt Compression tests shall be as specified in ASTM C76. 1. D-LOAD TESTS' pipe shall be tested in occordanc# with Section 1.1 of ASTM C76 and ASTC C197. Loads used for testing shall be the load to produce the 0.01-inch crack or the design test load, whichever is the lessor. one percent of the total number of pipes. with 3 mum of three pipe lengths, of each class, site and wall type inim bo totted. i. HYDROSTATIC TESTS, Pipe specified to meet hydrostatic etrond in Sectigonh9`4. bothnt& Shall be pipa And ointstsshhall beatest+ed with As" 76 1 • The number ISOSA-1 � s end method of selection of pips for testing. as wall as the derormiftetiao of evveptobility few delivery to the )ob sits, Shall =w In accordaeec with AKA Clal, per"raph 1. D. tJflr<>rtl AND NMLS t 11pe Nall be fabricated in twrimal lasgthe of at least a feet except where shorter longthe are r*quit*d to Rant ►POC441 conditions. PANT 7 - YXRCVTICtt 3.01 pipe LAYING Preparation of b*dding and backt)ll shall be as specified in Section 62200 and the drawing details. tape shall be laid With ualfoas bearing undst the full length of the bart*l of the pipe. The Interior of &AN pipeline "all be Cleanse of the work progresses. Tho line and *Tads of ary ens pipe Mall not deviate sorb than that SPOCifiad In the follewitq teals. The allowable deviation as not Cusolsttv*. Maas" deviation per P�irnath,_fe�t _x�lenetn, tees 6 0.0♦ 10 0.01 12 0.11 if 0.16 Assesbled pip* joints ►hall two kept in eonVrosai,• , .:ne ; t t! . the placsaent of the initial baektill to complete . 3.02 MINTING Neither mortar nor buttering Compound is atcootabj* on *Athol the *xterlot or interior of the joints. 3.03 PIPkLINS aCCtPTANCt Actor beckfltling and restoration of surtaces. pipelines shall be Classed. pipelines 11 Inches or less in disaster she U " cloansd by the sewer bell metbod oaks" the plpal►no can be shown to be clean by visual inspoctiol. No leakage tests ate required. "t" of, MTYCM•e 1SOSM* r SStTION 130iJ DD T76t 111pt� rut: ' AWL SeSC>tI"Joe A. k-00g, tion •f11 ems'iostoteP aPo�lUes d"refls Sr an ftastteNhww f`r cast A M1 ftes Piping a�tlMMs~r't Oule or fray , th S• W1111T10" C1 ty rater (Cy) y� Pipe In agar,Where Cost Ow"I" ire' Plpplpo is sueef(I.q 1.02 Mt►tteCw is • � the tots and s)'Ool aMif s M"Is sort t ofthis"0'•1 teferonc aslstet be section th'f rp dfo ciepe " thet specified squsaden te.de•osdts• the l r441ent of a I n oY are µS7 ro , rsanes f section o of f• pl coo* of thectlon PIP* Prevall. ANSI 514,1.75 Pg Threads eCacept Drri.al( Ca AN3t 014,J,1-72 t ^9I n P1Fe rlsnges and rlanpad rlctf 4NS1 011.1-» Square and Ner Molt• and Screw bar ►iplrgs Includes 8 VAdend >7, Suaasr 74, aS a of 77ITS ASTtt A710„70 Addenda 4ti1y C101. PIP* apse. for ctile pn Cu (Att=t A21.��1 ri7t inSr'o 'd for thThI aM�s D►•lgn of CastAk"A C110.77 arts of rIp ThiNheag 'AtfS1 C21.10-10771 Standard (pr era Iron rlttAngs, JY Iron and Ductile 400 Cill-09 for uetor end Othet�L lAr "h 40 IACI. t ANlt 421.11_1979) tquldg Weed. I(.00nt a~iego,*,r "aAst Jotnt• for Ps and fittingsy iron Pressure 1304J_1 1.t2 MSIA C11S-75 Standard tot Flawed cast Iron and (NISI A11.1S-197S) Mettle Iran pipe with TAreadsd Flanges W16. CIS1-41 Standard for Mettle Icon ►ipe- (AMtI 21.S1-ItNI centrifugally cast, in Hold molds or Sand Lined Fluids for Water or other Liquids wn c10!