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Home My WebLink AboutWWP2701429 KAP-27-0499 SnN—1 So�N MEADCV II NE 13th & BLANE AVE NE I ,r 1 � 1 BEGINNING OF FILE FILETITLE WW P" I ..oq ? SAN - I SWAN mekww . z Ne /3- AV6 1 FNUY Malhul tl truct Etmpu/ 'a"•Ce'"""o en,"cow"' Fill(nr Reaord at.^.aavnt of IS IX X Y TO Yxee..v.v......., b4 oYYrd.taY a.• IowAarrli� ' M j BILL OF SALE re"`1e. KNOW Al.l.``MFN By THESE PRESENTS.TbY V/N �Itlyp l,l ce..v el Fes-, Sul,el Wpinpon,Ibe pn I el•� IYw/G•-j „ ta um r and in I." ..In.el.be• al FAt f • — Q pl Ibt fins pvt. SD Y Ivfid monY of pe Unit'8ffinu el America,to �.«..— Dwun "C inb.nap.w__brZLa. <.JF) mpALJS,— We p\^ rla el the Wend part, be rme, wberew tl eerebY,>c4no.lydt', dki by Ibex prnenu po,. a0 barp ry 11•na debve<time,the is Den f the•,<end Part,the Icllowlnl dee<ribea Pere eil property now p..�p tared we &.nu.+.AK A/e. ke /i'+k. (V de time Coy a, .CovmY el and Sul,of WaW;+pon, eo-wit: r Pic QtG o�WMLZ' e 7 sewn 5y111 -_ s��,�w,jttua/4y w.un...G...7 /GY.✓ SuARa /p,.a«. q jA-w r / It ,u cods t*t G.e.., dlu f 7Vve"Q-lN�.w s "fm&ii -e,-4U-1 /y�., As..��i. ear ludtn •ot lQp,lure,�. TO HAVE AND TO 110LD an Yme a pe Yid rod the second adminutealw,lend Yu yYa'11� %h• heln,eYc.b r,. tna Ipnver, teed Yk party/,fa of the fins bell, tw /' aecumn, mmisInUen m.aweJ aM yma to end nib the eend '; bein, a r.a, 'minuvaton cod aenpn, pu Yid wrtrl..a of 'he fint pen Lre r e�eFd�pan,.'b' it prepense.[Yda\nd rAYrela and"Vif ra '(Aa. Own, yy1��ebe Ye will wunnl and defend at side ben ly t de aaeo tb,Yea>ut`or tY eo oil Ibe YIM.•M pet/I 6a) _yj.../- atiled,admi.nab•wrs and sad ,, m. I e wit of I el the�.}m!y\n, 1�g /A"„ claim rbr xa,e, 6n yin,t all apd every penan or pene,ueh+4eny>vq 4riv ehimYp w m I IN W'TNESS WHEREOF,The Y,d dun el else 6ne pan h• and \Y'and eleY Lh / {e Yl� 4enU (\Ml) (aML) STATE OF W TON, o � lep\aYl�'i seed MIaY r i7A 4,¢t i S..•1 v;. in me ewe,uaQe_ ,o�a:d jl Cr,ptd J.aN Ne YgWd 1M ip;:, wind IorepoinE innrumml a'a •Sn, S"O`F (?: fell awu can ud •� yneq:11e°aed rpatd W aarwt u d w ry wit.'it ae'. roe ehr M1a OF NASN`�.t l Cl:EN dAdYrtMrhala and of seal IIW ":91 dtY M Oco'M1'4ol n "'°r`Y FwMI<. w�jee',uTier<.l w.eary,.n. �/d SjS.ap uuet Y C S r _ f TRANSMITTAL TO: Waste Water Utility I 4 FROM: Subject Submittal of Sanitary Sewer TV Tape Project Number Zye} e 7c)V a - Project Name Si._'LlrJ f ht 6DGYalS .� I have reviewed the TV Tape(s) for the above project and the line(s) appear to be in acceptable condition at this time. I Save reviewed the TV Tape(s) for the above project and the line(s)are not in acceptable condition at this time for the following reasons: m/tmdafm/MAB/Ea YIU� CQ4rje- 4 Nt.' �•�G'��l,Wt $ I1 I i I J1` _ J SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT 1VAq > .zS CdG' y7vY '-t_ oar z_ IN LOCATION LENGTHI K I C RESULT U �5 lmk - Two, a •'yan e ' s w riFi � t� ia4a' T p•- -c;, t , A I � TRANSMITTAL TO: Waste Water Utility � i FROM: Subject: Submittal of Sanitary Sewer TV Tape Project Number y.JA*r y70C1*7-_ *k --rots 1 Sa .S �9 Project Name ,5"kAr ) nmAUQ{aL_SV I have reviewed the TV Tape(s) for the above project and the line(s) ' appear to be in acceptable condition at this time. 1 have reviewed the TV Tape(s) for the above project and the line(s) are not in acceptable condition at th;s time for the following reasons: !�f Po,uD sAl�_/S cq �Sre-�.�_1Sdteers,,E Q1r sle MNZ .� y +a.�—Frl>I4rsw ,u vlir : ,C-. i}jvT 1N4 TN\4 t((./� EM�7./,Q 1ng_w CCK.Q as e. I m/rmrtorm/MA6/bt ,MA �w.4t r�CLe- IU�1c" /Ylo�l� l�s oee/ k 6e ywv4al I L i - TELEVISION INSPECTION REPORT m to K In~ MLOrf Na r q N„ Nu Pq aema� nt lrpte ae�tp^� 8 MANHOLE DATA —"— MH Na LOCATION DBPtn TYPe__ Footage No1O PCotlem COMMENTS U� Leaks_ i GPM Recom.RenaG ! �Jl-/1 J ICJ PIPELINE DATA m Umdenes —? J Apa__ %Eat Lwkmp Jany_ I _ RECOMMENDED REHAB. —� Clean_ Remove Grout I%I4lnty Refine RePsace li LEGEND —' SP - Broken Pipe CC - Circumferential Crack LC - LOnpituainai Crack G - Break in Gnpe - Leak PT - PrOVOCinp Tap _ ST - Service Top ' SL - SeneC.Left SR - Service Rlpnt - R - Root. U - Unpa...b�, <w YL _— GELCO INSTITUFORM, INC. P.O. Box 7267 Salem,OR 97303 Phone:(503)364.1199 I 4 I _ �i Gary's T*1*-Scan T.V. Inspection and Repair Report 4,aS II5 T51 Sut1N,YM WIY 1�1 t1.d1N JOB NO CLIEN} DATE PIPE CLEANED BY r INS►ECTOA Y LOCATION OF LINE J- SECTION LENGTH ---7 DIRECTION MEASURED TR. od•q MANHOLE NO. P'AE WE V JOINT LENGTH Py� TT TV R MANHOLE.N1. u.r «I F..,, REMARKS Fooup REMARKS 4 ' L• i3 I L v�Po REMARK$ � I LINE CONCI LION 4rN - Grµ M.nlwln TECHNICIAN I ' TNo•S 0,0 5 YO S1 N1 YIm T.V. inspaetion and Repair Report YtO I Fw11M. IRRI N1 AIEE J OB NO CLIENT OATS - I I MIKE C.CANEO BY MONCTON LOCATION OF `. �U •Ki n � �b v.�f�GtJ S 1L [ a � tee. .. �`I SECTION LENGTH DIRECTION MEAS'IRED rep MANHOLE W. PIPE LZE,.� JOINT LEN{TN I`NS/'r/F, JOIt1T TVFF LE NO. AP; N (CD/ j �W14 REMARKS F.w REMARKS 341 ri 17f/L- i l�/ L A �t,2I f 4- I I I REMARKS LINE CONDITION y fNnliryu Mn�MM. IE HNICIAN L J r i r- CORRECTION (S) REFILMED TO ASSURE LEGIBILITY J Oary's Tslr:csn T.v. inspection and t' ipalr RopW YIDS I!lNSI.yMx.,wA MIM -�� 110E1 YN A]RI JOB No. CLIENT 1 PIPE CLEANED BY LOCATION OF LNA A,) rJ7 t —7 DNIFCTION MEASURED seenonuaaTn M. Owexw .