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HomeMy WebLinkAboutLarge FormatN • + I ' LAKE WASHINGTON /7 ,J ( ! I ' ·-- / -~-' ,,a~•,,·,. ,,.,,,, ,,s.!:H:1•:,..: ''-'< ' ',,;<''"'"'''' "' '"'' ',,,. ,,,~.,~:,/ili••\c,'~i'i,i./j,~,( '~;;;'!'':,!,~l\j;f4i,:;,'/ij,T;,',<'J,;:7:'',,,~JS .. :'fl. !.--P_R_O_J E_C_T_S-IT_E__,j l (-------, .. '•.. ( ·, •, ,·' 20.3 AC -=-I .. · /:/ . ' i ' ,;/ . . . . "'' , .,, . .,"~·· . . ,r<;,-. , ~ .. ) I • ·,rnrw~~••\ ' ;I A\ I . . I -v· ·-·-../ I 1· I , RIPLEY LN N • 1-405 ! I . : l QUENDALL TERMINALS Olt}t of !1u11t11,~1 Pli\l I\\~ \cl t llU'{\it\\ \, 11\J~ ll iilOO t'~~~~-·~f~i~'r/f'.-;f l\ I : PLANT KEY LARGE SHADE TREE RED MAPLE, OAK, ASH, SV'lEETGUM, ZELKOVA, 1-1/2" MINIMUM CALIPER SMALL STREET TREE FLOl"lERING PEAR, HORNBEAM, CHERRY, HAl"lTHORN, 1-1/2" MINIMUM CALIPER AC.CENT I ORNAMENT AL TREE VINE MAPLE, DOGl"lOOD, JAPANESE MAPLE, MAGNOLIA, 1-1/2" CALIPER LARGE EVERGREEN TREE DOUGLAS FIR, CEDAR, HEMLOCK, PINE, 6' MINIMUM HEIGHT SMALL UPRIGHT EVERGREEN TREE JUNIPER, HOGAN CEDAR, ARBORVITAE, LEYLAND CYPRESS, 6' MINIMUM LARGE NATIVE/ ORNAMETAL SHRUBS DOGl"lOOD, OREGON GRAPE, STRAl"lBERRY TREE, VIBURNUM, 2 cSoALLON MINIMUM MEDIUM NATIVE/ ORNAMENTAL SHRUBS RHODODENDRONS, PIERIS, HYDRANGEA, BERBERIS, GRASSES, LAUREL, 2 GALLON MINIMUM • SMALL NATIVE / ORNAMENTAL FLOV'lEERING SHRUBS HEATHER, cSoRASSES, LAVENDER, AZALEAS, LILY, I GALLON MINIMUM 4" POTS 24" O.C. MINIMUM GROUNDC.OVER KINNIC.KINNIC.K, RUBUS, VINC.A, l"llLD STRAIAIBERRY, SALAL, I GALLON MINIMUM LAKE WASHINGTON EXISTING BNRR GRAPHIC SCALE 60' 9' ~-----SCALE: 1" = 60' 60' I en ffl CJ ~ 1ri ...... _____ _).. z 120' I TO'rAL NEW LANDSCAPE AREA= 168,387sf KEN LONEY CERTlflCA TE No. J6J '/!o.o~ ~0~.;a.o"° {\ ~~ ... 0 Q ·!cl . .,.(; ~ CJ~ ,I"'' '1i ~ <?''" ""' ~ ~~ ~~ ~ MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 9402 Tidal Court (206) 855-9572 Bainbridge Is., WA 98110 • 0 ~ C ": .a "' 0 ~·~ d) _I <[ z r= Ol w I- _I _I <[ 0 2 w =:J ~ " (J) z w f--< <[ - CJ _J 0 (J) CL (J) < "'~ "O CD :,/, u I~ 2 0 llf- ~ 2 - I d) <1[ 3 ' 2 () ll- 2 w ~ • "' CD .... 0 "O C 0 ·-"' ·-> CD ... • 0 C ~ CD ' .... ,I) 0 ..'. "O [l _JI ' u -IIL -u <[ o_ }- ~ J llf- 2 w u t<) Ill Ill N Ill N t<) <D 0 N <( • -N N <( ~ IX) m . < ~ ., . ... w .J f-- " f--< • w w V) II w~ CL~~ :J <[ ~ l) ~ z (J) < .J_ ... ... • w -0 - I V) w :,,'. " j II 0 t<) <( ~ Q1----- sheet z <[ L.~-~ _J SW QUADRANT COVERAGE 6,300sf RETAIL@P-1 (25 CARS} 4,500sf RESTAURANT@ P-1 ( 18 CARS} P-1 PARKING = 394 GROSS PARKING GARAGE AREA= 152,305gsf TOTAL BUILDING & PARKING STRUCTURE COVCRAGE = 163,105gsf SE QUADRANT COVERAGE 4,500sf RETAIL@ P-1 ( 18 CARS) P-1 PARKING= 317 ., '\ \ ·.~ ··. \,.·\ ' .. '· \'.tt\ ' .... \ .\ . \ ~\ \ . ., \ \ ',,-\ . . . GROSS PARKING GARAGE AREA= 127,932gsf " F ' 14 13 I I TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 132,432gsf . '"1" LAKE WASHINGTON . I I I i i 24' DRIVE 19 ! 17 24' DRIVE 17' !7 I- I ! I ~· l -J • 22 10 I -' -I • CL :::, CL :a; ~ CL :::, CL ! • • • I I ; . . ' ' I I ' 17 -' • • . I ' -----· -. ~ 24' DRIVE I I 19 17 i --,-- • • I I ,, ' ' / Ii '-----,---, i. ' 13 11 _J- .; I ·., .. ,.'·· . ·:. ' ., '• .. .· i -~--~. ', :~. "' ,,, /> _J '- ' 1--"-~ .,:,-.·:·.- ,- , __ ) 11 14 I I" ,. I ' I 24' DRIVE 17 19 • • 20 22 . 8 LS ' I I l , I I~ . " "I I +t. ' 20 , 11 " " CL :::, CL :;; ~ f i . • I 24' DRIVEii, LS I GE'N'.J'.ERllNE40"DRIVE--- P-1 PARKING LEVEL .... . -cc:-_-=-----==---:.--==-jj:_:::_:_==-·::..:·· ·:_::· -=-··c__· -===---:.--==:::.::.c· ·------ EXISTING BNRR GRAPHIC SCALE 60' O' 60' ~= ,vemt; Mil SCALE: 1" = 60' 120' m;:J GROUND LEVEL I ! ft . w > Ct'. (/J (/J w 0 ;i ~ P-1 SUMMARY 21,600gsfTOTAL RETAIL 9,000gsf TOTAL RESTAURANT P-1 PARKING AREA= 417,671gsf PARKING FOR 1,102 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA= 85, 130gsf NE QUAD AREA= 90,840gsf SW QUAD AREA= 163, 105gsf SE QUAD AREA = 132,432gsf 471,507 TOTAL PKG. COVERAGE NW QUADRANT COVEFMGE 6,000sf RETAIL@ P-1 (24 CARS) 4,500sf RESTAURANT @ P-1 ( 18 CARS) P-1 PARKING= 179 GROSS PARKING GARAGE AREA= 74,630gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85, 130gsf NE QUADRANT COVERAGE 4,800sf RETAIL@ P-1 ( 19 CARS) P-1 PARKING= 212 GROSS PARKING GARAGE AREA= 86,040gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf --cc:::c~-====··-_-1""i 1~, -- z -+------------ <: ©J 0 C: .., .Q WJ C -~ gi (1) -~ = ~ a; a ·~ "' = ,... 0, -WJ O .s = g ~§ 0 ..., ro "' WJ a a: @£; I ' 1J 0 ID ID + 0 1J C 0 ~ ·-> ID '- ' 0 C C C cf. "' 0 ~ N IL o '.n "' 0 t-~ I O,~ {L 1J d) _Ji <I z r= (Jl lUl t-- _J _J <I 0 z lUl =3 (3 " U) w f- <( ~ u 0 .< 2 () ll-- ~ 2 - I ill <I[ 3 ' 2 () ll-- 2 UJil Ol u " J: u ~ U) U) <( a " '+ :!l 0 ..'. u (l_ __JI ' 0 - llllll - 0 <I[ o_ )- Ol =:J ll-- 2 lllll 0 "1 U) <O N l[) <'i "1 ([) 0 N <( • -N N <( -co (J) . <( :!: "' . w I-_J f- f-(J <( <ll ~ _j !I ill~ > ~ ~ > lU w 1/) ill ::J _j ;;; ~w z~ ~ ~ ........ 1111111 -<[ sheet a._ I a._ I-• w -0 - I 1/) w :,'. (J <( _J (I 0 "1 <( - l (, ' lk _J _J <SI a z w Q a N (fl ~ (fl <ll a0 ,3 -ii Q ' +• =z ,0 14 13 ;, [l'2illl : 12 i SW QUADRANT COVERAGE 1 O,OOOgsf OFFICE ( 8,571 nsO ( 26 CARS) \ \ P-2 PARKING= 417 GROSS PARKING GARAGE AREA= 153,105gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 163,105gsf \ SE QUADRANT COVERAGE 1 O,OOOgsf OFFICE ( 8,571nsO ( 26 CARS) P-2 PARKING= 320 GROSS PARKING GARAGE AREA= 122,432gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 132,432gsf LAKE WASHINGTON 24' DRIVE 19 17 ,_ i_ ,;j, 24' DRIVE ,i, ~-I 0 ·.I ~ "' I . , ' ---/ '' -J ,1 ' ' " " z __ :1__(!_;17 0 (L ! • 'I 11- t z 0 (L 2 ;'ii 11 20 22; 19 24' DRIVE I ' U, E .. • 19. 17 I I " " ~ . , :• "'<"' ~-.-, :. :-, .. :,•, , 19 I ! i - i ' I ' ' 24' DRIVE 17 '. '19 ' I iaaaaa§d LS ,, ------+----- ' ' -+-.·· ,,,, .. ' ! ' r-___ ... --·-r-·----- r-__:____..,,/--,. --"',;!..---' . I .. ' : ' ' -----CENTERLINE 40'-E>RfVE ------ 17 10 I '' ' I ' ' z 0 (L 2 --~ " '" ~ • --- ! :25 -----t ~----------' z =-~- 0 "·+--(L ----r--! 10 I 19 [f ,22 . I ' I ' 1 ' 1111111 ' 1 I I 1 +--~'•~-'--!!,I I ....... ·---RH.TRACKS_ ---· ~.~·.-.. -___ ---~---_· · ___ ::jjj:Jl1titllilltitllllimllllltitll,111i1imWmljjji::1===----c-=:-:::::-~::c:-:c:c.:_.::_ EXISTING BNRR " b tit I w > 0:: .. o·--. (I) U) w 0 ~ s: w P-2 SUMMARY 50,000gsf TOTAL OFFICE P-2 PARKING AREA= 398,414gsf PARKING FOR 1,096 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA= 85, 130gsf NE QUAD AREA= 90,840gsf SW QUAD AREA= 163, 105gsf SE QUAD AREA = 132,432gsf 471,507 TOTAL PKG. COVERAGE NW QUADRAI\JT COVERAGE 10,000gsfOFFICE (8,571ns-O (26 CARS) P-2 PARKING= 191 GROSS PARKING GAR".GE AHEA = 75, 130gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE = 85, 130gsf NE QUADRANT COVERAGE 19,500gsf OFFICE ("16,714ns~ ( 50 CARS) P-2 PAHKING = 168 GROSS PARKING GARAGE AREA= 71,340gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf 11 iliillllW!l~:MtM:----•. · · ·, ~------r z +----------- GRAPHIC SCALE 60' O' 60' ~ d...i: 120' .~ ~/ SCALE: 1" = 60' P-2 PARKI G LEVEL C: 0 C: © C -~ fl) .2 /'fl /lJ1JJ a::o ~ ~ .... D, "' I 0 .s ~ ~2 ~ .t::: cu §? () Q . 0 G C ~ ..a "' 0 G,- d) __J <( z E Ol w I- __J __J <( 0 2 llii =1 (3 Q ' " (/J w I- <! ~ CJ 0 (/J (/J <! 2 () I- \':} 2 - I (II) <( 3 ' 2 () I- 2 w Ol ~ (I) ~ 0 "CJ C 0 ·-' VI ·-> Q) '- . 0 C '" G OJ '+ ~ 0 .,_ "CJ (L _JI ' 0 - IL - 0 <( II]_ }- Ol ~ I- 2 um 0 ·~ l() l() N l() '" I') c.o 0 N < • -N N < ~ IX! (J) . <( 3: Ul . I-w ..J I- 0 I- <( Cd ~ _j DC ww ~ w w 1/) > j I-• w w ~ -~ _, ~ :c 1/) w ~ ill O ~ z (.) ..J z a: 0 ~ j _ ... < '.'.'. -<[ sheet (L N I (L ! Buildings NW1 and NW2 -Exterior Design Goals: Provide a coordinated design language with a variety of details and materials to provide a human scale, highlight portal elements, and provide a visually interesting street-scape and facade. Buildings NW1 and NW2 There are 7 levels in these mixed use buildings as follows: • • • 0 Pl includes screened structured parking with some retail & restaurant uses south (Jcing in NW1. P2 incl\ldes screened structured parking with some office use south facing in NWl. Floors 'l-5: All residential use. Floor 1 includes an elevated landsc~ped courtyard amenity. ,_ " 15' 30' 90' BUILDING NW1 1' = 30' .()" Building NE1 There are 6 levels in this mixed use building as follows: • Pl includes screened structured parking with some retail use south facing in NW1. The office lobby is in the SW corner. • P2 includes screened structured parking with some office use south facing. • Floors 1-4: All office use. 0 10' ~ ~--1oi S' z·~ ---- 1· = 20'.()" 3b 60' BUILDING NW1 1 QUENDALL TERMINALS Retail and Restaurant Space Features: RENTON, WASHINGTON CENTURY PACIFIC, LP Residential Floors Features: • A sidewalk orientation with architecturally articulated punched openings with glass typically to sidewalk level. , These floors are setback from the base facade for modulation and visual interest. Include canopies of steel and glass for weather protection. Sconce and canopy lighting fixtures for an appropriate lighting level. Street lighting on public right-of-ways and intersections. Alternate facade materials and details are used for variety. To visually conceal the structured parking from street: • We are providing retail/restaurant and 2nd floor office space at some street facades which completely screens parking behind. • Facades with parking directly behind have the following: • • • • • Architecturally articulated punched openings in-filled with grillwork that also allows climbing vines. Intermittent trellis elements -vine covered . Berm and extend landscaping to sill of punched openings . Alternate facade materials and details are used for variety . We avoid solid walls . :2 2 4 4 ' " ' r , Additiornil architectural facade modulation is provided via: , Horizontal plan modulation with projecting decks. • Projecting vertical elements beyond the parapet. • Alternate facade materials and details are used for variety. • Architectural facade element variety. • Strong comer elements to highlight the entry portal. 1 Jlo<j" tot.<,, slf. ,Sl'P I!!' '9 -- -~ -c! = (;, I -t: <:, - . "' --'° -· .., - "' st -' ('I> - Amenities: • Large landscape courtyard at level I visually screens structured parking below and provides restful areas to view or for si&ing, reading, and strolling. It may include an exercise room or entertainment space. • Potential for rooftop plaza with landscaping and green roof elements. Exterior Finish -Buildings NW1 and NW2: Mark: Description: Material/Finish: 1. 2. 3a. 3b. 3c. 4. s. 6. Coping: Glass & store front system: Walls at Base of Building (Levels Pl & P2): Walls above Base of Building (Residential Floors 1 thru 5): Walls at Stair Penthouse & Roof Equipment: Painted Metal, color to match siding. Green tint insulated glass in aluminum frames, clear anodized -typical. Use clear glass at retail. Includes a mix of materials for variety: • Concrete -stained or painted finish . • Brick veneer with random color pattern -clear sealer finish. Includes a mix of materials for variety: • Metal Panel Siding -painted finish. • Stucco -painted finish. • Composite Panel Siding -painted finish Metal Panel Siding -painted finish. Railings, Grillwork Painted Metal, accent colors TBD and Trellis Entry Canopy: Painted Metal, accent colors TBD Green tint glazing in aluminum frame. Sconce Lighting Typical at Level Pl, Selection TBD. Fixtures: Typical at P2 Landscaped Parking Deck Selection TBD BUILDING NW2 EAST ELEVATION ](& ,. = ' -i Of( ' j •• ' I ],®J i BUILDING NE1 SOUTH ELEVATION Exterior Finish -Building NE 1: Mark: 1' 2, 3a. lb, 3($ 4. Description: Material/Finish: Coping: Painted Metal, color to match siding. Glass & storefront Green tint insulated glass in aluminum frames, clear system: anodized -typical. Use clear glass at retail. Walls at Base of Includes a mix of materials for variety: Building (Levels • Concrete -stained or painted finish . Pl & P2): • Brick veneer with random color pattern -clear sealer finish. Walls above Base Includes a mix of materials for variety: of Building (Office • Metal Panel Siding -painted finish . Floors 1 thru 4 ): • Stucco -painted finish. • Composite Panel Siding -painted finish Walls at Stair Metal Panel Siding -painted finish. Penthouse & Roof Equipment: Railings, Grill-work Painted Metal, accent colors TBD and Trellis: Entry Canopy: Sconce Lighting Fixtures: Painted Metal, accent colors TBD Green tint glazing in aluminum frame. Typical at Level Pl, Selection TBD. Typical at P2 Landscaped Parking Deck Selection TBD City of Renton Planning Division NOV 18 2009 Typical building elevations concepts by building types. 1fi1f(C\EU~f[) Colors and certain detail elements will vary for visual vitality. 0 ci V) "O "' ><:: "' -C ' C -"' ' 5 3' 2~ °' .a " a .2, a, ~ ...J -lj "O "' ..I <C z z ~ 0 r- a: ~ z w -I ... V'l _J ~ ..I .. z <C 0 r-C z UJ z cc: w ::, a [fJ w f- <( [J D [fJ [fJ <( ~ VI ll'. z w 0 -J !;: J > w w ...I J LIJ " z: z -w C ...I [J -::> z ,,cc <( >-J er:: cc z sheet -:l!:: 2 " "O C .2 "' -~ °' 0 C 0 ' '° -'"' -o --o 0... _J ... u -u.. -u cf >-cc: :::> r-z UJ u <( (T] l!1 l!1 N ' l!1 N (T] <( \ll 0 N • N UJ N ca [ll I-<( :;;: w [.J _J I= <( w w U] • I-0 l!1 N w I- ::J U] I w 0 [.J U] w ,l (I'. <( _J 0 <( (T] -P3.0 ..J w er:: C. DESCRIPTION: lHAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORlH, RANGE 5 EAST, W.M., AND SHORELAND AO JOINING L 'r1NG WESTERLY OF THE NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29; THENCE NORTH 89 °58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01 FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY; THENCE NORTI-1 29 °44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO A POINT HEREINAFTER REFERRED TO AS POINT A; TI-IENCE CONTINUING NORTH 29 °441 54" EAST 200.01 FEET TO THE TRUE POINT OF BEGINNING OF THE UNE HEREIN DESCRIBED; THENCE SOUTH 56 °28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH 59 °24'56" WEST 100.01 FEET FROM SAID POINT A; TI-IENCE NORTH 59 °24'56" WEST TO THE JNNER HARBOR LINE AND THE END OF SAID LINE DESCRIPllON; ALSO THAT PORllON OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1 AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO. 56B7408; AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY' OF RENTON, A MUNICIPAL CORPORAllON BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO. 200806'19001179. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-380710-WA1, THIRD REPORT, DATED DECEMBER 14, 2009. THE EASEMENTS SHOWN OR NOlED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE SHOWN ON MAP. 3. RELINQUJSHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDt.D: October 16, 1951 Recording no.: 4178247 © EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MARCH 20, 1963 UNDER RECORDING NO. 5562896 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: POWER LINE AFFECTS: THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: NOVEMBER 20, 19134 UNDER RECORDING NO. 5814320 IN FAVOR OF: MUNICIPALITY OF METROPOLITAN SEATTLE, ITS SUCCESSORS AND ASSIGNS FOR: UTILITY EASEMENT AFFECTS: THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY 7. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: JULY 16, 1975 RECORDING NO.: 7507160536 ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 7, 1980 UNDER RECORDING NO. 8007070459 IN FAVOR OF: CITY' OF RENTON, A MUNICIPAL CORPORATJON FOR: PUBLIC UTILITIES (INCLUDING WATER ,11,ND SEWER) AFFECTS: PORTION OF THE PROPERTY' HEREIN DESCRIBED WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY 9. SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971, AMENDMENT THERETO DATED SEPTEMBER 12, 1980, 80TI-l APPEARING UNDER RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO RECITAL ON EASEMENT UNDER RECORDING NO. 9602150669, RECORDED FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER. AU. AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES. ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: FEBRUARY 15, 1996 UNDER RECORDING NO. 9602150689 IN FAVOR OF: BARBEE MILL CO., INC., A WASHINGTON CORPORA·noN, AND J.H. BAXTER &: CO., A CALIFORNIA LIMITED PARTNERSHIP f"OR: ROADWAY AND u·nLITlES AFFECTS: Tl-IE EAST 60 FEET ADJACENT TO WEST MARGIN OF RAILROAD RIGHT-OF-WAY 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND CORNER RECORDn RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF OFFICIAL RECORDS. 12. CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT PAGE(S) 176, IN KING COUNTY', WASHINGTON. AUDITOR OR RECORDER'S CERTIFlCA TE Filed for record this day of ___ , 20 ___ at M. in Book __ of Surveys at page at the request of BUSH, ROEO & HITCHINGS, INC. COUNTY AUDITOR OR DIVISIO~~ OF RECORDS & ELECTIONS County Auditor or Super~tendent of Records > > ' > ~ SW 1 /4 SECTION 29, T24N, R5E, W.M. ~ ~~ 6EASEMENT, INCLUDING TERMS ANO PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 2, 2008 UNDER RECORDING NO. OWNER: 20080902001178 AL TINO PROPERTIES, INC. AND J.1-1. CITY OF RENTON, A MUNICIPAL CORPORATION, ITS BAATTNXT~. RRO&BERCOT. CUGINI SUCCESSORS AND ASSIGNS IN FAVOR OF: FOR: SANITARY SEWER UTILITIES AND UTILITY PIPELINES 800 S. THIRD STREET AS DESCRIBED THEREIN RENTON, WA 98057 AFFECTS: 1'14:\ PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RA!lROAD RIGHT-OF-WAY. V This company will require that the "privote roodway ond crossing agREEMENT", AND ANY ASSIGNMENTS OR MODIFICATIONS THEREOF WHICH WERE ISSUED BY THE RAILROAD COMPANY, BE SUBMITTED FOR EXAMINATION. THE COVERAGE THEN AFFORDED UNDER ANY POUCY(IES) ISSUED, RELATIVE TO ACCESS TO SAID PREMISES, WILL BE LIMITED BY THE RESTRICTIONS, CONDITIONS AND PROVISIONS AS CONTAINED THEREIN. If no "aGREEMENT' EXISTS, THE FORTHCOMING POUCY(IES) WILL CONTAIN THE FOLLOWING EXCEPnON: THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT--OF-WAY. 15. ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF THE SAID 2ND CLASS SHORELANDS. HL RIGHT OF THE STATE OF WASHINGTON IN AND TO TI-IAT PORTION, IF ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW TI-IE LINE OF ORDINARY HIGH WATER OF LAKE WASHINGTON. 17. RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR TI-IE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOAllNG, BATHING, SWIMMING, WATER Sf(IING AND OlHER RELATED RE CREA TlONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LIEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF ·rHE PREMISES SUBJECT TO SUCH SUBMERGENCE) 18. TERMS, CONDITIONS, PROVISIONS AND STIPULATIONS OF 11HE JOINT VENTURE AGREEMENT OF QUENDALL TERMINALS, A WASHINGTON JOINT VENTURE. A COPY OF THE CURRENT AGREEMENT AND ANY AMENDMENTS MUST BE SUBMITTED e.BIOR TO CLOSING, ANY CONVEYANCE OR ENCUMBRANCE OF THE JOINT VENTURE PROPERTY MUST BE EXECUTED BY ALL OF THE JOINT VENTURER. 19. TITLE TO VEST IN AN INCOMING OWNER WHiOSE NAME IS NOT DISCLOSED. SUCH NAME MUST BE FURNISHED TO US SO THAT A NAME SEARCH MAY BE MADE. 20. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN'IITLED "ORDINANCE NO. 5463" RECORDED AUGUST 10, 2009 AS 20090810001984 OF OFFICIAL RECORDS. 21. