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Home My WebLink AboutLUA86-036 - Large Format “J * EXIST. CHIN HILL. BUI y , 3 j ent ah oon a Spo a tn tes ch, SOR te a EXIST. /ASPHALT ~ ¢ rater ee VT GBs “oe were ASPHALT . aks RE FG COMMENDED | APPROV VAL RECOMMENDED: FOR APPROVAL — YLOf RECOMMENDED: FOR APP he SCALE 1°=20' WATER PLAN Sta. 3+45, 17" Rt. New 8" Cap Temporary 2" Blow-Off Assembly PROPERTY LINE _MAIN EXIST. CHIN HILL BUILDING NOTE: Water Main Covered by p tt fi k : Exist. 8"x2" C.1. Tapped T, Exist. 2" Gate Valve (SxS) And Valve Box To oe 5+97.56 ¢ (Hospital ad Bish 0+00 € (Parking Vot / | Exist. 6" Gate Vélve (FLxMJ) f. And Valve Box” Exist. ‘6" C.1. jo a 90° Send (MJxMJ) (Approx. Sta. 5+74, 15" on Hospital Access Road] New 12"x8" Tapping Tee And New 8" Tapping Gate And New Valve Box - Tap By City (FLxMJ)} e Sw 19TH $T GENERAL NOTES a. 10. Ty PP poven A Lead C Mil oe, All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. All water main pipe to be cement lined ductile iron pipe conforming to ANSI Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A-21-4-74 or latest revision. Pipe joints to be push-on or mechanical joint. Bedding to be Class C. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977 or latest revision. All fitting joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B-16.1 and shall be 125 Ib. configuration, unless otherwise specified on drawing. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. All water mains shall be pressure tested and disinfected in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a repre- sentative of the City of Renton. - A preconstruction conference and twenty-four hour notice will be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. All connections to existing mains to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and be on-site prior to City notification. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. - Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in. DIRECTOR OF PUBLIC WORKS CITY OF RENTON Sw 21ST ST SD le db Rs ee OQ----------------- -- - FF -- --- - - - - -- - License Agreement to 17" 80 : City. #7908200611 ¥ i { | Tam | i Vi LLL IR : i Ww Nn f | } PS wn / i. I] ‘i ‘ We : =. , | a 1 = VU v | % - v : 1 = ° = y = eee pene, _ i FE al ; © ~ Z ! EXIST. /ASPHALT | L, n = of ! or ‘| > Exist. Meter & Box ME fay x EXIST 7S To Be Removed % ss ; fe 3! oc! And Relocated to ie : ate © /. wooD Jn ‘| wo! by City Forces i : ! : , WAREHOUSE 7 . E ve i" z y y | New 2" Cap ie ae ij] & e Connect To |Exist. ff 7 ieee f A a re vv | Sta. 2+70, 17' Rt. | i New 8" Gate Valve (MJxMJ) Assembly / 4 and New Valve Bex | = | ee l / | i ! y / | / \ : yi y | Sta. 2+60, 17' Rt. a ‘6 9 - | New 8"x2" Tapped Z 2' | “~~ _Tee (MJxMJ) * Sta, Bon Exist. 1)" G.I. Water Line Ww ele Exist 76.1. 9 2 To Be Abandoned / Water Ling Exist. 