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HomeMy WebLinkAboutLUA87-021 - large format ZIRIP FOR SHAROW PE RAIUNG Q7 | FPPECT CHP) as oy aes ate sacs oo | _ PPRTE COoCHERE — RECESSED FEATURE eit CONCRETE FANELS bes prizoriAt be Pio 101007 | ul cz 3 4 MK HI a5 Zz a SSS itt BkhaAtIAE — 4 Sit Se cade, Ss ‘ Ww, FS IN) “TS ® ee ans na) SAE RPE RSS bi n L fed Se h a7) befvlc> pnts 4 xS < : uw ae AY sa Sas Bm se ~ PORTE COCHERE. eat gs NORTH ELEVATION SOUTH: ELE WATION |"=30'-O!} ii CODE: LUBc. 1985 BAST ELEVATION WEST ELEVATION <— pleaoron SEISMIC ZONE = Ko. = yw = W 8 a 2 U °8 na td oz ry < x v6 \an 7 eit <i 68 < j i / ~ ‘ston Oo : { oe —LIGHT ACK CT ITP PUI! | | ae FZ ¥ s of ET ed. —— cree ne ae een e A oea Snes — — Sew Sacre oes momma ears ermerromnae: | eaaenan ak nme 5 D & ¢ ii. 5 slietieememensinen wil —_" ———}— ‘ Ms — page 490 near ata r Ea Ss | bn as oe eye OCCIIPAMCT 3 (> -Z. » = S i : “ " LA mens, joe ) . Zé wi < > »° Sees she ty Se nee 27 EN oi pay CONSTRUCTION: VN. -% z ree ~K a4 , j ‘ je Ww € ZONING DISTRicT: B-| > 4 =e W fea) [o) + NE D NE L S O N TOTAL SITE AREA? 62,996.22 sf BUILDING COVERAGE: 30,050-s64 36.27] IANDSCAPE AREA. 22,856 sf 27.575 PAPERVIOUS ARBA : 20,090 sf 36.37 TOTAL BLDG AREA. 73,100 sf. mann BLDG Ax~ 4, BOO findudes BOO s+ fer manager's At tT) ia Da m= 3], BOO Sf; = PLUS 2 STAUS ae RIS APT Z=32 STALLS — ROOF ABOVE EXIT @TAIR | J =e ae ee ee e t 4 e = aa TT I ro | i j 0 NOTE: TREES SHALL a ee a} | ae BEAR SAME RELATION! : + a + | | Og, vepe» WO TO FINISH GRADE. Ae s | ; “2 it pore fo PREV|CUS PLANTING = | 5! LANDSCAPE STRIP a ire) 7 eaa te 1 th TFN ae eas Yate: Se | i Pee . P| | ER Aa, bolt en Oe Bes ER A Age eee: 4 { ir SE E : Gy Se e r ka n e ee Le e s Se { BU C ST O R A G E , |! ee Leaieew § [ Piss oo th BLUGA-Z"4 FlLOooRk- 21,650 SF. Cy me te IZGA GALY GUY wie | Ny, : a = jaf toga Hue X , ea ‘ ae = are 2° Vas = | 3 1 i 2s elie CER HOSE B : Bax | ia a al a za nahi eee HE i v€ 5° <— (2) 2X2" x 6' FIR STAKES “a Pi eo TIT le ee Pere a ry ie ee ee 1 : a | ORTON ae 5 DLDA BD -12T FLR-10 600 Ea | Soke), age ae gee Mes : Bi \\\ EXC IN. LK-10,000 Spm SRA f ba 8 ee nt et WIry Cc LANDSCAPE STRIP (TYP) | Bt oe i oy | MIN. 2 Smee gee a flizjoO'!-ou ,aO ee ag ne | [ Ze ; H |\—— WX a eal ft f a pt Rea RARE Sle rs ay , ) Oa? GENT OF ep te Bs ERE I pe i iE PLANT SCHEDULE (EER I ae et Ot) rr: MARI, 1987 8 = — DERM TD FoR ps sie = Pa | Fe 2. Biv | ii WATER BAS! PINUS CONTORTA/SHORE PME Bib, 4 HIGH : a. ae: y | soy ——— PACK ALL Soi OOP eUNUS SERRULATA/! EANZAN, |4!C.-HEADED md ye BoS a >) a LARGER _| FIRAABD TOPSOIL PHOT|NIA FRASER /PHOTINIA - 60-64" H eH JE LAK DE=CAFE FLAN _ ‘i LL TREE reir ca DETAIL (Ge PRUNUS LAURCCER ASUS ZAPELIANA/ZABEL LAUREL 1G" 24" Laie] hee DLba@. b- LOWER LEVEL-l0,600sF BLDG B- DaFICOR- lo,coo sit =2 wn aa n wa ae P-% fs. : Be PADCTLI Ie. a 1 oe & Ay HIN, 7 pe ieee a 5 Oe E by 80 old Pa coMe oF HAND. 6 GAB R CIRCIUMATUM/VINE MAPLE, CLIMP OF 3 2'-6'H, SN ta" D O80 E LD HYPER ICU CARIN IA oT JORNSWORT@ ZOO, | , siete al ) ¢ aca : 2 meee NS PAO ——— : : a : cena . : — a : = ; : a : a TTT STE : : : : = : =e a Se ne = erg \ ee | cea ES 2 eee Mh ee ory va e Pius ~ re a Rd OL O N I S A YH , 7? Ia id i i —— i ' iF \ s ao t 1 \ LAURENCE ERNEST 9 i¢ ey 2? i : »/ fe z = =e 1) “N O L A V G ee e e e 1 la u d Le Se KS N© « O 0 5 1 ) Ne o t s m 2 | w ; ea L i es | ve ? Bi t | nm ‘ ay ea e a3 in oe ae 00 Na m } 88 5 46 . Z f , o =. ny an pe 3 e. io ™ “ PT A A wo H i y mn | in g we . Pe e . or b Sa Co rs io r = i ' ty _ 498 JENNIE OMAITS “A CONDOMINIUM # PL. x SE UNITS $ REL--HEIGHTS | A CONDOMINIUM © 8 9955 Nosuadsar ” “ te) ale u : 06°58. S 8 us Ld £22 = FS eed at ' CSTR? ee dows ONV IYI NOLONIYYVH | lo “Q G N o 2 v SI SL d v |M a l A Q wy a) g et IN-- —- —A—- —- — - SONOF “Oo ~—< Cc) POPES ao t T L ‘I V EL O N3I30449V ca x BEC Le J1VONua4 | S9'@y wm wo Be LES ty wis eo 3 4YMIAVS Be 12 0 3 1 (f y 10 1 - 7 is ca e oF OP + Bw > OQ a Ny + mg a ma (@ ) .) go l < [e ) = SO V : mM & “B s HE ! 8 LS HL b l IN 8 Pl ONV THY T2600 12602 + Da me i Q g oS y “g l ~ 19 1 . / i a 4 \ \ \ \ \ \ \ ma e . C9 0 ! A ON \ 90 8 ! \ \ m +, \ a \ \ x< fo i l DS 2 Q N} "1 ae in ” SS By ra : > s} 6¢g¢ ELF 5 See e3 0 7 ey C2 HS 7 8 Ly tN yz S ud = oF 80S2) OF Lge i] O2"71 22 A ioc. |B (op) SL V T 4 Ze s i z t OE TL { ff AD N S Y N L220 = LL O27 ae + DE TL “O V 06 7 ! ne SL I V W O JI N N G P SLE ee fo 2 * Sa 7 1 L ae “a S N N S SI L H O IS ) 88 8 tt as e ee <= — = OP E R , Gh o Po ” OP B/ / — 09 ° 0 9 62 — bY “p e ; WN I N I N O G N O D v |i i} x i 1 es i ; : al - 6 927F—~ _ —_ _ _| ra 1 1 J LI | Ss z 2 si ] 2 oy €v 0 x. ‘ 92 9 6 2 LOE WN I N I W O G N O D V | SL H O [ S H “S E N 1 SL I N N 9S =O gm 2 ? £2 4 7 1 IV I E O 8 [e g ng ! QS / (6 . 7 fe 5 O27 0 00 1 TL . = 5 GO V ' T ) Lo r 7 i l | gs ew LI L ) Bb 72 I "D o t 2 ou n ] ~ iV . ol fr 1° 4 9 ls \ \ re y ! S ie @o ; AV i ee | nh & \ og i 2 : ie \\ vn \\ e1 0 1 i W1S/ OL2 92 1 - 7 2 ) 27 4 hy sy iS OV 1E 0 TS ) Is 2 3 ‘I V 25 0 1€lz GO E D 18 0 0 9 ) 96 T SO L ey gid E2 5 2 Be e 86 'b E / 3% A+ OF 16S OL/ \o sy sles, [Eset S rn) | | o BL | | ! “ 2 (24) ce ) 6 wy N 0€ e Lv e 62 2 0 / OG / S (2 ) (1 ) g 2G 2 18 - 0 8 d' s ea e OS s Cac (ee av. N3I0d439 AYAGNNOS ANVdGWOO tLeo FITTTF TS 77 7 AVM 40 LHO/e 9U F L 2 aS S Re AO S Be 0 x OB § & as OS 2L OG 2L NOISSIWSNV YL FILLVIS 4O ALID G3INOQGNYEY ‘3 N- — - — - — ° ee e © me e e 6 ee e & og 21 os T ss 0 be El ee r o) ] ) | 1 O8 op e | | 9L - 6 2 dS i eg c e aa e OF 25 2 | opener MB _GOE Pe Goo? © % s ve a et i Oe me OB 00€ ye A >) FS } Pl y z f l D> ~H | ey Pe ) B ad a a l e A 06 bi d x & }p \ ON E Ka s a 33 S2 / Sa a s pa ‘S"FAV NTOONIT LNOW.o¢9* SINOr » YOIMINNIM > Adu7 = N vo Se a “a r 821F BL “JAW 8 SA LITLE "98 $2 iy ALIVILA , Of IN N |o be l i O8 CH EER iC OS I ees Hl O 2 JI N 8 & mr | OL ral aa a JAV , ia d aa C se z e e o r “I oS ! pe 25 2 ec 108Lb 4 ANINISYA BIVAS NIdO J SHLITILA [3 8 6 9 2 1 | PS 20 l _ | *o s 4 20! Zor SPoer 7 Feap 8r0z jx { AVS ee Ol Oo bee FOC. WHY. | | pasts Cer TNR N 4 i : ti ; q Ti ee 9fAOT ame } RENTON PUBLIC STORAGE SHORT PLAT cn egoy WL e / OP 279.42 e /W? sat 83 INV. 258.90 | Dee \s) J INV 293.41 | = N) 6" GATE VALVE : ‘ rk od ty /N CONC VAT SAN WLH#E 33 ute NI | | / ny) 2 oz SI oh | 32 TOP Z19.71 J TOP 279.56 z= on Shae / 2A" INVIOUT) 21. 64) f 24" INVCOUT) 272.12 CN) OY i 2 ‘ 24"INV. CIM) 211-77 (E) 24" INV CIN) 272.8 CE) Ah oEk S eee CBH3 o 18° INV. (IN) 272.4/ (N) | fo Sf 2 iar icant ok rae Sh! / [ 10P 0732 - <s oA coy ou, EXISTING MON % CASE pa / | BYINV. 305.27 ve a ‘ Le. ae ees ¢ A eoy ECUA SLC. GES. ae / E, LINE\OF NE V4 9EC.6,723N, ROE, WM. ~ Sho os ws ~ / / \ EXIST MC J z L| -&- = : eave) in | ec 4 SXBI-MON IN CASE <a 1 “a -| SA eS / rv) rN ve | % & / EDMONDS | VE. N.E. | Ritlalate 35 ae : ee Pas EMA COR HEC 8-235 si a - je ey ee Vem) G0) Oy SS x en fame or ab— Ss ct Oa ap S oh ry) Ne » Peete a - Ve | - : ‘a ‘ Z. % oy 7 ] oy 7 rN Sat 7 se 7 7 ¢ wy tr - oe 1 +4 pe yfenee: % ov f lf / © oe Ri he 2 ei Z ae oe Reyes sa an A) 5 4 w va WwW ® Ww + iA [ [6f' DI. WATER 2 / ‘ “4 f / : 8 te — § AY sf / ‘ star. NO°5B'46%E / W S : af7 ga. ] : pene om / w— A 7° oo at yi + ee ~ ebay PL ay gaa 80%, _S/ Or ae a ee aes ME IO TER Sen Cav Ae A Paes” GES ee & Ae ae lh Pa acy WHER |G cece froin BOR) Ye / ATT ee ee ca 8 at naam ad eine eee mae a si ek a FW rae Y fovt a= gee PG; 6" DL WATER — | | fae ape a 1S a ot a ee ee eee re ND Ge MPL LO Si MMMM MEAT: - °° s= tama Te ry Pe ee Pm aT Tee ems Eo Bile ne aE oe ad sy are 962" a ee 9” ’ ain @ 2 a i ee Oa VA - i = Oem fe a 5 Bey a ee 3 ih ee ais : ee 5 aa é | ae - a< Lane a Pts % 98° 320—\Aler 8 er Ee ele ————— RUA WA AUT pe as oe foe Pe POWER VAULT a > i i eaten ae es = Eee ime \ + pe | Lie a tr ca 145-00 oo Ae ae cag pene — a Porn vat”, \ A Zn cama Na a ee ee ee _—— ee v4 << STOP SIGN | 2 ees es Sete om 6 Sf | a Rate: Pra -—— » eg ee ee . a ‘2 pas Q): ob TZ V PT i ! ne = — —- a eg We ah | re peri 2 ie < a ee eee Ak y, 253 fs : a SP, pier ak > a N a7 XX Zzesx ae. — =3 S ©: "9 ee Ss > at ae S be a oy ff S t a means ae ee ao y, acl = oa = i ‘ Gs 1 So sp : 6 beat : Z Shy & a er. * odh¢ w is cece 4 ‘a me he : wML4 wry U TN anal s- ©) | SR ; Si = | NW os \ L—as7 =i pe ee 3 Pg 7, < © =| <8 — ae — EV ae t iy aw | eo a> fo it v se Lu uu | . aS oo EXISTING 4x4 CONC MN. : = = £ 8 v _WTHK (FENCE ON MON J 5 2 ke ‘ 4 Nee a Zz. — Pe age eo /46.00' | : } ae E olds hi. Cpe ese ng WOSCIPING SCREEN, KiC-REC_NA-T1062 50164 i 3G = emmonem SY Eee a Pee a NO Ge are BOD OF 22: j- eo a wy ie ie \v v SCALE : 1"=30' Lid © he Ee a me 8 . : whi »y ae gs ~ 4" Mmmm eo Th sie a BASIS OF BEARING: K.C.4.5 we: i > BENCH MARK: TOP OF MON. IN CASE AT INT. = 8 ' | EDMONDS AVE.NE AND ae ms iy CWS (NE COR GF AEL 8 * \ | wy “ ELEVATION: 322.68 va \ re Lax : DATUM: USC6S NTH 3" BRAS heen | ‘ tact fe eae Sega | a | CTL! Soot aie re 4 oSET Wa" LP WITH CAP "TRIAD 18094 | e H — Ww | é green ge THE CONTRACTOR SHALL VERIFY a M Tt LOE. 4 | : ~ 2A IKY CIN) 261-04 (E) bom THE EXACT LOCATION, ELEVATION Se | | NOTE: DIVIDING LINE BETWEEN S SA" INY (UT) OBZ (WN) ILITIES oc | LOTS | AND 2 CONFORMS | ms AND SIZE OF EXISTING UT rs i Gs WITH THE ZONE LINE \ gy) 4s PRIOR TO CONSTRUCTION. re ra Ao ESTABLISHED BY Te awe > be “ yy * “FE. mo st | '% a CITY. OF RENTON ORDINANC a Oe cre aaa NOTES: uu So Asa) = Fs m \2aN0 as a 5% \ en etsi 4 ° | pee ores wan ; : ve | oom sr maton Ef? Spree as by 2: = > =. NO. 3429 ES rg ae | = a fea Beat nee be 1. SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY NO. 1 AND OF LIGHT, VIEW ae —_— o. aie Le rire ae OG cee one AND AIR TO STATE OF WASHINGTON KING COUNTY REC. NO. 7112290094. os in § Sa: SAEED Seas & tats a ne = pene) ome $y ALY am] “ie é © cee, ELECTRICAL © EASEMENT | aE Bint 32) ee 2. SUBJECT TO CONDEMNATION OF ACCESS TO STATE HIGHWAY NO, 1 AND OF LIGHT, VIEW AND § @) <t egal | KC REC, NO. 7308200522 ta ed AT op 8 AIR TO STATE OF WASHINGTON KING COUNTY SUPERIOR COURT CAUSE NO. 655879. O > ° + AK ' bh ey | (tg wy de we liza ae sit] Sens] el ine ee ee a ae oF o. erie |p PEN BS INSTRUMENT RECORDED UNDER = s N0°58' 46"E 136.20’ _ 1fx) 3. SUBJECT TO RESTRICTIONS AND EASEMENTS CONTAINED IN 2 is | freon NEARY KING COUNTY REC. NO. 7906250764. ay. 3 PL A C.. Lad ee Pa eS 3 fe WOTH ri >, a4 3 oe \ pe Coa ~~ -f eer tia —2 4. PARCEL A AND B LEGAL DESCR:PTIONS FROM CHICAGO TITLE INS. CO. ORDER NO. 110324 = r PARCEL A: on 2? \ Seer Gls DATED DECEMBER 10, 1986 AT 8:00 AM. . o ra VW efgedala|* Par THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION a | i) eres ipod dee 5. PARCEL C LEGAL DESCRIPTION FROM CHICAGO TITLE INS. CO. ORDER NO. 110325 DATED oO 2 8, TOWNSHIP 23 NORTH. - RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, ve \ ae ; He NEE DECEMBER 8, 1986 AT 8:00 AM. A. Lu DESCRIBED AS FOLLOWS: ee at. \ e Py Lote tend 8 i oO es BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 8; apr A e AT es eg 6. TOTAL PARCEL CONTAINS 104015 SQ. FT. OR 2.388 ACRES MORE OR LBSst ha THENCE WEST ALONG THE NORTH LINE THEREOF 320 FEET TO THE TRUE POINT OF ap Sf FE bx Fa hhh BESINN ING: m k ee Ag opine Benes _ de ; - ee 7. PROPERTY IS IN ZONE DESIGNATION C ee ee ON FLOOD THENCE SOUTH PARALLEL TO THE EAST LINE OF ve | t PPE ET wnesoenkes ot 4 . NUM a ; 590.07 FEET, MORE OR LESS TO THE NORTH LINE OF STATE ROAD NUMBER 2, muy oe ho ST FE fear | Sap ge INSURANCE RATE MAP COMMUNITY-PANEL NU WASHINGTON BY INSTRUMENT RECORDED UNDER y AC RECORDING. NUMBER 1395479) ner leet pv NITY MAP 8. PROPERTY IS VACANT LAND — NO ADDRESS AVAILABLE. THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID STATE ROAD 152. 88 FEET, be MORE OR LESS, TO A POINT IN A LINE WHICH IS PARALLEL TO AND 175 FEET wat VICI WEST OF THE EAST LINE OF SAID SECTION; ¥ THENCE NORTH ALONG SAID PARALLEL LINE 638.93 FEET, MORE OR LESS, TO THE CERTIFICATION FOR SURVEY NORTH LINE OF SAID SECTION; : pele V) THENCE WEST ALONG SAID SECTION LINE 145 TO THE TRUE POINT OF BEGINNING: Composite Legal Description / EXCEPT THAT PORTION CONDEMNED FOR PRIMARY STATE HIGHWAY NUMBER 1, (SR epee: ae ote Vifito Public Stérage,lnc, and Chicago. Title Yaguzence 405) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879; ereby certi o Pu ’ . EXCEPT THE NORTH 280 FEET THEREOF: BEGINNING ON THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST That portion of the northeast quarter of the northeast ioany } that the survey prepared by me EXCEPT THE SOUTH 190.07 FEET OF THE NORTH 490. 07 FEET THEREOF. QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5S EAST, WILLAMETTE quarter of Section 8, Township 25 North, Range 5 East, W.m. entitled "© Renton Public Storage “was actually made upon the PARCEL B: ceRnen ae Rae cacyiny B. oe TE RTO in King County, Washington Vase soe cys: ground and that it and the information, courses and distances shown thereon THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; ia tanta +h hy t f id ee tars are correct; that the title lines and lines of actual possession are the same, THE SOUTH 190.07 FEET OF THE NORTH 490.07 FEET OF THAT PORTION OF THE THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638. 93 CD ee ow te eee oS : that the size, location and type of buildings and improvements are as shown NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION & TOWNSHIP 23 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY STATE HIGHWAY thence NB9° 33 (59 WU ale0g eee eee 00 feet; d all are within the boundary lines of the property; that there are no NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS NO. 2 thence SOO°S8'46"W parallel with the east line of said ye aly ee f or affecting this property FOLLOWS: THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF subdivision 280.01 feet to the south line of the north easements, uses or encroachments from, or upon, g SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT 30 FEET WESTERLY OF THE EAST 28U.00 feet in width of said subdivision and the TRUE POINT BOUNDARY LINE OF SAID SECTION 8 AS MEASURED ALONG A LINE PROJECTED AT appearing from a careful physical inspection of the same, other than those OF BEGINNING; thence SO0°58'46"W 136.20 feet to the BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION &; CU - 0 2 ) - 8 7 /S H # PL - 0 2 - § 7 THENCE WEST ALONG THE NORTH LINE THEREOF G20 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION & A DISTANCE OF 2770. O7 “FEET, MORE OR LESS, -1O. THE NORTH LINE OF STATE ROAD NUMBER 2, CONVEYED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 1395479; THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID STATE ROAD 152. 88 FEET, MORE OR LESS, TO-A POINT IN A LINE WHICH IS PARALLEL TO AND 175 FEET WEST OF THE GAST LINE OF SAID SECTION: THENCE NORTH ALONG SAID PARALLEL LINE 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SECTION; THENCE WEST ALONG SAID NORTH SECTION LINE 145 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED FOR PRIMARY STATE HIGHWAY NUMBER 1 (SR 405) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879. RIGHT ANGLES TO SAID EAST BOUNDARY LINEi THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, FOR PRIMARY STATE HIGHWAY NO. 1; AND EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE HIGHWAY ENGINEER’S STATION 48 + OO ON THE A LINE CENTER LINE OF BR 405, NORTH RENTON INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY ENGINEER’S STATION 23 + 50 ON THE 114TH AVENUE CENTER LINE OF SAID PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY ENGINEERS’ STATION 23 + 75 AND THE END OF THIS LINE DESCRIPTION: AND EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON -BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906250755 northeasterly margin of Sunset Boulevard N.E. as condemned in King County Superior Court Cause No. 655879, said point being a point on a curve, the center which bears $27°52'07"W 647.96 feet; thence southeasterly along said northeasterly margin and curve to the right, through a central angle of 19°35'17", an arc distanee Gi 2a o4 peetr cence S42°32'36"E along said northeasterly margin 108.42 feet to the westerly margin of Edmonds Ave. N.E. as described in instrument recorded under King County Recording