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Home My WebLink AboutWTR2701805 WTR-1 W-1065 1+ SOUTHGATE OFFICE PLAZA PHASE II BEGINNING OF FILE FILE TITLE W TRU- / W- 1065 CITY OF RENTON WATER DEPARTdENT Pressure Test & Purification Test Fcrm PROJECT NO. W - ) r� NAME OF PROJECT PRESSURE TEST TAKEN BY I!XIlz[,�( ON AT A PRESSURE OF '? �)( . PSI, FOR ZO MIN. TEST ACCEPTED PUi?IFICATION TEST TAKEN BY ON 5 -9.9 PURIFICKC10N TEST RESULTS, SAMPLE it SAMPLE N2 Flq 5 S ES> SAMPLE NE REMARKS: W = CITY OF RENTON MEMORANDUM DATE: �mcm* 23, mi TO: Carrie Davis-Technical Services FROM: Abdoul Gafour-Watei iltility SUBJECT: Recording of documents PROJF'T NO.: W- 1065 J�Ou��6�E �cetr . 4�Nase _ i VYjj'3) Please have the attached documents recorded in King County and return a copy of the recorded documents to me and also to the following: Name: Al &K?NY AN; --Daaa $OWrR, f Address: 9665- 132"'� IWC S6 SAM 300 yiYUJ vu6• IU A. ISM- 1523 Documents to be recorded: X Bill of Sale Water Storm Sanitary sewer X Easement Water Storm Sannarysewer tI Others i CONSTRUCTION FIELD SERVICES FINAL OCCUPANCY INSPECTION REPORT P_ 764 DATE: 7JULY 25, 1991 TO: UTILITY SYSTEMS _.,_, [ ] STORM - RANDALL PARSONS - • !`.,i ',F, [ ] SEWER - DAVE CHRISTENSEN [ J WATER - ABDOUL GAFOURJul' [ 3 PLAN REVIEW - GREGG 3IMMERMAN )� [ J CONSTRUCTION SVCS - MARV BURGY/RICK KOKKO [ ] TRANSPORTATION SVCS - CLINT MORGAN c;'NTOi`(] LANDSCAPE/ZONING - BOB ARTHUR Cjtr Of [ ) BUILDING FINAL - RANDY MARTIN [ ] FIRE PREVEN`.CION FROM:_CONSTRUCTION FIELD SERVICES- RANDY MARTIN x6171 SUBJECT: SOUTHGATE II/STONEHENGE/VYZIS PERMIT NO. : B-16502 (WO#87135) 2001 LIND AV SW TYPE BUSINESS: OFFICE BUILDING The subject project is nearing completion. Please investigate your area of responsibility and indicate below either your acceptance or non-acceptance. Please return this form by THURSDAY, AUGUST 1 1991 in order that a permanent Certificate of Occupancy may be issued. If n comments are received by the above date, the permanent certificate will be issued. TO: CONSTRUCTION �'�1FIELD SERVICES DATE nllai:_t �, I hil FROM: MPirilL G kUC. WAIOt Onu,; This project is approved by this department subject to the folluwing corrections: (Note: see copy of 90 day requirements attached) NON-LIFE SAFETY ITEMS LIFE SAFETY ITEMS l!��Silxllll TIS( GGlCCti1NE �• tv PBPIIIif HYIAQi (`t' tUxicl NMW INM1aLY M[r1S•. (CRiIh EO 61 A PW1citc»n, h1fA �N iArn �uAl:t.Ye1� © BACEflu lRT itfOaAi kt Faf ivvitk(&4 D7t.VA �, Ilrl �Al( d xTq IuGuicaY S71" (tIL wwAt ; NM.I -l* Riawn Eya(L1t) (AVIIEO. A. mWL IY',tA1GK,,;J _ @ (0 S4t ,,10 , t Mi ow[ (OM (cT' , ixSSE(ttni OtueuuS; _ [ Ttalq nronl re*Inu;r b�0 k, Au uiu'Iri 4 Sh(pi t�I lvrZ G!wLerT Tb 6iy K-iv DO YOU HAVE ANY OBJECTION TO ISSUANCE OF A PERMANENT CERTIFICATE OF OCCUPANCY? (IF YOU HAVE LISTED ANY LIFE SAFETY ITEMS, MARK "YES". ) [x] YES [ ] NO T�aNiw l�A(a,V Authorized Signature 03:•i OTJt AC% , 11E A ;iURt Q!(uGRrStY At1N1'1— bN11L (Yll CF A1S,:t ((Yr+l RAF �rnP1ETM k ACttViN) 6i (IT, � 'ITlrlf . v Y Z I s DOUGLAS P.BONNEN PHQ/ECl IM"It I VYLB COMPANY W05 t32iEAw.Se sw300 B ..S.WA 9800E t323 (206)643-430O 1.800-922-9311 FAX'.643-7215 STATE OF WASHINGTON DEPARTMENT OF HEALTH WATER BACTERIOLOGICAL ANALYSIS SAMPLE COL LECI ION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions We riot followed,sample will be rejected. .DATE COLLECTED TIME COLLECTED I COUNTY NAME MONTH DAY/ YEAR i O I—T -{ IAM ❑ PM TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: XPUBUC I.D.No. —� , 1 ctAss ❑ INDIVIDUAL 1 l 5 G L 1 : 3 A NAME OF SYSTEM ttk�k I�rl"`.\C�i\y SPLCIFIC LOLATION WNERE SAMPLE COLLECIEO SVSBMOMERISIGN WME MV TUJP W SAMPLE COLLET`TFn BY.INIInO y RCE TYPE' y— ' ❑SURFACE EJ WELL ❑SPRING [IPURCHASED L CO"FIINATION UI OI HER SEND REPORT TO.IPF"!Name.Aameaa spa ZIP Caoe1 M r NGtON TYPE OF SAMPLE 1. 6 DRINKINGWATER ❑ 4'IblrialetliRea�eual:_^,Tole1_.Frael check treetmenl.--► ❑ "wee ❑ Wl e3tea or Olne, �— P. S RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 4. ❑ OTHER ISP dyl COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE REMARKS LABORATORY RESULTS IFOR LAO USE ONLY) 4PN COLIFORM 57D PLATE COUNT SAMPLE NOT TESTED BECAUSE MPN DILUTION m TEST UNSUITABLE ❑ SsmPle Too OIe /W mI 1. ❑ COnll.ent Growth ❑ Noon ProDar Contuner W COLIFORM �lK Z, ❑ TNTC ❑ Prm!dee-Pleasa ReW �Op ml Instrocllona on Form FECAL COLIFOR 3. ❑ Esceas DehrU 4. ❑ ❑ FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE'. SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS L'e n0 DATE TIMERECEIVEO— RECEIVED eY DATE AEPCRTEI' J. LA SRATDRY. REMARKS DOM YleOro REY 121111 WATER SUPPLIER COPY STATE OF WASHINGTON DEPARTMENT OF HEALTH WATER BACTERIOLOGICAL ANALYSIS SAMPLL COLLECTION HEAD INSTRUCTIONS ON SACK UE GOLDENROD COFY • It InSIfuctimo sm not tolloWeo,sample will be Telected 'DATE COLLECTED 7TME COLLECTED CWNiY NAME r MOIVTX WY YEAR AM tk rr44hPE Of SYSTEM 'F PUBLIC SYSTEM,COMPLETE: X{PJBUC I ❑eClf CLMS I.D.No. -� I j ' ❑ INDIVIDUAL 1)2 3 1 NAME OF SYSTEM --K3►T a T E T k SPEC:K LDGTgM wIEAE SAMK[fMUECTEE SYSI[MOYAEwTAA RMIL AIo TEIERFtRE MD OVA•+e+•^we•vMa.aw HHN•.ronMP "_ N' T-'V-6 .I— N.T 1'TH SAMPLE COLLM IEV BY.R4W* I'll `01 Kl L' I kI T`i - SOURCE TYPE 'O SURFACE ❑WEU4 13 SPRINO ❑PURCHASED O(BDMSINATION w OTHER ' B�EMO(iF,pOpT To :pyPl rrn N.InE.A�grw � a to ' WAIIHING, trPE OF SAMNE R "s m .rn an.•�me�w.,.,, 1. ❑ DAINKINGWATER ❑ ChWfMt P'eabuaP_Tmel_—Frael CCBCK Irealment--* ❑ Fllte!ed ❑ URt'"H O Or OUMr _ 2. g HAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS A. ❑ OTHER ISpeolY!_ _ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE j PREVIOUS UR NO PREVIOUS SAMPLE COLLECTION DATE REMARKS. LABORATORY RESULTS IFom us um osKYl MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED /ml BECAUSE' MPH DILUTION X TEST UNSUITABLE ❑ Semple Too 010 ___�W m' 1. ❑ ConIIIPem GrpNlb ❑ NOI In Proper GoglFiner '11 BIFCOLIFORM r `E1N I,Ado2. ❑ TNTC ❑ IPromCYe°Plgsa ReW FECAL GOLIFOR 3. ❑ Encase Debris Instrucllons on Form fl ipIMIT 5 MF 4. ❑_ ❑ �Op m FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE r aSATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GRLEN COPY FOR EXPLANATION OF RESULTS .W NO. DATE TIME RECEIVED— AECFIVED eY L DATE REFOATED, LAWMTORY: PEMAAKe 0OX 1p50.11 IREV.DMA, W AT E R SUPPLIER COPY STATE OF WASHINGTON DEPARTMENT Of HEALTH WATER BACTERIOLOGICAL ANALYSIS SAMI', r ,!SON Pl AD INSIRUCTIOI.S ON BACK DE GOLDENROO COPY II InslructionS are not followed,sample will be rejected. DATE COLLECTED TJJE COLLECTED COUNTY NAME MONTH DAY rEAR Cl 4 `L4 [TYPE OF SYSTEM IF PUBLIC SYSTEM,UOMPLETE. CJ PUBLIC I.D. No. ,pPLlf G145F ❑ INDIVIDUAL i _ L_.; L I V 3 4 NAME OF SYSTEM• C,I'1'I ! L- f—tE1'1 t.1 SPECIFIC LOCATION WHERE SAMPLE L'OLIECTF SYSTEM DMEP/AOR MME AND TUERONE NO xs =-e«rna rm Iamw n „� ins 77 5_>_�_ SAMPLE COLLECTED BY:Planes �A2Vt K.)L t.( - Cc»5T . Lei-,p SOURCE TYPE ❑SURFACE ❑WELL ❑SPARKED ❑PURCHASED COMBINATION OTHER p REPORT TO'W Im Fux rums A slvl bP cowl _ yS,TOEy TYPE OF SAMPLE cm.,�.,o-..•In.raw,n 1. DRINKINGWATER ❑ CHIOrinetePlReeldual"_Total__Fnel cNxNJA trestmenl—► ❑ FillemG ❑ UnIP"IN m Other P. ❑ RAW SOURCE WATER 3.a NEW CONSTRUCT'ON a REPAIRS 4. ❑ OTHER ISPeciryl_ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREIPOUS I AS NO_ PREVIOUS SAMPLE COLLECTION DATE REMARKS LABORATORY RESULTS(FOR LAN USE ONLY MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE MPN DILUTIONT TEST UNSUITABLE ❑ 58mple Too OID �UO mI T. ❑ Conlluem Growls ❑ Not In Pmpm CoMvttixr M/COLIFORM Z. ❑ TNTp ❑ Ikov,dOen peaseRLOn 1�00 mI ProvlWtl-Pleeea Reeo IMlrectlons on F fm FECAL COLIFOR 3. ❑ Excess DeDHs ,.�fl�Mny',QTar 4. ❑ ❑ FOR bRINKING WATER SAMPLES ONLY,THESE RESULTS ARE. ❑ SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO � rij miss MCFIVEO-� RECEIVED NY GATE REPORTED LMDMIOaV. -� REMARKS DOH XCODIIREV I2ee1 WATER SUPPLIER COPY STATE OF WASHINGTON DEPARTMENT OF HEALTH WATER BACTERIOLOGICAL ANALYSIS CO.LLCi:ON READ IN$TRUCI;ONS(IN SACK OF GOLDENROD COPY II instructions in not followed,salnpls will OS rejected. DATE COLLECTED T1�1 COLLE(1,TED COUNTY EUME TH ��IL1lI1Y YEAR � � AM ' ❑ PM l�l A.1�1 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. Iff CIC . uIO LN I.D. NO. 34 ... 1 ..a...rK NAME OF SYSTEM C 1h Y CG KE. 1 tTG'V.l SPLCIFtC lOGTNw wRERE SAYKE cfILLET;i SYST'{E�M OMEArMEA NMe ATOfBERM1E Tq SAMPLE COLLECTED er:PMeRI FOLIAGE TYPE El SURFACE ❑ SPRING❑SPG ❑PURCHASED —^ O Cw O eNTHER TFON '' PORT TO'.In1 Fw NAms Aoo7 1 ;r. r t °�"�°9_,j n, � f t Li. --�— �L4-4,Z tL^� WASH NGION �, TYPE OF tMMPLE Kwa w m Iw,ry,Vnm 1. ❑m DRINKING WATER ❑ CMorl.hicl JRselOuaf Tolal_Free, ,,beak tmatmfnl--► ❑ FOTMPO ❑ Unlreate l or OtMr 2 RAW SOURCE WATER $. NEW CONSTRUCTION or REPAIRS 4. ❑ OIHER(SW,fy) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAE NO PREVIOUS SAMPLE COLLECTION DATE _ REMAN ` LABORATORY RESULTS SIGN LAS BEE ONLY MPN COLIFORM STO PLATE COUNT SAMPLE NOT TESTED BECAUSE MPN DILUTION TEST UNSUITABLE ❑ SO.P1.Too OM /Im mi 1 ❑ CnnTluenl GrOWU1 LlNOI In Prppyl COnIWMr Pff COLIFORM 2. ❑ TNTC ❑ IneulNcpm In1orRMRon r•�lb m Pmr1OeC—Pin"AW FECAL COLIFOR 3. ❑ E.cba OEbb Inntrucuonf RD Farm FOR ORB 00 WATER SAMPLES ONLY,THESE RESULTS ARE. ❑ SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF OREEN COPY FOR EKPIANA TION OF RESULTS LAB NO DAt�. ME RFDENIED— MICOVID aY DATE REPORTED LAOMMor REMARKS DOH"ON IAEV 12"1 WATER SUPPLIER COPY STATE OF WASHINGTON DEPARTMENT OF HEALIH WATER BACTERIOLOGICAL ANALYSIS UM 1 j1W COLLECTION,NOAMI fa11owW SMmD»will be f�It"ROD COPr DATE COLLECTED TIME GOLLEC^EF; COUNTY NAME mum NY 'EAR i I1 . 