223° Bend es To Remai {1 “ (SxS) 7 ee / a New | 7 of er 7 Oo 4 mae 3 " es. eR | ——_7§ | ter i ge Perking lot Access, ,Road fe ie? Ste : Say is N 00 66's Oo rf . 64 | - ; Ry “6 = Exist. 12" x6" Cl ey | . & ali 3 Tee (MJxFL) - ie ) | iz : 2 ‘@ New Meter & Box _ DD _ eine (is r Set By City ee ae ae ah oe a as | | al , pia __ es Moe: aaa2 ST oaUm Eg = | SEE DETAIL-THIS SHEET eee New 8" DI (TJ) Cl. 52 see a 26 | Sta. 2+37 €& ai a a ae Water Line x t a —— ae . ) _— Exist. so. Sta. 2+20, 13° Rt sees bal tin cue hee 4 } New 8" C.1. 45° Bend 7 * New 8" C.1. 223° Bend | Fie peo ee, ee a eee ee ee a ae (Both MJxMJ) we ! &i ee = yf Sta. 2+14, 11' Rt. We _ Pr ff New Fire Hydrant Assy. 76 | : Pe 2 . 45' From Clinic eo r Sta. 1438, 20' Lt. 8"x6" C.1. Tee New 8" Cl.. 223° Bend J (MJxFL) (MJxMJ) . (mae EXIST. ASPHALT ae ¥ cco Jedd ee aes vA Pee wei See cae je ee ae ec Ws pa 2 is ae ¥ 5 . & ” Temporary 13" Blow-Off 2) C4 To Be Removed When é Meter Is Set LEGEND c] ; Grade LLG SIASS SJ ie Exist. Building a Uy : | Exist. Edge of Pav't. a eI = I x= i a : pee Exist. Contour 3 New Meter Box Ye ~ * x x Exist. Fence . 25) baer ri Pater ~=—N Valve Box c . Bey eo: ier T sey | os Property Line ‘Tauperery W. Exist. Water ai New 1}" Meter a ee a ee SD ancccgiieg Exist. Storm , Set By Cit sae I ie . SS Exist. Sewer | T N New 8"x12" I Wigs 4 Tapped Tee New Water Line RI | Wy, tractor To Connect ' ist. W M fee cl We Gi: fine = —— — —— — — ED a en es ait 7 4 i —— nal After Meter Is Installed B New Water Meter - Le 2 - New 99°-13" New 2"x1}" Reducer bd Exist. Water Valve Elbows w/1}" ? , New Water Valv Nipple Between New 2" Gate Valve New 2" Nipples ee e : <y Exist. Fire Hydrant : | 8. oo New Fire Hydrant ‘A METER SETTING DETAIL a New Waterline Thrust Block ad N.T.S. aoe rh | | 6/5/84 | V8 a REVISED PER CITY OF RENTON REVIEW ba tad "bem st yf NO.| DATE BY | CKD. [APPR. REVISION SF uD =i D.D. “a a DESIGNED. Pr z Beads! | .||Barghausen _ ee Se ¥E al ai ‘| Consulting Engineers Inc¢.-<«= Ft Land Planning, Survey & Engineering Specialists APPRORER | M6625 So. 190th St. Suite 102-Kent, Wash, 98032- (206) 872-5522 ans ae ed ; SCALE : Ej For: JAMES E. BAKKE pe g* 2701 ALASKAN WAY 1"=20' 187TH ST ce = VERT. come SEAPTICE, WA. Sela. = sols a ‘ a Tit! SHEET «tut Title : Dae Fe « h WATER MAIN PLAN ares | oak SPINAL REHABILITATION. CLINIC i 3817 TALBOT ROAD VICINITY RENTON, WA. 98055 (387 /0- /- 2/cv-036-86 CA) 0350 Bb SS EIBEZALAS = SHINGLE Ke EXISTING KAL DF ROE FILED IN (/ PRAMED WALL, NEW 296? pook 4 4°2° WINDDW . alkene EAPING To MATCH Exit NG 17-o* prot . Si ik 8 tS 4 AE ae NO. LITDIm™ RTO EY j es" Pea Be ! ! i tise Pet ite ery cage <= il, bil i | | vg AS TiLT-u? or. es ‘ wer | | [2ba® | ae Hy Hee / | a 4 ten Hun preieee pda | i ! H j { { \ area) iil i | ie | | aiheeeae, BAH iL. Se a) ae es x Bir eee se Ae yaa 8 ae? om ae 4 biliiititi y Ze Ce ay a sth { ‘4 I 1 4 os ; ‘ : : = : eee