-ti, standard for Cea+nt-Bortar Laing tot Am" 121-l-1t101 Cast iron and Ductile Iron Ttpe and ►Ittings for Water ANWM CIO$-72 standard fir polyethylene Encoo"w t j"St A21.S-1S721 for Gray and Mettle Cast iron piping for rater and other Liquids 1.01 tNroUtAT1oN TO K FaGYIDEC In accordance with paregraph 00710-2.05, the Contractor shall Provide thl following, 1. shop afnqitr hljoints. o all lotnts a•u Identsy « al raated 2, Certification that each length of pipe haw Leon tented physically for ductility an7 has satlsfactoctly passed Wch toots. !. Certifications Specified in thefDllawirq doCuaertss AWMA C1S1, parsgraph S1-4-1 ANSI 21.S2, paragraph S2-4-2 Alin Azle. parwrapA 4.2 AMID Clio. pawaph 1".) AWMA Clli, paragraph Also CI IS. paragraph 1S-2 2 ♦, Details of the tension joint restraints. pan 2 - pwxx)m 2.01 GEN[ML pipe "sign, materials and manufacture Mall gMly wltls the following dotvnentel 1"62-2 Item Document tillckmes design A~ C150 tlB Afte"rimg repuicsmants Mhter or other liquid AIM C151 Gas AIL{! s1.S1 Ormeity service pine ABTA A716 dmints Rubber gaskvt AIM Clll threaded flange AMNIA Clis tittings AIM C110 Cement mortar lint" AMIA CIOa 2.02 PIPt All ductile Iron pipe shall be ANSI 21.S1 and Shall W cast tcrem paler-C1 T ductile iron pipe, Class S2. Pipe shall be easent IiA�d. . 2.01 GASKtTS Gasket atoCK shall be a synthetic rubber compound in which the elastamer is neoprene. The compound shall contain not less than so percent by volume neoprene and shall be it's tram tactics, reclaimed rutb*r and other deleterious substances. 2.0e PLANGE AEBENCLItS Flange as Sfmblle# shall be provided where required. C*rrosian-reelstsnt bolts and nut# for use with ductile iron joints are an aeeeptsble substitute for alloyed bolts and nuts. Galvanised or csdmlum-plated steel bolts and nuts ore not acceptable Substitutes for stainless steel. 2.05 301NTS A. PUS"-ON AND NLCNANiCAL JOMM ►ush-or joints may be utiltred for pip* sections not requiring joint restraints. Par pipe Sections requiring restrained joints, mechanical joints must be used. The plain ends of push-on pipe and mechanical joint pipe Shalt be marked with paint to show the required depth of penetration for making the joint. B. 11[CNANICALLT aESTMINED JOINTS8 Mere required, all W#chsni^ally restrained )*Into shall be aS shown an the attached detail, 07wnalon Joint for Ductile Iron ►ipe•. welding at the tension joint ring to the pips Shall be partormed at the manufacturer's factory or under their direction supervision. 1S0a1-1 2.09 C 2.06 ►ITT[)NJ "a shall be flanged. Mcchanical joint or pushTon to suit the conditions specified. Cray cast iron fittings may be substituted for do"it* iron fittings provided they conform to the specified regsireaents. All fittings shall b- rated for a working pressure of 2p psi_ All tl%%Ibg* rsorlriag restrained joint* slmail limes 40zha4c" j06044• 2.07 CE"ENr maltrAR LINING Interior surfaces shall be cement mortar lined in accordance with AMMA i106. COMeAt shall be AM C150, Type It or V, low alkali, containing less then 0.60 percent alkalies. 2.00 pOLTETMTLENF ENCASEMENT. TUBING Polyethylene encasement shall be polyethylene tubing 6 ■11s thick. sited to fit the diameter of the D.I. pipe conforming to AST" D1284, ASTM A671, and ANSI Al-$. it shall be Close C. Adhesive tape shall be used to secure the polyethylene tubing and shall be at least 2 inches vide with plastic hackinq. The tape shall be Polyken No. 900 ,polyethylene). Scotchwrap No. 50 (poly- vinyl), or equal. 2.09 COUPLINGS Mechanical pipe couplings shall be constructed of ductile or cast iron center rings and end rings in conformance )c ASTM AS16.71. Couplings shall be rated for a working pressur+ of 210 pal and shall be Mealaa model S01 or Dresser Style S1. All bolts r,hall be alloyed with approximately 1/2 percent copper. 1/2 percent nickel nd 1 percent chromium. The stop {if provided) *hall be removed from the middle ring. 2.10 TRACER TAPF Tracer tape shall be 6 inches vide, yellow itnd rmde of inert plastic arterial suitable for direct burial. Tope shall to capable of stretching to twice its original length. Two messages shall be printed on the tape. The first 000*490 shall read 'CAUTION CAUTION CALRION WATER PIPE )%URIC) BELOW* with bold letters approximately 2 inches high. The second message shall r*o2 'CALL RENTON TRSAT"ENT PLANT SUPCRINTENDRItr• with latter$ approximately 1/4-inch high. both message* shall be printed at maximum intervals of 2 test. 15062-6 3.01 MR)' 1 - tr3CVTIGr ,. 