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HomeMy WebLinkAboutLUA-87-071 - Large Format | | G, / StS 6s aT Re a Signi ee] i... eo Sf S I ike 2 ee awe st ¢ Poa aaieeretiieaete r is ae 1 Me : i . \ EM | § me = Z, . - ‘tt ; | ! \ Te Sa Fame ee I | | i Ri ee a ees eee te an | l ~ _ Ny v -— | 2S a _ st eee 71 | | Nis | | PLANT SCHEDULE . : | . . . ‘euderasniiibjieetaimpinioi <table iniglmerigeenpin ame PERRO FO ae eed iia RON - | | | _! AME | OTL, “ECTAHICAL Y / COAON Nae oe EZ kEMARK< ; Bi | | | soy , 24 PLATANUS ACERIFOUA 7 LOHoH Aad 2" cobs: Oe] 99 | | | | | c + 3 7 Qo | } | | | @Q zl PSEUDOTSUGA HEHZEISI “ pouglrs FIR c!-® Oe cla | | | ! | & 24 ToUGA HETERO PHYLLA // Lies eRN HEM Lock Qiy | ee) | | | Sf ' ' | | : | © | Z| PoPULUS [TALICA 'HNiagRA 7 LoMBaARDY Pople @-2 | | | | ' _ | |) | 49 | ACER CIRUNATUM / VINE Maple 6'-@ 4 TEM MId.- | me: er : ~ Po ege | 22 | BUONYHeUsS ALATA,/ BURHIHG Bust See | | | ! a OaD0 | 4¢ | PHOTIHIA. FRASER) 4% MloTINIA © 2 G@bL Buell : : | peed | | Future Building Expansion | : ! | | 4 | ABELIAN Gipanlbirlaka / Ape LIA 2 gal. | : ! | | Rss COTONEASTER DAMIER! 4" pts | 20" ox. | FLL AND oRAGE WORK FOR THIS ! ! : eee HELERA HELIx ‘GREEN ripple” aecen ‘pots | a4" oc. | PORTION UNDER SEPARATE | | | : ORO 3 nee ome GREEN BEE 7G eT 4 | SPECIAL PERMIT. | | | | | | ! | | ROY 4 CORNUS STOLONIFERA / PECTHIG PoaWcoP | ZAL. 7 | | | ! : yard Wn wane J nin Smee ss a | | _ mek wht ae | ; | | NOTES 0 | a “ie a a | J LIMIT. OF NORE | | | : | | | - SET we CEALED AND gclibeer mr L AT TiMe | | OF LANDSCAPE INSTALLATION IF NECEesaarY ! —WX | SD i eh CZ. TO SHFRPLY LAN | TEMPORARY ASPHALT / CONCRETE DFIVE | | — . a ina hig bciggps FOOT nies | | | NN - MOUNE MINIMUM IZ" (UNLESS CHHESAISE Nore). ZETAIN ! ™N | | ARS POSTINE PEAINAGE, MAXIMUM 211 RE. ) | | \ — THE MINIMUM ert OF TORO APTBE COMPACTION S444 ‘* 72 EN = : Hyprceeee — Ay bb! ™ a p-—b—.~ n-th Ne - SPEEA 2" OF BAEK MULCH IN ALL PLANT eet &S cd tl ae RS : GRoUHPCOVERR 1 COHTINLIOUS UNDER TREES, Rav . XK - Lider OUT MSG PLAMTINGS AS SHOKIN IN SCING PETAL i § & aN (UML BSe CTHESWIISE NOTE). MAINTAIN MINIMUM 3’ . on oo = Ch ASAricE For CAR OVELHAMG S& a’ § - PLANT TEEBS AND SHELIES “AS SHOWN (SEE PETAL) kes & F - CONTACT L6HRSCARE SECHITECT KEGSERPING AL SITE “tan S g CHANGES AND ALTEENATES, - LénpecAPe PLAN B4ser QHSmE BAN eT LANG Miudllee MOC ., UNDATED LANDSCAPE CONTEACTOE TO MAINTAIN, UNIT INA APREOVAL. PLANT QUANTINES ARE APrEOXNMATE-SRACING PREVALS — ALL LANDSCAPE AREAS, EXCEPT HYDROSEED AREA NORTH OF PROPOSED BUILDING, We RECEIVE, AUTOMATIC IFFIGATION. — |PRIGATION TO BE BIDDER DESIGN. BU , PRUNE Wit LA. APPRAAL NEW CLEAR VINYL TUBING Hi4 GAUGE GALVANIZED nee wick PACE QUAL. Shon bee tinbos b LrRCiEst BROW. PRN 2 POOTBALL. SW 27 t h ST R E E T RE N T O N , WA S H I N G T O N . AL A S K A DI S T R I B U T O R S [i i bert to 4UpPORT ) Het COKIN &t Muar) Heat Heat 3 (2" ae for20\- FIN! POLL 107 V3 OF BURLAP AWAY ae 4) BALL : —|-2" WATER BASIN o 2 KEMAINING HALE OF RACEFILL Bae =) Sina G i ry "hePY BOOM $ ere OF HOLE a 507> OF BACKRILL MATERIAL : ; (Ye NATE V2 IMPORT) FIRMEY 0 3 COMPAAED, ; r: ‘ 0 a i 2 aI O o Qo. “) . 