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Home My WebLink AboutLUA-87-080 - Large Format ae eae % Bay eae - Toe Sree Ss meee ee cee Baie ai Calas 33 a ie i , . po —-@RU o @)rPoM —=j Pg oily = =] BS > 2) FM § AA HIGH BASTH BRM | TREES CITP) ape i ed a Pes Beles, AQ) OTN aN <= —™ PN ° aa [e } — i¢ a ‘e a e wK w m e C G e = p ° ie Sree PLANTING PETAL | 4 ; SRUBS SIAL FEAR P4 a , Ow GME RELATIONS ae . TO FINISee reece de Bas an ZAN ASH BASTH 2GERM an , mine a Boiae, es |e eee xe a3 ae a _ a 2 2 re i mi Wt = aes fi f Ss aS % ie é — j A | : | HH 20, | sms, OT le ed ZG. ee ) “9 <p KRED AGGREGATE BRS SO SS ee SS a) 24 Ha EARTH PERM rt / a?" FINIGH ved AN if 2) : ia X Pe : => ek ‘& ot i I nice ite N= NUTS = ” an e a: al a z > a a BOOP ney eee ae a oa — P Nea Far Oe eee Te eee iia na Si eae ‘ poet ieee: te rian ges aa eels ee - a — i! = | | @J™ ge \i ye a | ; P N= Tor 1/2 . 2 HICH BARTH——_ AC EEA = | LA WITH BxcANATES : : 3 ee gt ye § 7 . oy IN a a Lie. j / ft : = > __) os | m= ZO) 20 en a he 5 : Jotonnnconnmn Faden a8 Be VIN. {2 i a ? > ——— = = : Iisecial SIZE OF SAT RL 4 7 | = ~ “ su e i 4 ib, ae eS WE S a 2 {l= _ Sar GENERAL NOTES i a he eee PLANT ECOHEDULE DAE PLANTING ARB*E TO BE NWNTEREC eT pt MIASTIC earth, Cel 1. Beet NA ISAT IO™M SISTEM. SEE SHEET L-a2 FoR i DAL fai To a tl etn _ at Ss v= se eal Ta Nave a Si peecsiat gs een =, INTAS NIKI ANNE i ie gee ae ee od ISNT JAFON| CUM Se y PA C T , TI N S TO N >, IN G . SO TI M E © = gee INBIAN AANA T HORN. . P SS Se eee ic WM ICOMIFACTN = COMPACT OREGON CS4r= -. aie Serer UNGUE UNIGUHE RHORPENDRON : 1 BPRING EUGUET! 2PRING BOUGUET VIEURNUM 24+" 41 EOANT AUEETITUTIONS POE Sue ET TO ¢ 2) AL PLANTING ASEBAS TO RECEIVE MINMUM 2! o- : |L_-. MI THOROQUGHLT NITH EXIST ING 2 - SOSPTHt OFe! A) AEL PLANTINGS ARBs To RET ESEIVE z2'M a FReReJ, MUL. oa : Bs ile mds , enRUeS TO mie edi elles MINIMUM a eT RSM CURSE HH i~—wsa® HELIX IBALL TIGA! PALTIC Tay 4 rE SS, ; . | 3 - el pare. j TAINS CALUMINANE ENGLISH ONS = feta! [|-eeeq | F a et cot! 4 : ‘9 aide 60 FEN ad - | | 4 A ds Do om Pew. Fis. ee Mix yt pe 4 G2 2 Buercise eR IZ ci t e e | poe . oN ops) 2B Be REN. ae .) SS ee PANE ORL ST PEE RGN CE: REO: eee REN a ee ee ee ro Le Coo bng ee ae TORE Tae ieee ee NP SREON Ye LORE See CoE RNER SUNS eee Melee ay ia ag r i % r eae Oe ey aa Oe ea es haat " ae a = Reavis iti ies i ik OG te SR et oo 8 ea nie Aeon nae a a i ae tale Ra i BN Sp e e AO E W ae Oe a e e Se e ee ee = is Na a fe et e : ae IRFUGATION Noles .. ' Loco ghee ae wk — a ° , ES a Tin te cee ., nalts B aoe Z rt Sr EE 5. TS ke Te MERE EE EY OF. COME Te Se ae ee ee bane rs ss ea rk di , apt eee eae RE. 2x3 me < - es s (= HEA = ee Fie PRerER <vEF @) S-BEV INC eHALd | PiPe eeingcy eon CONTR. eo rerrc INSTALLATION. 