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. AREA TABLE APPLICANT: CENTURY PACIFIC, LP. ATTN: CAMPBELL MATHEWSON 1201 3RD AVENUE, SUITE 1680 SEATTLE. WA 96101 LICENSED LAND SURVEYOR: BUSH, ROEO AND HITCHINGS, INC. ATTN: DAKIN A. BELL 2009 MINOR AVENUE EAST SEAffiE, WA 98102 ENGINEER: KPFF CONSUL TING ENGINEERS ATTN: TOM JONES 160'! FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 SITE NOTES SITE ADDRESS: 4.350 LAKE WASHINGTON BOULEVARD RENTON, WASHINGTON TAX ACCOUNT NO.: 292405-9002-03 HORIZONTAL DATUM: NAO 83/91; CITY OF RENTON MONUMENTS SHOWN HEREON WERE VISITED IN OCTOBER 1999, USING A WILD TC1 OOOU ELECTRONIC THEODELITE, SERIAL NUMER 337190. ZONING AND SETBACKS: ZONING : COMMERCIAL/OFFICE/RETAIL SETBACKS: DETERMINED THOUGH SITE DEVELOPMENT PLAN REVIEW. PER CITY OF RENTON MUNICIPAL CODE 4-2-1208. DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, Tl-IE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREIN DESCRIBED MAKE A BINDING SITE PLAN PURSUANT TO CHAPTER 58.17 R.C.W. AND DECLARE THE BINDING SITE PLAN TO BE A GRAPHIC REPRESENTATlON OF THE SAME AND THAT SAID BINDING SITE PLAN IS MADE IMTH FREE CONSENT AND IN ACCORDANCE WITHTEH DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET HANDS AND SEALS; CENTURY PACIFIC, LP. BY DATE APPROVALS: CITY OF RENTON ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS EXAMINED AND APPROVED PER RCW 58.17.160 (1) THIS _____ AY OF -----20~ ADMINJSTRATOR, CITY' OF RENTON KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _____ AY OF-----20_. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR KING COUNTY FINANCE DIVISION CERTIF!CA TION I HEARBY CERTIFY THAT ALL PROPRTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THS OFFICE FDR COLLECTION ON ANY OF Tl-IE PFWPERTY HEREIN CONTAINED DEDICATED AS STREETS ALLEYS OR ANY OTHER PUBLIC USE, ARE PAID IN FULL. 1 THIS , __ .,.,DAY OF -----20_. DIRECTOR, KING COUNTY OFFICE OF FINANCE DEPUTY' DIRECTOR, KlNG COUNTY OFFICE OF FINANCE PARCEL AREA ( 110,000 SQ. FT. OR AREA OF TOTAL PARCEU 1,375,165 SQ. FT. i BUILDING NW 2 2.5253 AC. (22,000 PER RES. FLOOR) l PER LEGAL DESCRIPTION OR 31. 5694 AC. LOT 1 34,963 SQ. FT. OR 0.8026 AC. LOT 2 93,065 SQ. FT. 08,/ 2.1365 AC. __ ,...,_ LOT 3, 94,590 SQ. FT. OR 2.1715 AC. LOT 4 134,461 SQ. FT. OR 3.0868 AC. LOT 5 182,643 SQ. FT. OR 4.1929 AC. LOT 6 113,599 SQ. FT. OR 2.6079 AC. LOT 7 50,725 SQ. FT. OR 1.1645 AC. -· PRIVATE ST. D 38,243 SQ. FT. OR 0.8779 AC. PRIVATE ST. F 23,248 SQ. FT. OR 0.5337 AC. PUBLIC STREETS 159,834 SQ. FT. OR 3.6693 AC. EXISTING 1,385,199 SQ. FT. UNDEVELOPED AREA OR 31. 7998 AC. IMPERVIOUS SURF ACES 159,808 SQ. FT. OR 3.6687 AC. TOTAL PAVEMENT 139,431 SQ. FT OR 3.2009 AC. --- .... .,, ..... y ..., ... --..~~-......--............ ...........-,.,,.,.....--..,..,~~,--~.------...,..--~ ..... ---- LANDSCAPING IN MAIN 3,570 SQ. FT. PARKING LOT (LOT 3) OR 0.0820 AC. BUILDING NW 1 187,400 SQ. FT. OR 4.3021 AC. (INCLUDES PARKING AREA) (16,500 PER RES. FLOOR) j I ( ~ ( ( ( ( I ( ( ( ( ( ~ ( ( > BUILDING SW 1 BUILDING SW 2 BUILDING SW 3 (INCLUDES PARKING AREA) BUILDING SE 1 BUILDING SE 2 BUILDING SE 3 (INCLUDES PARKING AREA) 187,000 SQ. FT. OR 4.2929 AC. (37,400 PER RES. FLOOR) 209,000 SQ. FT. OR 4.7980 AC. (41,800 PER RES. FLOOR) 404,410 SO. FT. OR 9.2840 AC. (19,800 PER RES. FLOOR) 94,600 SQ. FT. OR 2.1717 AC. (18,920 PER RES. FLOOR) 97,900 SQ. FT. OR 2.2475 AC. (19,580 PER RES. FLOOR) 357,614 SQ. FT. OR 8.2097 AC. ("19,500 PER RES. FLOOR) ) ) j ( { i ) i ~ BUILDING NE 1 254,880 SQ. FT. OR (INCLUDES PARf<ING AREA) 5.8512 AC. (19,500 PER RES. FLOOR) BUILDING FOOT PRINT 471,507 SQ. FT. OR 10.8243 AC. 1 I ( ~ ·- PERCENTAGE OF 60.8% LOT COVERAGE 1 CLOUDED AREAS FROM LANCE MUELLER & . , __ 1 <~~~~~~~u~~~~~u~~~~~ MER1~~R) '~-· BNR,R LAKE WASHINGTON LAKE WASHINGTON BLVD REFERENCES: 'I.JI /O 1. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 20000209900005, RECORDS OF KING COUNTY, STATE OF WASHINGTON. CONTROL DIAGRAM 1"=1000' E 1/4 SEC. 29 FD J/8" BRONZE PLUG AND PUNCH IN CONC, POST. ON. 0.8' IN CASE SW 1/4 SECllON 29, T24i'l,45E GOV'T. LOT 5 AT INT. OF SE 72ND STf & 116TH AVE. SE. #1833 N=199349.51 E=1306404.3807 SE 1/4 SECTION 29, mi T24N,45E cil ~I SE COR. SEC. 29 I' FD 3 1/2" BRASS DISC W/ PUNCH ON CONC. ~, POST. DN. 1.5' IN CASE,!'ll 1 AT CONSTRUCTED CL OP,g 1 7 ,, / sE BOTH sT. & 116TH a/' vo, AVE. SE. \;~ 3Q'56'1R"W/ #lB93 150 001' N=196688.911 ••. ; 600.00 96 .3.'3 r I E""1Jos3so.so9 . , f Renton '-NS8"4B'56"W 21-98.52-;·"~i----Na~47,06.,w-2 -1-3 -2P1~~ ' -Division 149.74' ) 0 . FD 3/8" BRONZE PLUG AND PUNCH IN CONC. POST. NW 1/4 SECTION 32, DN. 0.5' IN CASE. SE CORNER GOV'r.J.t\1:h2~ 1010 T24N,45E #1834 GOV'T. LOT 1 N=196744.3239 E=l 303747.9864 SURVEYOR'S CERllF'ICA lE BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC, L.P. This mop correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of CElflURY ~P, ~ in ::,P.,.,,W"(, 20 Io ~~-·~ ~ Certificate No. 44648 BUSH, ROED & HITCHINGS, INC. CrVll ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE EAST SEATILE, WASHINGTON 98102-35"13 (2.06) 323-4144 1-800-935-0508 FAX# (206) 323-7135 CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DRAWN BY TRS DATE: 01 /20 /10 JOB # 2009050. 02 CHECKED BY DAB SCALE:1» = 100' SHEET OF 5 -------·--- 0 100 ( IN FEET ) 1 inch = 100 ft. SW 1 /4 SECTION 29, T24N,45E GOV'T LOT 5 200 TAX ACCT. NO. 292405900203 LOT 6 {F,87"24'565 Rm76.00 L..,115.95 ORDINARY HIGH WATER LINE AT 18.6' ELEVATION. S01'11'04"W / 38.55' I Naa·4a'55"w 20.87' N01i1'D4"'E 38.55' S01"11'04"W 279.45'± 42.00' "'---i'.n NW 1/4 SECTION 32, T24N,45E GOV'T LOT 1 SW 1 / 4 SECTIC1\J 29, T24N, RSE, W.M. I'......_ I ......_ I "' ' ITAX ACCT. NO. ) / 292405901201 / I I INJ1"2J'05"E 44.78' LOT 1 PLAT OF BARBEE MILL VOL 246, PGS. 25-.39, REC. NO. 20080208000182 !-'-------283' -+------;:J PROPOSED BUILDING S!l8"48'56"E SE 1 -J., E7::7 400.84' b OJ l"- L .. ~lll-~-..i.. --------- I . ----.. -- GOV'T LOT 5 I TAX ACCT. NO. 292405900104 / U.S. DOT PERMIT NUMBER 927465A M.P. 6.23 (NOT SHOWN IN CURRENT TITLE REPORT) GOV'T LOT 4 I I UNE TABLE LINE BEARING LENGTH L1 N30'56'16"E 23.97 L2 N57'40'12"E 26.67 L3 S30'56'16"W 57.08 L4 S59'03' 44"E 13.25 L5 N30'56'16"E 72.96 L6 N61i0'35"W 12.63 © SANITARY SEWER EASMENT, REC. NO. 20080902001178 / I I I I I I I I ® I I / I I I I I I 1 o' UTILITY EASMENT, REC. NO. 5814320 I -- I I I J/ I I I I I I /_. ··- I I BOUNDARY INFORMATION 1 I I I I I I I C.O.R. #1843 ) ·-.. _A~ City ?f ~•Vton .... Planning Division JAN ? 8 2010 BUSH, ROED & HITCHINGS, INC. DRAWN BY TRS DATE: 01/20/10 JOB # 2009050.02 CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE EAST SEATTLE,. WASHINGTON 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 CHECKED BY DAB SCALE: 1" = 1 oo· SHEET 2 OF 5 84"METRO SEWER(R) SW 1/4 SECTION 29, T24N, R5E,. W.M. EV ELECTRICAL VAULT !8l JUNCTION BOX TD TELEPHONE DUCT ET ELECTRICAL TRANSFORMER 0/H E/T OVERHEAD ELECTRIC/TELEPHONE II TELEPHONE SENTRY 80X ADS PLASTIC PIPE EM IQ] ELECTRIC METER " POWER POLE TV TELEPHONE VAULT i BLOWOFF VALVE FIRC FOUND IRON ROD AND CAP 0---0 POWER POLE W/ LIGHT TMH TELEPHONE MANHOLE TE TOP ELEVATION CATV CABLE TELEV1Sl10N FM FORCE MAIN (P) PAINTED UTILITY LOCATION -¢ FIRE HYDRANT (R) RECORD UTILITY LOCATION El3 WATER METER :¢c @ LIGHT POLE ss co SANITARY SEWER CLEANOUT WATER MANHOLE m GAS VALVE coc CENTER Of CHANNEL ss SANITARY SEWER w WATER LINE G GAS LINE CONG. CONCRETE GMIQ] SSMH@ SANITARY SEWER MANHOLE WV WATER VAULT GAS METER IXI WATER VALVE [I] DRAIN INLET ---31 GUY ANCHOR SD STORM DRAIN ED ELECTRICAL DUCT IE INVERT ELEVA 110N SDMH@ STORM DRAIN MANHOLE SHEET LAYOUT ~ ?-, ,,.,o . ~-·' "'' kY i I_' _I 10"D1P W(P) ,,J{} 1D(P)· , .,.·,,.,;\~,,,'',,,,,,,, __________ ) ' ';r- ' ,,,, ,,.9 WATER y· ·iui MARKERS ''"'{;/ f -----------------------,',i:... --- ---.,.. ',• ,. .. .' ,,,'', _____ ,_ cJ ,,..... "O .__.. CATV(P) llO ( IN FEET ) 1 inoh = 20 ft. T IZ"SS(R) INLET TE=26.87§ o)it?··· ··, · U) rrl rs, -~~~~--~~----~~--------r .................. ---------------,:-:'.:-~::-:~:-:::-····-.,~~~~----.......... ----........ ~~--~ · ·:: .. ·::~·· .. : ·;,::. · 1 z;. ·o;;;·w(r) , ... ··:,: ::: .. rr1 !:l" QJp W(R) iO{P) o/'n (&T BNRR RIGHT OF WAY l G(P) BRM------------BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 913102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 5", DIP W(R) G(P) EXISTING UTILITIES TD(P) -~ "' ·:.,,:.t:~:.:~~~~:·-.::_:~:_:_ ·. ..~ ""'·'', . rrl :-1 ~ G City OJ, n · r nenton Planning Division JAN .? 8 WW ,,,,.,,,,,,, "•,,., $ lRl~CC~OW~{Q) BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC, L.P. CITY OF RENTON, KING COUNTY, STA TE OF WASHINGTON DRAWN BY TRS DATE: 01/20/10 JOB # 2009050.02 CHECKED BY DAB SCALE: 1" -20' SHEET 3 OF 5 ) T 0/H T IH E&T G(P) 0/H T INLET TE"'26.87§ G(P) ELECTRIC PANEL ~ ,. ,. .. ,_.·····""'\ ---------------.~ G(P) 20 ( IN FEET ) 1 inch = 20 ft. WATER SPIGOT I § lNLET TE=41 ?8 (FULL OF DlRT) INLET TE"'39.9J (IO"VERTICAL IP) § SW 1 / 4 SECTION 29, T24N, R5E, W.M. TD(P) 0/H T 12"SS(f{) BNRR RIGHT Of WAY 0/H E&T .. ,, .. 0/H .. y ··· 6" DIP W(R) G(P) SHEET LAYOUT BRH _______ ~-------------- BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102-3513 (206) 323·-4144 1-800-935-0508 FAX# (206) 323-7135 .. }?'.:~s(R) --~,.,· ·~-,, .•... ,.,., ,--~--·· """''···-~· ',., .. __ - m TD(P) EXISTING UTILITIES \7 c· . ity of Renton Planning o· .. 1v1s1on JAN 7 8 WW lRi {fl (C; [JE ow~ lJJJ VJ 1'11 1'11 w :c fTJ ITI ...... 01 BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC, L.P. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DRAWN BY TRS DATE: 01 /20 /10 JOB # 2009050. 02 CHECKED BY DAB SCALE: 1" = 20' SHEET 4 OF 5 ., , . .,,,,, .. , ... 1 q BNRR RIGHT Of WAY F /0 MARKER '\1 TD(P) 0 0/H T ~ M G(P) 0/H T LM<E WASHINGTON BLVD. l G(P) 0/H E&T ~ .. ~ ... ..d. 10 ao ( lN FEET ) 1 inch == 20 ft. SW 1 /4 SECTION 29, T24N, R5E, W.M. 1:2" DIP W(P) , 0/H E&T ED(P) b/H r. TD(P) 0 '-. .::i:: .. ·: 3. LfyJ G(P) ~~~~~~~~~-.---~~~~~:M I l BRM _____________________ _ BUSH, ROED & HITCHINGS, INC. CIVIL ENGlt-.JEERS & LAND SURVEYORS 2009 MINOR AVENIJIE EAST SEATTLE, WASHINGTON 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 SHEET LAYOUT VF /0 MARKER g ....... . 0/H E EXISTING UTILITIES 84"METRO "SEWER(R) City of Renton Planning Division BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC, L.P. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DRAWN BY TRS DATE: 01/20/10 JOB # 2009050.02 CHECKED BY DAB SCALE: 1" = 20' SHEET 5 OF 5 I ' \. DESCRIPTION: THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., AND SHORELAND ADJOINING l YING WESTERLY OF THE NORTHERN PAOFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29; THENCE NORTH 89 °58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01 FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFlC RAILROAD RIGHT-OF-WAY; THENCE NORTH 29 °44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO A POINT HEREINAFTER REFERRED TO AS POINT A; THENCE CONTINUING NORTH 29 °44'54n EAST 200.01 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE SOUTH 56 °28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH 59 °24'56" WEST 100.01 FEET FROM SAID POINT A; THENCE NORTH 59 °24'56" WEST TO THE INNER HARBOR LINE AND THE END OF SAID LINE DESCRIPTION; ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1 AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO. 5687408; AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO. 20060619 001179. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIP'TION SHOWN, FURNISHED BY FIRST AMERICAN llTLE INSURANCE COMPANY, COMMITMENT NO. NCS-380710-WA1, THIRD REPORT, DATED DECEMBER 14, 2009. Tr!E EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMilTMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE SHOWN ON MAP. 3. REUNQUISHMENT OF ALL EXISTING AND FU11JRE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: October 16, 19151 Recording no.: 4178247 G EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MARCH 20, 1963 UNDER RECORDING NO. 5562896 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A FOR: AFFECTS: CORPORATION, ITS SUCCESSORS AND ASSIGNS POWER LINE THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320 IN FAVOR OF: MUNICIPALITY OF METROPOLITAN SEATTLE, ITS FOR: AF'FECTS: SUCCESSORS AND ASSIGNS UllLITY EASEMENT THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY 7. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: JULY 16, 1975 RECORDING NO.: 7507160536 ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED mEREIN: RECORDING INFORMATION: JULY 7, 1980 UNDER RECORDING NO. 6007070459 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: PUBLIC UTIUTlES (INCLUDING WATER AND SEWER) AFFECTS: PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY AND ADJACENT TO RAIUWAD RIGHT-OF-WAY 9. SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET llMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, '1971, AMENDMENT THERETO DA TED SEPTEMBER 12, 19BO, BOTH APPEARING UNDER RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER. ALL AMENDMENTS TO SAID JOINT VEN11JRE AGREEMENT MUST BE SUBMITTED PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES. @EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: FEBRUARY ·15, 1996 UNDER RECORDING NO. 9602150689 IN FAVOR OF: FOR: AFFECTS: BARBEE MILL ca., INC., A WASHINGTON CORPORATION, AND J.H. BAXTER & CO., A CALIFORNIA LIMITED PARTNERSHIP ROADWAY AND UTILITIES THE EAST 60 FEET ADJACENT TO WEST MARGIN OF RAIILROAD RIGHT-OF-WAY 11. THE TERMS AND PROV1SIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND SW 1/4 SECTION 29, T24N, R5E, W.M. ®EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 2, 2008 UNDER f{ECORDIMG NO. IN FAVOR OF: FOR: AFFECTS: 200130902001178 CITY OF RENTON, A MUNICIPAL CORPORATION, ITS SUCCESSORS AND ASSIGNS SANITARY SEWER UTILITIES AND UllLITY PIPELINES AS DESCRIBED THEREIN (f;i.\PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY. V This company wlll require that the "private roadway and crossing agREEMENr, AND ANY ASSIGNMENTS OR MODIFICATIONS THEREOF WHICH WERE ISSUED BY THE RAILROAD COMPANY, BE SUBMITTED FOR EXAMJNATION. THE COVERAGE TI-JEN AFFORDED UNDER ANY POLICY{IES) ISSUED, RELATIVE TO ACCESS TO SAID PREMISES, WILL BE LIMITED BY THE RESTRICTIONS, CONDITIONS AND PROVISIONS AS CONTAINED THEREIN. If no "aGREEMENr' EXISTS, THE FORTHCOMING POUCY(IES) WILL CONTAIN THE FOLLOWING EXCEPTION: THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT-OF-WAY. 15. ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF THE SAID 2N1D CLASS SHORELANDS. 16. RIGHT OF THE STATE OF WASHINGTON IN AND lO THAT PORTION, IF ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF LAKE WASHINGTON. 17. RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOl ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY DR AFHIFICIAU. Y TO A MAINTAINED OR FLUCTUATING LEVEL, AU. AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE PREMISES SUBJECT TO SUCH SUBMERGENCE) 18. TERMS, CONDITIONS, PROVISIONS AND STIPULA llONS OF THE JOINT VENTURE AGREEMENT OF QUENDALL TERMINALS, A WASHINGTON JOINT VENTURE. A COPY OF THE CURRENT AGREEMENT AND ANY AMENDMENTS MUST BE SUBMITTED PRIOR TO CLOSl~G. ANY CONVEYANCE OR ENCUMBRANCE OF THE JOINT VENTIJRE PROPERTY MUST BE EXECUTED BY ALL OF THIE JOINT VEN11JRER. 19. TITLE TO VEST IN AN INCOMING OWNER WHOSE NAME IS NOT DISCLOSED. SUCH NAME MUST BE FURNISHED TO US SO THAT A NAME SEARCH MAY BE MADE. 20. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT Etl'IITLED nORDINANCE NO. 5463" RECORDED AUGUST 10, 2009 AS 2009081,0001984 OF OFFICIAL RECORDS. 21. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIX11JRES AT THE EXPIRATION OF THE TERM. AREA TABLE ~ ADDRESSES: OWNER: AL TINO PROPERTIES, INC .. AND J.H. BAXTER & CO. A TIN: ROBERT CUGINI 800 S. THIRD STREET RENTON, WA 98057 APPLICANT: CENTURY PACIFIC, L.P. A TIN: CAMPBELL MATHEWSON 1201 3RD AVENUE, SUITE 1680 SEA TILE, WA 98101 LICENSED LAND SURVEYOR: BUSH, ROED AND HITCHINGS, INC. A TIN: DAKIN A. BELL 2009 MliNOR AVENUE EAST SEAn1.E, WA 96102 ENGINEER: KPFF CONSUL TING ENGINEERS ATTN: TOM JONES 160! FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 SITE NOTES SITE ADDRESS: 4350 LAKE WASHINGTON BOULEVARD RENTON, WASHINGTON TAX ACCOUNT NO,: 292405-9002-03 HORIZONTAL DA TUM: NAO 83/91; CITY OF RENTON MONUMENTS SHOW!II HEREON WERE VISITED IN OCTOBER 1999 USING A WILD TC1 OOOU ELECTRONIC THEODELITE, SERIAL NUMER 337190. ZONING AND SETBACKS: ZONING : COMMERCIAL/OFFICE/RETAIL SE1BACKS: DETERMINED THOUGH SITE DEVELOPMENT PLAN RE\llEW. PER CITY OF RENTON MUNICIPAL CODE 4-2-1208. DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREIN DESCRIBED MAKE A BINDING SITE PLAN PURSUANT TO CHAPTER 58.17 R.C.W. AND DECLARE THE BINDING SITE PLAN TO BE A GRAPHIC REPRESENTATION OF THE SAME AND THAT SAID BINDING SITE PLAN IS MADE W1TH FREE CONSENT AND IN ACCORDANCE WITHTEH DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET HANDS AND SEALS; CENTURY PACIFIC, L.P. BY DATE t.PPROVALS: CITY OF RENTON ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS EXAMINED AND APPROVED PER RCW 58.17.160 (1) THIS ____ ..vAY OF -----20~ ADMINISTRATOR, CITY OF RENTON KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AMO APPROVED lHIS ____ _.,AY OF-----20_. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR KING COUNTY FINANCE DIVISION CERTIFICATION I HEARBY CERTIFY THAT ALL PROPRTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CER11FIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS OR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS __ .,...DAY OF ___ 20_. DIRECTOR, KING COUNTY OfffCE OF FINANCE DEPUTY DIRECTOR, KING COUNTY OFFICE OF FINANCE 110,000 SQ. FT. OR PARCEL AREA OF TOTAL PARCEL AREA ( ( BUILDING NW 2 2.5253 AC. l PER LEGAL DESCRIPTION LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 PRIVATE ST. D PRIVATE ST. F PUBLIC STREETS EXISTING UNDEVELOPED AREA IMPERVIOUS SURFACES TOTAL PAVEMENT 1,375,165 SQ. FT. OR 31.5694 AC. 34,963 SQ. FT. OR 0.8026 AC. 93,065 SQ. FT. OR 2.1365 AC. 94,590 SQ. FT. OR 2.1715 AC. 1.34,461 SQ. FT. OR 3.0868 AC. 182,643 SQ. FT. OR 4.1929 AC. 113,599 SQ. FT. OR 2.6079 AC. 50,725 SQ. FT. OR 1.1645 AC. 38,243 SQ. FT. OR 0.8779 AC. 23,248 SQ. FT. OR 0.5337 AC. 159,834 SQ. FT. OR 3.6693 AC. --- 1,385,199 SQ. FT. OR 31. 7998 AC. 159,808 SQ. FT. OR 3.6687 AC. 139,431 SQ. FT OR 3.2009 AC. ----------~--- -~ ! ( ( ( ( ! f ( f J l ( ( ( ( ( ( (22,000 PER RES. FLOOR) 187,000 SQ. FT. OR BUILDING SW 1 4.2929 AC. (37,400 PER RES. FLOOR) 209,000 SQ. FT OR BUILDING SW 2 4.7980 AC. (41,800 PER RES. FLOOR) BUILDIMG SW 3 404,410 SQ. FT. OR 9.2840 AC. (INCLUDES PARKING AREA) (19,800 PER RES. FLOOR) 94,600 SQ. FT. OR BUILDING SE 1 2.1717 AC. (18,920 PER RES. FLOOR) BUILDING SE 2 97,900 SQ. FT. OR 2.2475 AC. (I 9,580 PER RES. FLOOR) BUILDING SE 3 357,614 SQ. FT. OR (INCLUDES PARKING AREA) 8.2097 AC. (19,500 PER RES. FLOOR) BUILDING NE 1 254,880 SQ. FT. OR (INCLUDES PARKING AREA) 5.8512 AC. (19,500 PER RES. FLOOR) BUILDING FOOT PRINT 471,507 SQ. FT. OR 10.8243 AC. PERCENTAGE OF LOT COVERAGE 60.8% CLOUDED AREAS FROM LANCE MUELLER & l ) . ) j ~ ~ j ) J ~ ) ~ < ' < ' MER1~liR) ISLA; __ BNRR LAKE WASHINGTON LAKE WASHINGTON BLVD ·ti) VICINI!:_( MAP CONTROL DIAGRAM 1"=1000' SW 1/4 SECTION 29, T24N,45E GOV'T. LOT 5 o\ 1..1 /'O REFERENCES: 1. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 20000209900005, RECORDS OF KING COUNTY, STATE OF WASHINGTON. E 1/4 SEC. 29 °FD 3/8" BRONZE PLUG AND PUNCH IN CONC. POST. ON. a.a' IN CASE AT INT. OF SE 72ND ST~ & 11 6 TH A VE. SE. #1833 N=199349.51 E=1306404.3807 , SE 1/4 SECTION 29, 1g_JI T24N,45E ~ BLVD. . ii r------'/'-·----·----t·---· - 1 ~~ ~ 0~i}E~Rf is rnsc 1· I W/ PUNCH ON CONC. ,w ' J POST. DN. 1.5' IN CASE:::l; 1 AT CONSTRUCTED CL Off8 I 7.J-, J SE 80TH ST. & 116TH 01 CORNER RECORD# RECORDED MAY 29, 1997 AS RECORDING NO, 9705290636 OF (' OFFICIAL RECORDS. • V ,,.----~,---'-,-"',,-y-.....--..., V "V "V l"'V .,,,.~~--...,.--.........-...._,..-.,_~---.... "V 'V 'V ...,. ) ~' ASSOCIATES SITE PLAN PAGE PO.O, DATED 11/16/09.' _./~"-.._,;,.,_,_,.._.,._,............~_,....~,~ ........... -~........,"-'"..........,._ ............... ..,.~,....,.__...~.........._.... 