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HomeMy WebLinkAboutWTR2702236 BEGINNING OF FILE FILE TITLE 009 ; lb 14AOOW4 +s, Ri ..._. � ....ten.. ... .. .........a,.�__..... ♦ . i r FOR DISTRIBUTION TO: Water Utility ® Building Division ® Wastewater Utility Public Work,Comtr Inspec!or � ® Surface Water Utility Fire Prevention ji: ® Maintenance Services ® Transportation Systems Project: LIRQT hr-� '' _...— Location:_ �7 4 3 \ZQy.nw, _ti,l,�y-�_ Attached phase rind copies of: PERMIT ® BILLS OF SALE I� RECEIPT ® COST DATA INVENTORY LETTER OF SPECIAL BILMNG EASEMENT(S) ® STUB SERVICE AGREEMENT ® COPY OF AS-BUILT ® PRECON NOTES ® ._ ® PRECON ATTENDEES ® _ ® DRAINAGE REPORT MEMO-WATER BREAKDOWN ■ ® M AP WITH NEW MAINS AND VALVES ® / OTHER Front: Date: 3-4l-Cl b C n rucu.wsn. a J� az ' e s r' T� 1, Y Y ta. t1�Mrreallrtarnw.wa4w.ww�a+++wnM.r...e«v,.. ..... ,, ra amtN RLCORDLD RMRN TO Project Pile a •7 3 j b s Olntt erihe Or,cwh Sir. iA - :17-5 W Demon Munlcipa milama Gnaw(:)name B.+A+e.<u FAM LL,Y LC .t M MRI Avenue South S MCVr INTERSECTION Or Rmmn `1A"013 NAME OF PROJECT fJA a NA RT ' + )Ma PA lelwr S BILL OF SALE KNOW ALL MEN BY THESE PRESENT'S: That 45o" 6a t.. FAM-,Y L L C of Counry of K im G ,State of Washington,the part(4p/ies) of the first part, I for and in consideration of the sum of $f,00 Dollars lawful money of the United States of America,to Tiiwo in hand paid by p S /•� .a GTV OG RtIJT OAI the pan(#/Ies) of the second pan,the receipt whereof is hereby t inow.-Aged,do(es)by these presents grant,bargain,sell and deliver unto the said pan(y/ies) of the second pan,the following described personal property now located at 7#3 Ka,M.e 2 A v S in the Ciry of R6turoe-t ,Counry of K irJ 6 and State of Washington,to-wit. I See Attached Exhibit•A^ I TO HAVE AND TO HOLD the same to the said part(*/ies)of the second part,(theirfltieiil e) I heirs,executors,administrators and assigns forever. And said part(#/ies)of the first part,for II (their/10*0h")heirs,executors,administrators,covenant(s)and agme(s)to and with the said part(i/ies)of the second part,(their/hie/Mer)executors,administrators and assigns,that said part(#/ies)of the first part(k/arc)the owners)of the said proN,:ny,goods and chattels and haa(ve)good right and full authority to sell the same,and that -`?N*{ w;il warant and defend the sale hereby made unto the said pan(t/ies)of the second pan, (their/lii4Ater) k executors,administrators and assigns,against all and every person or persons,whomsoever, lawfully claiming or to claim the semc, IN WITNESS WHEREOF,The said part(Ntcs)of the fire part haa(ve)hereunto set(their.9w+Iiwr) hand and seal this /I A. day of DEaeaeeP� Pig a. 04�401 AA STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify,that I know or have satisfactory evidence that rns the person who appeared before nit and said person acknowledged that (Iwthat /Sl�his mstnunent and acknowledged it to be(Ms/lier)free and voluntay act for the uses and purposes mentioned in the ir. nmienl Dated Na ary P b�d for the State of Washington r Notary(front) A S7�.VyCaS Ulonn�•tlOSI ORM 160./1•b Mr11 \1 i'aDPOI111mClil l`\DireS JC-L1-17 �� •.4i n Return Address: CITY CLERK'S OFFICE CITY OF RENTON 200 MILL AVENUE SOUTH RENTON,WA 98055-2189 Please print or type information DOCUMENTTITLE: EXHIRITA PROJECT NAME: . 'AIALMACT - 2,2 (v WATER SYSTEM: LfJlglh Sia 7Jmc 1653 L.F.of d 2." n I Water Main L.F.of Water Main L.F.of Water Main + + L.F.of Water Main each of Gate Valm 10_ each of Gate Valves each of —�= Gate Volva Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Lena SiID but •-i'f L.F.of Sewer Main L.F.of Sewer Main L.F.of Sewer Main L.F.of " Diameter Manholes L.F.of Diameter Manholes L.F.of Diameter Manholes STORM DRAINAGE SYSTEM: LmO Sits I= L.F.of Storm Line L.F.of _ Storm Line x L.F.of Storm Line each of Storm IAw"Outkt each of Storm Catch auto atdmk _f each of M leao ^ e ' : STREET IMPROVEMENTS: (Including Cwb,Gunter.Sidewak,AryMh Pavemem) Curb,Gotkr,Sidewalk: L F. Asphalt Pavement: SY or L.F of Width J. SIGNALILATION: STREET L GHTING: N of Polo y l �i A, v` y'I y i F. t + J fr 1 PROJECTCLOSING 16 Final Cost Flat, FINAL COST DATA AND INVCNTORY and tnvc ARrni'f ti G 91aImM SUO1LCf W"MAK uU.cITy m,)jCCT NUMREIIS: Writ n A L W-Mul" WW1' .a a?L 5-12-3(o SWP .3aT6 Namc of prolec] Tito, 93f2 ITO TO Gly of Renton FROM. (A.Ci Man Re"m Sccuon .O PWnninVilulldin'g/Pubhe Works L[fL_y-WA• 9�f71F�2411.. 200 Mill Arcnm South Renton.WA 98055 DATE: 9f/a Per the request of the City of Renton,the following information is fumishcd concerning final costs for improvements installed for the above referenced project. li WATER SYSTEM OONTMUCTTON CO.M ' Lenalls 1S5in. Type _ L.F.of 12 _ WATERMAIN LF.of WATERMAIN LP of WATERMAIN L.F.of WATERMAIN UCH of GATE VALVES EACH of GATE VALVCS EACH Of GATC VALVES m EACH of FIRE HYDRANT ASSI:MMJIS� S 10022 - (Cml of lire IlyAratim must be hstcd Xf rstcly) 3 NA(grg" Gmiusk EnIp,,ttonR Nod Saks Tax if apphcablc S TOTAL COST I ON WAI ER SY11L'M a UNITARY SEWER SYSTE-M. pRIVAf'III, STORM DRAINAGC SY.CTRAI PrlvtwTc Lcngih Sim TV" Length Six% 1'ypc 1 L.I' or _ ' SF.KIiR NAIN LF Of � STIC UNE 1.1' of SIIWLR MAIN 1.1'.of Src)RAt LANE . L.F of —� ' -- SfWER MAIN — L.1'.of STOMAt ONE y W of 5=rn a MAN imm EA Of ETOaAt INLLT ONlLT ` EA of • 1]IAl.1rn'a MANIIOI is CAM sroaM GTC111Ma1Ni pnclWUR rn;n.eervng antl Saks To. G4( �� STCftMCAI'CIIRAUK §y If aPPNaabk) �1• Rml Wglns;nee+vix aml Gk+1'u \. I'F' TOTAL COST I ON fANtrANY SEWIIR Sy%l FM T •l y`II IA+1 t F" TTT IOIALCOSI'ron RORAi IINMNAGE515TW S '• vSl'ItEE'f IMI`RUVf:M1iNTs GncluJusg louts,GumaT,Ankwaq.�s'd+.Jt I'aw'ms nl a^al Slrtci LIRIua.0 `� �7�+ 'SiTfdTM 1YNm MfAle:. QJ�K'DI7� - '-$IGNAI.IXATI Column C4s4,Gay 14n..t Fee',WA N Saks taq Air /stp��CA&fc — r. ✓Sl'RC1T LIGIIIING (IncluAmR Log Ocs;an CON,.Coy 11cmm fecs,WA St Auks Tax) �rO.wh. �Bvnr c (l Jm Pttm NRnalory nsnW o J slay JAIAHKK R r,IGNA711RI:) AAI+I1 A\I UA I t IN n/IJr l]+gnalu+) uun11K aW InMLCJ aAKut .ra+a�waa.Aaw��.rw` JI t M • A ' T �• yn�= S" .ilMr[T,V I" . 1 J l � Rerun Address.' - I City Clerk's Office fl City of Re„mn 200 Mill Avenue South Renton,WA 98055-2189 is Pro rty Tex ParoeV Acwunt Number: „ Document•Title(s): Assessor's lx 14a3Cs• 9oy� 1. UTILTY EASEMENT 10 Reference Number($)of Documents assigned or released if applicable: Additional refere to'numbers art on page of doctmrene. Grsntor(s)(Lace name lust,than Rrrt not and initials): 1, 8OUNt3GL GAMILY 6�t—' 2. 3. Grantee($)(Lae name Jest then fist rune and initials): 1. ,ReAYroll. Ltiry OF 2, 3. Legal Deseription(abbrtviated i.e.lot,block,plat ow section,township.range): j Additional kpl is on POP Of document .3 cg-'r 1.•ora A - (I- G afti D oP CfrY hO f,.lrI Amus-f/NC'N? 73 19- �.3` 5 1x• � e y {; wt nd mmvm � hv Dent oftltert � �' tmfortttatloo ided m Aaeln. Yy b•�N� Y'r � r Y .e zq A�ytr. ! J� 4 1 'f' },a F..q. , ..a..,... v. .... W111311 RFADRDM RMM—J'. i Otr.of de 6ry Ov! Ream M..'w Mdduy (llllltle.: Profeer Fi / __� ,3 alt .W 90055vtli EASEMENT Pvee�Tee Aaa,m/'r f9t]OS•9g737Ifa.�y Gnnatel Name 4�INfiL Rise THIS INSTRUMENT,made this-& -day of Ig by and between �on f e// —474m and and and and hereinafter called 'Grantor(s),' and the CITY OF RENTON. a Municipal Corporation of King County, Washington, hereinafter called 'Grantee.' That said Grantor(s), for and in consideration of mutual benefits,do by these presents,grant, bargain,sell, convey,and warrants unto the said Grantee, its successors and assigns,an easement for public utilities(including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the rightof-wa))in King County,Washington,more particularly described as follows: i See anached EKIDBIT A for!egal description. 7 r aaNeeOrrtO.Ne.ovaa av tRanr aar 10(2 F I� ewv Aeeat�ran. nR Ma .�*..rvnm.aoou Ia0l�rrr i t 1 r�l C p tap , . w , S. OCT 17 '96 10:31W WA LNND DESIGN P 3 i i' *subject to restriction Grantee cannot locate or I, Place any Physical structure above ground or any above grand lift station. For the purpose of wnstruding,reconstruning,installing,repairing,rcpluing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to, water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor* Following the initial construction of its faeilitiu. Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: .i ?sr 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of she work,as Gnarly as practicable to the wndidon they were in immediately before commencement of the work or entry by the! Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the `H easement rights granted to the Grantee. Grantor shall not, however,have the right to: i a. Erect or maintain any buildings or structures within the easement:or (wing not a struc4m), b. Plant trees,shrubs or vegetation having deep root patterns which may cause! triage to or interfere wash th utilities to be placed within the easement by the Grantee:or e. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the cost to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or erdanger the lateral support facilities. e. Blast within fifteen(IS)feet of the rightof-way. Ping n This easement sh run wulh Ih an dcscn ereiti,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: L L.C. and and and and MDrVMUAL FORM OF ACKNOWLEDOMPT STATE OF WASHINGTON ) SS COUNTY OF KING ) Mq A9awT 1 certify that I know or have satisfactory evidence that�iuC,T[PinwiM.Tt is the^person person whD appeared be(o me,and said person acknowledged that(he/she)signed this instrument and acknowledged it to be(his/her)free at voluntary act for the uses and purposes mentioned in the instrument. Dated,/ GA�f-+Yt`—C�f��Oi Notary Public•n and for the F tc of Washington residing at f Notary(print): eJ.ed ,C�= ' My appointment expires: UtiSi f3 Slier 2 o13 tN,•tluY Fot,n ...,.w....,r.wnm.uaw L R. h r• kfXr YR+-�Ym' v .: ', r,-..•.nwwYYm +r+�w,..-..