4 A)AE VALVES TO ee OFFS. FPEASTIC WA COVER, TOP OF PO-*T Sve MULCH. ee : BANE Be git ae! agate nay Epa @)INGTALL- PARALLEL - IN COMMON TI . ‘ RSsizt_e. Palins Seco MAINLINE F eA = Aegeiggh en Calin gecke TROVE . WNP RINT ERIZATION. : 12). CONTRACTOR TO VER @NATER METER .NOTIF an , NFL TT | a PEAGN. CM e et y ae n i e s ’ eS PORTO NAIA ATIO = oe l ba d n a a s ex at e P Se e Ta r e : ae fe ae ee ZOUTH SEND AVENUE Fo I ne h a i CE < Sloe ee og ~MIN, 2 1 Aerie 2" SERVICE CONNECTION sn l ’ dg u e p i e ’ Wi t s at e s ep i : se @ Ra k h a ac t sat e e n a am i e te IN"'AMETER" PO WY HOCKINGS ET FLUSH hrY PO S V O S A L E R S S A T T H H S E T I E 12" MAINLINE — pe c c c c c c e n de a d a i c e i e ry ye ay GATED O HE FEATILE RATER F en ‘Serre OF pee | ee See ae Ae oe PE rae Ne En PEE cues NORE? Fits ae | TACO TIME Srrice eimg ate 1Io-a" IRRIGATION FLAN Sy IRFIGATION Lex eer: a id Naat rare - NR OX e S @ k y PNR APM, en ISINEF = ATER SPRANKLER 05. 98 oe i SEO LAE FUMES § , 1 ? CRE DNS 2 eee ae Te s B\o- Ql “eB 2x\2 ee ae | BiI2-ZOL- |S 2Zxi2 152 bs NEATHERVIAIC O24 REMOTE CONTROL Maiy=e BANERD 4+ {| Bg 4+e2 QUICK QOUFPLING Weave | SATE VAWYSE FEZCO {/2' 2067 Bue CHECK Waive WATER METER C/2")- BY OTHERS TARO 1C 4x4 QONT ROE € 124 -oe@- 1 CLASS 2OO PY C?-MAINLINE CLOYNSS 2m PVC -LATERAL SCOERCPULE 40 PNE - BEEeWVINct VALVE azce carmM aes oe eae pe SDMH (CORE DRILL) Glo. Blo : Sage 8 Ib 4 s-CORE DRILL Se ee eNO es ee ee Pao Ls ee CP rime ON Oe | Fowl \ y | | : ao oe ee : ed aru EX. TACO TIME BUILDING “ee EXE CURD EXISTING 6" JOTER HYDRANT D, OR: AC C O R D , IN C . _ 19 1 1 MA P L E VA L L E Y HI G WA , 98 0 5 5 PH O ! RE N T O N , . . ‘F O R ©). REVISED SITE PLOM, WIEST DRIUL ADDED = REUISONS: C6 *|,3,425 SHORTENED DETENTION TANK ADDED STREET PROFILE,8" LATER, 2-11-61 DLS. STREET BARRACADE ¢ MISC. NOTES 12-21-86] DAH GRAVEL PORKING SURFACE COST QUE. 2-20-66 LEL | 5ED DIMENSIONS, DUMPSTER eee ADDED SIGH, NOTES. I-9-O1 LEL ADJUSTED LRADIM, ]| GR A D I N G 7, .. . & || UT I L I T I E S i ee 1 “oy SCALE + |"* 20 LTS ; e oe PUG — mera / e N 9° G.I = EX. SDMH CORE DRILL) 5 i. RIM= Zl. lo os fi INVegt= I5.4 | Zz. 0 Mgt = Hla 4 = y +) fan et EX. SOMH RIN= 2b.3 ArW= 12.20 "PUG SIDE SERUICE | Senne 4 E PAVING & CURB REPAIR FER ) CITY STANDARDS. et ~ho CURB EX. TACO TIME PROPOSED FF=30.0 | BUILDING . 