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WA S H I N G T O N a -oeBE SPRINK, \ OD E G A R D OF F I C E BU I L D I N G RE N T O N Ne a t e , *< t e e v e s a m a r n i s a t n i TELE, Ny ba SS SS SS SS GD NY SS SN NE A GD GD ne en ee fo c e a co u m Gu a m se m e ee e co o m e Go n e : co c ME E am e Ge n e Se e GE E em ee s ce e mo as A “7 Pc t ee a t t t i e n 14 h en s a n n e n e n e n , ia re =f | | L \/ a3 / \ 8 ae an n y af | ne e A \ f as me | | | eé ¢ — - - — = — ct JANITOR /— Se fee eer FIIGROSS = ss tid omen hk - MO-1 137 /\ | " in| ors oe A Ll pat AA | YI ; dt | 1 PROJECT NUMBER: | PROJECT MANAGER: JM CH i DRAWN BY: PLOT DATE: , 05/30/02, 11:55am \ | JB " r@ © fi l SE pe ay , 2h Se e ee e ee he n oO © BQ | O == LEV, ELEV a EQUIP \ 9 \, t+ \ Q ve a vw ae TENANT IA 4250 SF if a on SI T E PL A N ~ AP P R O V A L BaytiS ARCHITECTS ~y \ Bellevue, WA 98004 A T 425 | 454 0566 F 425 453 8013 www. baylisarchitects.com | | | 1080! Main Street | ‘ ai Snnewanarenunerwannannmnecetinnnnunnenti n n n t i s - n n i n u n e n n n n n r i n n m n u n n n n n n a c e ee NN , MICROFILME! : WELLE \ | | oF LEVEL | FLOOR PLAN 1/8" = |'-o" Ls poor was | - - PRELIMINARY’ NOTFORCONSTRUCTION| = ALON SA-02-002 DECIDUOUS TREE PLANTING DETAIL Scale x = . i Drawn Bol Job Ze <4 Sheet L_-@ Of Sheets DETAILS ~ em 4" WATER BDAGIN = 2" MARK MULCH PLANTING MIX FINVH 4RADE- SOARIFY GIVER + BOTTOM oe PLANTS AT ; 8 1] ae ae MS ‘Ta, tt) SHU ] Ml Lx RAOTPALL DIAMETER, SHRUB PLANTING DETAIL COMPACTED PACKPILL 6 PLANT ZRIAL- A Aapranaae /CuT a TIE: Peck BURLAP Uecker FROM CBRL 7 OF (NO SCALE) ZBI WE des... 5 Bases a SUMNRSuuaD: “ps VY aAUAE WIRE, /2' Did, oe. 4" \VATER, BAIN A YARK MULCH PLANTING MIX (*) Oxi “wor ore FINIVH GRAPE Bernier ep § borin OF PLANTINa PIT STS = etal 2x ROTPALL n= n = = ) DIAMETER MIN, EVERGREEN TREE PLANTING DETAIL COMPACTEP DAK Fill oVET PLANT MATERIAL AT CRIAINAL erty, CUT ALL. NGS AND POLD BACK BURLAP & BSOKET FROM UPPER 1/2 OF ROOTRALL, (NO # CALE) 6" ig " WE Hi p —4 K V2 AANLocK’ (LD) ZAL WROD STAK Re, 4! WATER oly 2 BAR MULCH PLANTING HIX FINKHARALE- Re ie, J laadli oP : 4 iE a COMACTED BackF|lL 0 SBT PLANT MATEAAL AT ORBINAL DEPTH, CUT © AVOID ROOTRALL WIH TREE STAKE, (NO <cALE) GENERAL NOTES 10. HH. PLANTING NOTES . Contractor shall be responsible for familiarizing themselves with all other site improvements and conditions prior to starting landscape work. . Contractor shall use caution while excavating to avoid disturbing any utilities encountered. Contractor is to promptly advise owner of any disturbed utilities. (Location service phone : 1-800-424-5555) _ Contractor shall maintain and water all plant material until final inspecticn and acceptance by the owner or his agent. Contractor shall be responsible for computing specific quantities of ground covers and plant materials utilizing on-center spacing for plants as stated on the landscape plan and ininimum planting distances as specified below in these notes. Ground covers shall be planted in a equilateral triangular spacing pattern at the on center distances shown on the plan or in the plant schedule, Where ground cover abuts curbing, sidewalks, signs or poles, minimum planting distances shall be 12” from center of plant to curb, sidewalk, etc. Minimum planting distance shall be 24” from center of trees. Contractor shall be responsible for providing the quantities of plant the are represented by symbols on the drawings. Subgrade is to be within 1/10" of one foot as provided by others. New bed and lawn areas, as shown on the plans, shall receive a minimum of 2” depth “Wintermix’ topsoil then rototilled to a depth a 4”, Than an additional 2” minimum of ‘Wintermix’ topsoil shall be placed in new lawn areas, an additional 4” minimum of topsoil in all new bed areas. All beds to receive a minimum of 2” Sterrco mulch. All plant material shall be fertilized with AGRO TRANSPLANT FERTILIZER 4-2-2 per manufactures recommendations. All plant material shall conform to AAN STANDARDS FOR NURSERY STOCK, latest edition. Any replacements made at once. A. General: All plant materials furnished shall be healthy represeatatives, typical of their species of variety and shall have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigorous, well developed root system All plants shall be hardy under climatic conditions similar to those in the locality of the project. 7 B. Trees, shrubs, and groundcovers: Quantities, species, and varieties, sizes and conditions as shown on planting plan. Plants to be healthy, vigorous, well foliated when in leaf. Free of disease, injury, insects, decay, harmful defects, all weeds. No substitutions shall be made without written approval from landscape architect. 12. Provide irrigation system with 100% lawn and bed separation. PLANT SCHEDULE DESCRIPTION Qty SIZE COMMENTS ACER RUBRUM ‘BOWHALL’ MAPLE 6 1.76 CAL. WELL BRANCHED / MATCHING FRAXINUS AMERICANA ‘AUTUMN PURPLE’ ASH 10 1.76 CAL. WELL BRANCHED / MATCHING HFAGUS SYLVATICA ‘PURPLE FOUNTAIN WEEPING BEECH 1 1.76 CAL. WELL BRANCHED / MATCHING ACER PALMATUM ‘OSHIO BENT? JAPANESE MAPLE 3 7-8" WELL BRANCHED PINUS NIGRA / AUSTRIAN PINE 3 8-9" FULL / COMPACT THUJA PLICATA / WESTERN RED CEDAR 1 ¢-7" FULL / COMPACT POPULAS TREMULOIDES/ QUAKING ASPENS 10 12-14 CLUMPSIMIN. 3 STEMS (4) MYRICA CALIFORNICA/ PACIFIC WAX MYRTLE 39 6 GAL. FULL / COMPACT ® AZALEA ‘HINO CRIMSON’ 28 2GAL. FULL / COMPACT (pb), BERBERIS T. ‘ATROPURPUREUM! DWF RED BARBERRY 2GAL. FULL / COMPACT im \ \GALLUNA VULGARIS"TIBY HEATHER ) 4GAL. FULL / COMPACT / PLANT 30° 0.0. 8 90 /\clsTUS HYBRIDUS / WHITE ROCKROSE 200 2 GAL FULL / COMPACT / PLANT 36" 0.C. N% ae p) GORNUS A.'ELEGANTISSIMAVARIGATED DOGWOOD 27 30-36" FULL / COMPACT / PLANT 36” 0.C. (+) CORTADERIA SELL'PUMILA' DWF. PAMPAS GRASS 2 6 GAL. FULL / COMPACT @ = |ctematis 1 1GAL. MIN. 3 LEADERS / SECURE TO WALL HEMEROCALLIS / DAYLILY 6 1GAL. FULL / COMPACT / SAME ©) NANDINA D.;COMPACTA’ HEAVENLY BAMBOO 15 GAL. FULL / COMPACT F) |ratsia sAPonica 1 16 GAL PULL / COMPACT PHORMIUM TENAX “ATROPURPUREUM 8 6 GAL. FULL / COMPACT () PIERIS JAPONICAMT.FIRE" 1 8 GAL. FULL / COMPACT O PRUNUS L. ‘OTTO LUYKEN ' LAUREL 66 18-24" FULL / COMPACT Y) PRUNUS L.NANA’ DWF. ENGLISH LAUREL a4 30-36" FULL / COMPAGCT/ TRIM AS HEDGE fkp RHODODENDRON ‘ANAH KRUSCHKE® 7 24-20" FULL / COMPACT ifs € \ CORNUS STOLONIFERA/ REDTWIG DOGWOOD 1¢ 6 GAL. FULL / COMPACT / PLANT 4'-0" 0.C. | 45 THUJA 0.'SMARAGD’ EMERALD GREEN ARBORVITAE 4 6-6" FULL / COMPACT [4 CJ-— _- HYPERICUM CALYCINUMY ST. JOHNSWORT 156 4" POTS MIN. 4 LEADERS / PLANT 24” 0.C. aaa ©) VIBURNUM DAVIDII 33 2GAL. 