0'1 AVE. SE. ~~I k30'56' " I #1893 I ;:, Ip WI N=196688.91r· .. ~ . • \~ 12. CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED LANDSCAPING IN MAIN 3,570 SQ. FT. PARKING LOT (LOT 3) OR 0.0820 AC. ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT PAGE(S) 176, IN KING COUNlY, WASHINGTON. ! BUILDING NW 1 (INCLUDES PARKING AREA) 187,400 SQ. FT. OR 4.3021 AC. (16,500 PER RES. FLOOR) I ~ AUDITOR OR RECORDER'S CERTIF1CA TE Filed for record this day of , 20 at M. in Book ~-of Surveys at page ___ .. -at the request of BUSH, ROED & HITCHINGS, INC. COUNTY AUDITOR OR DIVISION OF RECORDS & ELECTIONS County Auditor or Superintendent of Records SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of CENTIJRY P LP. _ in ~~vW,11, 20~ If'---'"; S-- Certificate No. BRH-~--------~~~~~- BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE E.AST SEA TILE, WASHINGTON 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 . d;f·fr,s· E=13063S0.60~lty .' lztJrnton N88"48'5e"w 149 ~;~,B.52' ~ -·--NSWoe"w -fiff~t7"T;ion FD 3/8" BRONZE PLUG AND PUNCH IN CONC. POST. NW 1/4 SECTION 32, I DN. 0.5' IN CASE. SE CORNER G~'#T2 l.!_dflj(ls T24N,45E I #1834 GOV'T. LOT 1 I N=196744.3239 / E=1303747.9864 BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC. L~P. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DRAWN BY TRS DATE: 01/20/10 JOB # 2009050. 02 CHECKED BY DAB SCALE: 1" -100' SHEET 1 OF 5 w z :::J tl:'. 0 a:i ~ I tl:'. w z ~ 0 50 100 { IN FEET ) 1 inch = 100 ft. SW 1 / 4 SECTION 29, T24N,45E GOV'T LOT 5 200 TAX ACCT. NO. 292405900203 LOT 6 NW 1/4 SECTION 32, T24N,45E LOT 1 bo<13T24'56" 32' R..,76.00 L=115Ji5 '-.-,...-i:u ORDINARY HIGH WATER LINE AT 18.B' ELEVATION. A,, I .t:?l f GOV'T LOT 1 PROPOSED BUILDING SW ·1 PLAT OF BARBEE MILL VOL. 246, PGS. 25-39, REC. NO. 20080208000182 SW 1 / 4 SECTION 29, T24N, RSE, W.M. /'-. I', I ' ' ITAX ACCT. NO. ) / 292405901201 / I -··-· "' I ~ /N31"2J'OftE 44.78' GOV'T LOT 5 TAX ACCT. NO. 292405900104 LINE L1 L2 L3 L4 L5 L6 @ GOV'T LOT 4 -··- LINE TABLE BEARING LENGTH N30'56'16"E 23.97 N57'40'12"E 26.67 S30'56'16"W 57.08 S59"0.3' 44"E 13.25 N30'56'16"E 72.96 - N61i0'35"W 12.63 I I ·-··- I I I I I I I / I I I I I I I I I SANITARY SEWER EASMENT, REC. NO. 20080902001178 I I TAX ACCT. NO. 292405900203 LOT 4 / U.S. DOT PERMIT NUMBER 927465A M.P. 6.23 (NOT SHOWN IN CURRENT TITLE REPORT) / / BRHI .-~~---------BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 / / / 963.31' I I I I I JI I I I I I I /_ BOUNDARY INFORMATION I I C.O.R. #1843 BINDING SITE PLAN -QUENDALL TERMINALS I I CENTURY PACIFIC, L&P. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DRAWt'-J BY TRS DATE: 01/20/10 JOB # 2009050.02 CHECKED BY DAB SCALE: 1" = 1 00' ! SHEET 2 OF 5 ' ' ~~ <f 84"METRO SEWER(R) .~:·· ~ 0.~ ~~ ~0~ ;.:-\5' If,> ·~'h '? ....:i~ ,;"·~ Cl -1 '-0 12"SS(R) 1 O"DIP W(P) \ \ ADS PLAs·nc PIPE i BLOWOFF VALVE CATV CABLE TELEVISION x'.x LIGHT POLE coc CENTER OF CHANNEL CONC. CONCRETE [D DRAIN INLET ED ELECTRICAL DUCT @ '.@ ~ \\ TO(P)_, --·~----i~~ .. , v·· . . }·(- ---______ .. ______________________ /;._:' -- ---- CATV(P) 10 20 ao ( IN F'EET ) 1 inoh = 20 ft. EV ET EM IQ! FIRC FM "9 w G GM!Q] --3 IE , JI, WATER V ~ MARKERS .~·.'V SW 1/4 SECTION 29, T24N, R5E,. W.M. ELECTRICAL VAULT ~ JUNCTION BOX ELECTRICAL TRANSFORMER 0/H E/T OVERHEAD ELECTRIC/TELEPHONE ELECTRIC METER j( POWER POLE FOUND IRON ROD AND CAP 0---0 POWER POLE W/ LIGHT FORCE MAIN (P) PAINTED UTILITY LOCAlllON FIRE HYDRANT (R) RECORD UllLITY LOCATION GAS VALVE ss co SANITARY SEWER CLEANOUT ss SANITARY SEWER GAS LINE GAS METER SSMH@ SANITARY SEWER MANHOLE GUY ANCHOR SD STORM DRAIN INVERT ELEVATION SDMH@ STORM DRAIN MANHOLE 12"ss(R) TD TELEPHONE DUCT Ill TELEPHONE SENTRY BOX TV TELEPHONE VAULT TMH TELEPHONE MANHOLE TE TOP ELEVATION EB WATER METER Gi) WATER MANHOLE w WATER LINE WV WATER VAULT I><] WATER VALVE T SHEET 4 I _____ ...J .._SHEET 5 ~ SHEET LAYOUT INLET T£==26.B7§ ,.--<•'·"''''''" ~,,;::;;:::~"·"' ,,,, .... , ........... ,. ...... . ' 0·1·······, ... ,. ....... . H T V) m rrl )~ -------------"""'."b'_ .... -. -------,,--------1-2·"""·-·o-· .. :,:P""':··:.-;:w:, ... :,(:.P:-:::): .... :::::""'::::::-:::·:-::::,-:::-.'.~-.-.:.::-.:,··-·------....../.----....... --------~ , P ~ -':~;::'.~~.::·;;:;;.::::·,~·~:· ,,. ,., . I " I ....... ::: .. , ..... ,,.: .. : ... • .... • .. ··,.-.',' ••. :c:::;::.:::::···... rr1 6" DIP W(I~) TU(P) BNRR RIGHT OF WAY G -t .,. -·-· .---- ···t······ .. ""':c·c:•·•·•_·· ___ · ______ 6_" _0_1r_w(_R_) __ 'O/H E&:r··- G(P) BRM~~~--~~~~-------~ BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MIMOR AVENUE EAST SEATTLE, WASHINGTON 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 LAKE WASHINGTON a:w. G(P) EXISTING UTILITliES BINDING SITE PLAN -QUENDALL TERMINALS CITY CENTURY PACIFIC, L.P. OF RENTON, KlNG COUNTY, STATE OF WASHINGTON DRAWN BY TRS DATE: 01/20/10 JOB # 2009050.02 CHECKED BY DAB SCALE: 1" = 20' SHEET 3 OF 5 T ci/H T G(P) 0/H T INLET TE=26.87§ 10 G(P_) :.o ELECTRIC PANEL ·--~ ( IN FEET ) 1 inch = 20 ft. G(P) WATER SPIGOT SW 1/4 SECTION 29, T24N, R5E, W.M . b' _i,, ... ~.- INLET TE=41.28 (FULL OF DlRT) INLET TE=39.9J (lO"VERTICAL IP) § .. "12"SS(R) ---·----------~-- BNRR RIGHT Of WAY TD(P) 6" DIP W(R) 0/H E&r m 't( TD(P) ----~----~ ·. 0/HT .. ··c; a. ---SHEET 5 - SHEET LAYOUT BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 EXISTING UTILITIES BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC,. L.P. CITY OF RENTON, KING COUNTY, STATE OF-WASHINGTON DRAWN BY TRS DATE: 01 /20 /10 JOB # 2009050. 02 CHECKED BY DAB SCALE: 1" = 20' SHEET 4 OF 5 ~ .. 010, 0/H T 1 0 i: F /0 M ARKIER \j' G(P) 0/H E&T 10 ( lN FEET ) 1 inch == 20 ft. 0/H E BNRR RIGHT Of WAY TD(P) 0/H T j G(P) 80 SW 1 / 4 SECTION 29, T24N, R5E, W.M. l2" DIP W(P) 0/H E&T ED(P) 0/H T TD(P) ,() ,i: · -9 uv I G(P) -------.---~------'rrt l BRH_-~~~~---~~~~~- BUSH, ROED &: HITCHINGS, INC. CIVIL ENGll\lEERS & LAND SURVEYORS 2009 MINOR AVEMUE EAST SEATTLE, WASHINGTON 98102-3513 (206) 323-4144 1-600-935-0508 FAX# (206) 323-7135 V' F /0 MARKER .. ~t. SHEET LAYOUT 0/H E SHEET 5 84"METRO ..... ,SEWER(R) EXISTING UTILITIES BINDING SITE PLAN -QUENDALL TERMINALS CENTURY PACIFIC, L.P. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DRAWN BY TRS DATE: 01/20/10 JOB # 2009050.02 CHECKED BY DAB SCALE: ·1" = 20' I SHEET 5 OF 5 E ~ ..... 'O I 8l ?;l " -,.. ,g NO. DATE BY CHD. APPR. LAND USE, SHORELINE & MASTER PERMIT APPLICATION APPLICANT /CONTACT CEN1URY PACIFIC, L.P. 1201 THIRD A VE, SUITE 1680 SEA ffiE, WA 98101 CONTACT: CAMPBELL MATHEWSON PHONE: (206) 757-8893 PROPERTY OWNERS AL TINO PROPERTIES, INC AND J.H. BAXTER & CO. 800 S. THIRD ST. RENTON, WA 98057 CIVIL KPFF CONSUL TING ENGINEERS 1601 FIFTH AVE, SUITE 1600 SEATTLE, WA 98101 CONTACT: TOM JONES PHONE: (206) 622-5822 ARCHITECT LANCE MUELLER & ASSOCIATES 130 LAKESIDE AVE, SUITE 250 SEAffiE, WA 98122 CONTACT: LANCE MUELLER PHONE: (206) 325-2553 GEOTECHNICAL ASPECT CONSUL TING, LLC 179 MADRONE LANE N BAINBRIDGE ISLAND, WA 98110 CONTACT: HENRY HASELTON PHONE: (206) 328-7443 ENVIRONMENTAL ANCHOR QEA, LLC 1423 THIRD AVE, SUITE 300 SEA TILE, WA 98101 CONTACT: PETER HUMMEL PHONE: (206) 903-3319 TRANSPORTATION TRANSPO GROUP 11730 118TH AVE NE, SUITE 600 KIRKLAND, WA 98034 CONTACT: JAMES WEBB PHONE: ( 425) 821-3665 GOVERNING AGENCY CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 CONTACT: VANESSA DOLBEE PHONE: ( 425) 430-7314 REVISION DRAWN BY DESIGNED BY SMB KPK CHECKED BY APPROVED BY WTJ MAV DATE NOV 16, 2009 J O B No. : 109118 CAll lWO ~USIN[SS DAYS ~ff 0~[ YOU DIG 1-800-414-5555 S C A L E: AS NOTED MASTER SITE PLAN RENTON, WASHINGTON NOVEMBER 16, 2009 VICINITY MAP NTS Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax {206) 622-8130 w :z: ~ <I'. (fJ w :z: 0 -, NE 43R PL N INDEX C100 -COVER SHEET 1-13 -TOPOGRAPHIC SURVEY PO.O -SITE PLAN P1.0 -P-1 PARKING LEVEL P2.0 -P-2 PARKING LEVEL P3.0 -PRELIMINARY BUILDING ELEVATIONS LO.O -LANDSCAPE PLAN C200 -TREE INVENTORY PLAN C300 -CONCEPTUAL STORM DRAINAGE AND GRADING PLAN C301 -CONCEPTUAL STORM DRAINAGE AND GRADING PLAN C302 -ROADWAY SECTIONS C303 -ROADWAY SECTIONS C400 -CONCEPTUAL UTILITY PLAN C401 -CONCEPTUAL UTILITY PLAN ABBREVIATIONS CB COMM COR DDCVA DOM DR E ELEV EX FDC FF FH HP IE LF LP MH MIN N NTS PL PROP PRV RD ROW RPBA s SD ss TYP w WQ CATCH BASIN COMMUNICATIONS CITY OF RENTON DOUBLE DETECTOR CHECK VALVE ASSEMBLY DOMES11C DRIVE EAST ELEVA110N EXISTING FIRE DEPARTMENT CONNEC110N FINISHED FLOOR FIRE HYDRANT HIGH POINT INVERT ELEVATION LINEAR FEET LOW POINT MANHOLE MINIMUM NORTH NOT TO SCALE PROPERTY LINE PROPOSED PRESSURE REDUCING VALVE ROOF DRAIN RIGHT-OF-WAY REDUCED PRESSURE BACKFLOW ASSEMBLY SOUTH STORM DRAIN SANITARY SEWER TYPICAL WATER, WEST WATER QUALITY QUENDALL TERMINALS 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION COVER SHEET SHEET C100 / / / / / / / / / / / £ ell-.... .;-; I 0, ~ r--.· -,. ,,g NO. DATE BY CHD. APPR. LAKE WASHINGTON ORDINARY HIGH WATER MARK ; I , REVISION ·. / I I I / I ! I I / J /Iii/ ;-i' DRAWN BY DESIGNED BY SMB KPK CHECKED BY APPROVED BY WTJ MAV DATE NOV 16, 2009 J O B No. :109118 • " I I , , ! , I / CAll lWO ~USl~[SS DAYS ~ffO~[ YOU DIG 1-800-42 4-5555 S C A L E: AS NOTED ,. , I i ! ) "' I ' , I / 1 ' 1 ,, I , / r i I r' ! I I I I I, . ' ' I I '/! I I . J / /~t_-/,.; ' / 1 ' I 1 , , I' \ Consulting Engineers 1601 Fifth A venue, Suite 1600 Seattle, Washington 98101-3665 {206} 622-5822 Fax (206) 622-8130 PROPERTY LINE (TYP) -• • -, I , '" , .' t, I) ;f I, -~ / I I -~ I I - I I I I I ,,, .,, , . I I I ;<,;, ~;;l I .. // l ' o' . I I I QUENDALL TERMINALS TREE INVENTORY SUMMARY SIZE TYPE QTY* 6" DECIDUOUS 213 8" DECIDUOUS 87 10" DECIDUOUS 50 12" DECIDUOUS 51 14" DECIDUOUS 14 16" DECIDUOUS 16 18" DECIDUOUS 14 20" DECIDUOUS 4 22" DECIDUOUS 1 24" DECIDUOUS 7 26" DECIDUOUS 1 28" DECIDUOUS 1 30" DECIDUOUS 2 32" DECIDUOUS 2 TOTAL DECIDUOUS 463 * TREES SMALLER THAN 6" CALIPER NOi INCLUDED IN INVENTORY. NOTE: 1. THIS TREE INVENTORY PLAN SUMMARIZES THE EXISTING TREES ON-SITE AT THE TIME OF MASTER SITE PLAN SUBMITIAL. THE QUENDALL TERMINALS SITE WILL UNDERGO ENVIRONMENTAL REMEDIATION AND MITIGATION AFTER MASTER SITE PLAN SUBMITIAL AND PRIOR TO FINAL DESIGN AND CONSTRUCTION. REMEDIATION AND MITIGATION WORK IS UNDER THE DIRECTION OF EPA AND WILL INCLUDE SIGNIFICANT REMOVAL OF ON-SITE TREES AND PLACEMENT OF FILL. THE ASSUMED EXISTING CONDITIONS FOR MASTER SITE PLAN DESIGN ARE THE POST REMEDIATION/MITIGATION CONDITIONS. LEGEND: C:=) AREA 'MTH TREES N City of I? Pfarm;ng Denton . 'vision o 50 100 200 Nov 1 B w09 1 inch = 100 ft. IRJ~f{C[B,'nnn <q ll w '@;ftj) NOT FOR CONSTRUCTION SHEET 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION TREE INVENTORY PLAN C200 ...... - ----···'-----~ i J ! FF=31.7! POTENTIAL RETAINING WALL f FF=32.2f '. NOTES: BARBEE MILL ' -, s. j_ 1. ENVIRONMENTAL REMEDIATION AND MITIGATION OF THE PROPERTY WILL BE CONDUCTED PRIOR TO DEVELOPMENT. THE ENVIRONMENTAL PROTECTION AGENCY (EPA) IS THE LEAD AGENCY FOR ALL SITE REMEDIATION AND MITIGATION ACTIONS WHICH ARE TO BE PERFORMED AT THE QUENDALL TERMINALS SITE UNDER SUPERFUND. 2. ADDITIONAL BUILDING ROOF DRAIN CONNECTIONS AND PIPING MAY BE REQUIRED ·,..-· .. -.. --,--------.- / ' i • I ')'\~ ~_, _-- ·--Sci-----•'//~(;---.. ··-·-·---:::::/--gJ!.__ _ :.::; ------------~·""'c;..~----:l_i) -I r::::::J •• J ----------··· ......... ·,V _-r<-----· : ···: ··-------1/'i .. . I • ,.-.· ' ( DRAWN BY SMB ,,_-.... ,.,::.-: 2"·'.'; !'' :~-7.Cl.~~~-\-~\/>; II). DESIGNED BY KPK .II!! - -=--- 1----+----l---+---+----1----------------1CHECKED BY WTJ APPROVED BY MAV CAll lWO ~~Sl~[SS ~AYS ~ffO~[ YO~ mG 1-800-424-5555 NO. DATE BY CHD. APPR. REVISION DATE NOV 16, 2009 JOB No. :109118 S C A L E: AS NOTED ''ATCHUNE 1,1 --------. --___ ...;SEE:.;;;\1 ,. SI;!~ _C30_1 __ _ --, ... --...... -,..._,_ -P""l----,,---,!"'I-.---------: ·-. [i: '"I --------'"·°"-''·--------\, \\ f FF=31.7f ! FF=31.4f ---er:. , • ·1.::::•: • ---::a>· ------=··· SE QUAD ROOF AND PLAZA DRAIN OUTLET. Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 SEE NOTE 2 .. -~- ... ···----- f FF=32.2f {206) 622-5822 Fax {206) 622-8130 CB. (TYP) -·········--->---······- i " ii! i,,: I I: \•' r : 001mm '~[ ' ' I • , I ' I ' . I . :,..,, ' / o.'1 1-., / . >-<i ~ ·· .. 8" SD 'it.,.,,. ' ,, I -· .. ./ < • ' 6' ROW ' ~1 OC! I o. :--: -c:-·- f FF=31.4f NE QUAD R,OOF / AND PLAZA' DRAIN OUTLET. SEE NOTE 2. f FF=32:2f -<,· .---- ---·-·· ---· ---. --~ ..:.c -----:: !~.'. -·· -,----,,, ...... . ·"\ ( ·· .. '~ ___ _/] ··-----.;., r:;;., :,---- /I -----=··. - --.... __ , __ ,_. -:.:·----- f FF=31.6! ;~------S~;-.,·~---~---E:~ . . ........ :v .. .• ··-·· S!i ~ 'Ji f FF=32.2f 'v NE QUAD PARKINi'<---, DRAIN DUTLET. ,---ai=t./N O TE THRU-:-CURB INLET ' ATLOWPOINTS (TYP) ---~, ·---.. ,::+2.c··::_-_.--,:_:-,.-----r- ".-?"I.it r.« ~t,·.oi--n ·:::: i ''ii o 1: U) \l /",I '.I •• q'-•- H· ·-y·f-· :::.:....,__· 1 __ -·-····\ .......... --------...... ,...,;._,_, ________ .... _..._ ....... ------ :c i ,,, .. ,, ..... -:-:·· --_. . -----·,-.··., __ .. h"' c-;--~ .--... -.--·::.- .. -1· ... •.. _;:....._ --c.e.~ ,., .... : --······-... --:··-:. :car-------·--__ _ -·<···----.. -. ...,. City ot't'~entoh - Planning Division NOV l 8 2009 0 20 40 80 1 inch = 40 ft. NOT FOR CONSTRUCTION QUENDALL TERMINALS SHEET 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION CONCEPTUAL STORM DRAINAGE AND GRADING C300 I 5i I 0 0 ~ ,!_ 0 --"' I --~ --? <:> .!,; E ~ ~ ~ -2. :',! 0, 0 ---0 l;l 2 I 0 8 0, 2 --"' E .g. ~ 'O I 0, 0 ~ " s. ~ ... c--··-···-~--:~·-'•::'••: ___ -.i____ -°:' : . -..• C "'~~~'--.. -.-_-_: __ \_-_--~~-~ - :=·~;;::·:. -.,. " ~-~~---:-:_:--=--=--~:--·----)~;::::. -,--t1·,:,,~ <._ ~ ----,-Y----------- \ ~ ---..'...'.._-I (---;-' -=~ X--,, ·---T~: .:.7'""'""·--7 .• ,....__i?-~ --:::=~-' • :_';1'.]:11~~~~fi~-~,zc:-_ ----""LAKE WASHINGTON I ' --=,.. J. '\~t~;\-~ [ Ii/· iJ.// /'-'//!, _,- _ .. ,,, _, J ', • ./ ','/// / ·?J-(Y: I I ' OUTFALL -----·--· ORDINARY HIGl:LWATER MARK -· ---E~EV=18Ji7 I ! ' . _.., -- '·, ..... ---·. .. -- , •.. -' - -·_____.c . J--......... --.. \ (_) '• """ ' \ ! \ \ . ---• t ,_;-11·\ ... ' I ··\ "!IJ:1 - \ 'ST?RMFIL TER ~H ~\\ \}\-'--l'i)!i, < < ,_. __ --_(_-_._•_:_~_\_.,_ P_R ___ EsEmvAulNLGT,,, '----------;-_-~7!' __ __:'~"'·~· ~so_~---_/_7 __ -~----:: ....• -\~-~-...---~J 1 -------< •----/ ' _ SEE NOTE 1 & 2 ---,,,~-_______ , . _/Jil't ----_ --1 J • -• -f ~_-, .-·1 ---_ _ ____ ·_{ ___ TYfl ENTIRE_s ___ H_OR ____ EL·I-NE) ___ ··,·,_ -_ --• <~-~----._:_,_._, __ \_ -.. I .: t(~;j\S:i"\. . J,i. - ,.--/_,)! W --·/-'----•11------_,v_:--:·*·--,\1--'=-~-------~~_{:~~-W/'. --L·iv! ')·;{>W_:,7 ----1,1}:·;i,·' / _7 , __ J :·t/1 \\x--<·-, r "-1-'1 ',..-',, ---· •.• __ ,--· I ,;; i --,1:;-, )\, w '., __ -\I/ ------------------\'/ ----·---- ~ , "><(I ' _,./ ..... · ' ~ ! l ':\~\ _/ HIGH FLOW -· ' / .,- WQ BYPASS \ \ , ! \ / sw•.QUAD ROOF' AND/PLAZA DRAIW OUTLET. SEECNOTE 4 .. / / / J FF=31.7J ------------ NOTES: 1. ENVIRONMENTAL REMEDIATION AND MITIGATION OF THE PROPERTY WILL BE CONDUCTED PRIOR TO DEVELOPMENT. THE ENVIRONMENTAL PROTECTION AGENCY (EPA) IS THE LEAD AGENCY FOR ALL SITE REMEDIATION AND MITIGATION ACTIONS WHICH ARE TO BE PERFORMED AT THE QUENDALL TERMINALS SITE UNDER SUPERFUND. 2. THE PROJECT SITE INCLUDES APPROXIMATELY 1,583 FEET OF SHORELINE ALONG LAKE WASHINGTON. A 100-FOOT AVERAGE WIDTH RIPARIAN BUFFER (MEASURED FROM THE ORDINARY HIGH WATER MARK) IS LOCATED ALONG THE SHORELINE. A SHORELINE RESTORATION PLAN IS BEING DESIGNED AND APPROVED UNDER EPA DIRECTION. 3. EXISTING WETLANDS AND CONCEPTUAL WETLAND CREATION/RESTORATION AREAS SHOWN HAVE NOT RECEIVED FINAL EPA DESIGN APPROVAL. 4. ADDITIONAL BUILDING ROOF DRAIN CONNECTIONS AND PIPING MAY BE REQUIRED. ; --·- ' /···' \ DRAWN BY SMB CHECKED BY LEGEND: F:--e::--1 =--=:::: -----[::.::._---.-::.:--:----:-:J D . - DESIGNED BY KPK APPROVED BY .. ·-----·--- EXISTING WETLAND (SEE NOTE 3) I FF=31.7! CONCEPTUAL WETLAND CREATION/RESTORATION (SEE NOTE 3) CAll IWO ~USIN[SS • \1/ •. ·, \ ...___ -----~-~---·---~ -· ---· ---iV --·1 ~AYS ~ff 0~[ YOU DIG WTJ MAV Consulting Engineers 1-800-424-5555 DATE 1601 Fifth Avenue, Suite 1600 NOV 16, 2009 Seattle, Washington 98101-3665 S C A L E: (206) 622-5822 Fax (206) 622-8130 NO. DATE BY CHO. APPR. REVISION J O B No. : 1 0911 8 AS NOTED STQRMFIL TER.Y_AUL L .. - --OUTFALL . ..::'.-~· --·-·-· ··: .. :- -:- ,,_._ ---·-- ·- ... Q ::I.!)_ -------·-1rr~2s.izl !•, ' --·-' ROOF AND PLAZA .. I , ____ DRAIN WQ, 'YPAS,S I\\ . '\_' ! FF=a31.4! ; l' '' ,, I I ·'- -,: PRESEffilNG VAULT -HIGH FLDW WQ BYPASS ', _, ' ' (---- "'~ ---- ·1.. .-,, ,,, ! , ' h':•, · ii /,.:-~;rr::: . ..•.•.• 11<--.•• ·-. , .. . --i.-,-- QUENDALL TERMINALS . ·_::.-· . --. 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON POTENTIAL- -RETAINING WALL --·~ ' I I r· : ' --~ i l I I ! FF=3l.6! 0 20 40 80 1 inch = 40 ft. City of Renton Planning Division HOV l 8 1009 : f. ,~ N (,J I -- j_ I , !: I NOT FOR CONSTRUCTION SHEET LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION CONCEPTUAL STORM DRAINAGE AND GRADING C301 ~ "<:, f;j I ~ 0 ,_I_ 0 --"' l --~ --:iii' "' .!,; ~ ~ ""' .g "' " " -2. ~ -gi ---I -I c:, is "' ~ -->,; E f 'O I "' c:, c:, '"" " -,. ~ NO. DATE BY CHO. APPR. :/ ~ :/ I 50· __J 0... X w ~ :/ 10' • 10' 14' ROW 12' LANE 14' 10' => 1--------.--~-t--------::-:::-c:::c=-,-,----,----1----------;--;-:--;;::-----~1~-------j-----1~----~=-------i-----____:_::_=----~ a:i / / SIDEWALK/ SIDEWALK/ LANE 6' 6' LANE SIDEWALK/ ~ ~ LANDSCAPE LANDSCAPE LANDSCAPE 0 o::o...15 ~ MATCH EX / / 4-6" CURB (TYP) 1-2% 2% 2% ~t:::=:==·=· ?"'· ·7· , -;--:-. . T, 7. -,-, .!.......:--~--.,---~,--,-,,..;, :/ ~~ 3: 0 0:: / (!) ~ z 0 __J ~ :=, (D 0 :/ w (f) 0 :/ 0... 0 0:: 0... ~ 3: 0 0:: ~~ 0 ~:/ m Cl w ~~ 0:: 0... :/ VARIES 12'-21' SIDEWALK/ LANDSCAPE 1-2% ~ . . . .. :, ,l VARIES 11'-19' SIDEWALK/ LANDSCAPE 1-2% ~ DRAWN BY DESIGNED BY SMB KPK g' PARKING 4-6" CURB (TYP) 1-2% -, 8' PARKING STREET A -TYPICAL ROADWAY SECTION SCALE: 1'' = 4' <=>' 66' 12' ROW 12' LANE LANE w w z z __J i 3: 0 0 __J __J LL LL 2% 2% ~ ~ :!::'."fh"illii :; ~ ,,.:~_~!Uli11mtl _ .!L 'lN« •·-------· ----------· -,m,tt;1· .. · STREET 8 -TYPICAL ROADWAY SECTION w z i g 11' LANE SCALE: 1" = 4' 60' ROW 11' LANE w z i 0 __J 4-6" CURB (TYP) LL LL 1-2% ~ 2% 2% ---, ~ ~ STREET C -TYPICAL ROADWAY SECTION SCALE: 1" = 4' VARIES ~ A 9' VARIES 12'-21' PARKING SIDEWALK/ LANDSCAPE 1-2% 1-2% ~ ~- ,------------- =~·";_;·=-,~~-~ '"'-!'.o...:!I:t;;~;kJMH1H!'i#Hi l " B 8' PARKING 1-2% ~ C SIDEWALK EXTENDS TO ROAD WA y EDGE WHERE NO ON-STREET PARKING, SEE PLAN (TYP) VARIES 11'-19' SIDEWALK/ LANDSCAPE 1-2% ~ SIDEWALK EXTENDS TO ROADWAY EDGE WHERE NO ON-STREET PARKING, SEE PLAN (TYP) , . (!) z 0 __J :=, m 0 / bl / 0 0... 0 0:: 0... 3: 0 0:: / (!) z 0 :/ __J :=, (D 0 w (f) 0 0... 0 0:: :/ 0... / QUENDALL TERMINALS CAll lWO ~USIN[SS CHECKED BY APPROVED BY ~AYS ~ff 0~[ YOU DIG 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON WTJ MAV Consulting Engineers CitY oi Renton p\ann"in\J o,v1s1on ~f~f~~~\Q) NOT FOR CONSTRUCTION SHEET DATE 1-~00-414-JJJJ NOV 16, 2009 S C A L E: J O B No. : 109118 AS NOTED 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION ROADWAY SECTIONS C302 REVISION E .g. "' .;.; I § "' " -:,. ~ NO. DATE BY CHO. APPR. REVISION MATCH EX MATCH EX _J CL X w I ~ ___ • ----;-;--;-;;c--;:;1 o=· -;::;::--~-t------------,---:-;11=· ---~----t-~-----;-;-;11=· ---~1-~:;;::c5~· -;-;-;------1---------:-:-:;;:2';;:;o·=c-------------l/ ~ LANDSCAPE LANE LANE SIDEWALK LANDSCAPE _J CL X w 10' LANDSCAPE 2% ~ STREET D -TYPICAL PRIVATE DRIVE SECTION o SCALE: 1" = 4' 11' 11 · 5' LANE LANE SIDEWALK STREET E -TYPICAL PRIVATE DRIVE SECTION E SCALE: 1'' = 4' 37.6'-44.8' 5' LANDSCAPE _J CL X w /A------------------t-------------------l §@ / 10' 11' 11' VARIES 5.6' -12.8' i---------,--------~1-~--~=-----~-1~-------c----c:-=---~1-~___:_:_::_=-=-----'---'-c--------=-=----------1 ~ / / SIDEWALK/ LANE LANE LANDSCAPE co// LANDSCAPE El/ {/J 0 CL 0 ~ CL STREET F -TYPICAL PRIVATE DRIVE SECTION F SCALE: 1" = 4' VARIES ~ / 0 :z: g s co Cl w {/J 0 CL 0 ~ CL VARIES ~ / 1ii Cl w {/J 0 CL /~ / --------- City of Renton Planning Division NO'/ 18 ZOOS NOT FOR CONSTRUCTION DRAWN BY DESIGNED BY QUENDALL TERMINALS SHEET SMB KPK CHECKED BY APPROVED BY WTJ MAV DATE NOV 16, 2009 JOB No. :109118 CAll IWO ~USIN[SS DAYS ~ff 0~[ YOU DIG 1-800-414-5555 S C A L E: AS NOTED Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 k ff ' (206) 622-5822 Fax (206) 622-8130 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION ROADWAY SECTIONS C303 I E c2-.... .;; I gi C, "' " :,. ,g NO. / / \ '' \ --sh. ----'1:.