2 5 =the ee < EOL be \r/ FAANIETE! » ‘awn. TREE STAKING & PLANTING DETAIL. STATE OF Dna : TREE IN PLANTER BED , : WASHINGTON a 30) : | ; DSCAPE CHITECT 5 4 c ‘ ime Scale: 1” - 40’ ee Oy ties 6 a Bs Sata : 2 ERE Ey ; @ 2 oy 0 SW 27th STREET ‘ ) sheet a. a EARTH ENTERPRISES re vac dagen eae! i—4 Seattle, Washington 98109 ‘Telephone 206/622-1777 — CSP-09587D) —- SA-OW-BT ai v a NO I S I A 3 Y ON br lp - E Z E (9 0 Z ) Bo e l Bd . 20 4 1 t CO L 8 6 VM SI L L V 3 A S LS V 4 SA V HO N I W 60 0 2 NO ma 5 on e > a ee si e i ‘O N I “S O N I H O L I H 8 G3 0 " ‘H S N g CHECKED BY Ss sa a n SY H O A A A Y N S GN V 1 8 SY H S S N I D N A TI A O SY Sa e o i n s i a t r t s t i a vw a s v a v y NY ¥ I 9 41 4 1 9 1 1 9 2 DN I A V A D Di s t v w a n s o s iv e r st ’ Xe =: rb = ae = ai e ro sh SSW] RGG DRAWN BY OB NO SHEET DEPT. JUL 29 1997 BUILDING/ZONING B SA-07/-67 (8.0% 87) Hs WN Se e PA T so t . a. vA & i ae ke ee Ss 1 = | ! = 0 ' s: ! \- Ny ae ra y — ES , 3 sa , ee : . fy . Z RY ! 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LINE ; : : “ft. : | We oye. ; : iL ? \ af Jt. | A 1 . ; : -4 jel joL___]o o| ol os j0| Jo sel o}9 = qfoL__ ojal : ey) Jojol et Io oL 1 |.oL__ oe “Vo Jo} ol 0} 0] a} et jojo Brel 19 o| Jo ok 1 Jojo ojo JO}OL Ojo| _jojo Oyo] 0} o| 0/90 fs) AMEE leit {1182 Bae veveLan > oe Pant gare Xs Zone. rrr) Tut Seer as Vie = lw ~ ~~ es Vv ? S) 8 @ © © ™ © © @ © © D) © 8 ® PRIMITA Ti-T- ur | | | | | | | | | TILT-ur? DR |T T | | | | | | | | | | | | ter ae tx — as j x | | ao | -— 4 | : j HEZ2. Line | | “a jeer ta LIne a a 7 ¢ _ _ a _ ie» Ie" CITY OF RENTON REGIE JUL 294997 BUILDING/ZONING Depr SA-07(-87 CSP-095-97) EL E V A T I O N S a AL A S K A S W TU f a rs ) 5 re 7 §} xa, | fae BRe ~ a Z | s i Ne Pic a : © GQ 2 a ry J ¢ (0) se eg il => Ser ey ae i LiJ Li) 112 jo Y) oi Ge [Mh ‘Qn te s . ar c h i t e c t s 13 0 la k e s i d e - se a t t l e wa s h . 98 1 2 2 - 20 6 32 5 25 5 3 la n c e mu e l l e r as s o c i a & of IN f ner . ‘ M81’ 16 29" w Bos I —S Ss + ie 500,% \ L \ 7 pfctfccc v ™ »7)| ‘ rer ' ‘ KNAANARANI 1 es oes ereen ro oe Landed ANCHORED 3 | XN aN -f[-==- Se a a ; ee, +e Ne ; ; KAA IRA IN ! IPAmtaine NESS | 7 Seta; eo . 2 mane wl 4h aILT- UP CONC. WALL 1 FAINT G & NE R A E: | \ \ \ PR | Xe ‘ \ Mai a | : ; y [ a aia Oanamoen mecca: ++ PEASE Va ex0 OL er y \ 4 ‘ :: we on aS so \ J ul a — ane poate —e . ° & x4 x4 WELDED ANGLE FeAMe ——+ | N O 7 FE S S iS 9 I\ PA Se] 7 a i | | ed on ie 6A 4 \ 1. Mechanical, elect ‘ Sits @ RQXNRAN ss Re / VL) | le TE HARDWARE BY "RICHARDS WILCOW Metis ck. staem, sees on GUL drawings are bidder design - .S YN Bt \ ; e - IN AM OS a a SS ‘ A k ro ? | — oan —— 2 