4 z./,C C� I FAM ❑ PM TYPE GF PUBLICSYSTEM If PUBLIC SYSTEM.COMPLETE. IlX¢I r,ass ❑ INDIVIDUAL I.D.No. -7 ! i- 1 's NAME OF SYSTEM SPfCIHC LOWiWN WNERF SAMPLE f.OIttCT SY9TW OSHA,Mr+I NMM MD iEIERKtIE NI vgpfrxzyif � Ci6 T.. t, SpIDt E64.04. SAMPLE COLLECTED BY,IKNNN pCORCE TYPE yffu�INAiN7N ❑SURFACE ❑WELL ❑SPRING ❑PIIROlIa1lD L�7-M� HER- �D P(PORT TOE Ihpp S-�!I t ,c, t I '-L1 40 ^r�"N WASNNOTON t` TYPE OF SAMPLE lµ DRINKING WATER ❑ Cnlnnndle0 rR6arEW1_TOUI__F'NI cnM'k irfEl^Mnl�► ❑ Fllteretl ❑ UnVNido Or OIMr 2, RAW SOURCE WAI ER 3,IN NEW CONSTRUCTION or REPAIRS 1. ❑ OTHER ISWIIYI COMPLETE IF THIS SAMPLE 15 A CHECK SAMPLE PREYrOU>IAS RO -- PNE'r'OUS SAMPLE COLLECTION DATE _ REMARKS. LABORATORY RESULTS(FOR LAS UM ONLY, MPH COLIFOHMI STO PLATE COUHT SAMPLE--it TESTED B .UMPH OILGTION TEST UNSUITABLE CD 5w.nPle Too OM /W m 1, ❑ CO."ucnl browtn ❑ NO,III Proper Comuner COLIFQRM 2. ❑ TNTC ❑ 1n5u111Cren1 MNY"I.on `.� ProviMD-PrNN RddO IW Indtr^clrona N Form ) FECAL COLIFOR 3. ❑ EROlN DFDr1a IA MF 1. ❑ ❑ IDO m1 INO WATER SAMPLES ONLY,iMEbE RESULTS ARE ❑ SATISFACTORY ❑ UNSATISFACIDRY SEE REVERSE SIDE OF GPEEN COPY FOP EXPLANATION OF RESULTS L ONO p11T i1ME PFOFNEO- -- RE71D I �I GATE RlPoRTED J _ ` UFORATORY RlMAAKS `I DOH X6402 IMY 1!M WATFR SUPPLIER COPY COST DATA AND iNVENIORY SUBJECT: Vater System Onsite 5 19th Stree[CITY PROJECT NUMBERS: W- ,lh ate Office Plaza Phase 11 S_ TO: CITY OF RENION FROM: STONEHENGE II LIMITED PARTNERSHIP UTILITIES DIVISION 200 MILL AVE. S0. 3605 132nd Ave. s.E. RENTON WA 98055 — Bellevue, WA 98006-1323 DATE: 7/17/91 Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced project. WATER SYSTEM: Length Size Type -F'" ;7 L.F. OF 4 D.I. WATERMAIN _M L.F. OF --�" — WATERMAIN L.F. OF —C6—"�— WATERMAIN lb7 T L.F. OF 12 "_r— WATERMAIN — _ EACH OF 4 GATE VALVES —�— EACH OF 8 GATE VALVES ACH OF 10 GATE VALVES 12 — SUBTOTAL S 9e.301.00 5 EACH OF FIRE HYDRANT ASSEMBLIES S 10,750.00 (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). TOTAL COST FOR HATER SYSTEM f 109,057.00 SANITARY SEWER SYSTEM: Length Size Type L.F. OF SEWER MAIN L.F. OF _ SEWER MAIN L.F. OF " SEWER MAIN _ EACH OF MXRM MAryHOIES TOTAL COST FOR SANITARY SEWER SYSTEM S STORMI DRAINAGE SYSTEM: Length Size Type L.F. OF STORM LINE _ L.F. OF STORM LINE L.F. OF STORM LINE L.F. OF STORM LINE TOTAL COST FOR STORM DRAINAGE SYSTEM S STREET I PRUVEIENTS: (Including Curb, Gutter, Sidewalk) TOTAL COST FOR STREET IMPROVEMENTS S yes 1 (SIGNATORY MUST BE AUTHOR[ 0 AGENT OR OWNER OF SUBJECT DEVELOPMENT) COST DATA AND INVENTORY SUBJECT: Water SVStem Onsite 6 19th StreetCITY PROJECT NUMBERS: W- 1065Sou _ South a�e�Office Plaza Phase IT S_ NAIA�3F — TO: CITY OF RENTON FROM: STONEHENGE II LIMITED PARTNERSHIP UTILITIES DIV?SIGN 200 MILL AVE. SO, 3605 132nd Ave. S.E RENTON WA 98055 Bellevue, WA 98006-1323 DATE: 7/17/91 Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced project. WATER_ SYSTEM Lengthy Size Type x. 17 13@ ,,; ? L.F. OF 4 " D.I. WATERMAIN I ei 4" weKa HeTea, 39 L.F. OF —�—"— — WATERMAIN 607 ✓ _ L.F. OF �1 " WATERMAIN " WATERMAIN EACH OF _ 14 —� —r-- GATE VALVES EACH OF 8 GATE VALVES EACH OF 10 GATE VALVES ✓ 12 SUBTOTAL E 4a.307 00 5 EACH OF 5"L IONA FIRE HYDRANT ASSEMBLIES $ 10,750.00 (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY), TOTAL COST FOR WATER SYSTEM E 109,057.00 SANITARY SEWER SYSTEM: Length Size Type L.F. OF SEWER MAIN L.F. OF SEWER MAIN L.F. OF SEWER MAIN EACH OF bTAt�EfEk MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM E STORM DRAINAGE SYSTEM: Length Size Type L.F. OF STORM LINE L.F. OF STORM LINE L.F. OF _ STORM LINE L.F. OF STORM LINE TOTAL COST rOR STORM DRAINAGE SYSTEM S STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk) TOTAL COST FOR S1,.EET IMPROVEMENTS E 1 N U (SIGNATORY MUST BE AUTHOR y fei S U D AGENT OR OWNER OF SUBJECT DEVELOPMENT) , .A. txttl,P crt� UTILITY EASEMENT THIS INSTRUMENT, made this _da ffice Park Y of June . 19 �, by and between Stoneh I Limited Partnership hereinafter rolled "Grantor(s),' and the CITY OF R -NTON, a �M,tniTioal Corporation of King o m Washin ton, hereafter called 'Grantee.' WITNESSETH: 'That said Urantor(s), for and in consideration of the sum of S 100 (one dollar) paid by Grantee, and other valuable consideration,do by these presents,grant,bargain,sell,convey and warranty unto the said Grantee, its successors and assigns, an easement for public utilities (including water) with necessary appurtenances over,through,across and upon the following described property in King County, Washington, more particularly described as follows: i See Attachment 'A" Together with a temporary construction easement described as: N/A r Said heretofore mentioned Grante., its successors or assigns, shall have the right, without prior notice or preceding at law,at such times as may be necessary to enter upon said above described property for the purpose of construction,maintaining,repairing,altering or reconstruction said utilities,or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction,maintaining,repairing,altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the right(s) of-m-ay shall not be disturbed or damaged and they will be replaced in as good a condition as they were immediately before the property was entered upon the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with Installation and maintenance of the utilities. However, the Grantor shall not erect ouildings or structures over,ender or across the rightof way during the existence of such utilities. This easement,shall be a covenant running with the land and shall be binding on the Grantor,his successors,heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have good and lawful right to execute this agreement. OFFICE PARK STONEHENGE/11 LIMITED PARTNERSHIP By: Vyzis Company Managing General Partner By nl D. zis CORPORATE FORM: STATE OF WASHINGTON ) COUNTY OF KING ) On this J!I—day of 1991 before me,the undersigned a Notary Public in and p r the State of 1�rL. _ duly commissioypd ar4sworn personally appeared err ') f ! ' to n e known to be thei��G6v'��,i Nrxtt(' rdrh7lrespectively, of " r( 4rurkd tytn�fll.+y..;>the corporation that executed the foregoing instrument;and acknowledged the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and on oath state that he is authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. J1 Public and for the f C ng at My otmnisaioa Expires: 0614.BDS/Dsk Vlllp ATTACHMENT 'A' LEGAL DESCRIPTION WATERLINE EASEMENT SOUTHGATE OFFICE PLAZA BUILDING It AN EASEMENT UPON A PORTION OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. IN KING COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWc l' QUARTER OF THE SOUTHWEST QUARTER ALSO BEING THE INTERSECTION OF THE WEST LINE OF SAID SUBDIVISION AND THE CENTERLINE OF S.W. 19TH STREET; THENCE,SOUTH 000 47'38"WEST ALONG SAID WEST LINE A DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTHERLY MARGIN OF SAID S.W. 19TH STREET; THENCE, SOUTH 890 48' S0' EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 211.72 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARC .OF LAND; THENCE, CONTINUING SOUTH 890 48' 50" EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 707.88 FEET TO A POINT ON A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 00 I1' 10" WEST, HAVING A RADIUS OF 55.00 FEET; THENCE, SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 910 09' 04% AN ARC LENGTH OF 87.50 FEET TO A POINT ON THE WESTEPLY MARGIN OF LIND AVENUE S.W.; THENCE,SOUTH 01020' 14"WEST ALONG SAID WESTERLY MARGIN A DISTANCE OF 570.04 FEET; THENCE, NORTH 880 39' 35" WEST A DISTANCE OF 385.14 FEET TO A POINT ON A CURVE TO THE LEFT,THE CENTER OF WHICH BEARS SOUTH 730 27'04"WEST,HAVING A RADIUS OF 140.00 FEET; THENCE, NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1170 09' 31', AN ARC LENGTH OF 286,27 FEET; THENCE NORTH 430 42' 27" WEST A DISTANCE OF 196.64 FEET; THENCE NORTH000 20' 18" EAST A DISTANCE OF 416.00 FEET TO THE POINT OF BEGINNING. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS A STRIP OF LAND 15 FEET IN WIDTH HAVING 7.5 FEET LYING ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; BEGINNING AT A POINT LYING ALONG THE SOUTH LINE OF THE ABOVE DESCRIBED PARCEL WHICH BEARS NORTH 880 39' 35" WEST A DISTANCE OF 215.42 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 000 20' 18" EAST A DISTANCE OF 153.97 FEET TO POINT "A"; THENCE CONTINUING NORTH 00"20' 18" EAST A DISTANCE OF 207.00 FEET; THENCE NORTH 890 39' 42" WEST A DISTANCE OF 384.00 FEET TO POINT "R'; THENCE NORTH 000 20' 18" EAST A DISTANCE OF 16.50 FLIT TO POINT "C"; THENCE CONTINUING NORTH 000 20' 18" EAST A DISTANCE OF 244.68 FEET, MORE OR LESS,TO A POINT ON THE NORTHERLY LINE OF THE ABOVE DESCRIBED PARCEL WHICH BEARS SOUTH 890 48'S0" BAST A DISTANCE OF 153.70 FEET FROM THE NORTHWESTERLY CORNER THEREOF BEING THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. THE SIDELINES OF THE ABOVE DESCRIBED COURSES SHALL BE EXTENDED OR SHORTENED TO FORM A CONTINUOUS BOUNDARY ABOUT THE CENTERLINE. TOGETHER WITH AN EASEMENT 15.00 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE ABOVE DESCRIBED POINT "A" THENCE SOUTH 890 39' 42" EAST A DISTANCE OF 25.00 FF.eT TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15.00 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF T.IE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE ABOVE DESCRIBED POINT "B" THENCE SOUTH 000 20' 16" WEST A DISTANCE OF 194.00 FEE"I TO POINT "D"; THENCE CONTINUING SOUTH 000 20' 18" WEST A DISTANCE OF 4.00 FEET TO POINT"E"; THENCE CONTINUING SOUTH 000 20' 18" WEST A DISTANCE OF 54.37 FEET; THENCE SOUTH 890 5V 55" EAST A DISTANCE OF 41.00 FEET TO POINT "F"; THENCE CONTINUING SOUTH 890 51' 55" EAST A DISTANCE OF 15.84 FEET, MORE OR LESS,TO THE END OF AN EXISTING 15 FOOT WIDE UTILITY EASEMENT GRANTED TO THE CITY OF RENTON FOR PUBLIC UTILITIES RECORDED UNDER RECORDING NUMBER 8809230143 RECORDS OF KING COUNTY, WASHINGTON AND THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT, THE SIDELINES OF THE ABOVE DESCRIBED COURSES SHALL BE EXTENDED OR SHORTENED TO FORM A CONTINUOUS BOUNDARY ABGtJT THE CENTERLINE. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15.00 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; BEGINNING AT THE ABOVE DESCRIBED POINT "C" THENCE SOUTH 89" 39' 42" EAST A DISTANCE OF 20.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 30.00 FEET IN WIDTH HAVING 12.5 FEET ON THE SOUTH SIDE AND 17.5 FEET ON THE NORTH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE ABOVE DESCRIBED POINT "D" THENCE SOUTH 890 39' 42` EAST A DISTANCE OF 41.00 FEET TO POINT "G"; THENCE CONTINUING SOUTH 890 39' 42" EAST A DISTANCE OF 12.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEGINNING AT THE ABOVE DESCRIBED POINT "E" THENCE NORTH 890 39' 42" WEST A DISTANCE OF 160.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE. BEGINNING AT THE ABOVE DESCRIBED POINT "F" THENCE NORTH 000 20' 18" EAST THROUGH POINT "G" A DISTANCE OF 58.60 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENTS. TOGETHER WITH AN EASEMENT 15 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENT FRLINE: BEGINNING AT THE ABOVE DESCRIBED POINT "F" THENCE SOUTH 000 20' 18" WEST A DISTANCE OF 25.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENTS. �: w, W P��.. H' . 4f 1% i,,Q',. �F wgS . 4'�'rq• 8366.03K `' q�SASS S.W. 19TH STREET S 61•46'SS'2 191.66' --'1 I i I PHASE II W OI 1 si i i N I � I Se9•!9'4rE = I :' zo.00' r r= ' D .C_— Ser l9_I2_E 364_00- -------_-- 1 i li 1 C s69.9Y 42•E R6j i i f 41.00' ^' �6 r92•N 1so.9o• �_' � F— i2.00' - ' I � LZ__ Ci e.nni f\ �s e9.$9.42 Y •E Cfl L�'_'I >N00.20'lA-E A 2S.00' ,`�.� Se.6Y r' z S 6941 iSS•E? f �IS.64' < I ' 1 N�1 � 1 669.99IS•M 21S.42 - w 0 W WATERLINE EASEMENT N SOUTHGATE OFFICE PLAZA PHASE II ,r�y`E S w, M4s o�p f..4...,. • AUTHORIZATION OF SPECIAL BILLING DATE. 9-26-90 PROJECT NAME: ,)uTBr.ATE OFFICE PLAZA - BUILDING II PROJECT NUMBER; s 8026 WORK ORDER NO.: It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the above-referenced project, by the City of Renton for the following work Gty of Renton water meter installation and water main tap BILLING TO BE SENT TO: Name: Vvzis Company Address 360Z 112nd Ave .E..Suite 300 City Rollevno. wa nB006 Atta: Bohn .Tack son RE E ne CW hone No-—G43-a3Do SEP27eD BUII� I f ONISIpN �y/l Owner ,eveloper, Cont for or Authot d Agent Q-t 20�`'� SUN 11 '91 15;10 TUCCI & SONS P.1,3 TuCCW%m1m. /�Ou M6Me or FACSIMILE Yelecopler Cover Letter Data1 t<— Pages Cover + Sol P 6/ tt �..� � � ,� o. r , TO FA: • Attn. A140K 6a'fbnr Front ?uC 1 A Sons, Inc. FAX !__ (206) 922-2676 Cement@$ 7 / Al Cc ? i Ii you do not X000ive all the pages, please call (246) 922-6676. 4224 WAll6A ROAD 7ACOMA WA 28"3-1626 20"U4676 206 M2676(FA%( }JLu 'et Ls:u rt �� WORKS DEPARTMENT c—a 1 6EESIGN/UCT.ILITY ENGINEERING • 235.2631 at/� •� LL MU CIPAL BUILDING E00 MILL AVE.SC. RENTON,WAS 90055 'ro f ACKFLOW,DEVICE TEST REPORT a --t Ra. has I{11aP1 ca.1.Ct h¢( tal..r w Ma s San aee..re.0p.far Attu LI '^CaDOMO MKr bK1. Nny14w W" in a.y lla �JCVPr wct{S 7o T ` � sia4y 3f 1-11. teal tyy{Iq plae spar Daft pee v—f::t1A_ l CHECK VALVE NO.1 CHECK VALVE NO.a DIFFERENTIAL PRESSURE RELIEF VALE L%A1. Leaaed ...... ............. . ❑ 1. Leaaed ...................... 1. Opened r1 le, fed"Coll wesews a. Closed Ughl ................ . Cloud hgW.................. I. D,d nol open ................. ❑ Gaaned...................... . ❑ Otaaned........................ ❑ Cleaned........................ Ci Replaced. Replaced Replaced. Dish.................... . ❑ D. ^....................... wo.r ❑Date. ................. Sw a Dlr'.lo.e1 ................. ❑ AG.Ida .................... . ❑ C.-de ...................... $DrM1g....... ............ ❑ RE Pin glalneT ❑ pin nlanM................. ❑ OHpho�-�.luge ietll.ga pro ................ . ❑ H'Dga pen................... Upow ................... ❑ R .eel...................... . ❑ Sul ❑ • 0;60A 8gill................ . ❑ O'.0h.sglo.................. ❑ DlaOhlagm.email 01har.desallpe............ . ❑ Olhh.slow.his ............. ❑ uppe. _................. ❑ LD.w ................... ❑ soaco'..v w ............... ❑ Olhel.dew1be.............. O FINAL. Opened at EO. TESTCbaed V•111.................. . ❑ Closed egnt................ ❑ .•.. •Mvgd murwe !a11w►A RE.ORT 1E CERTIIRo TO EE TRUE RtW Neae110 b C rN' al Public Works Department pn �1 f "u Pr w DESIGN/UTILITY ENGINEERING 200 Mill Avenue South gn r,f Renton, Washington 98035 " '" """"'i ci3 g � SUN 11 '91 15:10 TUCCI & SON < <'.�"-�-�(/L.u.• y _ Pulack WORKS DEPARTMENT "A l DESIGN/UTILITY ENGINEERING 0 235.263` MUNICIPAL BUILDING 200AOLLAVE.30. RENTON.WASH.98055 BACKFLOW DEVICE TEST REPORT ACa0Yn1 Me. i CMup Nnfw Ce...tl I.eYM YYa dI I4MOfS TC:ICC_i cL Sonl S a1�.Cl:.pper4 � �—�— __�m la.hWa etvca tu.ce .MM.tw .. yam-- Ocv A- s /o Y1f7 yy r4ffl•4.1 lwf or last fiUpf aWl.Cadaa 1.31 C.t C.V11" Las CHECK VALVE NO. 1 CHECK VALVE NO.a OIadERANTIAL PRESSURE RELIEV VALVE NtlTlµ 1. Looked ...................... ❑ .. Leaked ...................... ❑ 1. Opened at Ibs. TEST •educed p.asaute 2. Closed light.................. 2 Closed east.................. & 2 Old nal oo. ........... ❑ Cleaned........................ ❑ Cleaned ....................... ❑ Cleaned........................ ❑ Replaced: Replaced: iloo4ced: Disc .................... .. ❑ O..e........................ ❑ olae.vV'ar ................. ❑ swing................... .. ❑ Sp..na...................... ❑ DISC.H.p.................. ❑ ................... .. Q :Yale ...................... ❑ Sonna...................... ❑ E IS all.til.................. ❑ 1 in.et~..............., ❑ Olaph'sgm.Islas AM.-Se pm.............. pin................... ❑ Up.. ................... •❑•-I aads,. ................... .. ❑ Seat. .................. ❑ La." .................. J SOlaoh.aa.n............... .. ❑ O-aph'som............I..... ❑ Olaphitam.1.60 O.h...desoM........... .. ❑ Otno.d.sa.Me.............. ❑ Upper ................... ❑ to... ................... ❑ 5wt*, lo.e. ............... ❑ Olhc..dtxdbo.............. ❑ FTTINAL Ownac*I Ra Closed tight.................... ❑ Closed light.................... ❑ .eduud p'oofwe Ronlalea THE ABOVLMEPO041 Is CERTNIEO TO aE TRUE 4NW y.eal lO t .10 H e•r Public Works Department _ DESIGN/UTILITY. ENGINEER NO 200 Mill Avenue South _ Renton, Washington 98055 �1f03 TuccASons Inc. September 11, 1991 Doug Bonner Vyzis Company 3605 132nd Avenue S.E. , Suite 300 Bellevue. Wnshinoton 98006-1323 Re: Southgate Office Plaza City of Renton Punch List Dear Doug: As of this date, all items on the C' - , of Renton punchlists dated August Sth and 6th of this year relative to Tucci 6 Son's work have been completed. Item No. 2 on the list dated August Sth indicated leaks in the fire and domestic vaults. We pumped out both vaults and checked for leaks, but could not find any. The hatch covers specified were not waterproof and the runoff from the sprinkler system appears to be the primary cause of the water in the vaults. It is my understanding that the second copy of the certifications of the double detector check valves did not reach the correct people in Public Works so I have enclosed mother copy for your Information. If you have any questions, please call me at 922.6676. very cruiy yoars, ruCCi 6. SONS, INC. Mike Cooper kesoPer Project Manager MC:dj Enclosure 3224 WALLER ROAD TACOMA.WA 96441m23 206A22-6676 206922 n7] (FAX) 9 �s z PUBLIC WORKS DEPARTMENT f DESIGN/UTILITY ENGINEERING 0 235.2631 'w MUNICIPAL BUILDING 2t10 MILL AVE.SO. RENTON.WASH.98055 BACKFLOW DEVICE TEST REPORT Account No. �c o.n.C1 nnson— co.l.ci na.rt wwf Or n1fY4fa NnnU.• ^.lss IOC.igN pr p[K[ S f--J 6(2 OEVSE arw..x.w Yra acted OeLi f S o �o ys T Unit ee IlUist.11Wf OF 1[a( .ussuu ww xllossraur a[ce V.IA OS _ lB5 lB5 CHECK VALVE NO.1 CHECK VALVE KO.2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL C Leaked ...................... ❑ 1. Leafed ...................... ❑ 1. Opened at his. TEST reduced pressure 2. Closed tight.................. 2. Cluse+light.................. 2. Did ncl Open ................. ❑ Cleaned........................ ❑ Cleaned........................ ❑ Cleaned........................ ❑ Replaced: Replaced: Replaced' Disc........................ ❑ D'i:........................ ❑ Disc.uppw ................. ❑ Spring...................... ❑ Sprng...................... ❑ Disc.IQ.w................ ❑ RGwda ...................... ❑ Guide ...................... V Sprang...................... ❑ E pin retainw P ................ ❑ Pin relonw................. ❑ D.aphragm,large A Hinge pin................... ❑ Hinge pm................... ❑ Upper................ ❑ 1 RSeat........ ............... ❑ Seal........................ ❑ Lto.*,................... ❑ SD'aphragm.................. ❑ 0aph.agin.................. ❑ Oiapnngmmw.sl Omw.describe.............. ❑ Omer.descnot.............. ❑ Uppn ................... ❑ Lo.w................... ❑ Spscw.bww ............... ❑ Olnw.describe.............. ❑ FINAL ❑ Opened p M. 7F5T Closed light................... ❑ Closed fight.................... reduced at Remarks THE ABOV EPORT IS CERTIFIED TO BE TRUE _ 11(iUMM.11.pnr 1p 1! 1(O . ' �, C i 1`�iC l� afnwFO h Public Works Department DESIGN/UTILITY ENGINEERING 200 Mill Av,nue South Renton, Washington 98055 "i""`-`"— G>f03 3 -� t3 PUBLIC WORKS DEPARTMENT '� E DESIGN/UTILITY ENGINEERING 0 235.2631 • MUNICIPAL BUILbINC 100 MILL AVE.SO. RENTCN,WASFt 98055 EIACKFLOW DEVICE TEST REPORT Acedant Ib. a.uu nnsw ce.uu na.H -- wuiw euuxs uir+cl.•ooaeu a y� ,,.d tac•rgi.or uvca g w. Corn, oft burld,� oiv.! rn.rr.,. u.ew rr. arr w L'7' jis '7o ? lssa `� `l iKuuIN.r te+x a rest Its, oAar.eRoss rxi aK H $l CHICK vuva Led Les. CHECK VALVE NO.f CHECK VALVE NO.E DIFFERENTIAL PRESS"r..e RELIEF VALVE INITIAL 1. Leaked ...................... ❑ f. Leased ...................... 1. Opened at A>< iE57 reduced pressure 2 Closed light.................. . Limed IigM.................. 7. Did nor open ................. ❑ Cleaned........................ ❑ Cleaned........................ ❑ Cleaned........................ ❑ Replaced. Replaced'. Replaced. Disc........................ ❑ Duc.upper ................. ❑ so,..... ................. ❑ 'no...................... Disc.louver.................. ❑ RGuide ...................... ❑ Gwde ...................... & Spring...................... ❑ FPin relatMr ................. ❑ Pin retainer ❑ Daphragm,large AHinge pin. ................. ❑ Hinge Pin........I.......... uppe. ................... ❑ Sear........................ ❑ Seal lower................... ❑ Is ....................... SDbphragm.................. ❑ O•aphrag................... ❑ Diaphragm.small Other.dose................ ❑ Olney.describe......... 'IpP. ................... ❑ Lower .... ............ ❑ Spacer.lower ............... ❑ Other,describe.............. Cl FINAL Closed tight.................... ❑ Closed hghl. ❑ Opened al__Ibt TEST TEST ............•.•.... reduced Pr— Remafha THE ABOVE REPORT IS CERTIFIED TO BE TRUE r1FI W.11(rplr 10 RSN e, of oe.— rr Public Works Department r 1 _ DESIGN/UTILITY ENGINEERING ""•' ^ 200 Mill Avenue South �l�cn, Yi f L cGZ- a Renton. Washinglcl 98055 n"u3•i• Uswwn b n•ir 5 3 CJ Rl� p�vc, CITY OF RENTON MEMORANDUM DATE: September 18, 1991 TO: Ken Bindara-Building Dept. FROM: Abdoul Gafour-Water Utility / SUBJECT: Final Occupancy Inspection Report Stonehenge Il(Vytis)Office Building-2001 Lind Ave.SW Building Permit No.B-87135,Public Works Permit No.P-7634 The Water Utility Department does not recommend the issuance of a Final Certificate of Occupancy for the above project until G.e following items are completed by the applicant and accepted by the deparunenc C MP 1-Revised cost-data inventory for the water main improvements.fhe preciously submitted cost-data has errors regarding quantities of materials.The revised quantities are shown on the attached sheet. �'�rIA(//F_ 2 Bill of sale for the water main improvements. A quantity sheet of items to be cony", I to the City is ,9attached under Exhibit "A". Blank hill of sale forms can be obtained from our Customer Service Dept. (235-26,11). 0�'( q4 3- Revised legal description for the water line.The previously submitted description contains errors and a 'S�J�E/i' portion of the easement as shown is not needed due do the deletion of a portion of the water line. Red i/Y�i f5 lined corrections are attached. _ ---,,.�Y-Posting of a one-year maintenance bond for all utilities and oil-site improvements that are conveyed to 419�r the City for maintenance and operition.The amount of the maintenance bond is 10% of the total utyntallation costs of said utilities and off-site improvements. ft // CC Gregg Zimmerman- Plan Review Supervisor n urs CITY OF RENTON d► ..o Department of Planning/Building/Public Works Earl Clymer, Mayor Lynn Gutlmann, Administrator October 4, 1990 t 3 Ms. Teresa L. Fowlkes Development Coordinator 3 VYZIS Co. 3605 - 132nd Avenue SE Suite •300 Bellevue, WA 98006-1323 SUBJECT PROJECT: SOUTHGATE OFFICE PLAZA PHASE II 2001 LIND AVENUE SW RENTON, WA 98055 d LEGAL DESCRIPTION OF SUBJECT PROPERTY: See attacheu Exhibit "A" TO WHOM IT MAY CONCERN: It is the intent of this letter to state that water and sanitary sewer service are available from the City of Renton to the m)ve referenced site. Both water and sanitary sLHer utility extensions will be required appropriate to your level of e-velopment. All developer extensions, both on-site and off, must abide by the "Conditions and Standards for Construction of Utility Developers Extensions", under the Renton Municipal Code, at the developers expense. Also, said property will be subject to all applicable permit fees, connection fees and latecomer fees due at the time of connection. Very truly yours, Ronald Water Utility Supervisor 90-3111 AMN In Atta<hm�nt 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2631 EXHIBIT "A" LF41AL DESCRIPTRIN This Exhibit is a continuation of that certain First Lease dated , 1988. on real property in King County, Washington, and by this reference shall become a part of that Agreement. Legg] Dosrripfion: SOUTHGATE OFFICE PLAZA II THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE S EAST,W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: CONVENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER ALSO BEING THE INTERSECTION OF THE WEST LINE OF SAID SUBDIVISION AND THE , CENTERLINE OF S.W.19TH STREET; THENCE, SOUTH 00.4738' WEST ALONG SAID WEST LINE A DISTANCE OF 30.00 FEET TO A POUT ON THE SOUTHERLY MARGIN OF SAID S.W.19TH STREET; THENCE, SOUTH 89°48'50' EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 211.72 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND 'HENCE,CONTINUING SOUTH 89.48W EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 707.88 FEET TO A POINT ON A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 0.11'10'WEST, HAVING A RJ,OIUS OF 35.00 FEET; THENCE,SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 91°C9'04', AN ARC LENGTH OF 87.S0 FEET TO A POINT ON THE WESTERLY MARGIN OF LINO AVENUE S.W.; THENCE. SOUTH 01-20*14• WEST ALONG SAID WESTERLY MARGIN A DISTANCE OF 563.31 FEET: THENCE.NORTH 897742-WEST A DISTANCE OF 38S.19 FEET TO A POINT ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 73.27*04• WEST, HAVING A RADIUS OF 140.00 FEET: THENCE NORTHWESTERLY,WESTERLY AND SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117109'31',AN ARC LENGTH Of 286.27 FEET: THENCE NORTH 43°4227'WEST A DISTANCE OF 196.64 FEET; THENCE NORTH 00°20'18'EAST A DISTANCE OF 418.00 FEET TO THE POINT OF BEGINNING. CONTAINING 10.1 a3 ACRES.MORE OR LESS. SEP-28-1990 10:05 FROM VY715 CO. BELLE'AJE TC 2352513 P.02 0 ��011IIfaD v Y 2 1 3 SEP 2 8 1990 Septiamber 28, 1990 CITY OF RENT UN PUBLIC WORKS ! ni i.'TnMER SERVICES Ms. Dee. Beadle ` wing spwaiaList City of Aentan Public Works 200 Mi11 Avenue South Banton, M 98055 FM: Smeltgate Office Plaza Phase II 2001 ISnd Avemw S.W. Renton, WA 98055 Dear Dee: The VYz:Ls Company is in the prooes of obtaining a building Permit for the sacmd building of approximately 156,000 rentable square feet in Southgate office Plaza. In cxrlwr to =plus the financing package on the Prt37ect, we have been asked to crovIde a letter of eva lah,lity for all utilities serving the site. Would you be so kind as to prepare such a letter for the City in regards to water and sorer? Thank you for your assistance in this mattes. Sincerely, Tar"& L. Foulkes Develcpnent Coordinator SGATEPL/TLF t6 OL VYZIS COMPANY 3505+3a c AM S E. Suite 300, MM.vs.WA 9$%§.1323-(a0!)$43 W= / CALCULATION OF INSPECTION fEU w _ 10 6 s 4,c,r�ir,,ITE OtEME A4,lj34 1I 5 — s3y PROJECT PROJECT REFERENCE i PAVING k STREET LIGHTING: € q36 ,3oo xl.a3/ = 4 7/165'0 SANITARY SEWER ilh irOAA WA-r6k WATER: 12 2/ 2,72 x/,as/ _ /32// 76' TOTAL CONSTRL':TION COSTS: $ 7a 31 V 67 TOTAL INSPECTION FEE FIRST S1OO,000@ 2t - S 21000 SECOND S100,000@/. 59 S 1� 440 REMAINING $ S S 1-3q TOTAL: S a, 73-6 CALCULATIONS: PAVING d STREET LIGHTING: 471 OU x ��3`6 = #$161 as 72 �1867 SANITARY 1.110 (6� o0 '72� �cv X `073� ' l95', rov ea x �(, 2S6.ea WATER; 72 h�Q6q '113r 164 BOND AMOUNT FOR 100% OF WORK IN R/W NUMBER OF STORM SEWER CONN. TO SYSTEM NUMBER OF SAN. SEWER CONN. TO BLDG.(S) PREPARED BY: ,&�� DATE D/INSP-FEE:AH:lf 6/12/89 'SOUTH SATE OFFICE PLAZA, " CIIASE 11 SITEWORK T t :SECTION JOE ITEM DESCP.IPTION fOUANTITY:UNIT:UNIT PRICE :EXTENSION :AMOUNT '----------------'--------------'----------- s TEMPORARY EROSION CONTROL : DETENTION POND 1. EA $964.00% $964.00% FILTER FABRIC 900: LF t S6.00: $5.400.00: : INTERCEPTOR SWALE 900: LF $1.25t S1.125.00: CHECK, DAMS 6i EA f150.00: S900.Oo: TEMP. CULVERT 401 LF $15.00% f600.00: POND BAFFLE 80% LF $15.001 S1.200.001 t 15" CMP t 601 LF 130.00! S1.800.001 TEMP. COMST. ENTERAHCE 2: EA $2.4013.00; 54.800.00: s RIP RAP t 40: Ttl s $20.00! 5800.of! TEMP. OUTFALL 1: EA S500.00: 1500.00: : �i18.;�89 00 SANITARY SEWERS 1 8" PVC PIPE 240: LF : E3?.00: 57.920.00: 6" PVC FIFE 40t EA : 132.00i f1.290.00t - : 6" CLEAN OUT 2! EA - $250.00: S500.00t t 48" DIA. MANHOLE 1: EA : 52.300.00: 12,300.Oo: CONN. TO EXIST. STUB : 1: EA : 11,250.00; tl.'c5o.0Qis S13.250.00 STORM SEWER s 8" CP t 72! LF : $21.50: $1.548.0,3: 12" CP i 1380: LF : f26.00: f35.850.00t s 15" CP loot LF 1 S29.00% 120.300.00: TYPE I CB 20: EA : 1700.00: S14.000.00! TYPE 11 49" CB t 2: EA % 51.500.00t t3.000.00t TYPE (I 54" CB 1: EA $3,000.00! %3.000.00: RIP RAP 75- Ttl : $30.0o; f2,25��.00: HEADWALLS FOR 12" PIPE 2: EA : 12.5011.00s t5,0110.09t 6" ROOF DRAINS 450: LF : f16.001 i7.20a,•g0: 6" C.U. 4: EA 1250.00: 11.000 Oo: DETENTIOM POND s 1: EA 12.001 .130: 12,000.001 t 010 FILTRATION SWALE 210! LF t S5.001 $1.050.00! f96.228.08 t 3 : WATER SYSTEM s t 10" DI PIPE 611: i $27.00; t16.497.00: { S" 01 PIPE 1065: 125.00: E26.625.00t }L 6" DI PIPE s 90: $24.00' f2.160.00t t t 4" DI PIPE 1301 S24.00i $3.120.00s FIRE HYDRANTS a)✓•i 1 $2.150.00: 60 600•,tTAo tY, IVo 10" GATE VALVE 2: t S2.300.00e f4.6910.00: 8" GATE VALVE 3: S2.100.140: 16.300.00: 4" GATE V(&E 1: s1.3san.00: 11.300.011: 2" BLOW OFF 1: $460.001 f460.001 8" DOUBLE DETECTOR CHECK. VALVE: I: f12.300.00: $121800.00: 4" METER 'NCL. VAULT i It 57.910.00: s9.810.001 s t 191~t7�tlrt? st T7 7I.c 1 PAV INO : • s WEED PILL?R i 358001 SY : 1.15t f!.370o*lt t F(tlISH OR)0It* i '3001g1 SY 1 1.3`! 423.800.001 GRAVEL BA3E(6"I 9100- TN t sII.00% s100.101�.Of ATB t3"1 t 5200: TM 1 430.00: $156,000.001 BROOM. FLJSH 6 TACK 28000. SY t f.20t /5.6".Oki t TOP LIFT CL 'B' t2"1 3300t IN : $33.50% $110.550.012% : LIQUID AS=HALT ESCALATION t 510: TN t f25.013: s12.?50.I?1'1 EXTRUDED CUF8 6600: LF : $1.55: 11'1.230.0"1 t PAVEMENT MAPF INGS t It LS $4.600.00% 14.500.JOt SEfAI�?f' SIDEUALKS 200: SY $25.O!r- $5.000.07t CURS S 612TTER a loot LF t 915.001 $2.409.06' lt/ REMOVE V IST. AC PAVEMENT t SYSAWCU : LF Roy' s WHEEL TCH(IRT RAMPS EA : EA = : ( ' SCORED CCNC. CROSSWALKS : : SY t : 1 1 1 t t 1436.300.0 --------------_.