5O'bs BUILDING —— Lae eee Le RE, Ot0- DUNPSTER DETAIL* & SHELT Alb 4 UllH CONC. RETAIMIML, KIALL 7 SEE ARCHITECTURAL ORANIM a le a t AN Ss ak Se aL _ EXISTING |~— 6" LATER 06 ) 22 6 - 6 6 5 6 IC E BU I L D I N G OUT/TIATLINES. StL 2 BANS TOR DOTS. me POSED PORKING : lo PARKING STALLS : Il STANDARD ee oe ae ELK. FIRE oll 58] % SITE PLOM : | COMPACT L EMIGHT ' HYDRANT calle eee ' , Slt =s°'=20. = | HANDICAP miO>w | 2 | : 2 DIMENSIONS : S||/= 43 : ‘ ee = STANDARD = 4" IDE * 18" LONG (+ 2' OVERHANG ) . ml owe || < + COMPACT = 8.5'WIDE « 14'LONG (+2' QVERHANG, ) | fo ENS > 2 4 —.-- HOMDICAP = 12.5' WIDE « 18'LOtIG, (+ &' OVERHANG) | i ols ae ie ‘LAKE AVE TION A-A. “VICINITY MAP 8 NOTES: Oili< $Z : E s ? |. THE OWNER UNDERSTANDS THAT Gificrs | ; 4 OT any CURBING, PAUL OF Eyre] 3 Eee eee nea 7 ; oe LANDSCAPING, ID DAMAL,ED BY — LEGAL DESCRIPTION . ft a _— ft SEATTLE WATER DEPARTMENT =o : | = a ah le pike |. PERSONNEL THE OWNER WILL That portion of: Gove 1.6% 4 & Gov. Lot 10, Section 18, TWP 23 N, R S Ey B, RIVE LONE ( LRAVEL LANDSCAPE DARE ALL COSTS TO RESTORE W.M.,in King County Washington, lying within the following described F 3 ITEMS DAMALED TO THCIR PROJECT NO tract: Beginning at. the npoint of intersection of the southwesterly line 5B IDE JJALK. ; : of Cedar River pipeline of the City of Seattle with the easterly margin ee vee ORILINAL CONDITION. 871-4 “OF sthe: Pacific Highway connection REV. #2, said point of intersection . ; ae ie ae See nee, being 2721 -62 feet east and 16.8 feet north of the west one quarter 4 Z. IF ONY MANUOLE RIMS IN THE DRA corner of said section 183; running thence souther] along the easter] VN BY margin of said Highway 64.5 aut. thence ve Ee Frit 2 wath tes i SEATTLE WATER DEPARTMENT Let south. Eke of es Sede pve? pipeline os Bee more or less, to the r) RILHT- OF -LIAY HEED TO BE Beaks ENR Soe at ry gar westerly margin o ac iver 3 thence northeasterly along the westerly FIELD ADJUSTED. THE mart of Blac iver ee more or SS; to e souther Line o : ISSUE DATE i = a eo ot te a « ides we ae aN poe CONTRACTOR IS TO AQTIFY 7 line ‘337. feet, more or less, to the point of beginning; except THE SEATTLE WATER DEPT. jo NOOB eel eet eee eyer for primary State Highway #5. ; r) 7255-2242 pen ine yaa erie : eas ea : a Washington. Tie ees 2'-|-1/2' MINUS CRUSHED ~ li . IFROVEL S ie i oa ENGINEERING COMPANY = SM SNSINEERING