�It MW.OLE AO. FIFl ff1E-es '. Jl11NT/IENOTN (' /ram �. TM TAPE (Gbh au 7 �! O _ _N Feeler IIBMAMa Fool.F. REMARKS ev row REMARKS /r 311,�L LIME CONOITION L. _ U'AmI TECHNICIAN L J _ _J Gary's Tela-scan Milos lMM,,91 S, M1 IMIN T.V. Inspection and Repair Report IJOFItYlJ® JOB ND. CLIENT_ DATE INlECT011 M►E CLEANED lv LOCATION OF LINE JwA/J �'/�A��d WS� C y�(!` � �•"�a�"' �- ��y - t e ,7 Ea:TION Lum — DIRECTION MEAAMED .. JOIN WOLF�, T >pr E• NAPF c �' Yt IMIIP PID"AKS ReeNFE REMARKS ;y I ♦ _ /.gyp I REMARKS LINE CONDITION ' [IlVIIMY Ur -_• CiWr ' T! NNICInN "'ems PUBLIC WORKS DEPARTMENT r - 5 •�€€N{,'iINEERING p:,"♦ "X ' CtTI�bF R1;N'fON'WAJHrNGTON "Q]UyZ APPLICATION ONLY - UNTIL VALIDATED ettut�aeR ��Sl Owner location of Fork •n 5 W..r.f Andreas Se Se 1 BL 'Ale A.r Aar _ 7 2 f E . L. kt S.• ,,,„,i Sb.,<L.< � Ic,. A,"!, t✓a 710017 70C. INSPEU IONS s< _« FEES tl,nr CON 01 r(ON CONSTRUCTION Sanitary Sewer/Storm Water Permits 2D Right-of-Way Cotutruction � PERMIT Right-of-Wry Inspection Fen ra c )(Public Right-of-W.y) Water Inspection/Approval Fee 10 31. E7 + Special Utility Connection Fee, Water - aoMM 131 v�j'.1y Poye+t,*� W '—�— ater Latecomer Fee _ ' Special Assessment District, Walel$SE ze /O Date Issued to $l.•In ction/ ppr 1�. Sewer Inspectioni Approval Fees 11/1.V_�-i.3J-Y/ _<sg_ Special Utility Connection Fee, Sewer_ 00 Expiration Date Sewer Latecomer Fee _�_ Special Assessment District, Sewer _R jerence Data I,O/„ {r,- �y- f eO 5� $rt,.,r $ 4' Special Deposit, Private Latecomer 0 Special Deposit, Cash Bond ----� TOTAL FEE Description of Work —_ and Number of Feet q,-3 Lr r 61. h SI P, r.J : ii c L F c,.!-,I,' `at ...j (,....rr{.:n 54, L III LF , l/oA LP M 'w Il t .5<.,.,. ' F S 4 L F f 1I a. Contractor Bunrnesc [I '4 Sr it re C'•'14r. License Address it+r il/E _ Bond 15, G z 9— ppry_ Q t.,1�,, Il1A Te:epZ J5- LS /JS IT IS UNDERSTOOD THAT TPE CITY OF KENTON SHALI BY HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM ThE PERFORMEN OF SA D WORI(. ANY WORT( PERFORMED WITHIN THE RIGHT-OF'-WAY OR ON SEW ' IIN ST RE DONE BY A LICENSED, BONDED CONT'UCTOR. LOCATE UTILITIES BEFOR E% Y 1NG. AU 275-2611 FOR INSPECTION. —1 :all betwen B AN and 9 AN fcr AP^LICANT IT �tion in afternoons call >• 12 Noon the day before '.or inspection in corning. PUBLIC WORKS DIRECTOR iPBCIFY TIME FOR INSPECTION. ALL :.35-2620 for street signs FALL BEFORE YOU UIL BY rnd lighting. 48-HOUR LOCATORS I-800-424-5555 1 L__ w 1 � e 7 51 - i 1f inend He. NA0487 /Past ftn%IT 6040 MNOe Au krN ar rNasa MEsdrsl That we J. HRFERE CONSTRUCTION, INC. of Renton, Maehinggton as Principal, and iNSURANCERCOMHANYBC AND c aoshingten col POralion, a Surety, are Mid and firmly bound unto the CITY Or nENTON, a munlclpll corporation of the State of wasUpgtoo. in the ,.not sum of FIFTEEN THOUSAND SIX HUNDRED TWENTY NINE AND NO/100-(415,629.00) I.a rut men., ,r the Onll.d Star.. Of Awattce, rat the Payment or which, #. .. will and t,.1y to be mad., we firmly kind Ourselves, end each or ,u[ hills, esecutors, Societe t r.tors, and esalpnt, Jointly and eswetsily by these ptsaante. Stated with Sur vsi, and dated this 28th day of April, 1992 �I INC C090111pN GF THE FOREGOING GOIIGATION 1S SUCH, that, WEREAS, the i ebeva Plead Principal ham appltOJ for a pOrmlt, pulsoant to the peo.1119.2 .f prdinuneo Me. 3263. to de Certain work on a City or nonton recover, street, silty, avenue, or other public piece, during a period ending April 28, 1993 I Now rHEREroag. if the above named Prinolpsl shall Indemnify and ewe hsrmlt+s the City of Matam, from all claims, artlen. at damages of every ' kind end desCTIPtISP whisk cry OCCCUO as a result or upsning and/or M werklmg upon any roadvay, Strait, allay, avenue, or other public place, by 1 him of those In his employ, to Installing or asking connections with any vu►lle at private level ar uN am r Srrt , ar any other purgese or ee Net h.t.v" and that ha will v►I.., ono 'altar• such reelect, street, avenue, alley e, other pvbile pIOCO to se goad a Stave OF Con01t!en a, at the it., of the eamosneo.cnt of said work, and Maintain the it., In gold order to the decided t.tlersetlam of the City of Senior Engineer, and that he rill really with all the previsions of his of their rr.nehl:v er p,rclt, and .11 utalut tans It lnsttue.nts rel Sting thsrat., then this obligation to be veldt otherwise to remain in full force and, affect. . The liability undo, this bond It for a wrled or one 1.., free April 28. 1992 to April 28, 1993 and .01 be extended by two Surety Issuing a centinuntlon Costirlests. J. BRIERE CONSTRUCTION, INC. �I By CONTRA pO)IDI AND t, URANCE GOMFANY I Gy /C--t.S MIKE AMUNDSEN. ATTORNEY-.N-FACT I J.01 t/i]/a7 f _J I is t CITY OF RENTON Planning/Building/Public Works Department Eul Clymer, Mgor Ipm Gultm9an.Admlalstraterr July 20. 