------------------------------------------------ TOTAL $656.139.0( -I'R o4 ( '; 74C R16i-/7 -or -W4y SOUTHGATE OFFICE PHASE II OFFSITE WORK ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION SECTION AMT. WATER MAIN 12" Water Main 670 L.F. $36.00 $24,120.00 2" Blow Off 3 EA. $460.00 $1,380.00 12" Gate Valve w/ Manhole 2 EA. $2,250.00 $4,500.00 Subtotal -- Adi 2 F rr (! a nf3 2 r_a Z /Sc S, 300 $4,'� SEWER CONNECTION 10" Pipe 10 L.F. $33.00 S330.00 ' Connect to existing stub 1 EA. S1,250.00 $1,250.00 Subtotal $1,580.00 TOTAL $31,580.00 "Credit to onslte costs 3S,SaV r 1 PRECONSTRUCTION MEETING MINUTES SOUTHGATE OFFICE PLAZA II ATTENDEES Name Address Phone Richard Scales Vyzis Co. 643-4300 3605-132nd Ave SE Suite 3 Bellevue, WA 98008 Mike Cooper Tucci & Sons 922-6676 4224 Waller Rd Tacoma, WA 98443 Bob Stanton Horton Dennis & Assoc. 822-2525 320 2nd Ave S Kirkland, WA 98033 Larry Kirby Collins Electric 282-4113 314 Nickerson Seattle, WA 98109 Gary Young City of Renton Construction Services 277-5577 Marvin Burgy City of Renton Construction Services 235-2529 Jim Gray Renton Fire Prevention 235-2642 Terri Jones Renton Fire Prevention 235-2642 Dave Christensen City of Renton, Engineering 277-6212 Kim Scattarella City of Renton Storm Water 235-2631 Clint Morgan City of Renton Traffic 277-6216 Gregg Zimmerman City of Renton Plan Review 277-6178 Date of Conference: November 8, 1990 Name of Project: Southgate Office Plaza LL Location* 2001 Lind Ave Company Name: Vyzis Co. Distribution: To Attendees GENERAL 1. The construction permit for this project has several conditions written into it. These conditions will have to be satisfied prior to issuance of occupancy permit: a) Complete traffic signal warrant analysis for SW 19th and Lind. b) Street improvements for SW 19th Street are required to be completed prior to occupancy. Pre-Con Southgate Page 2 0 Restrictive covenants for participation in installation of a sewer line along S.W. 19th Street, and for future participation in L1D's#1 and #2 must be finalized to City satisfaction prior to occupancy. 2. A permit bond is required prior to construction in City right-of-way. 3. Marvin Burgy mentioned that installation of the temporary erosion control facilities are not in conformance to the approved drawings. The contractor described site conditions that led to ti.a charges. It was mentioned that any changes should be previously reviewed and accepted by the City prior to installation. City will meet with contractor at later date to evaluate cited changes. POWER: 1. Power Company was not represented at meeting. Electrical contractor described the electrical plan. 2. Contractor will be doing trenching, the utility will install power lines. U. S WP.ST 1. U.S. West was not represented at the meeting. All U.S. West installation will be on-site, none in the right-of-way. Much of this has already been installed. FIRE PREVENTION I. Hydrants shall be bagged with burlap prior to being placed on line. 2. Fire P•evention Department will witness hydro-static test from double detector check valve to building entrance. 3. Upon completion of testing, full volume flushing of fire line will be required. Flushing water shall be released into sanitary sewer. 4. Maintain reasonable Fire Department access to site at all times. Contractor noted that an ATB road has already been installed around the building. 5. All stationary fuel tanks on site will require permit from Fire Prevention and proper containment ,vill be required. 6. Ftre Prevention should be given 48 hour advance notice for inspections. 7. Tucci stated that they will install fire water line within 5 feet of building. Fire Prevention suggested that one contractor should install all the way to above the building slab, since partial pressure tests will not be accepted. The system must be tested as an inlc gral unit. 8. Maintain fire access to existing building at all times. 9. Irspection of the system is required before the hydro tests. 10. Hydrants should be placed in service prior to construction above floor slab. The City will consider whether existing hydrants will be sufficient for fire protection to allow construction above floor slab prior to commissioning new hydrants. TRANSPORTATION 1. Applicant must complete traffic signal warrant analysis. 2. 19th Street improvements must be designed, approved and installed prior to occupancy. 3. Restrictive convenant for participation in LID's 1 & 2 was mentioned. 4. All lane closures shall be performed in accordance with Uniform Manual. City inspector must be notified well in advance of lane closures. 5. Approved traffic control plan should be implemented. 6. Work in city right-of-way is limited to between the hours of 8:30 a.m, to 3:30 p.m. Pre-Con Southgate Page 3 STORM DRAINAGE 1. Install temporary erosion control facilities per approved plans. 2. Protect wetlands and surroundings from construction debris. 3. Consider early establishment of biofrltration swale and seeding so mat seeding will be established. 4. Contractor intends to se PVC rain leaders and concrete storm pipe. 5. Contractor intends to use lasers and survey staking to establish line and grade. As-builts will be kept as work progresses. 6. Catch basins should be protected with filter fabric. Clean out catch basins upon completion of construction. 7. Engineer will get project information from contractor for as-built drawings. As-builts will require engineer's stamp. SANITARY SEWER 1. Sewer line is a private sidesewer tying into existing manhole. 2. Lines 8" or larger require TV inspection. 3. Air pressure test must be witnessed by inspector. 4. Manhole must be cleaned of construction debris. 5. Sewer line must be flushed thoroughly. 6. Backfill in City right-of-way shall be 5/8" minus crushed rock to grade. May hold rock 1' below grade in landscaped areas. 7. Use screw plugs instead of caps. 8. Use trench box where trench over 4' deep. 9. Contractor will use laser and staking for line and grade. 10. Inspection is required before back filling. WATER 1. Pipe and fittings shall be poly wrapped. 2. Submit all changes to City and obtain approval prior to construction of change. 3. City does not allow megalugs. 4. Pipelines must be polypigged, pressure tested, chlorinated and a water purity sample taken. City picks up water purity test samples and delivers to lab on Wednesdays. Independent courier will be needed for delivery other than Wednesdays. Water pressure test is 150 psi above static head, minimum 200 psi. 5. For tie-ins, contractor will excavate and provide materials. Actual tie-in will be performed by City crew. 6. All thrust blocks and pipelines must be inspected before backfrll. 7. Bedding and backfrll shall be in accordance with water notes in plans. Use 5/8" crushed rock backfrll in right-of-ways. 8. Contractor will use City's chlorination pump and chlorine solution for chlorinating water lines (50 ppm solution, 24 hour retention). 9. Flush mains into sanitary sewer only after chlorination. 10. City will allow two contractors (Speer and Pacific) to perform wet taps on City water mains. 11. Final adjustment of all valve vaults, etc., will be required. 12. Layout staking should be by professional surveyor. 13. All fittings require thrust blocks. CITY OF RENTON MEMORANDUM DATE: .SfWEM&I* TO: Carrie Davis-Technical Services FROM: ASdoul Gafour-Water Utility SUBJECT: Recording of documents PROJECTNO.: W- 1065 yO(MiW( �uitn . T m y- COYL12 Please have the attached documents recorded in King County and return a copy of the recorded documents to me and also to the following: Name: V1215 (Ahtwi AAn: --D6u& loiww, Adorew Sm- 132", mr, Sra SutY 30D Bntbru6• WN. N606- 1323 Documents to be recorded: % Bill of Sale % to Storm Sanitary sewer K Easement Water Storm Sanitary sewer Others t t1 ' S.W. "TH STREET 153.10, 1 i rtsu4c 1 1 I 1 PHASE II 1 W t,C44vt AS i 1 0♦0'ila�l Nc 8 ; I se9•.00' fY O2_E 1�N.00'' ==-=------ ---- ------------ gll � W I 1 •'4S39*30'12-E I N P 0.— 9142•N I60_06, 1_ -12.00' � "'" HC~ ' 1' L-- "�( G i P9.w ME O.P�.b 1 In I _ o ,. �Sit•S9V2'E T— 00•ZD'IS'E A - 25.00' c Mb0' fJ = 909.51'55'E 'I5.04' 8 , 1 � e I Y E9'99'15'N 215/7 0 ( W WATERLINE EMEMINT 5OUTHLATE OFFICE PLAZA PHASE II •Q�ES..W. d,�•. ♦ W-1o55 CITY OF RENTON "LL PUBLIC WORKS DEPARTMENT Design/Utility Engineering BACKFLOW PREVENTION DEVICE REPORTING AND TESTING INSTRUCTIONS 4 All Backflow Prevention Devices installed are required, by Washington State Law (RCN 42.20.050.E3-19-002/WAC 248-54-19:), to be tested on installation, and annually there after. Testing must be done by a Tester certified by the State of Washington Department of Social and Health Services, a list of whom may be obtained from this office. Please complete the bottom of this form, and return it to the Utility Encineering Department at ZOO Mill Ave S, Renton Wa. 98055, together with the completed Test Form(s) attached, when the required device(s) have been installed. t OWNERS MAILING INFORMATION OWNERS NAME: MAILING ADDRESS: DEVICE LOCATION INFORMATION STREET ADDRESS: Z-100 L-IA 14",- S,'✓ DEVICE LOCATION*: 4:SSUTti- L-� CJ1 I�EC� bw LJ CONTACT PERSON: Vo— �►i11 .t PHONE NO"15ER: (�'d 3 --I 5-YD PROTECTION ZONE': DATE ;NSTALLED:_L/L_/2j_ USER CODE*:_ Directions to the device on the premises.(eg. Second floor utility room (Rm 2C9) next to elevator). *To be completed by Utilities Personnel 200 Mill Avenue South - Renton, W.sLuigton 98055 - (206)235-2631 PUBLIC WORKS DEPARTMENT W 106,5 4 DESIGN/UTILITY ENGINEERING 0 235-2631 •ro sE•,If. MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.MOSS BACKFLOW DEVICE TEST REPORT Z=Z. o.1•c, *.Io cow,•cr «. ' —__ w..e a rotors s / � / �,,�� — '7PrJ/Le Cta�l L//"f'-E�-t �/� u.nct.00.Ess toC.l,d„a oEwcf pEvtl w•,•..k... r•ecw /� s,E 3wrw _ �G� � 4'os z J+lr11r(f ..11Wf Of If51 �� rn[SSVPf pRO1 iLMI5IR$I C.ECa VAI 7 lR5 lR5 CHECK VALVE NO.I CHECK VALVE 90.2 DIFFERENTIAL PRESSURE RELIEF VALVE -EEIT. L I. Leaked ...................... ❑ L Leaked ...................... ❑ I Opened al Iba. TEST 34 reduced 0,e22me 2. Opted tight .................. 