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I I im l — Te : HL HATH OTTO ed ed ee be Dd Ld ONIG1NG ADIFAO qduYvVv54AdO NOLONIHSVM 12M LY ANIT Alaed0eid YI N O V M Ca V H O I d [ e s a 2 a | | LO A U H O U Y | Ca U a I S I O s d a S9 E C F HLAION LY SANIT AlLaedOaed REGISTERED ARCHITECT STATE OF WASHINGTON #3368 RICHARD WAGNER IM CH 57 pr MO-1137 4:. NO L O N I H S V M A NO L N a d OI N I G WA N G AD I s s a A O WA O U d d V CG a V v d D 4 j A d O NW 1d AL I S 05/28/02 10801 Main Street Bellevue, WA 98004 T 425 | 454 0566 www. baylisarchitects.com F 425 453 8013 LANNING iTON & i ER BaYttsS ARCHITECTS PROJECT MANAGER: y r RECEIVED PROIECT NUMBER: DRAWN BY: PLOT DATE: VELOPMEN pe GiTy OF A20 | Sh-0 2-004 EXTERIOR ELEVATIONS LS a M LY AN I T AL e e d O a l d HL A O N LY SA N I T Al a a d O a l d 1/8" = |'-o" METAL PANEL PARAPET ALUMINUM WINDOW SYSTEM MASONRY LINE OF EXISTING PRELIMINARY - NOT FOR CONSTRUCTION |/e" 2 |'-O" a 8 r I : t r r r £ I L I x. me +H I | ] I i J J I J ] I | 1 I I I I J J J I I I =a=k—— MASONRY SS IF L A HH A : ue tt i ag a g a g e NT U we e t e t u t e t s l u t a t s l lS TH E A Se a g a g e in s PP ee gg LH 2 nH he ag : ag a g e g e Ld it s ag e y s Se S T S ES Re t ri k ag a — Ny WU UN by if tj ee YY YH HI Lo u i e os le Ol oe by bt eS OY HH H ry LL LH Ly HH H ES Ly i Ky LY HH H ri a HA Hi g h t o n IF L A Ho a Ar i cc b+ Ry ki Lt Ly si s t s TL O L P L i ll oe le e ee ri fe ] ._ . *— Ht et to Lt WL Ui Li e HH H Hb ii s u HU ES ag e 4 Ap a p es L il i e s ry ry rq a qq HH H HH H HH H |_ | HH S LL rr WU UU HH He = BE E L Ly of tS tt sh u l a t a t a t a l a t a t e l c t e d n t c a s Ls Sm mt Rt ee e td he LY HE oo m Hi l l on Ol oe —4 _ b+ HH HA R A vi s c t e t c t c l s = WW E LU SU R U R ER E ES pe g eg e p e e u a g a g e LE bd be t be d Rb bd od Ld bd bt PU L L PL L LS BE E B E sa e = = 1 ] L " i i a a ar re i x I r r t r I x r I t r x T + Er— etd fad Sco Mhcma) Rael walle Moun! eons malas Saxecl ao onl tose Alexa waoelic bedlres Aimee halls malo Lome tac pat J l I | J US ie HH H HH H H H H H E Hi n Ty LU PL L LL HE ah IH Wh ag = 3 2 5 = UL HH HH hy bs 4 Wh Wd ey ed ee ed eS de Ly Py ty jj HH Ho na a ma Am n He i ag a g e ag a HW KH H+ by 4 HE S LI L ig n UE S lH = Pe j py PS fd te ag a ag a ig i g i ao n Ky to ag e g 2 g 5 Le LL Y ga HH H = TL Ly ag 2 5 2 5 5 HH S LL Lr Hh ul e l e l l HH H A ap s Ly 4 = BU S E S we Lt }4 Hb HY OH HH as SH A WW SE iu 5 uu r se == UU AR R AA iH LP L LL L UE S Ly ty Oe UL L ei 9D HH H EA aa 2 5 = jj | HH H EL mo o FA ne ta b t a t e l e We Le LS U ig n ag a e e Li 5 =z ss oe ee ee CU L E UP L PU L ru PU L L LA R ru HI ) ce o == ee En e ) i Se e s ee eS Bu be HH E H H H H H H H H H H H H E Li = Pe p e e t a t e d p e a d a t a t a c e d i i g n y CL L LA L L A cr e i i n ig = se n UL pe e ee e Lu UU Sp e e kn aa n ea a l HH H H H H H H H WW 4 UU Ur za t . HH H HH WH HH A N H A N Ly d =H HO R M HR E M 4 HO H HH O Ly Ly 4 ag a g s ga g e x HH H HH H HH H HH H bd ed CO L A eg a e e AS al a l a t a t y Lt HH H # Ha l n d e d g d g h g l g h g e g u a i g a q i a e y gl a R a d n l n e n g i g e g e g a g a g u p a g e g e HA ni g i = s Li ] HH H Hu l e d i 4 n Lu ES = HH HH H AH H H Lo | hi s ES Te HH H ne e ir 4 ah a a ae Ag e r Pu l a d e d ch a t , Ap l g l e d g l e e s be HS = LH R H HU H HH at ag a = = HH H H H HH HA H A H HI = HH H HA T H A 4 i i— — pe a b g b p l a d a i n d u d e l s i a d e a u i a l : pd e t a d n d u d u t g h e t e i a t s Lt 3 t— | — HH H H H MH HY HY HH HH H H H H H H H Ld HH H L- | oN ER I TH 3 : “o N x i HE ! L y na n | ri t } HH H HH H HH H HH H H H H H H a ag a (BEYOND) CANOPY/ TRELLIS AT—! BUILDING ENTRY J 2 a eee -——— METAL SCREEN FOR MECHANICAL UNITS 62 3 2 . 3 =3 > st e l e l s t e l s 23 2 3 2 5 = = GE R E R A V E T E R A R E R E R I R E U E R E R E T E R ‘e e Ol ee e Ol ee e ee at eS SO S HH H bE be te ba ee Le bb e ee t Le LY ag a p e MH H M U UL UU — HM eS bd he be dd De he ee = bt bd HH H HH H HH H HH H H H HH H HH H ga a ru ag i g h HH H HH H HH H HH H HH H | be t tt id ea e HA A MH HH Be he ee ES bY be be bd pe ag e s pi g l i l a l t a t a l s t a l i bs bf hd Mh HU H HY HH He et be t by bY id al e h s d a d a l s t i t s t e l e t e l a t s t a = bf fe t St si u i u t s t a t a t a t e : ry bh SO O OW OO Os a sl a d u d a t a l e l a d e t e a a d s d e l a t y = RG i S S BA ga g e g e g s ep a g e g e n e Re HH H HW Y HO H He ets x ai Hes Di aN 3 aU: RS a aren ita Hane HABA SDR OE AT Sa AM BD SOE T x r Re ¢ sean x Cet t ne tr x t if I i x x I BRED I (sao) 10 eS mE Hts HELPER cin WAM Asoc Wee ei se A PMN eH Se ONCE < aad aes. es at ea SOSH sel NER SAARI A HARE ; NN a Mb a ; ee SS "Sai BRAIN RA FORE 2 AON Nae» = anit Nn lc Haas oceans IN 8 wee We ON 5 soa oem» RR a eR Re | as ee See DM me en ane Beas RH ARN EE BET FS me eS ea ES ; ties a it r SH AICS eu x desma Putnam sa t got ot Ty = + Bae Ha de arta fe D ee HS Aa REREBE NOUS > SS RL > no x gate UN = I I a rt x Ra i + J J | I J te I I il | TTT eH Li i | ni g Sh a n o n L_ | Se | i jt ba d Pe 4 ba h te bb ee de ee Pd iT ] = A x i r I x a r r rr. x ‘" x I I ] | i i ] _L i I I I J ] I ] PUT SI x. t _ (kata a ok ae eS I I I I —J—F + | } i I | I J l i ae ae ee HH HH SS | ated J —- I J J I al J I i eal J I [ l J I J it i t J I I I I J J | I NORTH ELEVATION si s b+ by =3 > = 3 = Ha l a ri ti Hh H tH 4 Le HH H mo o r e ol oe pa i Ly jy i Li Lt Lf Hi 4 LUADYRUEADEOAEAIUI == EAST ELEVATION S—E + oe +o Fo Hi e SH A R Ly f4 HA R T i Hu LU . HH H H H H H H H H A H H H aa n HH H HH H HH H at s Ly ag e WE ma ma r qo Pe Hi n e ty LH ag a g a a e HH H Ly Ly i Ly Ly ty iy Wu eS LT LL bt by i; ni Ky i Ly e i Le Lt Ld yy We e ea Ha s s IT L L Lr a HH Ho 4 HH H by t u Eg a g a g a bq rt i bt bd et Re 4 F e 4 ga g a e i an ss eS ae ae mn fo c a tt t FT on Ol oo Ol ri i be d mt de y Sj ie eI Se ee ee . PARAPET -O" Is-O" O'-0" (401.0) Fl T.O 30" ROOF 25-0 F2 #3368 ms REGISTERED | ARCHITECT RICHARD WAGNER Zz | | U O Ze TENANT 2B = 0 | 2500 SF 0 QZ _! r 7 vy _I L OREN To _) 2 r O a N\ 2 =—- QW LL | aX: Ox ae ee ae a I rey - I TI tt I L2 = 100'-0" > 1/2 Li LF | * ig as | | | WNW ORE TO TENANT 2A : bo , _ {LLL 6550 SF Cc) F2 GROSS 9 tN t IO,425 SF PROJECT NUMBER: MO-1137 C ESERal ae: | . PROJECT MANAGER: ES if ¥ : . SI T E PL A N AP P R O V A L N aw — SE B MICROFILME fecun ft V LEVEL 2 FLOOR PLAN PRELIMINARY - NOT FOR CONSTRUCTION AIO2 LEVEL 2 FLOOR PLAN : ‘eran BA-04-2° SE 1/4 SW1/4 SECTION 10, TOWNSHIP 23, NORTH RANGE 5, EAST W.M. RE N T O N HI G H L A N D S El i z a b e t h Od e g a r d , Me d i n a , Wa s h i n g t o n 98 0 3 9 ROCKERY IS 3.67’ CLEAR FROM PROPERTY LINE AT NORTHERN POINT N Cc) ee © se ae & {Vv ‘ ” i _ a rs a: . © 9 CHAINLINK FENCE $ ” 9 Ee EMP aot MATCH LINE - SEE RIGHT BELOW Sha de 0 eo © spsog'tt"E 5° ES : ; . 