AND : | 7 | PLANNING CONSULTANTS - re a Sal a ‘ CITY Of RENTON : . | ‘FEB e2i0R8 we e d ca e l meat le WATER gow, 7 an al / EXioT. PwlieMeHtT of , v = b BY V5! LA | \y | Nia! pil -eorre PARE ce 44 <cTALLe, ~ RELOCATETO DRNE - cd HE “NAAI lela i Pee Q hetieey¥? QDRNE Li et n a , 8 a STEARIC ER TE ESE SEG LEE EAL DE LILO LEE DELLE IIE OO OEE SIO IEE EOE EAE ILL ADI REIS os ’ ee | 1 | | ee w 4 Ee Ka | “ 3 ~ NBA CUM Rote BocKkiBet— dee _veues NEW BULLOInIG, Lompitics poct—_ 1 ii 2 avin oa OOOO OI T- jes ‘ CEVISCED SITE PLAW DI>.716) Roe Ke eH CONTINOE ReEéLe TO EKCE CK BUis. No MAW OARD at THie caite fe ee Om IM — ch U | REID eae bhp il ANID ask ITY CF RENTON RECEIVED JUN 08 1988 BUI. ING/ZONING DEPT. i LEYATION j kk | or i } <~npetrtiinener tl i Rt san f 1 | - ames Y ‘ - } } | i Et | | a aie ie t i ; ‘ t bid 43) Bakes + ae ase TT — WE AT cLEVATON Yipee. ple -o' ia 0-8 / A e PAINTED QONCRETE Mack WALL \) BR i t , Bod Ve ENN ae ) ‘g MEHANICAL UNTF i be 8 | ae Sigsd ‘ a canons 7 \ ii pe eT aL | Be GENE | PPPICe7 y NOMEN ||HALL ZeANPE RENCE i . c “SN be | | 2 | WAREHOUGE | ser ¥ i ns dis Vet Bl . ae ae: | ‘ | Bulan LECTION ea Spe e. SA 080-87 “MATCH MEW 5/kd, CURBS LUTTER TO EXISTINL, REMOVE EXISTING A.C. PAVEMENT AND ECC EXISTIAG LL WIDE Sp - 0 8 0 87 REMOVE EX.TREES SEATTLE PIPELINE aE eee RELOCATE | RIGHT-OF- WAY = EX LIGHT | 2 iy = oa Ze. = 25% - Om Ae a 8) id - a me nh Dy 4 = : INU=24.50 Z. BOX BLOCK | eS © . Fl'xU TEE WITH — CO* ly (TYPE N-54"* WITH SF ; Es ty , | CONC. BLOCKING AY oD Ne oe! x 1 fs q . tts! FIRE: HYDRANT} - RIMS (e775 — 1 “Mt mae =tteA (CORE DAIL) 7 uv “ 5 nSSEMBLY OVER LOW PL =Zb.71 |. an - ' air U'OLE > (a SHEET INDE | aa *. mV 37S | \ A oe) een = ‘ j % 2 LF 24s CMP RESIRETOR AY entian f C-1 GRADING & UTILITIES PLAN REMOVE EX. : oN 90.0050, EACH END OF ae 0 - EMPORARY EROSION FENCE AND . a berm TANK. H tn C-2 A 0 oe tontnba ALAN DUMPSTER a curser Sa ee ee ‘ ) 7 acl. TH 7 TG | CQNCRET - C-3 OFF-SITE ROAD IMPROVEMENTS SEE ARCHITECTURAL cate (PE I- 54"s) LW | 2° SANITARY he q C-4 DETAILS & SPECIFICATONS ae ie oe sau | ~ PLANS FOR DETAIL. \ FROME éLRATE, LOCKING iss NEW CONC. DRIVEWAY ENTRANCE 7, 3 © EDGE GF EXISTING ASPHALT i RiM=Z8:50 « SEE DETAIL*1 , SHEET C-5 . C-5 DETAILS TO PROVIDE. CLEAN MATCH ‘os ice Ls can 6 DEP on ai i > PAVEMENT. is +7 |-6",6" TAPPING, SUECVE fam) LINE FOR NEW 7 26.9 = INVaa"'= a. 7I ros be by. | = I/ CONC. BLOCKING, = 0 (TYE) MATCH rami | SS a ——————— oan ee ool ayy NS hive ES 2 ne ee |-8" TAPPINL, VALVE seid w - REMOVE EXISTING CURD CUT- gag CTS EN Re BAIR ea a || EREPLOCE WITH Eid CURD, Ze 31.0 a ——— 2) oe hy CORE DRILL TO CONNECT NEW le’ C) = rm LUTTER ¢ SIDEWALK. et ay ‘ : rs i BELLS YS > a mil = 8 || 2 NEM CONC. DRIVEWAY ENTRANCE ———te} se ge NEW BUILDING ‘eS : | a 8 ¢ ee Se | | EX WUCP SDC SERVICE? oct CROSS- | 8 OE DETAIL 1 , SHEET C-5 oo TO Bx OOAMDONED OR | FIRST FF=31:00 ait SAP Oe PP section ea | Rai}} Fo Fi, MEPL, SLEEVE Mavs @SLF 8" DIP _ REMOVED 95 NECESSARY | BSMT; FF=21.00 AA [=e A SS be Sb Ly a sigs isd |O ip ee /CONC. BLOCKING «=|? re — ee ee é >! (ow : ui eb ‘ae I- 8" TAPPING VALVE Beg —ROOP DRAINS, TIC INTO U” sk ee eee fo, | A ETE DAY Crmanice PA S=» | 2 PVC DOWINSPOUT TILHTLINE = LAAN tour ig lf “of SEE DETAIL * 1, SHEET C-S. S|i=a¢ | ¥ SEE BUDA. PLANS ‘al DECALS = SH \ 7 HL lio] mt Owe || 2 : LE ct Bele i Allo ae | 2 ie | temporary CONSTRUCTION! ~< A ne i See) Oe - a o CONT. (OPPROK. 20°28) eer: sate oe; / Olli< 2Z s ROCKERY IN FILL oo S e | ae SCC DETAIL 4 , : | S tS SZl g SHEET C-5. ee | th ic te} 8 "x 45° BEND W/ -6"x45° BEND W/ || L]I-6%U" TEE WITH —cpt5 (TYPL I) j COURS INLET, SCL “—— INSTALL A JYPE I-54" 0 CONC. BLOCKINU CONC. BLOCKING CONC. OLOCKIN RIM= 27.00 DET. *2 SUT. C-5 CB OVER EXIST. 24" oT LEGEND Inv=2433 =| RIN= “2750 RIM= 28.0 a INV =Zlo.0 INV news iz" =/25. rivex. 2 20.95 PROJECT NO. i PROPERTY LINE | an ne | EXISTIAL, CONTOURS b0' WIDE CITY OF RENTON - TARY SEWER LINE ¢ MANHOLE , eT Orsi , ei <2 EXISTING, SANITARY SEWER L : ‘LEGAL DESCRIPTION | NOTES: ene ae se EXISTINW STORM SEWER LINE § CATCHBASIN — L IF ANY CURBING, POVINL, OR LANDSCAPING 15 DAMALED bY ISSUE DATE —; EXISTINU, WATER LINE ¢ FIRE HYDRANT THat portion of Gov. lot 4 & Gov. Lot 10, Section 18, TWP 23.N, RSE, SEATTLE WATER DEPARTMENT FERSONEL THE OWNER WILL 9-12-88 , ¥ Jracts Beginning at’the pains of eters cote. DEAR AMY AMD ALL COSTS TO RESTORE NEMS RIED Pa —TF | oe. "90 SIDE OERVICE -AND DUILDINL CLEANOUT of Cedar isa cia’ ine of the City of Seatt ie with the easterly nereLE 10 THEIR ORIGINAL CONDITIONS. : LATEST REV -BA"s of the Pacific Highway connection REY. #2, seid point of intersection NEL OlURM SEWER LINE AND TYPE I o4 CD oe ae sat ania west re nor - ie ne a — se C. IF ANY MANHOLE RIMS In THE SEATTLE WATER DEPARTMENT Neb STORM SEWER LINE AND TYPE I CB margin at said, Minweey a. teen thence ly cae aa ta eae RIGHT- OF- WAY NEED TO BE FIELD ADJUSTED, THE MEW! WATER LINE APIO FIRE HYDRANT westerly margin of Black