1.01 GiNERAL AMMA ca00 pipe *hall be Installed 1n acen+d°nQ° tin' �° drar ings and City at .Renton standards tsse att 3.02 MKWPAGEof "rust block anchorage °hall be Pto°0 sd as along on the *t h Renton'e Standard Plans for any instilled bend* along a pressor* to streat. "Cost block° shell be designed for a Pipeline pnuure of with soil sate barring 10" owscity of 2,000 pet. 2S0 pal pressor*Calculations and wit alternatlw anchorage *hall hSrp0 for prnpoeed be subaitted In accordance With Section 00710-305. All fittings and valves Within theinta ea shown on the rttaened Renton treataent Plant *hall be restrained with tleslble tenalon )o retaidetail UnIrin4 therwias shown be allowed- re the drawings- No field w ld/nq of will 1,0) FLEXIBILITY ter and Unless otherwise "C"ted. PIP Sn9 Ma11 De provided 2 inches In diarewith p pe largsc pas*/nq Lrau concrete to earth the eo. Plings or fle•ibl+ Joints to *PeciFled all be 3 teat otrith one stricture. Steel and ductile Iron PSI *hall ov provided such cpuFllrn9 or joint r other PiP° aha11 be Provided with two •uen couplings or Joint*. Nhar* required for resistance to withAPressure, a°Moaicalecou1 ling ndh 1911� rained in 0000 andtS•Dle* 19.7 nddll+cB,witty ANNA 1,04 ACCE►TANCE TESTING -squired to All newly installed water and fi ins willest' be p pipes• sill pass the City of Renton • standard Pressure be subjected to a as, of 2SC psi for 15 sinu t°the SiS-r loss in pressure greater tin a Da: will be a1loWed Ourin9 Interval. Taw Contractor shall notify the Construction Rrnayet three days prior to pressor* testing. 3 O5 PDLVI'TNYLENF TUBE ers All rater rains and tin PSPinq atoll t% encased halll be ain sospealfied Of palyethyl°ne. Installation of polyra specifications, Fttvings in ,HS1 A21.5. Section 5-4.2.1 andngo shalllebe K sPMd ittind pipe, lfetlaga. wham, and coup ed Prior to placing ens that require concrete blocking ohs' l be `Rapp concrete. The Polyethylene tube Sears and overlaps Mall be wrapped and held in place by adhesive tape. ISOa2-S 3.06 OtC7l0#IriaT10M Upon completion of all teetiait, tnt Contractor shall tlusa and dtelnteet all voter maiha sad lire pipinq oyo wA in aeeordenee W:th the city of Renton etaederM toee atta..Medl. I.Oi TWO UPC tOTIU.IATtOR Tracer tape ahall hn lnatalled apprcalart*ly 7 toot aheec all us of and fire pipeline*. ••tit^ or flCTlOt•• 1'061-e Fan., k/a.i Q.wL I v. �a'ti/ ► � ■vvr ■ N � A * Cut from&Ktw Iran Pp• PIPE 512E BOLT SIZE AND obA '9 PI-E SIZE BOLT SIZE ANO . a• 1�. ?1J•- .71 t� /7•i/i r i li t- ,!O • • - loco■•i• a 1"* .70 is /i.3w•. lfy • •. Ui I■ 7 Lo •I/T .50 7o VA.an s r•ui b 11M ,•p !O •• bm'•■1l• evt' Ao N IS- I Ori4 1l/i .•o tt • • iN •■ )l� 9117' 'A 7o SD- I* 0%10 ltli .00 W a• iri•■i N 1- .00 M tN• i- 0 r a Ili 7 iN` .•o TENSION JOINT FOR DUCTILE IRON PIPE �`/�% ■ .| � , �\ » § ■ . � � •n � � ■ « | 161 | �� • � k S; 1 % z " ` t , -4 - � - Ir � § • p | � ` � ■ �� � ) � , ■ � � � ■ A y | | � | � %| , | �� . � ! � . �� | § § |!| � ■ ' � t � . • . | , | i | f / � | y � � � ( � | l � � • � | ! � )/ 99 ' � � j � � ' ±y & ! 4 j � � ■ § � Iso | � � ' ■ . _ .� % , � _ , l � k � �_�� • _ � | ƒ � ■ � � � � � ` •� � ' �� .� � $ W $ a 2 & ■ / -0 � 'lot ; | . ! ' � ■ t ` { k � ii I \! gi■ ,A ! . . ; ! 2 • | | : : � ' : � ■ � � } m . . . # ��| ! ! ! i% � ! �� . . • ! ! ! , ! � -mom | | ! � |, � � ' | � � � � � � | | | ii§m ! i | ! .ƒ ) i ■ . . $ % ■ ƒ � . ` ! ! ! ! | f �� | } . � 296*. m � ) { ■ — ( ' � ■ . • \ . 3 � , , ■ | � fail , _ © If | . | s ■ � 9 A § § & ■ All � �_Ll 7 ■_ | � ' • � \ ! ■ � | �| , � j ■ ' | q |. . . . . . . . . . . . . . | . . . . , � . . . . � !� | :■ , \ | tit 11M hill :lac t'''i .t i 11A , ' t aw of t! � stiff if t4i! 3 y t i _wr «crow rr• �� r r�—�+a r 1A IF• •IY•M�� •rIw- nra►�. e' kv.