7 LEGEND " 8 CEler ses es. op WO Omen Oe tO rp ae - RS) we Ve : EDGE OF ASPHALT & 4 O lg |g ee e808 eee ees eee ne Vso \ tsisse2 oP). ‘UTILITIES MAY REQUIRE St | g |Z PD Baede betcha ae animes _ 2s 8S 8 Bb nena Slee — san) ~~ ‘ i : ; ; RAST soak & ee 2 ee ie ne : ee ea [BORED OR JACKE we J EXISTING REMOVE PROPOSED | 7 pene © [ | : NN L al oe - TP 6 FEXISTING WETLAND | 8 . y ae | ROCKERY il. ae aa ‘| if # | . 1 | ues ER CLEANOUT {2 s es | Pig seme tte ARDS Mee 2, ; ee a : f ASPHALT PAVING os a PROPOSED 12” Dl WATER > i — 3 = [eee cs oF ) 2 eee mee | | ASSEMBLY: PER o | ft BE INSTALLED FOR SITE ACCESS. |’ Call | i STORM DRAINAGE LINE——sb—— ce ALL FOOTINGS AND EXCAVATION }s TO BE DONE OUTSIDE OF : a a before you SANITARY SEWER LINE "1 STD DWG BR2 * : Le } Pes WETLANDS. HAND EXCAVATION | | CI OF RENTON | TO BE USED AS NEEDED TO ; _ Dig. MINIMIZE THE IMPACT TO. THE SANITARY SEWER MH/CO “_’ © @- Se eccamemmmial STORM CB/MH aa a 2) 1-800-424-5555 UNDERGROUND SERVICE (USA) ED 43 LF /F A C E OF CU R B CE D G E OF A Lp fo QQ CONNECT 10 EX 8” BUILDINGS LLL, SV SANITARY SEWER MAIN F: Spee — oe : TREE W/PROTECTION (AER «J WETLAND AREA Ae 33] 4 aD 33’ | f |S Sa i] | CURBING =e ——— bg | WET TAP EX 16” DI 2 0 10 20 40 SAAN | {7/7 OUCTE IRON SHIEVES WATER MAIN PER CITY}: idle ’ WT AWG c AW] | 7 |= - eae ca - | | OF RENTON STANDARDS | GAS VALVE/METER Mm G ” oO PLWH WI WK WWE i { ( a a ee ee se Wi | | —— ae SCALE 1’=20' ) —T | | | 50° ROW. 50’ f.0.W. Y A CONSTRUCTION LIMITS — ee me e e poe uit Pi | . en | RETAINING WALL i = TO BE CONSTRUCTED FOR |: WATER LINE _* _— i mt FRONTAGE IMPROVEMENTS. |. a ss vt WITH HANDRAIL PER CODE |} Zz = [2 PROPOSED WETLAND |. if Y SLT = p Ie BUFFER (SEE ARCH’L) | | 2 5 i Als ¥ aaa NEW VERTICAL J} 4° S = $ | ER CI f P ALL UTILITY TRENCHING a ie TON WITHIN THE VICINITY OF STANDARDS | = THE WETLANDS TO BE ST, a: DONE BY HAND. EXTRA CARE SHALL BE TAKEN TO fe INSURE MINIMAL IMPACT [2 T0 THE : ROCKERY WALL |. (8° @ HIGHEST POINT) N >; 48 ” BI K E LA N E TW L T ST R I P E ak Cs aE ti r e 88 , ' 09 5 i — SS "S ao a =D a) _- - - o o O o O o O Tr ee e eC ee es n s | N n l y Ki p - t b . o w g , WA - S C P o w g , Ai p - a r c h an g , Me r s : Lo y e r s e l ’ 4- U N M A L S ? Ne e Pe i Sc a r e : be n AL O T Lo t e / l i n e ’ Ma y 24 20 0 ? 12 4 6 pm Be Wa Fi l e : KE LA S E DW E ra co) Qa = Zz < TR : “| PROVIDE BACKFLOW | | ss = - f to Le | PREVENTION INSIDE s fal = _ © el Od BE oe ra Yy BUILDING - SEE |, o | =) Dew ASPHALT ~FeN\ = = PR YZ | MECHANICAL PLANS ci} eumcper |) 8] My “ne < ia bie bie EES ake FOR CONTINUATION | - Hi | ka a & ° oes cucetereeimaesnell | CITY OF] RENTONE] im 7) Ra 3 , a | “yy | STANDARDS | Ke o + FIRE HYDRANT j weiesadareiae | = § SY ASSEMBLY PER |: ? / : @ * = CHY OF RENTON y | EXISTING J <— 5B NW ' 2 FIRE TRUCK EX~ ie ee a pie _ a anal ¢ TURNAROUND |) = + Mleaiggas inens oars = eareretlt I NP 7 | Cc —— uid SY ” & _ ~ \ > a —_ =| AT} ree ere [ PROPOSED nN | ww = Vg ERT oy | WETAND —/ | se N pion ; z Li oe , LE Se © | BOUNDARY \. EE % ~ as a scr" DOMESTIC | Mee Ray, (SEE_ARCH'L) | P cut ~ a3 =e (po BS : Leelee ll st] j\ C DRIVEWAY : : WHER SERVICE ee A TOP 399]62 [Nh ~ | Ff a a HIE 385.4 an ~ i s : | ~ - S LT NEW CONCRETE ; oN Ae ‘| SIDEWALK PER | | : Lect 1 CITY OF RENTON | | < # exe Oy}. = wea STANDARDS fy Zz Mieke: / < 5/5 5 | « yn | "ees | DONOT DSTRB | sconces =f Of | OS 274 EXISTING WETLAND |” SIDEWALK | NX = RETAINING WALL at | 2 | | FRONTAGE IMPROVEMENTS | BOUNDARY |. Clare tet | [-- Wms ~y salt vastness | iS | “ed 2 5000 CF WATER }-—~ . OZ ee, - | proPoseD |: | | Xt : al al & rg le We ke GS WETLAND =f. _ ° /+——— s lezl Sale QUALITY POND 8 S | } oi ss : : alle’ |g | | v 7 pe | BOUNDARY}: S 2—SSMH = 9 = 8 & Ed REP ERIE oMlh. Re) = i if N é ; } oO a |8 |8 |s {8 ALL age LL ‘ rE ss z iN i | ¢ | o/ TOP 599.04 >< ce p Luz Liz 7% g —_ > | S$ XK @ : ‘ : 1 ov ey Ss & FD ROD & CAP " ne le. > ee aE 2 18898 ON 2 | m Lu es if iy . mi rz OUIFAL TO. | ul? | 2 2 = CB . A = i mn EO Spl g FS TOP| 398.75 or 8 : EXISTING WETLAND J | = yl te | 3 fi — nial 7 ST ne Da A tite edeacilt Ads ‘ | : i = i : ™ Li m3 $ TOP OF DEAD — y z s Ig She sponte san Lue gh mi | = = SHED I - MI. We aM. we * ra 7 Al ALL LS ae | i = © & K . + £ “ © aS fea es S\ We ea Wa. ae ages ml! | ac EMERGENCY of se = | DF SPILLWAY OUTFALL fe. we I TN | L TO WETLAND ° PL Oe ALL oul gourd | wl onsen rama andy | Cae _ —— & (0° PHC canoe 7 ioe * © : " \ 6 o eg DEVELOPMENT PLANNING &C ays ae || | Fe & a ey CITY “© BENTON \ So ih => l _ | S A> gX" ROCKERY $88'03'59"E PROPOSED ge 4 aan a | | 2, ee MATCH LINE - SEE LEFT “ is Sea f 7a BUFFER (SEE ARCH’L) J: me ~ — : pe smeiata Ape | | NOT FOR CONSTRUCTION amis te — 2 ey dees dea : 5 | “<7 CB i ow , TOP 395.59 “t EDGE OF ASPHALT s . 3 Le ° KEYMAP RENTON HIGHLANDS SHEET Elizabeth Odegard, Medina, Washington 98039 NE 47H STREET (SE 128TH ST) COUGHLINPORTERLUNDEEN l () 4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION U ; I] i ’ y PLAN e fo) 217 PINE STREET - SUITE 300 P: 206/343-0460 2 SEATTLE, WA 98101 F: 206/343-5691 Fr o r e c t ’ RE N T O N HI G H L A N D S an-0Q-002 CL I ? Kr e l s . Kh p - t b . o w g , WA - S t P o w g , kh p - o r c h . an g , oy ES Lo v e r s e l /- h /= / Sc a l e : Vi e w LO T La t e d i i m e Mo y 74 , 20 0 7 12 4 3 pm Be Nk Fi l e : FH P _ CA S E DW C Pr o j e c t ’ KE N T O N PI G H L A N D S SE 1/4 SWi/4 SECTION 10, TOWNSHIP 23, NORTH RANGE 5, EAST W.M. DA T E : 05 - 0 3 - 2 0 0 2 FI E L D B O O K : PA G E : DR A W I N G NO : OF : SH E E T : RE N T O N HI G H L A N D S El i z a b e t h Od e g a r d , Me d i n a , Wa s h i n g t o n 98 0 3 9 SI T E PL A N RE V I E W LE V E L 1 RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 DA T U M ; SC A L E : AS NO T E D ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H | | SC A L E AC C O R D I N G L Y SU R V E Y E D : DE S I G N E D : ND L JE Y DR A W N : CH E C K E D : SC P AP P R O V E D : AP P R DA T E BY RE V I S I O N NO . LIMITS OF CONSTRUCTION AT PROPERTY LINE SU Or e MOVABLE TRASH INSTALL 55 GALLON | ff . PUMP. PUMP. "DIRTY" WATER TO SEDIMENT f. POND. FD ROD & CAP——— LS# 18898 ON 2 ay cy 1:1 MAX SLOPE” @ PER GEOTECHNICAL RECOMMENDATION 404 ” ‘ a 9 F i) 3 a ee 4100 zd ad ¢ 01 <¢ P—CONSTRUCT JEMPORARY es |_| SHORING FOR EXCAVATION | 7/ Ly /° | OF DETENTION VAULT. / va Lanett saemanoenniel SO IQ G mn i n . , 40 . J SILTFENCE TO BE HAND DUG. EXTRA CARE TO BE USED IN WETLAND BUFFER aeh. EMA eoicanesei ie oe if | yo = f * i BO T T O M OF EX C A V A T I O N 39 0 + CONSTRUCT “DOUBLE” J. SILT FENCE ALONG WETLAND. ae ee ws . tr CONSTRUCTION CLOSE TO f . Por WETLAND. BUFFER. CONTRACTOR Yo, , SHALL’ USE EXTRA CAUTION DURING BUILDING CONSTRUCTION. cei ~y Sos ee TEMPORARY STAND PIPE ; \J,~ ..BISCHARGE STRUCTURE 7 }. FENCING © ¢ | + at WE Wye. Sin, . a0) ae > AS ee Oy ay ee "CLEAN od INSTALL CONSTRUCTION S -W. WATER TpSwEnANO ALL LP 47) “INLET PROTECTION sae S(B TOP 395.59 WE 4TH STREET (SE CONSTRUCT TEMPORARY SWALE TO DIRECT "DIRTY ww WATER TO SEDIMENT POND. nn FUTURE WET POND TO BE USED AS EROSION CONTROL POND au REMOVE EX [2 TREES, (n?) \ a EDGE OF ASPHALT REMOVE EX TREES |. AND VEGETATION AS >: REQUIRED FOR yi Ones TIES | 6 | Lp "INSTALL TEMPORARY IE 30° CMP 394.37, “DGE OF ASPHALT yi ET R&C a sine oe a ot \ ic 19582 + CONSTRUCTION ACESS CONSTRUCT ATB <f DOWN. PUMP. DIRTY. od WHEEL IWASH SPRAY |. +] WATER TO SEDIMENT | ROUGH GRADE Y/ a PARKING | & BUILDING AREA ELEV. | CONSTRUCTION - d LIMITS OF +, /, Ye % oo ys io YA a ae “Whe ae "NO GRADING WITHIN TREE DRIPLINE LIMITS OF GRADING WETLAND CONSTRUCT “DOUBLE” SILT FENCE |. ALONG EDGE OF PROPOSED DURING GRADING ; mata FOR FLOOD PLAIN MITIGATION INLET PROTECTIONS. ta ‘G CB TC IZETH ST) 6 SP INSTALL TEMPORARY * TREE PROTECTION FENCING iNSTALL TEMPORARY TREE PROTECTION FENCING 495 MATCH | SE D G E ” OF AS B R A L T if 20 + INSTALL 3 9 5 ag oo ee x8 LINE ~ Sf as ~ LA N E ST R I P E TOP 399/62 AE 385.47 FE RIGHT 20’ x 30 BOX CULVERT BY | PIPE INC * CONSTRUCTION. PRIOR 1] TW L T _ ST R I P E 7 S0 0 ° 0 1 ' 4 9 ° W £. / TW L T ST R I P E en ] Cc "= DU V A L L AV E N U E WN . CU R B COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 | OT H AV E . EL 73 . # s 1 LA N E ST R I P E FA C E OF CU R B Di W EX 16 " os , %. FO G LI N E 16 " DI W x tit EXPIRES 01/23/2004 LEGEND EXISTING REMOVE PROPOSED TS GAS. LINE occa 0 10 __20 40 Wh INN . WW DYKE SCALE 1’=20' CURBING Se GAS VALVE/METER be ASPHALT PAVING CONCRETE PAVING Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) STORM DRAINAGE LINE——-SD-—- SANITARY SEWER LINE~-~--SS SANITARY SEWER MH/CO ~— © ie Ny \ 7 STORM CB/MH : FE BUILDINGS TREE W/PROTECTION #0 >< *¢ WETLAND AREA CONSTRUCTION LIMITS wari suse WATER LINE EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS 10 EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RENTON FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVEFED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN AN? AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24’ X 50° X 8” OF 4- TO 6— INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. — SSWH \, ToP 400.27 IE 386.87 \ 4 ; ™ sP-SSMH = TOP 399.04 IE 385.89 S K xo & f° * EX 16 " TOP 398.64 EX 16 ” pj W MATCH LINE ~ SEE LEFT NOT F-QR CONSTRUCTION KEYMAP RENTON HIGHLANDS Elizabeth Odegard, Medina, Washington 98039 TESC PLAN DEVELOPMENT: Cry OF RE RECEIVED SE 1/4 SWi/4 SECTION 10, TOWNSHIP 23, NORTH RANGE 5, EAST W.M. OF : 05 ~ - 0 5 — 2 0 0 2 FI E L D B O O K : DA T E : DR A W I N G NO : SH E E T : PA G E : RE N T O N HI G H L A N D S El i z a b e t h Od e g a r d , Me d i n a , Wa s h i n g t o n 98 0 3 9 SI T E PL A N RE V I E W LE V E L 1 RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . DA T U M VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 | | OE D . WG , 24 , Ae Kh o - t b . 0 w g , wA - S C P aw e , dr e r s : Lo v e r s e l ’ 2- G F A B L S P Sc a l e 7 - Gl yg = 5/808 = z9O ag 2 zl25% 2] |e a and ae . |. 8| Gs. a a= “3 a? lg G FA z x fe) * = oO a a n a prey a. 2 WwW = a Yn a a oO ad A. QO. < Lid kK ¢ Q > fan) 6 pr ko n e FL O T La t e ti m e : Ma y 24 20 8 ? fb Ni x i’ HH P CA S E OW E la l is 7. Mt Fr o w c t KE N F O N HI G H A M RE V I S I O N NO . | EXPIRES 01/23/2004 YY my & Vv zn" 4 27 P| | a CHAINLINK FENCE . a 4“? IE 30° CMP 394.37- MATCH LINE - SEE RIGHT|BELOW | | PO oe gS S8808I1"E ES ee e 2 EDGE OF ASPH | | | LEGEND =O Onecare ths oT v BC 400.3 ew OY 403 : -EDGE OF ASPHALT ~ | il i “¢ PE Gla Ce Gee So S SET REC 8] P| e | | i | - meee hcg hemanecarmeles er — meson) — 1 c 40128 = ee 1S 19882! g ! | | ade EXISTING REMOVE PROPOSED JR 405.50 | 4 y 4 i | § od ok | ; W401 5C } | a | ae | CURBING ———= le - L/w max oa | 2) e we | GAS LINE ¢ G QO 10 20 40 5a j LROCKERY |} $ . | ; . WT MIPS zak NEW ASPHA\ Of * TR 401 1 ih | USE BOX CULVERT TO}. ; : WN War PARKING’ LO a Gz sy onl. if 399 TR 400 | | CAS VALVE/METER ol bod > i © | <> i Ee NN) 400.80 , BW | BRIDGE WETLAND fs ” b] 44 - NE 2,8 e | named | }-—- — SCALE 1’=20 Fo ? ; 0 iia ASPHALT PAVING wie fo 5 i ————— ety + fem me eS HS | 20'x30’ BOX CULVERT BY PIPE : + , Is ae Ti of HE P+ INC OR APPROVED EQUAL TO |. CONCRETE FARING Call g hice el eg ia BE INSTALLED FOR SITE ACCESS. bs STORM DRAINAGE LINE——SO—~ —++-SD-+ a oueR Baar bi | o be aaa 4 ‘ad eds Fs ALL FOOTINGS AND EXCAVATION before you CLEAR FROM eo 8 | i _y / | Lena eee SANITARY SEWER LINE - SS. —HeSSeH SS PROPERLY LINE 1 sy eeeniene lg = | | TO BE USED AS NEEDED 10 Dig Ol [ee H “| &F ; i . @ i ; = oe Es = a 6 a 5 5 AT NORTHERN POINT | ~ rt y Pops id Pf pL ime) i" UWAIDE THE WEEE 101 THE SANITARY SEWER MH/CO eo 8 oo Tw 403.0 | es 3 Ped een = Vy, —- Is WETLANDS. STORM CB/MH r3 C3 ry - Pe @) 1-800-424-5555 BW 402.0 ds ~|— f- hs 9 / / 399.0 jue 7 = UNDERGROUND SERVICE (USA) b dt 7 | | ¥ BUILDINGS ‘eae a ; 33, + ate 33° 4 pan map aa ean / / | ey — nis ! TREE. W/PROTECTION CK a g ora ol a ahhp—* | el | 0 . a be tee 4 Sr 1 sf re 122 a (re A nee. oi [ Y le, ag ROW. > 50’ R.0 CONSTRUCTION LIMITS . Yo oy a | | [Retanne wal Y ; Y | TO BE CONSTRUCTED FOR |. WATER LINE W ial W b Vy oe SU Yipes : | | FRONTAGE IMPROVEMENTS | Y / | 8 ol AH. ! | | WITH HANDRAIL PER CODE RY PROPOSED WETLAND 2 4, oe | ae | ee ae Y 5 | eee & ailiren (ee RON Je 304.604 / LAY: 03. NEW VERTICAL $ | - me PL 3 Ae ie | . co OY ES LL A g/ MO [2 Ship” ee CURB FER CITY | | P ALL UTILITY TRENCHING Rs é e / g. de ¢P rl) OF RENTON WITHIN THE VICINITY OF —Y ; STANDARDS | = THE WETLANDS TO BE eg PROPOSED ae oh | = : DONE BY HAND. EXTRA | ims = + 7 7 | © CARE SHALL BE TAKEN TO |: ROCKERY WALL | yy 8 BLDG FF vl = a C1 i INSURE MINIMAL IMPACT | Ont MOST / ee oo Fe ra } TO THE WETLANDS. ly “y # = NEW ASPHALT =1N | MOUND SOIL ON TOP | ae Wa ; 204.644 ae Re St lye | E VAULT | A se Me y By S| | OF CONCRETE. nto CITY OF| RENTON cn | OTH a , ae a y STANDARDS Yj | x ile Oar A se 5° BIKE SY | tod j EXISTING}. a Ter x WETLAND oe os “a $ rah ap ee Y Yr a re _ a a “n 7 ao PROPOSED / Sf wu \ ft = ey | Y 394.54¢ / WETLAND ff a an ~ i 403/' § ‘Sa MATCH EX BOUNDARY ¥ = a ~ TW 403.0 = : A WSR, (SEE ARCH’L) / ee ~) oe BW 402.0 ! “ay ¢ wb . 