1992 Mt Gerry Briere J Briere Construction 1800 Duvall ..venue NE Renton,WA 96056 S'JBJECT: SWAN MEADOWS DIVISION NO. 2 S499 Dear Mr. Briere: - - The City of Renton's Wastewater Utility ha: -eviewed the television tapes, reports, and inspector's recimmendation submitted for the sanitary sewer main installation for It s project. It is this section's determination that two portions of sewer main shall be :e-rayed to proper grade to remove the excessive pondinJ and;or reverse slope that currently exists. Both portions lie between Manhole No 1 and Manhole No. 2. The fast portion is from approximately footage 29 to 41, Tee second portion is from approximately footage 68 to footage 181 rat Manhole No. 2). TIC City's inspector has also indicated that the manholes still need to be grouted and that the channels, as constructed, do not meet City standards. Please complete these ite , as well. Upon completion of all these items, you are required to re-TV the portion of the sewer main from Manhole No. 1 to Manhole No. 2 and submit to the inspector for his review. t It y have a quesperfor uire additional information, please contact me at 6212. / ...... Sincer6l Da . C istensen West at Utility Engineer CC.D005:91 5400m:v. CC'. Stan PMlvun G.,Mormon ?Ui Mill Avenue South - Renton, Washington 48055 L _ _I F Y I PRECONSTRUCTION MEETING MINUTES SWAN MEADOWS II INTERSECTION OF BLAINE AVE.NE AND NE 13TH ST. APRIL 27,1992 t, ATTENDEES: NAME ADDRESS PHONE _ I Michael Yoshitom0 Washington Natural Gas 322-6767 PO Box 1869 ext. 2903 Seattle,WA 38111 i Roger Curtis Aims 637-1958 12951 Bel-Kad Rd,Suite 160 Bellevue,WA 96005 i i Paul D. Proulx Signal Electric 872-717-t 9012 So.206th Kent,WA98039 Tom Touma Tcuma Engineers 255-4100 15668 W.Valley Hwy. Seattle,WA 98188 Dan Swanson Swanson Homes 392-9480 40 NW Alder Pl. Issaquah,WA 98027 Gerry Briere Briere Construction 255-0115 23205 SE 192nd Maple Valley,WA 98038 Gregg Zimmerman City of Renton, Prul.Coord. 277-6178 Dan Thompson City of Renton,Const.Insp. 235-2596, 999-1828(mobile) Co.ey Thomas City of Renton, Fire Insp. 235-2642 Bryson Huie City of Renton,Traffic Engineer 277-6222 David Christensen City of Renton,Waste Water Utility 277-6212 Abdoul Gafour City of Renton,Water 277.6210 { Daniel Carey City of Renton, Plan Review 277.1832 Steve Pinkham City of Renton,Const.Insp. 999-1832 I I _ r Pre-Con Minutes Swan Meadows 11 i Page 2 DATE OF CONFERENCE: April 27, 1592 NAME OF PROJECT: Swan Meadows!! Plat LOCATION. Intersection of Blaine Ave. NE and NE 13th St. COMPANY NAME: Dan Swanson,Swanson Homes,392-9480 INSPECTOR: Dan Thompson,999-1828 DISTRIBUTION: To Attendees PROJECT: 9-Lot plat with cul-de-sac,in location listed above. 3ENERAL t. Contractors are advised to only use sets of drawings stamped and signed by the City of Renton for constructing utility and transportation improvements 2. Contractor is responsible for as-built drawings. As-built survey ecords are very important. All bends on waterlines should be shot,and Inc,izontal and vertical control for all bends established. Backfill should not be placed prior to survey of waterline. The sewer line can be surveyed after backfll because manholes give access to the lines. As-built drawings must have a P.E.or L.P.S. stamp. Final occupancy will not be granted until receipt and approval by City of utility and transportation improvement as-built drawings. 3. Contractor must call for City inspection before 3:00 p.-1. on previous day. 4. Construction in the 13 foot easement can not proceed until the easement transfer is approved by the City. 5. The fill material placed on the proposed lots is for temporary storage and work on Division 1. It may not be used to fill and grade:his plat. 6. The approved plans do not constitute a fill and grade permit or grant any rights to fill and/or grade the proposed lots. CONTRACTORS: Swanson Homes (Dan Swanson),will be the general contractor and will be responsible for street improvements. Briere Construction (Gerry Briere)will install the utilities (sewers,water,storm). Signal Electric will install the street lights. FRANCHH�LUTILIT1E5: Michael Yoshitomi was present for Washington Natural Gas and Roger Curtis was present to represent the other utilities (Puget Power,telephone,cable TV). I� � I Pre-Con Minutes Swan Meadows II its Page 3 1. The franchise utilities require copies of the approved constructir utilities. t esr clans. Can Swanson will provide copies of the a a,. drawings before they draw ` approved swings to the franchise t 2, The power, gas,telephone, and TV cable will be in the same trench. The staking and trench construction will be�,�,;z,;y the contractor. 3. The City reauests that a blueline drawing showing the location Of all franchise utilities in redlines be submitted for the Citys review and a prior blueline drawing should be submitted at leasttwoeeks p io installation installation for City revi3w. Tf e City will respond with a short memo to approve the locations or identify any potential problems 4. The City requested that all franchise utiiities be located a minimum of 5.to 10'away from City utilities. { 5. Each franchise utility must apply for a separate 11 Permit(prior to construction)for construction in existing or future City right-of-way(ROW). 5. Dan Swanson will have to show the location of roof tightlines on 2 blueline drawing ( with the Other franchise utilities). The City prerers a loops connect the tightlines for the individual h along system installed outside of the Ciry ROW to Dan Swanson will also need tc show the not connect to the stormwate:lines. Plans, he driveways and wh y eelchair ramps on the FIR�PREV€T I N: 1. Contractor must call 911 a minimum of 24 hours in advance to schedule work in way, or for street closures. City right-of- 2 Contract rs must maintain emergency acces minimum s to structures at all times. Emergency access i must he s eq wide. Trenches may be t 0l temporarily plated to provide emergency access as long as adequate traffic control is provided on the site. 3. All existing fire hydrants must remain in service. All new hydrants should be wra -! burlap until accepted by fhe City. Inspectors will notify Fire Prevention when the hyd, 3nts are ready for use. PPe with 4. Permits will be required for all on-site fuel storage tanks. 