-nn axlw� �Scy�ir 2v WATER STANDARD DETAIL DETAIL CITY Of mazer" i iI=i .t i� list r ( fait I i, ul gill t; ; 3 � f _ t� tfusst � i z . pass* Sep fit �(Ij d6Al lapis ��i is SECTION IS10I GATE VALVES PART 1--GENEML 1.01 DESCRIPTION This section specifies true-body, bronre-mounted, solid-vodge gets valves. 1.02 QUALITY ASSURANCE A. AEFLRRNCESt This section references the following documents. They are a part of this section es specified and moditf*d. In caes of ConfllCt between the requirements of this section and those of the listed documents, %te requirements of this saetien shell prevail. Pa[erance Title ANSI 316.1-75 Cut Iron Pipe Flanges and Flanged fittings AS" A126-7* Gray Iron Coatings for Valves, ►langss. and Pipe Fittings ANNA CS00-40 s-..sndord for Gate Valves 3 Through ed inches NP5, for water and S*wage Systems R. DESIGN CRITEPIA, Get* valves 3 inches through as inches in miss shall eewply with ANMA CSAO, including applicable hydrostatic testing. Gate valves smaller than 3 inches shall be iubyect to hydrostatic tests at ISO pwreoh� of the service pressure. PART 2--►ROWC" 2.01 MATERIALS Materials of construction shall be am follows. Co%2Rn*nt Nato a1 body I inches and smaller means* Lar"t than 3 inches Cut Iron, AS" A126, Class s 1S101-1 2.01 wedge 3 inches and smaller Bronze urger than 3 inches Cast iron, AM A126, Class B Aounting Bronze stew Bronze. AWWA C500, Section 3.12 Seat cloys Bronze, Grade A. AWWA C500. sec:lon 3.4 2.02 MANUFACTURE A. GCAERALt The body shall be provided with screwed-on "aOr submerged ga�ed gate valves shall be rising stew type. Rising stew submerged 9at valve■ shall be of the nonrising stew type• vvO shall be provided with a Teflon braid packing. Nonrisinq ate" valves shall be provided with O-ring stem seals. B. END CONNECTIONSI Gate valve end connections shall be flanged or mechanically joined as speclfird. Threaded ends shall not be prcvlded On gate valves with and connections larger then nc End dflanges lled ishall be integral with the gate Volvo body and be hes and accordance with ANS1 B16.1 for 125-pound flanges and meet City Of Renton guidelines. C. MANUAL O►ERATORSs Unleu specltled otherwise. valves less than 12 inch elze shall be provided with handwheels. and valves 32 inches and larger shall be provided with geared operators. D. BYPASSI All gate valves shnil be provided with a bYpa+s valve as shown on the City of Renton's standard plan for 012-inch Gate Valve Installation'. we Section 1S062- 2.03 PRODUCT DATA The following information shall be provided in accordance with paragraph 00110-4.022 1. Affidavits of compliance, as required by ALMA C500. 2. Hydrostatic test results. 2.04 APPROvED SUPPLIERS FOR FIRE SYSTEM v proe d got ri syste�m ompany A-2)BO-lysdrmt beta on the lice Protection 1`.101-2 ).Ol PAIR 3--11RtUTic% 3.01 cluftAi. Gate valna shall be installed in the closed Position. All gaCr ulna in sootAaest 7t6 street, and Mere 1s410gted as the plans ss hat- v4sItad, shall he housed in vaults as churn on the atftp.of Renton's standard Plan '12-irch Gate valve Installation-. N Section 1S062. "END Of SECTION-- 15101-) � s SrCfI06I 15112 SYR 1--titpCWL ooaMPTIOM This section Specifies reduced pressure principle bachtlow pc*venters to be used in the fir* protection systw. 1.02 rQQtpwrwT Pe"OWWACE ltrQUIVat MI ►lry protection $Votes bsCkflow preventere shall the Of f011Cw$: Connection Capacity. not pressure s/ss, tncn .ems` o•a. psi 10 2I00 t 1.01 QUALITY ASSUIRARCT A. sr TCR6wCCSt Sits section retsrencea the fallowing docubnte. They are • part of this Section as specified snd sud/9196. in case Of conflict between the requltaltente of tt:ls SeCtlOn and those of the listee docusents. the requtresents of this section shall prevail. Reference Title A"A CS06-16 Standa-d for saCkflOw ►recent LOn DevlCea-- ke6uced Pressure PrinClple and Double Check valve Types S. Trb?ItlGi sackflow preventsre shall Bret the factory sae f1e16 toot provisions of AMMA 