No. 7412290094; thence N13°49'S4"E along said westerly margin 173.26 feet to an angle point in said westerly margin; thence NOO°S58'46"E along said westerly margin and the west line of the east 30.00 feet in width of said subdivision a distance of 430.36 feet ta @he veo Maraoin of NeE. 12th St. as described in instrument recorded under King County Recording No. 7906250755; thence N89°33'S9"W along said south margin 145.00 feet; thence SO0°5S8'46"W parallel with the east line of said subdivision 250.01 feet to the south line of the north 280.00 feet in Width of said subdivision; thence N89°33'SS"W along said south line 145.00 feet to the TRUE POINT OF BEGINNING. shown and depicted thereon; that all utility services required for the oper- ation of the premises either enter the premises through adjoining public streets, or the survey shows the point of entry and location of any utilities which pass through or are located on adjoining private land; that the survey shows the location and direction of all storm drainage systems for the col- , lection and disposal of all roof and surface drainage; that any discharge into streams, rivers or other conveyance system is shown on the survey; and that the parcels described hereon do not lie within flood hazard areas in,.aeeord- ance with the maps entitled: "Flood Insurance Rate Map", or the Flood Hazard Floodway Boundary Map”, or the "Flood Hazard Boundary Map", or the "Flood Boundary and Floodway Map" published by the Federal Emergency Management Agency. This survey is made in accordance with the "Minimum Standard Detail Requirements for Land, Title Surveys" jointly established and adopted by ALTA and ASCM in 1962. / J ra ae i al. hi com — 4 o Pail SIGNATURE KI C H A R D A MO O S E : FE . . . Pr o j e c t Ma n a g e r Da t e . . . YU L Y 31 / 9 8 6 . W (Yi. PEE EET SRR E eh NEs 94 SECB\TaGN RSE Phe iad RENTON PUBLIC STORAGE SHORT PLAT — mee LOTS OL 83 INV 293.9/ . 6" GATE VALVE / | CVILD] nf IN CONC VAULT SAN MH y a) TOP 322.15 [TOP 321.17 ; $ Se Gor I 8" E.31277 STORM MH ___STOKM CB nm ~ © 5" / OP 219, TI oN (TOP. 279, 56 Shai vd 24" INV(OUT) 27. 64(W) \ \ J 24" INVOOUT) 27242 CN) je) N wi / ; ai a . 24"INV. (IM) 271.77 (E) | ‘ ZA" INV CIN) 272.58 CE) HS 7 Cha ae BU IMV. FER a | + J S we £4 P / TOP 30732 oe es \ | ho i azo BIN. 305.2 x | f x ij BEE | > 7 209 ‘ : - EXIST MOY as 4 “5 ea LPO IN CAGE ee SI o mm if EX PA 9 ; ae Ww W Ww 2 cc SM } / ey r yi ag VY w +! at. VWI KS if é bi / 4 & at a iy / ay f \ SET. NO*5B461E i ~ nN i / / ‘ / o's 2 3 © bakes ty) Baad re ay / Vy z Ly f por rt ot 430 36! © Cy n il / Ke f SLT. 6 / 0, r f / ZA eh a /_= ga yg § AOE. Zit ONY. PP ca “AEN or OG ait Rc, OY Bea SA sp 4 / BOY. Wy , 0 An 4 ] Cy ; % rie ae cae ae ‘———— in: _ =" — at aaa y= — F sacnmand & v= — i A ee — aig nar sens xc: i ins = f .iV5——yjy > Ay ICS WATER AY = ace _| mains —— if ; i eae seeenenaiaaaian ae Pi aE LTE, | EM b 3 caps, eee cre = = i “—y ’, 20N T oie ee SL rr VA ae FH 1, irae 31852 a POWER VAULT ag avr AS S O C I A T E S EN G I N E E R I N G SU R V E Y I N G PL A N N I N G 11 4 1 5 N . E . 12 8 t h St . « Ki r k l a n d WA 98 0 3 4 « (2 0 6 ) 82 1 - 8 4 4 8 148.00" A KCLN \ AL S S BASIS OF BEARING: KC.A.5. BENCH MARK: TOP OF MON IN CASE AT INT EDMONDS AVE.NE AND NE 127d ST (NE. COR. OF SEC B) ELEVATION: 32288 DATUM: USCGS / o Die es Pe ieee ay see . WI)Q4" o SE] YA" Lb WITH CAP TRIAL (8014 THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. | NOTE: DIVIDING LINE BETWEEN | LOTS | AND 2 CONFORMS WITH THE ZONE LINE \ gy/ /* AS ESTABLISHED BY oar i CITY OF RENTON ORDINANCE ae rm 7 26 9 oe fi g s kh a \ iy ~ > a> =e NOTES: NO. 3329. Pe ae ae Es NOTES 20- S "he 1. SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY NO. 1 AND OF LIGHT, VIEW ena vais AND AIR TO STATE OF WASHINGTON KING COUNTY REC. NO. 7112290094. 2 fet ke ESS an! Dy pa BE ag Ca Set $1} AS mic Sear aly ase a] =< ay 2. SUBJECT TO CONDEMNATION OF ACCESS TO STATE HIGHWAY NO. 1 AND OF LIGHT, VIEW AND AIR TO STATE OF WASHINGTON KING COUNTY SUPERIOR COURT CAUSE NO. 655879. “ > Y AY Ni sl aT % 7h JO M E S ; e KE N N E W I C K | AV N E x is E N 00° 58' 46"E 280. OF" : WA S H I N G T O N 3. SUBJECT TO RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY REC. NO. 7906250764. PARCEL A AND B LEGAL DESCRK:PTIONS FROM CHICAGO TITLE INS. CO. ORDER NO. 110324 DATED DECEMBER 10, 1986 AT 8:00 AM. > FTHE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION iiss 4, / ORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, ; i 5. PARCEL C LEGAL DESCRIPTION FROM CHICAGO TITLE INS. CO. ORDER NO. 110325 DATED DECEMBER 8, 1986 AT 8:00 AM. RE N T O N , TOTAL PARCEL CONTAINS 104015 SQ. FT. OR 2.388 ACRES MORE OR LESS. (e a ) . \ ; ALONG THE NORTH LINE THEREOF 320 FEET TO THE TRUE POINT OF v is BEGINNING; H PARALLEL TO THE EAST LINE OF SAID SECTION & A DISTANCE OF » MORE OR LESS TO THE NORTH LINE OF STATE ROAD NUMBER 2, THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER UMBER 1395479; THENCE " 590. 07 CONVEY RECORD THENCE MORE O WEST O EAST LINE OF SAID SECTION; HEASTERLY ALONG THE NORTH LINE OF SAID STATE ROAD 152. 88 FEET, » FO A POINT IN A LINE WHICH IS PARALLEL TO AND 175 FEET THENCE NORT NG SAID PARALLEC LINE 636.923 FEET, MORE OR LESS) TG THE NORTH LINE ID SECTION: TO P O G R A P H I C SU R V E Y FO R RE N T O N PU B L I C ST O R A G E 7. PROPERTY IS IN ZONE DESIGNATION C (AREAS OF MINIMAL FLOODING) ON FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 530088-0002. } GREENWOOD ce VICINITY MAP 8. PROPERTY IS VACANT LAND - NO ADDRESS AVAILABLE. CERTIFICATION FOR SURVEY EX ON CONDEMNED FOR PRIMARY STATE HIGHWAY NUMBER 1 (SR 405) IN KING COUNTY [SUPERIOR COURT CAUSE NUMBER 655879. F sper No.2 -- SHPA + 022 47 ENGINEERS’ STATION 23 + 75 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906250755. 173.26 feet to an angle point in said westerly margin; thence NOO°S58'46"E along said westerly margin and the west line of the east 30.00 feet in width of said subdivision a distance of 430.36 feet to the south margin of N.E. 12th St. as described in instrument recorded under King County Recording No. 7906250755; thence N89°933'59"W alono said south margin 145.00 feet; thence S00°58'46"W parallel with the east line of said subdivision 250.01 feet to the south line of the north 280.00 feet in width of said subdivision; thence N89°33'SS"W along said south line 145.00 feet to the TRUE POINT OF BEGINNING. Floodway Boundary Map", or the "Flood Hazard Boundary Map", or the "Flood Boundary and Floodway Map" published by the Federal Emergency Management ; Agency. This survey is made in accordance with the "Minimum Standard Detail Requirements for Land, Title Surveys" jointly established and adopted by ALTA and ASCM in 1962. / / -— aN of [J apo > iti ; A] Usfu> LS. he EE ioe < “il ee L/2/s 7 ic a fae 4 ] Panis. THENCE WEST SAID SECTION LINE 145 TO THE TRUE POINT OF BEGINNING; Composite Legal Description Fe nea? THAT TON a fe i ypc NUMBER 1, (SR panerie TY SUPERIOR COU AUSE NU 655879; : : s 280 FEET THEREOF: BEGINNING ON THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST That portion of the northeast quarter of the northeast I hereby certify to Public Storage, Inc. and te ee bron eae 190.07 FEET OF THE NORTH 490.07 FEET THEREOF QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE Quarter of Section 8, Township 23 North, Range 5 East, W.M. Company that the survey prepared Dy me ‘ MERIDIAN, JIN KING COUNTY, WASHINGTON; 30 FEET WEST OF THE NORTHEAST in King County, Washington described as follows: entitled "Renton Public Storage was actually made upon the , CORNED me et © d that it and the information, courses and distances shown thereon THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; peice (ie iit OO ae : 14 re the same; 490.07 FEET OF THE NORTH 490.07 FEET OF THAT PORTION OF THE THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638. 