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Be - at y HW , | : Cc} TO WETLAND re re . _ ¢ 13 | lee = ~~ i| ® ° | | , 2) 2 YQ : 4 ! a > Rac IE 10” PVC 392,96 OF z | 3 | a é nA “ND R&C | $ aol oP \ ° : | : ed i | Ss | ‘ oe _— : ieatioens 2" 9.8" nockery PROPOSED WETLAND | | 1 PS MATCH LINE - SEE LEFT ———— canna oo NOT FOR CONSTRUCTION _-CB SSS i | ELOPMENT FL ae ea +98 40 i | | OEM GITY OF RENTON JF. | j fi | : KEYMAP RENTON HIGHLANDS SHEET o Elizabeth Odegard, Medina, Washington 98039 = RECEIVED WE 47H STREET (SE 128TH ST) COUGHLINPORTERLUNDEEN C] Q? A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION GRADING PLAN @ 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 SA-OA-0U2 © o f t I S o a a - C a - N G C O C V SN O I L V A A 1 4 YO M s A L X K a A wo o sp o y u o u e s t ; A e q : MW €1 0 8 €S b St r 4 99 9 0 FS F | S@ L 40 0 8 6 WM ‘e n a e i l e d yo o n s ur e W 10 8 0 1 SL I T L I H D I U W SI T A V G | WAOdddV NW 1d ALIS wu d 65 : 6 20 / 8 2 / 5 0 LW LO T HD TA Z MI V W E C wf MA O D V N W W LO a f o u d LE L ! - O W MA G W N N Lo a l o u d NO.LNad ONIAMNG ADIFdAO quYv54dO0 NOLONIHSVM YI N D V M AY e V H O I er r | a a s e m | B9 t e # N O L L I N U L S N O D Y O L . 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H-Ws'‘n Sod 1ISaM LY ANIT Aldadoed Wnt REGISTERED ARCHITECT STATE OF WASHINGTON #3368 ie, RICHARD WAGNER MO0-1137 jl CHI 4:57 prm NO L O N I H S V M A NO L N a d SO N I A MN AD I s 4 A O WA O U d d v V CG e a V v 5 D 4 A d O NV Id AL I S 05/28/02 RCHITECTS 10801 Main Street Bellevue, WA 98004 t 425 | 454 0566 www. baylisarchitects.com F 425 453 8013 EXTERIOR ELEVATIONS PROJECT MANAGER: PROJECT NUMBER: DRAWN BY; PLOT DATE: CEIVED Ri CIT OF Rk DEVELQPMENT Fi D ET RR EE R ER 0 ES fo e EE GE E EE at 1S a M LY AN I Al a a d O a d HL A I O N LY SA N I T Al a a d d O a d E M ™ RO ad AIC \/" = |'-O" ALUMINUM WINDOW SYSTEM METAL PANEL PARAPET LINE OF EXISTING GRADE MASONRY MASONRY —_—- —— me ee ee Sc gagn oe me or eel —_—_— —— I ace capes SRE an eee em | A: NLS A ooo qewe mene ees eee ee ee ee ee ee ee ag h y ‘a o e HL ee n TL so e ee | ba et | Hh IH HH Ly by i y tS CH L HH L | ft bt oe il oe oe Lt bt ty | Be y HH HH fh TH HH H HH | HH de l e 1, a= HH H HH Se l e LT Li L ag i ag e ag e HE I N CH HH 1 te Lt TH A . 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Sa n a ag e PL L 9 | AE S Bi Py } Ey ag | al u d a t a l a d s l u l i t s l s l a t y L HI W W Ly ey i} 9 | = tH RS FR ] t- ] HH H wt s t s z t a i v i c t s = Zz Hi e rT H HH H HH ‘| HH A HH H r< I HH ig nn Z be e i Ls HA R A AA il i HH 4H | BB H H H H H H H H H Uy HU W z WL a Ly - Hi 2 = HH H H HH H HH H I g2 eS bh ca Be Ag ii la t e l y A hl AH H H rd =e | He a ag e a s HH i Ly Ly = | sl a l a t a l a d a d e l a t u t e t s ag a E e Bp a g s LJ | = WH E ul ay 4 ‘ Se H : Ue 4H tH 2 Li A M4 i) | HE HH H AH H H eS 1 2 oh h = HH IH H H H H H H ES HH I HE S Li 1H | | us s HU H = LH I WE LU u ' a TU = ul | iS H 7 it i s FU L T ES it t st | j= A pt | | | ‘| HH H (H H ES MH | Hi l t i= IH H HH ro d fe ha d 4 | | : | SN AN l es | Va . 1 = : | | 7 | r | = | (BEYOND, I p BUILDING ENTRY x r x zi -——— METAL SCREEN FOR MECHANICAL UNITS CANOPY/ TRELLIS AT MMT x x I x I t + tr t r x x | ! l [ TH | } i il | ‘aa | es l I l l x z ATASUAHAAEAIA I I I [ CI | | i t x = 7 I T x t t x x x 1 it T r r x rt L x t r - x r i} imal tI Lt IT _ cio = | a Ci yj a r x 1" t I r = I t x x r . x. x r na I “a TUTE EEL I I I it T r aa x I I I I i I | I l I J ! | | J I | So SS Se Sd ee I , i I I i I | l ! I I " im ; CRON I I J I I if ! I — eee eH ea a I I I I I I : NORTH ELEVATION I I i ! I ] it | I l J I | l | I I Hy 0 HT ta ’ at | HS i HH ag a g e 1 ht HH 4 HH H ie HH H } HH H ra SH H HE t I 4 = TL LP L a l TL = | is Ph ag a g e | | 4 Si e t e = IO L A | HH H HH H = io e => ia 25 - 5 2 5 = T pl a t s HY Me hd = mt LP L P ‘ ir Ly | Bp t e h e t a t a b o h e d a d a D a n e RL je l ag a g e | Be h LP L ip i g a e e | HH i HH Ly by jy | Ae CH HH H HH H is l= PL U LL L l HH = li g e e e n l LA L A it e at t s ts | i= — TL LP L se u e n e n T.O. PARAPET 30-0" ROOF 26-0" 0" F2 FI & O'-0" (401.0) A20 | $443 Sh-0A-008— { | xh eS? este. PRELIMINARY - NOT FOR CONSTRUCTION /8" = I'-0" EAST ELEVATION a “ Pa ao ve af sal a ano’ e “ ra Sis “Deke SY = ne, “an, —~, ., \ nnn ee eeacnenynernencnns woe ee » « wi m prd N S an * “ p, < OP22D oe x ~~! Be RE T - Es Ra #3 2 J WETLAND Ak \ A\DIWALK VERTICAL Cl Rosy WAL. oy aaa _ is 7 ISA ne A ae De (sf ; \ AS t o y y AG REVISIONS | BY FLAY. DUVALL AVENJE-NE (| 238 T a) : Na = = =) + RMcEpaE «IS Le DEVEL g La n e & As s o c i a t e s La n d s c a p e Ar c h i t e c t u r e 17 2 2 6 N. E . 13 4 t h Pl a c e Re d m o n d , Wa . 98 0 5 2 (4 2 5 ) 88 5 - 2 3 1 9 WA S H I N G T O N {C E BU I L D I N G ¢ I RE N T O N OD E G A R D OF LA N D S C A P E PL A N CO N C E P T U A L OPMENT PLAN iV OF RENTON RECEIVED Date &- \4 r 200)\ u } u Scale | 220-0 Drawn bel \ Job -O} 24X36 PRINTED ON NO, 1000H CLEARPRINT @ SE 1/4 SWi/4 SECTION 10, TOWNSHIP 23, NORTH RANGE 5, EAST W.M. 05 - 0 3 - 2 0 0 2 DA T E : FI E L D B O O K : Ne, — CHAINLINK FENCE : IE 30" CMP 394.37) | MATCH I nr a Ka a eo. | INE - SEE FIGHT BELOW One een ; aiamnetts ia $ Pog 2 EDGE OF ASPHALT | LEGEND 2 ee 25 : os oh Picea Pa " — _= ) | IE “| : i a \ \ ee al “ft OF : EXISTING REMOVE PROPOSED ie zy it § \ § m4 =~ a + H ee | & hk DR A W I N G NO : SH E E T : PA G E : RE N T O N HI G H L A N D S El i z a b e t h Od e g a r d , Me d i n a , Wa s h i n g t o n 98 0 3 9 CURBING fe) 10 20 40 B>G SCALE 1’=20' Call before you GAS. LINE ae RIM=399.00 IE=397.34 50 | GAS VALVE/METER mM Oo N fe | ASPHALT PAVING 20’x30' BOX CULVERT BY PIPE ae INC OR APPROVED EQUAL TO _ ae BE INSTALLED FOR SITE ACCESS. fe /_——}_ | ALL FOOTINGS AND EXCAVATION TRENCH CONCRETE PAVING STORM DRAINAGE LINE——-SD——— ROCKERY |S 3.67’ CLEAR FROM | | | TO BE DONE OUTSIDE OF ge : PROPERTY LINE oe it ED 2 || NETLANDS. HAND EXCAVATION eee se a D ig Abe es ‘ 3 , Ik : ; BELOW " Eu 3 MY Be te Tous to THe SANITARY SEWER MH/CO “) © » . 