006. C. RMULATDRY AGINClts trshlagt.on State Dep•etnsne of social and wealth Services City Of $enton Requfrom"ts 151122-1 /MRr 2 - PROOIICTs 2.51 ACCtPLASLC PRODUCTS Ssektlow preveaters ac.all be approved by% De.,attment of social Amd Saalth So"I'300 Neslth services Division water Supply and waste section Nail stop LD-11 Olympia, Washington SIS06 Telephones 2060 56-252s 2e6r7S7-NN saeletlow preventers ahs.i Beet flow and pressure drop requirements of paragraph 15112-1.02. . Approved reduced pressure backflow devices seeco Model 6 Model 6CM Model RP CIO-Val Model RP Model RP-1 Craneline Model A rebco Model 825 Hersey--Sew eeeco Neptune Model Mbk-10 Rainbird Model RPA-1000 watts Model 909 2.02 PRODUCT DATA The fellc,inq inforeation shall tse provided in ACC*T.anee With paragraph 00 10-1.05e 1. Atfsdavit of Compliance with ANMA C506. 2, Certificate of Approval am specified in AWWR C506. 2.03 OprkAT10N AND MIAINTEMANCf INPORMTt01+ The Contractor shall submit Operation and Wintenan" information in acoordsnce with Section 017)0. 15112-2 • 1.01 PARR I - MCWTOM 3.01 IeSTALIATI01f sacAflow proventers *hall be installed in Accordance with mamufacterer'e lostructum" A" as shown on tAa plens. Install and toot in oecordonc* with City of Ibaton rpecfticstlono aid reqaftemants. installation and tests shall also Beet all Departaeat of tocfal and s*olth S*rvices requirements. 1.02 TtHP011..RY SUPPORT Temporary support *hail be provided under volv*o at the ttme of installatior to cuter the Pipe in the vault opening. After camplotion of installation, irstall concrete support pad and remove temporary support. ••tRD Of S[CTIOM•• lSlla-1 • s SECTION 1S1T0 ILOW METERS POW A - GIX&RAL 1.01- DESCRIPTION A. SCOPEI This section specifies flow meters for the fire protection system. S. TTPEs The meter shall be a turbine type flowmetsr to :assure cold water flowing in one direction with a fimulotive regulator. 1.02 tvulPMENT PERFORMANCE REOOIREMENTS Ma s i mur Connection Capacity, pressure loss !.Is*, inch SIM +_ psi 10 2,200 2 PART 2 - PRODUCTS 2.01 ACCLPTARLF SUPPLIERS Hersey turbine water meter Model MdR 10-inch, or equal. 2.0: WATER METER Water meter must be apprcwd by the City of Renton. 2,03 OPERATION AND MAINTLHANCE INFORMATION The Contractor shall submit operation and maintenance information in accordance With Section 01710. FART 1 - tXECVTJON 1.01 1NSTALIATION Install meter in accordance with manufacturer's specifications. Installation must most all City of Renton requirements. Install motor in utility vault as shown on drawings. •etllD Or SECTION" IS1T0-1 SECTION 15200 INSULATION POP EXPOSED PIPING MNO EQUIMPT PART 1 - GENERAL 1.01. DESCRIPTION A. SCO►En This section specifies insulation for exposed piping and equipment, Mich consists of insulating material, Jackets, covers. and flashing. C.ctate6 to be insulated include piping and related equipment and appurtenances on exposed pip nq runs under the bridge and on pipes and valves in the two unheated baekflor preventer vaults. S. TEMPERATURE CLASSES, Insulation for exposed piping and equipment i, classified for low temperature insulation and -hall be suitable .or an operating temperature range of minus 100 to plus 100 degrees F and compatible with heat tracer tape specified in Section ISM. 1.02 REFlRBNCES This section references the following documents. Tney Akre a part of this section me specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section anall prevail. Ryisrence Title AST" 3209-80 Aluminum-Alloy bh"t and Plate AST" C5S7-79 Cellular Glass Block and Thermal Insulation ASTM D781-68 Puncture and Stiffn*aa of Paperboard, and Corrugated and Solid Fiberboard AST" 996-30 Water Vapor Transmission of Materials FBDSPEC Thermal Insulation block and Pipe Covering NN-1-32X (19Bi) MGM Thenal insulation, Blocks, Boards. NN-1-5Ses slankets. pelts, Sleeving and Pipe Fitting Iat. Amendment 2 