93 Beginning at the northeast corner of said subdivision; are correct; that the title lines and lines of actual possession are tne : : MUARTER OF THE NORTHEAST QUARTER OF SECTION 8 TOWNSHIP 23 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY STATE HIGHWAY thence N89°33'S3"W along the north line thereof 320.00 feet; that the size, location and type of buildings and improvements are as shown PE S|EAST, W.M., IN KING COUNTY, WASHINGTON. DESCRIBED AS NO. 2: thence SO0°S8'46"w parallel with the east line of said and all are within the boundary lines of the property; that there are no : ‘ THENCE IN & SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF subdivision 280.01 feet to the south line of the north easements. uses or encroachments from, or upon, or affecting this property : ie j SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT 30 FEET WESTERLY OF THE EAST 280.00 feet in width of said subdivision and the TRUE POINT ae ihe ical .4 tion of the same, other than those : aM: TING ) NORTHEAST CORNER OF SAID SECTION 8; BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROVECTED AT OF BEGINNING; thence S00°S8'46"W 136.20 feet to the appearing from a careful physical inspectto ; ee i ; if S THENCE WEST ALONG THE NORTH LINE THEREOF 320 FEET TO THE TRUE POINT OF RIGHT ANGLES TO SAID EAST BOUNDARY LINE; northeasterly margin of Sunset Boulevard N.E. as condemned shown and depicted thereon; that all utility services required for the oper- &) oe BEGINNING: THENCE NORTH PARALLEL TO AND 3O FEET WESTERLY OF THE SAID EAST BOUNDARY in Ki County § tor COUR EMM IGMREMOTG Gig o0;.¢ ation of the premises either enter the premises through adjoining public if EXCEPT SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION 8, A DISTANCE OF LINE OF SAID SECTION TO THE POINT OF BEGINNING: an peng, Lounty Superson 6ee ee ee = 28i0 point ae : int of entry and location of any utilities ~ S: 570.07 FEET, MORE OR LESS, TO THE NORTH LINE OF STATE ROAD NUMBER 2, EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER being @ point on & CURVS «See eet eee eeets 527°52'07"y Ree 1s surscy Shows the point Of ebay ey tari Tehat 4h @ +: Ls CONVEYED TO THR STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDE 655879, FOR PRIMARY STATE HIGHWAY NO. 1; AND 647.96 feet; thence southeasterly along said northeasterly which pass through or are located on adjoining private land; that “ survey RE : & RECORDING NUMBER 1395479; EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY margin and curve to the right, throggnm a angle of shows the location and direction of all storm drainage systems for the col- ; a: RE Th RLY ALONG THE NORTH LINE OF SAID STATE ROAD 152. 88 FEET, AND OPPOSITE HIGHWAY ENGINEER’S STATION 48 + 00 ON THE A LINE CENTER LINE 19°35'17", an are distance Gf @etccp ft nce lection and disposal of all roof and surface drainage; that any discharge into =: a M A POINT IN A LINE WHICH IS PARALLEL TO AND 175 FEET WEST OF BR 405, NORTH RENTON INTERCHANGE; $4223 2'35"E along said northeasterly margi fooed2 feet to re ek : or other conveyance system is shown on the survey; and that : Sh Of OF SAID SECTION: THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY AND the westerly margin of Edmonds Ave. |N.E. as described in Si il Aas hate h 5! i ithin flood hazard areas in accord- NB THENCE G SAID PARALLEL LINE 638.93 FEET, MORE OR LESS, TO THE OPPOSITE HIGHWAY ENGINEER‘S STATIGN 23 + 50 ON THE 116TH AVENUE CENTER instrument recorded under Kinane eeeer eine No. ; the parcels described hereon do not lie within Tloo ae ; d 2 we NORTH [ID SECTION: LINE OF SAID PROJECT; 7112290094: th OL gthni eee bee Oe : ance with the maps entitled: "Flood Insurance Rate Map", or the Flood Hazar 8 SF T SAID NORTH SECTION LINE 145 FEET TO THE TRUE POINT OF THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY 3 thence N15°49°S4"E along said westerly margin “3 EFFECT CTHP) RECESSED FEATUCE STRIP FOR SHAROW NORTH ELEVAT ION r be AY = SO -O? SIGN TILT-UP CONRETE PANELS EAST ELEVATION —aeeeneeeenes anes a = Soe a So eae _ 29 OO sa ae Lo eae ad ed LEX? SOUTH ELE WATION mck (TP CHAIN LINK FENCE FE 290 FF LEC 7 eR FILL SECTION A-A CEG | Zz ics setae a Sg he Jee ae ay Gos guy ‘ va 4, = ae cae = ae saan | FH, Bode — ae ete =— = ea! paces | ae a = | i oe J ist) 2NATIME LAN DEcAPINa cee : | ee | ee ee | | e al See o - ho er : | f | H 3 4 CRAIN LINK FENCE pie ae F. i 2a 1 { — pa - tu og | a aoe wi | 4. Be a eee ge " Ra ae “os Rn es ong Gee a 2 Ee Ly 25 ut Pe ee Bey ere ae vr ae % a a = Ne Val % Pee i a | be b-— nox a —~DPLDG, A-12T FLE- 19450 oF a EMERGENCY sacle ils B . e+— ROOF ABOVE : Cs : : : , me ae aca | BRIT STAIR, AN I a oe ( UW 9 at S y } f H ‘ ¢ 0 NOTE: TREES FALL BEANS SAME RELATION 4 ¥ om l TO FINISH GRADE AG O 4! LANDSc APE STRIP > (TP) ey in? i) “4 IT BORE TO PREVIOUS Lasgo i L dy PLAS TING LD y IIZGA GALY GUY WIRE { | SRL LING MTS ECURE “TO iM 2 RUB OER HOSE e— (2) 2x 2" x oI FIA SHAKES | or er B' DELOVW/ ie Ahn EXCAVATION. LANDSCAPE : STRIP TA) I"=j0O'-O" MIN, 2’ BARK AULCH REMOVE RLAP ee’ VS an CE i] PLANT 2CHE DULE — DERM 7D FoR WATER BAI oe ++—_—_— PACK FILE Sol ts/ MIXTURE CONE OF HAND- FIRAKED TOPSoiL = Rye. Nu TO G' .® Ee iM =i PETAL — HYPER MEE AMBRE ah \ Ne a Jl=jo'oNn Pe Ki t as % °3 2 ' s 5 Q ! 14 5 . 0 ! De . 1S ) ws L A N ot PINUS CONTORTA/ SHORE PINE Bib, 4 HIGH S SERRULATA/" QWANZAN, 4 C.-HEADED Pt B. CHAM LINK ae pe oi Gi BLD & IG -|>T FLE-i0,600 117 A ent eee he It PACER CIRCIUMATUM/VINE MAPLE, Cup OF B 6'-S'H, D C20 PHOTINIA FRASER /PHOTINIA - 30'-36"H PRUNUS LAUR CORR AS Ke SSE A a O° 56 46" - |B'-24' ID Os Ape steie eo 4 ZOOL, 1a@.20! ZONE R® ~ j / =e wr)! = oe aw / EXISTING =\|DEWA LIE. <2 See ae eth E Lor WEST ELEVATION EDMONDS: PVE NJ Es. \25'-< " Ge. - - ce ee! OCKLIIPANCT + CONSTRUCTION é ["=so'-om BUILDING DATA. BZ WN. ZONING DiIST2icT: B-! COD ICTAL SITE AREAS 62,996.26 sf BUILDING COVERAGE: 30,060-54 $627, LANDSCAPE AREA % net Sf 2757. PAPERVIOUS AREA: 20,0 TOTAL BLDG AREA “ad BS vant Pigs ae | cdr ENERGY CODE 1286 SEISMIC ZONE + 3 BLS A= 41,3 FARK IMs | STALL/ 2000 . i j 1... ae SE dd oP ter FOR THE MANAGER'S APT heer ZOOL 6 +2238 STALLS 20 of 36.270 Oo finclucd es 1500 s+ manager's apt) TALIS fer BLDG. b- LOWER LEVEL-lO6cosF BLDG B- DS SANE TIE ARN GB ONT BA SS MEIN Ses Stages TTT TT Wetec. : ‘ dP memos 4 | ied LJ te Lag Pe RL oe er Bete PE Es Ga ror Foe eg eS oe ier BR oe. a PSPOT I ee Ls eee | ce ae NG SE AE Se SEND GEA SagGs WARD BERG RSE SI Gaba (GRA) CSGRL LES SE ea TD S| ne CaN eet conanemacmale % § 1 be Ty i | ry riy Mt pe aan : pay Sceay (il mn sae Ob Gea Ge G8 ttt ae Ae set BS Lu i G iea es i Ghee ee TW aes big ted | f a ae te ot fF se a PRS wba rats iy Phd (Pabeias cee ney 1} oe Oo Kote D8 9 De nbetiid A T R 1 a ro yer is a eka: a Moe SANG AMAR Gh nnn enn ~y t a 4 Pera a iid hee ee eet | tt | ORR iy Nese 108 CE Ra on oe oe as Sete | et ; oe ‘ee Beata 2 t+ | leg Seca j { | H REITs ROE eye Gee, Ss NAR | | | t- _ | i eee 2S Se ae ihe Ss ge ag Sas j tr oe ee dag or ee Pe ee to eee ty Bice ay eae ae ‘pie rt L | esa AE Rs He | a ‘no ee wee | LOG A- 24 FlLOoR - 21,850 SF | | & 4 A ace ogg ae ra Ss bal. eee me sees | f'S, 2 18o ea aay ht Diced £3 fie Bet eT niet a Sb. wee! Se eee ee ae E wee So Ce | | mi Re ES oii fe hie sk H ee a gas meres ee re | ie ane | af “EP eas ‘as Bassa Wanna t po oF ae Bok tees ear [ ae CD EN ak —— + | " Ey ee LSS oy = a $4 aaa ee Sues l ee ag ae ‘i | { _ RE G I S T E R E D : n l NE D NE L S O N #® AR C H I T E C T AR C H I T E C T 41 0 BE L L E V U E WA Y SO U T H E A S T SU I T E 30 1 25 H a” Bs = Pe o a S < $6 ow Zz w Meg oO Co SO a < Z BE L L E V U E , WA S H I N G T O N 98 0 0 4 MARA, 1987 ee _o aee Be ah AP P R O V E D (3 8 7 Y AV E SE SR 30 0 MP . 12 . 5 7 TO MP 14 . 4 6 « /( 4 6 T W AV E SE To 12 8 4 . 4 6 = em a e m m e n a c e a n s t s | [ ES a AE N T O N OR D . 29 4 5 me ts ed 66 , 5* JO 14 8 TH AV E . SE . 2I 7 , AZ 12 6 6 . 