Rivers*| chonce MMMMMEly abong tre cmestet ty CORTRACTOR i 1 TTY THE SERITL MATER OCFRRIME margin of Black River 64.5 feet, more or less, to the southerly line of said Cedar River pipeline; thence westerly along the southerly line of said pipeline 337 feet, more or less, to the point of beginning; except the portion thereof conveyed for primary State Highway #5. DOWMSPOUT TILHTLINE (SIZE NOTED IF PLAN) FINISHED LRADE ROCKERY NEW CC AND AC. PAVEMENT AT 255-2242 PRIOR TO ADJUSTMENTS. = 7 official maps thereof on file, in the office of the Commissioner of | Public Lands at Olympia, Washington. GC | Also tract 8, @nd supplemental maps of Renton shoreland, as shown on the °PACIFIC ENGINEERING COMPANY = sii, ctoinesnne ane ONT AD RECE| IVED MAY 90 1988 : BUILDING/ZONING PEPT. ) MATCH NEW S/W, CURE REMOVE EXISTING A.C. LUTTER TO EXISTING oe PAVEMENT AND ECC ; re yo ALE a ae om prs NE ARY. , 4 é WHERE NECESS y 3 i OU RELOCATE RIGHT-OF- WAY. ‘a | | en ee | DRUIGHT Of 5 Sy & PED sees ie ds) = Z =e Es: 23% ee a Om — = 0 e i ; : < Nn é ; INV=24.50, & , __, [FUXUTEE WITH COM lo (TYPE 1-54" ) KTH = iM S| CONC. BLOCKING Book 0 } Ay u FIRE: ot DR RATE noararnannenannnvsc Annes lies A tases ~ wu a ek - ' | SHEET INDEX | roi | , ) a 7 NK 2 LF 24's CMP RESIRICTOR + n C-1 GRADING & UTILITIES PLAN REMOVE EX. | is pre EMD OF 4 Fs MPORARY EROSION FENCE AND Poa OU Se i | o C-2 contntie "sin DUMPSTER DUMPSTER PaD. aria 7) | &X. TACO TIME UAOCPTH OF ea A " ; , Cc-3 OFF-SITE: ROAD IMPROVEMENTS ' A mE DMs” . SEE ARCHITECTURAL ms CD'S TYPE I- 54"0) Ay “EAN OUOIURY '& q C-4 DETAILS & SPECIFICATONS REMOVE EX. ECC, SAWCUT - . -_ PLANS FOR DETAIL *s FROME éLRATE, LOCKING NE CONC. DRIVEWAY ENTRANCE 7, 3 C-5 DETAILS EDLE OF EXISTING ASPUBIT) = Sdn, Vi mae RAM Cb.50 SEE DETAIL* 1 , SHEET C-5 om TO PROVIDE CLEAN MATCH = we aa 2 INVig™= 22.71. i ame LINE FOR NEW PAVEMENT. Ws Dh Zee a aan : 3 } i O26 TAPPING SLECUL (TYP) MATCH EX. LRADES : oo ella hg * ORY 2 GH va W/ CONC. BLOCKING 3 g , ; <== yl eer” | 4 nnn ; ee. aS i : ee eee 3 = sack A eee, fs") he a : : }? és if |- el TAPPINL VALVE eva © a ' eS” ae Dt — * AS paras meee ame Rete OR ie * ES a Pe i ; if w 2 jaa) oi @ REMOVE EXISTINL, CURD CUT— See = eS Ree fe tie ce HA Haff aii aes wee D KALLE fr) Pe - EROPLOCE WITH NEI CURD, ae oneal fh ERO pf No RIS ASS : + | aaa a eae 7 = + - CORE DRILL TO CONNECT NEW L' C o - LUTTER ¢ SIDEWALK. fF ¢ S 1 Rik oa Pee Mt pe We 55 i SERVICE TO EXISTING Paces! ° _ NE! CONC. DRIVEWAY ENTRANCE jes ; We NEW BUILDING / ies, ia" MAI. , >< fe) t - | EX WUCP SIDE SERVICE } e LS yt CRU0D? ay A ae SEE DETAIL *1 , SHEET C-5 | | 70 Ot ADQMDONED OR +1 FIRST FF= 34: 00 ais SAPP ae [7 stctionea re i‘ j | a =z . 