5. All closures of existing City water valves must be coordinated with the City of Renton construction inspector i for conruction water IJSe n advance. A double check valve assembly and hydrant meter will be contacts g the 4th t floor Customer Service counter and'poc ng the required depos!t. maybe obtained from the City by WATER. 1. Briere Construction (255-0115)is the utility contractor. i I I Pre-Con Minutes Swan Meadows 11 'tt Page 4 2. The water line at the north end of the project does not need a blow-off assembly,but will be connected to the existing City water line. Abdoul Gafour provided a sketch to Gerry Briere on how this should be accomplished. The ecgineer should formalize the sketch as a change order and resubmit it to the City for approval. 2, The City prior e connection the to t required e City procedure Items testing, h flushing and chlorinating the water a; Vertical crosses required at ends of water lines-these serv3 as pig launches and sediment traps. b) Water lines must be pigged out using polypig. d1 Water lines must be pressure tested at 15U psi plus static head,which usually works out to 200-220 psi for a two-hour period. To be witnessed by City inspector. Pressure loss to be less than 5 psi. Test entire waterline before service installation (corp.stops can't withstand the pressure test). d) Water lines must be chlorinated. No dry chlorine is allowed. Applicant rents a pump and obtains chlorine from the City. City crew assists with chlorination. e) Water purity tests are required. City lab picks up purity samples on Wednesdays. Applicant will need to use courier service to submit samples on other days. Purity tests are taken by the inspector at blow-offs and hydrants. 1+ 1. Water line"ushing water should be drained into sanitary sewer only. 1. 5. Thrust blocks must be formed. Concrete used must be delivered to the job(no on-site mixes). 6. Construction staking is required for all water mains. Staking shall be marked so as to be understandable to the inspector. 7. Applicant must sign authorization c f special bi; ng and water service application forms. Applicant must also sign a stub service form. B. Connections to City watermains are rnade by the City. Contractor performs excavations and supplies materials and the City craw makes the connection. Install line about 10'short of existing main. Allow at least two working days to schedule connection. i 9. Crushed rock backfill to grade is required in City right-of-way. Recycled concrete may be used i in lieu of crushed rock backfill. Pit run type material may be considered for use in backfill by the construction inspector. 10. All changes must be shown on as-builts. 11. Inspection requests are required 24-hours in advance. Inspection number is 277-5570. All work must be inspected by City prior to backfill. 12. Major changes should be submitted to the City engineers from the applicant's project engineer. I � I i Pre-Con Minutes Swan Meadows II Page 5 I 13. Water mains shall be provided Wi,. a minimum of 3-foot cover. 14, In the event of utility conflicts, route watermain beneath conflicting utility line using vertical bends and thrust blocks. 15. Maximum pipe joint deflection permitted is 9"per joint or one-half the manufacturer's recommendation,whichever is less. 16. Do not pour thrust block concrete over bolts. Call for inspection when pouring thrust blocks. 17. Once the City is satisfied with water purity tests,the inspector will coordinate City crew assistance in installing waterline connection. i 13, Hydrant runs cannot be polypigged. They must be flushed. 19. If the contractor wishes to use City water for construction purposes,he must check out City hydrant meter and backflow prevention device. 20. The water system must be fully operational prior to plat approval. i 21. The City requests submittal of as-built drawings (even in redline form)prior to approval of constructed utilities. This could be provided as part of the franchise utility location submittal. 22. The contractor's surveyor must shoot all major waterline fittings, including bends. r i 23. The City requires certified as-built drawings for all utilities and transportation improvements, i stamped by a P.E.or L.P.S.Good vertical and horizontal control must be incorporated into as- built drawings. 1 24. Ir-;tall setter and tail pieces after other utilities and curbs .re installed (to prevent damage to tail pieces) 25. nor the hydrant on NE 12th St., use a long body transition,coupling (ROMAC,available from H. D. Fowler). City will perform the cut-in on the water main. Pothole the main and the City Crew i will come out and measure the O.D.for the coupling. STORM W ATER: 1. The storm line in the 13-foot wide easement, between the two homes,will be Ductile Iron from manhole to manhole,instead of using casing. 2. All stormwater lines must be flushed and lamped prior to approval. 3. Final adjustments to grade must ^made on inlets and catch basins prior to paving. 4. Backfilling requirements are the same as for water mains. 