7 7 I4 2 . N D AV E . SE . & ‘SGO 82 “83.29 0 \ : iN 6 ata ¥ gr we: 1t 9 D # Ny gif ‘N I DP 82 83.29 | ses°/2’ca"w , 765.29 7555 : ‘ ys Ns ‘ Ya Q 6 ay ‘ ¢ Na gor "2 v \ ° ; 4 Cy N | | 405.29 - S88%2Z\o8W 136.5 N lui 450 /F0.59 Y ” " vals fly 0: Naa << > @ NE ree x > Y N Ge) NIN AC | (Z “f 7 N o . ae ——4 ok 3 ee OQ fle: fle: Ace Mh YZ ¥ GO . & By x CD XN —— aol RENTON ORD. 294-5 ar |e 52.0/ AI A 7 S 30 BO % y o.Ns A nN got XN 4 be 0 e 4Be.0/ Al / . - 2 2 vs ae ey * C : rs bi fe sk ii hed ; ue yey ecaane, es 8 Meee . ener. te } yee, % ‘: b ' } ine i Boke. . a r KING COUNTY ASSESS fry wena IF0.67 290.67 1322.68 i 4 Me ae be FF0.67 165.83 “aed ae Os w «Wi ‘ | "i } we , ‘ - ee j i | Pee | ( bh) j \ i 5 { Q 9 : is 1 | § * } N n ¥ " 0 % | : v : N ; ¥ | 9 z a N 220 : ‘ i i) y Ba he D Ay % 0 \ % x ~ ‘\ ¥ ¢ 4 : ‘) 0 N . i S) X) N N N . Ny % | ad N © aa 8 ‘ : S N \ | iW > \ s \ “J iN N X iN \ \ ~ | : } ' bY) Q \ ' Re Users sz i) @ | 8 (3e] gee . 4F0.6/ SE7°4AS THRE y, 465.20 465 2/ Yo th Y WA y \ eo * WV. @7-4P -28 W. 4 : Se 70 pe. NOTE: FER La LiWE AD). 68/092 (re Ih sae a at ; I 2) ‘ ~ h. ¥ : : , x nN w N sy + x y+ a *y ts BS N \ “ZO l B?-FI-28 w. Pad LM. OF MN: 339.5 FF 77 . 5 0 is 4S 29 5 @2 5 d } 44 4 , °F W, /3 0 £7 , Ce r t \ 2 0 7 ) e \ a \ WY . /- 2 4 - 4 B 4 D & Lo | te IN a) Po ~\ {? > _ (P 5 2 . 52 Fo t a z NA . EF - FR E SL M . OF NE F F 44 FT . Wh SL V N . O F N . FO E . S$ a GF / 28 Sha ¥a6.5° “@ 5 16 5 , 70 0 1322.69 4/2 9) i ~ FS 2 N82 26.C8% Bie 14S 125 W) ry ‘9 Q 318 F ‘ Ae: Nn ; ‘ 044 o At 2Z!2 ae 4: aT 12S. leg _ = = © » 4292.59 ICS iS 9 wii He 3:7¢ Rc. (46) aa 1292.86 + : es: S@P?2. SR an 429? s/t 8) Ny | vy N 4 | ' é4c.2 1322.49 $40.2 IF2.6C2 23/.24 UV E7-PI-33 WW pot 3587°39'28"L a | Q a § ‘ ws LOT 4 N S : NN A] % % \ 5 L) wa i, \ IM : | $8749 0B £ >. Bo , z; y Qi % A . 2-82-49-28 W ox 4 oa Q “J a N My ry m % " N © »% \ % ee r 1 on mM ao. My Coe? % 2 ~ 3 WN BF-GFI-OBW by \ 1 ce ONE, § y RS 5 Qa | eg “© \ y, = 65 NI % 2 5 ' O2 " ¢ € 4s 0 0 Re > 12 6 6 . 7 7 S6 2 4 NE 10-23-5 ahr PYish S 8 » fe Gam ‘: 8 nH h oh | Ge Ae N o? 3 CP * @ N 88° I2' O8"Ww 1322.29 [@é3o7 N. 88-12-08W. 630.04 (sP) Kc 7809060875 Sp e77i23 87 h e (£ 5 4 19 3 8 , Co Ba i * 72 , Ba n 12 . 0 2 N.88-12-OaW 14 8 T H AV E . SE . 1/ 3 8 LOT 3 i Lip ate bay N 2 yor . ¢ z @ 1S 330,04 63/./3| [63707 3200 _N.88-12-08W This map is based on King County Aerial Survey (lambert Gria) Fi ae fs fy : = o He WETLAND: SW N-68-12 paw LOT } 10 0 CU 031-87 / SH PL-OTH87 © Bi. * % Eos : wy Poe ; Pont ect (BRE jo fwiltio 18 | , PFCECT (TYP) ¥ y ——— 7. te : - Sy es Rec Me : : si Bs NORTH ELEVATION SOUTH ELEWATION SECTION A-A 4 tien [P=2orol : [Wa aa"o ZONING DlSTRicT: B-| COVE: U0.c.1985 PAST ELEVATION WEST ELEVATION es ics SEISMIC ZONE: 3 8 w a§ a OZ @ -\aN f 3 7 CHAN LINK FENCE aes % | | ig ee LTO , a | BUILDING DATA B23 9 Te cua Boe | a a ene rn en a een ee a a er af Ms ds O58 * IAG) bd =. , siathialinicamichditinnainnnndae> an ns sages 240 ee ed | f COCURANCT ~ ee z +8 < ae ! a ae aes Giese i CONSTRUCTION: VN. ye > 4a nT (va) ao oO 3 NE D NE L S O N # AR C H I T E C T ICTAL SITE. AREA? 62,996.26 sf BUILDING COVERAGE: 30,06054 2627] LANDSCAPE AREA’ 22,856 sf 2757. PAPERV IOUS ARBA ! 20,090 sf 3637. TOTAL BLDG AREA. 73,100 s+ spin in veteran taal BLDG A= 41,500 findudes IScoast for manager's apt) EL Da, b=3]|, 800 Sf ec ee NE PARKING ae | STALL/ 2000 SF, PLUS 2 STALS /BXISTING SIDEWALK je. FOR THE MANAGER'S APT ye Se 1L600 . 6+ 25238 STALLS oe ee nD f+ er wn Rep mT MuNUMENT es 7 PREUBCT Sia | Q and wi ae : | 4 ae —. oid | 3 re aa Ns sa ee $ oa ws iy * aie eet wu ns : : i . Lowe <4 7 : 7S gen a ® hegre W fia fs on | e o neg SIG , aaee 10 ea se v AN Ze oe ©: : ; | oa ij | wl ~ pete. | } : & : : et oy +a S, i ¢ | eee, “BLDG. A: a- IF AOS © a, a ae EMERGENCY GATES pee a oF Re Pal a Cae eae . au eine yy yf Prey i | wie Bub, \\ le 4 os : De sapeeenibia ' BBS SRE Is ES oh Oe ae a bet r x : SBE TT a ik ates / ese | | | if al er uae Cy 6 ge No? S8'4u" 250.0) of WPA og Se Poot PCCSU@EERGG2 oe, ana ne \ " te aoeieal eerie gees cr, ee F Qh z2/ <) SOR AT OaNECRERRERIERRED = ee 3 wy by / R ‘spam <2 Spey PROUEcTN/ 47? Pe tt | ot | el ae c ee a0) ) i {| i SAM 7 fd PB THEA a ae aii: Gh ke tt | C) he _ 9 {i tL OD if i , . 2 ae a : 1 - m4 ‘Ge: + Tr rr LE eae Bil = |) : ' Por path oh 7 UG do onote: TeeeseHu = tL re ge = Poe CUT ee ee rare MN tay © : Y oe BEAR SAME RELATION ety é £24 Se 3 Lt ie “ase a a Bie Ca Gus beg pit} Seeia ieee. 4 2S ee aoe Oy, Heya 000) om MO, H & Uy TE FINISH GRADE AS ied ad ae et Ae ee ats go x a ioe hen Sees ake So ie aot ia at 7 ) ~ dd Se / “of if ae mrys er AWE je 7 ae ‘ - ’ . } Ba, : sueaheda OO Mh, se ly IT BORE TO PREY \OUS = r is eT RIP ( TYP) Bs Sani & ise sea 7 , =e | i 1 | } ve i i 5 gl re ee: by TI oe ["¥=10! -—>" a} Y i Sere f A NN i Ore i | | Bi é i i | j i 2 5. , eS iu 7 oe stares a Ba A= 2nd FlLOok.- 21850 SF \J .) 7 erin GALY GUY WIRE me eee ip ON eae é 7 ‘ \ i SELF LZciciNG HUTS 2 ase / pA See S | | E oe SECURE TO IN aay Ate / ter r Ett tery ot alee Oe eo Sey or Vo RUB OER HOSE Bie i oe Fama (' Vane moe ae Lf roe | cp a od . ys Ree oj Tie yee «0 A a: IG [7 7 = t i eos rt + 3h cage TY i. \ | i] > 1 OO nkin vee 1 i, ‘ = j f eas sa T ] | oe 7 “ MIN. ey A elatert AAULCH jl=jOlo rn 70” 9 I oS + y t PROeCT SiaN - / eae es Bex is a es PD ae i saat H ae i c. lio & os ay het a Pt oes serv Ve cnr _ Poi dei bod (4 / - a ttt | se cil eo PLANT SCHEDULE aH an e sete ee / MERE Mage =a MAR «IL 1937 eel, PERM FER O° 5B'40"E [ae.207 3 | as at epee ale a | , WATER BAS | it £o5 PINUS CONTORTA/ SHORE PINE Bib 4 HIGH ZONE RI ZONE RB 1, - PACK ALL SOIL JOP EUNUS SERRA" QWANZAN, 14!C.-HEADED tS MIXTURE TO G' Bib. c ® GIHIN, tf Ar = mm ) CONE OF HAND- ACER CIRCIUMATUM/VINE MAPLE, CLUMP OF 3 6'-S'H, oe irae FIRPEO TOPZOIL =D ODO PHOTINIA FRASERI/PHOTINIA - s0)-2e'H \e"-24" TREE PLANTING DETAIL ES. PRUNUS LAUR COBRA AEROSNEN A teal is ITE? LANDSCAPE PLAN f : | | | [issolcou bLDe.b- LOWEK LEVEL~lOo00sF BLDG B- 2a FIcoR=- lo,coo SF — 4 y per i — tees 7 ——— A ve eee 5 4 / N I a Seis te Soa Glee oe * } | Rabat USE Re SEI SRR: OF La T » eR fave eaene ir wees ernie wiley brute seen A \ a va \ as 0b ro | & — 2 ra - Ba. le i & ghee’ ZS Peed fe a a) iS RA UD & LeLtE ; 3 t | | 7 : = . - 7 - srs eee } oe _ - : : ae pe EXISTING 4x4 CONC MON’ wv A : . De et oe 77, SIA, 4 ” ARTE (FENCE ONEN Le 7 Lo * an ny \ fp AS ATE re et AED sora mie se ee L a } " & a - » - y As _ om — —_—— —~ \ / / } | gf res Sea i re — —a ey \ j f | GHESCAPING SCREEN . AL -RECMOTID62 50164 260 ace. . “3q’ |} 30" weno Penis vey —— i NOSE 4E"E———— 250.0}! a ” ue we. v aoe * ~ \ ' 00 ee eee 3 ? — \ \ TT 9 > ~6*— eee CHAN LINK 4 — x + ~ } | iF 8 \ ep) SI QU AS, a F; +— S, OUND 8x6 CONC MOK— mel WITH 12" BRASS PLUG y =. ! z LS) / NG re, A! 5 OE * 51000 y KN FUND PSPC bad CONC MON UE 10 ORIGINAL POSITION- é ra WITH 2" BRASS CLE i 0.05 § G COR \ \ \ Lge nh . ( o¢ or a : |. “As cat ’ | . cr \. 7642/82 5Y FT Aa x. * ‘ | | ee “4 - ; ‘ ie S” OC606 AC. ~~. 4 )- @ = i { S Ls 3 ! Ss J ra Yo, & r ww Ber 2 > / ye o ) an] | > ! ia | | ; “i | Tl. ‘ ' ; Zz 1 ! } ge yy x ’ =a / ea cs ee Ms peace gt Mecca ; a 8 ra ,? a <q = - & i ELECTRICAL _— ; ,) AL KEC NO 7302200522 PN 008 58 GENE £80 O1' A wjf ia np FOC. 224 HFT. K = _— os iii. —* Aw o 3 " H 4 ’ NO°5B 46"E § 136.20 a i. PARCEL A: / \ Oe” THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION ae 6 @, TOWNSHIP 23 NORTH, RANCE S EAST, W.M., IN KING COUNTY, WASHINGTON. / . ae DESCRIBED AS FOLLOWS: y, . tk ri % BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 8) aye 4 a q THENCE WEST ALONG THE NORTH LINE THEREOF 320 FEET TO THE TRUE POINT OF EGINNING; ENCE SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION 8. A DISTANCE OF 90.07 FEET, MORE OR LESS TO THE NORTH LINE OF STATE ROAD NUMBER 2, CONVEYED TO THE STATE GF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 1395479; THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID STATE ROAD 152.88 FEET, MORE OR LESS, TO A POINT IN A LINE WHICH IS PARALLEL TO AND 175 FEET WEST OF THE EAST LINE OF SAID SECTION: THENCE NORTH ALONG SAID PARALLEL LINE 638.93 FEET. MORE OR LESS, TO THE NORTH LINE OF SAID SECTION: THENCE WEST ALONG SAID SECTION LINE 145 TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED FOR PRIMARY STATE HIGHWAY NUMBER 1, (5R 405) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879: EXCEPT THE NORTH 280 FEET THEREOF: EXCEPT THE SOUTH 190,07 FEET OF THE NORTH 490. 