gore drawings. ural are to be coordinated with \ Ne \ ) ; ' 1 “~~ —<—— S 4 x, r © FA I uti 1 ities t mS NPA SRS FAL Ic | ( ee | a. : o be-@ part. of this C \ XX WR TT eta oo | Feingo Feit Fut ee | i on ee { . “? I) ed 5 Verify location of oe nal is Contract. . INN | on ae a Fao a } i dl: é all utility stubs NEX A oe | 24 i \ a ease i | Q i 4, All dimension lines i | NAIK 2S \ on) ER i of _—— [= i i | q = ehuend.” atade rose to face of stud and centerline of bea d b ky \ TK RN ae oe ne SP eS i | ;* s< HH A. if vee herwise noted. : " mS an IN RN ‘ ot HH \ \ I* :| Baus C ae 5, Drawings are not. to 7 Cc KN — NY ——— OO OO c-3 maa a n-~ ---- ~~ ‘eee ap i “ az tar oe So any conflicts or scasteamedes Contact Architect. for resolution of 0 . ee Re ; a= . ay . ag 6. C ° apemd \f XN Oh L—L — cael : " it |} © - lanes ‘. verify all field dimensions and conditi : Xo \ NYS ; ] | “ | A ee nae sk tent y between plan and actual condition is to b pander pve Ls 0 . © aN \ | % 1 - [ a ‘eivis r o . thy of Architect for resolution e brought to the aK « S \ PRX ~ | | ie wpe: i Bo he ‘ Jur s . * ° Lo * XT N | ! e | i tp ON T ch. shown x tek 7" and mtin. 4", max. step at doors to be 1/2" or as yi I NI NON | ~ ENG AB 1 eee 8.. Max ea ; — ine N | | | IT [ . Laake | oe 9. ane ae a pie eS i ea dante partis 1.in 12.for all others al) \\ ~~ : \ : Se oe * ‘eal catch eal eke. (site development) for grading, site utilities F \ > RN XK | SF gg ae , 3 eee , XANIAAAY | | oft % Moo PLYWwooD 5 PAINT ——! 10, Each Contractor to inspect each sheet era . : > SN NG | | . a ram.t. adply bo. RES portion -of the’ sori Je of drawings insofar as it may NN ie) | WN NI \ . ) | | | d 4 (i eonflict oceurs be ork. ontractors. to eoordinate ' : \ IK \ | | | = ; yl i) u “akes 1 : . Ss. so no SQN | | | P| 1 Fj -eeuireven CAT et _]/ 11. IY site ‘development, putiding construction end. hand NOYES \) | | it 1 =| . are to meet or exceed applicable portions of Washi andicap provisions Dt | , NI , ! ! | | I a li : Stpagensts (WSBF Design), O.S.H.A., W.I.S.HOA nactetaet igo ese enl 0 c be at) | : . % % S | | i He Sode or locally amended count caw € gton State Energy c a INN | o | Etna ete., Loc ; erpart, U.B.C., U.P.C., U.M 3 7) Se, ~~ ! , § N= ste., Local Zoning Codes = +Cay UM.C.y NeFLPLA., \ \ es a > : | | . | { TF" , standards, (All cana da at? cae we to these codes and 3 t £ : a i ‘ \ - . ; +2 b¥¥ u CLO as adopt Fs . tks - NK NS > <a 5 | | 9 if (1 DurirsS | => ™ WA LL , ey Budd ing address to be clearly, visible. pte by local author ity). PA me] 0 \ HON NPS me \ | v} | ; Al ery No occupancy prior to issuance of Certifi : a ; 1. Spectal test labor : ertificate of Occupancy ; ah ; : | ; ( 2 SS > 8 i i ee webs inspection required for all site welding high ch : \ cmt a per a : Sa lting, and all structural c oe MEP CaRS UAEM eS ee 1 45. é concrete. ie : ue | T | l ; ot no aonerete when the anticipated site