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HomeMy WebLinkAboutLUA85-077 - Large Format \2.0.01 “~U ¢ ; a ) | 43° 0 x 8270 Oo : 4 ROPOSED | | g PARKING AR : | mam .. 6 CHAIN ze) “LINK PENCE . | oa >| : : a e . S| | : a | : be 1GHt (-) , ey | ph Poets ¢ & \ a a | a ui 3 “eo ‘i x | CY | a z Ze ie eon o2 E a — e | TALBOT ROAD SOUTH re! a on a a Seat a: "i = ao % pi, i a a é on and jj az © ixé ee ae (unas LAND SCAPE.~ NOISE ¢ SOUND oe E@oLoqy at F a <r F Brocks ‘ : | = - 2 . a: Z 92 5'CHAIN | a? < os ms LUNK FENCE : Son o wo. PARKING AREA Ee ~-io2 4 Rei : : 7 «rd bul STII eye oD | M = _ mais Perna a—_e od > cf m “Sapte TALBof ROAD oow 4 a Ne a8 EXISTING ii — - eve 2 UTILITY POLE L] U : x EDGE OF EAISTG oe PAV E MENT pe - ¥ 2 ond Cs) Sa QO uu > = a z 2 . SIAIE HIGH WAY * /67 bi ; 3] SITE PLAN ~ pe «Hea 2 > Zz & 2 oh ee J we x SCALE 122050 3 f re = Ww 7 Z 2 | © o = S EXISTING ZONING - G-}S OCdvPR CY i pe é _. __CITY OF RENTON wn < YEG if WET) WU sep 9 1985 BUILDING/ZONING DEPT EXHIBIT NO.__=2 , ITEM NO. _2Y-077. 757% (D-077- 85 GRAVEL. DRIVE WAY iy’ x S | ECoLogy Brocks EDGE OF EXISTG ( PAVEMENT Vio. Oh % bd « fe? S@sesesge sd oe eee ss 3 § 8 ‘ . 430 x 82/0" iS Ge » FA & . A ae PROPOSED | 588 8 PARKING AREA ; : s & @ “LIN PENCE? 1 + ! 8 c S S : | & | ® © } | : SIGH g SOUND SCREENING ee r | ‘ é [15.b'x Py ! lpkweway i TALBOT ROAD SOUTH Li { | ‘ LAND SCAPE.~ NOISE ¢ SOUND EXISTIN S UTILITY POLE TALBof ROAD GRAVEL DRIVE WAY became’ fe See Tr 2eT ROAD SOutTt QRAVEL DRIVEWAY SITE PLAN SCALE EXISTING ZONING - G-} SSE Se Bee eeliaiel STATE HIGH WAY * 167 j 22040" OtdvPRUCY - ES oe SEP 9 1985 BUILDING/ZONING DEPT. a Ss : ag a ws e€ hae a a wd ana a. ~, 2 23.| QO sun “Y £05 ax “52 De a =f. a >a and was x2 > «rd Quark 2emrnoét Pr coo wl] rw Zgvre a - > 2 ev 3 4 QO x Sa Oo J = ws - a Fy < GI Bare —————r 4 3 2 gh we" acetals = -—- -—-- SOVEee _ -ENSTING STA See MAN Fi00e PLAN FoR CODE REN SONS ——— _—< FASTING LIVING 220M 4 — 3 ES eg RE a aes tt oe cnt oe KK ee eae BXISTINe BEeproor BRISTING 244 wALS ON D"CONC, STEM WALL i ae Axon ene enero — BASEMENT PLAN 74" 2\'-oF oo 27 oy ene ep mergenetenent.tn $y (1-0 een etiam ies aimee tT BAS Ne 2" ON & CNG ON ‘UNDERS De OF BAISTING BIO Fmt uoiST FRAM N@& S{STEM TO REMAN ; pte COLU FANCY GE PRATION.. 3 ROW EVSR ANY MISTING OF NEV PENETRAT ON® OF RIGTNEG CZIUNG 4 Siw 66 oT WITH | -—HOUR | — Re CAPER SEE PU 3 C BEAISTNE | ROSE C' Comis IN = 3 \ Noes | + DINEGRHEAD DUCTWORK WILL SE On oo oe tanto tos P 1 C a2sn To ren Pera” BERORe INS TPA ON , METIS <.as cl cence Age tt ' | { ' V, \ | Ee Ae 200 ~ | AYALA ROOF STercT ee | Va" ANB CE UINS BWALS — BAG BT & 16'ES ——-. BRYA SIONS NE HTS. ? ' (ih SHAN ID wicST 14 -G" ) ! = so Ele ac. Ca Soap 4 ae hags 4 LNB cBiL ING Cie A igo" Cae : . 