Covering i19711 FEOSPEC Thermal Insulation NR-I-S73b 11968i 15200-1 1.03 1.03 tHrOWLATtON 't0 es PROVIDED The following information shall be provided in s'cordante with paragraph 00110-3.OS, 1. Nanulacturer and mawutsetursr`s type dwsignation. t. Samples, for each insulation Atoriall typo.tOf tep:csl Jacket and closures for fittings. s 3, Descriptive literature and cetalog data for materials to be used showing methods of installation. l• punttur•a and n esiftnesSas of rsti"90 f speeifledor watr v Por ia In Psrag ar phl"oo- 2.03 A. PART 1 - PRODUCTS 2.01 GENERAL pipin0 tnsulation shall be tubular. Equipsent insulation shall be cut to fit the surface. 2.02 INSULATION A. GENERALI Low temperature class insulation shall be of the untcellulor elastomeric thermal, cellular glees. or tiberglsss tyP• - s. UNICELLULAR ELASTOIIERI: THERMAL TYPEi Unicellular elastoweric thermal type insulation shall confora to the requirements of rEDS►EC HH-1-S71. Class T. C. CELLULAR GLASS TMA Crllulsr glass type insulation shall conform to the requirement■ of ASTH CS53, type 11. D. r10ERGLASS TYPEe riberglaas type insulation shall conform to the requirements of TEDSPEC NH-1-S50. 1S200-1 2.01 PI PC AND c UtWAW J&M M Aluminum lockets "All be constructed of ssooth llsish aluatiair Sheet ooaforainq to AM NJ". alloy sm. tssper $16, trite Integral vapor harrier. Jackets spell be 0.016 I"b thick. sheet hotel sorees shall be alrrissN or "Stole" steel. Jackets .hall be "cured with 0.020 by 1/e inch type 104 stainless steel expansion bands. 2.04 PITTING AND VA�Vf COVthq A. RIGID COWTS, Algid covers shall be one piece, presolded covers of polyvinylcaloriw. a. ALUMINUM l'DVGVIi Aluminum covers shall be constructed of •booth finish alueiriaa tonfor*Inq to ASTM cog. alloy SODS, tesper BIG, witL integr., vapor Darr Ler. Covers .hall be 0.016 then thick. C. SOrT COVEAS I Soft covers shall be of the rau"ble type with Trt-coated fltMrglass covers and liner. Covers shall be waterproof end Suitable for outside exposure. 2.05 SNItLDS Shields shall be la-gsge galvsntlwd steel sheet. ♦ inch" long snd formed into a hell cylinder. 2.o6 rLA.9BIBG Pleakinq shall Isola" •laminar Asps, sealeant and relnforcitte. Aluminum cape shall be 20 page thick and Shall be cut to coepletely cover the insulation. Sealants Shall be sa rerarerWW by the lrmulatlnn manufacturer. I1t00-1 ■ t� 3.01 A PART 3 - tRECDTIGN 3.01 GM23PAL A. APPLICATION, Insulation shell be appllsd oeer the beat tt'st'" tape oh clean. dry surfaces. s. PIPE SepromTS$ Maipers, anchors. Pipe quiJes and other Support elements need not interrupt jackets. covers, and insulstion. 3.02 PIPING INSUIJ.TION A. GtOt RAL% Insulation t jacket laps and joint strips provided with l& firsly ether •n0 P adheetve. Pipe shall be provided with the lsainatsd jacket$ specified in paragraph 15200-2.03 A. Jackets shall be Provided with their sews located on the underside of Pipe• place with 2019age 0 wireandLaECostlOfYinsulatingl In cementl of ' S. OUTDOOR AND UNHEATED VAUZT PIPING 1. P1PF$ insulation shall be provided with slumin» jacket$ specified in paragraph 15200-2.0?. 2. PITTINGS AND VALVES$ Insulation Mall be provided wit:. &Imalmu Covers Specified in paragraph 15200-2.01. 3.01 NECNANICAL EQUIPMENT INSULATION A. GEM PAL$ insulation shall fit the contours of equipmeht and shall be provided with 1l2 by 0.015 inch galvanised steel bands. geld Pins or stick Clip* with washers may be used for flat surfaces and $paced a msaiwN It inches *part. `oinl$ shall llob Changered es grand voids tilled with insulating comen ed with the lamina-ed Jacket& specified in paragraph ISZ00-3.03 A- S. LAW TliNPEMTUME CLASS' Insulation shall have joint&, break*, and punctures *&$led in facing with fire-reterdant vapor barrier adbeeiee reinforced with 4-1soh tape. 153W4 • 1.01 �. Insolation stall be provided with a layer of open-wave glass cloth Saba"" into