+n WATERLINE EASEMENT DESCRIPTION FRANK B. SCHNELL JR. PROPERTY A STRIP OF LAND 15 FEET IN WIDTH BEING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE OVER LOTS A, B, C, AND D. OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95-173-LLA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THENCE SOUTH O1'23'12" WEST 599.43 FEET - ALONG THE CENTERLINE OF SAID SECTION 19; THENCE NORTH 88*36`48" WEST 30.00 FEET TO THE WESTERLY MARGIN OF ..' HARDIE AVENUE SOUTHWEST AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 86'21'45" WEST 40.34 FEET; THENCE NORTH 89'13'08" WEST 142.72 FEET TO POINT "A"; THENCE NORTH 89'13'08" WEST 232.96 FEET TO POINT "B"; THENCE SOUTH 00'31'39" WEST 138.16 FEET TO POINT "C"; THENCE SOUTH 00'31'39" WEST 77.60 FEET TO POINT "D"; THENCE SOUTH 00'31'39" WEST 95.58 FEET; THENCE SOUTH 68*16137" WEST 28.17 FEET; THENCE SOUTH 73'21'23" WEST 37.71 FEET; THENCE SOUTH 76'31'49" WEST 85.31 FEET; THENCE SOUTH 72'27135" WEST 144.85 FEET; ' THENCE SOUTH 71'03'37" WEST 57.33 FEET; THENCE SOUTH 75'36'20" WEST 103.33 FEET TO POINT "E"; THENCE SOUTH 75*36120" WEST 1.41 FEET; THENCE NORTH 18'05'16" WEST 96.77 FEET; THENCE NORTH 21'51'51" WEST 56.38 FEET TO POINT "F"; THENCE NORTH 28*32155" WEST 73.87 FEET; THENCE NORTH 04'52.09" EAST 17.57 FEET; THENCE NORTH O1'15'19" EAST 79.21 FEET TO POINT "G"; THENCE NORTH O1*15-19" EAST 284.56 FEET TO POINT "H"; THENCE NORTH 02'13'29" EAST 156.80 FEET; THENCE SOUTH 88'42'41" EAST 141.24 FEET TO POINT "J"; THENCE SOUTH 88'42'41" EAST 13.69 FEET; THENCE SOUTH 48*36'32" EAST 66.58 FEET; THENCE SOUTH 88*53'35" EAST 186.80 FEET TO POINT "K"; i THENCE SOUTH 88'53'35" EAST 24.05 FEET; THENCE SOUTH 00'57'06" WEST 1.31.89 FEET; THENCE SOUTH 21'18'57" WEST 60.37 FEET TO POINT "L"; THENCE SOUTH 17'33'17" WEST 56.07 FEET; THENCE SOUTH 84'32'43" EAST 138.75 FEET TO THE PREVIOUSLY DESCRIBED POINT "B" AND THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "A"; THENCE NORTH 00'46'S2" EAST 25.95 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "C'•; THENCE SOUTH 89'28'21" EAST 48.43 FEET TO THE TERMINUS OF SAID STRIP; 1/2 } V S`r pr lK� Y L 3 ALSO BEGINNIFG AT PREVIOUSLY DESCRIBED POINT "D"; THENCE NORTH 89'28'21" WEST 115.18 FEET; "^ THENCE SOUTH 02'18'45" WEST 20.39 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "E"; THENCE SOUTH 02'29'11" WEST 38.11 FEET TO THE NORTHEPLY MARGIN OF THE OLD NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY, THE TERMINUS OF SAID STRIP; THE SIDELINES OF SAID STRIP BEING SHORTENED OR LENGTHENED Sn AS TO TERMINATE AT THE NORTHFRLY MARGIN OF THE OLD NORTHERN PACIFIC RAILROAD RIGHT-OF-WA.Y; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "F"; THENCE NORTH 71'26'15" EAST 103.84 FEET TO THE Tl MINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "G"; THENCE NORTH 88'14'41" WEST 28.12 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "H" THENCE NORTH 88'44'41" WEST 28.02 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "J"; THENCE NORTH O1'14'37" EAST 60.97 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "N"; THENCE NORTH 01'06'25" EAST 46.97 FEET TO THE TERMINUS OF SAID "s STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "L"; THENCE SOUTH 60'56'13" EAST 30.64 FEET TO THE TERMINUS OF SAID STRIP; THE SIDELINES OF THIS EASEMENT SHALL BE SO SHORTENED OR LF.NGTHLNED SO AS TO MEET AT ANGLE POINTS; THE SIDELINES OF THIS EASEMENT, AT THE TRUE POINT OF BEGINNING, SHALL BE SO SHORTENED OR LENGTHENED SO AS TO TERMINATE AT THE WESTERLY MARGIN OF HARDIE AVENUE SOUTHWEST. e4 1. WASHINGTON LAND DESIGN ` �. JEFFREY J. MCMANUS, P.L.S. BRH JOB NO. 96243 OCTOBER 11, 1996 REVISED FEBRUARY 7, 1997 e 2/2 J } ZVI- Q g SCALE : 1" - 150' L} II f_AI„Ir 7t it I,I POINT 11 1. POINT"M I I/ ;�•"w j: j POINT'L"�I 1 r 1 1.1 1 EIf1STg0 -=---- II j POWT"11 It POINT 1or 1 it 1 II j POINT"0" POINTY—N _ I H j Sl I I E 9—POINT D. h�pINT"r" 4 1\ 11 a 1a Je Mt 1 J POINT'E" FRw^-�{)r`."Try _ 1 NBP5rAll"W.30.00 'a 5611'0'41 t.U69 DETAIL 2 N N'21 45'W.9034' 29 S 9S'N 32"F 6658 N,T,S. a N 89-13'M W.N272' 25 S 88'W 35"F,186.80 A N 59'13 06 W.23296 N S 99'Sa'M E.2405' 5 S 00'01 09 W,108 H 27 $00-5r 06`W.Male = 'h p 6 500'a1'09 IT 7760 28 S2r H'ST'W,60,57' T S 00'21 09 W,956P 29 5 W Ja'IT W,M0T W Il! I1 S 66'W'aT W.261T 30 5 84-02'N'E,cam N 0 S? O 9 S TO'21'20 W, aT TV 31 N 00'96 Sr E.26.95' F << ro S 76-01 S9 W 8631 02 5 89'28 21'E E943 2 Z ccO II S 72-27 35 W,N465' 33 N 89,28 21 W 1154 W Q Q l 12 S 71-Oa 3? W. 5733 29 5 02-1P 95 W,20.a9 W J 13 S T5'OMI 20 W IOa Oa 25 5 02'N II W,36.1T Q Q Gv u2 IS N W0m5 H W.96.T1' ]6 N PB•26'1+; 100.M' W O 3 N 44 W.2612 16 N 21'5151 W,S6.38' 36 NN'9(U'W.2602 J Mc t Zp^p 12 N 28' 55- W,Ta8T' 09 N 01'If aT'E.6097 W 9 C 5 18 N W" w E,17 57 40 NOr W06'25-E.6697 "�'I 19 NOr 15'H E,TF:1 91 S60-56'U' E.3064 N NOr 15'H"E,"AM ¢ 1 21 N 02,13 29-F,imtea' N WaaW 22 S 69'42'61'E,MIN' mp I '� J 4 v � 1 L u •S trill of 5,lll' w11EN RLNRDED REn1PN TO project rile a Ofnee of the eery Cleft Ste_L5 - ;A Penwn Monleipsl D.M.oa GtPntorts)name rA,,&o .c" FaM LLY 1 f. _ aoo MITI A+enue Soule STREET INTERSECTION or Penlon.WA 9a055 NAME.OF PRO)Ecr t.'R c HAd T _ )4a s�Ywl.:r n,15 BILL OF SALE KNOW ALL MEN BY THESE PRESENTS: That $p A,IJt.6!" F a AA,t.Y L t- C. t of County of Y IN ,State of Washington,the part(f/ies) of the first part, for and in consideration of the sum of i,ov Dollars lawful money of the United States of America,to TP&PI in hand paid by CT-v of Ri,--J the p.n(y/ies) Of the second pan,the receipt whereof is hereby acknow.'.dged,doles)L, these presents grant,bargain,sell and deliver unto the said party/!es) of the second pan, Elie following des_nbed personal property now located at 7 43 A<4r a.,e a A v in the City of Rs N.De., ,Counry of K1,6 and State of Washington,to-wit See Attached Exhibit'A' h TO HAVE.AND TO HOLD the same to the said prn(ithes)of the second part,(thelr/Mrsdver- heirs,executors,administrators and assigns forever. /nd said part(#/ies)of the first pan, tur (thclv/ht*%w)heirs,executors, administrators,covenant(s)and agree(s)to and with the Bald pang/tes)of the second part,(their/MedMer)executors,administrators and assigns,that said pan(#,/ies)of the first pan(is/arc)the owner(s)of the said property,goods and chattels and has(ve)good right and rull authority to sell the same,and that 71+64 w:'I warrant and defend the sale hereby made unto the said pant/ies)of the second part, (their/INs/trt, executors,administrators and assigns,against all and every person or persons, whomsoever lawfully claiming or to claim the sam-, IN WITNESS WHER1i01',The sad later Ics)of the first par. haa(:e)hereunto set(thee hand and seal this /4 sl day of STATE OF WASHINGTON ) mpg ) SS COUNT`,'OF KING ) , I certify that I know or have satisfactory evidence that' -fr���uy�lTns the person svil., appeared before me and said person acknowledged that (lie/she)) s� igned this mstrurnent an.l acknowledged it to be(his/her) free and voluntary act for the uses and purposes meritiorwd .n the it. n:mcnt p Dmcd :S�iliobt9lC��j / TSf st! ,� —Nolary bh in and for the SIAIc of Washington Notary(Print) L/SA S7ZP0EVS-�_�.- _ Mvapponnmcnt cxptres t A I J I PROJECT CLOSING 's rinNl Cn,I o:"� t::NAL COST DATA AND lKVCNTORY and Invcntory si.NP et a NAD22- SUEjECr WN,A MAK 94-link.cllY PI )r�NNUUMRRIIt, WTR. `.,1:]ll. wwr �Ja3L• N,me of proles TRO �O 4b I[o _ TO City of Rcnlon FROM 1 Plan Review Section MAnningrBullding/Publlc Work, b Mill 200 Avenu South 200 on.WWAe 55 DATE. 1 Per the the request of the City of Renton,the following information is furnished concerning final costs for Improvements installed for the above referenced project I� M CONev1• k110N COSR' Unath Mb Type •; L.P.of �Z WATERMAIN L.P.of WATERMAIN L.F of WATERMAIN L.F or WATERMAIN FACIt elf GATE VALVES EACH of GATE VALV[t EACH of GATE VAI.vr3 al y • '°� FINE IIMRANT A%%VMnt.l1`.S EACH of t . " �. �d (CnM of F�rc Ilytlrant,must be IINM SepNratel)y 3 /.i_�� (Include Engineering and Sakr Tax Ir PppIKMk S o `�* TOTA I.COST'P011 WAI'VH SYSTEM S SANITARY SFWERSYSTEM: LPQty") STtSRM DIIAIN/_Q SXEL 1 11 Length —Ate TIM Length 1- Sur 1 11rc STORAI LINE L.P Or SNWER MAIN A. o Z API LINE .lwt.%MAIN F of 1.r W N SEVEN MAIN �_ L F.of �_ STORM LIME Lr W ST0NMINLntOVµi;1' = LA of OUug1T AIAN"ULt1 EA of T rA nr cA nr amNMurcunA•ty UtAMF1TN MANnnLf} .P tTONMGAI'CI!n'%:- y;N(InekwiANrlken Si t" FA tat J�-- rl>ppM'rbk) S (Ir\rI,NAAp rr\N1rMenne rnd uk,Irx d•PI,IwrLk) —L-p�-�� J{I1 TVl'AL C0f1lUP>ANlr+,gy Sawl:P,YSY EN �S 1MMrONI'roP}TONM DNAINAT.E IYTYf.M { t q®" SIR.EFr IMINtUVI:A1P:Nls OMludmg l:u1. lamer 4Ueu•dL A'mill l'„an,m"0 StmV,I'R1.ki.mi — --1-- _ �W ,� 31Ytdt' AAewS LnC 6II'�P)� i SIGNALIIA fIl1N (Inelndmg Fryl.peugn Cove.Clry rcLxu Feet,WA M S.11e,tax) _^ iSIRlil7 LIid I11Nf, 11nchNh g 1°nR fR).Ru Cu a GIr Iknnn 1'ec..WA N tNkP +U { r! n,n is, � J f1 A R U:q'10NNIe N . Pnm tags>mry mm� f � (MGNAII)MID � (bgu,uw)uluN Ik AU111N itca 4WI0 NNn�.n uv11A 111RN ab m) nr owrnr ul•\dgac\,k+ckyNkc i I , i Return Address: City Clerk's Offs City of Renton �e. 200 MU Avenue South Renton WA 99055.2189 Plesse print or type information Document Thle(s): Bill of Sale Reference Number(t)of Documents assigned or released: C [on PM—of dw=ot(a)] Not Applicable gGramtor(t)OAA tome AM than AM tame and Initials): I. 8oasatea PAMIu.y s.LG r !. ❑ Additiow names on page__of document Grantee(s)(Last name first,then first name and Initials)'. o I Renton, City of 2 N 7. a a, ❑ Additional manes on page of document :c'-•'o A :c 5n Legal Description(abbreviated, i.e.lot,block plat or uetion,township,range): R §pg Not Applicable Y G O Additional legal is on page_oldacumem E Assessor's Property Tax Parcel/Account Number: 6 0 Additional legal is on page_ of dmunent 17-oo1 The AuditorIRecader will rely on the infornu6on provided on the form. The staff%ill not read the document to veriA the accuracy or completeness of the indexing information provided herein II J w• � r ., RaxwtwEMrr -. '� T aR liil ale w11EN RECOROZO RETURN To P.t.-I File a .� Omce d tl,s ciy Ckh Sir. Iei . 'd? R<mon M.icipal avndma Granlw(a)name la.• A.Cc FAM11YLt 2W Mill mr ...S.,h STREET INTERSECTION or Rcnwn•WA M55 NAME OF PROJECT'.