2 Closed tighl.................. 2. Did not own ....... ..... .. ❑ -- Cleaned........................ ❑ Cleaned.............--......--. ❑ Cleaned........................ ❑ Replaced Replaced. Replaced. Disc........................ ❑ D,ep ... ................ ❑ Disc.upper ................. ❑ Sonnq ..................... ❑ Sonnq ❑ Disc Ic.e,............ ❑ ...................... ...... RG,nde ...................... ❑ GV,de ...--................ ❑ Sonnq...................... ❑ E Pm,,lam p a ................. ❑ Pm reamer ................. ❑ Diaonragm,largo AHinge o,n................... ❑ Hinge pm................... ❑ Upper ................... ❑ RSea, ❑ Seat.._.................... ❑ Lower ...._............. ❑ S Diap",agm.................. ❑ D,aonragm........ ......... ❑ 04pnngm.small Ome,.descnb............... ❑ On,".desume.... ... ❑ Low ... ............... ❑ Lower .................. ❑ Spacer.lower ............... ❑ Olnei.describe.............. ❑ FINAL ^[y Opened al__IRA TEST Cbaad tlgM.................... Gored I,qm.................... `l radeud oresson mark. THE AGOVE REPORT IS CERTIFIED TO!E TRUE —ft"CIlno Its,. nG•+foe. PubliC Works Department _ 'GN/UTILIT`' ENGINEERING "'•"" 200 Mill Avemje South '<< �.i � Renton, Washington 98055 •" 0 CITY OF RENTON PUBLIC WORKS DEPARTMENT ,-£----_. -- Demgn/Utility Engineering 6ACKFLOW PP.tVENTION DEVICE REPORTING AND TESTING iNSTRUC!IONS All Backflow Prevention Devices installed are required, by Washington State Law (RCW 42.20.050.83 19-002/1WAC 248-54-195), to be tested on' installation, and annually there after. Testing must be done by a Tester certified by the State of Washington Department of Social and Nealth Services, a list of whom may be obtained from this office. Please complete the bottom of this form, and return it to the Utility Engineering Department at 200 Mill Ave S, Renton Wa. 98055, together . with the completed Test Form(s) attached, when the required device(s) have been installed. i OWNERS MAILING INFORMATION Pt %' J) OWNERS NAME:_y C P nty Y % )n NAILING t !ESS: 3605 132"L) AVL C CITY OF RENTOn; Deft. C- V �, e= wr. . Etignieer1' _- tlg 98�oF DEVICE LOCATION INFORMATION STREET ADDRESS: 2 O O ( L DEVUE LOCATION*: 5- F l uo r,— f: L:NTACT PERSON:_ �" - PHONE NUMBER:_ PROTECTION ZONE: DATE INSTALLED:_,J_/_ USER CODE:_ Directions to tle device on the premises.(eg. Second floor,utility rqu, (Rm 209) next to elevators. *To be completed by Utilitie- Personnel y i 200 Mitt Avenue South - Renton. Washington 99055 (206)235-2631 . •.. IN = PUBLIC WORKS DEPARTMENT F q DESIGN/UTILITY ENGINEERING a 235-2631 MUNICIPAL BUILDING 200MILLAVE.SO. RENTON.WASH.98055 BACKFLOW DEVICE TEST REPORT A<cwnt Rp. onuu (Y .rule enErSaS n ",I; Sn s r` /�at� Ti .IUm 71991 u ,pone -_ a:A�La t L CITY OF RENTON iu Jzwe .1w Engineering Dept. IFYCF YMawMw Ymw ir. { s.r w 1 eCeaVssuRie,I re.a v r[ir t`-�ff�5 7 3 3 wM'31M(proe+CMOss rwsi Cwf C+v.av[ 1 LBS CHECK VALVE NO.I r' CHECK VALVE KO.2 Off FEREHTIAL PRE'•.rqE RELIEF VALVE INITIAL 1. Leaked ........... G t, Leased pe,ed3 TEST reduced pressure 2. Clesed ryM.................. Q 2 Closed light.................. Q 2. Did nol p ❑pan ................. Cleaned........................ ❑ Cleaned ........................ ❑ Cleaned........................ ❑ Replaced: Replaced. . Oiac Replaced ........................ o„ v,per ❑ Spnny................... ❑ Son" Doc.Iowa.................. ❑ EGarde .................. ❑ Gurdc ........ ❑ Sonnp.._...... ❑ P Pin reamer ................. ❑ Pin slain.. ................. ❑ D'apnragm,large ................... R ear........................ 0 Seal......... ❑ ❑ S Diaonraym................ Cl Oupnra m.................. V ❑ Diapnragm.(mall Olney,descnb............... ❑ Omer.desumn ❑ Lop" ❑ Lower .................. ❑ $pacer.low" ............... ❑ Ome,.describe.............. ❑ FINAL TEST Closed llgM.................... ❑ Closed kgnr.................... ❑ opened al_ Des # reduced"assure THE ABOVE REPORT IS CERTIFIED TO BE TR ua.arowr ro UE u"goal B nvsrap e. Public WorcS Department DESIGN 'UTILITY ENGINEERING 'r"""•• -- t 200 Mill Avenue South Renton, Washington 98055 cps?, is PUBLIC WORKS DEPARTMENT F DESIGN/UTILITY ENGINEERING 0 235-2631 e MUNICIPAL BUILDING 300 MILL AVE.SO. RENTON.WASH.98055 BACKFLOW DEVICE TEST REPORT �an '-f9 + ac cOun! Ib. Mr.CI KnaUn C ` wYap1 EYrS[5 mil 11'J'-11 vm.e;a Arwnss - AOO I __.L , un_ �}Ve -I-Y OF FCI TON .oc.rarra oE..cE .711305 MeM WA,WtEAI EYEa Itsl ME$StIPE pIpI.CApss 1PlSt cMEce v.lvE f. LBS i CHECK VALVE NO.r CHECK VALVE RO.2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL 1. Leaked ...................... ❑ t Leaked .................. ❑ 1 Opened In T' y lbs TEST reduced prpsure 2 Closed fight.................. 2. Closed ognl ............... .. 2. D.d not open ........... ❑ + Cleaned........................ ❑ Cleaned................. .... ❑ Cleaned ...................... ❑ Replaced Replaced: Replaced Disc ....................... ❑ O�sc ........I—,.......... ❑ Disc uppx ............... ❑ Sam Ia. ❑ RGu`de ...................... GurdO ...................... Cl Spring........-............. ❑ E Pin reuox .....-p ........... ❑ Pm re4mx ................. ❑ D.. inra9m.4rge A IEvlgc pm................... ❑ Hmge pm................... ❑ Upper ................... ❑ I Sex R ❑ Seat........................ ❑ latex................... ❑ S Diaphragm.................. ❑ Ouph,agm.................. ❑ Diaphragm.small Oma,describe.............. ❑ Oleeq desc,............... ❑ Upper ................... ❑ lower ................... ❑ Spacx.klwx ............... ❑ Other.descnM.............. ❑ FINAL Opened x. BA TEST Gored nghE.................... ❑ Gosed ligm................_.. ❑ ledund pnssun marka;15y_dy D E✓/cf THE ABOVE REPORT IS CERTIFIED TO BE TRUE we.etEMl Eo nsrto er aEe.weo e. Public Works Department DESIGN/UTILITY. ENGINEERING 200 Mill Avenue South Renton, Washington 98055 -- o PUBLIC WORKS DEPARTMENT !, F DESIGN/UTILITY ENGINEERING • 235-2631 MUNICIPAL BUILD ING 200 MILL AVE.SO. RENTON•WASH.98055 �,r(o Ye,cE~• BACKFLOW DEVICE TEST REPO RT Account Ra. (pr,r.<t e(nep. ppur. yYFd Mf Y6l3 'l l'' I II ,7 Lill So •Tb 6a+� Q �a_ru.•odlss CITV OF RENTCN o'OC.lgw d Df'aCf l 'y K fC/REY E4E ` .amw sr. 2AIZ s...r., Ywycyw D C t� IK :.iI ;`� n,E MESSYnF lfMfd f(SE m(SHMf Orbe% pss,My CwECl..I!•f 7 LOS Los CHECK VALVE NO.I CHECK VALVE N0.2 DIFFERENTIAL PRESSURE RELIEF VALVE . Leaked ❑ s. Leaked ......_.............. ❑ I. Opened al�_Ibs. INITIAL 1 - ............. reduced pfoss.re TEST 2 Closed ' .... 2. Did not open ................. n 2. Closed light.................. ® .............. _ Cleaned ....................... ❑ Cleaned........................ ❑ Cteaned........................ LI Replaced: Replaced. Replaced: pup........................ ❑ D'sc ElDu atc.upp ................. ❑ SDnn ❑ OisG 1p_«.................. O RGuide ...................... ❑ Guido ❑ Sp:�nq...................... E Pm,ewner ❑ I".relamer ❑ nupnragm.4rge P ................. ❑ Hmge W^ Upper ._................ 1 Hmge Dr^ ................... ❑ ................... I Sear ❑ Seat. lo_a ................... R ❑ ❑ DYpnra m small .................. . S Olaphragm.................. Dupnra9m.................. g ❑ ❑ Other.deSCrM.............. ❑ UODer................... Omer.dnaiba.............. ❑ Spa�ar.Ip_H ............... ❑ Omer.desCElbe.............. ❑ Opened al IGt EIXAL Closed right.. ❑ 7C1,1,d.:g'- ........._. ❑ rP.- pnssYn TEST matL> q c w ?N 5fA 11,9 iNE AlOVE REPORT IS CERTIFIED 70 BE TRUE 11rW NeOIE!to llS/LL/JfO a. ()Q S 7-1 I1', Re.Mld ar Public Works Department — DESIGN/UTILITY. ENGINEERING 200 Mill Avenue South Renton, W:,shington 98055 085�. 6-11r;_ 4 cs PUBLIC WORKS DEPARTMENT _ F DESIGN/UTILITY ENGINEERING • 235-2671 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98055 BACKFLOW DEVICE TEST REPORT `= i? AC[OVrI( MO 0"'.CI "en51 CGYiKi nqM v i1 wYf decra,Yees �t1,7�-1-RrT— �DY!42 co Ate '-rr- _ J urnc[.00M» T'ON ��1 L .�p Ave _ E noL^ee►in¢ rtF r :Oc.—I o/e'vc[ �r dOr_�N.'40.L I�bYr+ %VT[ Y..yy.N.� Ymn Sn S..IK ,DC WATT- 70 3'` Mf rMsSuef r 1,a.f d I... rMssw[Ded:ewss rwu cn[cir wive &5 LBS. CHECK VALVE NO.1 CHECK VALVE KO.2 I OtFFERENTIAL PRESS'IRE RELIEF VALVE pp INITIAL I Leaked .. ❑ L. Leaked .................... . ❑ 1 Opened at. lbs. p TEST reduced p,e»we 2 posed light ............___ 2. Closed tight.................. (la. 2. Did not ow ❑................. Cleaned........................ ❑ Cleaned........................ ❑ Cleaned........................ ❑ Replaced: Replaced. Replaced. Disc ❑ Dyc._..._.............._ ❑ D15c..opN ❑ `.. Spring ❑ RGrade ...................... ❑ Gwdo . .................. ❑ E ❑ Spring...................... PPm,elalner ................. ❑ Pm relame. ................. ❑ Oiaphragm,lcrge AHinge in................... ❑ Hinge pin................... ❑ Upoin ................... ❑ NSea,........................ ❑ Seal........................ ❑ Lower................... ❑ S Diaphragm.......... . ❑ O..Dhraghe.................. ❑ Duoniagm,iman Other.describe.............. ❑ Other.describe.............. ❑ UPM ................... ❑ .. Lo.e ❑ Soccer.I"ar ............... ❑ Omer.describe.............. ❑ FINAL Opened.,, R,s. TEST Cbaed tlghl.................... ❑ posed ngKl.................... ❑ redYccd Ite»ure vans—1� C4J SNsT.R/l aft ov✓ THE ABOVE REPORT IS CERTIFIEO TO BE TRUE Me Mrdi 1d M"D ir, 2K Public Works Department DESIGN/UTILITY. ENGINEERING 200 Mill Avenue South Renton, Washington 98055 o85a CITY OF RENTON PUBLIC WORKS DEPARTW2Irr Dgs1 /Utility ccri BACKFLOW PREVENTION DEVICE REPORTING AND TESTING INSTRUCTIONS rill' OF RENTONa � All Backflow Prevention Devices installed are re;_ired, by'Wbsw epi.