95%compaction under pavement and crushed rock to grade in City right-of-way. Backfill is tested in lifts for compaction. High quality pi;-run type material may be considered for approval by the inspector. 5. Applicant must use approved temporary erosion control plans (installed first thing at site). L Pre-Con Minutes Swan Meadows 11 Pace 6 6. ADS N-12 pipeline must use stainless steel bands and watertight joints in City i ight-of-way. 7. Plastic stormwater piping may be bedded to springline with pea gravel. Sand may be used for backfill except for in right-of-way,which requires crushed rock or recycled concrete. 8. Pea gravel should be used around the detention pipe. SANITARY SEWER 1. The contractor is responsible for any damages that may nccur to the homes next to the 13 foot easement. 2. Class 5U ductile iron pipe is required for sanitan, sewers where fill is less than 4'deep. For applications where fill is between 4'and 15'deep. PVC may be used. 3. Changes must be submitted by the engineer to the City for approval. _ C Tunnel Systems will do the boring work for the sewer. The boring pit w-ll be south of the homes and will be excavated by Briere. Provide good fencin;;around the pit to prevent children from entering. 5. The pipe in the casing must use treated wood for skids and be filled with blown sand. As an alternative,CALPICO steel setting rings may be used. Consult manufacturer for spacing requirement. No sand is needed if setting rings are used. In either case, use grout to seal the ends of the casing. 6. Crushed rock backfill is required in City right-of-way. The City needs to receive an analysis indicating that the proposed material meets WSDOT standards. Backfill must be compacted to 95%in F +areas. Recycled concrete may be used in lieu c, crushed rock. High quality pit- run type material may be considered for approval by the inspector. 7. TV inspection will be required for the new sanitary sewer. 8. All sanitar:sewer notes on plan drawings apply. 9. Record the locations of all existing side sewers encountered on NE 12th St.and the details of reconstruction on the as-built drawings. 10. Trench shoring and safety is the can'vactor's responsibility The appropriate agencies will be notified if the City inspector observes safety violations. - 11. Manholes must be cha-tneled.and shall be grouted (inside and outside). i 12. Final adjustments to manhole rims must be made prior to paving. Patching around manholes needs to be asphalt(concrete not acceptable). 13. If an old septic tank or drain field is encountered during construction the applicant must inform and coordinate construction activities with the King County Health Department. 14. PVC sewer lines must be bedded in pea gravel. I Pre-Con Minutes Swan Meadows ll Page 7 15. Sewer line pressure test will be at 4 psi. 16. Screw in a plug at connection point,flush out line with screen on downstream end prior to-I.v. inspection. 17. All new side sewers shall be installed at right angles to the main sewer line per City of Renton Standards. 18. The easement between Lots 4 and 5 for the storm and sewer line may be recorded on the face of the final plat. When the plat is recorded,the following statement shall be placed on the face of the plat: "Vehicular access shall be maintained through easement at all times. No fences or structures shall be permitted within the 15-foot wide utility easement located along the property line between Lots 4 and 5." TRANSPORTATION: 1. NO overloaded vehicles will be allowed. The City may optionally weigh trucks to make sure they are in compliance with load limits. I 2. Applicant must submit an acceptable traffic contra plar to the City prior to construction. j3. Contractor should submit proposed materials for street lighting to City Plan Review Section. 4. Keep City streets clean Swanson stated that water trucks/sweeper will be used. 5. Street paving ma;consist of 4"base course/2"top course/4"Class B asphalt ur 4'base course/2"top course;2"ATB/2"Class B. 6. Work on weekends must be coordinated in advance with City construction services. Inspectors will require overtime payment on weekends. Do not work earlier than 8:30 a.m.on weekends. Overtime requests must be worked out in advance v.." inspector and Ron Nelson($50.00 per hour charge). 7. Lumina.re local ons must be identified for composite utility plan. Luminaires must be located a minimum of 10'from the edge of the driveway (including side wings). 8. Truck hauling will be limited to the hours of 9:30 a.m.to 3:30 p.m. Streets shall be clear of equipment and ciean by 3:30 p.m. Hauling may occur from 8:00 a.m.to 3:30 p.m.for work in ROW along NE 12th St. The inspector may alter this if neighbors complain. -. 9. Do not install the street sign in a driveway. TREE REMOVAL; 1. Swanson may remove existing brush plies from the proposed lots,but may not cut or clear any existing vegetation beyond clearing areas over utilities and street improvements. P,"1W Ey: D�NeI Care, I I M7 SE weR "R CITY OF RENTON 'a Planning/Building/Public Works Department Earl Clymer, Mayor Lyon Guttmam,Admintrtrator 3 -2C-92 T.: D Sw.w1.n, ^ .. March 25, 1992 P/"� /refs. !/w A/l~;)..7 040voi fn Mr.Carl Canj;ie Concept Engrveering,Inc. 455 Rainier Blvd.N.,Suite 200 Issaquah,WA 98027 SUBJ: Swan Meadows 11 Storm and Sanitary Sewer Extension Dear Mr.Cangie: We have comuleted our review of the design drawings for the Swan Meadows II project, resubmitted on March 9,and are approving the design drawings with the following conditions. 