5 eek a sae ¢ ; ‘ Pee) . ied 4 : fs . Poly E 5 i ' i ea acon SL 5 Oe cal 5 FBP. cheg tM AONE ® | Lhe | 3 a ewe eee “ WETLANDS. : > . Pes eet 5 Oe Sy 7a Sn ee ee a Lad | CH ls = | eee RE STORM CB/MH boy _ A) 1-800-424-5555 ae ce we | Gd ee PA ; = aes fs | ; <3 | ° ‘i TTT CAEN UNDERGROUND SERVICE (US ne toa th otNeT M6605 LR is Fy. |S : BUILDINGS (£2 IWS ae) a ate Let £ a 33" [4 : l <j ee eel : j Zz ae i ~ TREE W/PROTECTION ( LETT LP PPL LN aA — CLA ULLELENME | ral fi WETLAND AR Pss< CBEG TYPE | t 47) | 3 AX YS, ZY é hy tps /. / th Of “, . : f — eo. : ; ic 2 i i , EA CONSTRUCTION LIMITS A Ss Ts. VF RIM=400.20 Yyypyyyyypp c ae - Ni, he RM=400.50 ¢° ~—-RIM=400.20 GY : IF=396.63 IE=396.82 is RETAINING WALL TO BE CONSTRUCTED FOR |. WATER LINE —7¥— Wa FRONTAGE IMPROVEMENTS BUFFER (SEE ARCH'L) |:\ RTICAL ~ §0 0 ° 0 4 3 4 ’ E ALL UTILITY TRENCHING WITHIN THE VICINITY OF THE WETLANDS TO BE SI T E PL A N RE V I E W LE V E L 1 / RIM=400.30 * |E=397.80 DI W DONE BY HAND. EXTRA fe CARE SHALL BE TAKEN TO [5 INSURE MINIMAL IMPACT fs TO THE WETLANDS. SER S o + a v —- me , \ EX 16 ° ROCKERY WALL |: (8° @ HIGHEST POINT) N + BUFFER fs AREA (TYP) fe / TDS eee ee TW L T ST R I P E 48 ” BI K E LA N E NEW AS | PAVING | CITY OF S0 0 ° 0 1 ° 4 9 " W ei t A ?= M W W N N CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . NS N ENSW7E yaaa ae an 3 é | EXISTING |) z is NOLES . Pp qo 3 ° ; Fa WETLAND Z ~ BOUNDARY |. [FIRE TRUCK JK. TURNAROUND | ree SR ai he ccna PROPOSED WETLAND | 3 ao PR VT ls Y | | | | | Q) , &4 >) PROPOSED WETLAND VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 BOUNDARY te = & omie - (SEE ARCH'L) | 7 | a iy j pag a i | 62 | MIE 385.4 } DETENTION VAULT ne Saezoontog? he INSIDE Divi (157'x20'x6’) fr (INCLUDES 15,700CF DETENTION f 6” FREE BOARD AND if 6” SEDIMENT STORAGE) IE LIVE STORAGE=393.00 | | | DRIVEWAY COCBABTYPEL ; (7, RM=400.30 0” H ie eee Gees i , 86 LF 8” (P E P @! S = 0 . 5 % ] | IE = 397.30 SIDEWALK PER x ene ; _ /\g yi ‘TEX 6” DI W Sy) 35 LE 8° OPER ee CITY OF} RENTON | «|| NEW CONCRETE iY : 4, CB¥2 TYPE Il - 60" FLOW CONTROL STRUCTURE SSRN | $4 , ———iaiaas 5 UL | ie | RIM=400.80 PURSES aan oy AOLLF 12” CPP SN s : P andl bog ie ! lE=393.00 ATES 3 Awe: 7he ee ae Shiu We SMe A ! aa te | i tego, a Sean: Se Sa 2 < < . a. queen | “e STANDARDS re c AS NO T E D ON E IN C H AT FU L L SC A L E | IF NO T ON E IN C H SC A L E AC C O R D I N G L Y OG LI N rh } = 9 HIGH | YA - S C P on g , kh p - a r c h . dw g , Ah p - . 0 W % G , eS RETAINING WALL | jit = 223 SITE no taal | : sl | Jt . “waa _[ ROCKERY WA T] on ee ire “Fr ae OO ° Nt? VETUND. | es +] To BE CONSTRUCTED oR | : i y= | | FRONTAGE IMPROVEMENTS | BOUNDARY |’ "2 DU V A L L AV E N U E NE . (1 3 8 T H AV E . SE . / Lo v e r s e l ’ F- S T O R M L S ! = At e l s : / Sc a l e : /- Ke w PL O T Da t e / T i m e : Ma y 24 , L0 0 7 12 4 6 pu n & Na Fi l e : KH BA S E D WC UR B _ € vu | N | | | z | al >| % 5,000 CF WATER += a Ss iy he WK, i - oe . o wy : oe - ae | SSMH P . |B] & si. QUALITY POND” | = bes > KS Ws : A We alle WS WETLAND fh, He od Il 1 4 TOP 400.27 S ee le |e |é : [4 = 2F Se oy <i —— Pe Sx * BOUNDARY Joy TRE at IE 386.87 7—SSMH i £ Q = 5 ef Seer RS RRR RS GUS BERT a i Q site “me «( oy % * SIM,” Feet : z We . \ Ge) (SEE ARCH'L) J i “y ‘ i 4 to a (8 [8 |8 |8 4. b Ne EF att at DY a : ; A iabbe ; | | X m TOP 399.04 = L . : , e ‘ PEE Pet hm Ns ed 2 i | Vv S fant tom > | S a IE 385.89 be ae " 2 G- , a — ~~ & xX x = ots < FD ROD & CAP] \ > eee St — if P Li = LSf 18898 ON & | : 3 FH & & i C — 3 \E=391.87 Fa a teed Te = S co al = il TH CB © C as QUTFALL TO. be ay fe § Els g Top! 398.75 a 1 C O EXISTING WETLAND Je ey ewe oe | a ze $ K = a aay Tee SE Ww = S | - oe 8 * “i, = a ps ar | Z ~ SDMHCB — i ENERCX,DBSPATER | TOP 398.64 . = SH Enercon ee ge EMERGENCY DF APMENT PLA SPILLWAY OUTFALL | = , ) DEVELOP YE RENTON TO WETLAND g | . e Ke) . a7 s & x -WED aan : £ 2 ee Bee ee RECE! | we PROPOSED WETLAND |: MATCH LINE - SEE LEFT BUFFER (SEE ARCH’L) |: tA ed | | i: NOT FOR CONSTRUCTION KEYMAP RENTON HIGHLANDS SHEET Elizabeth Odegard, Medina, Washington 98039 RE V I S I O N CB : —~ —<TOP 395.59 ed EDGE OF ASPHALT a a; - | ie NE 474 STREET (SE 128TH S77) COUGHLINPORTERLUNDEEN DRAINAGE CONTROL PLAN C1.03 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P; 206/343-0460 SEATTLE, WA 98101 F: 206/343-569 | NO . Pr o p e c t ’ RE N T O N HI G H L A N D S EXPIRES 01/23/2004 ay" -O2Z - 003 Ce SITE DATA - ANALYSIS EXISTING ZONING "0S" CENTER SUBURBAN [ Se e LU A C Z A) PROPOSED 6 FT HIGH |. TOTAL SITE SQUARE FOOTAGE 2. BUILDING SQUARE FooTAGE “) SECOND FLOOR (GROSS AREA) FIRST FLOOR (GROSS AREA) 948654 SF (2.26 AC) 10520 SQUARE FEET 1280 SQUARE FEET TOTAL BUILDING (GROSS AREA) LESS THAN SIX FEET (6') ..[4-Il-O60). * THE SUM OF THE GROSS HORIZONTAL AREAS OF ALL FLOORS OF A BUILDING MEASURED FROM THE EXTERIOR FACE OF THE EACH WALL, OR FROM THE CENTERLINE OF A COMMON WALL SEPARATING TWO (2) BUILDINGS, EXCLUDING INTERIOR PARKING SPACES, LOADING SPACE FOR MOTOR VEHICLES, OR ANY SPACE WHERE THE FLOOR TO CEILING HEIGHT IS BUILDING SQUARE FOOTAGE -\**")FoR DETERMINING PARKING - 21200 SQUARE FEET #3368 | REGISTERED | oe ARCHITECT RICHARD WAGNER SECOND FLOOR FIRST FLOOR 8835 SQUARE FEET 8571 SQUARE FEET TOTAL BUILDING {ORD. 4517, 5-8-1493 ..[ 4-1|-O60]. 3. SQUARE FOOTAGE OF BLDG. FOOTPRINT ** FOR THE PURPOSES OF COMPUTING REQUIRED PARKING SPACE, GROSS FLOOR AREA SHALL BE DEFINED AS THE MAIN AREAS OF THE BUILDING THAT ARE OCCUPIED. IT DOES NOT INCLUDE ACCESSORY AREAS ORDINARILY USED BY THE OCCUPANT SUCH AS RESTROOMS, STAIRS, SHAFTS, WALL THICKNESS, CORRIDORS, LOBBIES AND MECHANICAL ROOMS. 