2" FONORKTON WALL ig" ONE ra Fo. 4 CONC, AnD- » % - 7 <UiRe ] EASTIN & TYPICAL ee ee Aree DY a|'04 i z P—TeEIM x4 FRAMED WALL BETWw ne Lap es SUPDETS, § SMaoTH - PAINTED MDO ny. i% seein Soi “STAINES, tenn tiiaitet Ace. INDE a —4Z i mi a tag ge i amps den ili | . KAILING Coe les MTS. ge eH eee RALNe Srl Oe MIN, 40" Hik.. Satie Zee OETAIL ed oe oll an ole qetet Room 2 a ae “y ear ONTO estas ¥ a gon et ith he} iS oe are. Oe a — & CBILINE Pe eae | PiistiNe PARTITIONS ~~ ¢ RTR CPENINGS <—e FLOOR PLAN BALE. lYat=|'! SXIQTINGE WALLS REMOCELED WALLS ses =e ‘ pe sa 5 Ae Phe ge ate DS o-A linn eae eae Teepe Rete receo ek -> att ae ee aor &@ let oc, SPRRTEO On 446 BENMS O : Fibs the "SLOre _! - Bor rae q4e. wf 4, Sion eat —_— a ee » € RA4 IN % Whe St Rp sno OPENINGS wit One SUP Fi gees ae “Place: INSULATED ~ gee Lire CPEEAOLE, ot oes Oe IN = ZONE BKISTINeS RESIDENCE -. USED AS E-@ Occ) FANCY ~ _s RESDENCS FoR OWNER. REMAINING ree IN Breet, Le seenirey SEP 8 1985 a bee * a thes ad 7 WET 2 4; ee bp é bon | 7 ry ‘ naan ee eB SY od Ae eee Ge SITEWORK' GENERAL NOTES: Pens ae L FINOARD SPECIFICATIONS — STANDARD SPECIFICATIONS FOR THS PRODECT SAUL @. TRENCH PACKPIW — NHERE MATERIA SACRVATEO FROM THE “TRaeNcH |S UNSUI TAGS. LO Ne NA ae BE "STANDARD SPECIFICATIONS FOR MUNIC/PAL PUBLIC WORKS CONSTRUCTION "PREPPED FER BACEPILL , THE CONTRACTOR SHALL BACEPILL AS PER. SECTION &1-27.04¢ ANDGI-@& : os BGS ita Bas PY THE WASHINGTON STATE CHAPTER OF ThE AMERICAN PUBLIC WORKS ASSQUAT: ON CF THE STANDAZD SPECIFICATIONS - ae Pane? Oe ity x 44 ay |p CAPWA), 190 BOITION. j ; ie roy ye Peta eeng ges LON. De fig aK 4] , 7. COMPACTION _ — ALL TRENCH BACKFILL , STRUCTURAL FILL, AND EAR THWOEE IN Sikes ; eee ae AS, 1 I A Ny Oop Nae ie Ot | on 2. CONSTRUCTION — Ait CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS AFNEZAL SHALL BB COMPALTED TO @S% OF MAYLMUM DENSITY IN ACCORDANCE PS 120,0\' N cof2A sale ns State ane ea We ee Re OP"TE ZANO2ZD APELIFICKTONS', CITT OF RENTON, AND THESE PLANS, WITH AST - 2-I237, EXCEPT IN PAVED AREAS WHEE AACKFILL SHALL Be Ss : Ser Spee ye Seg ala. a i THE ARCHITECT / ENGINEGR SHALL BPE NOTIFIED F CEeNFLICTS> OCcCUR. COMPACT ED TO Ge oF MAKIMUM DENSITY UP TO ONE FeOoT BeLOy SUBS ROS. R ee Poca, we. Chik : ethic aK : ? THE ONE FOOT BELOW FUR RACE IN PAVED AREAS SHALL SE COMMCTED TO 95% - eS oe fe ay ef Bm, BAISTING DTILITIES — BNSTING OTLITIES |= SHOWN ON THe PLANS HAVE SEEN OP MAAMUM DENSITT IN AcCCOeDANCE WITH AST™M D-|B57. . % “ : 8 PLOTTED FROM THE BEST NFORMATION AVAILABLE TO THE ENG NEE. - a PCCURAOL & COMPLETENESS ARE NOT CURRANTERD, iT SrtA STILL 2 THe 2B. CROSON PROTECTION — APTS TRENCH BACEKFILL PAS DEEN COMPLETED, 7a) = LAT Meh 7 a : : 2 CONTRACTORS RESPONSIBLITY TC LOCATE ANY BAGTING UTILITIES, W/HiCH MaAt MEAS IRES StAL BE TAKEN TO OREVENT SURFACES BROS ON. ON ACES WITH : 4 Sag CONPUCT WITHTHE CONTRACTORS CPERKTION, WHETHER SHONN ON THE COENTE OPES THES MEASURES MAY 8S LIMMED TO MATCHING THE TRENCIt Bo ene sees gee PLANS OF NOT. PACFIl TO BASTING GRADES. N AREAG WITH STeEPER Sores THESE ge pate Ses Bere soa MEAS U2ES MAY 2egQuine THE