temperature ‘i aye é FUTURE BUILDING ExPAN4IOn : : : it i ste atest first #6"hours of curing tere ee b Z ' 3re pe juchee. | ‘ : e ne t ren m . by 300" x Zuo ' BS bs 2 eee / wp Ze cen even of field errors or omissions the Contractor s : a 3 n aN : sec -« fo LEA KEieHT | ; i * wie uh hae and make no repairs, without his appro , or shall notify be] SS bates A | | | ay . Contractot shall co-ordinate the work, of ce ex Nt a ! , | II . an oe inten ter ence between divisions of the work of all trades to avoid = XA TK “x é | ! | Hine i ae 18. Contraetor to provide all work, ‘services or teri * | \ \ \ - eee ss wee chit. materia 5 ‘ $ AN * : | ! ) ° Ml eiLep ve PP ress ay > ee 19 Se ae man operating facility. is necessary to \ \ | es ‘ r NAN | ! | | ee is Pat shall. apply and sedure all ocoUpaney, sewe ~ \ ANG ' | | ) fe } ectrical and other permits except buildin AB gag Siphon Aa KN WS N 3 , | i AL N PA By sad leet ps gis fees and posts bonds required g permits. He shall } yen i | | | - oe of; ; ee is ractor to provide ener < X ' Q | | a -* “| - Washingt St : . gy budget ealculations as * nr\ | a ~ | 2 ASPHALT C CONC. FAVIN pe ington State Energy Commission. s required by “ a Y | | | l¥ Ih \l\ OER. t! corrAcr2D aig = 21. Conerete walks to meet the followi . LS \ \K SEXON } | | | | Ml PINES vo a u" thick llowing: criteria: [XN X=) NJ | wh L \ | lk » NI fe | 5t.0" ck with expansion joints at 20'-0" o.c. and score joi \ ~ a Ky \ ! x — ~--t---. ~~~ — N , BS | N] Sone Bree awa ra . . joints at <> \ ; AQ iN \ ~ > " cr — Vo _ ___! yy ( il) aT oe _6G 5 C inage — % min., 3% max. IN My hy YA Xt 1 ~~ a — ‘ noubib eae _ F ie] 22. Gener al Contractor responsible for all ise O \ S NIN KAY | , N RED ALUM. STANDARD 5 =|: -- Faas 23, Repetivive features may be drawn o % cutting and patching. | \ \ Th \\ \ | u ) | | N / oe ae if drawn full, piles only once, but shall be provided as (Ya /- Ea . \ os 7% | - - ENN X Limits , \ | v th PERIPH - < t ) = canner KN Ne ive Os : Te ee ee ee | eet \ ‘ | Q ERALLY REINFORCED ACCESS DOOR ————— : We es ee , oN. Portable fire extinguishers’ per NFPA 10 and in construc ane © I\ s ke = = n | ) | re Il ; a = i a a Permanent extinguishers by Owner. in gonstruction sack, 5 za 1 \\AIN : be x T oly ; f | . ; ae ee oe 25, Suspended ceilings. to be designed for seis 2 we |. . maiesicieet | ' | 1 . or 390 axe oe | ned for seismic Zor A ewes AS prunenien esrilityeond. ecm | ae i cance | f an BRE: 2 Setetat tigangwutherisy Tor appro ns sacer top tien i, = IX \ AF a | r ; 0 Mee : htractor: anazl..catt the structural Y i NJ \) | } oy | ro ba | \ ) phe |_ 4 18 J 4o 7 a observation prior to pouring of precast ‘ esqinger’ for trex \ . \ | ; | | | | | i; | {oy | yi a | Nj \ cal CAS i | | of roof re pane and prior to a 1 : <I \ aN esd : Ll | t yo Pp her TEMPORARY rt | | tq tf h 1 yoy \ | ria " T ALUM. NUT COVER & ANCHOR BASE ae dai and as specified... pplication