1s" TAPPING SLEEVE Be 43LF 8" DIL REMOVED 99 NECESORRY an 3 | BSMT, FF=21.00 A on! : /pics.orr* “2 Oi; ¢2i} w W/CONC. BLOCKING = |} >>> mI au pet. tht ip EYDAON | -ta | 3 |- 8" TAPPINY, VALVE 3 Neer pert t TRO DRAINS, TIE NTO OR Seur ean 7 MS eer serra ve Ra|/S >» || 2 1 ia Hiroe, oe oes a , Re ae Se i See if < 5 “TEMPORARY CONSTRUCTION: ‘ LS i ie lps ESMT. (QPPROX. 20's 25') a Gla ; / é < < 5 5 ROCKERY IN sn i ie ne | <_f ed cS > SPF DETAIL a iN | ge SHEET C-5. “— | | iQ ou rE I-6"« 45° BEND |d/ I-O°<45°BEND W/ |} LI 6% TEE WITH CO'5 (TYPE I) / CURB INLET, SEE ~=—— INSTALL A Wet [-54"¢ vy) CONC. BLOCKING CONC. BLOCKING CONC. QLOCKING RIM= 27.00 DET. *2 ,SHT. C-5 CB OVER EXIST. 24" ST -_ INv=24.33 | Bin - 27.50 RIN= 26.09) INV = Zb. INV Mae: - miele INVex "4 20.954 PROJECT NO. - PROPERTY LINE | | _ bt4l ————— 194 _EXISTINIL, CONTOURS . ged a DRAWN BY VE. -Of: ~~ €XISTINU SANITARY SEWER LINE ¢ MANHOLE ‘LEGAL DESCRIPTION NOTES: : DJkJ a me EXISTINU STORM SEWER LINE § CATCHBASIN Pree cariten er : 7 | IF ANY CURBINL,, PAVIML, OR LANDSCAPINL, 19 DAMALED BY || 'SSUE DATE ee EXISTINU WATER LINE € FIRE HYDRANT THat portion of Gov. lot 4 & Gov. Lot 10, Section 18, TWP 23.N, RSE, SEATTLE WATER DEPARTMENT PERSONNEL THE OWNER WILL 3-12-88 7 WiaMion g/t fi King County Washing ton, lying . wi thin ie following described BEAR ANY AND ALL COSTS TO RESTORE ITEMS DAMNED zs Seat ; ——[aing” =—s-L'99 SIDE SERVICE-AND DUILDIML, CLEANOUT | Ge besee Ficee ecaiee oT tw Pete oF Ree ie ametuer ree TO THEIR ORIGINAL CONDITIONS. , LATEST REV. " of the Pacific Highway connection REV. #2, said point of intersection -5A"o . ’ cee ee eras ateteee ae pe ima ciemeahe Reign ini eri 2. iF ONY MAPHOLE Rin IN THE SEATTLE WATER DeRARTHETTT NeW oTORM SEWER LINE ANID TYPE I CB margin of said, Highway 64.5 at thence exec ly s eraliet with see RIGHT - OF - LIAY NEED TO BE FIELD ADJUSTED, THE south line of the Cedar River ipeline 337 feet, more or ] s, to the CONTRACTOR IS TO NOTFIY THE OLATTLE WATER DEPARTMENT NEW WATER LINE AND FIRE HYDRANT eee ae ot ae Rivers. omen a along the westerly QT 255-2242 PRIOR TO ADJUSTMENTS. . ; _] DOWNSPOUT TILHTLINE (SIZE NOTED IN PLAM) seid Ceder Hiver pinelime; tuemcernuxterly aietl Sie guusterts. tome Bf id ipeline 337 feet, more or less, to e point of beginning; exce FINISHED LRADE oe ourilan thereof nine for meant an tate Miaway om ° Pe . be < ROCKERY . Also tract 8, end supplemental maps of Renton shoreland, as shown on the NEkI CCC AND AC. PAVEMENT Public Lands at Diyepia, Washingten. Se RO we F "IK a . a - : , . 