-,D---clllbC"' : Cl \ PROPERTY LINE (TYP) WATER NOTES: 1. ALL NEW AND RELOCATED FIRE HYDRANTS SHALL BE PER COR STANDARD PLAN B102. 2. ALL PROPOSED WATER MAINS ARE LOCATED WITHIN THE 320 PRESSURE ZONE. DATE BY CHD. APPR. ... ---------------------------- (_) t,iATCHUNE SE£ SHEET C401 -- , I I __ _j . FIRE SERVIC,E (T DOM SERVICE (TYP),-"",....,...,...,..,, I FDC (TYP) .·· . ~---~-~-------~-"----'c-'---~-~~-~--~~------------------ i 8" ss .;: //STREET !-------~-------'·/ __ --r · .. i \ /\ \ \ \ ·, IFF=32.2I ,;· 0i--'v'I) \_'t ' I !. l '/ ' --_ .. --··. -· - \ \ ';,. . ' = 12" W --~, I ·, I •• - ---,_,.. I IFF=32.2I ,. ' Ex .PRv: (3:20 · PREssuRE zoNt erg 2t8 PRESSURE ZONE) : . ~. . . . ri.. : EX 1-:2°:·SS ' I --. . '" -;I .. :;,;:"~ ,: ----SD ··"--i:::::!l,:__-= Cl / IFF=32.2i FH (TYP) ST •, .. i· :_:: ·.: ,';::.\:~:;;~~· ~ ~:::,: " ' . --, ' I, \ ' ,_.i) ~(.) .,,,; llJ ~R[f'£~H_ t$ f --~()!Us'> (!•J.Ol)>[J Sc//1 / :.: ,R[LOtA'fP''E'X"FH TO EPGE'OF N~W CURB (TYP) , .. -\-··',__,_, . . . i: ' ... /,., .. -il_,....-..., .. ' _,:,, ...... · EXJ2" W{320 PRES~URE'ZQ~E) i' -o-·----n-" ii :~ .. LEGEND: MECHANICAL SERVICE ROOM: • DOM PRY, METER AND RPBA ~ • FIRE DDCVA • ACCESS DOOR FROM OUTSIDE • FDC ON BUILDING FACE ,e, FIRE HYDRANT ~ VALVE ~.!)~!!:== FRANCHISE UTILITY DUCT BANK (COMM, GAS, POWER) iFF=32.5j FINISHED FLOOR ELEVATION DRAWN BY DESIGNED BY SMB KPK CHECKED BY APPROVED BY WTJ MAV DATE NOV 16, 2009 REVISION J O B No. : 1 09118 CAll N/0 ~USl~[SS DAYS ~ff 0~[ YOU DIG Consulting Engineers 1-~00-42 4-JJJJ 1601 Fifth A venue, Suite 1600 Seattle, Washington 98101-3665 S C A L E: (206} 622-5822 Fax (206} 622-8130 AS NOTED ET A \ -.......... -................. - 1-ho_ , ' ,------ 1 L~ \ __ REAeH 3 ------------------... ---..--...... !,i :i ------, ,I I , -- STREET;C 12" W . J"' .-.- '~---~' ' .. . ---~ 8" S • I I I 0 Vl '1 0 Ul I u vl . ·I . : ! , ! I ! i\ \ '· :j,----EXIST 14" ' · • •~' .• MERCER ISLAND ,I I '' METRO SEWER __ __J 0 01 I ,, ·-'~, ....... _ -- IFF=32.2i .'.: ,;;:--·- ..---·.·· .. .· ' 1 EX 12" 849.62 (ij - J ss ,,.,,,,. , I·'' FF=32.2 0 .' -· 1 ,' ; ; ' : ! r' ~ ·1·· ', ---.,--j LL.. i ---al-' LLJ ' -----·~---I ~ ijr---,;;'Jf..h Ii t ; , ~--<ti:, \: . : i : :· . ~_,,; . 0 VJ 0 ., ;, ~--j;.. 1 ·F '.1' '·.: ' ·1· ':) ,! ' : ! ii ' i ;! * ' _( SEAHA'1<S SERSC( DR . '--i,,-."'-,. ,,._ -n i ~:\-i ·: ,,;ta·.;.;, :.:i --, ' iill,,~f. ;l,: \:_',, ,'i' / --.~:;,,,)<'";; ,=c,.--,;.;· i,;.·· .. · -..::·: .. ::-__ ·_.:··c._·:.-__ .L.'--'"--''---:.S.,.._-.-7_-::::_--:·-:.· -=......;;'<-'a;.:.....a,-+-f+--.;;;-.,.··.,.z.··-··~--=- (l'!! ._ ,,_~· ' ' ; j,O ,,,--, //1r 'E~}12"'si)V sHAtL BC'~TLE_Asr4~-. .. ,EX--BAxTER sEwER: · ,/ i u~9.ER;!flNISHED GRADE OF PROP . . . . · · .> --~1F_T_ STATION... .· -,--c- ...• :~)iJi R9AO.Wt\t9~.3r!ALk'BEJ.Ql/!E~~D=~i~ .~Lft~-~fAJl J'l~Q1SQcl8RGE.S~'1•·· "-.-•. ... ~-~::.TO PROVIDE:'"4'QF:GQV.~&::::_ --=T.0::8,f••METRO::SEWER"' . •. ~ ' .·····.··.· '--·--·-· -· ' 0 20 40 80 1 inch = 40 ft. NOT FOR CONSTRUCTION QUENDALL TERMINALS SHEET 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION CONCEPTUAL UTILITY PLAN C400 / \ \ \ ' i •, ' \ ' ' ' \ \ i~ '·!. . \,I.Ji ;\ ··,.'. ' ' ' ' ' 2 l -- WATER NOTES: ' \•, ·-. ___ --.. \\ -.... ..,., \ ' \\ ' \ \ : ' " ,., -- \ \ \ \ '. \_ ·,, 1. ALL NEW AND RELOCATED FIRE HYDRANTS SHALL BE PER COR STANDARD PLAN B102. 2. ALL PROPOSED WATER MAINS ARE LOCATED WITHIN THE 320 PRESSURE ZONE. \_,, \ -.. LA~E -WASl11NGTON -·-·· - ORDINAB'r'.J:llGH WATER/MARK . --.-· ·· · .. i E~EVkl!f67 / . -j---. L-· .. ---- / / ______ / ~----__,,!) 11,' ' ' ·--. )V I,, r ,· • . ' \ ' ' "<\ ';I,• ' ' \ \,, :;! • _/ LEGEND: MECHANICAL SERVICE ROOM: • DOM PRV, METER AND RPBA ~ • FIRE DDCVA • ACCESS DOOR FROM OUTSIDE • FDC ON BUILDING FACE • FIRE HYDRANT H VALVE ...!!!!!!...!!m...!!!!!:!!!!. FRANCHISE UTILITY DUCT BANK (COMM, GAS, POWIER) JFF=32.5i FINISHED FLOOR ELEVATION DRAWN BY SMB DESIGNED BY KPK ; -~ . < . \ / ·---- \ -- 1------+---r---1----t----+-------------------iCHECKED BY WTJ APPROVED BY MAV CAll lWO ~USIN[ SS DAYS ~ff 0~[ YOU DIG 1-800-42 4-JJJJ NO. DATE BY CHD. APPR. REVISION DATE NOV 16, 2009 JOB No. :109118 S C A L E: AS NOTED _,,_.,- .. --. . ·:,:;-' ... ._ ---. - iFF=31.7J ., -- \ ' ' SEE SHEET C400 MACTI-IUNE Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 -- - -·-----. -- .. --,< ,.~ N vi I . -·'- __ .,h -~--· ----·· d~t~r~·~' .1l{¥1l0rf f ,i 'I I I I I I . I I I I I I I I . I · .. 11FF=31.4I / I , I ; ,j ' / I .:_ __ _J ,. j -- N I I I I l I I I ~ . ; "'1--. "'-- ·, •J._ . .. ·, I I, ;, I I I IFF=28.7I' I . -_: ',-_: -----_j i I I I I I I I ... •'. I ~ ; I ' '··, V I I I I I I I I I . ·... . . I I.FF:"'13t.4 l1. I ,' ,'. ' .. 1 I , ·. · I • L -·~----------"-'--- .,. : ----, ,;i.. ••••••£!•~•• •f'Ci' •lcc·L•>· . , • \-) . <Jjc]ii~;.-Qi~Ji~i_tf :L~~t~ .. · .•. _ ' ' 1 \..,_ ·,_, ... - -' ,, .. ' . ' '·~·. • ,,;'~. ~ ,· i l-·~:· ,, ; (':.,1· ~~--, ' . ' '' :-: >'· -,, -·. i : ': C ·. "- ' r· :_. ___ : ' i l ! \."._' -- • __ • <•--;:,i... I FF=31.6 I -- 0 20 40 1 inch = 40 ft . I-• L ~Si. 1-! Lu Lu a::=·, tnl 0 1/l 0 v, L I a 0 I 80 l0 CJ U) ~· ~t _/'/, i: ' ~~((J}~,i~~© NOT FOR CONSTRUCTION QUENDALL TERMINALS SHEET 4350 LAKE WASHINGTON BOULEVARD, RENTON, WASHINGTON LAND USE, SHORELINE & MASTER PLAN PERMIT APPLICATION CONCEPTUAL UTILITY PLAN C401 l so· r--='--.l!.OrHWM BUFFER -----~"--__// 100· r-=e__ OHWM BUFFER SITE & BUILDING SUMMARY BUILDING CODE: 2009 IBC SITE ZONING: COR OCCUPANCY TYPE: M & R-2 CONSTRUCTION TYPE: I & VA-SPRINKLERED MAX. BUILDING HEIGHT: 10 STORIES OR 125' TOTAL RESIDENTIAL UNITS AREA SW 1 RESIDENTIAL (5 FLOORS & 71 UNITS)= 78,100sf SW 2 RESIDENTIAL (5 FLOORS & 80 UNITS) = 88,000sf SW 3 RESIDENTIAL (4 FLOORS & 64 UNITS)= 70,400sf SW 4 RESIDENTIAL (3 FLOORS &42 UNITS) = 78,100sf NW 1 RESIDENTIAL (5 FLOORS & 71 UNITS) = 46,200sf NW 2 RESIDENTIAL (4 FLOORS & 56 UNITS)= 61,600sf SE 1 RESIDENTIAL (5 FLOORS & 82 UNITS)= 78,100sf SE 2 RESIDENTIAL (4 FLOORS & 72 UNiTS) = 79,200sf NE 1 RESIDENTIAL (5 FLOORS & 82 UNITS) = 78,100sf NE 2 RESIDENTIAL (4 FLOORS & 72 UNITS)= 79,200sf TOTAL BUILDING AREAS = 737,000sf TOTAL RESTAURANT AREA= 9,000sf TOTAL RETAIL AREA= 20,025sf TOTAL PARKING AREA SW LOWER PARKING LEVEL= 125,180sf NW LOWER PARKING LEVEL = 41,800sf SE LOWER PARKING LEVEL= 114,870~f NE LOWER PARKING LEVEL= 75,490sf TOTAL LOWER PARKING LEVEL AREAS =357,340sf TOTAL ENCLOSED AREA = 1,123,365sf STRUCTURAL RESIDENTIAL COURTYARDS= 117,600sf STRUCTURAL OPEN PARKING DECKS = 84,000sf TOTAL AREA= 1,324,965sf LAND AREAS GROSS SITE AREA= 883,350sf NATURAL PUBLIC OPEN SPACES: SEE P1.0 FOR OPEN SURFACE PARKING NATURAL AREAS ALONG SHORELINE TRAIL= 140,130sf SHORELINE FIRE LANE/PEDESTRIAN TRAIL 19,970sf SUB TOTAL= 160,100sf OTHER AREAS: STREET LEVEL = 112,400sf LANDSCAPED COURTYARDS= 117,600sf SIDEWALKS: D -<n 0 0 r-- "' <D z - -D 00 - 0 -----=-~ 0 ~ ~ .... -tO PARKING It: LOADING AREA --~ • PARKING & LOADING AREA 15 ' I i I 1 o· _ ___,___,, D -<n 0 0 <D "' r--z - "' II ...J ~ <( < n. w F a:: z a:: <( ILi w 0 > a:: -0 __J ~ U1 LL a::: 0:: ~ 0 0-z 'l"""oz::::J __J:::) 0 3: LL a:: z l!) r:: (!) 89' -6" 0 0 8o'c} -<n 0 0 N "' <D z - "' II ....I~ <( ~ n. ~ i::i [J <( 0 > a:: lil O __J l.&J U1 U1 u.... et:: 0::: I-0 O-z -,oz ".. _J ::) ::::) "" LL 0 ... <D a:: Z '<T LOG 80' 0 00]0\0 00000 0 D D • 0 • =-CCESS P-1 = • ----~_Q_ -------5:rREEf-~_§ ___ _ ri'a.__i-r-"'.----ci'OC.:"':_,_ I CCESS. IO P-1 = §j • /Q 'I' KG&:LOADAR [] a [)[rn mi LS 9 SEE P1 .0 FOR OPEN - SURFACE PARKING 80' 89' -6" ) 9 19 99 --<n <n 0 "' "' 0 N z ... r--- "' -"' "' N z -a::: <( II "' II ..JU. a:: <( ..J <( <( <a:: w <n. w Fw a:: Fa:: a:: Z> <( <( Zw Luo ILi > 0 a:: co a:: -__J (I) U1 Cf) LL ~(/)U)~ ILi a:: I-D::0-o a::: 0::: i,-0 ozz 0 zz ~_J::):::J -0 :::J=:J LL 0 G: 0 ILi Na:: ILi Na:: en~ r---'-' UJ L.{) CX'.) c., I ' I I =t= ( ) 144 CARS ! ; 11 11 12 1- 5 -1 o· ~ ~ ~ 0 ~ ~ " C • g ,- . I i . I 2~· · 1 o· ! ~ I . I -· .!:p tt ~ 7~· . I i ~ 0 ~ g .1. 5' ~ ~ D D D 89 1 -611 -<n "' N r-- "' "' z - 80' -<n 0 0 ... -"' -z N • 7 SIDEWALK N ! SIDEWALK '--+__g__g_____g_o _ __.i;oL___.!OL__g__o _.!J....,c-=->IJ;DL___.!DL/ I '-....ODL____g__lJ.__----'l~.Jl_---''---__IJ_--.tL-> D D I -o PROPERTY LINE AFTER STREET _ -----------------~---------_,,_ --------NEW----SfREEf---'-A'. ________ -----------------------------------------------= "g i ••• 9 ! LS 3 '+7' -----EXISTING ----,--1 " co , ' /---'---+----------:''Is---------------+------.. / ~ 0 EXISTING PROPERTY LINE - EXISTING BNRR w > a:: 0 (J) (J) w 0 0 <( 3: r+----50' OHWM BUFFER ,t------1 oo· OHWM BUFFER POST DEVELOPMENT ACREAGES BUILT AREA (IMPERVIOUS AREA) BUILDING AREAS = BUILDING AREAS = 187,350sf PARKING DECK AREAS= 59,000sf PARKING DECK LANDSCAPE AREAS = 25,000sf COURTYARD PLAZAS= 117,600sf TOTAL BUILDING AREAS = 388,950sf PAVED AREAS (R.O.W., ROADS, PEDESTRIAN/BIKE PATHS)= STREET 'A' AREA = 40,000sf STREETS 'B & 'C' AREAS = 58,600sf STREETS 'D' & 'E' AREAS = 13,800sf SIDEWALK AREA = 60,800sf TOTAL PAVED AREAS= 173,200sf SURFACE PARKING AREAS = 89,000sf TOTAL IMPERVIOUS AREAS = 651,150sf PERVIOUS AREA DESIGNATED NATURAL/OPEN SPACE AREA= 140,130sf UNPAVED FIRE LANE/PEDESTRIAN TRAIL= 19,970sf STREET LEVEL LANDSCAPED AREAS = 5,300sf OTHER LANDSCAPED AREAS = 66,800sf TOTAL PERVIOUS AREAS = 232,200sf NOTE: SATELLITE PROPERTY NOT INCLUDED IN PERVIOUS CALCULATIONS= 50,052sf w z __J ~ a:: w n. 0 a:: n. UNIT SUMMARY SW RESIDENTIAL TOTAL UNITS= 257 NW RESIDENTIAL TOTAL UNITS= 127 SE RESIDENTIAL TOTAL UNITS = 154 NE RESIDENTIAL TOTAL UNITS = 154 TOTAL UNITS= 692 DECK PARKING: SE QUADRANT= 144 DECK PARKING STALLS NE QUADRANT = 54 DECK PARKING STALLS TOTAL DECK PARKING = 198 STALLS LEGEND ~ DUMPSTER/ RECYCLE BIN @11 UTILITY AND ELECTRICAL SPACE ~ EXITSTAIR SIDEWALKS IN PUBLIC R.O.W. = 36,SOOsf SIDEWALKS NOT IN PUBLIC R.O.W. = 24,000sf PAVED PARKING AREAS: l~k[~---- -----.: __ W 11 Sff; NC r, '----------L. ~ ...\---------~ LOBBYAREA DECK PARKING AREA =84,000sf SURFACE PARKING AREA= 89,000 LANDSCAPE AREAS: STREET LEVEL LANDSCAPE = 5,300sf OTHER LANDSCAPE AREAS = 66,800sf SUB TOTAL AREA = 696,000sf BUILDING GROUND COVER= 187,350sf TOTAL AREA = 883,350sf -:-;.w-w-:r-~-.. _N-=_D-B-U-FF-ER---.--.---~-·-----.~-----. ____ -_-.. /·--·-·-·-·--ON BL liD \ ·r--- 100' OHWN BUFFER '- GRAPHIC SCALE LEGEND 6~ Q' 6~ ~~ .. -~-~-"iiii-~~~1 1" = 60' SCALE: WETLAND EDGE ---------~-----·-- - RENTON, WASHINGTON CENTURY PACIFIC, LLLP PROPERTY LINE 120· I 50,052sf I I i £! £:! 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Q ' IL ' _J _J <:( Cl z ill ::J S1 Q "' (fl Q ' (fl <fl Q "1 ,3 _I) Cl -' ' +• =z L '···-··-- LEGEND OHWM ........ ~-----...... -------""' ----------·--.... ------~ .. -------- 50' WETLAND BUFFER 100' OHWN BUFFER WETLAND EDGE ! / 100' OHWM l ,oUFFER / 12 ' ~ ' / 6 -------- 11 ./~, 10 ::::/$URFACE(P{'RK;NG GKADE ~)51 PARKINP SPACE - ,/ I ---- I D ' -_;,_ -~. 7 -,/- ---FIRE ·--"- ,.!, ---,_ ' ' c '1 ! ' L ••• _,----,:, ·--- i, r ' 347 QARS . 18118 ~ ' ' I < __ ', !.., --., 18 18 •! ,' 1ans- ,.h ------+---- ',, -- ':-· ' ' ' D D CO ~ PARKING &: LOADING AREA D ... O ,f D D - 12 LOBBY ~ ('v~ ~ ;:, ............ 0- <) ~- ! ~50' OHWM BUFFER ~~o ~-r__.J-- . I ni(~E 1' ' ' ·' ' 95 CARS I I 3 PA '.%'. w ~· ~ Li_ O' .. ::, U) CARS- w z _J DD]DtD DD]DtD 0 = -,......._ • = ACCESS O P-1 = o::i ACCESS O P-1 • -----~--------a--fj -:---g---------------~ -----------~SfREE~C~-::;---------~------- ---''7c---~.O~~-,,.>k .---• 0 ACCESS TO P-1 = = ACCESS TO P-1 -~~"----'·~-- >-I- '··--~----,,,, • 0 D CO ..------PAfl.KING &; LOADING AREA O f • 0 D • • 0 0 ' ! 10 UTIL. 318 CARS 21121 -21 21 -I •• -••-· i I I . I D D D DDDDDDD DDDDODD ii 4 · l LOBBY 24' DRIVE 21 21 ;:+ ' ,, ~-., -- ~ ____ · ___ _ ' ' ': . : . 21 21 ' . -i . . ' l.' ; ' / __ _ LOBBY 21 ">/J ") '",~, mA 19 ,i -~'''---,; 4-: _J (() : -o' 4'.o; 1--'--, Wf'---_ I [t'. st ' 0 0 D tlf D D D LOBBY 21 21 J. . . ., ! ,B '1 ' i LOBBY ; I 206)CARS • • 21 21 ' !, ,;--' --'--,, ' "-1--,'-- : ' 21 21 ' ' ' ' . ' -,--!. --' ____;,__,_______.,..--_ _,_' . ': I ,1. I ' I H- ' ~ a' 'P fl! 0 10' j 10'0 ' •• •; t --"--• t --';-• t ----''.-. • t .. --··-.. ' .. ,, ' ,' -1 • • ,, COVERED: QS. , ---. ' ' ~-, --+-., ,, ' -~-: ' ' ,, ~~ . --------- ,' ' 24':, DRIVE I :; I -',----. r !, -- 0 i• ,:. '1 .I J -~''"'· ' ·~ '• ' ~, ' I I If' tt f! 'f 9 ', TCWEREQi, G'AKAGE P ~t!~[NG '? ~-' _______ ; -- ,---' ' ' ' ' ' ' 66 . ' ' ,, -r /> '·? ~ D • D 7~' ···-' ,, ¥-+----+--1-"'. ' . --' ' ',, L,, D i': ,' D .,. D ,--...i~t~ I ;; i; I D \,$· ,,-' ·' ' ,, L, ~~ . ---1'----,, .. t ,, , .. , ,. ' ' 24' 6RIVE ) I , 1 I I I --_, I SIDEWALK N · ! SIDEWALK --+-Db,L_-1DL____JJDL_-1,LD_~DJ_-1DL__u0~~~1~o-~o~~ I D D D D D D D <) ' I i ~ ~ ~7 u { /: ~ ' /// :t I < ' _ &l 212' ~ ' O' w [l_ 0 O' [l_ " " < u " 0 z < " ;,, > > > • > : o -PROIJERTY LINE AFTER STREET _ ------------------1-----------(>,.-_____________________________ _Q -----------------------------------------------g-r---------------------- -----EXI STING ---7--! st / ,/ , , 0 11111111111111111111111111111~m111 " ""' EXISTING PROPERTY LINE EXISTING BNRR w > O' 0 U) U) w 0 0 4'. 5' w I Hl:iiillllill'illllllllll!II '-----_)_ z +---------- GRAPHIC SCALE Go' o' 50· ~-~iiii""iiii~· ~~I ---SCALE: 1" = 60' - RENTON, WASHINGTON CENTURY PACIFIC, LLLP 120' I P-1 COVERED GARAGE PARKING: SW QUADRANT= 347 PARKING STALLS NW QUADRANT= 95 PARKING STALLS SE QUADRANT = 318 PARKING STALLS NE QUADRANT= 206 PARKING STALLS TOTAL P-1 PARKING = 966 STALLS SURFACE PARKING: SW QUADRANT= 151 SURFACE PARKING STALLS SE QUADRANT= 42 SURFACE PARKING STALLS NW QUADRANT= 38 SURFACE PARKING STALLS TOTAL SURFACE PARKING = 231 STALLS DECK PARKING SHOWN ON SHEET PO.O: SE QUADRANT= 144 DECK PARKING STALLS NE QUADRANT= 54 DECK PARKING STALLS TOTAL DECK PARKING "" 198 STALLS RESTAURANT (9,000 sf) REQUIRED PARKING = 36 RETAIL (20,225 sf) REQUIRED PARKING = 81 692 RESIDENTIAL UNITS REQUIRED PARKING = 1,211 TOTAL PARKING REQUIRED= 1,328 STALLS TOTAL PARKING SHOWN = 1,395 STALLS LEGEND ~ DUMPSTER/ RECYCLE BIN @II UTILITY AND ELECTRICAL SPACE ~ EXIT STAIR ~ LOBBYAREA PROPERTY LINE Lei z :} )- I- [t'. Lei [L 0 Cl'. [L I i I ' ' ' i ' I ' I "' "' "' NN Q) ' ' ' 11 -,-,-U) ,I) " 0 ' ' N "' U) ' ' ' 1J " " "' w <Jl > i\J ~ I!' I-<{ C <{ & & 0 I!' ·-I!' II) ...l ·- <I. <{ N N ;/> > 0 ' ' Q) "' "'w L 0 t ~ -I- i\J '<{ " :'.:& I t I- ~ <Lw ~ ':i 0 O<I ' 0 U) " "' N-C lJ 0 Q) C C cl. cP G 3: u G Q) N Y. 0 Q) ' -'.0 I~ "' 0 cP 0 I-L G,~ IL lJ 2. lJ < l~~z ~ 0 ~rn w f-wz f-:::J:i: ~ ::\:~ 8 -~ "' -ss. " WO ~ -~o~ ~ -js~ 1~ ,, ~ ~ d) _J <[ z E 2 o__ _J () _J Ol II-_J ~ ' 2 u w -- I UL - I-ill u <[ <[ 3 o__ _J ' 2 }- _J () w <[ I-:=:J 2 I- Ill 2 0 Ol Ill u 2 w J -1 ~ e: (Q} 0 § [lliJ] ._, ·- C: .~ £ ~ Q.) .2:: .~ a: 0 = = [lliJ] .... f!' "' 0 ·-= ~ C => >, C ~ [lliJ] "" "' ·-(l_ @i: 0 ' ' G t<) ' LO G LO "' N " ' . LO F-N _J t<) -<{ (D 0 N Q en < 0 w w f--N Ck'.: <(~ N < - Ck'.: u OJ 0 (J) w ' en ~ <( LL en 3: w <( OJ -., ~ w Ck'.: I--' I- Q_ f-u <( a: ~w w I w (/) -' ~ ~ I- 0 _J w w :::J -0 -> ~ I (/) w w >'.'. w u <( _J u ~ • z a: 0 ~ <( t<) -' < - -<{ sheet Q_ -F'1.(2> I Q_ West View from Central Roundabout Quendall Terminals · Preferred Alternative Renton, WA Century Pacific, LLLP Lance Mueller & Associates June 12, 2012 QUENDALL TERMINALS -PREFERRED ALTERNATIVE -:s ".'"). ,-. ~~ - Exterior Design Goals: Provide a coordinated design language with a variety of details and materials to Provide a human scale, highlight portal elements, and provide a visually interesting street-scape and facade. BUILDING NW 1 RENTON, WASHINGTON CENTURY PACIFIC, LLLP Retail and Restaurant Space Features: • A sidewalk orientation with architecturally articulated punched openings with glass extending to sidewalk level. • Include canopies of steel and glass for weather protection • Include sconce and canopy lighting fixtures for f1n appropriate lighting level. • Street lighting on public right-of-ways and intersections. • Alternate facade materials and details are used for variety. To visually conceal the structured parking from street: • We are providing retail/restaurant at some street facades which completely screens parking behind. Facades with parking directly behind have the following: • Architecturally articulated punched openings in-filled with grillwork that also allows climbing vines. • Intermittent trellis elements are vine covered. • Berm and extend landscaping to sill of puncl 1ed openings. • Alternate facade materials and details are used for variety. • We avoid solid walls. GRAPHIC SCALE 12· 9· 12' ~-I PARTIAL SOUTH ELEVATION SCALE: 1 " = 12' 11" .. .,. 1111 .., ... .,. ...... .,..,. "" ... ,.. ... • • • ... ""' ... ..,.,. •.,.,..,.. .. ,.,.,.., .. ..,,.. •..,.., 11111 .,...,.,....,.,..,..,.,...,.,.. 111 .., .. ..,.., •..,.,. "'II . ~SEE PARTIAL ELEVATION I I~ I I '" I . I '? 1. s LO . 11: lmir, I ': m .. LO " 101_ M LO . ,, I °' I t7 ROOF LEVEL 62' ------------·- 5th _________ .. __ 4th _________ _ 3rd ....... ________ _ 2nd -;.:-;.;;:-:::-::_--,..-=-=:..--:,,---~ I ~ 'ls-P-J _\J:'!EL 9 0 ~------------------------------------------------------0~ BUILDING NW 1 SOUTH ELEVATION BUILDING NE 1 GRAPHIC SCALE 60' -d 30' Q' 30' ~ I SCALE: 1" = 30' Residential Floors Features: • These floors are setback from the base fac,1de for modulation and visual interest. • Additional architectural facade modulation is provided via: • Horizontal plan modulation with projecting decks. • Projecting vertical elements beyond the µarapet. • Alternate facade materials and details are used for variety. • Architectural facade element variety. • Strong corner elements to highlight the entry portal. Amenities: • Large landscape courtyard at level I visually screens structured parking below and provides restful areas to view or for sitting, reading, and strolling. It may include an exercise room or entertainment space. • Potential for rooftop plaza with landscaping and green roof elements. 