CLACEMENT OF PLANKS OR LAGS DIAGONAL T 6 Re _—— et 4 ARAOING — ALL CLEARING, ARIPDINE, € S2ADINGE SHALL CONFORM ACROSS THe TRENCH BACCRILL IN A HEREINE BONE PATTERN iN CO@DG= TO | a ZERUIREMENTS OF THESE PLANS AND SEZTIONS i2-1, |2-2, € PREVENT 2TORM RUNOFE CHANNELS =eOM FORMING AONG THE Pipe 2OuUTe. hee : \2-2 OF APWA, ; : Se ure |. oa FA. OPH BASINS — CATCH BASING SHALL BE TPE L FER APW 142), i ‘ . aad We B BEVDDINE — ALL PIPE SHALL BE PLACED ON CLASSE C BEDDING AS SHOWN CPT SPSiNS@ SrA BE BRUPED WITK FRAME AND GRATS AS DETAILED : i ark Ee ON STPNPARD PLAN N*% GE FOR RIGID PIPE AND Pe F' PeppINGa =o PN ETANDARD PLAN! N2 44 OF THE STANDARD SPEZCIMICATIONS C2 : pppoe 2 Ao : Sota FLeAiPre PIPE -AS DETALED IN SECTION GI-@S OF THE STANDARD PPPEONSD BPRLAL- RPRAME 4€ @Z2ATE “TO BE Dice TILE | RON CR CAST STER —— 7 : cali gh ae @ PPECIFICATIONS, RCRER TO DEZTION @I-LO% AND ZOD 72 BEDING MATERK. PER STANDARD SPECIFICATIONS. Sade: : 2 f. A n « Vis es : 2 |. ROCKERY- GENERAL NOTES * a | | Bae | Soe es ee | sg |THE Face OF THE Keer eRy Wael Srace PE INSTALLED Wr S&S THE 20cm SHALL Be HARD, SOUND, DURABLE, FREE CF SEAMS AND CRACKS, _ eae % BS rae EN ‘ ——, - SMoOoTH FACE ‘ AND SUT IN CUBICAE SHAPES.) ROK DENSITY SHOULD BE A MINIMUM OF " + Fics caer acd Bi E lo6> -SS PER CUBIC FRoT, age tl peer a e Leth aa f 2. THE LON@ DIMENSION OF THE ROCK SHALL EXTEND INTO THE BARTH TO ict 3 y PROVIDE MAKMUM STABILITY. 2 @ FILTER ROCK BEHIND THE Roceeerey SxHAU CONSIST OF CRUSHED eee aes Ce ae ; PRNG@ULAR Roce WITH BZ-iINCH MAKIMUM SiZE. FILTER LATER OF MIRAF| en GS, . om Dake B,.THE POCK SGHAL B& PLATED ZO AS TO LOCK INTO TWO eock® [NK IFO-XK OR EQUAL SHOULD BE NO EREATER THAN /°2- INCHES BEHIND aes aco pa bower TIER. : THe BACK PACE CF THE RUCKER. aA oS Eat rie Po } | cea ae Ad: A. CALL FOR INSPECTION PRIOR To BAe couRsE pene PACED ee pe ee os VERIFICATION OF BAKERY HEGHT, FOUNDATION MATEIAL AND eax SIZE). “4 SEN See Pose © INSTALL B"C.0. TO GRADE, ; 40 UL. $53 ! Pe PRL &, Ag nares mi cor | 3] | INPICTIRATION TRENCH “ay Pom. OVER Mi | Se perroexteo PYC PIPE os ay | (2) epee ie oe ap—— et | . > oe SEED ALL a ae “- Siteseo Rex. 8 BC 2 | zt is : ; Pa vi 7 a Ws Zi, LF. PLR gi : . \‘ernbte ngage "PING ASM Bost BS 3 aoe tn iA hs en CE aes } pigion ide Yo OTS Gi OT iin, EN OTC Yee twee io ie ee eke X , ‘7A — _ un y a ae Ee fits maf re . Hie \ “AI ‘e ig ean - Rata he Netine bg py TRENCH UNTIL PAVING — CONIPLETE AND : PISTUROANCS - ie @2 8 GOOSHbD 5* QP IDOnDSe me) ALL UPSTROM LINE, PAZEING €cB ARE CLEANED, CEN DINOONT. O " \ we @ i iO | on ae “A BHSTING LAWN, g uy @) # PLANTING> | | AB er rz ae ~! APWA TEL cea! oe TOP seiL - |, SG MLE Es, wen 2 DYenecsd LAIREL! Asante? SAC, | | FABRIC i4 OK ny. ve ie TO Df SIGHTE OND GREEN / ie win penn a . 1 - GAs sed ABNTIN AZ AANTS., AO’ WNC MBOW | “ x. Se ; pe OWNER GeO). PETITION — HEA ; ] ee ; ae (= = | Pan ner iF AS tence iB ooh ht O'b PNC FIPE \ CLEAN, WAHHED i Lit le ‘D . REDWOQID AAKT> INSTALLED . 