2ACIFIC SNGINEERING COMPANY = oii SiSINEERING AND CITY OF RENTCS] RECEIVED MaY 20 1998 BUILDING/ZONING DEPT, SA - D 8 0 87 pegs LR ertuiec ante : SREVISED PER CITY OF RENTON REOLINCS~ ACS ee eee — REVISED DIMENSIOHS, DUMPSTER — ote CO eee OFILE,8" WATER, I-25-88 Dud. CMOVED GRAVEL FORKING SURFACE EAST ADDED SIGH, NOTES. 1a-9-8T LEL ADJUSTED LRAD ‘MISC. NOTES 12-21-81 DAH OF LOKE OVE. 8-20 BS IE Z7— EDL OF rth! ASPHALT A Fa é rs satis” snegsiecacoadion. X. CATHODE ‘eeoseeeeotes GueseemmiNEEED Seni CORE DRILL EX. 59MH EX. TACO TIME BUILDING DOkJNSPOUT/TIl BLO PLANS FL TANDARD = 4’ k OVERHAr ~ COMPQCT - 8.5 LONG (*8" OJERHONG - HONDICAP® 12.5' WIDE * I8'LONG, (+2! VERHANG) DUMPSTER # ETOIL* &, \ ; 1 ' 5 3 a4 a ite) | 2.5 10s: “Section: 18,21 WP BatN.3 RSE; within the following described DRIVE LANE LRAUCL LANDSCAPE intersection of the southwesterly line ered |, ' the City of Seattle with the easterly margin se SIDEWALK aos onnection REV. #2, said point of intersection vand: 16/68 °-feet north-of the west one quarter running thence southerly along the easterly -o feet; thence easterly parallel with the River pipeline 337 feet, more or less, to the R ery thence northeasterly along the westerly 5 feet, more or less, to the southerly line of thence westerly along the southerly line of less, to the point of beginning; except for primary State Highway #5. - 5! CONC. SIDEWALK YPE 1-0 CURB ¢ LUTTE as shown on the mmissione 2! -1-1/2" MINUS CRUSHED LROUEL. Efe LP | RIM tb. RUICE 734 ~~ sAINV= 12.20 eae } : PAVINL, € CURB REPAIR PCR CITY STANDARDS. |. THE OWNER UNDERSTANDS THAT IF ANY CURBINL , PAVINL OR LANDSCAPINL, 15 DAMALLD BY SEATTLE WATER DEPARTMENT Acar 3) - Rca ol L/S 6TH $7, S$ olu7t S\sirgt™ Pi TH p) eM DamaLco TO THEIR FY ORILINAL CONDITION. oe PERSONNEL THE OWNER kdILL BARE ALL COSTS TO RESTORE 2. IF AMY MANHOLE RIMS IN THE SEATTLE WATER DEPARTMENT RILHT-OF-kldY NEED TO Bt FIELD ADJUSTED. THE CONTRACTOR 1S TO NOTIFY THE SEATTLE WATER DEFT. © 255-2242 44 it e RE N T O N , WA . O15 O <2 S25 Bee Ura PROJECT NO. 87-4 DRAWN BY LATEST REV (2 0 6 ) 27 1 - 7 2 0 0 CIVIL ENGINEERING AND PLANNING CONSULTANTS i _" @ITY OF RENTON Bee g FEB 221988 | NEGEIVE ‘oe we Sead SA-0 80 - 87 ’