24' 1 Buildings: There are 4 to 6 levels in these mixed use buildings as follows: • P1 inclucles screened structured parking with some retail & restaurant uses south facing in NW1. • Floors above P1 are all residential use. Floor 1 includes extensive elevated landscaped courtyards as an amenity. Exterior Finish: Descriptions: Coping: Glass & store front system: Walls at Base of Building (Level P1 ): Walls above Base of Building (Residential Floors 1 through 5) Walls at Stair Penthouse & Roof Equipment: Railings, Grillwork and Trellis: Entry Canopy: Sconce Lighting Fixtures: Material/Finish: Painted Metal, color to match siding. Green tint insulated glass in aluminum frames, clear anodized -typical. Use clear glass at retail. Includes a mix of materials for variety: • Concrete -stained or painted finish. • Brick veneer with random color Includes a mix of materials for variety: • · Metal Panel Siding -painted finish. • Stucco -painted finish. • Composite Panel Siding -painted finish. • Brick veneer with random color. Metal Panel Siding -painted finish. Painted Meal, accent colors TBD. Paint~d Metal, accent colors TBD. Green, tint glazing in aluminum frame. Typic~I at Level P1, Selection TBD. ~~~ I, ....:., 0 o C N ,n "' 0 0 ·~ (/) .....J <C z -~ er: LU I- -I ....J <C C z LU :::, O' § 0 z "' <( f-'. __J <C 0 w 0:::: 0:::: w LL w 0:::: Q__ I UJ w I- <( - CJ D U) UJ <( "' a: w ..J ..J w :i ::; w CJ Q__ _J z _J 0 _J f- C) -u 7 ---LL I - (/) u <C <C 5 Q_ ->-z 0 f-z w er:: er:: =i f-z w u "1 if) if) N if) '" "1 <D 0 N <( • -N N <( ~ IJl LX) OJ <( ,: w f-,_J I- CJ ';; w w 1/1 f-• w -0 :! (n w ::< CJ :5 (/) z CI 0 z 0 <( "1 ..J _ ...... ~ f-sheet <C > w _J P3.1 w 0 I ~ ~ ~ <( 0 z w :::i z 0 ,~ "' 0 0"' , (J1 I~ ,_ -0 I "-- -z QUENDALL TERMINALS -PREFERRED ALTERNATE Exterior Design Goals: Provide a coordinated design language with a variety of details and materials to Provide a human scale, highlight portal elements, and provide a visually interesting street-scape and facade. BUILDING NW 2 RENTON, WASHINGTON CENTURY PACIFIC, LP Retail and Restaurant Space Features: • A sidewalk orientation with architecturally articulat<Jd punched openings with glass extending to sidewalk level. • Include canopies of steel and glass for weather prPtection • Include sconce and canopy lighting fixtures for an appropriate lighting level. • Street lighting on public right-of-ways and intersections. • Alternate facade materials and details are used for variety. To visually conceal the structured parking from street: • We are providing retail/restaurant at some street fncades which completely screens parking behind. Facades with parking directly behind have the following: • Architecturally articulated punched openings in-filled with grillwork that also allows climbing vines. • Intermittent trellis elements are vine covered. • Berm and extend landscaping to sill of punched openings. • Alternate facade materials and details are used for variety. • We avoid solid walls. BUILDING NW 1 GRAPHIC PARTIAL WEST ELEVATION FROM LAKE WASHINGTON 1~· SCALE: 1 ,. r .. • ........ • • • -• •• • • .. • • • • ..... 1111 • -., • • .... • • .. •., • .. • • • .... ,.. • • .... • .. •••••••,a ~SEE PARTIAL ELEVATION I ' i--, Residential Floors Features: • These floors are setback from the base facade for modulation and visual interest. • Additional architectural facade modulation is providod via: • Horizontal plan modulation with projecting decks. • Projecting vertical elements beyond the parapet. • Alternate facade materials and details are used for variety. • Architectural facade element variety. • Strong corner elements to highlight the entry portal. Amenities: • Large landscape courtyard at level I visually screemi structured parking below and provides restful areas to view or for sitting, reading, and strolling. It may include an exercise room or entertainment space. • Potential for rooftop plaza with landscaping and green roof elements. Buildings: There are 4 to 6 levels in these mixed use buildings as follows: • P1 includes screened structured parking with some retail & restaurant uses south facing in NW1. • Floors above P1 are all residential us".:,,. Floor 1 includes extensive elevated landscaped courtyards as an amenity. · Exterior Finish: Descriptions: Coping: Glass & store front system: Walls at Base of Building (Level P1 ): Walls above Base of Building (Residential Floors 1 through 5) Walls at Stair Penthouse & Roof Equipment: Railings, Grillwork and Trellis: Material/Finish: Painted Metal, color to match siding. Green tint insulated glass in aluminum frames, clear anodized -typical. Use clear glass at retail. Includes a mix of materials for variety: • Concrete -stained or painted finish. • Brick veneer with random color Includes a mix of materials for variety: • Metal Panel)Siding -painted finish. • Stucco -painted finish. • Composite l?anel Siding -painted finish. • Brick veneer with random color. Metal Panel Siding~ painted finish. Painted Meal, accept colors TBD. SCALE 1r 24' I = 12' Entry Canopy: Sconce Lighting Fixtures: Painted Metal, accint colors TSO. Green tint glazing in aluminum frame. Typical at Level P1, Selection TSO. I \ .. ROOF LEVEL 62' ~,_-.-1-~~~:....----=,o I ,,i I ~ 5th FLOOR ',n • -~·-~--~,-,..cc:,~ " -, ROOF LEVEL 6'.( ,,..,.r ------------ ~ ROOF _LEVEL 62' __ T __ ROOF LEVEL 44.2~5'-'°.-,..--" -O;, Ath FLOOR ·.JI --··-----·-·--- " ~-------------------------------------------------------J BUILDING NW 2 BUILDING NW 1 BUILDING SW 1 BUILDING SW 2 OVERALL WEST ELEVATION FROM LAKE WASHINGTON GRAPHIC 30' Q' i-.....--SCALE: 1" BUILDING SW 3 SCALE 3p' = 30' 60' i m ' BUILDING SW 4 ()) ~ 0 '1J tJ) .....J <t: z -:E c:: UJ I- ......J .....J <( C z UJ :::> C1 § 0 z u, 0: Ul w f-f--'. <( __J - <( ~ 0 w Ul Ul <( Ct:: "' Ct:: W II LL w Wj Ct:: w CL :::i :;; w u z 0 ' ,-- C) z - I Cf) <( 5 -z 0 ' ,-- z w Ct:: Q_ __J -u - LL -u <( o_ >- Ct:: :=) I-z LL.I u "' Ul Ul N Ul N "' (0 0 N "' ' -N N "' -00 (J) OJ w ... ...J f- t- () <( w w 1/) ... " w -0 :r 1/) w ,:: () <( ...J (/)z <Io z <( "' 0 ...J--"' - I- <( > w __J w sheet P3.0 0 C 11-16-09 N; /DWGS/09120/QUENDALL/P1-0 0 C m z 0 )> r r -I m ;a s:: o:::az mm zz)> ~cir ::oz,,.. -<"' V .I 1J~ )>,........ I Q~-.-. ,,_ V oz,, -G) ,'V r-im ro ~z-,, m ;a ;a r-- ~ ~ l'r-J Ji VJ :----..J._ ----< C) cJ < / OJ r--- 2§ I) (/) 0 )> r r'.1 II ' Q) o. ~ N o_ G) :,J )> " I 0 (/) 0 )> r C'1 \ 9 II ~1 U1 ...; 2 G) ~11 sl1 I ~ m ~-~I SITE '1'J 0 • 0 PLAN 0 -:,,.0~~ '><z,\ )> r -I m ;a z )> -I < m \ !lil -PREFERRED ALT. r::: z C'1 "' LANCE MUELLER & ASSOCIATES ::; <1) .A. <1) .,. ~ 'V' A R C H I T E C T s . A I A NEW ACCESS! IDR!VE I. I ~ [fil;~~ r m c: 0 :x -I co =i i= llJ (/) -I -< -I -< )> )> )> ::a ::a z m o )> m r-m ~ ::0 -~ r- (/) ;g (') m 0 C: s 1J ~ m ::a '-... ::0 m () 25 r m llJ z 1" = 50'-o" 1 30 LAKESIDE • SEATTLE. WA 98122 • 206 325 2553 r fT1 G') m z C ~ I->-01 0 r 0 0 :::c m q -~ m -I ~ r-0 ~ G') )> m z :::i:: -I 0 ~ ~ m m z z z 0 co 0 G) C: co C m 'Tl 'Tl C: m 'Tl ::0 'Tl m ::0 ) J .-tl-m ~.1 'I 3l i1: I 1111: SE 1 RESIDENTIAL 5 FLOORS OVER PARKING I ffi 82 UNITS 1· GROUND FLR. AREA = 19, 725sf q ~ I C m (") -! I Z (I') ::S::: O mm 1J ~ .o.ol> r-c:: e ::a 0 )> )> :,::: m o o Z <, I ::0 :::C G) :,::!~~-· -ol-!-! ~ II II :,:: 01 ....,. -.i:,. .IS, z O .i:,. ~I~~ ....,. I ;:,: (") <.O "O ;:,: 00 )> "O (/) ::a )> -I ;:,: ::0 )> -;:,: r-z -r-C) z (/) (/) G'l ~~ r-)> r-r-(/) r- (/) z m :::0 m (/) 0 m z -I )> r- ~ ~ r-r- e c:: z z u! u! U II O') ....,. <.O 01 I\) .i:,. SW 3 RESIDENTIAL 4 FLOORS OVER PARKING M UNITS GROUND FLR. AREA = 18,500sf SW 1 RESIDENTIAL 5 FLOORS OVER PARKING 71 UNITS GROUND FLR. AREA = (/) m ::a m SQ 0 m z -I )> r- -1 ~ r- e 2 u! II ....,. (.11 .i:,. z ~ ::a rn 0 m z -I )> r- ~ r- e 2 iii II ....,. II.) -...j ~ ::a m SQ C, m z -I )> r- ~ r- e:: z iii II I\) (.11 -...j C z --I u, C s s )> ::c -< QUENDALL TERMINALS RENTON, WASHINGTON CENTURY PACIFIC, LLLP ho ~ 0 0 I ~ s: \~ \~ ;;J I 0 I ~ s: OJ C '1 '1 C'1 :,J b;.v;•; <·-·•.· .. '•i;-<5t'~~ )\\. ..· . ;_· ,' ~0"><');,. . . . . ':t(;•''•i'0>,_,e,'O e~O'· · ·~···· · .. ·· ~o ~~. . . . . k ~ ff !£ ~ .~ ~ , .. ,. . ... · ~ ., '. . ... 'J-0'\"\ }:~}?i····;·,~~-:c.·, ...... Q') .. ,_.· .. •· ._·' _.~ ... ·A··_.,o ... x ... ~-.-·''...·,· "':x~ .. \.> ?' ~::""••·; '. ·if0 V, . r.:.~',,,>;t..'\',o . ~i;'l,i~,;, ,' ·' .2~~-······.··. t)'.~<t~;~ ;'.'l").:1> ,y.)~;:.:r -:'.>.' ·. 09 120 job no. ~6\ REGISITRED,I PTK 5 PREFFERED ALTERNATE ~T drawn 4 PREFERRED AL TERNA TE 3 .DRAFT 4/25/12 . :~fsi,.IJ~t_/' -2 10RAFT .;1 1 i:L·2 V ~:.:~,= checked 1 !ALTERNATE #6 I 11-16-09 dote no.I revision I I I I I 6-5-1'~ 5 7 12 4 25-12 ',l,-,~-·'1 3-14-12 date /.) '•\ .' . ( ,h\ (,1, . ' ~ vr East View from Lake Washington Quendall Terminals -Preferred Alternative Renton, WA Century Pacific, LLLP Lance Mueller & Associates June 12, 2012 " " !L -- ! <I_ n 7 w c:, (:J ·(;) '" Ol " {JJ ti) 9 ¥l ,,I) Q --' " =z SW QUAD - 450 RESIDENTIAL UNITS ( 788 CARS@ 1 75 REQUIRED) RESIDENTIAL BUILDINGS= 495,000gsf +/- PARKING GARAGE P-1 & P-2 = 305,410gsf COURTYARD = 64, 105gsf 10,800gsf SHOPPING CENTER@ P-1 ( 43 CARS REQUIRED) ( 6,300gsf RETAIL & 4,500gsf RESTAURAND 10,000gsf OFFICE (8,571 nsO @ P-2 ( 26 CARS REQUIRED) 857 MINIMUM TOTAL REQUIRED 811 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 46 IN SE & NE QUAD) SE QUAD 175 RESIDENTIAL UNITS ( 306 CARS@ 1.75/UNIT REQUIRED) RESIDENTIAL BUILDINGS= 192,500gsf +/- PARKING GARAGE P-1 & P-2 = 250,364gsf COURTYARD= 74,432gsf 97,500gsf OFFICE ( 83,572ns0 ( 251 CARS REQUIRED) 4,500sf RETAIL@ P-1 ( 18 CARS REQUIRED) 10,000gsf OFFICE ( 8,571nsO @ P-2 ( 26 CARS REQUIRED) 601 MINIMUM TOTAL REQUIRED SW 1 RESIDENTIAL 5 FLOORS OVER PARKING 37,400sf GROUND AREA 170 UNITS BLDG. HT. 75'-0" TOP OF ROOF 637 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 36 EXTRA ABOVE MINIMUM REQUIRED) QUENDALL TERMINALS SITE PLAN LANCE MUELLER & ASSOCIATES CENTURY PACIFIC LP 11-16-09 *ALL STATISTICS ARE BASED ON CONCEPTUAL PLAN WHICH ARE APPROXIMATE AND SUBJECT TO CHANGE LAKE WASHINGTON --·11111-,1--··· .. -1-1-1 ili'll'll'I -----1 .: !-i, :1i 1: , ii ,, ( : i ! I !lrlllllll!!llllllllll!l!lll!llill!lii '"'""'"' -r--- n ·+·;-."!,",t:i};):.>:.r;):.;::::;_··t, !.. .. :. ! __ ;} ·~ .. «>,'Cs\ ' ' • ~ ~~._,,._ ... , ... !., ..... / ________ _,, I •• ' EXISTING BNRR ,rr,------ GRAPHIC SCALE oo ~ oo 1m 1--.ls.J ::J .. -.·--·-.-.. 1 ,/, SCALE: 1" = 60' ,~- - CJ ,n w > er: <J) <J) w () ~ =!: TOTAL SITE SUMMARY ---------------- ZONE: COR OCCUPANCY TYPE: B & M & R-2 SITE PARKING BASED ON: 800 TOTAL RESIDENTIAL UNITS@ 1, 1 OOgsf/UNIT = 880,000gsf 210,000nsfTOTAL NET OFFICE (245,000gsf GROSS) 30,600gsfTOTAL GROSS SHOPPING CENTER ( 21,600gsf RETAIL & 9,000gsf REST AURAND P-1 & P-2 TOTAL PARKING: ( PARKING FOR 2,030 CARS IN STRUCTURE) PARKING ON STRUCTURE= 168 CARS PARKING ON EAST TURNAROUND = 17 CARS TOTAL PARKING SHOWN= 2,215 CARS TOTAL PARKING TO BE REDUCED 2% FOR ADA REQUIRED PARKING* ( -44) *TOTAL ADJUSTED PARKING WITH 2% DEDUCTION FOR ADA REQUIRED PARKING= 2,215 -44 = 2,171 PARKING ASSUMPTIONS: RESIDENTIAL@ 1.75 STALLS PER UNIT= 1,400 REQUIRED PARKING SPACES SHOPPING CENTER: RETAIL & RETAURANT@4 STALLS PER 1,000gsf = 122 REQUIRED PARKING SPACES OFFICE@ 3 STALLS PER 1,000nsf = 630 REQUIRED PARKING SPACES --------------------- TOTAL REQUIRED= 2,152 PARKING SPACES RESIDENTIAL UNITS ARE 1/1,100gsf GROSS FLOOR AREA AVERAGE USEABLE SITE AREA FOR RESIDENTIAL DENSITY: TOTAL SITE= 884,822gsf ( 20.3 ACRES) + DETACHED PARCEL 50,052gsf ( 1.15 ACRES) STREET 'A' ( 60' ROW) = 52,032gsf ( 1.19 ACRES) STREET 'B' & STREET 'C' = 107, 117gsf ( 2.46 ACRES) PRIVATE DRIVE 'D' & PRIVATE DRIVE 'E' = 14,811sf ( 0.34 ACRES) PRIVATE DRIVE 'F' = 10,327gsf ( 0.24 ACRES) TOTAL STREETS 'A' & 'B' & 'C' + PRIVATE DRIVES 'D' & 'E' & 'F' = 184,287gsf (4.23 ACRES) TOTAL USEABLE SITE AREA= 934,874gsf-184,287gsf = 750,587gsf ( 17.23 ACRES) ALLOWED RESIDENTIAL UNITS@ 50/ACRE = 861 800 RESIDENTIAL UNITS SHOWN LOT COVERAGE TOTAL PARKING STRUCTURE GROUND COVERAGE= 471,507gsf TOTAL PUBLIC STREETS 'A'+ 'B' + 'C' AREA= 52,032gsf + 107,117gsf = 159, 149gsf TOTAL LOT COVERAGE= 934,874gsf-159,149gsf = 775,725nsf TOTAL LOT COVERAGE/ TOTAL GROSS SITE AREA= 471,507gsf / 775,725nsf = 60.8% = 934,87 4gsf ( 21.46 ACRES) IMPERVIOUS AREA INCLUDES PRIVATE DRIVES BUT DOES NOT INCLUDING STRUCTURES & PUBLIC WAY= 55,844sf MAXIMUM BUILDING HEIGHT ALLOWED IS 10 STORIES OR 125 FEET BUILDING HEIGHT SHOWN = 7 STORIES OR 80 FEET+/- ' r _J LJ -L ~ DUMPSTER I RECYCLE BIN [ii]_ij UTILITY AND ELECTRICAL SPACE @<J] EXIT STAIR w '------/-Z-+----------- \~-- ~ LOBBYAREA --------~ PROPERTY LINE 50,052sf City of Renton Planning Division NOV 18 1009 d) _J <I z I= Ol UJ I- _J _J <I () z UJ =:] (3 " U) w ' f- <( ~ () 0 U) U) <( "" ~ ,o Hf- I,~- L - ][ ru <1[ =ll: "' ' z 0 l!f- llllill ,n, ,,, ,'/, ~ I ,n _JIil ro ' 0 u C 0 m > 0 L () C ' u - Wl -u <II[ n }-- 1nl _]\ ll 2 lllll u t') ,n ,n N L0 N t') \0 0 N <( ' -('J N <( ~ CX) m . <( 5 en - f- Id _J r--· u I- <( ~w w 1/) W sheet If- f- - ' u! 0 Cl ' IL ' _j _j <[ [\ z I I ,I _j ~ Cl N o, "1 (J"J <J) Cl \_~ ' =i \~ Q ' "' =z <?-00~~:rQ ~,<?-<.:.-1<.:,<?-'0 / /~\0'r~ \\ \..... / \\\ ( ' \ \ •·. \ \ .. \ \\ ' \ \ LAKE WASHINGTON : . ..-.::.:~ ' ' '· .. 1,· /·~··. -· \ \ '' \ \ ' ',, I# -1-, ~ /\ ,{__ / ' \ I ' ' I I ,-----1 \ '~.-. L./· .. < .) RESTAURANT \ 1 , RESTAURANT 4,500sf 4,500sf 24' DRIVE 24' DRIVE • • \ '\\ 11\ \. ' \ \ 1 ~ I I 19 17 19 17 1. 17 19 ........... , c ~"·--~ SW QUADRANT COVERAGE 6,300sf RETAIL@ P-1 ( 25 CARS) 4,500sf RESTAURANT@ P-1 ( 18 CARS) P-1 PARKING = 394 GROSS PARKING GARAGE AREA= 152,305gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 163,105gsf \ \ -. " \\\ \\\ \\ )~\' iJld\ ···--~\ ~--,,,, \ \, \\ ,. \\. \\ \ ·. \ \ ' \ ' .. 1,\"' \ 24' DRIVE \ ~· '\•, ' i \ \ i \ ~ / --~ "' \ '_ / S' i,;IO!eWA[J( \::_ PAIU(ING & LOADING AREA \ . ~ __ # r~--5SIDEWALK \\ ( \ \ ~Tfl"--) \ \ ' f ' \\ \'\" '/ " " 1"I 1 / \\\\\ /\, S~5~~:E~:A:~1 ~~~;;:GE _\,~/ P·1 PARKING= 317 \\\' GROSS PARKING GARAGE AREA= 127,932gsf ~ \ TOTAL BUILDING & PARKING STRUCTURE COVERAGE-=-13_2_,4_3_2_gs_f ___ , % \.~ \ ~~i~ ~~'() ~,. \ ·~ ',::< C "• ~ ri' ' • • ,,,,,,,,,,,,,,,, .• 0.. ::, [L 2 " '' c:2 22 10 ; 6 [L ::, 0.. 2 c:2 ••••• " ''''''''~ ·---, 13 i 11 _,_ -"' <Co f-o WLO a: .,; " _,_ I <(g a o ~ CD _, _ -"' <Co f-o w Oil a: .,; 11 14 ',, t [L ::, [L 2 """" 17 hi""' ~ 0.. ::, 0.. 2 c:2 • \ "f:,~ \ ' . ,,\ \ \, .. / ·. · + 24'DRIVE + ~~-~~-':<')""0-· _·_'__l___.J._•-'-c_,:::i__1__ _ _..L_L___Li_·~-~~i'-",~-;~· +_++1_:'_lu~.'~~~~~ • • 24'DRIV~ " 1,: 1 E U. \. ---·- ·-Glel'J.l=leRblNE·40~QRIV!e -·--·--· !lllr-• ---c-=='-==-c===---====Ji+IJi+l0 ;m:, i I i lllllll I I lllllll I I lllllll I I lltttllllltttl I Ii ;jijjji I ji,jii fiJtl i "'"""""Ac,s;~.:_:· ===;;;;;;;:;:;_;:;:::;=;~=-==1' lli;UIUlllllttllll I I I I ! i 1,lclli 11111== ·· EXISTING BNRR ,--, GRAPHIC SCALE 60' O' 60' 120' r---_,,.,_.. i__.......i SCALE: 1" = 60' C' " '" 10 22 P-1 PARKING LEVEL -GROUND LEVEL 1:l I ' I I i 0 """ z a I ~ ' "+ +' i 0 z a ''''' g +,+ I ! I I ~ a: 0 ~ w • < 0 " 0 z ~ • , 0 • z ± •• cf w h- w . .. n_ 5 f I ~ e I , +i+! P-1 SUMMARY 21,600gsfTOTAL RETAIL 9,000gsf TOTAL RESTAURANT P-1 PARKING AREA= 417,671gsf PARKING FOR 1,102 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA = 85, 130gsf NE QUAD AREA = 90,840gsf SW QUAD AREA = 163, 105gsf SE QUAD AREA= 132,432gsf 471,507 TOTAL PKG. COVERAGE NW QUADRANT COVERAGE 6,000sf RETAIL@ P-1 (24 CARS) 4,500sf RESTAURANT@ P-1 ( 18 CARS) P-1 PARKING= 179 GROSS PARKING GARAGE AREA= 74,630gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85,130gsf NE QUADRANT COVERAGE 4,800sf RETAIL@ P-1 ( 19 CARS) P-1 PARKING= 212 GROSS PARKING GARAGE AREA= 86,040gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf -11111111111111111111 11111 1111111111m~1==. _ PROPERTY LINE 50,052sf PROPERTY LINE City ot Rnnton Planning Division NOV 1 8 2009 I m ~ 0 ' <J ·-- ' I ' ' ! I ! I I C 0 ,_ I ~ > ' © L. i g c-"-.c..+' -"'-t'~-· - 0 (,) C C ~ ·o © "' 0 '" (,) w c, '..O' "' 0 V u © ' ·~ (,) ·-L ' ,, 0 I-I ' <J {l_ <J I o: ' < ' d) _J <I z I= G ![l _JU Ol llf--\~ u 'u ~ JUI 111111_ ~ - I l} I-1:0 <[ <[ lf 11 -) '.', /,'l _J }-' !fl 2 1 111,f _J \' 't 0 ll <I 111' If- ill 11111111111 0 1,!JJ:il u z JUI =i (3 ,V) If) ") ''" " If) ,, C) (D 0 N < • -N (') < -O'.l m . > <( 5 (/) . w I-a I- f- " <l _J JI ill~ > iii ~ >w w (/) ill ::, ' _J ::i: I- - I " . w n - (/) C.I "' <( _, ~w z u Z cc O ~j __ <::i <[ sheei (L II (L n _[ ___ [ <( Q 7 w =i Q Gl '' ffl & <, C,1 ,.J) 'cl <'.l "3 "1 Q +< ~z LAKE WASHINGTON ~00~'<;,'r--() (:\~'<;,~'<;,~'0 \\\ /\ 0'r--~ \ \ ___/ //> \ \ \, ( \ as ' •IEXITI \\ 1\-,\ w \ \ \ \ ~ 14 13 14~ 19 17 1"/ \~, '· ~ ~ z \llif \ ' ; $ ' 12 0 \ \ \\ Cl. 24' DRIVE 10 17 + • 1S 1r ' C ' ; \ ' \< :a SW QUADRANT COVERAGE \~\\\ r2 w'w , t \ . < . • · ug f o 1 O,OOOgsf OFFICE (8,571 nst ( 26 CARS) \ \ \\ /." 'IIJ" lf: o. ~ N P-2 PARKING= 417 , \ \ \. · .. ·· · o;c' N ili f~~!~ ~A~~l~~~AiP~RA~~~ = ~it~'-'0~~9=T8~~-R-E_C_O_V_E_RA_G_E_=_16_3_, 1_0_5_g-sf--·-· f \' < ! \; \\ \\/· < ' I I \~--I ! w'w uo -0 u..o LJ.. • o;c' \ ...... 24' DRIVE 17 19 + • 17 10 ...... : , 6 i • ,. ,'-. __ • . . :: '; ,\~ / 5'$1DEWAIK " / I ,'\.--/ S'SIDEWAIK ~-/ z 0 Cl. ! • " rn I ~ ! ............. ~ I • Q I 0 ' "+It I I '\ (---~ -\-. ,•' , ............... ,.,_ .---------', 6'lANDSCAPE # __ f---__ <)<,Y B'LANDSC:APE ,'._ .. · j .. ,._,,,_,,·.,,--,,,_\·_ .. . \ \ \,~;_/ ---PAriKNG&LOADINGAREA • -~--------·--::~,-----' PARKING&LOADINGAREA • '--7:.;-/ i \, ~.7-.PARKING&LOAOINGAREA --~ --~ \\\\_~-.·\---~--_·7'-J-/(_----,,~,:,o,;OA,,·_·,~~,"wo,,,",-~ _-----1c:;; --~---· -------".'."---CENTERl:;INE-2-2!-E)R~VE--------.-----~------+----)--+------'·:; -----•.. CEN=f-ERUNE-22' DRIVE------------:-------~ --y u II /~:~~--. '!;_· r;' ''.. --~--:-'-.,,___ PARKING&LOAOIN~~:i:wN..K /·.;:__------------\ ""\'---------': /--~:,__,__ PARKING&LOADINGAREA -.. :.-.-~. \:,:;,, ,: .. __ ··(-: ... ··<\, , __ \ 6;-LANDSCAPE ... ...__ ~ ---" / .............. Ls······ /'ii----,----,---,-~=.-'---,-+-~--,--"""--,--,---,--"-""""""'-----,---rr~ r~~---'c--,---"---,----+-~1c--~~~ \ ' 14 26 ' ' :.1' " ! ' ' \\ \'.. LO '\ / ,i ,J ! s SE QUADRANT COVERAGE 1 O,OOOgsf OFFICE (8,571 nsO ( 26 CARS) P-2 PARKING= 320 GROSS PARKING GARAGE AREA= 122,43'-"2.,,_gsccf _______ _ TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 132,432gsf \ : 24' DRIVE : ) ·· { >-_ , r c_ cs--i : c,:s~4' DRIVE " -,, +:* . 6\8 .. 17. 17 ' 6. t z 0 Cl. :a " c2 '" " ,0 --~-' ' ' + • " " 22 20 " _, w'w ~ '~ uo -0 Fu I ~ LLO LL • 0 • -0 o;c' w < ~ g ~ + 24' DRIVE • ,J i i 32 ! i \ / _, <t: w w Cl:'. > <t: Cl'. 0 q:, z ::, ~ < 0 " < • Cl'. w ~ Q C) w N - ffi -<I) 0 0 I.() "' m z ~ w (!) I Gp' I (, i I ----- h u. 'I 17 . 17 ,,,,,,,, ...• "" . 20 10 ---iJ z 0 (L :. 24' DRIVE c2 ( + • \ 10 19 " '-... ______ _ ----------------------GEN'fERtlNE-40'-BRfVE--------------------------- -lilllllll!l!i!ii! i lllllllllliliiliili'i ''"'"''"""-==--E-x-1s=r=1N=G=-BN_R_R==----:.: ==lttlUUllllllllllll,11,llillLl!il,, llt==--:=::::--===--= GRAPHIC SCALE 60' U 60' 1W' ~-...-.J 1-.--........... 1 SCALE: 1" = 60' P-2 PARKING LEVEL P-2 SUMMARY 50,000gsf TOTAL OFFICE P-2 PARKING AREA= 398,414gsf PARKING FOR 1,096 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA = 85, 130gsf NE QUAD AREA = 90,840gsf SW QUAD AREA= 163,105gsf SE QUAD AREA = 132,432gsf -~~--- 471,507 TOTAL PKG. COVERAGE NW QUADRANT COVERAGE 10,000gsf OFFICE (8,571 nst ( 26 CARS) P-2 PARKING = 191 GROSS PARKING GARAGE AREA= 75, 130gsf _ TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85,130gsf NE QUADRANT COVERAGE 19,500gsf OFFICE ( 16,714nst ( 50 CARS) P-2 PARKING= 168 GROSS PARKlr<IG GARAGE AREA= 71,340gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf / _________ _ PROPERTY LINE 50,052sf PROPERTY UNE City of Renton P\anninQ Division NOV 18 1UU9 11 -l-l-1-_LJ_J_ ---- ' ' ! i ' I - d) _J <I 2 L 2 ,o (]t -II- ,~fj 7 w - Jr I-iJ) <[ 3 _J ' 2 _J 0 <I -II- L w 0 fl\// ',il ,'iif _ 2 w =1 (3 " C 0 ·-<I) ·-> m L - 0 C ------------------_:___) 1[l _Jj[ Ii/I '% u - IIUIL - Cl) , ' <[ lfl tL )- Of _) ilf- 2 w 10 \ ]', ----- "' 0 N . w I-_J f- " ~ .. LJ ,. w (/) _JJ a: ww > j I-" w w ~ w _JJ :::J -0 :!; I 1/l l_,I ~ w u ~ z u _j z a: 0 ~j-m1..:'.'.'. -<1[ sheet Q_ 0-1 II Q_ (cl ' n --_J _J q D z ill => (3 --& <P Q -, (P ti) Q ,__, ,3 ~a '" --1 +II ,-7 ,,I I ~ -me -------------------~~--- "' O'. :li O'. w f- <( '.'