0 ~ | PRAIN RacK “7 =. IN BISTING SAW LINIC FENCE ni ee! |: i" C7 cae oo ttn V j : FP) aie sae F2 \ a Ne : : 4 Wate tee | -o a ‘2 it RERRC RA? — a: Bee. Bes te yi a Soa fie Pipa LAID FAT fi™ tices eat yt “P aM Wee BAe eye Ie Te a EAN. HO Ay = aE TS tS eioiyeg 2 ent oS $e ie: pores Kc ine LAAN, x OS Stes Pn og: TO REMAN. } x : | BIminwion, | eT ae } ea, 8 CAPAOITYT OF Te NCH ( 20% YoIDS) eae . ; | 4O LE x 4PTX DET RLS = 44 OULPT. F Wy : ae 3 ‘ , ae oe ( : CATCH BASIN DETAIL 2 INFILTRATION TRENCH DETAIL BASTING J ct | b ' | Nhe, PEALE + /2' =!'-O" efi !— -- eR : | ' LANT INGam ~~ i } DY fh ; | a 12 arty EXISTING f i ' Se ie i } z DPOREEN FENCE [- ” ho: I ~| ALOone N a@Tr Z a PROVE TY ule i Ey and. wc tiies CONC. NHEELETOP ov - LOM ENCED = APPLE Rice EXTRUDED conc. s ABPAE TO . CURE( BCC) ELEVATION ——~ ~~ a | MA NTAIN Ey \. BNSTING S ; £7~\ AANTINGS ‘ ‘ LOC) | HES Anes 0 on RR Ales STON, Be si NN il! MOCIFIeD Anes B@ | os ASPHALT PAVEMENT Lanoscepe fi! Comencteo ect oF me PED coe ; WE Minus CRISHED Rock @'PRELAST ~~~ Qn! ComPACTEO DeeTy OF y A" MINUS CRUGHED Hoek Tal BOCT 2OrO souTH Teal em Nese Bre die 5 os. ees grass Stk, - — ete ae Ne eet ey ee COM PACTED oe) PFeHDe LANDSCAPE FLAN »/ EXISTING PLANTINGS Z FAVING 4 OURS DETAIL epee *|"24ZO-O* Stree! Bal oO" 7 Re wich tats a i i ae hk OR aS ha el “ Ne RO ORAL ERS ee MR RT SE eee ee a Ope Oe OE os Sem), OE ia Eales aenlbe ee teS Lietrtiec i dill cell ce eke pth gi Sees ST oe a eS ee vee GRADING PAVING, 4 DETENTION : SITE PLAN CARLE: "390" shaene BENCH MARK + : SAI TARY SEWER DES ON | CONTEASTO}M - QABIEGZT TO AN DPE gTE MPROVEMENTS AzS SOWN, BUT APPLEACTION Foe DEFERRAL On MPROVEMENTS N-PROCESS BT OWNER SHISTINE ZONING —- @-l Lae TOP CENTS BOLT OF FIRS HIPRANTE S&S ZiD> pe ete Soe ; AT VALLEY VISTA CONVALESCEN DSSUMEO FLEYATION* |00,@'_ T cenTes st INSTALLATION BY OWNERS 3 = RNA OF APECADS SONEX OST, © CCOURNCY - =O , ee ee ee ee < * ra al gee | < < “ nf Ss ~. ey Essa, Wiha alles en yae ae tS ila 25 cis PE Rr ey eae soe ee ee ep eee ee BT erty OF AVAL ie ) A-1 | 4 ee % ES ee a, # : m : Rte 20 pa teiewtonei WA & Ser 2 7, eee oo. canes VA as igs = ee aa my . : : 2 Be “e a i =e : ee EAS 2 Ze] lo, xl 1A. @ : fe os Oy 1OD | Od |\oe Bere L LIMnS oF ee gee 4 oe ae ih aes > GZ PROFILE I"-40'H, |"s0'. Lass 3 ANSTALE 10!'x10!«!' peep 4''C-) pracy bao 0 f PERT SPALL BLANKET FoR - eS pds ; . REPAR/ SEPLACE LIMITS OF / eresioN PEOTEDTION ee a. : 5 DAMAGED SECTIONS OF OFPAITE WoRK AREA Inet a yee 8 es Pe NEMENT SS CRED veRIPY Dred “VERT Pron to NSPUATIOND : : Bee as ae : PROVIDE: 210 LF the" 3 ee TAL BO | RO. ace 1 | ie sities g nN INSTALL CB INLET, PER CITT OP RENTON STANDARQS rie ap ae 1 ‘s r LO [RIM LOC MEP VeRIFYD INV. =1OR. 35 ies cee ae ae Beer = aie : eae RS Naam cee : aE et ee ah < (een é ~~ An". Ele lg ne abs. - py 7 i) Oo AS oe a oo a4 ee te ne i" Es fe nl daa sc PERO RES od Fab Go; ogee Us n z = os a 2 a % ' ee grate bet. 2 102 \\ 101 108 Oe 105 is: , a 2 : eit k € S 201 oe \ ae ? Se - “i 7 a : ' =: et. Reese Lae, = ; : sh PFS, ce ti I ae a LGa waa +4 } - ne op 2 ee oe arena sce ai | eae O Rae eee TTT oc —T Poet Eman ee) I | eae On | — = ~ {OO eer te oO see ; i - am a ss Zi a ca 7 as | ry se | EX STING | ern 1 3 ; n = a Ld ie ay re at, epee sie ho | os HORAN T ie : \ Dane by \ i es ry) Seant a ete ease , : j ; 3 cheats : | oie aa ene) SN : 4) PAY & MENT \ pee ui CAT PyYC PIPE - foe : Pe dete Te , = ey Chay, i eee ar - ” lis ; . 3 F . x Mee * : 3 etn gary toy DRANT ASSEMOELY STA. ous aeve 4 * : iy \ so! hema Ie Beier) PAVEMENT evs Spe Me : PROVIDE: Oo Lee Di. Pre 3 as; eset ae ‘ Pe Coes Fag ve Built) 0 1Z0,0' ae A STA. lOle+25 24 RT. fh es 3 euciy finde ee BO sf “AS N___ (New) Sa. 102+ FB, 23.6 eT 1- HYDRANT ASSEmeaUy ne oe : at Led bd | 2 | NN HYORANT Ascemely Ba POS C PUT) gk ae oe cE vrLPes ' - “a : ; i ae: 4 . E ‘“ CANDY LAND, ALSO i, Set ast ie vin i oe PAY- CARE eiTe. | ee cegeeouye apie ~ Nagle OL etapa ‘ Se ae ‘ et TA ee : WARNING) — f aad Pe a ee CONTRACTOR TO VERIF ioe pie? Vid eas a LOCATION OF EXIST. UTI eS : Sok Sik A 1 ‘ aS ise es = Ce w j bh oe eta cs ! FY rf fies. wh ; . 8) an [ 2 : Py = - z 4 a BhieTNe a ai cee ee Bee acl PYEMENT Pa Ie he eee Ge / TAPER EPMA = ENSTINe : es res WE eae bes ‘ ae 2 oan Ae x 4 nyhoe p - a aa “ 5 opt “ 35" a fi ae “at work: Measrtals ‘stall be ‘ta clocuaacd with the standards and spectfica- . uate Beno Miner? © Eee aire Department and the latest edition of the! ; a ee Fe ae 4 i a ONS. ies a ee ma 3 Soy fae PSE © a . ft = hom: uae TOP CANTER BLT OF FIRE HIDRANT RS oak PES RS is yah ee | CS, Md+n. AT VALLEY vieTX Fs - go. ahh eon cet er oes en ie ee Z - ome oN-siTs sense oon CONALESCENT CENTER : j ~~"; avold damage or disturbance. ie a eS oh ae Lx 13 2 s s svesT &-| *SBUMEP ELEVATION 2 | 00.00 7 1 All water main pipe to be cement Vined ductile’ ee fe be . 1-3 Spec's A-21-51-1976 or latest revision, eon Oa Se ; , , nig lining and seal coating. shal} conform te ANS! pu hee or latest revisio red hes re 4] Ore -PITE FLAN . ea F " Pipe Joints to be push-on or mechanical Joint. _ Bedding mois § Class ¢. ee we Be Zia: |'szorp! ‘ eS 4. an fittings to’ be cast tree cement lined, Class 250, waleis. otherwise oe eee AN | : eee specifies on drawing conforming to ANSI A-21- 10-1977, ANSI A-21-11-1977 i wee | MD een At Gt ot ee eka Pine fin | Y ; ui iS " fg eo a 5 + g a ‘ - ae ¢ Gh WS) pcont iguration, unless otherwise rspecitied on. cates + ° P St 13 Pate ies 5 te eas iM «ee a yy 8 , , \ et ont fot, ae main 10 tnches ind sua} tay to maintais i‘s vin} wer of 36. bai 3 7 20! NEST SIDE - TAROT ROAD SOUTH ti .°. finches below finish grade. ATl water a 12 ta and Terger shall be et, ‘ be a minimum of 48 inches below finish grade. Where utility conflicts occer, , Pata joe! ‘eh 4 NEW, 5 cage eaame ene 5b.O ! fr Z.