` State Law (RCW 42.20 050.83-19-002/WAC 248-54-195), to be tested o0 installation, and annually there after. Testing must be done by a Tester certified by the State of Washington Department of Socia# a I Health Services, a list of %J10m may be obtained from this office l Please complete the bottom of this form, and return it to the Utilt Engineering Department at 200 Mill Ave S, Renton Wa. 98055, togethasjq with the completed Test Form(s) attached, when the required device(*- have been installed. )WNERS MAILING INFORMATION OWNERS NAME: V Y MAILING ADDRESS: 5;6 o S 1 32rv� AVt C . is DEVICE LOCATION INFORMATION ' STREET ADDRESS: 2 0 U ( I t nt A DEVICE LOCATION: _ FiRs i I=Lp0Y2 7/�NI rok RQSF CONTACT PERSON: r f�u PHONE NUMBER:_ PROTECTION ZONE*: i ATE INSTALLED: /_/_ USER CODE*: e,. Directions to th,^ device on the premises.(eg. Second floor utility rtipp (RIr'209) next to elevator). VTo be completed by Utilities Personnel 200 hill A.veoue South . P-enton. W.ashuq;too 99055 - (206)235-2631 Ak ., . CITY OF RENTON PUBLIC DEPARTMENT vr'• • :.:.r+:. j�_' D-tut dity Engi#=ring BACKFLOW PREVENTION DEVICE Elmov.c..•• ., REPORTING AND TESTING, INSTRUCTIONS All Backflow Prevention Devices installed are required, by Washington State Law (RCM 42.20.050.83-19-002/WAC 248-54-195), to be tested on installation, and annually there after. Testing must be done by a Tester certified by the Stata of Washington Department of Social and Health Services, a list of whom may be obtained from this office. Please complete the bottom cf this form, and return it to the Utility Engineering Department at 200 Hill Ave S, Renton Wa. 98055, together with the completed Test Farm(s) attached, when the required device(s) have been installed. OWNERS MAILING INFORMATION OWNERS NAME: V Y Z— ) S C"J1 N Nt MAILING ADDRESS: 316 0 5 1 3?"o A:r. L- , 0F1=L CV Vtv 'vV P. . y$006 DEVICE LOCATION INFORMATION ..�•,tY 1 e STREET ADDRESS: Z O O ( L t ni t] Av DEVICE LOCATIONa: Figs 1 f LOOK TAviTo►� (l r CONTACT PERSON: *_ PHONE NUMBER: PROTECTION ZONEV: DATE INSTALLED:__/ j_ ;;ER CODE':_ `Directions to the device nn the premises. (eq. Second floor utility ropy (Rm 209) next to elevator). VTo be completed by Utilities Personnel 200 MW Avenue South - Renton, Washington 98055 -(206)235-2631 6 ti- CITY OF RENTQN JL _ PUBL1C1,1WD t - ' ra j;":' llf�TesfiiLUeiliey BACKFLOW PRL"ENTION DEVICE _ REPORTING AND TESTING INSTRUCTIONS CN All Backflow Prevention Devices installed are required, by Washington State law (RCW 42.20.050.83-19-002/WAC 248-54-195), to be tested on installation, and annually there after. Testing must be done by a Tester certified by the State of Washington Department of Social and. Health Services, a list of whom may be obtained from this office. Please complete the bottom of this form, and return it to the Utility. E Engineering Department at 200 Mill Ave S, Renton Wa. 98055, together gith the completed Test Foin(s) attached, when the required device(s) have been installed. OWNERS MAILING INFORMATION OWNERS NAME: V Y MAILING ADDRESS: 3(6057 13-e "o AYF C. t . �E1 .LE ".ki WA . 98006 . DEVICE LOCATION INFORMATION STREET ADDRESS: 2 O O ( L DEVICE LOCATION.: Fiks f FLOO12 ,TF '''-4 ►'_ (Z00 CONTACT PERSON:_ PHONE NUMBER: PROTECTION ZONE*: DATE INSTAiLED:_J_/_ USER CODE Directions to the device on the premises.(eg. Second floor_utility (Rm 209) next to elevator). y O *To be completed by Utilities Personnel +" 200 Mill Arcuac South - kentou, Washington 99055 - (206)235-2631 I W- 1663 4oute�ast 1� - Amr Cast- '�IYfA �NJ[urd1Y {aq, w�, (,� Y T- j� /UMmly ll _ W W W 12 vI ( I't 6 9 210 tf j �•IO I -II 570 u 78n r. �88 to"Di 436 Lf 371 Lf 'i 607 Lt. di 6 vt f ll"Wi I I L vniv6 —. — L-- to 6Atr VAtll� I 2 A�6w� vA� z I i 3 4" (Me VA1ue I i - 1 _ I 4"u1 a mat I � I I ASiE"NI Z y 5 CONSTRUCTION FIELD SERVICES W t665� PRE-OCCUPANCY INSPECTION REPORT P- 704 DATE: MAY 31. 199" TO: UTILITY SYSTEMS [ ] STORM - RANDALL PARSONS [ ] SEWER - DAVE CHRISTENSEN CITY OF RENTON [ ] WATER - ABDOUL GAFOUR RECEIVED ( ] PLAN REVIEW - 3REGG ZIMM`:RMAN ( ] CONSTRUC11ON SVCS -- MARV BURGY JUN 07 1991 ( ] TRANSPORTATION SVCS - CLINT MORGAN ] LANDSCAPE/ZONING - BOB ARTHUR BUILDING DIVISIO ( ] BUILDING FINAL - :ANDY MARTIN ( ] FIRE PREVENTION FROM:_CONSTRUCTION FIELD SERVICES - '.CANDY MARTIN X6173 ISUBJECT: SP HGATE OFFICE PLAZA PERMIT NO: B-16258 (WOM87135_) 2C01 LIND AV SW _TYPE BUSINESS: OFFICE BUILDING B-2 The subject project is nearingcompletion. Please investic .te your area of responsibility and indicate below either your acceptance or corrections. Please return by JUNE 7. 1991 in order that a Certificate of Occupancy may be issued. If no comments are r, ;eived by the above date, the Certificate •: '_1 be issued. TO: CONSTRUCTION FIELD SERVICES - 3RD FLOOR DATE 6 _7 GI :ROM: A5Dr)4L kf[WL. U:P'RYt UTL' Ufa I This project is approved by this department_ subject to the corrections: NON-LIFE SAFETY ITEMS LIFE SAFETY ITEMS (No,e, 1' SuBn�c 6A4citc;� 1FSL5 AEV LC5 �h T,C A_4N hftE DQV eu UAu�T, DaHesT� �li�;-Eri. 9cuP 't �n�at-a�e lrr falkm wee ro✓. J�uD MST P3 BAIT 04 PuA�C FS QW M(lP(l. CF WKFlI-W.+.� Hp(xe�EMF«'cS LE�TLK CO tfY A VR`6FESAN M. Et(Hl. bM1 L/.NO S42Y!"ftiv r-NS. ®�LµQM'f � 31-C. O� SPIF L IAST- Dw'tY. : IJ�E.tnn.( SME'E+ fbY- FJ suowk< Rc �isr" E`t LCUTW EkSEkE'�1T :FpA- Uf1+T;0.41JE ® SLLO SEN -L. (OMOCFICC4+ Lf Aw -ot4chw$ LTesAl mom CmSTN•<>nW i.ltORecw tli-�T. •uc-ncwLntcy two �w.+r ,� ��ew ' � 'tD (a� 3 ZaOe °zk ISo�F - � 30Up"` DO YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CEPTIFICATE OF OCCUPANCY? (IF YOU HAVE LISTED AYY LIFE SAFETY ITEMS, MARK "YEC".) [ ] YES // [ �C] Yo 93/PREOCC Authorized Signature L' DATE PAGE �¢ FROM FILE NO. TO SUBJECT 50"TA(A7X IC. cc Vi1tY Z IppS M� nAND� rnA2rI+J �.c� Idla� �J�,pgaTm�EaT 1�>zr�1e (�'le 1�1�1rT1N l.�t< PIZE ll-� Rxc.115ipr of pee-ct"paN "`e �' q��5 Zlr„M�.1e.M�►w � �R �bdou.l Q�Foue., rAP- nIAP-V auP-gy , Me (3cb Aant t., ` V��np12 &CAI TEFo M r�� . I�1 e D A�� C!1 R�STrc�.15E►J�PAC kAN005,11 PALhQ6.)s ANfJ Me CUNT Mp2� aIJ W E d FFC-f- T14-6'e F►�1�OwIac1 12 ryS(�on1Sr'c. Tv TF4rc l 0�NT1�r D Q.o,.�ccE1eN5 - Irlr. ZIPv%r^ cre rnAN 1 r- I�tT� 5T2f-W-T C;oM(PIFEM AtO� �21�Ay� JuNa 14, 15�I - Cas-LXPrt,!hc, tKYaTA►IraTa4 Pops. Wry W;tl peoo4tor� A ao,za t11t Arr<t"W-7 CA-P * 9 ,coo.e_ 5vfL T131 , IAcno 1TI . l ,SZ06 # (�,000. oc' Xl . s =. 'o1 ,000 .0=) p2ovio�t, 5P.1�, $oNOS AZ I, INVIE1sToQ1rr-S Jr02 TF4 APT, rce- StlajYln AND TAX. � 'STH ST" IMPR41`EMreu?5 Jill DATE � 't\'�I PAGE Z of 4 FROM FILE NO. TO SUBJECT tiTiKa{�lTc 1L cc TEr+po�aa G.c�. V T Z I S �12lawlayy T,, 'tAE. GT•� oa Ft2�oA� �,,Nr� 1� 11`(`tl. Ale (21arQ1AP, — TAr, AAciCFlcw "Tr�T RT4cl Foe. T'Mll 7 .C. ►'�� lbp0 Tmil \Allx c 12e%cji:a`1 rc !^r 1 Svlon.� STi'e0 , l,J�. al �PK -�1Ew�q c�plrs o �loN2. L�Nrz SllksicP+'+ep�T5 TJ %youG 01 .C:G T:iIoAkj) Wye. W,k ee00%o,L -! k1 R�cLv�IICST�I' 3.000°— �t.JD, Z%Dom- x i •S = 31oco '=� s i DATE � 'i1-�� PAGE FROM FILE NO. TO SUBJECT cc V T ' I S Me. �i(�I�Kso� d�.la+Ra 'r�1rt �i►�A1 QaTI� �- � �de�-��efl,a5 uX31;tl Srr,zmbkz 1r ct �eAol►'q �ca�lrsy ACT��I�IIzS w��l b� �>"pl b� �2ioa� JuuaL 14 , 1591 1)I- OzwIoIfz� Ar zNO �2. A��(IGICIM9'r/Z.�y IoS,c=- fog C.woozc..A?lltcj Plp�rla� mr. elr+l►s. C 4? ~1 A,om- X 1.s= * Ics,coo- ) Dui. I.ArJOYAp . t,4%1,\ ecru+2m TINS bollIli QA\UIL tIJ A IWlruL Tb Tk Grp . ale 4crAue Y1�R. -'t1�cM1�5• ^ Ply CJ►.�CfizR►JS rJoTTe.D wi tI b1E, RAC-Ti�Fl�l� cluletaY� (4to.4 lra1TS Igi9fCcTiaJ 'Tbd.A�, Yo12. C,�RtsT��lSE� — f� t!ptix.�2NS DATE (.c' PAGE 4 ,0 4- FROM FILE NO. TO SUB.-CT '—=L-7 JATCL IC cc —\><n.poeA9,1A Go VYZ 1 S - SToe, 5k�sTVm As-3 ',1-r Deawl s will b� s�b�;IT1i�� To 1Cu2 '6CLOPAi �kaE 14 1951 �� OPl1AN �I.,ple}►o1•� of 1`iT STeEF.r CSrcc Aha»� CoMpl�r�oa a�- PAO1)x, C car-e. '460\)r.) 6.t rv,A c-F' '5o1JDRD lj�oaK- - Lt, µT Pains It 5 ,o00 flrv-pT. Co,Yc.�% 3,o00.°- (, gNosc �ap� NI S i05, coo, °- ( tx ZXIiKQT, Lk-�TL I�iI Aaa2Ksseo All Coacceos 'RA\s' r-o w TAX. bz%piIIII Rv-poa:TS . Coh:rMe-T- aS 1Mm Ko1 r�Tsl S t�a,.ld. 12Tl� - C! L:i�cAno,J bE, 9xQuieKI F!.+�1E ICr ;•,,w., JITILITY EASEMENT THIS INSTRUMENT, made this__L day of November , 19_QQ by and between Stonehen¢e !I_ Limited Partnership hereinafter called "Grantor(s)," and the CITY OF RENTON. a Municipal Corporation of King County. Washington, hereafter called "Grantee.' WTTNESSETH: That said Grantor(s), for and in consideration of the sum of S 1.00 (one dollar) paid by Grantee,and other valuable consideration,do by these presents,grant,bargain,sell,convey and warranty unto the said Grantee, its successors and assigns, an easement for public utilities (including water)with necessary appurtenances over,through,across and upon the following described property in King County, Washington, more particularly described s follows: See Anachment "A" Together with a temporary construction easement described as: N/A Said heretofore mentioned Grantee, its successors or assigns, shall have the right, without prior notice or preceding at law, at such times as may he necessary to enter upon said above described property for the purpose of construction,maintaining,repairing,altering or reconstruction said utilities,or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction,maintaining,repairing,altering or rewnstruction of said utilities shall be accomplished in such a manner that the private improvements existing in th,o right(s)of-way shall not be disturbed or damaged and they will he replaced in as good a condition as they were immediately before the property was entered upon the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the right-of-way d-,ring the existence of such utilities. is This easement,shall be a covenant running with the land and shall be binding on the Grantor,his successors,heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have good and lawful right to execute this agreement. STONEHENGE 11 LIMITED PARTNERSHIP By: Vyzis Company Managing General Partner B : Bafil D. Vyzis f CORPORATE FORM: STATE OF WASHINGTON ) COUNTY OF KING ) On this'` day of W=v 1.