L ta ae [| | ji} | ipAwking, § | | | Rat | wade dG | 1 ! _— ° A 7, Geotechnical Engineer to verif , ; Na IS fe i | } ] | | | | } ! | | Tj] | | ‘ | N \ fl j NON SHRINK GROUT ' 3 sa footings. ; 7 soil bearing pr ior to pouring of i = ; XIN ; Tas ae Ee en i | | es | asta | = ae . Geotechnical Engi! = a (0) RR IEN Xs Fa —— Y ) NN Bie ae . i 5 i . pouring floor. cali stale cabled alta ba chic building pad prior to SR RS A 4 | | ! vw, Mt 29, Geotechnical Engineer to i — SS NOMA, _ \ oS ! asus : ~S ; (4A™ ov | | paving o inspect and approve paving areas ri e ' — : oat ~ . to | OQ ‘ | ; ‘ tL. | ~ p--4--- a | z : I == Se eno i its : | LoL Ae ee > prior (a | a De aa aS I} re - oe >) k 14 X 36 ANCHOR BOLTS’ = fe ‘ | 4 30, All roof-mounted equipment to be: - : h ~ . | -- ---— pes Me ; ’ s a. Curb mounted per plans Pf a NONSENSE SS * te ~ 1} lf ang [b ‘ 0 IK \ | | a ; } | b, Approved by Structural Engineer for. any beefin O ; b NS \¥ : ‘ | | 2 ‘ oh Pg because of mechanical unit loads sfing-up of structure — : | . \ONENE\ —_ - = 44, Provide mechanical ventilati 4 SB OE a, \ 0 . . 3 ; nee ation per Uniform Fire Code Ch : | Pa t \ Me | | | s 4" (\ $ \J | 2-0" 4 CONCRETE FOOTING Sie 33 ae ree aed — at 10,000 s.f. or less. = ro iN ‘i \ ‘ \ ——— — _ 7 _ it % " = th ps ; ydrants per City Ordinance +t La Sh 7 | 7 - ® rT 4 Q : — combustible building materials deliv ; : ~ operat tonal prior to — Lid IQ XN . 9 wi" Q s ETT 4 shall be approved by Fi ered to site. Hydrant locations Sr ees | | a ma. 2 4-%6 BARS VERTICLE aL 4 34. Storage handlé. : ae a amet | : (0) ea * \ \ x ¥ _ = 4 iW - ’ : — 70 . . ’ ng an use of combustibl . = ‘ fe \ is —— KT Uniform Fire Code e liquid per Article 15 \ e | ) a = 7 35, Provid we / K oS | NO _ _ Oo 7, X \) ry x : 2 € approved monitored alarm Ss stem er e) 2 . Cay a | | < - a G - 3 TIES HORIZONTALLY AT 6" QC.—=iTE a” dr nya approved hose stations sur bedicgies Sects ve eed Sophias ss \ \ ~ | . — 5 % : | 37. Fire sprinkler drawings. are bidder desi, ; quired. BR ee ; 1 r design and shall cc ¥ : xd | —_—___—-—+— Nv ~ — Xp N z |= | Fe) ‘és iii and be approved by Fire Department. comply with NFPA - N \\ | J - 2.4 pecan Sie +— pega BLL MATERIAL wile | (=) : ¥ ae + See om LD BE ST2uUcT, | : os ; 4 u 7 : 7 | Ay | a Ee Ik — THE ZO\-F ene Hee, THE = ne nee FILL APPEOVED by r , . | | + , x es | fe +" ae Kbion ite ee eee eee Jae ul tats GRANULAR MATERIAL = z \ : | & — _~ & - = T ee ) WITH ad mu - LL IL = KN S iv | t a \ 7 7 5 = t= ic PAVING APPROYED OFF SITE BAZ ROW Wikk cere Beem AN 5 a g ke - | a | 2, Bee a J ll f= & 6 . iN ee . pasate carr Ol ‘ | S j 3 a 9 sella i= t= wes SR " \ \ | i & — Oe eee 9 a2 J f rill —— es Tt N tS ON een | N § | “IZA Lier Tet VICINITY MAP res SB 2 K ROR | Is : “a aD Light 2sr4Hp4e se a | — pan S | \ —_+t— Ww \- a ° ‘ a | . \ ; q 7 7 - e: CE) ' ait i ba we ( a Ss \"=40' L \ q \ \ : | (Ny . : r — = _ a Bee |_| g ree veuty