> , E P 5 water mains are to be lowered to clear.” ies oe Cae et ao: gh ss - Paes it 25 2 . - SES a : eG EE es oS Re ee Se Ss e% oe ’ ; 7. 6. All water mains shall be pressure tested and disinfected _ accordsnce vith eee ort EXISTING PAVEMENT J Zz Fete rer E Kar ie sos Ms a eld Soom ete of shel ber done tn te pret snd Healthy a :: comcarTy macaves obs a re a PLAN #1 , 1 =). Sentative of the City of Renton, Bye Seid Ae ee ot a sare! ee gic Ma mm . " ' | ee j : me eee verte edie 5 Lata Sark c4 ge Peet ai gee ee ee j gow ; L' Circ 'S : hoe A pradiatuction conference ahd baat of hour tt y wt Tt be red Ne 4 7 ! 2% POPHALT CONG the j , :_ Prior to starting ner construction. a by et . require Sagi 18 b jt ( ‘i. ’ nisi t < ; 2 a Ke? Lee oe t thi Z Lever ten see j sree OC ete OO ER Be Ranwurveuas & E ee aW at Pane (i, Sree eae ace ie : 6B $' contr tor' ity i W/S2 WISRY roy - <s SR ESB RRR ay am @ a v = . 5° : prior te starting Garo eri) y : a “ ere ‘ W y 7 A es > r e % = 4 3 A & ae \ VRIES ISLS U, TUS SICH Ws Sy) t 9.- inn oo “@ theory stops, watie services, lines and meters 1 to be | aa \ Ce : : accomplis y the City of Renton. .. Foo Poe y’ cre ae \ Sawncyt Ease To Av. BEE TAS ERED go ees ad s eg Bek: ze - NW Bree ( 2l6i-) CRIEHED. 4.30. AV) Mtge tb eiisting’aatas to be accomplished by the City of Sino PRN MA PINT. Re: é SUTTES Fer KocK- oa COM PASTED ae — i All necessary excavation and materials to be apo) ies by the contractor and: PRAWA AND”, FLAN ¥] - i be on-site prior to City notification. Rud ty : “4 cee! ee iy Tre 's! / : 14, Inspection will be accomplished by a veoresentatlis oy. the City of haiten } it shal) be the contractor's responsibility to notify the Paes Departament : _ .) FIRE HYDRANT LOCATION IN FYPicAL PAVEMENT 4 SIDEWALK SECTION , eae te sce of, DACkENENIng aT) constructions He Sacre Gel EY. s CUT OR FILGS, 7 ‘12. Contractor to provide plugs and t blow-off sexblt for testi a. : ‘ NOT 7 BSt&éA.-E eR ge and bagi: 4 Seeeht ance ecite cS datecale fe bites for oi be Pars 5 $ ‘ 4 i: oe Jee “i a 8s ae eh a, op As WATER. STANDARD ‘DETAIL nos, Si ga ee es , epoT NS a | ITH “7 é 4 : ; San OSes f 5 ; oy cae : bi 4 as oe 4 a sri i : AB ae Cobia Pde f 4 TER ore : >. CITY OF RENTON ©. A ex ; is ge +e oe oe a a ae ve F Ree aa! a mor To scaLs DEPARTMENT OF PUBLIC | wo} ST tu we Nick be L ia! PRISTINE PWENENT } ll NEW RAVEN eNT bi an B.0 0.6 iH : ase Se sees Fs 3 f al Sep. ne 1995 5 ee tS eat: 20D | ie Paper end uA fe eh oe a Re ee RS Be aeaoe ae ee . ) PS « ar Bees 3 ie te OEM AOD Be uiee FOR stg oo, : ee alt LAND Also! / & DAY-CARE SACILITT ron of I x Y Ke) E, i EN 7 ON. ; | Zot NSAT Epes oe 2D. On.%, RORSRT SE ONOCEMP: CLATTON DEPARTMENT “oF PUBLIC WORKS: 2e/o Nene waco h"t AAOT TA BoT FOND SOUTH aed =e == Bit Geet en : Co ES he OS er ee SN eee CANDY LAND DAYCARE ¢ OFF STE MRE hs a ae : . To ae Sie Dieta : re nezo<)'Y SPRINGBROOK, SPRINGS — > ee t a i ap eae - ; TRANSMISSION MAIN : a a Ee ’ 9 fr ae Saceese* f Mt bs bd . 