1. During the review,Dan Swanson verbally requested reducing the length of both pipe casings to 50 feet(from 77 feet). After examining the proposed casing locations,we will allow the length of the west casing to be reduced to 60 feet and the length of the ;ast casing to be reduced to 70 feet. Please address the changes shown on the redline drawings and return the redline drawings with your resubmitW. 2. The site contains two separate easements which must be granted to the City of Renton for public utilities. Please submit the following information for review, approval,and execution of the easementf. `a, A legal descr Lion for each a ent,which I be certifi by a regist�d Land Surveyor Professional E 'neer if it is a tes and bo ds or nterline based cription. See ting Standar for informa ' non e ment presentati `k A scale rawing stampe a P.E.or L . on 8 1/2"x l "sheet shows both ease is in a clear legs a manner. '. A mpleted un easement inst ent for the a ment betwee is 4 I and See attache ity of Remon fo i Q, tl. A completed utility easement instrument granting the L foot wide north- south running easement to the City. The City will review the easement documents,provide comments for any revisions needed,and will record the final easements after you have executed them.. Th1 e-a.r-wrc.rr bc{r.•r rw Ah F/ •./ .i my 4 /.r.id.d en /Ju- f.. . •f fi+ fin. i't. Dwc..,. "6 f,r >•Au eate...yrt df. .tot �•.c }p LC SW�F�l�'IL tL HOW. .w 1 i Swan Meadows II March 24, 1992 Page 2 h ✓eNie«i.r Act'" sl+.11 6e irr.. rtw:nr { /lir+y�h eus ngrl` 3. When the plat is recorded, the following statement shall be paced on the face of the plat: u 3"O"C'217-hWfence�or structures shall be permitted within the 15-foot wide Zsement locate rdong the orop-arty line between Lot 4 a.id 5." The legal description of the easement shall be placed on the face of the plat. 4. attache!Utility Connection Charges attached fee sheet (SUCC)fees shall be paid to the City per 5• Provide an itemized cost breakdown for all utilities and street improvements for the entire project(new and previously approved plans). A separate cost breakdown shall be provided For each utility (sewer,stormwater,water,and transportation,see attached.separately. ). Each cost breakdown shall identify off-site costs and on-site costs separately. 6. Submit all design drawing mylars for Ci approval and signature. The original mylars will become City property and wi I be placed in the City files. You may check out the mylars to make topics after they are signed. You may submit the mylars for City signature prior to completing condition;2,3,4, and 5. 7. A precona;auction meeting for the project will be scheduled after all the conditions for the project are completed. If you have any questions concerning this letter please call me at 277-6193. Sincerely, / Daniel Carey, P.E. Plan Reviewer Development Services Division [c: AO t Gar gw. Chrtr .Meat var a Clint Aorg.n GAI151�jp I I 1 'I _J i IF CITY OF RENTON I MEMORANDUM 1 DATE: March 27, 1992 TO: Fred Kaufman,Hear ing Ex amino FROM: Gregg Zimmerman,Plan Review Supervisor(15178) Gz - SUBJECT' 1-Year exten-cion 1"Uu l for Swap Meadows ll Platt It lus come to my attention that Dan Swanson, the Proponent of the Swan Meadows 11 Pict, has Petitioned your office to grant a onoycar extension ;o the Swan Meadows 11 Plat,located off Dayton Avenue NE. We wish to inform you, on an advisory basis that the Swan Meadows 11 project will be providing an important link m the City's sanitary sewer infr Eructum, Swan Meadows 11 will extend a sanitary sewer north from NE 12th Street to the south end of Blaine Avenue NE(see attached map). The residences along Blaine Avenue NE are currently on septic systems. The CitY intend:,to Provide a sewer line along Blaine Avenue NE(Sheet S-532, attached)to hook these residences within APA Zone 2 to sewer,but if this is to be done, I the sewer link provided by Swan Meadows 11 must be in place { Thank you for your consideration on this issue. 92-227 MX:,C.7Ah ai ® _� Ent ¢ � J - 1 . p LLJ z Qb a :. i 1 r it 1 r o� • J i ., I N.E 5TO, , I l r�, f rLR 1 V I I I w r YI t'"I i •rtLJ R� _ +0 1 4�� tq -tan �Y 213's 77 f. TV i I •' _ ' 24 la 246 = 15 I tIl O — E fi w ee I ma 'N. — 12TH '—'— I WtoR�Sso FCSALE PRODUCTION IN WHOLE ATLAS LAS OF ST A T 7 LE 31 TFORPERSONALBITED USE OR KRO' � MAP COMPANY• INC.; SEAT1 IS PROH!BITEO BYLAW. Sr-1 E-: ?:1t• i` 11N. CC'aYRIGHT K WCO. IN' I i I i_ I (EOEND r � remYc w.a( 'I w I • -M(ell [sms man �-�—+�'Z 1� 1 g I - rays[o sYNrµN rnP Ir \V a; Oa1rR r.U�LNY l�L mm� 01516 : +150B +1500 +1429 +141 t { FL.EL.2"70 j FL EL:99.10 Ft.EL 299.50 FL EL 29l.F!l FL EL.L97.70 : .f---i.. ..i t .------'TT_. � {I--'7 I i � ;./` .,(1p e•¢-' r w�«(e _�. _Y _•. _ , YPJe.Yt 1 I 1 1 I a rnN•� 1 yp��ym 1 , ` - s_` I . eni He � 1 'j P4r0-.1• r aypil r m(a I_.- .� /I a F.F EL 299.80 FL.EL L99.)0 I N9/7 81409 FL EL 299.70 FL EL Lflfo C SHEET NOTES. A[�Irn REFERENCE NOTES: y Qi eeerunb.ewu rsrua nNNMV PLAN 4 rner sev r(e arr ar a(ra �_— avrcr iwn a so Clem m n( 81 vY.o.No(re.s nrr.s... KeLwur�aawemcsam...- O n.nw+ura(ssua s+tr mrLlcs+s ()ra.r1ucr.s..0 s.won.imaarorNo L. u�r aN[ss,ue e r(eneeu m rav+N onr vry m(qo nu NrrunNON[bioa+e eeaP(r(rcrw rY srnrY w+sacmx raw.va r¢nurrosaa+Nc-ras(.