[=R d MAR f• 74;t Fa twe 6 t5 BILL OF SALE I KNOW ALL MEN BY THESE PRESENTS: That 80NNIi" FAM"Y �L (- 1 of K�e � County of i N G ,State of Washington,the paR(r/tes) of the first part, for and in consideration of the sum of $J,O0 tt Dollars S3( , lawful money of the United States of America,to TF+a S9 in hand paid by t 1 C•TV OF RG UT PJ the part(y/ies) of the second part,the receipt whereof is hereby acknow•.dged,do(cs)by these presents grant,bargain,sell and deliver unto the said partly/ies) of the second part,the following described personal property now located at 7 4- at N,e 2 A v S w in the Clry of RGrJ •o- ,COunry of K In,6 and State of Washington,to-wit: See Attached Exhibit Y' TO HAVE AND TO HOLD the same to the sale tuxtWics)of the second part,(theirAtisAtet•) helm,executors,administrators and assigns forever. And said part(#/ies)of the first part,for (theirthtslha•)helm,execute",administrators,covenant(s)and agree(s)to and with the said part(Vies)of the second part.(their/his/her)executors,administrators and assigns,that said part(#/ies)of the first part(&/am)the owner(s)of the said property,goods and chattels and Q has(ve)good right and full authority to sell the same,and that "I Mti 4 w::l warrant and defend the sale hereby made unto the said part(glies)of the second part, (their/ptsAfer) executors,administrators and assigns,against all and every person or persons,whomsoever, lawfully claiming or to claim the same, IN WITNESS WHEREOF,The said part(pies)of the first part has(m)hereunto set(:hNr.INwrhw) hand and seal this /I M- day of Dtde MACIC 15A�• 01 AdrdA + se STATE OF WASHINGTON ) a SS COUNTY OF KING ) •� ^ _ I certify that I know or have satisfactory evidence thatrAAAIK A BCAA/da,Ens the person who j. appeared before me and said person acknowledged that (he/she) signed this instrtuncnt and 'r 'i acknowledged it to be(his/her) free and voluntary act for the uses and purposes mentioned in ti the in,talmci1t 1 Dated & Ylrr..r f e OOG N ary bile in and for the State of r sF17 Washington II SIB o N Notary(Print) LSR — .no..••,viueu., ?1� aplwmlmc:r c>pucs /o-1-17 —_ rl �1 i - I i Return Addnssr CITY CLERK'S OFFICE CITY OF RENTON °n.," 200 MILL AVENUE SOUTH RENTON,WA 98055.2l a9 i Please print or type information DOC[IMENT TITLE: EXHtRIT A PROJECTNAME: _-A:ALMAC7 - 772Ln WATERSYSTEM: Lana Sim TYPt -.11,5% L.F.of 17.'. •• nl Water Main , L.F.of Water Main L.F.of Water Main L.F.of Water Mein 'r each of +-9" Gate Valves /0 , each of " Gate Valves ��r c ch of —1,-'T^ Gate Valves Fire Hydrant Assemblies SANITARY SEWER SYSTEM: La18Ih silt Iyyt L.F.of Sewer Mein L.E.of Sewer Main L.F.of Sewer Main - - L.F.of Diameter Manholes L.F.of Diameter Manholes 8p� L.E.of Diameter Manholes y STORM DRAINAGE SYSTEM: (,tp81h SRC 1= v+ L.F.of Storm Line L.F.of Storm Line L.F.of Storm Line each of Sturm Inlev'Outhn each of Storm Catch Brain each of n sT•' Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) t Curb,Gutter,Sidewalk: L.F. Asphalt Pavemanb Sy or L.F.of Width SIGNALIZATION: }+IS STREET LIGHTING: M of Poles • f ' affa x ,� Y ti 1 , Return Address: 1 City Clerk's Office City of Renton 200 Mill Avenuc South Renton,WA 98055-2189 DocumenoTitle(s): Assessor's Property Tax ParceVAccuunt Number: 1. UTILTYEASEMENT I4a$D�' L70dI yO � Reference Number(s)of Documents assigned or released if applicable: Additional tefeena numbers are oa page of davment. Gran tor(s)(Last name final then first none and initials): '' 1. OOUN�LL GNN/LY LLC ' 2 3 Grantee(s)(Lain none first,then rhrt once,and iniYa41: ' I. Reo,-rOU. C,ry Of 1 2. 3. Legal Description(abbreviated: i.e.lot block plat or section,township,once): Additional kgal is on page of documem. 3 d-y LOTS A — Q' G Clr4i 17 or C1rY OP eewrdA) 1-1fv4F AOTUSiA4CN7 6) 73 . Ig- a3- 5 R�A� Auffilar/Recarder will �k on ft naromwition wavided m will trot mW iliceaceem,unro van ew, . tbeaa or of the incarnation poyarligid bands. ." rt Y °f ^ l� f -0d MIEN RECORDEDn JRN J. , i off.ofa GO CWt Utilities Porten Pl.I t Re,.aa tt.. Wi a.m•.a nrcn r..Aa,.m r. tIC]OS• 1a •}jy[ 200 Wit Aeeaw sdu EASEMENT RaanR,WA sales mora(,) LLC. a7w IQ• k5 i THIS INSTRUMENT,made this day of Lomas ws.t 19 W. by and between JS flnNC// i=Kin.�. � IkC and and lge •,, { . m• � and V and „1� hereinafter called 'Grantor(s),'and the CITY OF RENTON. a Municipal Corporation of King County, Washington,hereinafter called'Grantee.' �F That said Grantor(s), for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey, and warrants unto the said Grantee, its successors and assigns,an easement for public utilities(including water, wastewater,and surface water)with necessary appurtenanccs over,under,through,across and upon the following described property(the right-of-way)in lung County.Washington,more particularly described as P -,•"' " follows: r See attached EXMBIT A for legal description. I r " A i f k A f � ; '• 1t97-000e' f i f .P S , ul t +T >f I OCT 17 '% 10:31M WA LP"D DESIGN P.3 *Subject to restriction Grantee carunot locate or place any phywical structure above ground tsr any above ground lift station. For the purpose of coauucting,reconstructing, installing, repairing, replacing,enlarging,operating and (�• maintaining utilities and utility pipelines,including,but riot limited to,water,sewer and storm drainage lines, " together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and: r i without Incurring any legal obligation or liability therefor! Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is grunted r✓'," subject to the following terms and conditions: - s+y 1. The Grantee shall,upon completion of any work within the property covered by the easement, restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as Pr , nearly as practicable to the condition they were in im•rrediately before commencement of the work or entry by they 7 5 r Grantee. y I I 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with th{ ssement rights granted to the Grantee. Grantor shall not,however,have the right to: i } s a. Erect or maintain my buildings or snruclums within the easement;or (paving OOC e ■ none)i b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere wth t�ne utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the casement area and any private improvements therein. d. Dig,tinsel or perform other fortis of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right f-way. oil This easement shaJI run with thd landdescribed here n.and shall be binding upon the parties,their heirs, Jer successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and I , that they have a good and lawful right to execute this agreement. Signatures of Grantors: .Z ..v'W f- y��L1 L.C and and rr/ar�n„u�`>'•+.en...•e, and n and NDMOUAL FORM OF AOMWLMOMRNT STATE OF WASHINGTON ) SS COUNTY OF KING ) .srirvw9' h AgowT [certify that 1 know or have satisfactory evidence Nal>��JBinr�h-TnG is th�peraon who appeared befog me,and said person acknowledged that(he/she)signed this instrument and acknowledged it to be(his/her)free am voluntary act for the uses and purposes mentioned in the instrument. Dated% /L .�' _ -� ,•�� `—_ Notary Public in and for it Syle of Washington residing a• ski (^ Notary(print)' �'✓AA+ ,C" �— _ L My Ft xpires: Nxpires: /, Uillniea F�u+nen Saee1]al 1 IMvduJ Fwm .:WTM�VnIlF 00eY �k" d y� 4iy i Y WATERLINI EASEMENT DESCRIPTION FRANK B. BONNELL JR. PROPERTY A STRIP OF LAND 15 FEET IN WIDTH BEING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE OVER LOTS A, B, C, AND D, OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95-173-LLA, AND MORE q PARTICULARLY DESCRIBED AS FOLLOWS: °•7+, COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , THENCE SOUTH 01'23'12" WEST 599.43 FEET ALONG THE CENTERLINE OF SAID SECTION 19; THENCE NORTH 88'36'48" WEST 30.00 FEET TO THE WESTERLY MARGIN OF HARDIE AVENUE SOUTHWEST AND THE TRUE POINT OF BEGINNING OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 86'21'45" WEST 40.34 FEET; THENCE NORTH 89*13-08" WEST 142.72 FEET TO POINT "A"; THENCE NORTH 69*13'08" WEST 232.96 FEET TO POINT "B"; THENCE SOUTH 00'31'39" WEST 138.16 FEET TO POINT "C"; THENCE SOUTH 00'31'39" WEST 77.60 FEET TO POINT "D"; THENCE SOUTH 00'31'39" WEST 95.58 FEET; THENCE SOUTH 68'16'37" WEST 28.17 FEET; THENCE SOUTH 73'21'23" WEST 37.71 FEET; THENCE SOUTH 76'31'49" WEST 85.31 FEET; THENCE SOUTH 72'27'35" WEST 144.85 FEET; THENCE SOUTH 71'03'37" WEST 57.33 FEET; THENCE SOUTH 75*36'20" WEST 103.33 FEET TO POINT "E"; THENCE SOUTH 75'36.20" WEST 1.41 FEET; THENCE NORTH 18*05'16" WEST 96.77 FEET; THENCE NORTH 21'51'51" WEST 56.38 FEET TO POINT "F"; THENCE NORTH 28*32'55" WEST 73.87 FEET; THENCE NORTH 04'52'09" EAST 17.57 FEET; THENCE NORTH O1'15'19" EAST 79.21 FEET TO POINT "G"; THENCE NORTH O1*15-19" EAST 284.56 FEET TO POINT "H"; THENCE NORTH 02'13'29" EAST 156.80 FEET; THENCE SOUTH 88'42'41" EAST 141.24 FEET TO POINT "J"; THENCE SOUTH 88'42'41" EAST 13.69 FEET; i� THENCE SOUTH 48'36'321, EAST 66.58 FEET; THENCE SOUTH 88'53'35" EAST 186.80 FEET TO POINT "K"; THENCE SOUTH 88'53'35" EAST 24.05 FEET; THENCE SOUTH 00'57'06" WEST 131.89 FEET; THENCE SOUTH 21'18'57" WEST 60.37 FEET TO POINT "L"; THENCE SOUTH 17'33'17" WEST 56.07 FEET; THENCE SOUTH 84'32'4- " EAST 138.75 FEET TO THE PREVIOUSLY DESCRIBED POINT "B" AND THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "A"; THENCE NORTH 00'46-52" EAST 25.95 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "C"; THENCE SOUTH 89*28-21" EAST 48.43 FEET TO THE TERMINUS OF SAID STRIP; 1/2 tX d rv.. ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "D"; THENCE NORTH 89'28'21" WEST 115.18 FEET; THENCE SOUTH 02'18'45" WEST 20.39 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "E"; THENCE SOUTH 02'29'11" WEST 38.11 FEET TO THE NORTHERLY MARGIN OF THE OLD NORTHERN PACIFIC RAILROAD RIGHT—OF—WAY, THE TERMINUS OF SAID STRIP; THE SIDELINES OF SAID STRIP BEING SHORTENED OR LENGTHENED SO AS TO TERMINATE AT THE NORTHERLY MARGIN OF THE OLD NORTHERN PACIFIC RAILROAD RIGHT—OF—WAY; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "F"; THENCE NORTH 71'26'15" EAST 100.84 FEET TO THE TERMINUS OF SAID STRIP; ALSO ::'-GINNING AT PREVIOUSLY DESCRIBED POINT "G"; THENCE NORTH 88'44'41" WEST 28.12 FEET TO THE TERMINUS OF SAID h STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "H" THENCE NORTH 88'46'41" WEST 28.02 FEET TO THE TERMINUS OF SAID ; STRIP; ? ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "J"; S THENCE NORTH O1'14'37" EAST 60.97 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "K"; THENCE NORTH 01'06'25" EAST 46.97 FEET TO THE TERMINUS OF SAID STRIP; ALSO BEGINNING AT PREVIOUSLY DESCRIBED POINT "L"; THENCE SOUTH 60'56'13" EAST 30.64 FEET TO THE TERMINUS OF SAID STRIP; THE SIDELINES OF THIS EASrXENT SHA. eE SO SHORTENED OR LENGTHENED :.A1..'