.J' s <( -I 0 U) (j a._ ~ ->-(~ I J- :;; -r~~ -__ Lil z - ------- SW 1 RESIDENTIAL PLANT KEY LARGE S,iADE TREE 5 FLOORS OVER PARKING 37,400sf GROUND AREA 170 UNITS BLDG. HT. 75'-0" TOP OF ROOF RED H,\P -'=, OAK, ASr'. S/'IE:"TGUM, ZELKOV,\, 1-/2' '-11Nif-/UM CALIPER SMALL S fREET T'ZEE ----~-~-- f"'LOY'1ERING PEf\R, HORNBC::AM, Cr·c=RPY, HAY'ITCIO:':N, l-'/2' M'N'MUM CAI. PER AGGEt--:T / OR.t--:AMENT f\l TPE: VINE MAPLE, DOGY'100D, JAPANESE MAPLE, Mr\GNOL ;1\, 1-1/2' '."'.,AI.IPcP LARG: EV!::RGPEEN -R:[ DOUGLi'\S r= R, GEDAR, HtcMLOGK, PINE, 6' MINIMUM HEIGHT SMALL JPRISHT EVfRGREEN ~REE -------- JUNIPcR, H06AN SEDAR, ARBORVIT 1-\E, l.t:Yl ANP SYPR!::SS, 0 NIN'MUM 1.ARSE \i,-6, T, Vt: / ORt--.;\MET ;\L SHRvBS f..!061'\00D, OR.::'GON SRAPE, STRAV\BERP.Y TREE, ,flBUR'IUM, 2 6AL-LO\I MINIMUM ~EDIUf-/ NATIVc / OP.NAMcNTAL SHRU3S c"i'.H0[)0DENDRONS, PIERIS, HYDRANGEA, BERBERS, SRASSES_ '...AJRC:c_ 2 6ALLON MINl'v1UM SMAU_ NA-:1\/E / ORNAMENTAi FLOY'<EC:RIN& SHRUBS HcATrlER, SRASSc'S, LAV'":NDtcR, AZALEAS, dL". I GAU.ON N,NIMIJ"'. 4" PO'CS 24' O.G-MI\IIMUN SROUNDCOVER KINNIS!~ t--.N s<. RJBUS, V!NCA, V\IL? STPAY'1BERRY, SALAL, I GALLON MINIMUM LAKE WASHINGTON RAISED PLANTERS lYP_ WATER FEATURE lYP_ SW 2 RESIDENTIAL ---SEATING 1YP. --PATIOS TYP. 5 FLOORS OVER PARKING 41,800sf GROUND AREA 190 UNITS BLDG_ HT. 75'-0" TOP OF ROOF , / I i ,1 -I ,- ~ I • 24' DRIVE (3E> ·~, --------· ill > O'. ill z _J ~ ill D.. ~ D.. TOTAL NEW LANDSCAPE AREA~ 168,387sf I / I -..J I J --lllrt!lllllll!ll1111ttttttt!4111rn~,-," --==aE~X'°IS,.;TiiilN~G=iBc~N"'R"'R=--====11111. ·w· 1111cM1ttttttt111111· -=-=~=::==-=·=--=-=--c==R~~--f=--=-lllli:cii\lllll1! Hll~P:liR!~ -- rn 0 ~ ~ z '"-._ ----------- GRAPHIC SCALE 60' O' 60' , , I ~.,..-;,,z: SCALE: 1" a 60' 120' / I ~:' 7.,. ;/ STATE OF WASHINGTON / /REGISTERED /\'1DS9fPE tRCHITEfT , _Q} I · un)).j KEN LONEY I CERTIFICATE No. 363/ IRl[E(C[Eij~~[l MAIN STREET DESIGN LANDSCA~C ARCHITFCTURE 9402 T·idal Gou.Tl (206) .'155-9572 Du'inbrid,qe ls., /Vil 98110 ' ! ! 1--------,--. I I 0 C C " ~· C' 0 ' _Q; ",/_ L I (P QI ... " ·~I {Lu I ' --_.; \ ._J d) _J <I 2 I= L () Ol t-fl I~ 1 Ill - J[ I-I'} G~ <t[ :3 _J L _J 10 ' ) ' <I II-z m 0 if!?/ 2 Ill =:J (3 u " 'f_ 0 V ' u w ' 0 ' u > w L . 0 C -- O• C, • ' ~ "' 0 ' -u - n JJ:j_/,/_ _1111 -10 -- IL -,o <[ if\: ,,. ,,, ~ }- f!l ::::J II z IUI ,II l) ~ ------- C, "l ' ,n C, L/) "' N " l(l -N "l (D 0 N en " 0 z w I--["'J <( ~ N <[ " ~ u co 0 01 _J[ . en ~ <( en 3 Q__ <( Cf) - <II ~ 1,1 I-__J f- " f- <( !I ~ w w ill w 1/l _J ~ ~ I-0 Q__ w -0 - <[ ~ I 1/l w :x: u w " <( u --I z [I 0 cD <( "1 I _J " ~ 0------ / sheet z <rl L" ·" _J[ SW 1 /4 SECTION 29, T24N, RSE, W.M. LLI 0 z ! (; 30 29-----"" . ' 311 j 32 i ·-r ! i / / /// _./· ......... > / _;::· ,. ,-i N8FJ'48'56"W BARBEE MILL ,, . ., ·-·~--,-,,.-. .. / .,..-· ! //_.,,...,. PORT QUENDALL ' C /0 SEATTLE fSEAH A WKS .,.-/'' .. .,...,. .. / / / I 12 SEAHAWKS WAY TAX# 292405-~001-04 ,ssa, I 1 f' ' 1 <1 ,, !-!:" , ( . i j / J / I \ ) / -.· l i. r· ! _; / t! /i / PORT QUENDALL · TERlvllKJAL· ·-·,··435'(5 CAKE'WAs'HIN"GfbN BODLl:VARD. TAX# 292405-9002-03 COVERNMENT LOT 5 ~ '" • -w, 1/·-· .•.•. // ! i \ i ) i SW 1 /l+ SE~TION 29, l24N)45E NW ' ' 1 /~ SEtTION 32, 1i241'1,\45E ,,,.c,r.,-~,., ,,J ·~-~---·~-,,., ,•,-<·~ ' A ' ' ., ' ', -,,,, . , 'b(,----,,·.,--'"-,,-,,, ,.,.,·.~-"'""'' .,, .• "''""'· c,-, -·-·"'""''"'"'"'"'""-"· ... ··---==>,--.-~-~=,.,,--,, "~":/?·-?-··~·- / ORIGINATING BENCHMARK: MERCER ISLAND LAKE Sl1E RENTON ~ VICINI~; MAP TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: CITY OF RENTON BENCHMARK NO. 2100, USGS BRASS DISC ON SOUTHEAST CORNER OF CONCRETE SPILLWAY AT GAGING STATION, WEST SIDE OF LAKE WASHINGTON BOULEVARD, SOUTH OF MAY CREEK BRIDGE- SITE NOTES ELEVATION = 28.91' SITE ADDRESS: SITE BENCHMARK "Z": 4350 LAKE WASHINGTON BOULEVARD CHISELED SQUARE SET AT SOUTHEAST CORNER OF CONCRETE WALK AT EAST END RENTON, WASHINGTON OF WALK, SOUTH SIDE OF NORTH 43RD STREET AT ENTRANCE TO BARBEE MILL TAX ACCOUNT NO.: SUBDIVISION, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK. 292405-9002-03 ELEVATION = 37.35' (SEE SHEET 11) RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. SITE BE NCHMARK "Y": UTILITY PROVIDERS: SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT CHISELED SQUARE SET AT NORTHEAST CORNER OF CONCRETE PAD FOR SANITARY SANITARY SEWERS, STORM DRAINAGE, WATER SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF SEWER LIFT STATION WEST SIDE OF RIPLEY LANE. +/-15' WEST OF WEST EDGE OF CITY OF RENTON EXISTING IMPROVEMENTS. ASPHALT. DEVELOPMENT SERVICES ELEVATION = 33.56' (SEE SHEET 13) 1055 SOUTH GRADY WAY THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION RENTON, WA 98055 "-INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK AREA: (425) 430-7200 o:: AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION. MAIN PARCEL IS 1,334,469 SQUARE FEET OR 30.6352 ACRES, MORE OR LESS. I POWER AND NATURAL GAS o:: FLOOD ZONE: MIDDLE PARCEL CONTAINS 50,052 SQUARE FEET OR 1.1490 ACRES, MORE OR LESS. PUGET SOUND ENERGY (i\ THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE MAP INDEX, DATED DECEMBER 355 110TH AVENUE NE I 6,2001, INDEX NO. 53033CIND0, AND IS SITUATED IN ZONE "X", AREA DETERMINED PARKING SPACE COUNT: BELLEVUE, WA 98004 /JJ TO BE OUTSIDE 500 YEAR FLOODPLAIN. PARKING SPACES TOTAL O INCLUDING O HANDICAP ACCESSIBLE SPACES. (206) 425-2000 X SUBSTRUCTURES: (888) 225-5773 w HORIZONTAL DATUM: f-NAD 83/9 l; CITY OF RENTON BURIED UTILITIES ARE SHOWIN AS INDICATED ON RECORDS MAPS FURNISHED BY TELEPHONE <C OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE f-ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL QWEST WEST ZONING: COR ZONING AGENCY: CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 I / I DESCRIPTION: GRAPHIC SCALE 50 100 200 I i I ( IN FEET ) 1 inch = 100 ft. SURVEY NOTE: SEE RECORD OF SURVEY RECORDED UNDER REC. NO. 20000209900005 FOR BOUNDARY FOR BOUNDARY INFORMATION RELATIVE TO SECTION INFORMATION THAT IS REFERENCED IN THE LEGAL DESCRIPTION HEREON. THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWINSHIP 24 NORTH, RANGE 5 EAST, W.M., AND SHORELAND ADJOINING LYING WESTERLY OF THE NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29; THENCE NORTH 89 °58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01 FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY; THENCE NORTH 29'44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO A POINT HEREINAFTER REFERRED TO AS POINT A; THENCE CONTINUING NORTH 29 '44'54" EAST 200.01 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE SOUTH 56 "28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH 59 "24'56" WEST 100.01 FEET FROM SAID POINT A; THENCE NORTH 59 "24'56" WEST TO THE INNER HARBOR LINE AND THE END OF SAID LINE DESCRIPTION; ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1 AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO. 5687408; AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO. 20080619001179. \ -----------· .. -- TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWIN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-380710-WA1, DATED MAY 28, 2009. THE EASEMENTS SHOWIN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREA TED OR RESCINDED AFTER THIS DA TE ARE NOT SHOWIN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE SHOWIN ON MAP. 3. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STA TE OF WASHINGTON: RECORDED: October 16, 1951 RECORDING NO.: 4178247 8 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MARCH 20, 1963 UNDER RECORDING NO. 5562896 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: POWER LINE AFFECTS: THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY 0 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320 IN FAVOR OF: MUNICIPALITY OF METROPOLITAN SEAffiE, ITS SUCCESSORS AND ASSIGNS FOR: UTILITY EASEMENT AFFECTS: THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY 7. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: JULY 16, 1975 RECORDING NO.: 7507160536 0 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 7, 1980 UNDER RECORDING NO. 8007070459 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: PUBLIC UTILlllES (INCLUDING WATER AND SEWER) AFFECTS: PORTION OF THE PROPERTY HEREIN DESCRIBED WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY 9. SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971, AMENDMENT THERETO DATED SEPTEMBER 12, 1980, BOTH APPEARING UNDER RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER. ALL AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES. @EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: FEBRUARY 15, 1996 UNDER RECORDING NO. 9602150689 IN FAVOR OF: BARBEE MILL CO., INC .. A WASHINGTON CORPORATION, AND J.H. BAXTER & CO .. A CALIFORNIA LIMITED PARTNERSHIP FOR: ROADWAY AND UTILITIES AFFECTS: THE EAST 60 FEET ADJACENT TO WEST MARGIN OF RAILROAD RIGHT-OF-WAY 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND CORNER RECORD" RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF OFFICIAL RECORDS. 12. CONDlllONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER RECORDING NO. 20000209900005, REOORDED IN VOLUME 135 OF SURVEYS, AT PAGE(S) 176, IN KING COUNTY, WASHINGTON. @EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 2, 2008 UNDER RECORDING NO . 20080902001178 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: SANITARY SEWER UTILITIES AND UTILITY PIPELINES AFFECTS: AS DESCRIBED THEREIN MPRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY. VTHIS COMPANY WILL REQUIRE THAT THE "PRIVATE ROADWAY AND CROSSING AGREEMENT", AND ANY ASSIGNMENTS OR MODIFICATIONS THEREOF WHICH WERE ISSUED BY THE RAILROAD COMPANY, BE SUBMITTED FOR EXAMINATION. THE COVERAGE THEN AFFORDED UNDER ANY POLICY(IES) ISSUED, RELATIVE TO ACCESS TO SAID PREMISES, WILL BE LIMITED BY THE RESTRICTIONS, CONDlllONS AND PROVISIONS AS CONTAINED THEREIN. If no "oGREEMENT" EXISTS, THE FORTHCOMING POLICY(IES) WILL CONTAIN THE FOLLOWING EXCEPTION: THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT-OF-WAY. 15. ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF THE SAID 2ND CLASS SHORELANDS. CERTIFl~ATION: SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO.: SURVEYOR'S ADDRESS & COMPANY: TELEPHONE: 2009050.00 37546 BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEA ffiE, WA 98102-3513 (206) 323-4144 TO CENTURY PACIFIC, LP AND FIRST AMERICAN TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY AL TA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7a, 7b1, 7c, 8, 9, 10, 11a, 11b, 12, 13, 14, 16, 17 AND 18, OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE ELATIVE POSlllONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT W IS SPECIFIED THEREIN. DAKIN A. BE , •. S. NO. 37546 1,lbf'fe? City of,~ r,eriton Ptannino rJ· .. '·· IV/S/On Nov 1 8 WOH DA TE . fi5l ft':: Li,J LS C; /F; II \Vi r~ THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORlf~ilOll 1wt~ GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. ------- • (.) :j: "' "' "' z (/) 0<0Q .-LO.-u O::'. "TOI'-. I I I U .. 0 t0J.Dt")Z (/) ~ Nr-r,N:i: r') 0) t') a:: ...--. I ,,....,en (!) > <O Oco ooo·· z !s NCONW ..._,,I~ -(/) -,,J£ :c ~'!E (.) 0 u. I-z -<( :c _J «! cld (/) O::'. 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ASPHALTIC CONCRETE PLASTIC PIPE ROOF ELEVA110N OF BUILDING BUILDING LINE ~ BLOWOFF VAL VE CA TV CABLE lELEVISJON I):;····· I cz:.~.3 CRW ¢: coc CON CONC. -x-x- DEC @ [!] ED EV ET EM [QI FIRC FFE FM ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL CONIFER TREE (SIZE NOTED) CONCRETE CHAIN LINK FENCE (CLF) DECIDUOUS 1REE (SIZE NOTED) DOLPHIN DRAIN INLET ELECTRICAL DUCT ELECTRICAL VAULT ELECTRICAL TRANSFORMER ELECTRIC METER FOUND IRON ROD ANO CAP FlNISHED FLOOR ELEVATION .ORCE MAIN -Q FIRE HYDRANT ~ FOUND SURVEY MONUMENT X FOUND PK NAIL nl GAS VALVE G GAS LINE GM [QI GAS METER • GUARD POST -3 IE GUY ANCHOR INVERT ELEVA110N t8.] JUNCTION BOX @ MONITORING WELL 0/H E/T ® PL OVERHEAD ELECTRIC/TELEPHONE PILING PROPERTY LINE ~ POWER POLE <>---0 POWER POLE W/ LIGHT (P) PAINTED UTILITY LOCATION (R) RECORD UTILITY LOCA 110N ss co SANITARY SEWER CLEANOUT ss SANITARY SEWER SSMH@ SANITARY SEVr'ER MANHOLE SD SWRM DRAIN SDMH@ STORM DRAIN MANHOLE 11' 0 TEST PIT ~ SIGN TD TELEPHONE DUCT • lELEPHONE SENTRY BOX 1V TELEPHONE VAULT GRAPHIC SCALE TMH TELEPHONE MANHOLE TE TOP ELEVATION => TRAFFIC FLOW ARROW ML w • • ~ 1 I l ___ ~I TOP TOP OF BANK ( IN FEET ) TOE TOE OF SLOPE 1 inch = 20 fl 8l WATER METER (2) WATER MANHOLE w WATER LINE WV WATER VAULT l><l WATER VALVE --0--0---WOOD FENCE (WF) r WETLAND FLAG @ -0-33 G'.l 0 SW 1/4 SECTION 29, T24N, RSE, W.M. DOCK DOCK . 3.09 j.f 1 , , ,,. X 1,48 2/l5 X!U2 9.q~·@ SEE SHEET 2 X 10. ·,3 X1$16 / , / ' I , / .I :t @0.19 <tr. \ I I X 15.22 x:f4.98 CD I- X15.61 w w I (/) w w (/) ~ WA'TER=19.04' • .' : "WF'-1 AO START WL f" \ /WF;'---2, AO"-: . ' . ... ~··b1L P .. ···6~ .• !/.w·,·.···,· j •• ,r.a.;. ' ,-?'Ja1~ , ' ' ' -r· \ i i fj" DEC(, . I . ~ . ' .. \\k/1/ «:! . : i /.' ' "' . . . . . 1 · .. ;/· .· . I I "' )K--I!! . • : . . .. · <' J ... · .. _· .. ,/ I .... ::.•.· . ·.. . ... , ,J ... ,,-L ·".· X ,_·.. ---. ·;-.. ~~-- ! . ~,!fl / "WF: ;,a\ J. I 4-2 :;,: ·. I 'I · :c ' ', ,; 0 , · I.' 'I ay·. . < <" .· '_'_;es; / : = : . . ' , ,-, /21.7:8 ( / / ' / C) : w.' • 0 z (J) 0::: .. 0 (I) >-w (!) > z 0::: ~ -(J) :c 0 0 !:: z <( :c ..J "' Jd (J) 0::: C w w LaJ z 0 0 a::: z w .. ..J :c > (I) 0 ::> m (f) z 0 _J f-- ('.) <l:: z I z (f) <( -CL 3: >-~ _J w a::: > er: w u :) I-LL (/) -~ _J u f--u <C z _J ~ I <l:: CL 0 0 o.__ <( 0 >-C) z er: z 0::: Y'. ('.) w ~ 0 o.__ ::) I-z 0 0 f-w u I-a::: . z 0 0 f--z 0... w Ct'. drown by checked by JBK DAB scale date 1 "=20' 06/09 job no. 2009050 le <( 0 0 z sheet 3 of 13 ~ SEE SHEET 4 sL---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•-----------... U \LDD\2009050\dwg\XS-SUR-R?.dwg. 1114/2009 7:02:59 AM " O:'. I O:'. ::, IJl I IJl X w f-- <( f-- lJ) O:'. w >- <( __J Lu C C' '. ~ n CD s=:· ~ 0 z lO CJ I', n co 20 0 ~ -Ill ! 1·\I nrn?nMWiO\riwn\Yc:, _ _qtJR-R7 dwo 111417n11g 7·03·19 AM 10 J LEGEND ~lf?fi~M ASPHALTIC CONCRElE ADS PLAS11C PIPE BLDG. HT. ROOF ELEVATION OF BUILDING BUILDING LINE ® BLOWOFF VALVE CATV CABLE TELEVISION t-t)/ t.-z i.tl: I ROCKERY JZ;(,'23] CANOPY I CONCRETE SURFACE CRW CONCRETE RETAINING WAll :¢ LIGHT POLE coc CENTER OF CHANNEL CON CONIFER "TREE {SIZE NOlED) CONC. CONCRETE -x-x-CHAIN LINK FENCE (CLF) DEC DECIDUOUS "TREE (SIZE NOlED) @ DOLIPHIN []] DRAIN INLET ED ELECTRICAL DUCT EV ELEC1RICAL VAULT ET ELEC1RICAL "TRANSFORMER EM IQ] ELECTRIC MElER FlRC FOUND IRON ROD AND CAP FFE FINISHED FLOOR ELEVATION FM FORCE MAIN -? FlRE HYDRANT ~ FOUND SURVEY MONUMENT ),( FOUND PK NAIL rn GAS VALVf. G GAS LINE GMIQ] GAS METER • GUARD POST -GUY ANCHOR IE INVERT ELEVATION ~ JUNCTION BOX ® MONITORING WEL..1.. 0/H E/T OVERHEAD ELECTRIC/TELEPHONE ® PILING PL PROPERTY LINE GRAPHIC SCALE 20 .. BO I I I ( IN FEET ) 1 inch = 20 ft. " POWER POLE o-----o POWER POLE W/ LIGHT (P) PAINTED UTILITY LOCATION (R) RECORD U11UTY LOCATION b,:; co SANITARY SEWER CLEANOUT ss SANITARY SEWER SSMH@ SANITARY SEWER MANHOLE SD STORM DRAIN SDMH@ STORM DRAIN MANHOLE ~ TEST PIT -~ SIGN w lELEPHONE DUCT • lELEPHONE SEN1RY BOX TY TELEPHONE VAULT IMH lELEPHONE MANHOLE IE TOP ELEVATION c=:> 1RAFFJC FLOW ARROW TOP TOP OF BANK fOE TOE OF SLOPE EB WAlER MElER (2) WATER MANHOLE w WATER LINE WV WATER VAULT IXl WATER VALVE -0--0----WOOD FENCE (WF) r WETLAND FLAG SEE f'I0.97 SHEET 3 / I SW 1 /4 SECTION 29, T24N, R5E, W.M. x'i6.lf"/ X 15.53 "Afl WI A X 11 "-1 X 2..0:J , ' SEE Vo; Kh -, '(y'·'.)- SHEET 5 X6 3t X 8.01 ' ·' X 15.46 Cb .0 0 0 .,. / , X1 0. 17 X11.00 0 ' X17.21 "AQ OHWM • #15" , .. _.· :·_. " '.t· D'EC > > Cl q; -> > Xl4.49 DOCK / I TWIN X 1 ,.42 / WA TER=19.06' "NO TRES_?PASSING'.' D\!JCK / 's / DOCK ;<23.04 8/W\ FENCE X244'. 6"DE'i, __ .·.i. // r.·' :X23.2') • fo" DEC "AO OJ:IWM #18" t,' / ' ' ! ' ( x 1i.17. ·, , : I ·l .-.1 i ! . J / ·. -1j)" ,DEC i / X24.65 \ \ X)J.gs I I f 24.71 I /·"· .. I I I I D~ .f ~5.86 I I I I I I I I I I I I I I X14.37 I / I I / I I X27 29 "'x-.28.14 ~ "' 1 ' i ' <D AQ 70HWM #23" /. I · 8" DE / .· · 10" DEC / / / / / / 24.67 X~7.00 X28.8l / / X:.lU.82 / ._/ ~4.92 / > X~6AJ / OJ f-w w I (/) w w (/) • (.) z (/) O:'. • 0 (/) >-w c., > z O:'. :::) -(/) :c (.) 0 !:: z <( :::c _J ~ cld (/) O:'. C w w LL.I z 0 C,? a:: z w • _J :c > (/) 0 ::) CD (I) z 0 _J I- (') <( z - I z (/) <( -Q_ 3; >-2 _J w 0:::: > 0::: w u :=J r-LL U) -~ _J u I-u <( z _J ::J I <( Q_ 0 0... (_) <( 0 >-(') z 0::: z et:: ~ ('.) w :=) 0 f-0... ::::) z 0 a 1--w u r- 0:::: . z 0 0 I-z 0... w O:'. drawn by checked by JBK DAB scale dote 1'' =20' 06/09 job no. 2009050 sheet 4 of 13 5 i,l 5 w Q'. 0 z " O:'. I O:'. ::) (/) I (/) X w f-- <{ f-- (/) O:'. w >- <{ _J lD 0 I'· f") lO u_J lD CJ Cl L xi1.9,) LEGEND ADS BLDG. HT. CATV I?:>~/···. )'I c::. c-v·.· .. zi·/ ,' ,,; . _ .. _. ',,/"·. / CRW coc CON CONC. I -x-x- DEC @ [lIJ ED EV ET EM IQ] FlRC FlFlE FlM "9 ~ )( rn G GMIQ] • -IE 181 @ 0/H E/T ® PL / ASPHALTIC CONCRETE PLASTIC PIPE ROOF ELEVATION OF BUILDING BUILDING LINE BLOWOFF VALVE CABLE TELEVISION ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL CONIFER TREE (SIZE NOTED) CONCRElE CHAIN LINK FENCE (CLF) DECIDUOUS lREE (SIZE NOlED) DOLPHIN DRAIN INLET ELECTRICAL DUCT ELECTRICAL VAULT ELECTRICAL lRANSFORMER ELECTRIC METER FOUND IRON ROD ANO CAP FINISHED FLOOR ELEVATION FORCE MAIN FlRE HYDRANT FOUND SURVEY MONUMENT FOUND PK NAIL GAS VALVE GAS LINE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING WELL OVERHEAD ELECTRIC/TELEPHONE PILING PROPERlY UNE Xl::l..10 ,x 13.03 "AQ 0HWM t-:--· START #1·"· MASONRY BLOCK WALL IS 0.3'S OF PL U:\LOD\200$l050\dwq\XS-SUf~-R7.dw(":1, 1114/2009 7:03:49 AM / (P) (R) ss co ss SSMH@ SD SDMH@ TD • TV TMH TE TOP TOE Bl w WV IX! -0-0- POWER POLE POWER POLE W/ LIGHT PAINTED UTILITY LOCATION RECORD UTILITY LOCATION SANITARY SEWER CLEANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN lELEPHONE DUCT TELEPHONE SENTRY BOX TELEPHONE VAULT TELEPHONE MANHOLE TOP ELEVATION TRAFFIC FLOW ARROW TOP OF BANK TOE OF SLOPE WATER METER WATER MANHOLE WATER LINE WATER VAULT WATER VALVE WOOD FENCE (WF) WETLAND FLAG "AQ,OHWM ,i" ---------- "SOIL PLOT WET" X29.ll6 FIRC "OTAK 30445" 0.2'N OF PL 0 0 X 10.49 , ~·AQ OH)VM ,/8" 2-12"DEC "END WLH" X 29.911 XJ0.04 ,X 10.97 10"1P W ® SSMH TE-30.46 "AQ OHWM 11" I I I I I ! /.4./U / / SW 1 / 4 SECTION 29, T24N, R5E, W.M. SEE SHEET 4 ''AQ WL A . FLAG 4" "AQ WL A FLAG 3" "WET SOIL PLOT AQ 4-23-09" / / / / / / ,.x14.79 / Xl5.83 "AQ WL A FLAG 5" / / 6" DEC _,./24.73 / · 6'.' DEC I - 5< 10.0'l .'FLAG 6A AQ WLA" X 15.4G .·· "AQ WLA "AQ OHWM. +· .... ·· ... ·. F.LAG5B" #12" . . I;€ DEC . _.,--.· . . . . · 4-6"DEC . __......-;.?' ~.:· 8" DEC y__......-l / . . . , :.,./ "WF 6C" 8",DEc(/ r6AQ" "WF 6G" · ·.8" DEC 8" DEG ';J:· ,".WF ,6D" . /~ . .(v .·· . TWIN '16"DEC X 20.6_} x:u.10 · 6" DEC / / / / / / / "AQ OHWM #15" f DEC ,Iv .· • . "AQ OHWM #)~" ' ;> G.'' '.Pie --;;:.;·\:.'.->t°25,M· . / / / DEC CLUSTER 2-6'.' l-6,~1,1-10" / / )<24.01 ' ; fa5.~_3 / / / / / / /25.1.5 / / / / / / / / fas.ca / /, / / / / / / / / / / / / / / ,;// .. /./·,_, / / / X 26.13 _,: ,:_.-· . ; .. ! ·,., ~ . I / ;'".-lO" ,DEC ·',. '_/ .- / / / / / / _;<l6 79 / ,18" DEC · 8" DEi;:. 8" DEC" / / ,;-<26.79 / I I I /27.,1 / I X21.2G "AQ WLE FLAG 13" X22.4j 7,,,23.72 V"AQ WLE \ FLAG 7" ~ :AQ WLE ~LAG 8" X 2/3.81 "AQ WLE FLAG 9" '_j"WLF-18 AQ" . ~ ... ~ -;;1 "WF-10 AQ 4-30-09" · 6' DEC -------------- ·wr~1s \1a·l 4-30-'-09" X'l,L.,) X 26.07 , ' X27.27 · 8" DEC' \ X25 32 X24.78 Ka WLE "' FLAG 14" . ·WETLAND I \ ·W "WLF-15 AQ" 24· __......