4. IMPERVIOUS SURFACING NEW IMPERVIOUS AREA (TOTAL) INCLUDES PARKING AREA 5. % OF LOT COVERAGE EXISTING IMPERVIOUS AREA TO REMAIN (\280 SF/ 98,654 SF) = 65% - ALLOWED 6. SQUARE FOOTAGE OF LANDSCAPING - (APPROXIMATELY) 1,412 SQUARE FEET 280 SQUARE FEET -O- Die 4Bly U,409 1% - PROPOSED INTERIOR (PARKING LOT) 2000 SF +/- BUILDING = |7412 SF/ @ 3/1000 SF= REGULAR SPACES ( @ 4'-O" X 20'-O" TYP.) BARRIER FREE SPACES ( @ |3'-0" X 20'-0") COMPACT SPACES (@ 8'-6" X |6'-0" TYP,)) 21 SPACES (32%) OTHER LANDSCAPING AREAS NATURAL AREAS 41300 SF +/- TOTAL (LANDSCAPING) AREAS 7. BUILDING HEIGHT MAXIMUM ALLOWED 50 FT. PROPOSED 45 FT. +/- 8. BUILDING SETBACKS REQUIRED PROPOSED NORTH (SIDE) -O- FT. TS FT. +/- SOUTH (SIDE) -O- FT. 142 FT. +/- EAST (STREET- FRONT) lO FT. 66 FT. +/- WEST (REAR) -O- FT. 80 FT. +/- 4. SQUARE FOOTAGE OF ON-SITE WETLANDS 13,400 SF +/- (APPROXIMATELY) IO. PARKING ANALYSIS REQUIRED PROPOSED 522 SPACES 64 SPACES 40 SPACES 3 SPACES OD E G A R D OF F I C E BU I L D I N G WA S H I N G T O N RE N T O N 3s &® DRAINAGE POND - RETAINING WALL - DUMPSTER DETENTION VAULT - L/ Sane eee SP SEE CIVIL SEE CIVIL ENCLOSURE SEE CIVIL [ a 5 W/LANDSCAPE FENCE- ) ~ 16'-0" AT APPLICANT'S \4 eae wee es etn: ls Soe hats cis! SA a ee —,. > oe Kb arse yeaa 4 Si hie ae 7 mee ye. sme: gE hing Sash ate ante Seiler ue ee AIG EI RAC ea LO ag HC NNR, oath es aa a / : Aye / | / 7 / eee a Ppa pee ee ho CO Se See Pky ae Paes See Pees a eo! SS we ree oS —T ye i / DUMPSTE SP EM Se y é LL of WES 4 / ae ¢ VY, a7 4 COMPACT @ 8't6" 3 SID. 6 ato" a y f ED. Af, Lge A / Z ' Oe Vy Y Gy oe iO MUN ; ‘Q AL, VSS ff Li nh Y yy yyy isin /\8 13 GMs LLL, Lg GO With: i | Pa + +— | 4 EEL ete te tbtiet © SEMEL ALLE A CS ares! LA LAE Sy CAMARA, we: MA AP ek Ease i mea ee aie cae oe 3 rs / i \ \ ¥ \ ee o> tS a a ‘y ] fo \ \ \FIRETRUCK TURNA | rg ne) gl ae | \TYPICAL 12! POLE gaan 3\ So" ao" | | 2640" eee oe ee ee | wii MAO. ae | ~y UNTED LIGHT | r \ — - ae ti | - URE ON 30" CONC. BASE \ Spates a oo —— e | \ fe :. f Ne : > BF * { : a ° f XS at _ 5 ip > P< 7 / EXISTING| GRADES (TYPICAL)- | o - < \ an 7 | SEE CIVIL | : i i a ie vs \ i \ oe * jf | 4 SPACES PACES @ 4'=Ot_ ‘, : re i I < = | Fayed ahve ep ware : DN Ee \ big Peis ,— PROPOSED GRADES (TYPICAL)- .s——-— § / 2, & SEE CIVIL nl 9 : — 4 { = ; rt <iit g ‘ oY ! oe th % 7 ; Es Fs 2, ' le 20'-0" 0" DRIVE 2 ‘ied \ op Rar: aed i= | ? ° is v oe ROCKERY WALL - FS hey SEE CIVIL gy i 2 \ ! a 2) Ml ¢ SN > { of F Gees = 2 te DN / pe <i A % eee oN Ae BE e 9 ey rt : dD 7s | f ee. 7] = fs ey / LOOMS om j NORETE WALK - I, ae / __—_ SEE|eNWIL Br \ ° 7 ie A —\4} / : f \ ‘ 7 | my, Se: eee Cone v Px: | ra \e “a oa l a re \ > | ‘* a ieee. 2 g \. (ap 7 ee ae, (a) | ates b oo a, + ae ey ' Wa po sere ea : 9 \ f - y aa u > \ : Ns _1® \ A ee ! | A qe f | a, LA at Kx Koh. ~~ % | | ee 4 Paes ae ie. . BS | | | ; + ome 1 oa | } a a Bs = MONUMENT SIGN 3] = Z 5 a ~ WV Fn ne oe aeeraciesarantteraromene LAE Wastes. od fo DRIVEWAY - a SEE CIVIL 25' CURB CUT PER CITY STDS. 24'-8" ‘ OT we ee - 1 _ emenditemanen ‘spe Atipaamtiote \ \ q Spe soak eee ene noe le ee \ , pret a3 ‘ 3 —- = \_(IBBTH AVENUE SE Bah a ke ee f ee . e 16° DI W 7 ” EX 16” DI W - * S BENE OF OUR cs cxse specs op cnssnsiorsaticc si cain asimmeanpgdmumaviammunsienanemenmnaaammmmecnnncncnn cn nN Ae | é ~~ SITE I" = 20-0" o) lo 20 40 LEGEND - SITE AREAS WETLAND AREA WETLAND AREA - RELOCATED WETLAND AREAS RELOCATED EXISTING WATERWAY TO BE RELOCATED WETLAND BUFFER AREAS - os ge TO BE RELOCATED ADT? ieee WETLAND BUFFER AREAS dai We Ago rt ARO ELE PROJECT NUMBER: MO-1137 PROJECT MANAGER: JM DRAWN BY: PLOT DATE: 05/28/02. 8:00am SI T E PL A N AP P R O V A L acs esc oa ip MICROFILMED DEVELOPMEN RchcR ice CITY OF RENTONNING RECEIVED ar cts BAYLIS ARCHITE {0801 Main Street Bellevue, WA 98004 T 425 | 454 0566 F425 453 8013 www.baylisarchitects.com SITE PLAN Sh-02-002 PRELIMINARY - NOT FOR CONSTRUCTION AOO! EYhbt 43 #3368 REGISTERED NS | ARCHITECT | / SITE DATA - ANALYSIS \_ovee mon STATE OF WASHINGTON x! N "C5" CENTER SUBURBAN |. TOTAL SITE SQUARE FOOTAGE 90654 SF (2.26 AC) RICHARD WAGNER ao 2. BUILDINS SQUARE FooTase gs DRAINAGE POND - RETAINING WALL DUMPSTER DETENTION VAUL WALL a “i ee cei & - - O T- ROCKERY LOOR (GROSS AREA) FEET SS ste CML SEE CIVIL ENCLOSURE SEE CIVIL ae CIVIL PROPOSED 6 FT HIGH eet oon ae = WLANDSCAPE FENCE- TOTAL BUILDING (GROSS AREA) 21200 SQUARE FEET eo UES Geli © THE SUM OF THE GROSS HORIZONTAL AREAS OF ALL FLOORS OF A efter: Ap Lee ene ener lide cers _ pepe nap lag tent Lr AS = comme oe ae _— ns ae : r: FROM THE CENTERLINE OF A COMMON WALL SEPARATING TWO ral ope age eee po. Mi aneas \ » UNE SV syrwy Poss. Re ee he See - ——- BUILDINGS, EXCLUDING INTERIOR PARKING SPACES, LOADING SPACE FOR “i, i i — nen © 0 nn ee ee @, t MOTOR VEHICLES, OR ANY SPACE WHERE THE FLOOR TO CEILING HEISHT IS 400 : ree a aE Seen arse a ead mi an LESS THAN SIX FEET (6') .[4-II-060]. WA a Det ph a7 oa | Se ILDI Footace S*")r INING PARKING - O O ‘7 f Y) 3 STD. SECOND FLOOR 8235 SQUARE FEET - “6 , FIRST FLOOR 8571 SQUARE FEET Z 77 ! QO Nd Z Z, 4 f+ / TOTAL BUILDING [T4I2 SQUARE FEET —e f ; ME VINDIII IA IDI AIT II IIT RL O77 S LUITINIIITT ITT TP ESAS ELL 4 | ** FOR THE PURPOSES OF COMPUTING REGUIRED PARKING SPACE, GROSS Q QO Z | We AAA REAM CAEL ER EE ELE { Rhames nae ies Ah leche le lihata LAE a idle oe eee FLOOR AREA SHALL BE DEFINED AS THE MAIN AREAS OF THE BUILDINS fi g J a: li "0 2 re 7, THAT ARE OCCUPIED. IT DOES NOT INCLUDE ACCESSORY AREAS lad | L ° FIRETRUCK TURNAROUND “#0 f~ ' Bala a % | TYPICAL |2' POLE ORDINARILY USED BY THE OCCUPANT SUCH AS RESTROOMS, STAIRS, Y) fl \ 15-0" q'-0" selot ws 50! ieee | 54'-0" | ge 3 TED LIGHT SHAFTS, WALL THICKNESS, CORRIDORS, LOBBIES AND MECHANICAL ROOMS. asi J) —t a | ————sa | POCURE ON 30" CONC. BASE lORD. 4517, 5-6-1494} .[ 4-lI-O060} ~) < — a rig af ee ak on 3. SQUARE FOOTAGE OF BLD6, FOOTPRINT 280 SQUARE FEET $ K+ | 31 K BF fan JP % \ NI Riv [7 |* > .. | EXISTINS| GRADES (TYPICAL)- 4. |MPERVIOUS SURFACING | | j Fa m4 72 \ NIB Ps g SEE CIV! EXISTING IMPERVIOUS AREA TO REMAIN -o- OY 4s — > \ stat : NEW IMPERVIOUS AREA (TOTAL) 26,4 Xe oF LL BPACE® @ 4'-D ty 6 SP ~ b 4) ht . g INCLUDES PARKING AREA (21,900 s¥) ( ) | S F i Zz N SEE LANDSC KS 7 » PROPOSED GRADES (TYPICAL)- 5. % OF LOT COVERAGE _ (\I,2B0 SF/ 48654 SF) = 1% ~ PROROEED O — SEE LANDSC, ih — nd B SEE CIVIL . ‘aie LL O i - = e ny 6. SQUARE FOOTAGE OF LANDSCAPING - (APPROXIMATELY) LL @ \ si 2 INTERIOR (PARKING LOT) 2000 SF +/- Zz \ &, ts \ OTHER LANDSCAPING AREAS O Lu = = iaas : ie : NATURAL AREAS 41300 SF +/- (ed wen x i ae }+— mainid . 