.,. : SO AS TO MEET AT ANGLE POINTS; THE SIDELINES OF THIS EASEMENT, AT THE TRUE POINT OF BEGINNING, SHALL BE SO SHORTENED OR LENGTHENED SO AS TO TERMINATE AT THE WESTERLY MARGIN OF HARDIE AVENUE SOUTHWEST. ._. ... . . ' WASHINGTON LAND DESIGN JEFFREY J. MCMANUS, P.L.S. w.. , BRH JOB NO. 96243 OCTOBER 11, 1996 i, + �, f{ REVISED FEBRUARY 7, 1997 � 2/2 Y< r l Y A: L4 1� _ SCALE:1" = 150' �g II ) M I N 21 'I POINT POINT'H" I,/ n,inM'e y Z y wrN197 0 I POINT L' I or 3 �.li EXISTING �O__ '�•O-- (- / II 0ULO122G POINT"Blor I IID lI ' 1 POINT'G" POINT"C-s 19 I I POINTW T1`POINT"F" w POINT*E" \ - S_.,e0.T� SEE OETI:Lr- I I N 68'36'b"W.30.00 23 S M'42'ST E.1368' DETAIL 2 NN'2T b"W.�.M' 24 sb'36'3r'E.M.M N.T.S. 3 N SW 13'Or'W.UZ72- 25 S W S3 35"E. II 4 NOW 9 M W.232." 26 S M'M 35-E.24OS' 5 S 00'3T 39"'W T36.U' 27 S 00'57'M W.131" Z 6 SW 31,39'W,77 60' 28 S 2r 18'5r'W,60.3r V 0 mW T $00'3T 39"W,95.58' 29 s M XT Ir W.56.O7' W � h n 8 566'M'3r W.OUT 30 SM'3r b`E,MIS' X Q � .. 9 S 73'2T 2r W. 37.71' 31 NW b'Sr E.2S95' QW 10 3TW 3T b"W,8531' 32 S69'20'Zr'E.bN H ~ 11 Sn'2r 35' W.4405' W N 8W 28'2T'W.115U- Z Q O� 12 S Tr 03'37-W. 57 M S or 16'45"IN.20.39' w J 3 0 0 S M 35 20"W, 103.33' f/3 0 35 S 07 20'1f W,781T J 0 2 M S 76'36'ZD"W TeT 36 N Tr 2W 15"E,IOMM' W 2 Q Ag 3 IS N 1Y OS M-W,98.TT' 3T N W"4r W.26.12' O F W O V 16 N 2r ST Sr W.56.3E 36 N W N'♦r W,211.02 ,�iy,Il ¢ �z V N W 3r SS'W,T3Ar 39 N Or U'3r E.BOAT Is Nor Or of,E.VAT 40 NOr OW 2w E,46AT bP ra xorl59rE.T9sT n 3eo'6s'1rE,3oa• U) m o:€ 20 x Or W19'E.2M.66' MNW Ir W ,'E,MILOO 7� 11 22 8OW KOr E.UEM' m �2 5 �r x, r " 1lawMa,�,e,"��.�s+RkB1Y�1R'md�rre:.. rw.€.... ,....,..wrap>.ew^•aw<tla'W ..w:aa�rw�MYRaM..,.«,...�..... PROJECT CLOSING 14 Final cost Data FINAL COST DATA AND INVENTORY and hi. ntory •gwf.2t as G`YoOb2f- SUBJECT WpLk fda(r4 .r*M".CITY PROJECT NuAint"t- 'Arm .a 3(e U)-PZ'56 %`WP" Da1c. FiW`W Vtma� 5-tZ341, swP. aaTb Name of PNlleel TRO. "11;1� " 11D TO city of Renton FROM r t�� f.L•(i Plan Review Section C.er]C N 1Ra{fn Planning/Buiteing/PublIC Wn(k% - Lk 11_ Q.NIs�WA• araa—� 200 Mill AvCnuc South Renton.WA 98055 DATE. 12 q Per the request of the City of Renton,the following infotrnation is furnished concerning final costs for improvements installed for the above referenced project ✓ WATER SYSTEM CeNS-M ICTION COSTS luIr Type L.P.of L WATCRMAIN L.F.of WATERMAIN L.P of WATERMAIN LF.of WATERMAIN FACII of �Z� GATE VALVES EACHof GATE VALVES EACH of GATE VALVES m EACH of �_ ' FIRE T(YDRANr AS.a1tM01.11?S f (Coss of lire Ilydmnts must be listed sclurucp) f /10)eboty' (Include Engincenng and Sales Tax if applicable f TOTAL COSTPOR WATER SYSTEM f SANITARY SEWER SYS7EM: pRnm�r %I'VIRM DRAINAGE SVCTI'nl '��1VFgTtt Length Sin Type length Sin type STORK LINE h L_17 or SE-I'll MAIN L.F.of Iz L.F.oT V-WIA MAIN VLL.P.of -`Ilt�• STORM ONEEARM r L E.of tFWLR MAIN L.P.n( '~_�^r� _� STERN[LINE CA p( R DIAMETER MANDOLTS CA of STOMIINLf:TMViLLT X. ti of DIAMF(R MANIIOIT9 LA of STORM Grrt11u4N pncWu�ng frry•,ttccnng and LRx Tar EA V. STOMI GTCI!:uSIN if ,11c.b1c) 3 (IMI xRng InRrnecnnR aN Aaln La , TOTAL cost IOR SANITARY SEWER%y%1 l:nl ! � d IO M 1AICMc1 I �. .CMI'rOR nTORM ORnINAGr.q'$GI 1 t�TGM11l - � Si,WInn`L nalurinyl �� ✓ 'S. RRM d ytMM�aR.-kl 1 •. ...I c._....•...0,nR) 1 3 W -Ito 172AM JAw Hm. ' SIGNAI.17A rrION (Including Cng Design Cues.(.A)Pemut FCC%,WA V MICA 130 L kWhCAULf ✓Sl'RC{IT� l�IIGU1'ING. Dncltulmg Fug Design Costs.Cu/'Pcm3n Pccs.WA M Sales Tax) ^:1 Iw d[7lff.•�A[L aC- -- 1 t^rsa+IC. Buhn.R jl Jr. %AL Y,1 it ^ 9P^ Mm signatory m ne, thir I+u1untxL',It (%IGNA111RE) IwMW.INI OAI I W.At. tttgoatur) nnty IN uutbunLCJ agUIt w uwnsr ul wblaq dcrclnpmatQ J k #R CITY OF RENTON Construction Permit Permit Nastsber C960022 Permiuroa is hereby given to do the following described work. according to the conditions hereon and according to the approved plans and specifications pertaining thereto. Whim to compliance with the Ordinances of the City of Renton. Work Description BOHNELL/WALMART SITE IMPROVEMENTS Job Address 743 RAINIER AV S SEVENTH Owoer BONNELL FAMILY PARTNERSHIP 9631 SE SEVENTH ST BELLEVUE WA Contractor AaboContrxtor's License mado7CG099P4 3223 ' CotiV,,oA0 �s Cp Contractor's Phone 360 - b?a 7�t 91 3223 C4M, ,i Ooop {W• 68luubM9M, ✓P qg9a5 City License (' Contact TOWSLEE, JIM Contact's Phone 206365-9510 Other Information Date Issued 03/04/1996 Work Order 87825 Date of Expiration 08/31/1996 Parcel Number 192305-9029 Date Petaled Inspector's Name KOKKO, RICK Inspector's Phone 999-1831 It is understood that the City of Renton shall be held harmless of any and all liability,damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-cif-way must be done by a licensed,bonded contractor. Call 277-5570 one working day in advance for inspections. Locate utilities before excavating. !' Call before you dig-48 Hour(.orators 1-800426-5555 I hereby«nify that no work is to be done except Subject to compliance with the Ordinances of the 2 as described above and in approved plans,and that City of Renton and information filed herewith this all work is to conform to Ren,m codes and permit is granted. ordinances l Applicant Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. 01 OR r . - .�.�. •tYYtf lfRtifltltYif i1if11f1f1Rf afiftf iftif if at11f1Raiit1f 1f 1f kfk j -ity 0f Renton WA Receipt YYafaaftf uRRuuf+iiY•iifaf a af11t1fuiaiaf lai of♦ffau YYYattia Receipt Number: R9600936 Amount: 60,754.88 03/04/96 14:28 Payment Method: CHECK Notation: 462455BONNELL Init: DB =+ ---------------------------------------------------------------- i Permit: C960022 'i„ ENG RNG Construction Per Parcel No: 192305-9029 Site Address: 743 RAINIER AV S Location: SEVENTH Total Fees: 66,540.85 This Payment 60,754.88 Total ALL Pmts: 68,540.85 Balance: .00 ♦tYffRitf of tf alit if iffaffffifillfaf alit!if if 11f11f1Rafflfiff�flf Account Code Description Amount 000.343.20.00,0000 Public Works Inspection 272.00 401.343.90.00.0003 Stormwater Insp Approval 4,152.49 421.386.10.00.0020 Spec rn it Connect Sewer 10,559.77 401.343.90,00.0002 Sewe, - -pection Approvl 907.60 401.322.10,00.0015 Sere _mit 240.00 1 000.322.40.00.0000 Righ� -ot-way Constructn 90.00 421.388.10.00.0010 Spec Ut it Connect Water 23,957.43 401.343.90.00.0001 Water Inspection Approvl 2,453.88 ' _ 401.388.10.00.0013 Misc. Water Installation 1,119.80 401.322.10.00.0020 Storm Water Permits 50.00 421.380.10.00.0040 Spec Util Connect Stormw 16,351.91 ------------------------------ --------------------------------- I q ACjj is )z a r Y �p d✓ i AUTHORIZATION OF SPECIAL BILLING DATE: x PROJECT NAME: BONNELL RETAIL SITE/WALMART PROJECT NUMBER: C%0022 WORK ORDER No.: $7825 � u It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the referenced project,by the City of Renton for the following work: TIME AND MATERIALS FURNISHED BY CITY OF RENTON WATER DEPARTMENT TO PERFORM CONNECTIONS TO EXISTING WATER ! MAINS,WATER PURITY SAMPLES,AND RELATED WORK. I TIME AND MATERIALS FOR ANY AND ALL ROAD CLEANUP EFFORTS PERFORMED BY CITY FORCES OR CITY CONTRACT. ALL OVERTIME FOR INSPECTION AND RELATED ACTIVITIES,BILLABLE i AT A RATE OF FIFTY DOLLARS($50.00)AN HOUR TIME AND MATERIAL FOR ANY WORK DONE BY CITY STAFF TO REPAIR DAMAGES r BILLING TO BE SENT TO: (Please print)) Name: DOnne /�Company: �Qyi !( F4w.;/Y L. L•C - . Address: �, (�, S 2 9 Ve. IIC VKt (,(J'a • 98o,1s Phone: 264 i(PV 2.19A Fax: Owner/Developer or Authorized t ,r ,p WATERMAIN CONNECTION FEES Number Total Cost Item Cost Each Function No. Watermain connections(Tie ins)Includes 5400.00—Each 5571 ( connection to naw wet taps valves, co o�' nnections to existing end cap on existing stubs connection to end caps or stub-out on new lines Watermain Cut&Cap Includes capping S7,000.00 Each 5572 an existing watermain that will be kept S active,cut-in an In-line tee and branch valve,cut-in an In-line tee and isolation valve for mains 10"and smaller. Installation of isolation valves-including 52,000,00 5577 installation of a 12.or larger in•Iine valve deposit with vault,cut-in a 12"or larger main with (Charged for 0 Installation of a 12"branch valve andlor time&material) ,a in-line valve. Requires authorization of •,, Special Billing Letter Water Purity Samples-Taken at each new $40.00 Each 5575 Lr ,b0,oo hydrant and end-cap. also taken for each dead end stub for future, ( d�/ Chlorination Pump Rental 540.00 Day 5578 SOS $O .30 per foot ISW, tf W.O.s: kj elS Permit 0: CRb Do A� Project Name: k /WA(-MngT- ProjectAddress:MA22 A vcv Av Plan Reviewer: K IL�rTu�r.u. Inspector: — Prepared By: kjdY ,t,k Date: .ao...Mse.wramxc,� 1� J 1 16i1QIrU 93/01 Ip:26 19% AT UICI 3111-Ill Ft= I Ip111RtrD p= el 7 . 01/02/199e 8e:10 266r83-5094 15 G MOMDAIILLE FINK N 0EMIER MCFADYEN O 1:0. ICL ..6.1•:'Db•Jd'•St,^¢ rob IC.:J to.61! ►.02 •...', Rp l9 -16 'I1+IN9 IN\NN Nplte W hpYRlpe M M NR 4i•M fo,ap I� 1 CITY of AwroN PULIONMISIM1IIDI610/11UYJO WORK FlM11T WND ! 906d NwMpt aj1 (WALL-MART PROJECT) MOW ALL NIE/I N TM$9 POISMI(ri:TMt.• BONNEI.L FAMILY TIC � •1 BONNEU FAMILY UC. pM.yK MW I !eprpoe Ad .M eN! NM,bane una M IM `MAe, p aYNMp ., I r rt parr�lan N M fnn ofMAIWIp10n, n rM pMa !wn M �t�.QQ,Q•Qil _ awM WWW of M WMN turn N AnMr1w.M Tne �x Mynlple• w 4 and QU70 be MN, M Lwh aM YfapN1. MI sell N M MAIN pSSallple.M&AdooNtve aW!mold,WMly one eewaer py tNet wee.na• Y `:•. slabd WM""Lis MW food M,M, 11 M.M mRCII }�QpNORpN OF TM FOVA"M 0%IOINTMN 0 WGa, Viet,WMlR1W,1M Mow NMG►MeWI_ IW ewcM Ara ppuL PWWAM b Mr.wwa w 6e I.w am. M Y eefbN Wek M•OfI N Epp ,term,oftyr pWnee.M 0"hASS PASS. fellRlpl pMb•epeplp MARCtI 1497 NOW Tp1p oodd,M DM Ibm rAnm pl"11 pl M!1 NORMAN pM 06"h&MWS M ON M IIsn MIN p!tlpM1q SSeaM Or Alpaepe N every nn• Mp depeltpo.w/1a11 nwe el n•reSSk d epMiry MMr w6VV well p Awevwy,Mo!