- kAQ WLE / FLAG 11" "WLF-12 AQ" ·-x·24.UO . . ----------...,,..,...,;q., --------------____ _;·~ •• ---,,..;,,;._9l-~~.-::--------- ;,z. -------------~.67 GRAVEL / -----,,. __ ----------~- .... ,,, . --------~;~ DEC '" ;·•"·' '-~~·,c,~ • MASONRY BLOCK WALL IS 0.5'5 OF. PL X 24 . .50 ---_.><'25.08 co 1-w w I IJ) w w (/) B"IP . ''NO TRESSPASSING" . ·-··-.....A..-.. _ o~o~o~o~o~o~o~o--o~o~o~o~~o~ ~ ~~---- FIRC "OTAK 30445" 0.2'N OF PL ~~88'48'56"W GRAPHIC SCALE 20 I ( IN FEET ) 1 inch = 20 ft. ~---- MASONRY BLOCK WALL IS 0.7'5 OF PL -.-· ~. NW 1/4 SECTION 32, T24N,45E .-__ •-, 108 i=: L!-, ::J. r / ~o~o~o~o--o~o~o~o~o~o~o~o~o City of Renton Planning Division NOV 1 8 ZDU9 >-w > er: ::i (f) 0 I (l_ <( er: ('.) 0 (l_ 0 f-- drown by • 0 z (J) .. V) C, z -::c cc ~ ~ cc ::J (J) oo !:::: ~ ::c ...J cld (J) 0 Li.I 0 ct: (/) __J <( z -~ 0::: w 1- __J __J <( 0 z w ::::> a l-o::: 0 0... cc w w z <.:J z w JBK Q_ _J u LL u <( Q_ >- 0:": => 1-z w u z ~ <.:J z :r: (/) <{ :s: ~ f-z ::l 0 () C) z :,c -z ~ z w cc checked by DAB scale dote 1'' =20' 06/09 job no. 2009050 sheet 5 of 13 z 0 "' 5 ii 0 z X iS.22 X_l 4.96 X 1561 "START WLD/ WF-1 AQ 4-30.::.og·K "OHWM #31" TWIN 1;l"DEC. . · . .\Q" X:16.0.3 . TWIN "Ao.•oHWM #32" /' 6"DEC / "AQ OHWM #36" )- · 12" DEC "AO OHWM ~-1/34" / "AQ OHWM #33" . "ANC sp' D-18" WETLAND X 17.29 X 15.'G \6 "AO OHWM.c--- ~ WATER=19.05' - X 16.60 / - Mt IAL STRUCTURE . () "AO OHWM (38" . · / / 8" DEC WETLAND ··Ao OHWM #39" SW 1 / 4 SECTION , : ·-L-o LJt..l... 29, T24N, RSE, W.M. 1_-1-q. UC.\..... "ANC WL~. FLAG 22/ END WLD." I I WETLAND \ 8''. DEC . X24.55 x21.21 \ · \ · 8'''Dfi: · 6~ DEC · . · 8" DEC".-• fo" DEC . 6'' DEii ._"WI . e'' ])EC . Q~~~; QE~ · 5" DEC · 6"DEC 12" DEC 6" DEC 6" DEC 1~12"DEC X2'.j.17 2J X Zl.62 I /·18" DEC ··1.-6"DEC ·,,s.12 1,.. 1 Z"DE;C X23.34 6" .DEC 8" DEC · 10" DEC X 23.48 "BH 24" ~8"1P 2' HIGH @'l" 6" DEC TWi~ 6"DEC • X 24.11 10" DEC 10" DEC 8" DEC 6" DEC 8" DEC 6" DE/C . "WF-19.~ DJ;C 4-30-09 , , -· .· "AQ Wl.D FLAG .18" r 6" DEC / 1-14"DEC 1-12"DEC / · 6"·bEC X23.\2 ,' ' · 16" DEC 8" DE.C.' X 26.40 X 26.44 X 23.93 24 • 1 O" DEC ··X23.84 n 1-w w I (J) I TP \ r.10,a.eo "AQ WLD "WF 5 AQ '17 "WF-9 AQ "'liF-2 ·FLAG 3" 4-30-09" · X23.62 X 19.00 '4-6"DEC 4-4"DEC "' Ct'. w w (J) WLD. AQ TOL -"!~" , .. "QA WLD ~30-09" ~ 'o, t:30~09"".-.-::fe~.:..-~ .· . ···,. "AQ WLD A· DEG:•' JLAG 6" 8" DEC 10''. DEC o .. --"._..,..---'-,/'('Eli • ll" ;V" ·-~-... ·. 6" .D_Ec __ ·· FLAG 4" / ii'' QEC 8'; bEC ._Y. s';;· ·o. EC 2~1.0"DEC 9 d, "AO OHWM'f. . . · . 06 / • • ,.~.'1$,o"'-· . ..,_"" .. •~· · · · · ' . "· ~ ' ' ' 2-1 O"DEC . 12' DEC ~I· "' . 6" DEC "2".DETA · .• '-· 12"D"C· ;--m B_. o~c .. ,.·· -.1·0'' DEC .. ' 2-B"DEC I #30" __ · .. ·. z-B"DEC.· ..... ·. '. ·•·· 7·•203 8" DEC . .. . . °" '-" .. / 8''• DEC ·. . -·· 8" DEC . ,-·, -.. . . -.---·1_o'.' DEC "SP_ 1-c -:r.120" DEc· 5" DE·c .-,,p.02:\ x22-36 ·:~??·o,t.; -~:ia.-9-2. --.• A. o w":L .. D/_: xi202 . ~+ . · ·· ' 2-B'DEC. / 224eTP UP WLD AQ · . " \20 22 6" DEC 10" DEC', "WF=TQA 2 0 rn o "AQ OHWM #29" . -~o'i/[i26tDE~:·-E~:~ 16" DEC ~4-3~-og'Ef' -DEC UOl 'x -5') ,DEC X22,55 X24.55X24.-~i~~o=-6s" x~::G 8"'''' X;2~~; DEC 2-il"bEC .. "8 .D / :z'-lO"QEC .· . . 6" 'DEC.. n.rn xan, 2-10"DEC,, .,6 .. _. DE;"18~2~E;fc 2-5'DEC' 12" DEC 6'.DEC _a D.EC )zu'. ,, . s.·.··o.,E·c· . . 6" DEC ·-.10'" DEC / •'16 DE.C .. , .· .... . 6" DEC.. . .. S" DEC, 12" DEC ·,· · ·• .. . ·_· .1 a". pec_:,A'., ... 6 , ,, ·· 1,f" DEC . >'",""PH 8~.!P I /._ .. ·· .. /'' 16 DEC 12" DEC ("WF':-_·_ 1 ... 7 AQ 4-30-09" " 16" 'DE,C \ · .. \ 12"-DEC ,r· 10" DE'C i / '12' DEC ',) -·-\i, "AQ OHM' , / 1'2'.' D_E<> 4"DEO'· , ,,,, V #28" i I ;2000 ),,,, /) 0 /,~: ;(8 ---.. I :1"' /I WATER=19.Q4' 1 (loss('-~•/ I . '· I ! XHO, X24.01 , X 2.3.31 / 6" DEC XZ-118 10" DEC CONG. BARRIERS x24.42 t Li X 24.29 "WF-1 AQ START WL F" .··12" DE<;. fz 4 .73 f"" X20.25 / /2~.67 24.85 '6" DEC x2<-.5$ 8"1P 1.5' HIGH 3 ' HIGH 6" DEC I I IS I JC: · 6" DEC ·_.. 0 . 'V "~-OIL P. OT ... W!::, j "" 2-6"DEC · 23. 11:-'-+---B"I P 6" DEC ... j I 2.5' HIGH · X23.56 ~ . . I I ~ J ; "END WLF/ II \ / WF-B AQ ~ .·/. , I --f+s-6-09" " r ;(t,, 2-18"DEC . \ "~! / :~~~o~~~ __.-~ -// }'rn ,, I / 22 ~;&go ay· -;r-~'J . 1_".8s I_ . / I / I,," I I I I I I I i''.'.:)com r2rr1_3s 8" DEC X 25.61 _"WF""::"7 AQ 4.,... 23-;09'"'" ~ 25'36 . I ~' \ 6" DEC \. \ • \ · "AQ WLB \\ \~X-FLAG. 8" ~ 1 . \ . \-2o 33 f 2 4 s1 , I "AQ WLB. r.:_ , FLAG 9':. /. I X26.6B x25.37 X24.19 'o ."i X25.25 X24.50 X 24.08 X 24.30 X24.22 X 24.'JO X ?.5.17 X 25.72 X 25 4.!. X 25 94 X 25.6-1 X25.74 ' 16" DEC · 10" DEC X25.43 X 24.67 X24.08 xzs 33 X25.?.3 . 2,6 8" -DEC X26.52 X26.7J ' X 26.97 ! X 25.28 X2534, "PH 18A" 8"1P 1.5''. HIGH CLUST~~ .. Y'WF-16 Ad"/ X 21.-:1-6 j I ' i . I "A_.Q_ ..... w __ .. LD)., FLAG·-H" 5-4':DEC ·' . •, . / '1 O" DEJ . 7__:4"DEd. : " 1 " .11." Df':~LUSTER/ / · WF-1.2 AQf . "WF-15 AQ "WF'-13 AO_: k_· , ·, · ~-,,.,, ..,-,-1·· 4c.:3a~og~--- ·" ' \ : 8" DEC .'17 ! . .·· "SP wt.Ii \. ,' :_ 6 .. _·. ~,5" DEC __ , · 2...-6"DEC c,;' 1-A WET'~,,; UI /' ... \ \ .:· -,.,.. 2-.B;'oEd x 24)53 - . --~. X24.20 \ X 24.62 . </5 ,, X25.42 / X23.il4 X24.07 X24.72 ·;,; 26.00 i \,,::}4"-~s • .. X'.eD.-53 X21..35 X24.51 X 25.46 . ~;,, DEC "WF-14 AQ 4-30-09" X23.,38 X242{1 X 24.67 • X25.79 X 25.35 X 2.5.35 X-27.06 · 26 • X24.J8 X24.05 X24.45 X26.41 X 29.65 X 26_.39 ', X28.72. xiS.51 • X 28.2cl ' 8" : DEC . 28 .?1-2a.oe . DE;.C: X23.18 X2~.53 X 27 JJ X24.30 X26 6/.'.i X 24.33 X21,.51 \2-',.S5 X 29;81 X26;04 ,,/2.B. 14' X ;'.6.40 / ... I / X24.64 X 24.Qt.. / i i X 2.5.21 ... / X23.73 X24.74 B"IP 2.5' HIGH X 2-\..51 25.21 X 24.85 X24.37 X 24.66 X26.31 X 25.59 X26.22 "'" di~;;~~irns "WELL !.D II®. BH-23 26.22 2-8"DEC . 2~.23 X2Q.54 X26.37 ,X3U.N X29.70 -X29:23" · X,28.95 "X?8.1B X28.50 I Q:'. :::, Vl I Vl X I 'b k.;1.50 f 19.84 I "' ·, "' .-X25,55 X26.09 3-B"DEC 4-6''DEC 2-6"DEC _ 6 ., pEc ~si\01 A 30.26 ' / ' I I X 26.29. X?.~ RO 3-24"DEC POND X.51.90 \ ~ I I ~ I /w Vl /O..o· o 0::: J...... 11--- X23.84 · 8" DEC ' i X24.601 ' X 2.t>.34 X26.25 X2ci.'10 Y.26.39 X 26.60 X27 43 / X 24.27 X ~4.39 X 24.86 ' X 24.5'.\ X26.14 xw/o \ ' ) I I / X25.22 X 24 90 2~ • -- 4-5.98 ' ' ' ' /29Jj I ~9.27 '\26.6! \ \ \ \ X26 13 X26.20 / X25.9{) \ \ X26.Cl6 X 28.54 X 27,87 X 23.70 _,'X27.96 X 2!).79 X26.67 X26.36 GRAPHIC SCALE r 10 I 20 ! W M l ___ ~I ( IN FEET ) 1 inch = 20 ft. X26.70 \26 66 \ \ \ \ \ X ~8.51 / I X28-f ' / \ \ ·-\,25.96 \ \ \ X 26.jU \ \ GRAVEL ' ~6.53 \ \ \ \ XL7.85 ' \ \ \ X29.57 \ \: / \ \21.oa \ \ X 27.11 \ \ \ .x.27.02 \ ~7.10 \ \ ~7.-38 \ \ X27.35 X 29.46 \ X 27 13 \ \ \ 27.93 \ X28.57 X 29.37 i ', X 30.34 •. X 29.$1 ) · 8" DEC X29.48 ' X27_42 ' \ . \ / "\.. / '~,.;~ . .._2~J.6' \ X 27.'!J X 2"3.40 \ \ LEGEND ADS BLDG. HT. CATV CRW ¢ coc CON CONC. -x-x- DEC @ [!] ED EV ET FIRC FFE FM -<> ~ X m G GM[QI • -,, IE 0/H E/T ® PL 0--0 (P) (R) ss co ss SSMH@ SD SDMH@ 0 m • TV TMH TE m 1-w w I (J) w w TOP TOE EE fl) w WV f' ASPHALTlC CONCRETE PLASTIC PIPE ROOF ELEVATION OF BUILD/NG BUILDING LINE BLOWOFF VALVE CABLE TELEVISION ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL CONIFER lREE (SIZE NOTED) CONCRETE CHAIN LINK FENCE (CLF) DECIDUOUS lREE (SIZE NOTED) DOI.PHIN DRAIN INLET ELEClRICAL DUCT ELECTRICAL VAULT ELECTRICAL lRANSF"ORMER ELECTRIC METER FOUND IRON ROD AND CAP FlNISHED FLOOR ELEVATION FORCE MAIN FIRE HYDRANT FOUND SURVEY MONUMENT FOUND PK NAIL GAS VALVE GAS LINE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING WELL OVERHEAD ELECTRIC/lELEPHONE PILING PROPERTY LINE POWER POL£ POWER POLE W/ LIGHT PAINTED UTILITY LOCATION RECORD UTILITY LOCATION SANITARY SE\1/ER Cl.EANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN TELEPHONE DUCT TELEPHONE SENTRY BOX lELEPHONE VAULT TELEPHONE MANHOLE TOP ELEVATION TRAFFIC FLOW ARROW TOP OF BANK TOE OF SLOPE WATER METER WATER MANHOLE WATER LINE WATER VAULT WATER VALVE WOOD FENCE (IW) WETLAND FLAG (J) City of Rent! Planning Divisic NOV l 8 1009 >-w > 0:::: ::::::) (/) u I o._ <( 0:::: C) 0 o._ 0 f- drown by • 0 ~ (J) A Ul C) z D:'. ~ w > D:'. ::::, (J) :c oo ~z -<{ :c _J Jd (J) C L&J 0 fl: (/) _J <( z -~ 0::: w I- _J _J <( 0 z w :) a l-o::: 0 Q_ D:'. w w z JBK Q_ _J u LL u <C Q_ >- et:: =:) 1-z w u z 2 (.) z I (/) <( 3: ~ z ::) 0 0 (.) z :,.::: . z 0 1-z w 0:: checked by DAB :icale dote 1'' =20' 06/09 job no. 2009050 ~ <( 0 0 z ~ SEE SHEET 7 [Pi/~CG;~~W~[Q) sheet 6 of 13 _J ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .;;;;;;;;;... ..................... .;;;;;;;;.......;; .... ..;;;.....;..;;,......1 1 !·\\ n[)\?0090:10\rlwq\XS-SIJ~-FP rlwq 1114/?0m 7'04:20 AM c-- Q:'. 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X29.97 J 16" DEC X25.55 X26.0'J " 10" :DEC X 26.25 x27.06 . <9 ··;,s ;>;, <6. • 14" ptt / X 26.8i X 27.26 X26.29 X28.78 X27.74 X 29.US PORT QUENDALL TERMINAL X27.51 / ./ . ;27. / / / / / / x:a.23 I I ~ METAl ~ FORMSL:::] X27.70 X26.11 4350 LAKE WASHINGTON BOUlEVARD TAX# 292405-9002-03 X77.22 X21J.08 X28.59 X 2"l 49 X29 10 X29.16 '. X 28.77 X26.02 ·-x26.00 . -1. 0 x27·_90 3-8"DEC 4-6"DEC / X 30.3,9 X 30.27 X 29 22 "SP UPL,C,ND'' 29 6" ciEO X25.60 ~27 98 6" ·_DEC 8" \lEC . 2-6"[lEC X28.1 7 X28.58 X29.29 X2'=l.D X 29.92 ><29 15 X 27.B.8 X27.45 X2i3.91 29 X 29.37 X 29.T/ x 2a.n X29.32 X2i321 X26.46 X29.613 x27.87 X.'28.98 xZB.68 X 29.70 x27.51 X27 97 x27.01 [ 3-24"DE~ METAL FORMS X 28.7S X26.22 X27 43 X30,14 X 29.76 X3Q.31 · 6" DEC". , 6'.' pEc ,c:s1.rn X31.U "WF-78" -'=' > e WETlAND X 29. r/ X29.48 X2~.78 X 23.50 X 29.29 ·30 X 30.25 3\ X31.90 X.j].Tl X31.00 .•. ;/3';,:_04 •ANC WLG FLAG i,9• ____L.----. .ANC WL.G • FLAG 58". -~-•ANC WLG. /'.26.53 X 3i90{ X'.;?,:)3 X31.'/l4 " X25.13 ! ,ix 2:5.61 X 26.32 . FLAG. . ~ p . ~B/ANQ :: ;~F-1 AQ X25'9 "--.Ytl_-G E.ND • . . .5~5-09/START XJ0.11 X 3J.80 · "WF-5A AQ"· .---:.:.·- . --l_ · 6" DEC "WF-A4 AQ" X 28.24 xJUl4 Xv.74 X 2,~ 2'J "•\ -~- X 32.$9 XJQ.44. X29.l.l7 ~ WETLAND G" X 26.01 .. 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I CRW coc CON CONC. -x-x- DEC 0 f-w w I (J) w w (J) @ []]] ED EV ET EM IQ] FlRC FFE FM m G GM !lli • -IE 0/H E/r ® PL o---0 (P) (R) ss co ss SSMH@ SD SDMH@ 0 TD • TV TMH TE TOP TOE EB (2) w WV ASPHALTIC CONCRETE PLASTIC PIPE ROOF ELEVATION OF BUILDING BUILDING LINE BLOWOFF VALVE CABLE TELEV!SION ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WAU LIGHT POLE CENTER OF CHANNEL CONIFER TREE (SIZE NOTED) CONCRETE CHAIN LINK FENCE (CLF) DEClDUOUS TREE (SIZE NOTED) DOIPHlN DRAIN INLET ELECTRICAL DUCT ELEClRICAL VAULT ELECTRICAL TRANSFORMER ELECTRIC METER FOUND IRON ROD AND CAP FINISHED FLOOR ELEVATION FORCE MAIN FIRE HYDRANT FOUND SURVEY MONUMENT FOUND PK NAIL GAS VALVE GAS LINE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING WELL OVERHEAD ELECTRIC/TELEPHONE PILING PROPERTY LINE POWER POLE POWER POLE W/ LIGHT PAINTED UTILITY LOCATION RECORD UllUT'I' LOCATION SANITARY SEWER CLEANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN lELEPHONE DUCT lELEPHONE SENlRY BOX TELEPHONE VAULT TEL£PHONE MANHOLE TOP ELEVATION "TRAFFIC FLOW ARROW TOP Of BANK TOE OF SLOPE WATER METER WATER MANHOLE WA1ER LINE WAlER VAULT WAlER VAL\/E WDOD FENCE (WF) WETLAND FLAG City of Ren to 1 Plc:1.nninq Divisior >-w > er: :J (I) 0 I o_ <C er: C.') 0 o_ 0 I- • 0 z en R V) C) z - er: 0 >-~ er: ::) en :c oo I-z -<I'. :c _J otS en Q L&J 0 0:: A :c V) :::::, al (I) _J <( z ~ 0:::: w I- _J _J <( 0 z w :::> a l-o::: 0 0... er: w w z (.') z w o_ _J u LL u <( o_ >-er:: =:J f-z w u z 2 (.') z I (/) ~ ~ z ::) 0 0 C, z Y'. -z 2 z w er: drown by checked by JBK DAB date GRAPHIC SCALE 06/09 4-0 job no. 2009050 ( IN FEET ) 1 inch = 20 ft. 7 of 13 z 0 in > w "' 0 z ~ SEE SHEET 8 sheet _J .. __________________________________________________________________________________________________________________________________________________ .. ________ L SEE SHEET 7 SW 1/4 SECTION 29, T24N, RSE, W.M. X 28.39 f 27 7(i I I I LEGEND X 27.55 X 29.70 ><27.$1 I I X27.84 X29.72 I X 2sl.03 X29.97 X27.97 I I :n X 27.01 )2o.a1 I I ,:/28.03 ADS BLDG. HT. "-. "-. ~-ZU.:.. "WF-5" ·":'"-'-:------~:!L.,. -- X29._Q6 ---~.;£7-.-0..:l ' . ------~-ij..:l._~---,~ GRAVEL / / __..x 1Es2 --*i!-6.~~----------,,..a7,-.1-4.. '-------------~-----~--~ · 6'' DEC X3_Q.47 6" DEC , 6" DEC X25.14 X 28.32 6" DEC · 6" DEC · 6" DEC 3-iJ!'DEC X29,61 X28.S1 X2\J21 --~937 "-. "-. ' "BH 25-A"~ --xzg 15 8"1P 4' HIGH ' 2a.ea \n 01 \ X29S, , ~2879 \ "BH 25-B'~ S"IP 4' HIGH t219s X 27.48 X 25.14 I I / / l I !~7.92 /, X27.55 I I I I I I / X 29.$1 ! X 30.09 X :_<0.32 <,ll / X 29.94 '"X30.00 . X29.79 X 29.01 X 29.70 A29 76 CATV CRW coc CON CONC. I I /27.67 I X 23.59 -x-x- DEC "WF-10 AQ 4-30-09" 30 LO 1-w w I (I) w w (I) X25.75 X 25.4~• X27.09 X 26 32 X 25.54 -- X 27.41 / / ---~6.44 / / / / / / / / / / / / / X29.S/ / p.51 / :< 26.51 X26 66 X26.18 / I I I I I I I I I I I I /:r1.:,-1 /2760 I I I I ~7.58 / / X 26.66 X 26.64 X26 85 x26.62 ---------------------- 8"1P 3' HIGH --.,...- , 3-18"DEC ~-,,.,:r'v], -SHACK 8"1P 1.5' HIGH7 "'::@ @2609 26:; FIRC "OTAK 30445" 0.3'N OF PL GRAVEL .DEC FIRC ''OTAK 30445" 0.2'N' OF PL -o-o-o-o-o-o-o-o-o-o MASONRY BLOCK WALL IS 0.4'S OF PL X 23.64 29 X26.77 -------*zS.h_l------ FIR_C "OJAK ·30445" 0.3'N OF PL --------~-"Z7' FIRC "OTAK 30445" X 26.09 · /x29.4S X29.00 X29.73 X 26 32 X29.29 FIRC "OTAK 30445" "NO TRESSPASSING" 0.2'N OF PL SW 1/4 SECTION \ 02'N OF PL PIRC "OTAK 30445" FIRC "QTAK 30445" ,0.2'N OF PL l -"- -.. - · 30· · X2'.l.4J T24N,45E 29, 0.2'N OF PL l NW 1/4 $El;JION 32, T24~;4;5E X'.19.57 I\J 88'48'56 "W X30.18 X.,G.61 x27.15 I I I I I I I / 28J 0 9 X26 -5D X 21:\ 79 X 27.lC X29.67 X :0:G.~7 GRAVEL. XZ7.02 I I I I I I GRAVEL I I I I f n.02 (x 30.02 I I I I I I I j 21.26 X 27.87 -~28.02 I I I /21_51 I I I X27.63 I j,( 29.03 X2b 71 X 31.16 X2/l.08 X27 80 , X29.I~ X 30.07 X 30.DS, X 29.55 X29.% X 30 14 X2Y.36 X 30.42 X.30 07 X 30.21 X30.i;'5 / / X 30.92 . >'.JO 57 /'·~-.,. X2-9.92 .::J 30.02 X 29.32 X29.20 X 2\'.l.29 -----~.co 28 · X 31.6:.l X 31;~.~--· .-?/c ·· . X31.29 . /" X}'.74-: x 32..as. X33.f:~-' -,{_ X)0.06 ;.·10:ss ..• LOG DEBRIS PILE. ··x29.\cl8 x~.1\ 1 X 29.9.0 X:?9.47 -;-' , .. -_, "NO FIRC "OTAK 30445" ' 0.2'N OF PL TRESSP.(-S,, s. INV" -'-"-- ', FIRC "o~AK,,30445" MASONRY BLOCK/~ALL 0.3'N OF PL~--·rs 0:6'S l')l''·PL·./ --· -,,. CON X:.JJ.50 X29.68 '\ - X29.34 ...-...- X 2\/.'JJ X 29 43 ...-...- __..x'[a.ss ...-...- ...-...- ...- .,;<28 31:i - X29.2 X 29.J3 X29.40 1'2901 X2').85 . X29.40 I / / ~-22 i-, / ,.,,,-,,· // ...-' _.x16.68_,-·' / / / GRAVEL - 6, ~ \ \ ,d- ,11,,--,ii,-,,.:,..,' ' w , l~.35 /(ij~~: . Q i{~ (jQ~0' t !: ,J "0 0 ~' w • ~ "') . 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X 27.11 ~7.1C \ \ \ \ , \n.os \ \ X 27.86 X-29.01 X 29.57 \ \ \ \ \ \ \27.38 \ \ X 27.35 . <9 X 29.46 X27 18 \ \ \ \ \ \ X 27.93 X27A2 \ \ 00 \2~.96 C \ \ \ X 27 73 \;o:37 _ \ \ \ \ \ \ \ \ X 29. 14 X27.77 " \ \ \21.os \ \ \ \27.58 \ \ \ X 23 (,S X?.7.41 \ \ \27.J2 \ \ \ \ \ \ ~7.5'1- X 29.J'l X J0.34 X29.61 • 8" 'DEC X29.45 X L8.8J tJ·\LOD\2009050\dwg\XS-SUR-R?.dwo. 111412009 7 05:37 AM ' ' ' X29.l.-0 ' ' ' ~29.06 ~r,4,§. - ' ' : ~7.90 \ \ I I i27.76 I I I X 28.46 I I I I / I I I I f21.n I X 27.91 X27.t2 \27.63 I \ X29.18 XZE!.77 X28.08 \ X 27.79 \ -----2ZJ4 / " 's "-. /27_47 \ / ....._x..;u_s.i_-\ X 27-4-2 X27.4D GRAVEL X 27 85 X27.4-5 I I I I I I I I I I /2753 I f n,s I I I I I I I I /27 50 ;27.35 X 28.91 X 27.79 X27.91 X,'.i:\.!J4 X 29.57 X29 42 X:28.01 X:28.93 X 29. Ii X 291.3 X 29 47 X29.91 X29.90 X 29.9--1 X 30.20 X 2"1.70 X29.71 ------ SW 1/4 SECTION 29, T24N, RSE, W.M. X 29.84 X 19.42 © 0/H POWERLINE EASMENT "ALONG EASTERLY MARGIN OF PROPERTY", REC. NO. 5562896 xzg_ 12 X29.37 X29.93 X29.41 LEGEND ADS BLDG. HT. CRW C ' \ ASPHAL~C CONCRElE PLASTIC PIPE ROOF ELEVATION OF BUILDING BUILDING LINE BLOWOFl' VALVf. CABLE TELEVISION ROCKERY CANOPY CONCRETE SURFACE CONCRE"TE RETAINING WALL GMIQJ • IE 0/H E/T ® PL o------0 (P) (R) ss co ss SSMH@ SD SDMH@ GAS MElER GUARD POST GUY ANCHOR !NVF.RT ELEVA~ON JUNCTION BOX MONITORING WELL OVf.RHEAD ELECTRIC/TELEPHONE PILING PROPERTY LINE POWER POLE POWER POLE W/ LIGHT PAIN1ED UTILITY LOCA110N RECORD UllLITY LOCA 110N SANITARY SEWER CLEANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN GRAPHIC SCALE 10 m • ~ I 1--,---~' ( IN FEET ) 1 inch = 20 ft . ') .l ... •i ,. ; >',- N f---w w ::r:: VJ w w VJ ;x Ji.U f---w w ::r:: VJ >-w > ct: =:J (I) u I o_ <{ ct: C) 0 o_ 0 I- '~'---- • (.) ~ (f) .. 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X 28.07 X 28.72 X29.76 lJ·\L om20n905Cllrlwo\XS-SUF~-R7 rJwo 11/4/2009 7:05·!')4 AM ') 27.34 I I I r27.69 I I )27.62 / Y 28.21 X2.8 23 X2i1.67 X 27.!6 GRAVEL X 27.37 X27.78 X29.1Q X28.92 X29.31 I I I I I ~7.51~ I I l :-'.2'3 5J \ 27.44, \ \ I X29.46 X29.00 X29.58 X2.$.7S 29 X 29.20 I I I I {27.53 I I I I I I I I I I I I I X 30.15 C) '!'5 X29.9/ X27.9':, X 28 j:J X 23.16 .,, 28.54 X29.% X 29.8j X 29.28 X2o.J5 X 29.66 Y--30.22 X3D.16 X 30.36 X 30 57 X29 71 X 29.37 X29.47 X 31.07 X 29.81 X 30.60 I I I I I i I SEE SHEET 9 X 30. 15 X 3~ 12 0 "' X 29.31 X JQ.14 X 30.71 I '.< 30.25 X29.58 I I I X 30.69 X 30.S8 /lo,, I I /30.7.4 / r" / I I I I .....__ .....__ --YJ0.!7 X 30.07 / / / X3'.1.5"/ SW 1/4 SECTION 29, T24N, RSE, W.M. I I I X 30.12 X 30.12 I I I GRAVEL __).,01.1.B'J , (·.5·1:JI.I, /J-6.84 X'J2.79 ;( .H14 I / :· X 32.08 I XJ4.4J ' X30.93 X 32.62 ,·J X 30.08 XJO.OJ X 30 JD X 30 . ..IJ XJ[f2D. .·", ·,TWIN STUMf>3Q.i, , '25",18" •. -·,,D\ / .f-: ;§x297J X 35.S& /:,4.s)' ./ I I /. .·/. •• ~34.87 1 .. _.. _/ °@' . i5•JU6 I I I· l 1 1 {j I I . /0 1~4,.'52' p I II "/"" I. I I , / .' I .. / V · ii I' ' ,, ii ' J5.p~ / //. / ,/ / ;;2.H / / l ii .. '! ff 40JH v· .l J . 20"DEC 14-"DEC ; .--/32:'10 .. ,vi ' 16" DEC TWIN 6"DEC I . . .. \,7. 6' "I I _ . .-!, 4' 0-' ~ I r.-j /31.G2 I 1· ·. Y "'01 0 · .· / · x;i,, · I · ":i -\;? · I ) ' x""' I /. I.,,,;;,) 14-" DEC (,," I q'J" . ; / ·f"·~ I ·~ I I·/.· I·,.// .· . / }:l,?' I. ~/ 1< /1'" I ,.!29~3/ ,· .1 ~ X JJ.37 "[ I XJ1,00 "SPJ;:ED LIMIT 25MPH" "t;,6 PARKING ANYTIME" I I r I I L 33/ / //X 30.62 X30.20 LEGEND /, I TWIN '5"DEC x:,0_54 X )0.20 20 0 ~-- ADS BLDG. HT. CRW :¢: coc ASPHAL~C CONCRETE PLASTIC PIPE ROOF ELEVATION OF BUILDING BUILDING LINE BLOWOFF VALVE CABLE TELEVISION ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. CON CONC. -x-x- DEC @ [I] ED EV ET FIRC FFE FM ID G GM l!j) • -3 IE 0/H E/T 0 PL o------0 (P) (R) ss co ss SSMH@ SD SDMH@ " 1D • TV TMH TE TOP TOE w WV txl -0---0-- r / CONIFER TREE (SIZE NOTED) CONCRETE CHAIN LINK FENCE (CLF) DECIDUOUS lREE (SIZE NOTED) DOLPHIN DRAIN INLET ELECTRICAL DUCT ELECTRICAL VAULT ELEClRICAL lRANSFORMER ELECTRIC MElER FOUND IRON ROD AND CAP FINISHED FLOOR ELEVATION FORCE MAIN FIRE HYDRANT FOUND SURVEY MONUMENT FOUND PK NAIL GAS VALVE GAS UNE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING W'ELL OVERHEAD ELECTRIC/TELEPHONE PILING PROPERTY LINE POWER POLE POWER POLE WI LIGHT PAINTED UTILITY LOCATION RECORD UTILITY LOCATION SANITARY SEWER CLEANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN TELEPHONE DUCT TELEPHONE SENlRY BOX TELEPHONE VAULT TELEPHONE MANHOLE TOP ELEVATION TRAFFIC FLOW ARROW TOP OF BANK TOE OF SLOPE WATER METER WATER MANHOLE WATER LINE WATER VAULT WATER VALVE WOOD FENCE (WF) WET!.AND FLAG Nov 1 8 WUy >-w > 0::: =:i (/) u I o_ <( Cl:'.: (.'.) 0 o_ 0 f- drawn by • 0 ~ IJ") • (/) (.') z -:c 0::: 0 >-~ 0::: :::, I}") g~ :c ...J cld I}") C Li.I 0 ct: • :c (/) ::) CD (/) _I <( z -~ a:::: w I- -' _J <( 0 z w :) a I-n::: 0 a_ 0::: w w z JBK Q_ _J u LL u <( Q_ >- 0:::: :=J f-z w u z 0 I- C) z I U1 ~ ~ 1-z :J 0 0 C) z ~ . z 0 1-z w 0::: checked by DAB scale dote 1 "=20' 06/09 job no. 2009050 10 of 13 0 z " Q:'. I Q:'. ::i X29.