a wet cost of fire-cetardent adh"ive. sea" atoll *"clap at least 1 Inches. A finis Coat of fire retardsot adbmaivo shall be nrovld". C. Oxf►fgCm sgUIPPWWt Insulation shall be provided with a coat of weatherproot nestle and • layer of span-wave Slass cloth sabeddsd into A wet tack cost. Seams shall overlap at lease 1 inches. A finish Coat of weatherproof *matte shall be provided. The total coating thiekrena shall be a sinimum of 1/4 inch. 1.0e SHIELD'S Hotel Shields shell be provided at pipe supports. Inside face of tech shield Mall bt coated with insulation edheslve to prwtnt movement. Additlanal support Mall be provided at each shield as Specified on the drw inq details. 1.05 FLASHING flashing shall be provided at jacket penetrations and terainatlons. Clearance for flashing shall be provided between insulation *)etas and piping supports. A heavy tack cost of sealant shall be troweled over the insulation, extending over the 3acktt edgt 1 inch and over the pipe or protrusion t inches. lietntorciment shall be stretched ever the took cost after clipping to tit over pipe and JaCkst. Cli,nped reinforcing shall be strapped with a continuous band of reinforcing to prevent curling. Sealant shall than be trowelod ov t the relntorcenent to a minima thickness of 1/9 inch. Aluminum caps Mall bf formed to tit over the ad)acent )eckstinq and to Completely cover coated Insulation. Cap shall two Mid in plan with a Jacket strap. 3.05 INSULATION THICKNESS SCHEDULE The insulation disensional tolerances shall comply With the specified standards. The sinlnum, insulation thick"****, erctusivv of )aeltet. shall to as I inch with a minimme Mat transfer ratinq (•He factor) of .S btughr) tog fll ('►/in) at V f. "Epp Or SeCTION" 15200-5 SttCTIQR 152se 6L6CTIkIC MEAT TMArER TAPE PAM 1 - UNIVAL 1.01. 09SCRIPTION This section specifies electric beat tracer tape and control for protection of piping against treating. 1.02 Ner9m ACES Tbis &action references the following documents. They are • part of this Section as specified and modified. In case of conflict between the requirements Of this section and those of the listeo documents, the q ra,,nts of this section shall Prevail. Re f et et. Title ""A ICS-We Industrial Controls and Systems 1.01 1NPORMATIOAI TC St PROVI M) The following information shall be Provided in accordance with paragraph 00110-1.O51 1. Manufacturer's product literature. 2. Certification that tracer tape can withstand temperatures specified in paragraph 152$0-2.01. 1.0e ENvt WNMCMTAL CONOITIO"S Tracer tape system shall be suitable for continuous b`e tatlon outdoors in environwental conditions as specified in Paragrayh 11000-..06. 1.05 AIPLICATION Eloc.ric beat tracer cape shall be installed on all exposed Piping below the Southwsst 7th Street bridge and in the two b•cktl0v Presenter vaults. PART 2 - PRODUCTS 2.01 ACCEPTABLE ►ROOtKTS Electric beat tracer shall be Ray Chem XL-T►ace. Or equal' as specified and soditiwd in ths following Paragraphs. 152SO-1 ' • 2.02 A. • 2.02 FSATURM A. GRI CRALt T[ac*r tape shall Consist of self-liattinq, parallel circuit construction with a continuous inner core of conductive material betwaen two copper bras wires. The resistance and basting capacity of the Mating material shall wary in response to Pipluy temperature ehorpes. Tape shall withstand continuous exposure to 1S0 degree F temperatures. Tracer tape shell operate using 120 volt AC, i Phase. 