\r F F. ( , 1990 before me,the undersigned a Notary Public in and for the State of 10� 1 "�r4 , duly commissioned and sworn personally appeared I;N`- \L D �i to me known to be the j R F,:t D f, wl respectively, of v t r _ the co ration that executed the foregoing instrument, and acknowledged the said instrument to he the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned, and on oath state that he is authorized to execute the said instrument. WITNESS my i tnd and official seal hereto affixed the day and year in this certificate above written. Notary Public and bar the state of w�;ptNGZk is residing at r My Commission Expires: ;n 1108DSKV.BDS ATTACHMENT 'A' LEGAL DESCRIPTION WATERLINE EASEMENT SOUTHGATE OFFICE PLAZA BUILDING H AN EASEMENT UPON A PORTION OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.IN KING COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER ALSO BEING THE INTERSECTION OF THE WEST LINE. OF SAID SUBDIVISION AND THE CENTERLINE OF S.W. 19TH STREET; I AENCE,SOUTH 00°47'38"WEST ALONG SAID WEST LINE A DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTHERLY MARGIN OF SAID S.W. 19TH STREET; THENCE, SOUTH 890 49' 50" EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 211.72 FEEL'TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE, CONTINUING SOUTH 89° 48' 50' EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 707.88 FEET TO A POINT ON A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 0" I1' 10" WEST, HAVING A RADIUS OF 55.00 FEET; THENCE, SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 910 09' V, AN ARC LENGTH OF 87.50 FEET TO A POINT ON THE WESTERLY MARGIN OF LIND AVENUE S.W.; THENCE,SOUTH 010 20' 14'WEST ALONG SAID W ESTERLY MARGIN A DISTANCE OF 570.04 FEET; THENCE, NOP'r-. 890 39'35" WEST A DISTANCE OF 385.14 FEET TO A POINT ON A CURVE f0 THE LEFT,THE CENTER OF WHICH BEARS SOUTH 730 27'04'WEST, HAVING A RADIUS OF 140 00 F' THENCE, NOKCHWESTERLY, WESTERLY AND SOUTHWE:T.ERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF I it 09' 31", AN ARC LENGTH OF 28C.27 FEET; THENCE NORTH 430 42' 27" WEST A DISTANCE OF 196.64 FEET; THENCE NORTH 00° 20' 18" EAST A DISTANCE OF 416.00 FEEL' TO THE POINT OF BEGINNING. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS A STRIP OF LAND 15 FEET IN WIDTH HAVING 7.5 FEET LYING ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; BEGINNING AT A POINT LYING ALONG THE SOUTH LINE OF THE ABOVE DESCRIBED PARCEL WHICH BEARS NORTH 880 39' 35" WEST A DISTANCE OF 215.42 FEET FROM THE SOUTHEAST CORNER THEP`OF; THENCE NORTH OOP 20' 18 :AST A DISTANCE OF 153.97 FEET TO POINT "A"; THENCE CONTINUING NORTH 000 20' 18" EAST A DISTANCE OF 207.00 FEET; I 'ENCE NORTH 890 39' 42" WEST A DISTANCE OF 394.00 FEET TO POINT "B"; THENCE NORTH 000 20' 18" EAST A DISTANCE OF 16.50 FEET TO POINT "C"; THENCE CONTINUING NORTH 000 20' 18" EAST A DISTANCE OF 244.68 FEET, MORE OR LESS,TO A POINT ON THE NORTHERLY LINE OF THE ABOVE DESCRIBED PARCEL WHICH B:?ARS SOUTH 890 48'71"EAST A DISTANCE OF 153.70 FEET FROM THE NORTHWESTERLY CORNER THEREOF BEING THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. THE SIDELINES OF THE ABOVE DESCRIBED COURSES SHALL BE EXTENDED OR SHORTENED TO'ORM A CONTINUOUS BOUNDARY ABOUT THE CENTERLINE. TOGETHER WITH AN EASEMENT 15.00 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE ABOVE DESCRIBED POINT "A" THENCE SOUTH 890 39' 42" EAST A DISTANCE OF 25.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT POPTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15.00 FEET IN WIDTH HAVING 7.5 FELT ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLItE: BEGINNING AT THE ABOVE DESCRIBED POINT "B" THENCE SOUTH 000 20' 18" WEST A DISTANCE OF 184.00 FEET TO POINT "D"; THENCE CONTINUING SOUTH 000 20' 18' WEST A DISTANCE OF 4.00 FEET TO POINT "E'; THENCE CONTINUING SOUTH 000 20' 18" WEST A DISTANCE OF 54.37 FEET; THENCE SOUTH 890 51' S5" EAST A DISTANCE OF 41.00 FEET TO POINT "F'; THENCE CONTINUING SOUTH 890 51' 55" EAST A DISTANCE OF 15.84 FEET, MORE OR LESS,TO THE END OF AN EXISTING 15 FOOT WIDE UTILITY EASEMENT GRANTED TO THE CM' OF RENTON FOR PUBLIC UTILITIES RECORDED UNDER RECORDING NUMBER 86UJ230143 RECORDS OF KING COUNTY, WASHINGTON AND THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. THE SIDELINES OF THE ABOVE DESCRIBED COURSES SHALL BE EXTENDED OR SHORTENED TO FORM A CONTINUOUS BOUNDARY ABOUT THE CENTERLINE. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15.00 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE ABOVE DESCR TIED POINT "C' THENCE SOUTH 890 39' 42" EAST A DISTANCE OF 20.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 25.00 FEET IN WIDTH HAVING 12.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE ABOVE DESCRIBED POINT "D" THENCE SOUTH 890 39' 42" EAST A DISTANCE OF 41.00 FE T TO POINT "G"; THENCE CONTINUING SOUTH 890 39' 42" EAST A DISTANCE OF 12.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15 FEET IN WIDTH HAVING 7.5 FEET ON EACH S;DE OF THE FOLLOWING DESCRIBED CENTERLINE. BEGINNING AT THE ABOVE DESCRIBED POINT "E' THENCE NORTH 890 39' 42" WEST A DISTANCE OF 160.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT. TOGETHER WITH AN EASEMENT 15 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE. BEGINNING AT 'THE ABOVE DESCRIBED POINT "F" THENCE NORTH OCO 20' I8" EAST THROUGH POINT "G" A DISTANCE OF 58.60 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED EASEMENT. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENT'S. TOGETHER WITH AN EASEMENT 15 FEET IN WIDTH HAVING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE ABOVE DFSCRIBED POINT 'F" THENCE SOUTH 000 20' 18" WE.•T A DISTANCE OF 25.00 FEET TG THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. LESS THAT PORTION LYING WITHIN THE ABOVE DESCRIBED EASEMENTS. DES W. �\ i G" �4' rye, c•'" 8366,03K L' r %.S' r . •`ENVY; %,,% r s S.W. 19TH STREET S 69./6150,E 101.88, I � i 7.5' PHASE U 3 ♦I H � I I I $ j r-S D9•b•!2•E 20.00' zn r r r c�_ ! SD9•S9_-- -1_ ------- ---- I — I ill I I � I I W I I _ � I ram•' '^. I I � S69.99'!2•E ry61 j 3 N6 Y41•N I W0.00' 6 I a �564•S.00, E \ �••,� ie_I'i .'N 00'20'16'E A 4 jy� S. I C 56.b1' Z L-v. S D9.51•SS•E r �IS.B!' 9 �1� l 1.00, � - I N Z I I I ` •- -'! 7.5'189,19,3S•M 215.42' -_- WATERLINE EASEMENT SOUTHGATE OFFICE PLAZA PHASE K r"�5 W•••• •4 SNi'49~% • ••••�f:•.,`G/$i[NfV:fit,,�J •��CNIE....`N . S G-TH'GATE OFFICE PLAZA PHASE 11 L W-1065 2 -X.s T�Z_�;2`7 C��> CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: April 10, 1991 TO: Jim Gray, Fire Prevention Randy Martin, Building Inspector Abdoul Gafour, Utilities FROM: Ron Nelson, Building Official SUBJECT: Occupancy/Southgate Office Plaza, Ph-se II 2101 Lind Avenue As you Know, I have scheduled a meeting for next Monday, April 15th, at 1:30 PM in the 1st floor conference room in order to discuss occupancy requirements for the above referenced project. Attached for your information is a copy of SDL's letter outlining a schedule for testing and occupancy. Please call me at 6180 if you have any questions or need additional information prior to the meeting. rgnn9/SDLmtg �.r y OF FErflOM A.CENIL AFR i i 1991 :USTOMkRSERME r c -r�-� aids 5111 Ri,WA Rod SE Bellevut.WA 98009 �f^ hl :r1e1055.1101 Fex 206J35J125 � �� (�►►1/L � j /�' April 3, 1991 �L ILUINu U7VISI()y Mr. Ron Nelsen City of Renton Building Department 200 Mill Avenue South Renton.WA 98055 Re. Southgate Office Plaza, Phaso II, C-112G 2101 Lind Avenue, Renton., Washington Build' n Occupancy Daar Mr. Nelson: Attached is a schedule of milestone dates for building occupancy. It is our intent to meet all of the dates shown to facilitate the move-in operations of ff,e Boeing Company. We will work with the governing agencies in any way possibis to smooth this transition. To minimize any potential problems or discrepancies, a meeting with all appropriate City of Renton representatives, as well as our design/build team, is requested. This meeting would be for the purpose of discussing occupancy criteria and to set up a testing schedule. We propose to meet at i p.m., April 11, at SDL Corporation's jobsite trailer. Your office will be contacted this week for confirmation. If YOU : a%e as; questions or concerns, you may contact us at 271-0662. SOnerely, SDL �CORPORATION �,e— Mirk Peterson Prc jest Manager ss Attachment cc: John Jackson, Vyzis Company (w/Attachment) Barry Aaronson, Loschky Marquardt & Nesholm, Architects (w/Attachment) Bob Stanton, Horton Dennis Associates (w/Attachment) Dan Caldwell, SDL Corporation (w/Attachment) Steve Paul, SDL Corporation (w/Attachment) Terry Rennake;, MacDonald-Miller Company (w/Attachment) tarry Kirby, Collins Electric Company (w/Attachment) Mark Metzger, Grinnell Fire Protection (w/Attachment) Mike Cooper, Tucci & Sons, Inc. (w/Attachment) C-1125 SUL CORPORATION SOUTH&.TE OFFICE PLAZA, PHASE II MILESTONE DATES FOR BUILDING OCCUPANCY DESCRIPTION DATE Temporary Occupancy of Building Shell and Core . . . . . . . . . . . . . . June 14, 1991 + Temporary Occupancy of Third Floor Tenant Space . . . . . . . . . . . ,June 14, 1991 Temporary Occupancy of Fourth Floor Tenant Space . . . . . . . . . . . June 21, 1991 l Temporary Occupancy of Fifth Floor Tenant Space July 01, 1991 Temporary Occupancy of Second Floor Tenant Space . . . . . . . . . . . July 08, 1991 Temporary Occupancy of First Floor Tenant Space . . . . . . . . . . . . . July 08, 1991 Final Occupancy of Building July 10, 1991 •1-