<N ..unun,osv.Y.Damn rm nee(rroY slw.n � � K.rNLYLa>IK mmflMN.bYC(Y.n i I I I I i I I Avii �� 7 ..u..mvrs arruro ra.ra p[..s+rL r KrY•La r- L' ss--0e T N,"`a'q°�"'s'oN' _— _-_ e .Ne(o r wsrw[>(ew(mr vrL r e[n.ae pr.rw.asm.. i NO rCIM[lf0 p l'[pWQ NM MV.YYgri � �?fir t��. —WY M 4W[I �—� I rI (YL.Y.fae p i.P•v M6(S LWl s Yr4N1Le r0 r.r(xL0 nrM RIIWb..1M1R11I kc p(pN eeR Y. � YF- �:�(r.��f nT RTN.wrWµ Y,� _ . fKvr/LOx r_v,w SOO y sr rw RcN r_ T PROFILE LL OEIUL bNnrrN.Yrcwr wu. (�'flr. sllK rM�r/M u orrrco s rp rw.rr. o p q � p L_ _1 COONOrNArE SULIMAVY tl nR rYL LYYL �'�r'-2 O t fstLL( SlLewr O w .LYL.Ye LrLflw 0 w ♦Llsrrr wLw N 500 Dla I 01400 FL EL 299.50 1 F!.EL.298.70 FL.EL.297.30 FL.EL 294Jo FL EL .SO : u Sm nrza :.. _.. 1116 108 cnL.rLLm rt.p^r.n I. . . T.. __.__.... t �.__.i-�-f_5_.--.f1• ,. m1w {. y�rT___ _.r•50 _y____ _ _}__ y__ 1 __ b Ls.YN' f.-• w 1 1.____ 1 .-F- 1 R 1 �� °• BNrLu»cY L•el.. mi:a�I . WA,. 1 r L� ! r m(•al I ! J Lar•q�"i I . s.r.5 --- 01425 - -__ i FL.EL 299-70 FL.EL 2f1.70 - FL EL I'.60 I e1401 11333 fL.EL.E89.50 FL.EL.2d8.70 SNEEi NOTES: �LJS)rwtm uns rutm .. W.mrm5 urr s.ae a asac •tYr nu5w=n•.0 L rt.w.a.n.r 5.r:wL=.amn..s5...0 Lei w�ir__- PLAN L An mn..5.mrco a uv a L MrLC uo n YYYYnr wnrm r wG wAY m amw. m.rlp5 rapt u Sm A.wn LL w 1®Smr(u:w+fL m.srncr5ol ro.r:wrt u-vu•riw.m s14.s uL nLLILrF 6VMY.R1'Y.f.0.aM C fgtlm. F S•P.Y�S Q/R�tM Y diY �xLRf MO nY LILY.MMi J.ur mm r LYo e a L w.Lo nz u.%Lo n rw stria rare u r.wsm rss mw5¢..a u rz nu 0J OCLnYrrrrLwnwr.rr�a nncLr a rrp wrru i✓wYeL.rc r.Lrp nna euoe.m ut Yura(u< 'r nr L a ulna Lm •.w oYrLrrramrwaw(w(r LLenL Li.QYY1OfOfrY.rLRn l MYn OAYL WC.SNYS YO fllYnlM 9Wl L 4 LPLI M(0 Y.P>f19 Y'vR(A.Al AWI #qR.r#M x',J 15¢Vl[t[R L.rp I n(d1rM(1M N tlYSQ Y YY ML L YR Lw.rut. rL llLf4t L11.rut YO seM[[s.uxru l mA1rO1L ILTS.n[S =A A,wnu rMrnOY[ LY'/MWLI Gf UKi niCK CVILCI QLl/6 T___-___♦__ - '�_ L #.4l rlOnr MmRI YIO IiIYw rM 9L ................ LYG{rr/K ISLL:VfIIO�n uul -�- _ 0Ys5'Yy-Su6 aurCO iVt iNL - J — - as IrrNe r•IDL n.rcrlw - _ � .s,�soa-�r-YDrrnYor ' ` r• rllnc Qly izr L.YrO inf..ns an.#uWY - � 215 Allow '� / 1 r r CITY OF -IENTON • J _ x.nw)w.l w .SJLu.e .uaa �lI w i+i:wn L•a0 SOD SOY S_ 7 &VNE A'EMUE M-E. 'rf -rSanL.L L.Lr PROFILE _ J wrrra sxwcn nwv.Louc AMo oeL.uL 11 MAW r 4Kr• �—�— —. SAY �Ly d Lne W m LwLa o ro b i0 M f ear i i 1 L r ` A y CITY OF RENTON PR Planning/Building/Public Works Department I,yy r____�,Ad�IWtMar Earl Clymer. Mayor_ -- i i i I March 11, 199: Y Ms. Donna Webb 2217 NE I7th Place Renton, WA 98056 SUBJECT: REMOVAL OF EXISTING SANITARY AND STORM LINES WITHIN YOUR PARCEL _ Dear Ms. Webb: f It has come to the attention of the City of Renton Utility Systems D.voi(m that you may be • proposing to remove the existing storm and sanitary sewer mains that were installed as a part of the off-site improvements for the proposed Swan Meadows Division 2 subdivision I improvements. The City is concerned with the impact this removal has to the City's downstream system that these lines currently tie into at NE 12th Street. Please be aware that prior to any work beginning on this project, you are required to apply for and obtain a Public Works Construction Permit. To apply for this permit, you shall submit a sketch showing the location of the lines to be removed, meth,dology for capping of the lines to remain, as well as the cost estimate for this project for Citv staff to calculate permit fees. Upon review and approval of you' submittal, the City will issue a permit for this project. If you have any questions or require additional information, Please contact me at 2-7-6212. Very truly yours, David M��sen Wastewater Utility Engineer 91-2071)1140. 1 20 Mill Avenue So.nh Renton, Washington 98055 i' , SEA1 dY!KELLER ROHROACK 3-14-91 10:54 KELLER ROHRBACK- CITY OF RENTON ,N 1 KEL.LER ROHRBACK ".o.�. SLIT[3200 1201 YHmn m.,vi S`w'mr,WA fML T 98101,3052 FACSIMILE COVER SHEET DATE. SENDTo. tIU�3` r AT pwnr09M. r/N I - FAX PHONE NUMBEBEER: __,X�OCAL BLOND DISTANCE i FR^V NUMBER OF PAGES(EXCLUD�NG COY SHEET)' CLIE NAME/MATTER: t 1HAN8MI7TING'ROM A FLUITSU DEX EXPRESS 600 FAC&M'ILE MACHINE IF THERE ARE ANY PROBLEMS WI rH THE TRANSMISSION, PLEASE cAL L (206)623 IWO TO SEND REPLY,OUR FAX NUMBER IS ;206)6233384 I t I The information contained in this facsimile message !S attorney priviledged and Confidential information intender only for the use of the individual or entity named above. It the reader of this message is not the intended recipient, or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution or Copying of this communication is strictly prohibited. If you Ihave received this communicaton in error, please immediately notify us by telephone. I l� 1 0 OW We V-KE-LP R8N ACR : 8-14 : 705101 : "VELLER6 a NITYOF •_ _ KELLER ROHRBAGK LAw OFFICES --.. Num t/.MCacw laoa M.Hnxf [oa 6.fba9Ltlp Gncb W CM Itw) 1JOXnip a.a4gY 71:OYMAHY1p1 �uy..A!1'C1YY JqM D.Cy Y(Im) [wa E boa. 6NRa1 HOIOaI 11 1(Y P RIMiMd• ZIL W.HtWww,M : JoRx H.GarM Dnvm F.