Gyre SIDE WALK A CESS RAMP 1 "es akad & \ . ig ine i A (aca i. = IN a — — | + ot 7 ¥ ( ‘ ? ; : eae Ss LISO™ST a4 , : z ¢ 5 RENTON VILLAGE Pt - NA . \ | ON PROP oe - | | i “4 | } _ Ko C WV SONGHETE pts ohm Tee “4 NO SCALE gee * wt} : Sa - $f < : . UJ \ NAB Me SLAW a Fd 16 | —- | 7 |; — —4f = URB - ba _— ae ee | \ nd LA: ” i , Tal ae <<“ ja é i > \ | om . a BQ? x 4a. g," 7 OuiL-D Ne ere I, es 2 it START OF RAD WITH PREMOLDED 1/2" EXP JO ae + sh, a 52; Boy ae an Bi. ‘4S 4 z > oo 2| § |, ITE SLI. rey a» | oh Oe NOC EEE 7 Fare 20 ro L4 CLEAL | ‘ | en ——{; » q TO A DEPTH ee io de & KNIFE CUTS AT alt iy ghia ye a g 5 2 A.B Be b aati a ret Xx ‘ \ . \ \ ~ 8 . wr 4 7 . . | - a a . Zon . n .C. a 3 i an i ; (f x e $ 16TH i jit AREA: 940,26 a \\ RRS “= . | A | t h——" “or = Hos (TYPICAL ) ot ‘ iis : i = oO ; uUxD FPL AKEA 31 d00e Se KO sy % ee i | \ de Z : Ean _ ‘- ry 4 ’ x “= . x | . f _ | f i ikea GONE ASB 16% SONNE YA Se : | y = VRE S ASPHALTIC - iF - ote oe lee NK ‘ NEN. “Y q ___4 x a wk yy COMPACTED MERKEL AR fae OVER a ‘ Det K a i. ° oe _ — + ; ri LL ul . QECUPANET | 64 ine \ NY en a + 9 Hah SOILS. REPORT. PER a eal CONST LUCT ree: Nee : \ NN ~ mtd 7 % > os 2 tal FI re bare oT BE ONAL N- 5 | N ~ |. on Vt 5 is he i Hiel< | ie ZOne THEEBK \O\ NON ; SS) | = Ly I Jt yey ee Bn I a aie ial - | N ‘ \ : Sg \ Ds! | 1h J a . iY Vi g" Seen of § ; kpee’ : : ; : m fi EE\Ce bad ELE = 1,142 a \ i- he \ | « | i 1y ih . Be Miieiser f J F3 ae ALY BR ree = VA : — ie Pe 24 2 ? a ‘ ae | it s ' “*s N = N \ Te 2 ge pare ag . aise " dj he 2%) oe, Xe, ra \ + ete aX. c. a \ | vv a - p i et ig : é ; Hi Le ome, = Zs an » —_ HOE Er tah is Sas Oe! a ia j . = PARK'S 1 IN k \ \ AN —_— In f\ * ee y i : 4 ™ WA Rie HO oF de = IRB NAY KA © ——.—f_ a | | : ” es | . Uh en gt ' 6,180 | 4%. > | ; a sat saapooter bet ote : Sno $1 PARK © 1/1200 - 4 : \ _—_ \ : a * | i «n | “~s (: = a a 5 Yr \2 Ri ae FARK G 2 NINN | i ae } _ _f ‘.* = 2 aa IH@ SHOWH = SA Nie a | a 4 “9 | | - SS \ i NO * s" - “Tf 8 ° ya 205, RATE 1 ALAS EA aN ~ | | | i wi eee] Ve f “4 ; | : +- P _ : x | a ° —+ i " 4 ree) on se ALAA \ Ly oy ro | Hts i yy ae = q J en = ' “ —ALEX sul Te ee | | : % —“|3# ™ YY) \ a ‘ = a Ne : ar eae F — Dick Lo te eee nige | | ~ 4 Ww \ : Hi ryt A} i ee il is % AGBHT poe One eee ee ON | | : ; Cores | hat in | | HH ie me3 pas BRP ee \. — + = eas ;™ 4 PAT RAN TOON | | . 5 7 i ar » if - th = +4 Ance MUELLES @ 4eere soe ) ee 1 as - — Na = = : ; J \. < \ _ ‘ N | — ae ! es) ce 4 32 ie ‘eS LC , ; one bear . pDEe<ien at am Pas bs is Be te ‘ : i S | eg | se . -. & zt p as tits bi 19TH Sy od haat 7 BGO Lb ANS a —- ; | 8 pd. BEM aN | Li i mi a 71 e | a Por = 2S : SNE | | ---— ‘eek | Sr leteereteiceial QT = \ | | e ) Ree ee pitas Ls o Wine K 24 an) ‘ciate bedi be —~- | -. whe TELL A WALL IY | . : | : pe eee (2 CAST - | ca ‘a 8 oe ad T Soma —_ {- = | - s PeormeevD seal Sf 6O-%) | al a eet ! - ---+—— 1 it V4Y IN - PLACE