2 aa = ld 2A FER CONST. NOTES, *-“Onat rnc | DESIGNED ‘DATE. S-2!-84 FILEN ND! $i BES, , Seeee-e* Sh i { ORAWN_—€N | s f = - 0 2 S=TIOVN rT PRIVEYWAY F SS DO eaWV/A Li : eg ADFED NORKARBA CLARIF CATION | ery T oto CHECKED aN scace—i*= 40 rial 00K ____PAGE ae Nea To Le 2 REVSEO GRADNG 2 Ape (are am trran} — i orn: z : ie ; ‘ NO. REVISION BY jAPPR | DATE . | APPROVED e sneer_2_or_ Le en SUPERIOR REPROGRAPHICS Ky ‘ ; : ee SO St 4 s : a a ; <i > . Jd Rey ‘3 8) Ge ; eit? ¢ : cae IWO RK AREA THIS AREA ONLY Bye es aie Ne PROVIDE: a L-F. le a : ete geo ar + “6 PIPe 7 &. s ¢ -* C a | | eae . e = | 7 ber. sg ie © : wera L= pe i" ee be 9 <= > — 2 my eee ; . 100 as 1o1 : . Oa -* i ee gt I 21 sas e 7 20 : \ : ————= - . * 3 5 Ze a hk ns ti : L =< a ‘! c : 1 ssa 1 | ! — z) 0 al | Or | , ? ¥ Enisrne “ ‘4 enn d “f by oe L STA. 100+14 17 ‘RT | | M . * Fa : ¢ oti 2 Chr Seen en emda \- tle" BFNY 5 ) 4 : d (2 B' PVC PIPE seein F Pot iat ia, ee i : ae ed ey AS 8 toi" D.I. ene as fm ; q ‘ - ee : | EXISTNG IG’ WATERMAN ase > . PROVIDE! SAO LA Lou PPE : : ; Ae ek : ais 1- Le DRANIT AOSEMBLY STA. 100418 Ab‘R t : . E : errs & 3 AN PT Spe a : es oe Exe a 5 ge 5 Ky Ms , (NEW) STA. 102-93, 28.6 RT 1- HYDRANT ASSEMBLY Ce ee ee PE SY ie ooh te A a re ty ee ee ee 7 x : * I2xB 2,1, TAPPING TES CPL) Res aS = Mra X GS ia ries i es -E" TAPP INgs ZATS VALVEL ML x ms) 3 gis 3s * ee IRE YYDEANT ASSemieu/ CMU CONNBZT : tg ae ah ted a eae anes “as poets TO West ) 2.5' RFT OF © ey ‘ Hts AYPRANT 3'3, OF BOGE OF DRiN€, RIS ot ae ee ae : Mt higt « a 7 3 WARNINIG o 3s met IubeudG CONTRACTOR TO Ver se pe SELON SN ae CAT on) OF EXIST. UT t the bbe Pagano ee . ck oe i 3 ‘ ¥ ; , ' ‘ “ , , are 4 wg > By ‘ ¥ : a4 —v - : ~ " : : 4 7 = Ee . J < 7 ig ‘ : _ rf ‘ ber 7 cs ’ : { 4 ‘s : = .. - ‘ 7 f : a ’ Res See : oe a oe a er. Re , pate ay a “Rita “ ; « . 3 ph é : > he . te ant “ste, aye so sg oe be gee lined ductile iros ttt Sip halo te : 5 : teh pti’, Spec's. or tatest revision,’ yh eae Parte ‘1 Coment mortar, : 4 fe ein Ar} sa Seatiog shat} conform to ANS] bgp pd latest, revision. , : : oe i. ripe J nieey we De bathe bore Hed Jotat_* Boa on Sea, SS. Be. Clase, fk gt . ‘ ; t of ah: fittings ‘to be cést”iton, ‘cement'=Iined: Chad 200. enless Bibersise ‘ $e" a my Neer - = Specified on ‘drawing conferming to ANSI Spec. A\2t-10-1972, ANS! A-21-11-197%:5 | ‘ : - : ; =* 5» oF latest, revision. Al} fitting . ‘to be mechanical. joint or flanged. “34 : 4 ~ pe: ome a ints shell. be drilled sccerdente tte J 1 8-16.) all be® , : ‘ ‘ I rahe 125 - iD eetionration,: wiles: ‘otherwise. specified x rawings: fest | ' ye : af . oe ‘ Ste cy oe nee ta ay ie hae : ee Se ae $a ‘water'main 10 laches “ind eval lar to manta @ mininoe cover. ee: eas = foe s“a-mintmun of 4B inches below othe Les here uEILIty conflicts cour, fF 4: FOR APPROVAL: [: Be oe hi ns Meet ee dea reg t tee Oe otis Shee) Shia Pers : Ba tginfected "ta a 3 By oh és 3m the Spc easton Gf the cry