�eco¢ PM M.RngtACs+ mu.F.bcoi AoauYK k6t1f LYM.ImaILX aetb••• •AvnAOWrRC4AW4 F. SLA Ix mr tAwarr¢6L� Wp;,l,y(C.Sy ••uao ApleRltDm GteNe+:. RA'7R K:N CI%M ' D'x x WOt aartYL lbotW -..AIN A➢HmmY,wAOG+grou.Oc T.M"CpHrY'• W t—W .D Hnao FN aX C WAt.po r K p+w.wA➢ Iow.Mninr rniO3wt9LV Wunmix rr AtOlOw(I'ltpplbtlbtA. GItx P.C..us,v. PAx'tlR[L Ptf p.o. Nawr Woe -Ln a� MuaA Gam+ STLinL Pnn bum>,D.WcwC �uao y,Q�p,LL®y 1 9 March 14, 1991 Mr. Dw.id M. Christensen City oI Renton Departmant of Planning/Building/public Works Wastewater Utility Engineer 200 Mill Avenue South Renton, WA 98055 RE, Dan Swanson Short Plat No. 057-88 Dear Mr. Christensen! I have enclosed the Certificate Under of Penalty of Per- jury that I plan to submit in regard to your knowledge regarding this case. Call me to let me know if this is satisfactory or if any changes need to be made. I will mail you the original as soon an I get your approval on this. Sincerely, > o_4�_, � JM/bh John Mellon Eno. CC. Dan Swanson Pwu.WFFj b �' 6vnYlXq INI neap Axm.t YUTILL WMx]N4RW W10120l6 Fuu(FO6)646d666 (4J6)bt!-IF00 _�lnerrea bi!-it1K) {d1W4IIW.1W11.'i B6eaaRion.WµDlcmt:9a110 F-(206).75710.! t08117"151 l_ � i -- HEN- BY:NEU-Ea ROkRBAGv 3-14-97 'C�55 �cE.LER R;MR84-S� C:Tv 0� RENT ON tY 3 ' 1 2 i 8 4 IN THE SUPERIOR COURT OF WASHINGTON FOR KIIG COUNTY 5 DONNA WEBB, ) No. 90-2-14000--8 6 Plaintiff, ) CERTIFICATE OF DAVID M. 7 ) CHRISTENSEN UNDER PENALTY 8 V. 1 OF PERJURY SWANSON HOMES, a )proprietorship; ) 9 and DAM SWANSON and JANE DOE ) SWANSON, his wife, and the .,arital ) 10 community composed the of; and ) j AMERICAN STl' Z!S "7SURANCE COMPANY,12 ) +I 11 ) Defendants. 1 ' 16 DAVID M. CHRISTENSEN declares as follows: 14 1. am a wastewater utility Engineer for the City of Renton. 15 2. Attached to this certificate is my letter to Dan Swanson 16 regarding the side sewer for Lot 3 of the Dan Swanson Short Plat 17 No. 057-eB. 3. The aide sewer on this property, with the grade release 18 that has been recorded, is in full compliance with all code 19 roquirsments. I certify under penalty of perjury t 20 Y P Y per'u of the laws of he 'tat* of Washington that the foregoing, including the contents of he 21 attachment, is true and correct. 22 Signed at , Washington, this _ day of 29 March, 1991. 24 25 David M. C ri• ec, 26 110ERTIFICATE OF DAVID M. CHRISTENSEN UNDER KELuRRoURaAch PENALTY 'IF PERJURY Sum Stw N,`,CLlNlaa\:uf)VlcaierS.NrA 12017MMAIs l SuiT,t W.e,pcZ,a9p 10iJQl9 I 1:0016Y}19Jp I 1 LET( "1411 ACR 3-14-01 1 10t58 1 RELLER ROHRBACR+ CITY OF itV:u ;p < e� OF AENTON CITY .+� Department of Pla uti Earl C'�me:, uayor nB/Building/Public Works Lyas Guttaoaao, Admlalstn r February a, I% Mr. Dan Swanson Swanson Homes 40 NW Alder Place bsaqueh, WA 99027 SUBJECT: DAN SW*VION SHORT PUT No.057-M CITY POLICY RECA)WIRO$lot SEWER SLOPE Dear Mr. Swanson: Per your request, this letter shall explain the City's policy regarding side sewers, AMIDIV Particularly as it reletes to Lot 3 of the subject short plat, I The policy of the City of Renton is thrt all side sewers shall be laid at a minimum of 2%. However, the City recognizes that in , me instance% that a 2% slope is not achievable coo to topography, existing conditions and other similar circumstances. In these cases, the City by code, has the option to allow a 1% slope in lieu OF the minimum 2% (Title 8, Chapter 5 Section 6). Because the 1% slope does rot conform with standard City policy, the Ca requires the Property ow cer n pr,;side ryawer grade release, The grade release holds the City harmless from any futwe damages resulting from such connection. In the case of the Swanson Short Plat, the existing sanitary sewer that was tied into by this i project was less than 3 3' deep (typical sewer depth is 7' a). The shallow nature of the existing sewer combined with the relati-a flat topography of the area made it unfeasible to Provide all the lots, including Lot 3, with 2% side sewer. Therefore, the City permitted a 14 side sewer at Lot 3 with the condition that It grade release be provided The grade release was provided and recorded with King County (County recording 08907069010). If you have any questions or required additional information, please call me at 277-6212. Very truly y re, David istenson Wastewater Utility Engineet �I-lla D\dC.p 200 Mill Avenue South • Renton Washington 98055 J t a' CITY OF RENTON Public Works Department Earl Clymer. Mayor Lynn Gutmann,Director June 21, 1990 Mr. Michatl 1. Cotton BUSH,COTTON & THOMPSON, INC. 5612 Lake Washington Blvd. N.E. Kirkland WA 98033 Subject: Release of Bond 0004426, for J Briere Construction, Inc. Location of Work: N.E. 13th Si- & Blaine Ave. N.E. Permit 07341 Dear Mr. Cotton: j This I•tter is to give notice to the surety, BUSH, COTTON At THOMPSON, INC., of the release of the above mentioned b ut the amount of$22.000 for work��mpletecl at N.E. 13th St. and i Blaine Ave.N.E.,SW an Me i I Very frd�y n, t vi hr' ensen � Waz[e Wate. _apervisor Attachment bondrele,'SWANMED DC:ckd 200 Mill Avenue South - Renton, Washington 98035 - (206)235-2631 5 1, .aysoeArto Bush, Cotton & Thompson, Inc. June 20, 1990 City of Renton 200 Mill Avenue South Renton, Washington 98055 Attn: Mr. Dave Christenson Re: J. Briere Construction, Inc. Bond No. Swan Meadow ow - S Storm and Sever Mr. Christenson: Ae have been adviccd by our client, J. Briere Construction, Inc., that the v�rk associated with the captioned permit bond has been completed anv accepted by the City of Berton. Accordingly, I would appreciate your giving 1.s written evidence of the project's completion so we may cancel the bond and close our file. Thank you, BUSH, COTTON 5 THOMPSON, INC. Michael J. Cotton MJC:kl SURETY BONDS•INSURANCE SE11l F WASNINGiON BLVO N E. KRKLAND.WA 981-120e1 822-1111 FAX 822-5275 i 6� Y'