a : it ie Merete Oe NORTH ELEVATION *}. GIS! - | Yate|-o" Cfo al SHINGLE. —— : XY i i Set mT HT oe aia EXIFING WINDWS REAACED | e | be a ee 7d rn * Z : TTA ae 4 eee ea ee er | SOUTH ELEVATION . Ylell-o" aaa — SHINGLE ae ene a ws Is art cna oe oe ZIANG Rica m RRR tS sss ret L ioeaage a WA . = aM é Ga rr Late ae 16 taal 6 ue Get LT iT ee Ty Copa ae me uamiTit Hin “TTT I Hil bay Bait i. Hay Bis big ce Hi beh | / eae ve as? 7 ; os5 <TH Wop ob 9 Ay | | ‘ae re Ltn PAINTED i) Hi i oe fh \\ Tae Ng | TY. Ailes | : ate - Bale ht Wil 2 he SN Sc WE \ Pe Te oe EL SE OS roe oe gee eee PRL ee ee ee ee: ug ae ‘ee ff a OSE ie ec SIPING 2 ree ma 4 atease eS ace ot PAINTED TYP. 2 ae ote oa te a ape ELEVATION aes ELEVATION snatch AN 2 jt ow 4! =|-o" aa -O 3G SG ZAmLoN ah — | SIEFFES. DESIGN- BUILD, INC. AZ| FIST AVES. FEAFTLE, WA. AP\|& Joe NUM mex. : POSE Tipe NORTH AIET SANAL ZEHAY L|—- TATION EXPANSION ELEVATIONS —= EXHIBIF ? ITEM NO. FIELD CARPORT CONVERTED 1 OFFICES EXISTING ASPHALT PAVING CC pwsping Boor leseres PRSIGN- IBLILP, INC. ALD| Bier Aes: SEATTLE, WA. ADI IS JOR NUMBER wt YERNCAL SIAING |x PAIMTED JO MAtcH Ext. ieeede= Ware = | ; f/ Hi pS Aa Ta | Ee : — — MATCH Exiing — efit aera ATO Led PRALIN BY JIM | CATE 4-2 -£6 22-4" Exist TARNAL EAST ELEVATION ExlTiING CUNIC CARPORT Ing,” GUN i fai aes ail NORTH ELEVATION Vieeeid:”: ChRORT | oH WD OFFICES Es. NG %& F &-—H—— YAlleiLp" GITE PLAN SHOWS EXTING TKERS AND GROUND cover. , No ALTERATION |I¢ PLANNED Except WHHIN THE SHEP BORER on, a rails (ec ee CHECKED Of FEVIAOMS ‘ Leap DEECRIPTION a «WOeSIGN- THAT PORTION OF tHe NDRINEeT GLACIER OF THE NORTHEAST QUARTER OF BU Lt, AEA\t+ Bl, DWNHI7 22 NORTH, PANGE © EAT, WLM,, AND oF THE IN. ZOHWNEAT QUARTER. OF THE <OuTHEAeT aquacTEe. oF <€cTiod so, DWN- . cui? 22 Noe, cue 5 eT, WLM. IN KINY COUNTY, WAoHING TON, 400\ FST PVE S. DECRIRED NS Folin: SETHE WA. ' ' \ NE j Zeqiwding AT A NT cH THE Norley UNE oF voT's' oF VALLEY Bis AENEZAL HOOPITAL - De. RAIN HORT MAT, XCORDING (2 PAT THEREOF (2ole) "723 -CALO KeCORDED IN tok SS coe SURVEYS, pe Ze, UNDER AUIPeS FILE : NO. T8IZIA40I® IN KING COUNTY, WAeHING DN , FROM WHICH PINT THE JOB NUMBER NOAUWEST ORNEZ. oF ZAD Loy 'B' REARS N 21” 22! 08'W, A DIoTANCE Oe G4 eer; THetee NAA? 02' 08" W AONG AND NORTHERLY UNE CE LOT. '6", AND. THe We ETERLY EXTENe ION -Heeeor, A DISTANCE OF DREAMIN BY \20.00 err | THENCE N OO’ So'ez"E , A DETANCE OF 109,00 FEET; JM : eWLyY wep «= THEN Oa? Bl ob" W, A PT AnCE OF 4.00 FEET ; THENCE N00" 3 eos me Poder 46' gL‘E , A VSTANCE CH 180.24 FEET 16 THE HORTHERLY LINE- VATE giaeecagh Of wy 'C' OF ZAID SHORT ATs Thence 3 2°44’ atte NONG |] 4-2g-3, Ce F- 4A\0 NoeteetyY Une oF tof 'c!, A VISTANCE OF |4l.64 FEET. sates vie . ae THe NoeesqEcly coenee oF EAD WTC 7 THENCE oo 6o'E2" kl |CHELKED py PXISTING MEDICAL OpFIcE /-* am tey 3 ANG THE WeeTeZy UNe oF WT 'A' ef ND sHoRT RAT AND ole bi aoe de ner te THE <OUTHERLY EXTENSION HEREOF, A DisTANcE CF 225. 