{,sky,aar1W at 6tNf "lo" Ole". by NN•r Inee in we.Ahoy,a WbIMp d 011411110111 Yluleeeen wltM My PYW M pAwa NWMIs,WNW'eTeare.Maly MMer Wrpei!M.yea WhM,W, MIp Inet he VAN"law MW epode 0%"r!!pw•yr lTYt o"hw, sky Or ww AWN pare a SS Ned•Men M so""-ee pl on bee M M SSuyoe,leMNnt N"I/Watt Me MMap, coompty WHIM,Ibe ppnle A pm VIA pro"61pos•rIw b M of%, MYhM N tM of" er M W%d 0 r Mt se rsIs, weMrw 1rlM r*I tpip bMlou.ON I1q; i s MM so lie NW WW M w1wF F quo free MW pItY1. TM 4MY1T MIIIt tlW Mee M IM p MMp N•Y TM/ u4RCiJ 1. I on_o a �LViC1 I. L`r`I�i MM WAY N epllMN Or M 11RM' 1eY�p! entlmgldn r/Z�na. • pMa I !N•fev volW U 30M m"(W11P.4m /5:68 9661/ta" r _J I �t �S 4 W - Z23l( I� Return Address: City of Renton 200 Mill Avenue South '�i: Renton WA 98055-2189 1 pleas,print or type information r�urue-t,(,O' t Tine(s): BiR�,cab e Number(s)of 9od or released: a _of docureent(sApplicable s)(Last name first, and iitials)m EiL PRaxIdditional names on ument (s)(Last name first,then first rwne mid initials)Renton, City of ciditiowd names on page_of document Legal Description(abbreviated: i.e.lot,block,plat or section,township.range): Not Applicable r ❑ Additional legal is on Page_of document Assessor's Properly Tax ParceUAccount Number: O Additonal legal is on page_of document The AuditorlRecorder will rely on We infomutlon provided on the form. The staff Will not read the document to verify the a"vacY or complet t es of the indexing information rop vided herein. 1 r F 08'27 96 TCE 08 58 FAS__ , WATEq BACTERIOLOGICAL ANAlYB g ( SMIR,E WIiFCtIW qC ` E+Pora7a kr,Me. µ5nElCfgkS ON u0s.I �r 6aaRY Wa YYTOy ■RgwagY�yNMYgwY.NMYiw.� DODRr ULAATeRl BA RRISIgrojO ANALYSIS OaE EC EO aO,nF M �Uil O0.lE(:TEO MA-E YahR4va rO MTYRMyOaRVY VI4YCCY/ qb :� MT?O4 ECTED YECwfa OYaYw. ivs ISMRO WM1 yv �/ (�,�SLy�REE PM°n F$y"� ID.rb, l I 6 U �/Ai1 Gem v FLOM FI' fRWCEgTEu.DOMPLgm, �a Yweat l% '-` m (LLi ECRO TGEsr10ME N0 �I L.L t�Dr Joe 13+{8 wr`2AF I Z3r zS2S 1 i�L W"`+ owc E^ nRENO. EwM� elf fi" aw3 D,vIL6,� 73S zS� r`��R..I jjjYYYgqg}}}RRR YQN ID 'IMwRI�� �lE ��� sviEE TrTK anoua YrTER Larsu (! �j�IMI+p MNGf�y_ °EOR111,1!11 fill,MfE �W¢1` EESTy91q 1`�'C MI�p . T '�` ����v °PDTlpy OROIYA RRTER IRgEq OPLIKTICF N I OWMIG 1 H WELL MD ❑ a °vW�Ip�yTEN r nrR � �aPvr I TrK V��fa11�1EEE YYr vMw«Na1NPa °PPEOMGT' W,TER T•.E D. 4 RvaI pRa�RTaOa«M.v«N�i ° : E L«aal�a v 00A, 1W/M+� FU IIM�W�I`k«I_ITi paave IROa ,FOomapv O1r OM1�� ❑REEEAiSMPL! �1'M'OOMSTROC�IONs1�9yy am gTd'rfAwn T NC A ILLL❑ffI-On4A h1 MIGYT Mw3WwRE cr FR O `L.,' REALM", ~�'� 'CUO6TR�CT10Ro REauR! a S TaIY J 1 (,IO 'J DTIER�Sp�N'N'� $FaI EYMRA M1A&DY OKT)NWNNG WATER RESILLIi r ' ❑LEaRnsElcrom;61Yr,. d wn3ElcTORr WURE01Lp ORMREIG•ATERREEIILI! RED �IEOu`j P EC+Oeaw COMal aerni ❑wSInSrICTORr,y�q�Pwa D 8 g;;m� B�DWadny aa1LDa,roRP nroM EED„ naE,,i on1Ea'"'0"R-- WtWAn HATE NwfnYy *oTiiG11 AWTR[R SAMPLE MEOIMFD fttxctiORy`Rm OO EOOu�R4Ev SIMPLE ROTTEST�poKOu9E: ~ PLATE COD A, ❑N,�M Yall TEETLMYRTYiF BECM=: MCITER Emd1RED WNW A� ° 1yDm SUMIMDTTE{TET) ❑TMTC7P9Ymmz �TTMTwLE 1[dyEF. LM�JCj T+w Luinw ONYa+rr OSMAa~ TMC w 16 SOEOEGREEMff� CDRy"FXPLAKA a Twlda WQ1l TRf RELLI$ E`APM y Q�/ 3TVYj S-� /_ P us m nK NDE Qf GREER COFr fpq n�ww-v.TS RITE InEnlnoRr 1� I Oil/ 37Wy o.TE Two" 8 2? 9 6 �,`°fr 014 �ReO.nP. -Z L_ OF 2' 96 TIE OS-.c9 FAX �OOJ., rro$ SEERK.WA9EIDs ) .Irlt. WATER BACTERIOLOGICAL ANALYSIS j "0 S tirmr SHrIS.WA N+DE 6"1 � MXT04ONSACKOFGOLMIRDDCOPY AT ERIOLOGICALANALYSIS wrvW.nary.ey. rIN.rNmw,.w�T�C11tl160A 8SGfOFpppprl�D(Y+vI DATE 0%L W nIA;CDLLECTEO NNI..NS.r"yr wN N.rq.er. E.• y. �E MTE OpIyERED 6 / nrE ra 0 PLE1w aSPSTd IFPLlrl1GSPETE/,(10Er5 : ""R.+�wrN+.�1 7 ( (� ! roww LD rb AL I . 1 I 8 0 "IOF of &.�or� 1........SYSTEM YSTE.„ A �E ERE CRD TgEV'11-01rE ND `n � aVV;"'I yCtE~ CMD ,)4kI 1 N My k O w�l EWKOI 1Y D 1AWFLE elf: yu SOtRrE TTE! r,T1 1wO MRTEN UDE➢VIII! t Nfl�+l ❑W AcE rEEtm ❑ .DE NrwENOE IowarnE GRo1rT0 wRTERUNOp .a,1* E °°" ^"" ❑gym" p° "`.cE wELLEmEW ❑»RI CIPLINI um'" v '"n �NOMPOW Yo FrTP 4 EOP . Ew'bNrE'm AfNE R m1PmN w❑prA rQ\PRIKmWl IDl.NW' NN TTpR OalE*&EUA4"w wR,E mnSp�maNem . 0 w r:_T m —wR � NR=oroPIP, PPT— om NEEPns W I ��— Riwoi�mlbnEP+Ms WE _ ONr_ T ftw SOu"PATER SNPs!® m F'ITrlfawm NEIPC TRUCMONlRE" LKl �y^-_•w E011K'E RNIEfl MFIM."A RNUCsNPnn NEW CDl3TRUCTONr REVEMS L}J[ NE API IIIKIIII L i- RNYPL(S: W tEl 0-11 ORPLNEIr'NTG rMIA — ❑INFTElACfdly.CMmM pPrr. DAM UT!OIE^oREnuw TERIEr RuwTs ❑ERTEIPy'fDITT, ❑W TIVSCTtlRECyb EA E Ecm PTRM E.CDI.WNn EC�arR�aMw Yrn REPEAT OBI COD ri REOUMED Rrr~ glrsi.er. EMPEAT E��E EGtlwi RED 5 Ro.DNMA 8 T..rED.N OVER 1Ar01UTOrP mk&M TOTAL 90LI.ORIT nop�N OTNEr MEOrA1WroRI - E.COLI RCaN TOTAL COIKORN RWM RCCAE ODUEOEI_nppM NUTETO1rli`RN Etgl nDON ANOMREAWLE REOIIRIO EEC4 OOEKOW�ItmM PLATE COUP, API ANDMR E..TELE PL� SERIE NOT TESTED BECAUSE TEETUWTAEEEBFCAUSE ENNW TWm ❑�ry� i.M.IE NOT T[rTED EECAUSE: TEST UIEiURyU EECAUS! ❑`^EN rem ❑ONMwm PI �N>sKNN Nm ❑TWCgyE ❑wT>EmNEPNr TlmC --- ❑EmraPNN ❑BONY bN T~M SEE REVERSE SqF O<GREEN CO.Y TAq E><RA1A a L Sap aw., noN a REsuus uE,enmN*N WTE iNr.SCO.tD SEE rrvERSE SID[OE GREEN OD.P FOR EJDnANEnwa�NNXweon 1rNDDomR REwtrs Ofi/ 9f4 D'27 q!o d 1 D• . NCRtwE -71 }lam pFrl 3 �5��/G �' `Z� �t(c "E�K°r. 4j 00, 06 27 96 TCE 09 00 FAI k f WO HYrtNY SMON,WAEEIOE (, WATER BACTERIOLOGICAL ANALYSIS ` SW U 03LMTOW RM EBTPoMOWON LCK OF GOIOMM COPY ■IMnIPJwN M M TPEP.IN.""b aMT12 M wMeM. OAR COIJ.ECIEO A C1F� NINE M `{Y'PE OF ETSTBI RFUEUC fTTEAL CDWL"E —_ ym1(E�uuwx p ppp� Nw..w LU.Wit, / V JA)s�. EWMgr r i' MIrL[7CfFQEY'C(f/��QI� MTNNr uaE O S M�fMGq:IFar.r - mE�y7I oRouro wTm wwENCE � If �WNICE `/lY6lhF� �MNWG QAMIb1YEon Ovt�N"°" � rrry . . I 1•TE 0154M1E p`el.h sv 1�waNFxq In�OIbMEi QIWJUY it'll F.) O EwT, n IYwO — }u�4awaFv 01� �j KPEAT SAMN-E 11EFwP SIR+.Frlb W E FYW SOUKS M Mfl SF $O TM, "C TNJVIONs11E1W11bNFO Bha Elasw OT4R�SpolrT nE11AN6' OM WE Ow.T CMrE0n0 EEAi9 FAMUS ❑LWATNF1"Y.CieN.. LTSFICTONY, AMATL On M.PN+ EC.IYPVI plavillm �pttttsiii,, gPtttltto� Laomm.ommTs ToIxem ow nme E.COu nuwl RCXCMWOM_nmM PLATE COW? _API NOMWA SANLEP Wft EANPIS NMIEETNE�i41EE. 1SSTIIi11nYLE SlCNNF. - anwwre �Oo 1i11Mnl pe.s EARaFYv �1MTC TNW e ITJ 4sttt LaW PSEM1Cf WENF FGAE]OIANATIpMOFKSJLTS WNonwmI anT. w�.cow o r/ 914(q. - 8 zz oNtnFaFrm ueo.oaN . I { (f r T ^ t /J�-�� TAR PUBLIC UTILITIES RETURN�tr TO ASSEMBLY l5 D WATER DIVISION Water,D.S.P� NEW /ao Mr`6-w-b O s CKFLOW PREVENTION ASSEMBLY WetefO�'°lirySedan EXISTING �`�75 TEST REPORT REPLACEMENT RETURN BV:_ _-- FILE NO.: --_ _ sERvIcE ADwEss: 7 k/13 efillvice Ads" 50-- _-- -- -- LOCATION:� Yam$-- Arµr Ed Je/— 0 4 Se kit iy_ P_.+;r CROSS CONNECTION CONTROL FOR:to SCE.��/7t SIDS ____. - TYPE ASSEMBLY. MANUFACTURER'. f G 1_ MODEL:A2;5/"�,/- SIZE._.pZ r l SERIAL NO: .27 f l y Lme Pressure 'Ty . Pressxe Drop AaPss Pressure Crop Across No.1 ChWk VA" ruuf No.t Check VaNe--. Relief Valm opened _PSW Relief Valve Operi - Psis RPBA No.t CMck: Clooad tight ................ No.t Check. Closed igle.........................❑ Looketl....................._..........:.! Looked._.---......_.................❑ No.2 Check: Closed tgtd.................._.. .X No 2Check Closcd WM.......................❑ Looked...............................C7 Looked................................D Passed Ten: 1l No— Passed Test Yes— No_ Line Pressure No.1 Check: Cloaked tight...........❑ ----Amid No. 1 Check. Closed tight_..__-D Psltl Leaked..................❑ Leaked. _,..._._....❑ DCVA No,2 Check'. Closed tight...........❑ -pod No.2 Ched Closed tight ..........❑ Leaked...................Cl Leaked._.__..........❑ Passed Test: Yes--_ No-— Passed Test Yes -- NO_ Lure Pressure Alr Inlet Opened Kitl Art Inlet Opened P"`l Freed to opoo......................❑ Faded to GPM...-................❑ PVB Check Va1Ve: mid Check Valve:. -P` Looked.......-........................❑ Lsakad.........I.......................C Passed Test: Yee— No_ Passed Test Yes___.__ No—_ AG Minimum Separation Yes ,NNo_ IS THIS A PROPER INSTALLATION? Yea-,[],—_ No REMARKS,'-- Ten EQuVMW* IMk Model._— Swl-!4T.r__ Atwueoy Yrdflcethon Dne___.L__5L I CERTIFY THE REPORT TO BE TRUE: c In _ cekeed _ E212r G o . o J -15 /1)/ N.a re.eb..e. mall Teat _ G Na�IIL�31[L_ gale 10-y-3L � k RePekeo BY: _. Cert NP. Oeb A Repair T"BY: —__ --- __.____ _ ___. . . CM NO ____ .___. Dab t:d ak a L �Y A 4 _E 'e y `c r CIT`'of 02,7;D 9MRMPUBLIC UTILITIES RETURN TO. ASSEMBLY IS. ogoo Mrs 57 WATER DIVISION water Uvregn �.' �J7 NEW �'-""7"'TiACKFLOW PREVENTION ASSEMBLY C EKIsnND WA 98o5-5- TEST REPORT TAM&waahvgmn law REPLACEMENT �I ►y��p RE7URN BY: NAME: 11)AL JM.Wt- _. _ _ ,f _ FILE NO.: SERVICE ADDRESS: 7Y3 IQM Ili 5'0 u. tL- t` LocAroN:AeDc A hS gitegr &C- .Kj7y& ) lnQ CROSS CONNECTION CONTROL FOR:__;&9A4._ r u'6de-X& TYP£ASSEMBLN. MANUFACTURER:(0 17 MODEL CX05 MlO f SIZE: SERIAL NO.: ate_s'33 Una Pfessum Drop Alsotta Pressure Drop Acmes No.1 Check Valve __pail No.1 Check Val,.--- id p. Relief Valve Opened ._-- , C .--Fsld Rehef Valve Opened RM } No.1 Check: closed tight.... No t check: Closed tight............. . . ,.. Leaked............ Leaked.................................Li No.2 Chock: Closed light... No Check. Closed tight ❑ '2 LWtW............... .. .....❑ Leaked.................................❑ ' Passed TOM: Maa_X No._ Passed Test. Yes_- _ NO_ LkN Prams No.1 Cluck: Cloud Bight..... _ mId No. 1 Check: Closed egIk_........LI ^wd Leaked............_.... Leaked.-...............❑ No.2 Chock: Ckml tWd.....,._,. _--_psvd No.2 Check. Closedtpht._........❑ pW Leaked ... ... Leaked ................[7 Passed Test Yes No - Passed Test: Yes_-. No—__ Arc Inlet: Opened -ps'd As NO: Opatad .� PV6 FMMd to open.......... .........❑ Pulsed to span......................❑ '. Check Valve: paid ctlm*Valve: ...:a LaakaO.................................❑ Leaked.................................n Passed Tast: Yes— No Passel Test: Yea_ No____ AO I Minimum Separetan: 14_ No__— .�1. . IS THIS PROPER INSTALLATION? Yet-_X__ -- REMARKS: Tall EWpnMtn' Mak _.----Mole) SeoalW'' lACaaacy Vw thon Dab b-Lm w I CERTIFY T/H-E^_A.eBO�VE REPORT TO BE E TRUE Certieed `�•T!�r.1__ a let CJ , �. Repaned By Cw No, Deal a RaPa Tess BY: —__-- Can No._ Oft __ i � I i ORCAWater Purveyp Backflow Testing Services P.O.Box 41 •Buckley,WA 98321 V%r (206)863-7001 NAME: —',✓s/ Nyar.L___.__ _ FILE NO: — SERVICE ADDRESS: _7M_3 Q6e:<uC`_�±r'¢ S ,[?ya•1b.9 . sat LOCATION:4-e-oL• $Ter%—rM� .