07 FEET THEREOF. PARCEL B: THE. SOUTH 190.07 FEET OF THE NORTH 490.07 FEET OF . THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST GUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE S EAST. W.M., IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST. ALONG THE NORTH LINE THEREOF 320 FEET TO THE TRUE POINT OF BEGINNING: EXCEPT SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION & A DISTANCE OF 590. 07 FEET; MORE OR LESS, TO THE NORTH LINE OF STATE ROAD NUMBER 2, CONVEYED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 1395479: THENCE SOUTHEASTERLY ALONG THE NORTH LINE GF SAID STATE ROAD 152. 88 FEET, HORE OR LESS, TO A POINT IN A LINE WHICH IS PARALLEL TO AND 175 FEET WEST OF THE EAST LINE OF SAID SECTION: THENCE NORTH ALONG SAID PARALLEL LINE 638.92 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SECTION: THENCE WEST ALONG SAID NORTH SECTION LINE 145 FEET TO BEGINNING; EXCEPT THAT PORTION CONDEMNED FOR PRIMARY STATE HIGHWAY NUMBER 1 (SR 405) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER £55879. THE TRUE POINT OF PARCEL C: BEGINNING ON THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 6. TOWNSHIP 23 NORTH, RANGE 5S EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON: 30 FEET WEST OF THE NORTHEAST CORNER OF: SAID SECTION B; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET: THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638. 93. FEET, MORE GR LESS, TO THE NORTH LINE OR MARGIN OF hs ici STATE HIGHWAY NO. 2: THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT 30 FEET WESTERLY OF THE EAST BOUNDARY LINE GF SAID SECTION 8. AS MEASURED ALONG-A LINE PROJECTED AT RIGHT ANGLES TO SAID EAST BOUNDARY LINE: . THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING: EXCEPT THAT PORTION CGNDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, FOR PRIMARY STATE HIGHWAY NO. 1; AND EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE HIGHWAY ENGINEER‘’S STATION 48 + OO ON THE A LINE CENTER LINE OF BR 405,. NORTH RENTON INTERCHANGE: _THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY AND ~ OPPOSITE HIGHWAY ENGINEER ‘’S STATION 23 + 50 ON THE 116TH AVENUE CENTER LINE OF SAID PROJECT; ‘ THENCE NORTHERLY TO & POINT 3O FEET WESTERLY AND OPPOSITE HIGHWAY ENGINEERS’ STATION 23 + 75 AND THE END OF THIS LINE DESCRIPTION: AND EXCEFT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906250755. Composite Legal Description That portion of the northeast quarter of the northeast quarter of Section 8, Township 23 North, Range 5 East, W.M. in King County, Washington described as follows: Beginning at the northeast corner of said subdivision; thence N89°33'SS"WU alono the north line thereof 320.00 feet; thence SOD°SS8'4E"W parallel with the east line of said subdivision 280.01 feet to the south line of the north 280.00 feet in width of said subdivision and the TRUE POINT OF BEGINNING; thence SOO°SS'4E"wW 136.20 feet to the northeasterly margin of Sunset Boulevard N.E. as condemned in King County Superior Court Cause No. 655879, said point being a point on a curve, the center which bears $27°S2'07"w 647.96 feet; thence southeasterly elong said northeasterly margin and curve to the right, through a central angle of 9199°35'17", an arc distance of 221.52 feet; thence S$42°32'36"E along said northeasterly margin 108.42 feet to the westerly margin of Edmonds Ave. N.E. as described in instrument recorded under King County Recording No. 7112290094; thence N13°49'54"E along said westerly margin 173.26 feet to an angle point in said westerly margin; thence NOO°SSB'4E"E along said westerly margin and the west line of the east 30.00 feet in width of said subdivision a distance of 430.36 feet to the sovth margin of N.E. i2th St. \ as described in instrument recorded under King County Recording No. 7906250755; thence N&S°33'S9"W along said south margin 145.00 feet; thence SOO°S8'46"W parallel with \ the east line of said subdivision 250.01 feet to the south line of the north 280.00 feet in width of said subdivisisn; thence N89°33'S5S"W along said south line 145.00 feet to the TRUE POINT OF BEGINNING. STORM C& TOP 268.3! 2a" INV (IN) 261.08 (E} 22 INV (OUT) BAEZ CN: be - 4 12 wile ) tthe 4 REE Sixt regs wre roe} et ‘) ee f Pha it bey | —~ 5x Sy 0 aie 2 po FR Oe F 4 wi « ai A ta =3t be iB i 3 et EF E Or ae | N NOTES: SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY NO. 7 AND OF LIGHT, VIEW AND AIR TO STATE OF WASHINGTON KING COUNTY REC.. NO. 7112290094 . SUBJECT TO CONDEMNATION OF ACCESS TO STATE HIGHWAY NO. AND OF LIGHT, VIEW AND AJE TO STATE OF WASHINGTON KING COUNTY SUPERTOR COURT CAUSE NO. 655879. 4. PARCEL A AND B LEGAL DESCn.PTIONS FROM CHICAGO TITLE INS. CO. ORDER NO. 110324 DATED DECEMBER 10, 1986 AT 8:00 AM. 5 PARCEL C LEGAL DESCRIPTION FROM CHICAGO TITLE INS. CO. ORDER NO. 110325 DATE DECEMBER 8B, 1986 AT 8:00 AM. 6. TOTAL PARCEL CONTAINS 104015 SQ. FT. OR 2.388 ACRES MORE OR LESS. 7, PROPERTY IS IN ZONE DESIGNATION C (AREAS OF MINTMAL FLOODING) ON FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 530088-0092. f PROPERTY IS VACANT LAND - NO ADDRESS AVAILABLE. CERTIFICATION FOR SURVEY Insurance SCALE * {"=30' BASIS OF BEARING KC 45 BENCH MARK: TOP OF MON IN CASE AT INT EDMONDS AVE NE AND NE (27! ST (NE COR OF SEC 8B) ELEVATION: 322 68 DATUM USCGS oSET HE'iP WITH CAP "TRIAD 18094" THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ee c t c d e n e n t t i n t b t n n t e a er “i c i n e SUBJECT TO RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY REC. NO. 7906250764. I hereby certify to Public Storage, Inc. and _. Company a a2 entitled “ Renton Public Storage was cround end that it and the information, courses and dist are correct, that the title lines and lines of actual po OV . prepared by me ually made upon the a s shown thereon S sion are the same, ements are as shown n there are no | this property ct a fe y ) ct er °] a) ~ » (D ry i wm oO ee ] 7 w om % S @ thet the size, location and type of buildings anc impr and all are within the boundary lines of the property; Easements, uses or encroachments from, or upon, or affect eppearing from a careful physical inspection of the same, r than those shown and depicted thereon, that al} utility services required Tor the oper- ation of the premises either enter the premises through adjoining public. ; streets, or the survey shows the point of entry and Jocation of any utilities which pass through or are located on adjoining private land, thet the survey chows the location and direction of all storm drainage systems Tor the col- , lection and disposal of al} roof anc surface drainage; that eny discharge inte streams, rivers or other conveyance system is shown on the survey; and that the parcels described hereon do not lie within flood hazard areas in accord- ' " "Elood Hazard Pa o> oe Map p or the ; Boundary Map or the "Flood i Awe ce 3 a © , .¢ $ ch a Floodway Boundary Map", or the "Flood Hazard Boundary and Floodway Map" published by the Feder + 4 aygency Manacement ‘Minimum Standard Detail Acency. This survey is made in accordance with the miu hued Requirements for Land, Title Surveys" jointly established and adopted by ALTA and ASCM in 1962.° / ; Fa a yt a Afi a A / j ; ipa fy. Cptrain DST SIGNATURE “A : ] ecrmene if / ve ~ rs _ ee aye ee 7. a alae b < py ¥ ie 63 em ™ w 3B = < APRs ae vite ; fie - a er kw DE = atl cy IPO ay ot > eS ee = edad Pawn NE. 1/4 SEC.8 T23N RSE. WM. : eee ga EN TE TT ER ES SII \ : : 5 AN ; i SAN MH . . SAN. WH TOP 279.42 \& - TOP 301 83 INY 28.90 7 : INV 293.9/ \ 5 “GATE VALVE ! . <j AN OWL VAULT SAN MHF! 3 ‘1 TOP 822 5 TOP 321.17 ; = a BNE.31277 STOKM MH STORM CB N cP TOP 279.71 FOP 279 56 c 24° INV(OLT)Z7/ 64) \ 24" INVIOWT) 272.12 CN? z * i : ZL"INV ON) 271.77 (E) e 2h" INV CIN) 272.58 CE) i ' CbB* 3 (BIN. IN) 272.4 (ND) - [ T0P 30732 + - <= y, MON € CASE el / B"NY 305.27 — Smid nes . | . C6. OLFS: = E. LINE O NEVA GECE,TEBN, REE, WM. ~ NE - S | may) \ EOE MS a <7 MON IN CASE ia Jad | --~ S10. 