6 FEET ) © THE PANT GF EAINN ING. ZEVISIONES - ZITUATE In THe TY OF FEMTION , COUNTY OF KING, OATE OF | KI AZHM INGTON . | CONTANNING 41,219 <a FO = 294485 ARES. i ZONING: FI SR COCO WAINCT GRO | B-Z pup #-| ; , =e TRE OCF coNsTeucTION : V-N : ie : ik ALUPNEY ADS + OFFIEE Spices: A (es) AMC ROM : do REIDENEE : 1. Pease Te : . gd VALUBTION 4 @,@0 | , , EXISTING weet) Sake 2 VEG LOADS FLOOR. 40 PA, EQOF BaF ONOWt OU DEAY | ININD (7 = 27 ¢se. NORTHWEST! (| PROpP>ED_ MEDICAL 5 SEIZMIC. ZONE: 3 SPINAL PS ; > 2B REHAB LI- | | TATION \ EXPANSION : tANZ ne | |] Az) Ae] | I] ZoAD se. : Jo ZENTON , KK - HOTE eENTRE +ACRING | q#069 AZEA tH FE-OTRIPED ee : CONCRETE cuncee 0 ea bes ! BE IN@TALLED oN i | MEDC AREA - |MMEDIATELY Ps ’ CRITE. beer oF oor. MESS ot 8 A, ADO SABE BLOG. RIVE. a rh ri Se oe Pe prensa me ae a b FEN Pon kA RD EXISTING sTeicTuUze f easiest PROPOSED MEP ICAL OFFICE , : PWN 4: KEHABILITATION TRAINING Atte PE. | FOKAGE , ANP | LESIDEN CE . PIAL OFT. (7 ‘9 | Pe L + oe a Fate — #ND.o! N34? a3! 0B" W. sig EP ten gees - PLAN ‘TEM 1 HO. Ce -OBE SC eg LEGA DRC m | | DEAIGN- THAT PORTION OF tHe DRIEST QUARTER OF THE NbzTHEney QUARTER OF BUILD AAO Al PWNHII7 22 NORTH, PANGE & EdeT, WOM., AND OF THE INC f ZOUT HWEAT QUARTER. OF THE SOUTHEAST quAcTER. oF 4ECTION #o, PWN- Oe CHI? 22 Moe, RANae 5 eset, LLM. IN KING COUNTY, WASHINGTON, © 400\ Sgt ANE S. DECRIZED pS FolLOWs: 2 SEATTLE WA. ReqitNiIngG AT A ANT cN THe Noemercy Liné& oF vworTr'sB' oF VAWEY hindi GENEZAL HOUPITAL - D2. RAIN HORT HAT, NCORDING (1 PAT THEREOF (2ole) "723-420 RECORDED IN tok 6 oF SURVEYS, myE Ze, UNDER AUDI FILE 3 NO, T6IZI4A40I® IN KING COUNTY, WAeHINGION , FROM Wich INT THE JOB NUMBER NORTHWEST @RNER. oF ZND Lo 'B' BEARS N 21° 02' 08"W, A DIeqANCE oe N64 Peep; THENCE N21? 02' 08" W ALONG GND NORTHERLY UNE CK UT '@' pNp tHe Weeteely BCENSION ‘HeZEor, A DISTANCE oF DREAMIN BY \20.00 FEET s THENCE N ’ae'ez'E , A DETANCE OF 109.00 FEET; JM THEME WN BA? oB! O8"W, A DETANCE OF G4.0€0 FEET ; THENCE Nv’ 26' G2"E , A WSTANCE. CR 120.24 FEET 16 THE HOR THERLY LINE- PATE. OF wT 'C' OF ZAID sHoRT PATs THetce = 2° 44' OH" E NONG A -2$-36 ZMD NoRTHERLY Lise OF lof 'c', A DIstANCE Oo |4\1.64 FEE, 7 = THE NORM EAERL, Cor Ee OF Ship UT 'C 5 THEN 5 7? @'S2"hW IICHEZKED py ANG THe Nespeeey UNe oF LT 'A' oF CAND SHoeT RAT AND THE = <OUTHERLY eqENSION 4HEREOF , A DISTANCE CH E28. 