60 Rr power. Tracer tape shall be provided with copper shield and flu0r0- polymer jacket and shall 4a11e a thermal rating of a watts per toot at SO degrees P. 2.03 CONTROLS A. GENERAL: Lach length of tracer tape shall be controlled by a thermostat. Thermostat shall be Provided in an aluminum, WMA 6, watertight. lockable enclosure. Thermostat and enclosure for the bridge shall be mounted in the backflow preventer vault near the "at end of the bridge. Thermostats and enclosures for the two Sections of heat tape within the two backflow prevent*[ vaults shall ale M mounted within each backflor preventer vault. Each length of tracer tape shall be provided with a signal light wired to the terminating end. Light Shall indicate that t*P* to energlxed. a. TYPE At Type A thermostat shall control by senainq ambient tasaperature with the following characteristics$ 1. Ratings 12 amper*% at 650v AC. 2. Control temp*rature range: 15 to 160 degrees F. 3. Calibration tolerances 2 degrees F. a• Sensor NOWials stainless steel. 5. Exposure temperatures -65 to 1.40 degrees F. 6. Temperature settings 15 degrees P. ►ART 3 - EXiCUT10N 3.01 GrNEMI. Tracer tape shall be fastened to pint ps and v*lvvs as recommended shall manufacturer at intervals be Provided in accordance wrth Section 1S200 over the tracer one toot. on tape. 15150-2 sectlau 2xsa PINE HYDRANTS PAM 1--GENZA" 1.01- DESCRIPTION A. SCOPE This section apocifiee fire hydrants to be used in the fire protection system. D. TYPE: Fire hydrants provided under this section shall be two-piece standpipe and stem, compression .Auto!!, dry-Darrel type. All fir* hydrants shall be approved by the City of Renton and shall conform to thF attached City of Renton Standard ►lan. 1.02 QUALITY ASSURANCE A. REFERENCES: TTie section references the following documents. Tbey are a part of this section as specified and modified. In use of conflict between the requirements of this %action and those of the listed documents, the requirements of thin section shall prevail. Reference Title ANAA C502-90 Standard for Dry-larval Fire Hydrant@ UL 24i,-79 Hydrants for Piro Protection Serviu R. DESIGN REQUIREMENTS, Fire hydrants shall conform to AHWA C702 and shall be listed by Underwriters Laboratories Inc. in s•vordance with DL 246. C. TESTING: Fire hydrants shall meet the factory and field test provisions of MINA CS02. D. SllM11TA[S Any substitutions must be approved in writing by the Renton Fire Department. ISS09-1 • Lo1 • pan 1--rso0UCT0 1.01 accepTAbl.t r mowx" fin hydrants shall be Corey type tin hydrant 0"1tollove 2. or f-9110 as *b ee orn, fific states cast Iron pipe Company as approved by the City of Pont*". A. IwJT t The Inlet Onall oe a sit-inch sechanical )mat inlet with lugs. 0. Rain VALVt ORMINGt The nain valve spent" shall be S-1/4-inch main valve t:peninq. C. NASE CONNECT1O4st The home Connections *hall b* two 1-111-inch hoe* Connecttoha national standard threads. D. PURPER CONNECTIONt A tour-inch pumper CCnnection with City of Seattle threads Shall be provided. I . OPERATING NCR The operstlnq nut Mali be a 1-Ir4-1nch pent Mon. I. ►AINN fire hydrant to be painted with two Cost* of pain, preservative Point No. tl-Ila, International yellow or approved equal. 1.01 VVMUCf DATA The following information *hall be provided in accordance with paragraph 00710-1.0st 1, Affidavit of conpl.anc* with AM& CS01. hacords of standard testa. fAkT 1 - 13MCVTIGN 1.01 Ilse NYMANT A669N►LY A. "UT CFI ago shut Off to the hydt to *001101 CCGM"l%y�1100--1a housed gets valve. In ■& reMniul >eln4 *qenra IS501-1 3.Ol A i two-Piece coat iron Valve boa, equal to etch Volvo caapary, ataaMrd vg_im:b top aivw boa &%&IIihaveith tbs worda`WAT"* on it i bass SDCticft n raised letters- at' b. Wlrta CiD4YMMON Past er ocnaactice to lace roadway. C. wit Mae to be a ainiwo 16-inch a t-inch a 4-Inch concrete block on I cubic loot ainiatat washed gravel Paasl'y 1-1/2-lnch and retslnod on 1/4-insb aa'sbod tog drala.- 0. CoKWTI SLOCSING Concrete blocking as required. 463ND W SECTION" 1!!Og-7 L:..=:.- "Ir .. • R.M It[r'rOM «•' IreE t Guam POSTS .Y..Mr Y1. wY.WY.•Y..•�.w• wr WR • .w•r'i..o:" i i� 1 Y✓J FILL IK KVoR t LOCA MN M CUT 00 dill WATER STANDARD DETAJL C►TY OF R[NTOK �.Y.... OLMRTYILNT 01 NI1tIC WORKS .W+^ t5fp4 - �••- _ ENDING F Fl 749 �-1', l YGaI han� plottjo, 198f� t a r re., sPo^ d� �«