•y ,� �� _ d.y P.ss CIO ppA CROSS CONNECTION CONTROL FOR: Uis F1M ta.,w/r/.,. S., r TYPE ASSEMBLY: .9 em MANUFACTURER: �i9,_MODEL: 4`09.,'}z SIZE: N SERIAL NO:282cs,! INITIAL TEST RESULTS TEST APTER REPAIR OR CLEAHM Lrw Raesule _ _ P,ess.Oro,Acws Ressiae DW.Across W 1 C &V� ,xid No 1 Check Valve ,ad RPBA Reket Valve Openetl _ - —Z•Z__- psd Retet Valve Opened psd No ,Cees. Cbsed egnl NO I CIneN. cbaeatgN ._ ❑ Leaked ❑ Leaked_...,.__..... ❑ N,2 Crwck Cbaad l st ,�' W 2 Ckeck Cb=W Rdy ............ .. .. Cl Leaked ❑ Looked...... .... __....__.___.❑ Passed Test Yaa W. -_ Passed T" YN_No— Lew P,easve _ - N, ICkea Cbsad aple. ❑ WICtuck ee Cbd ION ......__.__..__.❑ fall, DCVA Lewd. .. U Leaked............._.. _. .__.❑ No 2cMr� Clmdt%N FI Nd 2CMd, Cbeed".._.. ........ .......❑ Le*" Leaked..... ....... ..... ...... Passed lest Yee_N,__— Passed Teat Yea_Na_ Lew Aesau,e Ae blet Oyared_. _. 8 Aa bkr OperW---Pad PVB Failed baped tI Frlodbagn.,..................❑ Psd Ckeck Valy< BI�A Ckeck Valve ___ Pad Laekad__.._ Leaked _.._.............. Passedlest YN—No_ Passed Test Yes._ _No_ \Q Mnee,rn Seper,asar,: YM_No— IS THIS A PROPER INSTALLATION YeS No Water Service Found On OR Water Service Left: On ,]e_ Off REMARKS Ted Equtpment Fake Ada�usL1Y.- ModN I�fL_ Sonal a s f--k—AamwmW Vwft&on Dm* 4C Assentbty Tested Satifacumity _._A/ Faftd I CERTIFY THE ABOVE REPORT TO BE TRUES Carktied Lu:!:sJ1sc�! e}Tay•�a�Tl,�-eta._. 2 �J o� _ INY Test By: �X�NC Can No. "76 /d d/96' .- ;;. RaOailed By: --- ----- Get No. 1MPat Tact BY --._ Cart No _ ..__-- -- __-_ pate � :1 r r r : L 1 F ORCA Wa,°`Fu vaya c;-r1 0� Kanto„ Backflow Testing Services P.O.Box 41 •Buckley,WA 98321 Ar (M)863-7001 NAME: --/nl Mum*- .—_—_ __. __- _._— FILE NO: SERVICE ADDRESS: k LOCATION: CROSS CONNECTION CONTROL FOR: TYPE ASSEMBLY: StANUFACTURER: .4m¢f MODEL' Shan- SIZE'-. (a� — SERIAL NO. F NITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING aasure a o w Apes Aways OIPP Apas(.S Psb I 1 CMck VeM— Gsmheck VW._ ps.N.owMd 2'e3 _ Ped Ralal VaN.OWIW N :CMak Cbs.dky's -.._..]wek Cb.Wryx Lj LsakW laYadCkep& CbeWWx NP 2CMak Ck*W VA ..... .._❑Ls.kW........._ .. ... Lse .. ❑ T.at- YN NP—....v.Cnecx =:.d No.1 CMckCIpaW Ip�t ❑ —PadL..kW Ckeck No 2Check Cbs.d 1✓yN L.ekWed Test- Pusee TM: Yas LM Res.a. —'— — Ma _pad Ar Inky Op-ad A.M41. OlsatsW ❑ FMedbaasu......._....._....❑ Pad Pad r Chem PVB ............ Lard.,_...........___... ._.... ❑ Pasta het. V.s_tb-- Pond i.M' —N. AG ktn.nxn Saesralbn. Yw—MP— IS THIS A PROFFR INSTALLATION? Yes No----- Wafer Service Found: Oft taster Service Left: Or✓ on REMARKS: - - Y j/•>19 Taal EW�eeel- _ - Make _ Us"�� Seal ..�-Z-r��-Accuk Verdicetrion Data AssarnOty Tested-. Satislackwily .—. Faibd _.. I CERTIFY THE ABOVE REPORT TO DE TRUEas - P.�.e Cart No. L�ZPa--Data Initial Test BY'. spwa Data Reps.ed By — Can No Flepaw Tad By. Carl No. Dab fps.. ..._. ..._ _...�..........--..�,.—.-..�.�w++..�.���.. CI ry of- le yu-m to 4A~PUBLIC UTILITIES I— ASSEMBLY Is WATER DIVISION RETURN To'. water Division NEW BACKFLOW PREVENTION ASSEMBLY wet«a.aYs« ❑ EKtsnND TEST REPORT REPLACEMENT QCtJ �10►"J_.I RETURN BY. NAME: �7� /►/RF..1._ —_ — FILE NO.: SERVICE ADDRESS: `�3 R 1 N t t,y_ A-✓-' S o — - LOCATION: ?,- R 12k'74 Aamr S OL< o,� CROSS CONNECTION C41INTROL FOR: F S/f T?AJK S TYPE ASSEMBLY: MANUFACTURER:W(wealN3 MODEL. f 7fXr- S¢E;� ..I;._�I ti,.` 3 F�.c,• �- REPAIR OR CLEAR—ING Line Pressure 70 Pressure Drop Across Pressure Drop AC1,111 No,1 Check Valve _ �' osid No.I Check Valve._ Relief Valve Openetl Relief Valve Openec _ RPSA No.I Check: Closed tight-......................p( No.t Check. Closed tight ___.... Leaked......_................. U Leaked..... No.2 Check Closed tight......................_9 No.2 Check: Closed tight _._. ....... Leaked_..............................C Leaked....._.. ....... Passed Test: Yell No__ Passed Teat: 'Yea_ No_ Line Pressure—_ _ No.1 Check: Closed tight.... _-----.v,d No. ICheck: Closed light........... DCVA Leaked.......... Leaked._.... .__,..L] No.2 Check Closed tight ---Pwd No 2 Check: Closed tight .......F) Leaked.._...._...... Leaked................... Passed Tast. Yes_. No Passed Test: Yes_ NI_ Line Pressure Air Inlet. Oprled _ eW An Inlet: Opened r` PVB Failed to open., _.............❑ Faked to open.....................❑ Check Valve:._ _ psId Check Val": a' Leaked......................_.....❑ Linked................................ PasieCTest'. Yes..— No.. Passed Test Yes No Ad Minimum Saparatia: Yaa_—__ No_ IS THIS A PROPER INSTALLATION? Yea (_ Flo_. REMARKS:-.. .._ .. Taq EGulPmenC IAeke ModN _ SMiel a. . Axueoy YenhcWon Del 5 b I CERTIFY THE ABOVE REPORT TO BE TRUE: Cenmea Garr �Qie/60 SZ.S /- n�viernrvai marwie _.4 Initial Testa: _ Grt Na�{lSLY.SIJCti._ DaM Jie-- �-!-L F s{ Repainq 9Y: CMt ND. QeM ___. . 2 Ripen Teat By: �in.i Cart 110. Bah J 1 FRAM Panatanlc FAX SYSTEM PHOW NO. Oct. IS 1996 06:34PM P2 PIANNING/BUILDING/PUBUC WORKS DEPARTMENT Wamr Utility Bngmeerrng 2552651 ^ Municipal Building 200 Mill Ave.S.Renton,WA 9W55 BACKPX DW DEVICE TEST REPORT umvmwmaw m. rrrnh e, cmuct M,on. e►..arrea.r �l�A��/�iYAt-7'�— l.vu...ro..o. QACK D G ,g/.t-t aY/17 G7,rs-• __ W lw.aw..Tlr dTlrt TYF d/,r.vaJr 7/ 1/6 Dct ✓4 DaaW O.�aw.OYe .v lore a.ra v.M. i.c0m* Ud Q..Y avWl V" aPn..4 _pN PM lYIYITea OCaa�CtW�{Q� OOY4 aLLM-. O♦•WaM ai4 M,are. O WY.A 0 4—p" Wu0 O _Md Ma.M W FYwYN tllal Tat Aa.r aricumd aWt—O c"@e*A,_ OPs,.at _aea e.F.�. tv-_Pan _aea —eaa Air Gap Inspection: Required minlan m alr gap mparatbn Provided O>a O r Navel—ladon: Orw O to Rmtuh: a/erw /A/srs!/aTii..i r•��a r 7 - Tm�aw+moarrolttwsoTogTtetn; Retrnt Report to Mgr Daemon.Cross TN6t'"'"f.a ?"_77A r Connection Control Specahm <As..r�s.w..wwrr,wr,..+www...a.u�nrr wniraaY PLanipemu"bw MVAWa ar tsa. Public Wade Department Watm Udl"DrvWon M4A.LTfrW tr. 2W M01 Avenue South Ranson,WWWtgoon 9W55 cntttrtrwit0e nc atlaa7roM DATC tYwwemrw.acwnw.0 O /1-JL !i 10/18/96 18:35 TX/RX N0.3535 P.002 J �V -ZZ36 PRECONSTRUCTION CONFERENCE AGENDA DATE, March 11, 1996 LOCATION: First Floor Conference Room DONNELL RETAIL/WALMART SITE 1. Introductions/Sign-in Sheet 2. Franchise Utilities 3, General Comments on Attachment to Permit 4. Comments from Utilities and Maintenance Fow�6Il P4PM �o SsPP�:G6 I.G�ocpt¢ G} 1St„It. HtDf.a.RS K0"vs Dow ,ti , ru P. J LU10LO 1e \IlY CJi3 CO., "%0. tw%4 Cdl H�OAar. Mi',y r, kv-CIS : N;ZiN k'(9& " Ia1%aa. .F 0.0.0 t ATb 5. Questions or Comments from Developer/Owner/Contractor J J ATTACHMENT A PERMIT NO.C%0022 BONNELL RETAIL SITE/W ALMART Inspector: Rick Kokko Project Manager: Kayren Kittrick Phone: 999-1831 Phone: 277-4499 Fax: 277.4455 FRANCHISE UTILITIES: I. The franchise utilities require copies of the approved construction drawings before designing their facilities. Provide a copy of the approved composite drawing to each utility for inclusion with their permit application. 2. Each franchise utility must apply for a separate permit prior to construction in existing or future right-of-way. A blueline drawing showing the location of all utilities, city and franchise, in redlines shall be submitted to the third Floor counter for City review two weeks before installation. 3. All franchise utilities shall be separated a minimum of five feet(5')horizontally and twelve inches(12')vertically from City utilities. GENERAL: 1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK. NOTIFY FIRE,POLICE AND METRO OF CONSTRUCTION SCHEDULE. CALL 911 FROM A LOCAL LAND LINE ONLY. FIRE DISPATCH FROM CELL PHONE:854.2005 2. Contractors are advised to only use sets of drawings stamped and signed by the City of Renton for constructing utility and transportation improvements. The approved plans do not constitute a fill and grade permit or grant any rights to fill andlor grade outside of the right-of-way. Keep a set of approved drawings on-site at all times. 3. W^rk hours for hauling in right-of-way are weekdays, 8:30 AM to 3:30 PM, Saturday by approval only and no Sundays. Construction hours: 7:00 AM to 8:00 PM. 4ny changes to work hours shall have prior approval from the City of Renton. 4. Contractor must call for City inspection before 3:00 p.m. on the previous day. Overtime takes spnial authorization and scheduling in advance. Pay schedule is $50 per hour for overtime. 5. Keep the streets clean. Truck washing and other measures as approved required for the duration of the project. Provide whatever measures necessary for cleanup and dust control daring job and at night. J J I I 6. A Traffic Control Plan shall be submitted for aptroval orior to oermil issuance. Traffic control and signing to be in accordance with the Manual on Uniform Traffic Control Devices. Flaggers shall have hard hats, vests, signs and certification card. Haul legal loads and observe all traffic laws. All truck maneuvering and materials storage to be on-site only. Right of way to remain unobstructed w,.... possible. No stockpiles on right of way. 7. All utilities must be inspected prior to backfill. 8. The contractor,as well as the engineer,shall keep as-built drawings. All changes shall be shown on as-builts. As-builts shall be per City specifications. All bends on waterli..es shall be surveyed prior to backfill with horizontal and vertical control for all bends established. Sewer lines may be surveyed after backfill at manhole access. As-built drawings must have a P.E. or L.P.S. stamp. Final occupancy will not be issued until receipt and approval by the City of project utility and transportation improvement as-built drawings. 9. For any field changes: If minor,submit a shop drawing or schematic through the inspector or by FAX- 277.4455. If major• the project engineer should submit drawings and complete justification, information and calculations as applicable to the Plan Review project coordinator.The City will answer by memo or schedule a meeting within two days. The field inspector can not give approval in the field for construction changes. FIRE PREVENTIOA: 1. Maintain access to rite at all times. Must be able to support emergency equipment in all types of a ath its most be in place prior to any combustable installation above the toundatior 2. All new hydrants ue Cory type hydt ants to be painted Safety Yellow. I.twa and Renselear are manufa�mrers of Cory type. An alternate fire hydrant, Clow Medallion or Mueller Super Centurion have been approved for use. Any hydrant installed shall he equipped with"quick connect" style fittings. 