20-0" 0" Jeet APH? 1 4 _| DRIVE ! | % nC Oo ‘ 3 = > > ae 7. BUILDING HEIGHT ‘ 360) 39 Neetg — C E a ! MAXIMUM ALLOWED 50 FT. Stine \# aa = de ROCKERY WALL - 3 PROPOSED 45 FT. +/- _ (peg = 2 SN aoe cn a ®. BUILDING SETBACKS REQUIRED PROPOSED 3 a ee i lear Ni bo | eNnRy y 4; | / | NORTH (SIDE) -O- FT. 75 FT. +/- e % @ é v Ce . TTT jaya] PAA ss SOUTH (SIDE) -O- FT. 142 FT. +/- - By ha Fi yy | F g EAST (STREET- FRONT) lo FT. 66 FT. +/- % é &\ - 4 XK \EY a i? J. \ Aly WEST (REAR) -O- FT. £0 FT. +/- ip ~ : i 4 = ' : = VA BF z / rt 4. SQUARE FOOTAGE OF ON-SITE WETLANDS 15400 SF +/- (APPROXIMATELY) ‘ 7 —— | SS \ ; ad * | ‘ 7 | . lO. PARKING ANALYSIS REQUIRED PROPOSED is i / | WALK Ae) ny es v hy, NI = a / Ky SEELEWIL BUILDING = 17,412 SF/ @ 3/000 SF= 52.2 SPACES 64 SPACES 4 » % v V v v | ee. jf | REGULAR SPACES (@ 4'-0" X 20'-0" TYP) 40 SPACES : Cy oh F BARRIER FREE SPACES ( @ |3'-0" X 20'-0") 3 SPACES ot NY NY NY NY WETLAND LNG z =e COMPACT SPACES (@ 8'-6" X |6'-O" TYP) 21 SPACES (32%) : Vv wv AREA, DF sea AREA (4,212 SF) Ps ° ee | / | Fo ; Py TO BE RELOCATED | e P oo - ECT NUMBER: MO-1137 C) 0" one v Vv V Vv v Ik] SE HL y ff | se yy ‘D. # WN HATCHED et al A ® PROJECT MANAGER: JM m7 Vv Vv ae ‘ig “te a a DRAWN BY: fae Ll / LEGEND - SITE AREAS nipeitiet unis sna T-q' Tt > —— too ss > v v v v WETLAND AREA l i f | e | v wv wv | : , | , 1 ‘ EXISTING WATERWAY 0S = Z \ oi \ , = ~ \ WETLAND AREA - Ap2,; 4 i /D % {~+. i TO BE RELOCATED HO4 | 3 > Neel ’ l ; > . | RELOCATED ADGO ++ OW ett le, i, 3 \ WETLAND AREAS “wv ad 7 > l ! H } LU I ae | O. | Le WETLAND BUFFER AREAS - APTI. — te . r TO BE RELOCATED QO. f] | -—~ i SS | a —P og Y) <{ - a - 77, RELOCATED .. a = _—MONMENT SIGN YY PETAND BUFFER AREAS iy) {1 54 : 4 ¢ im \g BE =O cess Al a a suas cr ee 7 —= W W —— =f eg queer eet Coheriontant ee it _ DRIVEWAY - GEOCE OF ASPHALT Cc CG Eve O 25' CURB CUT —) PER CITY STS. 24'-0" Baytts ARCHITECTS DUVALL AVENVE-N-E ee aah: obras as : T 425 | 454 0566 ! ai — sunita. _ _ F 425 453 8013 ore \_(IB@TH- AVENUE SE.) vw ecom n / 4 A AINE: = TT oe y) MICROFILMED Th aaa sagitarnaissuammmnn aautonanaicsnaan X . re SITEERLAN, 2 oj: i ee Snes: Sue Bae ae — ——____— : X 16" DI w CITY OF RENTON os ~ \ / \ 7 athe SITE PLAN ee RECEIVED Sh-0a-004 My, #3368 . , , ae | SITE DATA - ANALYSIS \ owe wom , 7 - STATE OF WASHNGTON Po | EXISTING ZONING "CS" CENTER SUBURBAN i PS wife me WE od ag |. TOTAL SITE SQUARE FOOTAGE 48654 SF (2.26 AC) RICHARD WAGNER (*) 2. BUILDING SQUARE FOOTAGE . ga SECOND FLOOR (GROSS AREA) 10904 SQUARE FEET s E T ROCKERY WALL - FIRST FLOOR (GROSS AREA) 11664 SGUARE FEET 2 er DRAINAGE POND - BETA WALL - all as VAUL See GIA La rigeed eee TOTAL BUILDINGS (GROSS AREA) 22568 SGUARE PEET an es se aN cr ne ence wom, Anere oF Al Pons 2A _p* BUILDING OR OR ee FROM THE CENTERLINE OF A COMMON WALL SEPARATING TAO (2) woe : . . a BUILDINGS, EXCLUDING INTERIOR PARKING SPACES, LOADING SPACE FOR vanes ai a tenes is aches eter di tonnrin cnet xs ences ama ni MOTOR VEHICLES, OR ANY SPACE WHERE THE FLOOR TO CEILING HEIGHT IS Mee nncd me gpl ip ge th race i as a LESS THAN SIX FEET (6') .[4-Il-060] (5 rd ! Ca ee oe ? ] : = és . ‘ ; ' | Re A O alt abo” | 14 SQUARE PEET ‘a ee “a a = Pi. { FIRST FLOOR A171 SGUARE FEET ve Septe “I © | 3 , TOTAL BUILDING | _ 10401 SQUARE FEET ae mee vary P ** FOR THE PURPOSES OF COMPUTING REGUIRED PARKING SPACE, GROSS ) ‘al a) ya Sy \g-0" -0° — ‘ FLOOR AREA SHALL BE DEFINED AS THE MAIN AREAS OF THE BUILDING aoa : i | es ~*~ 270" ' THAT ARE OCCUPIED. IT DOES NOT INCLUDE ACCESSORY AREAS - CY | ‘L ee fo AUPP OMAR retort ecce rc eter ees ; . TYPICAL |2' POLE ORDINARILY USED BY THE OCCUPANT SUCH AS RESTROOMS, STAIRS, : Se. hE \ MOUNTED LIGHT SHAFTS, WALL THICKNESS, CORRIDORS, LOBBIES AND MECHANICAL ROOMS. = < a. 2 ‘ ‘ JORD. 4517, 5-8-1445} ..{ 4-11-0601 oO a0". ' \ tal FIXTURE ON 30" CONC. BASE “") tof a oh = ant 3. SQUARE FOOTASE OF BLDG, FOOTPRINT 664 SQUARE PEET s tu z — a lek | aa ; ra [— ; ==. - , a vr . o | Ne | 9 4 ye ; of _|i | EXISTING: GRADES (TYPICAL)- 4. IMPERVIOQVS SURFACING Lu ‘eo \ Ry adi | v 2 aH | iT SEE CIVIL EXISTING IMPERVIOUS AREA TO REMAIN -O- Le y ; $ S nny 9 : NEW IMPERVIOUS AREA (TOTAL) M200 SF (046 MX) ‘al Li ¥ \ iN nm ee | a Wy i 6 SPACES @ 9-9" \ 9. INCLUDES PARKING AREA 23200 SF +/- | ( ) 7 crt tetas , tt fi i? wn = » ALLONED 1 f —" I fp PROPOSED GRADES (TYPICAL)- 5. % OF LOT COVERAGE _ (II664 SF/ 40,654 SF) = 65% - O — O : SEE LANDSCAPE 7 bot v 7 SEE CIVIL . LL. (TYP) ay | act »|® 5 ’ _ = aa ror, Blo . , l 6. SQUARE FOOTAGE OF LANDSCAPING - (APPROXIMATELY) LI , ——— TA 9 i ( cay a INTERIOR (PARKING LOT) 2000 SF +/- zZ ) | oH q Ee OTHER LANDSCAPING AREAS S500 SF +/- O LU . ft | HL " n : t NATURAL AREAS 41300 SF +/- la | ! 2 - ih photo eo | | dL 2 TOTAL (LANDSGAPINS) AREAS 56200 SF +/- \- ‘i _ he CT Porve {Tt = 1. BUILDING HEIGHT i a arn : ‘ ‘ls . BUILDING HEIGHT i . be i C A > | MAXIMUM ALLOWED 50 FT. # t yetep 1 | ‘ran “eo; he t ROCKERY WALL - | actions rts Htthi J = ghee a | Th SEE CIVIL ®. BUILDING SETBACKS REQUIRED PROPOSED ut ise LN ie até i i rt entry ¢ i : NORTH (SIDE) -O- FT. 1S PT. +/- eae th le [Pinar ti praza |] 8 | SOUTH (SIDE) -O- FT. 182 FT. +/- ba 4 faea- re Eran il 8 EAST (STREET- FRONT) lo FT. 66 FT. ¢/- a a ml ie WEST (REAR) -O- FT. 80 PT. +/- ny i- t & ; : ei rt 4. SQUARE FOOTAGE OF ON-SITE WETLANDS 13400 SF ¢/- (APPROXIMATELY) Ie Aeeagae peg ennee ’ i eo ' a3 , ) ne | : no 7? SEE CIVIL BUILDINS = 18,041 SF/ @ 3/1000 SF= 54 SPACES 10 SPACES A : 4 : : REGULAR SPACES ( @ 4'-0" X 20'-0" TYP) 46 SPACES Pig ty hee BARRIER FREE SPACES ( @ 13'-0" X 20'-0") 3 SPACES = " BS, é Q COMPACT SPACES (@ 8'-6" X 16'-0" 7») 21 SPACES (30%) } a 1A ! a “oS WETLAND BUFFER . " - eos : OD a : . ARPA (5522 sF) PROJECT NUMBER: mc 1 ‘ ~ = As, TO RELOCG i oy. 7 ANSE: WA, : . F ee ? © \:| SF ‘ ; DRAWN BY: | en ee Cee . | } LEGEND - SITE AREAS oun se \ : . « . | WETLAND AREA : 9 - (3 4oe 7 v : F e ' f EXISTING WATERWAY BIR. | oad WETLAND AREA - ncn TOBE RELocATeD ole RELOCATED lea cy tt + re a li TTY «WETLAND BUFFER AREAS = bo, Ss] TO BE RELOCATED aa +s en i i g c c i ss {s o r il : ri ae se t t et t . sa b et i c es a om e ee oo SI T E PL A N AP P R O V A L TOTAL _ RELOCATED | \ WETLAND AREA * (237 SF) ta e ap s wa e te 4 tis | eee? Sf, Ov MONUMENT SIGN (pti Loci] WETLAND BUFFER AREAS se t- 1 . ak e n a —s + $+ + - + - - 44 F. — - — — i t ee Ee * ae s : ‘ 14 j. s+ +f —t +4 4 . 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