of Renton and the Washington State Heelth ® |; ary 6/2/84 ry bo ES a < feearteane Al] pressure testing. stall be done. in the Va spares of 3 n ‘ . A f ‘ hey ’ t oP: 2 eee at’ the zeit "chi Neier yee eis wf oe nt i Na ; ane Fae | iprecdas treatin th fiscice and pt “four hour’ notfee ait be Oe ooh ee ee Fe RECOMMENDED fb : prior to starting neu construction,” asf ie FER BPE sy Set pea 2 : k ME * ¥% $2.4 & fasts ves Pe Ph tad Sarthe ‘ Fo FOR APPROVAL Bent “8.” At shay be the Cease tet'g: “responsiiofi ty to secon an pecestary, pet@ts att aye 74) aie “i * prior to, Nhcie 5 construction. ° ee Sek ‘ Vache “t 5 ats eR. : Me ae | ne a Be ‘Instal tion of ‘corporate. stops. water services, Jines. ane eters des. : OEY eee > become! ished by the City of oir” Se int eek Poe Ban einla | cf << tg ete Bae Re ELS OS ie Aaah a : $ t omy Jconnaction to dxisting ontnd- to be accomplished by ‘the (a of Renton; { -. ., AIS necessary excavation and matertals to be supplied by the contractor and © \ RECOMMENDED ep “5 be on-site frie, to City notification. | DESI See ae ener Ps FOR APPROVAL. Fe a: ‘incpactladl'cttV ke cco’ lasbe Wy 4 seorciantative oF tas? City of fichton. $ “It shal be the contractor's responsibility to notify the Utility Department.” eee 28 hours in Sévance of back# (iting ay < ‘construct iow: i os i #4 ors ues ; es iw %. Bee iates.: to p rovide plugs and t rary blow-off assenbl tes for testt Sy iy wee : A tie ne and purity acoeptance rier. to ia Sage eae Es ae Fin —— Pek S we "WAI ER. ‘STANDARD. DE is Fees f Ae LS, at ae . CITY OF RENTON: = 1Y-OF < ee BY Ae "DEPARTMENT OF PUBL aateiie Fe Ass gto SR ; S y ui ; ia Get he . a ats . Pte eo Ss : Ss : Cat asp Ase! 1 a eae ae eee a Reny mae ae Bb dy J TOR : ; NO oO : ae, ok, Ee on te Pee Foe aa aye pa athe ~ ter im a ee Lae Be Ms te Seen DEPARTMENT. OF. pUBLT WORKS ate AO ee (Rew. Wa. 4e086 0 5. ZANDYTAND ONCARE > SPPET1E MPROVEME DIRECTOR wal Asis WORKS gg athe Sao. A 4 ee ee. ee Pe - fatereat baa eas SPRINGS | oe i a ; CN OF REN aaa < Bee fe Me rary cr A eran Wad td ee’ _TRANSMISSION. MAIN, feveige a DATE. ; : - z y ? 5 _ DESIGNED | : : eto on DRAWN SEN j ZODED wotkhtae Cine foarte . | CHECKED. sy 2 SEE Hideway wenggn : 2 NO. REVISION | sir ce hae aie \ateawbd esate coda: ce aes etek, aa leSead a “i a be . ‘a Bet) att é tae G3 br ee * 5 oo Ra fo. Bat ney Ee Be ain cu = 3 ai . 4 ¢ ee : EOP ss, i ae * a Gi aad *s ‘ COWTOUR UNE AS PER PLAN BOBOSH 100-& | a’ el! xe =Co LOGY FRLOCKS 1665 aw’ Cya conse FENCIN ~ 1 SIGHT E Souwa SCREENING THUSA PYRMm waLis BON CENTER B/ paint EGA T \ Ho ys (\05> i PHOOPSOG IDES HOS Ho? INFFILT ZATion TRuiwe iw AS PER BRaw wie mtOGE OF AdPHALT 1vY OF RENTS! ‘NG DEPARTMENT LeBeEAw er SSTOUCIS? ‘>See FT nec! nro ae CATCIA 12ASiAy DETAILS AS PER Bwe. —~ RocimEeRY Sra FER. OWE. NeTEed fied 7 Bi WOKVVE Sc CAND TLAND aL DRIVE Scale, 7 ls Sid Oo" “kiLCoT CCHEME & CATCH BASIN 8/4/84 ¢ SDL. and raced of sith BM ee Oa ome