64! --- (OE IED ag 7 f i” . 3 A / ‘a __ __ / EDMONDS VE. N.E. | 55 Zz EB Oe S40 6-2: : =H" 7 FO coi se th iil a & i” ; W. | t,t y: [ 4, Ww CS t ] o : - i — 7 - 1 af i + / f 4 y = S a ST.LT & ov SULT. NO°58'464E Ww t t y Pal y sy/ / Fo ob atty YR! & + BoK &/ o & gr WITTER Py Famer ra ENE Ae sae ene ema es pf es eee ame z . | rs © SS a pe ‘eae / ah Yi LY 6 iTV o f i” j 0° o—y\, ., 4 J | sf THK 9° =, — 3é so 1 Z FH dt ot ee, —_ - 318 52 rl a eae tl P STOP SIGN4— | y, 4 on ) STAKE, \ 0 y | ya % \ va 4 men 7 af \ yf RE V I S I O N S Th e r a (f w Co e . (2 -2 ! - Bl o CT A ee EN G I N E E R I N G SU R V E Y I N G PL A N N I N G H1 4 1 S N E 42 8 t h St + Ki r k l a n d WA 98 0 3 4 * (2 0 6 ) 82 1 - 8 4 4 8 , SR se ee TO P O G R A P H I C SU R V E Y FO R RE N T O N PU B L I C ST O R A G E WA S H I N G T O N Se a m ee e eL IR E RE N E AR R E R R E -M t E S T R T I R Y RR NN E R oR AI I M MI R , NE RO S TA L RE N T O N , | : I ‘ £ if E i S| oe & Cae goa Wy wr OS: a ES \ . ~ 4S, a 3 “ty 2) Ls = z ry o— r = £e £¢@ re) ae SS NOTE: SEE ARCHITEC SIDEWALKS, EXTRUDED C THE INFORMATION INDICATED ON THIS PLAN , SITE PLAN FOR DIMEN NSIONING, LOCATION OF WALKWAYS, BING, CURB AND » AND ALL OTHER ARCHITECTURAL FEATURES. FOR GRADING AND STORM DRAINAGE ONLY. = |ISTOLL Pr LURE > CUT FOR DRIVEWAY, PER ZITY OF RENTON Laie Ob TAIL. BUT. £9. ‘TYPE E-54"CO MODEL Ok sé" REPTEICTOR -GROUT (TYPD CB #/- PLAN VIEW SCALE * - es COVER \© TO SC ROUND, Bouip, & MARKED “pEAIN, cerr- $ Locet We. Susy s 282.4% CHAI : BOO LB. cAPAC ITV Sdac wien aare is poOWM. AWATCH CHAW TS Ce o" o— | LU U R s * 1' - Bio CMP © 0.6% Ca J R L sRDUT (TVR) _WELD Z Gh. a WATER SEPARATO 5: RESTRICTED ORIF PATE WITH [Ser Dia. cur w B. 74 PARTS Au0 2 MUET be fee he ap seems UTE: IF OWSiMiLae mMerace age — ece THE eT asre , re 14 Ice TOP £745 JOULE L710 SL ape ~ up sare. 293.2—- ‘Of 2.2- sf eat a Ft00k - 286.0 poe © /MMSURE Tiugr A pipke KOQF DOWNSPOUTS : LECFED //TOTUE Adibaseas Pe : avs GT. Sa W2°1E 20960 Sf 36" /E. 20460 DETENTION SYSTEM 36" GO" CMP @ O57. 4'- 36" CMP @ 0.5% Sates CR 7TOCTR th m4 SEE DETAIL POCKERY PER city. OF LENTOW PUBLIC WORKS 57D. DETAILS BMT. 18 TES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. BASED ON DESIGN CONDITIONS FOR COMPLETED PROJECT. RIOD THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO INSTALLATIONS, INCLUDING BUT NOT LIMITED TO CONFORMANCE URER'S RECOMMENDATIONS FOR CONSTRUCTION LOADING ON PIPES, ALL BE u ONS. HELI AL CORRUGATED METAL PIPE (16 GAUGE) WITH 2 2/3" . GALVANIZED STEEL. ALL STEEL PIPE SHALL BE ALL . PIPE rege hag 3 BE APWA CLASS “Br AND STEEL ‘PIPE TO BE ASPHALT TREATMENT NO. 1 ‘COATED. BE TYPE IA PER CITY OF RENTON STANDARD DETAIL SHEET 58, | IED. TYPE II CATCH BASINS SHALL BE PER CITY OF RENTON = hogs 4 SHALL BE PER hig OF ge btegy STANDARD Pa ALL_WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND =CIFICATIONS. “BE RESPONSIBLE FOR [ “A” : VER) | — ADDITIONAL pong NOT SHOWN, SO AS TO AVOID. DAMAGE OR DISTURBANCE, THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE ssctuad BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH DEVELOPMENT INSPECTION ) IT SHALL BE bd agli b OF THE GENERAL pos binge TO gy Se i Loge tiv S, AND ELEVATIONS CE WITH NEW WORK, "SA CUTTING, "GRADING, L /ELING, SLOPING, DING MATERIALS AS NECESSARY. TO CAUSE THE naa OF RENTON, COMPLETE IN PLACE AND READY TO USE. ALL PROVIDE AND MAINTAIN TEMPORARY EROS CONTROL FACILITI S TO INSURE THAT SEDIMENT-LADEN WATER DOES RATURAL eat oro SYSTEM, THE SILTATION or Ee iar 0 'ICTED ‘ON THE N/ REQUIREMEN' > 3 AS CONSTRUCTION PROGRESSES DICTATE, MORE SILTATION CONTROL PactUities MAY BE REQUI 2ED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF nag dle aged B 2G swe Page OSL EGATION AND nese ometelt, TY OF ae CONTRACTOR NEEDED TO PROTECT Bem afl Ig ’ (NOTE: THE TERPGRART pealeal SEDIMENTATION CONTROL DEVICES SHALL BE IN OPERATION PRIOR TO ANY MAJOR CONSTRUCTION. ) ALL DISTURBED SURFA OTHER EROSION-RESISTA WILL BE DONE USING AN APPROVED TYPE OF TTEEDER OR THE DEPARTMENT OF PUBLIC WORKS. ES SHALL BE HYDROSEEDED PER CITY OF RENTON STANDARDS UNLESS T LANDSCAPING IS IMMEDIATELY PROPOSED. GRASS SEEDING OTHERWISE APPROVED BY SCALE: /"*=30' BASIS OF BEARING: KCAS. PENVICUMARL * JOP OF MONI. /A/CA8E AT INT. EDMONOS AVE WE. 2 ALE. (2TH ST (NE COR. OF 36C. 8) ELEV. 322.88 DATUM : USCGS Si t oe s we r e er e r e s e r e s e a d e GR A D I N G & ST O R M DR A I N A G E PL A N — JU L Y 18 , RM | DU N L A P ‘a e Pe r r o ee r i e rr re r e rr r rr r PT T e c e r r i e Te aw e d am e ee e re r e wa s e r e n e e e n e EDMONDS AVE. N.E. | lees | : oe el Fm. |S “Tl SI VA Stel be , Bt ae ht z 4 5 — pliserinleeieh ee eis eee SG j ae \ om BUILDING CLASSIFICATION DATA i as ae nhamitles gg oer cannes Pe = | Ho 48 40° © 440.30" ; 3 —~ | Cosy pT, cea 4 peer hm sae sear Oe ere es 4 ‘3 % \ ‘id i gee Fit. \ ‘ Building Tive pee DING W REMAW oT Ec) get ai \ es. , oH (EAST @) & f ey ve. Panicies) MQ Te REEMA Be 4 FRISTING et : Lg item A B OT S H Bk N Wk \/ - rT > 4 "e Ps “i Be sg Se STANDING POLE SIGN VSN vi RPency Group B-2/R-3 B-2 a 8 + ey ret 5 ee ; . m wee { be FS a Y= oe 2 xg aOR dmad ge) Ss — SEE Type of Construction YN VN AN Wy n 38 ae Te E cde P| ‘ Hf Lu 4 i § N = g peheccns BRR OS ale ae ee 2 : / / Sprinklers YES YES e os x | N Tyee: = Pere aE Sars ye ae ‘ fy Nn) < kK N : ee. : SS $ Nee ee . —- SLIDING WROUGHT yf Fi ff Number of Stories yw +> ea) a a ee ‘3 ‘ IRON POWER GATE ry (excluding basement) 7 2 V4 3 a cage ES. ‘ oes SNATIVE LANDScCAR Z = F " oe, Net Nap TO REMAIN = 4 Building Height (average) 15’ 25' ) 3 js 9 ae Roa ba NoTsPaNcLED) Ces — es IWS N a cap 3 TOR eR WROUGHT IRON “ZY x Bee. PNAS HOUSE SIOR Ace Hitt Soe We + cs - BUILDING A. FENCE Zo” a R-3 MANAGERS APARTMENT OL i 3 w ae = : Be ag x AW, ICO oF. : “ “fi ad Fo FS + Ad : Bogie . Pas 7 ae ALLOWABLE FLOOR/BUILDING AREA ‘e ra vr § te ‘ Tht. j 5 92 Oy e Building 1} = eae Item x © ae Kot fe Z 202" . "3 < x ad ~ > we SE ~~ > ~ ro fh Area based on occupancy » . > ° ROOF ABOVE —+* os & type construction 8000 8000 » ~ S one : | @" CONC] SLAB W/6x6 ge i a ms + eae —-% oie # Mite et a = ae N ~ eee »4xW1.4 W.W.F. ON 4" Re Multiplier for side a 3s m € Z z ‘ men ean 2 = x \ 27 i ops R MATERIAL— separation 1.45 1.45 A > m (ees g ‘ es a ees Wee cs eae ee ree we a = Zz Pits 2 tah : Paha fr. ee tt | ; eon : 2 3 N. ° atts a - Multiplier for sprinklers 2 z tA s bs 2 “ JO ss ay'E zeoor oF A ee pha w Ae ie ae , N DE' 4G"E 250.01 t 5 Total allowable area per floor 23200 23200 rs . : “ CHAIN : ee eee ? = Multiplier for multistory ~ 2 z| > ie. 1 / KJ j my ‘ *) é (iQ! 2 AT ON hye {ES , Tota! allowable area per building 23200 46400 = SYSTEM SHALL. HE WINTERIZED j ST TOrP ag tk 7 a lhe : Fei fae: athe Z OCCUPANCT LOAD -"TACLE 22 AN = 1,000 S44 ‘ =" CR . a ee - WAIN UNE. SHALL GE 16" DEEP C = OHEE T est "DESCRIPT los. ; LATERAL LINES fz! DEEO ‘ ACTUAL FLOOR/BUILDING AREA FiSihiL ZONE 3 ees 61: Site 4 LANC SCARE PLAN, NOTES = ALL VALVES SHALL HEIN AueteK] & aye COMIC COME Fe yee Fiooe PLANS — Pine A £427] BOXES ¢ Location A B ome ae ee 5 5 Es 3 an : — ia CJR — [4G w) owe FLCC k PLANS ~ BLD] & HYDRAULIC DATA ro Basement 19150 10600 Roo Fe - ood S| & St ee -SNSTEYA D2ZSIGN SED ON 0 zi oO 3 A 4 PAN AGHER'S RESID ENLE PLAM ) Fides 2. ae es on a = First Floor 21950 10600 WIND Re td \: vow a, P i 7 Ss ti rm — oo Car Ae : [8 ~&, LAS ‘ 3 ' Sci i a s it i AS ROCF PLANO 4 SECTIONS STAT is PRES SURE -IMSTALLA i: Second Floor ae 10600 Ah bite 1h ANS Pa j a ; ‘ pony ‘ _ ne VIE oe | oe = j ee a fr OO 5%: < mee y Ts F © ee AG BUILDING ELEVATIONS ee Bi eile PRESSURES OVER | & Total Building 219504 21 200+ is } - f SP we > . J AT.» SPETIONS $ DETAILS a : 7 a4: re eiee 2 : LSE: RAINBIRD - PACES CHAINS FENCE— + Basements ore not included in total a ADAPTER. Ww ea. a2) he P2ES building area per U.S.C. 505 (d) ty é “f bs) oe Gt an - SPHe! 5 . pe Pre KA PTE 2 Cte : —— S| FOUNDATION PLANS — BLOG Ad & eee Fee : go yim oe) stirs é| = hs P ¥ sad — tee Ll 4 PF: DUIACEN T TO Ey i > e2 eS ae oa Paar Vi PLAMS iL a rN = Th WAsa 2 CIIDYaS IF Ei <I