CONCRETE CUI 3 A r 2 OST ele bine = ee eo eae | ae t 2 | 1 el | ot RB sore aN th) | | | \ ie" : . ome — —}+- a - * UT IO AALS KOK AC eam fae ise | o > : . | , | 172" = {-0" -e os . seourArit Laer LAN] i nr wi: | eee | Oe ! | GAL DE SCRAP.T O wa ee = 250 \ ae ‘ | | — et afte } ! N G ys = |53BQ ara tT mae nn — ee i That portion of the no aa | pe rth WALUE OF FEL 4 5 RS or ! ay ¢ a ie ba as oer ones BAVING OVER Section 25, Township 23 North pote yey rh aa ay - : ‘ ! i : | — 7 | > . . t | | mn ® : ee ] | | L GeEANULA PILL W FINES of Washington, described as follows: , WM, in King County, State in a v | —_ = | | a cnr’ . ru aca arees aes tou. 2 K ; > ~ ee nei Dh XS ; | . | | | | | (ES i ! gl are CONC. cuRe W| Sooke je NS ng at the northeast corner of said Section; de a XN 14 € 9 = 10d [ ‘| Ce C e Uy, | S pata = Soren” Joints @ Zoo's, Thence south along the 0 0 s o's nN ! - ca aan 7 ae yf ae oo t L ] 4@ 4-250! 3 | I at right o and 180 feet south . , ee ‘ , 2 Bo | it | a ght angles to the therly, meas “ \ eh he 4, tt eCC4Asdw | = Ay sain ag! Me , +5 4 a * as — heey inte: trherle& ae | “wWL_éep ép6e ———— - ; Pgs See north line of said Section; Y» ured » * NX Y | 6 a a ' v CATO IN Mae ES i accra The ' IWAN || a8 PoFatob Tel | | ce 4 +4 —Nege 14 a gh ® — ce cute CG ob \ | ee eece ae parallel with the north line of said Secti c es 3 [Ne SON t Ee OD en SO SO Oe 2 | . | ofxo! li et 1 sae | + 19__|t 4' +k. CONC, SiDRWALL : | angl nm with a line parallel to and 20 feet westerl on 20 feet to an @ 10) 6] LON NIN RRR =a = fee ae Coe Ss | | | Po | bo to yf o| 4 Gupte Jaime @ Se! Ww] es to the east line of said S erly, measured at right 0 — | 8 a5: a | Ea | — J Oe eh trina the WeINte 6 Lone ; Bape : SER ony SOR SRS Raut Bete oF Pee eee! =f > , . + * — | : ene (O'be5 BO FINISH — Then , a LAno eacAre ” ae 1 tj | pena ——— |— Lil@kr LIS " ‘Et Soe ‘ . ; - southerly 1074.37 feet ad ee ae i mn 22° 23 40! w i ’ = Lo | y Ber pues Se Nagin hon J Saree esas axe 'Yio WWM L Wine westerly measured at right @ vere said line parallel to and 20 feet os OO « a ed cae gore os kes . reuver aeons. cui ff - ee aaa ie Se tee er ae ght angles to the east line of said mh % ‘ee ESS, : FAG. LE Bruivinie Gr fh are” S| go' NN) ae a pp Pt © MO Son, SOP tae alee a Section; QO ) ate Pike HYPRANT Exigte ea = 14/7! } po pa — ' ‘ * ths ; Pe penn “2e: ms oye Thence north 88°24'48" west 560 feet; 0 ‘ / ei ya wage iy ee 1 : : 4a Chor. . 4 1 00. ee ' : ie ‘ane ye 2 i * : | soreas : ae Ts Ry eee oe fe Ny Thence northerly, parallel to the east line. of zm 9) 5 t ad ; rr See jae ‘ mo or sa ‘- < Sfi4TS@ 12! PVC SANITA2 - a = : Hh eS eaoks ‘| “4 opie or less to the intersection with a line abe preg ern #- al ty: pant 0 f o B) S W a7th Y.SEwer MVE “a4 i et om the true point of beginning; a north 87°12'59" west <I () be a * = = 1] F Baile <n ey 2 | : = SE R E E 8 E —— “ t +4 BARS cONT — Pe MA Sets H aay ty Thence