3. New hydrants are to be covered with burlap bags until operational. 4. All blocking must be inspected by a City inspector prior to backfill. 5. Leads that exceed 50 feet in length shall be 8". 6. Call 911 from a local phone if the watermain needs to he shut off(emergency only). All other water mains or valves shut down,call Renton Water Department at 235-2646. 7. Fuel: any temporary on-site fuel supplies shall have a separate permit from Fire Prevention. 8. All underground mains serving fire sprinkler systems must be installed by a Washington State certified fire sprinkler contractor. J I r 9. Notify central dispatch 24 hours prior to work in the existing right-of-way. (Local Land Line:911)or Fire Dispatch(cell phone-854-2005) 10.Any Hazardous Materials Permit or Hot Works Certification may be applied for through Fire Prevention,second Floor of Renton City Hall. CITY UTILITIES WATER: 1. Pipe materials,valves and fittings shall be as indicated in the approved plans and standard rotes. In the case of construction in proposed new roadways, all construction of the road prism shall be accomplished and in place prior to utility installation to avoid damage or disturbance of the infrastucture. 2. All connections to existing mains shall be accomplished by the City of Renton. The contractor constructs the new water main to a point about ten feet short of the existing main. All necessary excavation, shoring, and materials aoe supplied by the contractor and shall be on-site prig to scheduling. Allowing at least two working days advance notice, schedule the connection through the construction inspector. 3. Procedure for cleaning and construction testing of new water lines: a. Temporary and permanent thrust blocks shall be formed. Concrete for thrust blocks shall be delivered to the job. No en-she mixes are allowed. All blocking must be inspected before backfilling. b. Pipe cleaning shall be by poly pigging through vertical crosses installed at the ends of the water lines to serve as pig launches and sediment traps. c. All water lines shall be pressure tested to minimum of 200 psi or 150 over operating pressure(static)for 2 hours. Services may be tested separately by visual inspection of the corp stop under static pressure. d. Chlorinate for 24 hours, using liquid chlorine and chlorine pump assembly. The inspector shall schedule chlorinating. Five working days advance notice is required. e. Water used for Flus!ting water lines shall be drained into sanitary sewer only. f. Purity tests are collected by the construction inspector at blow-offs and hydrants. Water purity tests are taken to the laboratory on Wednesdays. Contractor shall arrange courier service for any other day. Tat results are available in 5-7 days. 4. Crushed rock backtll to grade is required in City right-of-way. Recycled concrete may he used in lieu of crushed rock backfill. Pit run type material may be considered for use in backfill by the construction inspector. Compaction testing may be required. S. Where conflict exists,the water main shall go under other utilities,however, it is preferred that no water mains shall have more than 6 feet of :over. All water mains shall have a minimum of three feet of cover. 6. Finai acceptance shall be after final walk through .aspection, adjustment of all structures, and approval of as-builts and cost data inventory J J I SANITARY SEWER: I. All pipes and materials shall be per approved plan and standard notes. However, any sewer pipe with less than four feet or greater than fifteen feet of cover shall be Ductile Iron,Class 50 or C900 pipe. Pipe bedding for PVC pipe shall be pea gravel or 518" minus crushed rock as approved y the inspector 6" above and below the pipe. 3. Backfill shall be compacted to at least 95%of maximum density. 4. Contractor will be responsible for TV of the sanitary line. TV after channeling is complete. Air tests on main and sidesewers shall be per City specification. Number 6 wire shall be wrapped around the stub and extended to the top. 5. Contractor shall asbtult the invert elevation of side sewer stub. If cleanouts are installed. the top and flowline shall be asbuilt and noted on the record drawings. STORM: 1. Approved temporary erosion control measures are to he maintained at all times. 2. All pipes and materials shall be per approved plan. All roadway excavation and backfill for construction of the road prism shall be accomplished prior to installation of the drainage facilities to avoid damage or disturbance of the new infrastructure.. 3. Contractor must notify engineer of any vertical conflict prior to proceeding with construction. Submit a shop drawing for review. 4. Bedding material shall be per Standard Secifications 9-03.12(3). 5. Backfill shall be compacted to at le.ut 95%of maximum density. 6. Catch Basins shall be grouted smoothly. 7. System shall be fiusned and cleaned. City may request that the line be lamped. S. Smooth interior wall corrugated polyethylene storm water pipe, where permitted, shall use heat shrunk or watertight couplings. It shall also be bedded in pea gravel to the springline. TRANSPORTATION: 1. Uniform traffic manual shall be followed for street closures and routing for traffic. The approved traffic control plan shall be in place as required. 2. Paving -- The minimum compaction shall be 95% of maximum relative density on subgrade and rock surfaces. 3. Contractor shall not leave open trenches overnight. Backfrll, plate or fence all trenches. The proposed method of cover or protection shall be submitted for approval to the I inspector. Shoring plates and cold mix to he on site at all times. Cold mix for sidewalks and driveways may be required by the inspector for safety. 4. Keep field records for asbuilts. 5. Truck hauling to be in Iron-peak hours only. (8:30 to 3:30) 6. Watch for pedestrian traffic. Provide'sidewalk closed'signing as needed. J J I AL 30 '% 00:301n to LPND DESIGN P.1 FAX TRANSMITTAL Washington Land Design 10700 Meridian Avenue N., Suite 503 Seattle, Washington 98133 (206)365-9570 FAX(206)365-0225 Date. July 30, 1996 0 To: Abdoul Gafour, City of Renton LVater Department Fax: (206)277-4455 Re. Utility Conflicts at Renton Wal-Mart Site Sender. Derek Sinclair YOU SHOULD RECEIVE 2 PACE(S),INCLUDING THIS COVER SHEET. If YOU DO NOT RECEIVE ALL OF THESE PACES,PLEASE CALL(206)365-9S to Description. Please find attached a sketch showing our proposed solution for the utility conflict at the Renton Wal-Mart site. Washington Land Design has proposed revising the proposed storm drainage system to eliminate one crossing of the existing 120 watermain and to deflect the existing 12'watermain underneath the proposed storm drain,as shown. We anticipate the necessary clearance between the watermain and the proposed storm drain crossing can be achieved through the removal and re-installation of the existing 12'watermair using the deflection criteria previously discussed, a We have also proposed the relocation of the 12'gate valve to facilitate the watermain. shut-down for cor,truction purposes. We understand that the removal and re-installation of the existing watermain can be accomplished by the site contractor,and that the City would make the connections upon acceptance of the re-installed watermain. Please advise us as to the City of Renton's position on this proposed'econfiguration. Please call me to discuss at your earliest convenience. Thank you. ' ,��qos r,. 1 (- W — — -- — METED STORM DRAIN 3 J g 10 APPROXIMATE AREA OF ®per DEFLECTED WATER MAIN NEW CATCH BASIN 12A s=' 1YPE II CATCH BASIN SOLID COVER RIM = 25.9 ^ IE = 20.1 =:,=�® /y `4 r-DELL STORM DRAIN ce ❑ / - z 00 IE-z (6 ) —� ` Z. "� 5'a - N µ LB RELOCATED 12 GATE VALVE -- ' 0 E`z} TO FACILITATE WATER MAIN SHUT DOWN iE=z2 X� EK rF u CITY OF RENTON TELEPHONEICONTACT RECORD Contacted Mark Metsker - Panot Fire Date of Contact. 7/1,96 Systems Telephone No 1-206-926.2290 Time. 3 pm City of Renton Abdoul File No W 2236 Contact SUBJECT. Wal-Mart-Fire flow Location: SW 7th St Items Discussed. ' Returned call from Mark Melsker of Patriot Fire Systems and left message with receptionist with following information: Available fire flow from the new 12"line on the west side of the building .s 5,300 gpm at 20 psi,residual pressure. The static pressure is 72 psi - He can call me back if he needs more information. For reference only,there was an actual field fire flow analysis performed by Joe Geivett of Washington Land Design on 11/9/95 and the tests results showed that the existing line can deliver 20,225 gpm a, 20 psi, residual pressure, but this flow cannot be t u., . -'nice the velocity of 8 ft/per second was not considered. A copy of the tests report can be found in a black 3 ring binder in the book case below the TV in my cubicle with the label Fire sprirkler/fireflow or you can call Joe Geivett at 365-951 J. Recommended Follow-up. None. CC.Kayren Kittnck and J.D. Wilson by E-mail on 7/1/96- 3.30 pm M vR,/.nMn020x ng _..w . ' M, 1 I i CITY OF RENTON TELEPHONE/CONTACT RECORD Contacted: Derek Sinclair Date of Contact 6/28M Telephone No.: 365-9510 Time:9.30 am City of Renton Abdoul File No.: W-2236 Contact: SUBJECT: Wal-Mart-new 12"valve Location SW 7th St Items Discussed: Returned call from Derek Sinclair. Since there is no existing 12 ` valve north of the cross at Ste 10+44, he proposed to cut in a new 12" gate valve in vault per city standard,on the new 12"line between the new hydrant tee at Sta 11+91 and the bend at Sta 12+81. He will fax a sketch to Kayren Kittnck and has already spoken to Rick Kokko on this matter. He will show the new valve on the as-built plans later. { I suggest that he shows 2-12" sleeves for the new valve cut-in and locate the valve at I+ least 10 feet away from the hydrant tee, in order not to undermine the block(if poured) and to have enough room for the 48"vault. r � + r { s rS Recommended Follow-up'. None. CC:Kayren Kittrick by E-mail on 6128196 M:xtrM Eac./p 1pma Wool— M F ' r' a I RAR 22 '96 10'39i1 k4A LAND DEE IGN ,. P.1i2_. AffWashingtof -and Design MEMORANDUM VIA FAX(2 Pages) DATE: March 22, 1996 TO: Cory Thomas,City of Renton Kayren Kittrick. City of Renton Craig Burnell,City of Renton Abdoul Gafour,City of Renton St*Carlson,City of Renton FROM: Jim Towslee, P.E.Tbl— Derek Sinclaiwk!