I ere 4 me . a - Sue Eo ALL WALKS 5 CURD- = / PROJECT SUMMARY ol & fe OOF FILA 2231 ; i 4 | 2° OOF PAINE} Sepai eke on ee te as a Si whe erp ao A Ca caret 2 3 ‘ : : Oo PN pee (TS =e q WH nm Se Po Building ee a aes + BUNL_DINGS A & ae CORINKI ERED | ERE EC RR PRS : mg on FC id 1 iCei SECT: | | isd am ? DE Ney it \ Ly IN 6) is i ea we) [> ryt | IN | I ia eS Im) uae ID) \ we) A Ae AS ae at rotal ' é 3 ‘al 8! k é, 5 FLO ap FR MAAING : aac-T e 4 eer : Size 1 LOWER i FIRST ; Bi _LOWER ‘e FIRST _ SECOND Units rea 5 alti a4 EY ae She Da in yer ge Ey Se a a eM 4 SNE Skiers, eae eo 4 . Seis ty gh es a ee A ae : 7PXDDITIONAL NDsScAP 7D SxS hd NS 08 2) 2 gisit > we ' - | Z Loti FRAMING = SECTIONS ApeETAIL ee : , | a * qt ante 4 a me XREX oS a eee 5x10 G \c GOCE oS oe Bees. ate peek 7450 25 3/85 | ‘ y | - / > & ; 7 : ~, I an Se IL aE L UE. “a £ rs } : joo joe PE ay peer . a, : | LA ) A ee ee 6 ee + -—— +--+ —_ wes piers 1s 27] KOO F Ale SECTIONS 4 DETAILS re ‘ , | “ ir “ 5x15 ‘ thei he L OR es arte bs = £ 8lzi5 | } i" és | bin & THU Bee LANA AA pANECE BG Pru | —- a a SUR =< es <2 Sieg * 5-2 PANEL ELEVATIONS ee ee ee a ee eee ee 7200 io alps ty 6-1 be vy B| Ty | A ‘ I} ¥0x10 37 B 2 ie uae eee a rn facile 59 | PANEL ELEVATIONS TP. he ee Be OD pets see ca (KWANZA : : lee ee <= o fg ae raeege BO oot , | bea i e | . es coy aa ap aa 10x15 ; 2 iY We Gees 21 a BS 12750 8 see & 5 2 iG FANE _ BLEVWATI ONS Jj DETAILS ~A Pet a gaps AN fae ee E | e+ hea f RF Ay ra Ge . aT. Se Pian sacs Sen At. et 10x20 Sigh ee: Ce Ca rT eee i mast: : ain es cs Ps 225 g + “s , % ie iE a ea ‘ pF : / * t3 % i f ra . - e 2 oF Su e: Peg 22 2 ; Ko 3 — - fs ae j an os ee alge a 4 | 3 <2 “re oa ELEWATOR, SECTIONS - Elbe A rele é | Je * es De Se er se pa akg eal lees Nag AL WES ee . 10x25 2 ec Se -- | 14 3500 a an athe é ve ez, } > © 4 es, % ‘. 4 —~4+ | : ; e. : os ns ae ae eee wee T a. ig Si2 ELEVATOR SFCTIOND~ biog, & 1 phi eee aye a D GQ@ PHOTINIA PRASEI/PHOTINIA- 2026" HiGu] L TOSS bie a ae be wee fe ae Ks Nt ' ers | | 2 Bie ae | 15x or re Sage aS — Fea LE IRRIGATION PLAN lO’ LANDscA 42) BO? Pes LALRCCERAGUS ZABELIZANA ee peed at ae wy ES “4 g* aes ‘ pagees co eaeat roi aoe ie Eee Fx ’ (pie Al Total units los EA | an ae 128 624 mG Bs os Boy" Hae Le om =| Co {Ole Le ef ee ts 1 a ae | EEUUnEENGEEEnEn ge “ = + ¢¢idiz = 3 C-| GRADING ¢ STORM, 7 ee ray "gf Net total area 12625 4200.| 7625 | 8475 7525 ~~ | §3550 > Ps A C2 EROSION /SEDUAENTAT. CN GONTROL Bae DOOR AND WINDOW NOTES i < shige RCUM CALYCINIUM? ST, JORN SW AT Hallways & Misc. | 495° | £750 | 2975 i 2125 | 3075 | -— | 17850 QO. Oe iba 5 a Sore a. re he a ng || Ma ‘s Residence “a j i i Cr WATE PLAS 1. Windows shall conform to Chapter 54 of the 1985 U.B.C. and shall | peony, ~oah ee | 1500 | -- oo ss | ies aaa i 1500 } ae a bear forced entry resistance labeis. They shall be weather— ir ; sc? eee - + 4 C-4 YATES PAM 4 stripped and shall meet air infiltration standards of the Americon Po teak Pile ae ee ___._| [Gross toTat AREA | 19150 | 21950 | 10600 | 10600 | 10600 | -~ | 72900 | | $5008 National Standards institute, to comply with 81—residential window : : DOOR SCHEDULE standards ond shall be certified and iabeled. jk rs Doors @ residence entry shall have a dead locking latch device fare Pe fe RA, TOL, 2So, 20.8. ra s. Building Quantity % with a minimum throw of 1/2” and a dead boit lock with a cylinder i Kae = = - i 5 guard, o hardened steel hes a minimum throw of 1” and a Cor ben eh A ad. te CN mee eee i Tue : A minimum embedment of 5/8". They shail be interconnected so that beats ASA oe Hu Poe: het 2S 78 ¥P eect ption LOWER] 1ST |LOWERT 1ST [ 2Np | Tota! both are disengaged by turning knob/latch from the inside. a ee * 34,085 gen GQ) 8'—0"x8'—0" Porvene overhead roll—up door— 21 ue 4 7 172 32 3.>.. All exterior doors at heoted creas shall be weatherstripped. 1 ; S etd, » <5. rir . ———- Factory paint . 4. Nerify door and window sizes, types and quantities with Owner CAEN cee” Lard et een eee noe ag : (2) 8'—0°x8'-0 Filler 1 ae 1 ns 2 before ordering. sk aeledk race , <, Avie LOM “ iS StS FOR MIANAGESS Y ‘3 ps : (3) 7 0"x8"—0" Vinridke ouuheuh fell-up doa : S. All exterior swinging doors to have hold open back check closures. oe enn fea Pee tee Meteo SE SAS FP 2 Se Pee PosK > ; 2) 4 ; Factory paint = Eg vest 2 me 2 6. ~ exit doors to be openable from the inside without the use of a petite ite dod oO os 2’—-8"x8'—0" | ce ee Foe ey or any special knowledge or effort. a See eee, eee Soe GENERAL NOTES 4 (4) Filler “ 1 ace 3 7., Ali storefront doors to be centerhung. Nir } 1 it j 2 “x (5) 4'—0"x7'-0" 2 ; Porvene overhead roll-up door= : | UE | {™ af '. All construction sholl conform to the 1965 edition of the Uniform : 5. : ; White paint 65 az 44 47 58 | 309 ae ets \ Building Code and jatest editions of the Uniform Mechanical Code, o a) ia : Uniform Plumbing Code, and Nationa! Electrical Code. Bhd 7% 3’-0°x6' +8" xl aye Hollow core masonite door t Qe 2 Gypsum booerd shai! conform to Chapters 4Z and 47 of the 1985 : a J ’ - a | ‘ . _ F ? 7 of th I be | ; primed six sides — special 490°} 194} 17°] 10.) 70 | 282 = (OR A Ge ue.c. ‘ ‘ we ive y a ee 3 (7) 4’-0°x8'-O"x1 3/4” éitow Gore cmdtol dear with one piece ACES 2@ [TK 3. All walls and ceiling finishes shall have a flame spread = metal frame -- Factory paint 7 so! § 2 3 sara lly. = D /A\ hy classification of !!! per Chapter 42 of the 1985 U.8.C. o Whe S-0'x6'—8" x 5/8" Hollow core masonite wardrobe— WINDOW SCHEDULE : pe 8 RENIN aS Rah eet ig 4. All mansord ond overhangs to hove draft stops in attic. The orea sed SZ prefinished 2pr me re ed weed De ae WHITEZ—— ‘| LI } pdetween draft stops to be 3000 s.f. maximum. x —_ Deana Aiea r Building Quantity [i] GOLD ANODIZED EXTRUDED / ‘ xe C5 (9) 3'-0"X7"-0"X1 3/4 Hollow core metal door with one Type Description T ° it ALUMINUM SIGN CABINET ~~ S Enclosed attics and enciosed rafter spaces shai! be cross tri <L = piece metal frame ~ Factory paint 4 2 1 airy 2 % A B | Total 3 fe ventilated. The ventilating area shail be at least 1/150 of the z= = eee aEeT = : Seer ae ; vere [e of the attic or rafter space area. ss 7: : 40) | 3'~0"x7"-0"x1 3/4 _ Bronze anodized giass door with (A) 5'-0"x4'--0" Bronze anodized half slide w/ 3 a 5 TH} DOUBLE-FACED POLE SIGN WITH intent in UV) < : Solar Bronze temp { glass 2 cL ERs | Ae 2 Solar Bronze glass. ~ it REINFORCED POLYVINYL SIGN FACES 6. interior wails designated 1 hour firewall shall have 1 layer of pen —~= Eh Ree. | My aaa: , : = = 7 5/8 Type. xX’ gypsum wali board on ai! inside faces with 6d cooler > C- 1) 2'~8"x6'—8"x1 3/8" P Gtuline cere baeeitk door ei «cod (8) 3 -—0O°x3—0° Bronze anodized half slide w/ 1 ayig , | tI nails at 7° o.c. Block all edges. increase nail iength by ply << a one tafalttore eg 5 WA ae Pak Bos Solar Bronze glass. | Ll thickness when gypsum wall board is installed over plywood. Q a = ib ; 42) 3-0" dl —0"x1 oh Foam filled metal clad door with-deadbolt and (c) 4'~0"x7'—0" Bronze anodized window wall w/ 3 er 3 ) 11 7. Exterior walls designated 1 hour firewoli shall: hs = Co oe a one piece metal frame — Factory paint 1 cy: eBid een celle. Pa cee Baers i Solar Bronze tempered glass. ii Naat Ate Lu ~ “ Pen = re - BE Re ETE | 14 ~ Be 41/2” minimum thickness, Grade 8 solid concrete. © (Ss) S i 43) 3’—0"x6'— i i x1 ate Solid core wood door — ~ prefinished (0) 8’-0"x7'—0" Bronze anodized half slide w/ 1 Pt > 2 by oak ae ea ne rae oe : : OTE, St es SMa Scan , Spandral panel & Solar Bronze glass. 1 2 | Lt 8. Subcontractor shall submit a proposed fire sprinkler system to the a. = rg Fi — o. 4 j fire department and the Owner for approval and shall provide and Lu = i 72 Ll ow SD) | Sa ee ee es hour automatic closing fire door ‘ee ao ee ea ce O Sf Ober winser eae \ 3 v4 -— 7 ae er \ { if ectric eelegee. : << - : ‘ PROJ EC | S| ¢ N 4 \ 9. Buildings A & B shail be fire sprinkiered. Lu = >~s , : NO SCALE ; Moe 10. The term contractor shall refer to appropriate subconiractor. Y pel + ikl ie = 3 6) 7 SHEETS 5 : " : DRAWING NO. i at be Se SUE, BORNE CUl-021-¥7/SH PLO 23-87