easterly, parallel with the north li _] c 6 & , 2 rer ge Te IF | ay = Sal 2 point of beginning. th line of said Section, to the true aA} g 0 xi4T'e 24" 1 ee es RS i aor 2g eo ¥ 1. L i: ‘ . =H = i] ™ “ EY ioT & 4 oan x at iam Zeawee ca TT ttTTTA i : , ' | = sus gear ganar conveyed to the City of Renton for road y 4 : @ Aim ‘ | LF er Recording Number 8401240272. purposes by deed sonineia , — saa LJ sheet in EXISTS Pine HY ORANT +a \ EXTEUVED CONCRETE cURB ' : ———— : CONCRETE & m : IDEVW/ALIc , = ae ) oe Ooi at (S?.095-8D LOOR =20,00 f= 44 6 , 7 2 5 ! P OR L {STUB TO TH MARK w/ STAKE. \_ 4 ‘ 4 ie eae - a ot Be >» DS Panag is os ‘e ie pe : . % lo £ CxS HF | a. 8 7. 4 _ S.S. CLEANOUT ‘- R.E. = 19.00 SES LE 2° 3-CO \ 3 nome S2SL.F~-_ B" SANITARY R.L. CLEANOUT sitoPe =/. SO% Sone Fy : R.L. 7. tee 0 Le.= 14.0 Re os = was : . = 12.06 .E5= 12.40. v LE. = 14007 leo \ IG Ee ss = LE. = 14.007, >- 2 y oc ge es pe Ss os oo ee em ¥ \4 ; | BF ge ‘ i FuTvee' @°SS-2 it : x SiS a @"Sse ee Te m e c R a A R r y Y 10 CT Y R ) lL ; . Leé- BRL. S.=17% PIPELINE i Big ‘1 1 . 4 Ws ue Ra s i a & concrete Pvt. (tvP)I 20 ' 7 | Lt 6.6%S OV. Se) | | | ee ee IO -" Ve 8.26 (se) = / A Ae 1 SOS" dae) SP ere ee oo 1945 Te 9.93 ce” 15.39 |-— es assis Bie “a . Al, : ! | 2 PART OF THE | ) BUMLDING PERMIT ‘2 SF ay & RL . 2 & ad | § o uw ny i ; 4a5 141 LF bo +4LF Sb @Osch (isc'oc) ] ore) ' Cre) 1 APPLICATION) CORI CW .) C.0%\2 (sv. LT) | 2.681: (aY.2) T.€. 1450 TE. 13.50 mas TE. 1450 / (1,eo role 1.6.41 | 7% . fi8 1.00 14.0 | = a 4 x : é . S 1. O % \ I@ O LF -B ' R L . {7 } a n . . . 1 lo = em Ge EST ee oe See x'@.lo : “ € \e? : a: % ~*~ F ~~ a ay. LRT a, = SOs ee ; meer CF wi — NO muta (estoy la 2 LE Se ZR eat (Sa"o B50 LE IL ce = 5% Seid eh ee 21.00% — ToP of SLopEe €o050% (iadiec) Ss pe ~ eines os 20.50% 6 14.50 ’ Se eis0% ©. 4)}— re 14,50 : 4 ee hae SE (ra) etait cing ee e iE oe fe FS mages (taG!0¢) Léa 4 (30") a3 LE. 11.00, —_—$_—$ — C12} spinners See ae ue) io SOU oe eG 2 \ bear at 11y— Ee ee ending WE, BS 2) = — io er — (2%) ‘ é wae a ee —_- (o>) » Pees bese nee NL , re —__—_ (6)- : Se a ig — aj _ a Se : : patna oo i Bete: os eee <@ | Uf ve. ceh« of (te) apr caeae AEB : pean WR, eS re) bis Sir aen ee siaeligadinimaa A es “ J a eter \ ee a iW OT | me ae ; ; 6. PR 0 Nee eee oe a+ Le x Zz Agcu PIPES Cont MHL) (sa! ¢) si AL A S K A DI S T R I B U T O R S | LEGEND it \€. Bot TE. te.50 OVERFLOW = 14,00 | SP E C I A L GA E O I N G PE R M I T PL A N Bs 9d ogee EXISTING conTOUe ote ak Sere Fa a 5g 2 | ol gael 54" en sas = 7 | r FINISH conTOUR ; mm : we ee - ae eS oewice = -“/e Ob. > ae Lb. EXISTING GRADES € UTILITIES : ae . 1 (see DETAIL SHT. cL) Sar eh GHownN PER Hie gm al Pcs oa (x te.3) EXISTING sSfoT GRADE SS MAP BY ARAMAKI [Ae x 15.35 FINISH seo GRACE DG. G a. -~--2---&--- RIDSEE LINE V2 * ‘ DRAINAGE SWALE tered MOING | PEM/T PLAN redo U S + ra A} LIMIT oF SURFACE POND : os s he 1-4 ~