06 FEET EXISTING MEDICAL oppice /:* ANP? REVABRILITATION ee CLINIC PB THE PANT OF PEGINNING. REVISIONS - 2ITUATE IH The CHY OF FENTON , OONTY & HANG, SATE oO WAZA INGTON . CONTNNING 41,219 <a@ Po = 2-9489 ARES. ZONING : a OCORNCT Gk O-Z pup B-l TIPE OCF CONsTeucTION ; V-N DEC UPA LY wae OFFICE GALES; 4. (ge) AR EOOM ZO CEFIDENLE : 4. Peosey THLE ey EXIZLING wept >] [ (| FROPPoED MEpI@L | a / _ OFF IZE. PA VALUATION :# @,200 eee ps Site (FLOOR. AO PA , LQOF C5 pe ONO? IL? DEFY , ININD (7 = Z1 pe NORTHWEST PEIZMIC ZONE: F PINAL REHABILI- TATION EXPANSION ZAL| TALE] ZOAD 30. | NOTE. énmReE preg —.. | AZEA > te E-STRIPED La oe CONCRETE cures ONNER - | BE INSTALLER ON : bury AREA. - at aa ) ae age WEL Pek OF Kos ' MCESS 4) $8. ae eg a Ks | a pee Somme Gaal Cen, era Pa eS RENTON KA | es EXISTING STRUCTURE 222-2450 PLOVOSED MEDICAL OFFICE, PZAWING 1 Te ZI\TE FAN REHABILITATION TRAINING AE. | FORAGE , ANP ZES|DEH Ce . RIAL SOFT 1'7@ 2 CITY Of | Sek : Vf die th te TW feat a ID,o' NBA? 232! 06"W. SITE #LAN ff ity: ane | N KEMAEALITATION CLINIC CARPORT COMIVERTED TO OFFICES , EXISTING | ASPHALT FAVING 8 RESIDENCE. PACE TRAINING | STORAGE. ‘ SITE. LAN _ Z20'-O* |ALILP, > VERTICAL SIAING |xB PAINTED TO MATCH Exief. Seer OE yee ager meee ee = ieee are eee RC Pn ee ee He Ss ee es eee ee et ae , yf FARNAL EAST ELEVATION OF =EXeTING CUNIc cagrerert COMIVERSION TO OFFICES Ta ola" —— FARTIAL NORTH ELEVATION OF EXIETIHG CLINIC CARPORT COHMVERS|0OM TO OFFIces VAN e| Le LANDSCAANG NOTE: ITE PAN SHOWS EXETING TkEeS slo GeouND cover. NO ALTERATION I PLANNED ExcepT WITHIN THE SHAVED Bogrez. |\Proecr tHe CIT ae 6 ne aN faye < ae tt STERFES || LRSGN- INC. 40D Si6T AVES te SEATTLE, WA. ABIL JO NUMBER. PRAWN BY JIM Te A-2¢ -B6 CHECKED Bf FEVIGOMs NORTHWEST FEHABILI- e. TATION | EXPANSION epANAL | of , cus | : ce aon | aA. | SFFES It x | DESIGN- BUILD, INC. | 420| FIT AVE.S, AP\|S Joe NUM PEF. en Annee EXITING KOL-UP ROK DRAWN BY oe IN A/ PRAMED WALL, VY NEW 296? poOk 4 4°27? JM | WIND _ ExTEeIE PING TO MATCH vsTe- a tied (tae 4-28-Bb | Seta Toe 493° | Zee” ‘sy Tigre war AP ae i A’e? yl / : eae eee ra re Se or ge ee NORTH #LEVATION : G\'-3" — : YaNe| Lpil FIRERG es SHINGLE aie WDPVBLE GLAZED UNIe nen? il pos EXISTING ers FEPACEL Wik | on | lee | i | | | TYP. / NORTHWEST SPINAL | i meres td | ; ne anaes ; eo ae a | *: UC Me A PR a TATIO N : EPL GO NOT, 2c ONT ie wie atch ELE ES GE BS eB Vaisala Seda rs ass Ge 3.3 ates EXPANSION SOUTH ELEVATION 4" =|'-o" 4 er ee Soe ert CRA: | oe ih ON | af Bigs: SHINGLE ee ee ae ee ; | pert ee - SING : ry eee eee : i | re % / ‘ay ae BAP + ae ptt . x ety phcaved Bees : Sia Ne : a , 4 7 Same ears ae By lice ia paper eae PERWING TLE bi ly) pidd ye pyefql . : ¢ , Lat ie beyqint ; fe HT Be 2 Bee Cd A IONS | Leet a 40 oe Ae f oO ! Hiege f 7 Hl ELEN | 6 | ~ ; ae ty 7 f / iy Hy i ? / itt Hi | é 4 : : r ! ! ; ’ i | < } i7-o! . = ee 11) AYWoOD ——~ [’ nied vail PAINTED a e po? y \y pA Y | TYP. / / j tt: Pie Khe tea ea ili He a eae Lats RR MAN AS Sac et CEVPAR PEVYEL -—-—1_ eee ¥ ei i | ks he Tita 7 betes ae ae SIDING aie i 5 yes oy eu Geek ce - bs Lia area pica Bo PL RE REMUS LSE iid MORIN eee ate ECE So a | TAINTED TYP. SSR ER ae POE: oe Ea Oe : ies SGT i PON may eon oan te BAST ELEVATION Wee, ELEVATION VAN eit on ae =|-o"