`5 SUBJECT: Wal-Mart Building Permit#8960054 IN,.are in receipt of the attached memo,dated March 18, 1996, from Ron Olson, the Wate•Systems Director, and Abdoul Gafour,the Water Department contact, regarding the available fire Flow at the project site. That memo indicates that the water system, including the proposed 12' looped watermain around the building,can deliver 7,300 gallons per minute(gpm)at 20 psi residual pressure, as required under 1994 Uniform Fire Code, Appendix III-A,Section 2. This is in excess of the required fire flow of 6,000 gpm,as calculated by Cory Thomas and indicated in the permit condition letter received March 11, 1996. Therefore, we understand that the proposed 12'watermain loop and the existing City of Renton water supply system can provide adequate fire flow to satisfy the Fire Department's fire flow requirements, and thus, no modification to the building or watermain design is required to satisfy this permit condition. We appreciate the City staff cooperation in resolving this issue. However,we would like to point out that Paragraph 4-7-8 of the Building Regulations of the City of Renton establishes that fire flow requirements shall be based upon the criteria established in Appendix III-A of the Uniform Fire Code. A strict interpretation of that section of the Uniform Fire Code appears to yield a significantly lower fire flow requirement. We understand that the City of Renton has established a methodology to calculate fire flow which incorporates portions of the Uniform Fire Code and appears to incorporate portions of the 1974 Insurance Services Office(ISO) methodology. We suggest that the Building Regulations be amended to clarify the City of Renton's fire flow calculation methodology relative to that described in the Uniform Fife Code. Thanks again for your assistance with this project. cc: Brad Urie,Wal-Mart Stores,Inc. Mel Archer, BSW Architects mkmcNtmwn t 'k MAR 22 '96 10139AM WA LAND KS',dN P.2/2 RECEIVED MAR 18 1996 .....0 ON lAw)De51131r CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: Much IS, 1996 70: Corey Thomas _ Renton Fire Prevention FROM. Ron Olsen•'Utility Systems Di STAFF CONTACT Abdoul Gafour(art.6210) SUBJECT: Available Fire Flow at Wal-Meal Site I According to the City's fire flow map, the proposed 12 inch looped water main around the Wal Mart building ran deliver 6,000 gpm at 20 psi residual pressure,and at a derated velocity of 8.3 feet per second. In a nonderexil velocity(10.4 ft/sec), de above looped water main can deliver 7,300 gpm at 20 psi •{( residual pressure A field flow test was performed on 11/9195 by Smith Fire Systems and Washington Land Design. The enclosed flow ten report indicates a actual flow of 20,225 gpm at 20 psi residual pressure. However, _ according to City's policy, the flow must be derated to a velocity of 8 R per second in order to - 1 minimize the impact to the water mains from vibration. 7hradditionaFincrease of 0.5 lVsoc (i.a. the difference between 8.5 ftlsec to 8 fJsec)-needed to - ---- - deliver the above 6,000 gpm will have a very negligible impact to the water m ins .,g a R:Nril w.ea,L»Nam br.nGYrr�wand IMa1mNOa En<lewm 9 j fsNaawaa�auytv..t� 4w3 t1 i' yyyy -. N(r• p k_ t CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM # � ap4 DATE. March 14, 1996 TO Kayren Kittrick ([[[y►��/(�l(/ FROM: Abdoul Gafour(ext.6210) SUBJECT: Wal Mart-Fire Flow Demand y This m rma is to respond to your questions regarding the available fire Flow and the required fire Bow demand for the Wal Mart site The available fire Flow from the existing 12'water line around the site is 5,640 glum with a velocity of 8 ft/see at 20 psi residual pressure. The 9,337 gpm Bow at the intersection of SW 7th St.and Lind Aw SW is corning from the 18"water line that is reduced down to 12"inch west of this point. Thus, the available Bow from the 12"It=or.SW 7lh St.,west of Lind Ave SW is 5,640 gpm. During my review of the second submittal of the water plans for the project. I asked Corey Thomas about the fire Bow demand of this project, and based on the plans that were submitted to the Fire Prevention Dept.at that time,Corn calculated the fire flow demand to be 5.750 gpm. Since,the difference of 110 gpm can be compensated by increasing the water velocity in the 12"pipe to 825 ft/se ,1 have made a judgment call to allow the now water main to remain ain as a 12 inch line. In similar borderline taus, I must get approval from Ron Olson first,prior to informing the plan review staff to advise the developer to consider other options such as to increase the sizing of the main or to reduce the fire flow demand for his dcvciopment by others measures. What I have faded to find out, is the fact that Corey did not have the latest plans of new building or the new civil plans when he provided me with the fire flow demand of 5,750 gpm. As you may recall,Corey stated that the first time that he saw the plans was at the pre-construction meeting After his recent review of the revised building plans,he calculated the fire flow demand to be 6,000 gpm It is my understanding that this increase of the fire floor demand was due to the shifting of the location of the building,in relation to other existing or new buildings. Now we are faced with a 360 gpm difference bomwert available and required fire flow demand [will need to discuss this=net with Ron Olson. this afternoon(3/1406)and gee a ruling from him To further complicate this matter,I also understand that the building permit has not been issued vet,but the construction permit for the watermams and other utilities has been issued. I take full responsibility of this oversight and lack of communication In the future. I suggest that we get a copy of the latest fire flow'calculations from Cme% prior to making our comments on the sizing H March 14, 1996 Page 2 of mains We need to make sdre that the comments from both fire and plan rccin% were made from the same plans. In regards to your question on real life parameters and comfort level, 1 do not rant to attempt to -- answer it and get myself into more trouble. 1 need stick with the current City codes.and check r ith higher authority(Neil,Lys and Ron)when we hart borderline casts similar to this one Thank you. hFVMeNbOuw�h1Y11 ((' Corey lLmur,tieil N'dv.Lta Hnmhy,Ron Dian ,`` I }"""^`�'as4aMMNayYM6VaartitM�Wy�f4r+nyAWWrr cMt«w«.-, _., .. ..a;:�ydyrwi{ •t11� �� 4N aw a {4I�V dd'''"'111111 r1n 4� 5 I CITY OF RENTON MEMORANDUM Date: March 14,1996 To: Abdoul Gafour From: Kaymn K.Kittrick(x449%,�23 Subject: Bonnall Retail Site I Walmart Fire Flow Demand Thank you for confirming my observations on the above subject situation. Please do not feel responsible for the situation. it is not your responsibility to coordinate the comments and identify the problems for solution. As a plan reviewer, I rely on your expertise on the tit,water system and its condition to aid in making informed decisions when these types of questions come up. The cons lion permit was issued because it was ready. There is little difference to placement of the infrastrucl a for this development and that of a residential plat. The plans provide for the maximum fire flow available in the area being deliverable to the site for the prospective ace. The building permit is a separate issue. Quite rightly,the final fire flow calculations occur with the review of the final documents for this permit. The fire flow requirement may have changed but the flow the city can provide does not. Even if a larger line were installed, it would still be restricted with the 12•inch diameter loop connection and the existing fee flow in the vicinity. Therefore, it lies with the architect, fire department, and Wilding official to determine if the building meets the necessary protective requirements. The difference of opinion can most simply be solved by sharing calculations from all sides so that everyone is working from the same than and tte same set of roles. The choices at this time are relatively simple: • Determine that 6000 gpm is a fixed number, or the water system is incapable of sustaining the required flow for the duration of a fire,and direct the architect to make any changes necessary to the materials or location to bring the requirement down to 5750 gpm as agreed at the preliminary stage. l OR Determine that fire service is not detrimentally effected by the difference in the calculated fire flow and available fire flow due to such items as monitored fire alarm system. number of hydrants, sF -kler system, proximity of fin) fighting equipment, etc. Sign off from the Fire Marshal and the Water Utility Engineering Supervisor would probably be sufficient with concurrence from Ron Olsen. Thank you for your continuing contributions to the solution to this problem. I louk forward to hearing the outcome of your conference with Ron Olsen and am available for questions or comments. PC. Ned Wads Lys Hornsby Ron Olson Art Larson Corey Thomas BONii9E IX.0 toYI1��� Y yip 1' M 1 u h "7 , F . kr� ) PI t q ' Short Plat (SHPL d ) r v G REQUEST FOR PROJECT a Prelim.Plat (PPd,_ ) r" CAGY _ enim To: Tochnlcal Services Date WOy 878a5 rm enY C9L DOale�, T i From. Plan Rcvicw/Projoct Manager ({ps/pe-Fj 21L1L Project Hanle -SS2ri F.. �gN1W l�TRtL / <,IALu AI@..T - Dimcnption of Project: WATt-u, SEUE12y S• pm p] Vluf4l j nwJh Fo� _ �MMEPLI{il. £E"CAII_ l Circle Size of Waterline: E` l0" 12' Circle One: ® or Extension - Circle Sim of Scwerline: E" 10" 12" Circle One: New or Extension Circle size of stomlmc '`Lr 15" IV Q Circle One New or Extermian {2e1N!$ Address or Street Name(s) 743 A\I• S • ST' DApr/Contractor/Owner/Cnslt' WgSN11J(�1DIJ Lp�� �Sld� (rowrrm.nuq Check each discipline involved in Project Ltr Drwg x of shaaT per discipline Trans-Storm (RmdwaY/Drauuge) (Oeriie�mporme�:%�rclu4 m:n wrc$ Transportation (spw— aw 1 .0 t+d.0 C� Wastewater 1/ ���yyy (Twury Sa..w Muu,)(urluh WN wrc) yJ Water (Im V"q Hyb ) / / •V (IMu4 aw�pwwel MriawulON SFnY) TS Use Only L/o- WOO- A]- IAA& - 36 � Y . . 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