-10 , 29 1,0 GRAVEL X 29 26 X 2.8.75 X29.66 X2912 2" DEC SITE BENCHMARK "Z": CHISELED SQUARE SET AT SE CORNER OF CONCRETE WALK AT EAST END OF WALK, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK. ELEVATION -37.35' GRAVEL XJ6.7'} X 37 21 ., 7.SQ XJ7.41} 2" _D,EC . ,. i:>I· ,,,, . 1; / X 35:':fa / .•. I I I I 30·· X-51.tJ1 :::, "' .\-• 30.[l:3 · J6.88 .J!-3J.Q2 · .. _·,//;' ' ·ri I I / I I /~ I /35.63 I I / X 33 . .SO I / ;' SEE SHEET 10 3'> 71 XJ6.m:l I @s.62 I 1·35_~9- / X.E7.3 /' I , I ~! I GRAVEL I I I / XJ2.18 I I I X 32 70 37 X 3J.17 I SW 1/4 SECTION 29, T24N, RSE, W.M. I I I X .n.13 X 33.73 JI I ui \ '?- \ . I \ I "'° r''"' ~,, ' / I /"SEA~AWKS" / /~Q~(1$1GN_, 1 · J "'": ' I STREET / 'i' · · .1 s_ l.(,N \ : . ;.5'57 I. I •/ )/·. I , : / tJ7.o6 x~o,cs :{ SW 1/4 SECTION 29, T24N,45E NW 1/4 SECTION 32, T24N,45E / \ / / X 43 s::,' /" ,~ -40.'-J"'I-,._~' :---- '/ X 37.73. X 46.47 X45.03 X 45 6C> / .. 44 \, · 6" DEC /33.133 20"DEC 14"DEC X,46 68 45. X43.9/1 10" CONIF X47.39 X43.43 (SE 80TH ST) VAC N 44TH REC. I 7602260427 ,R•~z ~.-5~ X .70 / ST / / / / / / LEGEND ADS BLDG. HT. CATV CRW :¢: coc CON CONC. -x-x- DEC @ [I] ED EV ET EM [QI FIRC FFE FM ASPHALTIC CONCRETE PLASllC PIPE ROOF ELEVATION OF BUILDING BUILDING LINE BLOWOFF VAL \IE CABLE TELEVISION ROCKERY CANOPY CONCRElE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL CONIFER TREE (SIZE NOTED) CONCRETE CHAIN LINK FENCE (CLF) DECIDUOUS TREE (SIZE NOTED) DOLPHIN DRAIN INLET ELECTRICAL DUCT ELEClRICAL VAULT ELECTRICAL TRANSFORMER ELEClRIC METER FOUND IRON ROD AND CAP FINISHED FLOOR ELEVATION FORCE MAIN FIRE H'tDRANT FOUND SURVEY MONUMENT GRAPHIC 1SCALE X tD G GM [QJ • -IE l)ll e 0/H E/T @ PL 0----0 (P) (R) ss co ss SSMH@ SD SDMH@ TD • TV TMH TE => TOP TOE Ell ® w WV l><I --0-0- r FOUND PK NAIL GAS VALVE GAS LINE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING WELL OVERHEAD ELECTRIC/1ELEPHONE PILING PROPERTY LINE POWER POLE POWER POLE W/ LIGHT PAINTED UTILITY LOCATION RECORD UTILITY LOCATION SANITARY SE'NER CLEANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN lELEPHONE DUCT TELEPHONE SENTRY BOX TELEPHONE VAULT TELEPHONE MANHOLE TOP ELEVATION lRAFFlC FLOW ARROW TOP OF BANK TOE OF SLOPE WATER METER WATER MANHOLE WATER LINE WATER VAULT WATER VALVE WOOD FENCE ('M') WETLAND FLAG City of J:? Ptanninq o ernon , ,v,sion I ~xfui' / , / ~ / I Nuv J s ,ow >-w > 0:::: :J (J) u I Q_ <( O::'. C) 0 Q_ 0 1-- drawn by .. u, (!) z -:I: oo !:: ~ :I: __J cld (/] C L,J 0 a::: (J) _J <( z -~ 0::: w 1- _J _J <( 0 z w :::) a I-n:: 0 Q_ 0::: w w z 0 z w JBK Q_ __J u LL u <( Q_ >-er:: =i 1--z w u z 8 C) z I (/] <( 3: >-" 1-z ::J 0 (.) C) z ~ . z 8 z w 0::: checked by DAB scale dote 1 "=20' 06/09 job no. 2009050 0 z i I I 1 ~c~ ~~ l tt. IFfJifl(C}fflOl/f~D)) ~ L ________________ ..:,l _______ ..;,,/~I-' 1 _________________________________________________________________________________________________________________ ,h_ •• _t __ 1_1 __ 0, __ 1 _3 _ _. 11·\l [)ni200CJrJ~O\dwo\XS-SUR-R7 dwq. 11 (4/2008 7:06:16 AM 0) 1---w w ::r " U) Q:'. I Q:'. w ::i (J) w I (J) U) X w f--- <{ f--- (J) Q:'. w >-<{ _J LEGEND ADS BLOG. HT. CATV CRW coc CON CONC. -x-x- DEC @ [I] ED EV ET EM IQJ FlRC FFE G GM{Q] • -IE 1!sl © OIH E/T © PL " (P) (R) ss co ss SSMH@ SD SDMH@ 0 ~ TD • TV TMH TE =:> TOP TOE EE ® w WV IXl -0--0- r ASPHAL~C CONCRETE PLASTIC PIPE ROOF ELEVATION OF BUILDING BUILDING LINE BLOWOFF VALVE CABLE TELEVISION ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL CONIFlER TREE (SIZE NOTED) CONCRETE CHAIN UNK FENCE (CLF) DECIDUOUS TREE (SIZE NOTED) DOLPHIN DRAIN INLET ELECTRICAL DUCT ELECTRICAL VAULT ELECTRICAL 'TRANSFORMER ELECIBIC METER FOUND IRON ROD AND CAP FINISHED FLOOR ELEVATION FORCE MAIN FIRE HYDRANT FOUND SURVEY MONUMENT FOUND PK NAIL GAS VALVE GAS LINE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING WELL OVERHEAD ELECTRIC/TELEPHONE PILING PROPERTY LINE POWER POLE POWER POLE W/ LIGHT PAINTED UTILITY LOCATION RECORD UTILITY LOCATION SANITARY SEWER CL.£ANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN TELEPHONE DUCT TELEPHONE SENTRY BOX TELEPHONE VAULT TELEPHONE MANHOLE TOP ELEVA llON TRAFFlC FLOW ARROW TOP OF BANK TOE OF SLOPE WATER METER WATER MANHOLE WATER LINE WATER VAULT WATER VALVE WOOD FlENCE (WF) WETlAND FLAG <j I I I I ,' -'I '; I J·\I nr-,\?nnqn,c;o1riw<ilXS-SUR-R7 rlwn 11141;:inoq 7·nF>"'.~R I\M ! ... I I I I GRAPHIC SCALE 20 0 10 L..~---------r,----: ( IN FEET ) 1 inch = 20 ft. I I I BO I I I I I I I I I I I I I I I I I I I I I I I ;, 8 I I I SW 1 /4 SEc·1ION I I I I I 29, T24N, RSE, I I I I I I I I I I I I I I I I I I I I I I I I I I /, I I I I I I I I I I I I I I I I I I I / jJ 54 I I I I I I I I I I I I I I I I I I I I I I I I I ;,. " I I I I I I I I I I I I I I I I I I I I 7 I I I I. I /i / I I I I W.M. I I I I , /34.85 I /1 I E-/ I ( I I I I I I !/ ;/ I '60" / · I I I I - .{I I II / 2936 ,_ /I I I j "I: 11 I I I I j I II I- I I I I I I I I I I I I I I I I /3 .82 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I /33.71 I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I /_ I I I I I I I I I I I I I I ,! 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' ·' PSE GAS PIPELINE MARKER V I I I I I I I I I I I I I I I I I I >-w > er: :::) en u I Q_ <( er: (.'.) 0 Q_ 0 ~ drown by Q L&.I 0 a::: .. __J :c > en o ::, CD if) _J <( z -~ 0::: w I- _J _J <( 0 z w :) a I- 0::: 0 0.... JBK z 0 I- ('.) z -:r: (f) <{ Q_ 3:: __J u LL --~ u I- <( z ::J Q_ 0 0 >-('.) z er: :,,:'. =i 1---z w u -z 0 I-z w 0::: checke d by D AB scale date 1"=20' 06 /09 joh no. 200905 0 sheet 12 of 13 z 0 '" ~ 0 z " O' I O' ::J (/) I (/) X ·-. -.------ vJ 1-w w I U) w w U) 0 1-w w I U) w w U) X:26.57 .-~ Co . "-. 4" C.ON I I I I I I I DEC/ I /(y I" ;20 23 ./ / / I I '. 120:41 / / c/ / ./ / I I I / 24.27 · I (f I I 42"DEC. 32"DEC 30"DEC 4" CON 4" l.J·\I On\700qrJ50\dwq\XS-SUR-H7 dwq. 11/412009 7:06:53 AM I I I / I I X 31.08 I I I I I · ii-'' CON I I I I I I I I I I /.'? X32.2~- X31 21 . 4" DEC I /! I I I I I I I I I I I I I I I ! I I ! 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HT. ///.//1 CATV CRW :¢: coc CON CONC. -x-x- DEC @ D] ED EV ET ARC FFE FM ID G GM[Q] • IE 0/H E/T PL o---0 (P) (R) ss co ss SSMH@ SD SDMH@ TD • TV TMH TE =;> TOP TOE EB @ w WV N -0--0- r ASPHALTIC CONCRETE PLASTIC PIPE ROOF ELEVAllON OF BUILDING BUILDING LINE BLOWOFF VALVE CABLE 1ELEV1SION ROCKERY CANOPY CONCRETE SURFACE CONCRETE RETAINING WALL LIGHT POLE CENTER OF CHANNEL CONIFER TREE (SIZE NOTED) CONCRETE CHAIN LINK FENCE (CLF) DECIDUOUS TREE (SIZE NOTED) DOLPHIN DRAIN INLET ELECTRICAL DUCT ELECTRICAL VAULT ELECTRICAL TRANSFORMER ELEClRIC MElER FOUND IRON ROD AND CAP FINISHED FLOOR ELEVAllON FORCE MAIN FIRE HYDRANT FOUND SURVEY MONUMENT FOUND PK NAIL GAS VALVE GAS LINE GAS METER GUARD POST GUY ANCHOR INVERT ELEVATION JUNCTION BOX MONITORING WELL OVERHEAD ELECTRIC/TELEPHONE PILING PROPERTl' LINE POWER POLE POWER POLE W/ LIGHT PAINTED Ul1UTY LOCATION RECORD UTIUTf LOCAllON SANITARY SEWER Cl.EANOUT SANITARY SEWER SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE TEST PIT SIGN TELEPHONE DUCT lELEPHONE SENTRY BOX TELEPHONE VAULT TELEPHONE MANHOLE TOP EL.EVATlON TRAFFIC FLOW ARROW TOP OF BANK TOE OF SLOPE >-w > 0::: :=) (.!) u - I Q_ <( 0::: (') 0 Q_ 0 f- drawn by • 0 z (J) 0:: .. o V) >- (!) ~ z 0:: -:::, :::c: (J) oo I-z -<( :::c: _J c'8 cld (J) 0:: 0 w w La.I z 0 CJ z a::: w .. _J :::c: > V) 0 ::> m (f) ....J ~ z -~ ~ w I- ....J ....J ~ 0 z w :) a I- ~ 0 0.... 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(/) <( We ·2 w o> >c ., ·-.c Ct::: ~ t') ~$'.,--"' :, . .,, WI '"N m1-o o«~ owao N (I) o, 0 z z 0 I- 0 z I (J) <( Q_ 3: __J u u_ -~ u I- <1'. z :::, Q_ 0 0 >--C) z et:: Y'. =i I-z w (_) . z 0 I-z w 0:: checked by DAB date 06/09 9---__ , _, <T [\ z w => G -(;C) SW QUAD 450 RESIDENTIAL UNITS ( 788 CARS@ 1.75 REQUIRED) RESIDENTIAL BUILDINGS= 495,000gsf +/- PARKING GARAGE P-1 & P-2 = 305,410gsf COURTYARD= 64,105gsf 10,800gsf SHOPPING CENTER@ P-1 ( 43 CARS REQUIRED) ( 6,300gsf RETAIL & 4,500gsf RESTAURANn 10,000gsf OFFICE (8,571 nsn @ P-2 ( 26 CARS REQUIRED) 857 MINIMUM TOTAL REQUIRED 811 TOTAL SHOWN ON P-1 & P-2 WI 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 46 IN SE & NE QUAD) SE QUAD 175 RESIDENTIAL UNITS ( 306 CARS@ 1.75/UNIT REQUIRED) RESIDENTIAL BUILDINGS= 192,500gsf +/- PARKING GARAGE P-1 & P-2 = 250,364gsf COURTYARD= 74,432gsf 97,500gsfOFFICE (83,572nsn (251 CARS REQUIRED) 4,500sf RETAIL@ P-1 ( 18 CARS REQUIRED) 10,000gsfOFFICE (8,571nsn @P-2 (26 CARS REQUIRED) 601 MINIMUM TOTAL REQUIRED SW 1 RESIDENTIAL 5 FLOORS OVER PARKING 37,400sf GROUND AREA 170 UNITS BLDG HT. 75'-0" TOP OF ROOF 637 TOTAL SHOWN ON P-1 & P-2 WI 2% TO BE DEDUCTED FOR ADA REQUIREMENTS (36 EXTRA ABOVE MINIMUM REQUIRED) QUENDALL TERMINALS SITE PLAN LANCE MUELLER & ASSOCIATES CENTURY PACIFIC LP 11-16-09 *ALL STATISTICS ARE BASED ON CONCEPTUAL PLAN WHICH ARE APPROXIMATE AND SUBJECT TO CHANGE LAKE WASHINGTON ,/ 111111111111111 I I II I I I Ii 1111 • 111111111 i 11 """''" LL 0 ii! EXISTING PROPERTY LINE ________ J \\ ~-_-~1rr111111111111111mm11111,11111111i · - EXISTING BNRR w > ll'. (j) (j) w u ~ ~ w z _J ~ w n. ii! n. TOTAL SITE SUMMARY ZONE: COR OCCUPANCY TYPE: B & M & R-2 SITE PARKING BASED ON: 800 TOTAL RESIDENTIAL UNITS@ 1, 1 OOgsf/UNIT = 880,000gsf 210,000nsf TOTAL NET OFFICE ( 245,000gsf GROSS) 30,600gsf TOTAL GROSS SHOPPING CENTER (21,600gsf RETAIL & 9,000gsf RESTAURAND P-1 & P-2 TOTAL PARKING: ( PARKING FOR 2,030 CARS IN STRUCTURE) PARKING ON STRUCTURE= 168 CARS PARKING ON EAST TURNAROUND= 17 CARS TOTAL PARKING SHOWN= 2,215 CARS TOTAL PARKING TO BE REDUCED 2% FOR ADA REQUIRED PARKING* ( -44) *TOTAL ADJUSTED PARKING WITH 2% DEDUCTION FORADA REQUIRED PARKING= 2,215 -44 = 2,171 PARKING ASSUMPTIONS: RESIDENTIAL@ 1.75 STALLS PER UNIT= 1,400 REQUIRED PARKING SPACES SHOPPING CENTER: RETAIL & RETAURANT @4 STALLS PER 1,000gsf = 122 REQUIRED PARKING SPACES OFFICE @ 3 STALLS PER 1,000nsf = 630 REQUIRED PARKING SPACES TOTAL REQUIRED= 2,152 PARKING SPACES RESIDENTIAL UNITS ARE 1 /1, 1 OOgsf GROSS FLOOR AREA AVERAGE USEABLE SITE AREA FOR RESIDENTIAL DENSITY: TOTAL SITE= 884,822gsf ( 20.3 ACRES) + DETACHED PARCEL 50,052gsf ( 1. 15 ACRES) = 934,874gsf ( 21.46 ACRES) STREET 'A' ( 60' ROW) = 52,032gsf ( 1. 19 ACRES) STREET 'B' & STREET 'C' = 107,117gsf ( 2.46 ACRES) PRIVATE DRIVE 'D' & PRIVATE DRIVE 'E' = 14,811sf ( 0.34 ACRES) PRIVATE DRIVE 'F' = 10,327gsf ( 0.24 ACRES) TOTAL STREETS 'A' & 'B' & 'C' + PRIVATE DRIVES 'D' & 'E' & 'F' = 184,287gsf ( 4.23 ACRES) TOTAL USEABLE SITE AREA= 934,874gsf -184,287gsf = 750,587gsf ( 17.23 ACRES) ALLOWED RESIDENTIAL UNITS @50/ACRE = 861 800 RESIDENTIAL UNITS SHOWN LOT COVERAGE TOTAL PARKING STRUCTURE GROUND COVERAGE= 471,507gsf TOTAL PUBLIC STREETS 'A'+ 'B' + 'C' AREA= 52,032gsf + 107, 117gsf = 159,149gsf TOTAL LOT COVERAGE= 934,874gsf -159, 149gsf = 775,725nsf TOTAL LOT COVERAGE/ TOTAL GROSS SITE AREA= 471,507gsf / 775,725nsf = 60.8% IMPERVIOUS AREA INCLUDES PRIVATE DRIVES BUT DOES NOT INCLUDING STRUCTURES & PUBLIC WAY= 55,844sf MAXIMUM BUILDING HEIGHT ALLOWED IS 10 STORIES OR 125 FEET BUILDING HEIGHT SHOWN = 7 STORIES OR 80 FEET+/- I [J_J NW QUAD --------- 175 RESIDENTIAL UNITS ( 306 CARS@ 1.75/UNIT REQUIRED) RESIDENTIAL BUILDINGS= 192,500gsf +/- PARKING GARAGE P-1 & P-2 = 149,760gsf COURTYARD= 71,340gsf 10,500gsf SHOPPING CENTER@ P-1 ( 42 CARS REQUIRED) ( 6,000gsf RETAIL & 4,500gsf RESTAURANn 10,000gsfOFFICE (8,571nsn @P-2 (26 CARS REQUIRED) 374 MINIMUM TOTAL REQUIRED 370 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 4 IN NE QUAD) NE QUAD 97,500gsf OFFICE ( 83,572nsn ( 251 CARS REQUIRED) PARKING GARAGE P-1 & P-2 = 157,380gsf COURTYARD= 9,068gsf 4,800gsf RETAIL@ P-1 ( 19 CARS REQUIRED) 20,000gsf OFFICE ( 17,143nsn @ P-2 ( 50 CARS REQUIRED) 320 MINIMUM TOTAL REQUIRED 380 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS (60 EXTRA ABOVE MINIMUM REQUIRED) ~LEGEND ~ DUMPSTER/ RECYCLE BIN '"'l''".·:·-r-r------ UTILITY AND ELECTRICAL SPACE EXIT STAIR '-------I-z -+-----------LOBBY AREA GRAPHIC SCALE 60' O' 60' t-----~ J· SCALE: 1" = 60' ----------~ PROPERTY LINE 120' I 50,052sf City of Renton Planning Division PROPERTY UNE NOV l S 1003 [R1 ~ CC: 111. I 1\/7 ffi! [/l ! I I , , I 0 () C ,,, -, .0 0, 0 '" ·~ d) _J <( 2 L Oi UJ Jm- _J _J <( (} 2 UJ =i (3 c:i ' " (/) w I- ' <( ~ u a (/) (/) <( «I ~ ! I a: w z ~ ~ <[ w ~ :::J _J ~ (L w u () lff- 11(} L - I fj) <l[ 3 z l) 'llf- llJI w ,,,, i/ ,,_,,,_ ill ~ 0 lJ C 0 ~ > ill ' . 0 C /fll t.L _JI - 0 . --- fill - ll <11 l'L \_ ;;r U!/ =i It-z WW :o <D 0 N <( 0 -'" "' <( ' - "' f- (X) 01 <( :;: 0 w -0 - I l/l w X: " <( _J z <( ~ [[ 0 t0 --<( - ill sheet 1-i ~~-~ - (§) GI ' ~ _J _J <t () z 111 --\ <:;l GI G' §l ff1 <:J) GI \'l ,3 ,\) Q ' "' =z SE QUADRANT COVERAGE 4,500sf RETAIL@P-1 ( 18 CARS) P-1 PARKING= 317 GROSS PARKING GARAGE AREA= 127,932gsf --- 14 ,~ TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 132,432gsf ' " ['E'l<IlJ : 12 19 1f LAKE WASHINGTON 24' DRIVE 19 17 ~~"---~'' 17 =I , • • · 1111111111111 •111= .. • :::.:· -., /,---;-i--i -,~\ 1/ ·. i . \. .·1··. #(-;\.. ·\• . '-. : I r • II ~I) I. \~--+~ -,:-,--i-~~-,--,-:--,-:--:,-~~,,,, -, RESTAURANT '\,,. I RESTAURANT 24' DRIVE : 4,500sf \ 4,500sf I 1 r · 19 19 17 ' '-ff 14 ·--------------------- P-1 SUMMARY 21,600gsf TOTAL RETAIL 9,000gsf TOTAL RESTAURANT P-1 PARKING AREA= 417,671gsf PARKING FOR 1,102 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA = 85, 130gsf NE QUAD AREA= 90,840gsf SW QUAD AREA = 163, 105gsf SE QUAD AREA= 132,432gsf 471,507 TOTAL PKG. COVERAGE NW QUADRANT COVERAGE 6,000sf RETAIL@ P-1 (24 CARS) 4,500sf RESTAURANT@ P-1 ( 18 CARS) P-1 PARKING= 179 GROSS PARKING GARAGE AREA= 74,630gsf --·-·· ------------- TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85,130gsf NE QUADRANT COVERAGE I ) ----~--··~-- 4,800sf RETAIL@ P-1 ( 19 CARS) P-1 PARKING= 212 GROSS PARKING GARAGE AREA= 86,040gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf w > n:: ========c-lilllllllilllll'll!!!l!li!lllll'll!lillil RR rnAc,-,---.-·--' ' --111[+illj\llttl\i!h\,\lctt,\lt+tijjljflll\lllttj\l!fllll!il\lltt!+tti\~---.-_-_-.,.-----~==~-0 =1===---=!'M11tl'i\!)1111Wllile!J'l:lwrt; m··am=== EXISTING BNRR w GRAPHIC SCALE 60' O' 60' ~--.l ' SCALE: 1" = 60' C: (/) w u ~ 15 z --\\_-.. ------~ PROPERTY LINE 50,052sf P-1 PARKING LEVEL -GROUND LEVEL PROPERTY UNE City of Renton Planning rnv1s1on NQ1 1 S IU03 I I I I (I) ~ 0 ' lJ -----;-rr ' ' C 0 ·-" ·-> ' © ' L ' ' ; ' I -,--'-·-~ -~ -- i 0 C lJ 0 (I) C (" "' '" \;, ~ 0 <,) m L' 0 (I) ' +· ' 0 l' L L "' 0 O• 0 ' Cl iL lJ I u ' u ·--·-· --- d) _J <I L L 2 ,n ,;1),1/_ () _j Iii--Oi ,,, .. ,,, •."// \ll, i,L ~ ,, y '-J ''LJ 2 JUI -· ][ I-d} <Ir =} _J . 7 _J Q <I I,+ llll 0 f ,, ,} 1, 'I z UJ =:J (3 •• > - .lllL -«o <I[ n ' .r ,n, ii' I, ,, ,,, -'ll 'II ,L IUIJI '0 "1 Li) L1 N l/1 N "' <D 0 N <( " -N N <( ~ "' ()) Ol . w f-_J f- f- lJ <( --1, ~ w _J w > w :n > ~ J w ::i ' f- w -0 -_j ~ I VI ! ,_I "° ~ill lJ<( z O _J z a: 0 ~ j <( '.'1 D"• ----- -<{ sheet IL II IL SW QUADRANT COVERAGE 1 O,OOOgsf OFFICE ( 8,571 ns1) ( 26 CARS) P-2 PARKING = 417 GROSS PARKING GARAGE AREA= 153,105gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 163,105gsf SE QUADRANT COVERAGE 1 O,OOOgsf OFFICE (8,571 nst ( 26 CARS) P-2 PARKING = 320 GROSS PARKING GARAGE AREA = 122,432gsf i I ' ' /'"-...... ~ !6 ,-· '""" TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 132,432gsf 11 LAKE WASHINGTON ' I I I I I i I ; I ' ' ' ' 24' DRIVE • • - 24' DRIVE PARKING & LOADING AREA • • C ......... ___j ....... 10. 17 '''''''''''' z ....... ~!;!, 0 ' a. ~ -· ''''''''''''' // .......... -,,,~~---""" !"',-6 ! ------------------....._ ,, .. / ... fWHJfJl1G ···,,J '·--- i 11 I I , ' ' ' ' """""""""'"' '--.... ! '!~ 1' • • " ................................................................................. !!', J.lll:!Q$CAPE ------ PARKING & LOADING AREA / ' \ .... \ \ ' ( ' w'ln •I ~g LL • !'! 0~ • i L. I I ...... , , 24'DRIVE • • • • # ~~~8~~ (((00110- ' I ' I ' I ' i : ~ ' ,, , , ~ I " ' •• Cl • -----;;:~ ------------------- / . ;so; /0: .. t;'. co -t,] ----q-6ENTERlc!NE2'2'9RIVE----.,-,_,1:'_,_ i PARKING & LOADING AREA ~='---/ ,_, , ' 1 • 6EN'FERllNE-22'-9RIVE • I PARKING & LOIIDINGAREA ~----""""'='"cc'cc'°"",cc"="AR"'=~--~ ....................................... 5' .. SJOEr'l/AfJ:( ............................ /-"'··,~ DDl!DDG'.J ... /,,.----, ... -----------·····--------------·----·····:-s10EWALK ...................................................... ..,_ ,.,;-·· '""\ , .................. ,, ' ' • • \~ .,_/ "' I / .... ·-·-······· "" // '\, i x ' ' ,/ ' " ' ,/ .... ''' -• ''' ,,,,,,,,,,,,,,,,,,,_ z ·-·""" , ...... ~ .. ··10······-· Cl a. " "' 24'DRIVE ( ............ , " " ! ' .. --.. ._, ,,,,,,,,, ........... .) ,,,,,,,,,., ........... ) • • 24'DRIVE ' . • • I I i ! • • w'ln (.)0 -0 LLO LL • 0~ -,,,,, . ' ' , ____ , ___ ,_._,_,_,_] / 'ln 0 0 "' ai PARKING & LOADING AREA i LS ( LS ) 17 i 17 """""i''"" ' """"""""t"""' ................ 1 ....... ( [~ • • 24' DRIVE ·---sl CLICL-'-'--'-'--U ················'-., I ..... --'-.. / "..._ // ' / X / / ' ' ' / ' '""" / ..._ I ',, LS ,,,,,,,,,,,~•=''''' " I LS ' .1 • " I i ' I i ' ! I ,,,,,,,,,,,,,,,, i ~ I LS ~ ~ s :··············· ~ ~ i I ~ if z II! 0 """"""'"""'""-Z a. ,,,,,,,,,,,,,,,, w :a: ,,,,,,,,,,,,,,, -'''''''''''''''' ~ 9 <( 10 10 ................ ~ , c:: ,,,,,,,,,,,,,,,, ~ I "' '" 24' DRIVE • • I '''''''''''''''' ~ i I , , I i i I ' I ; I ! i " •i• ' I LS i ,_,_,_,_, ___ , ___ , ___ , ___ ,_,_,_,_, ___ , ___ ,_,_,_,_, ___ ,_,_,_,,GEN~ERldNE40'-9RfVE,---,-,_,_,_, ___ ,_,_,_,_,_,_,_,_, ___ ,_,_,_,_, ___ ,_,_,_, w > 0:: EXISTING BNRR Cl) Cl) w (.) ~ ~ w z GRAPHIC SCALE 60' O' 60' 120' ~----..J 1---""1 SCALE: 1" = 60' P-2 PARKING LEVEL P-2 SUMMARY 50,000gsfTOTAL OFFICE P-2 PARKING AREA= 398,414gsf PARKING FOR 1,096 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA = 85, 130gsf NE QUAD AREA= 90,840gsf SW QUAD AREA = 163, 105gsf SE QUAD AREA= 132,432gsf 471,507 TOTAL PKG. COVERAGE NW QUADRANT COVERAGE 10,000gsf OFFICE (8,571 ns1) (26 CARS) P-2 PARKING= 191 GROSS PARKING GARAGE AREA = 75, 130gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85, 130gsf NE QUADRANT COVERAGE 19,500gsf OFFICE ( 16, 714nst ( 50 CARS) P-2 PARKING = 168 GROSS PARKING GARAGE AREA = 71,340gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf PROPERTY LINE 50,052sf PROPERTY LINE City of Renton Planning Oi1Jision NO~ 1 8 1009 . u 0 ID C C "' \l 3: u N ',J, 0 ID ' ll / ii "' 0 t-L \l ·~ (Lu < D~:Z W WD O'.:'. ::::l to w wz I-X '" '); C\ "' ~ 8 '-.. _,. " °' ~~D <D u~ ~ ~~ I "' \l ' ID -0 u r: 0 ,- ~ --> ID L 0 C ID -oll a _!, u • ~ d) _J <I z E Ol w 1-- _J _J <I 0 z w =1 (3 \l ' " (I] w I- < ~ tJ Cl (I] (I] < "'~ 2 0 I- ~ 2 - I d) <I 3 ' 2 (_) I- 2 IUI Di -, o_ _J[ ' u - lllL ~ u <I o_ }-- Oi ::::J I- 2 IUI u t') lf) II) N lf) N t') lO 0 N <( • -N N <( ~ ro Ol ., __j II ww > j t-• w w ~ w __J :J -Cl :i: J: 1/) w ~ w " ~ z tJ _J z II 0 ~j-.. <(~ <( sheet (L N II o__ SW QUAD 450 RESIDENTIAL UNITS (788 CARS@ 1.75 REQUIRED) RESIDENTIAL BUILDINGS = 495,000gsf +/- PARKING GARAGE P-1 & P-2 = 305,410gsf COURTYARD = 64, 105gsf 10,800gsf SHOPPING CENTER@ P-1 ( 43 CARS REQUIRED) ( 6,300gsf RETAIL & 4,500gsf RESTAURANl) 10,000gsf OFFICE ( 8,571ns~ @ P-2 ( 26 CARS REQUIRED) 857 MINIMUM TOTAL REQUIRED 811 TOTAL SHOWN ON P-1 & P-2 WI 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 46 IN SE & NE QUAD) SE QUAD 175 RESIDENTIAL UNITS ( 306 CARS@ 1.75/UNIT REQUIRED) RESIDENTIAL BUILDINGS= 192,500gsf +/- PARKING GARAGE P-1 & P-2 = 250,364gsf COURTYARD= 74,432gsf 97,500gsf OFFICE ( 83,572nsij ( 251 CARS REQUIRED) 4,500sf RETAIL@ P-1 ( 18 CARS REQUIRED) 10,000gsf OFFICE (8,571 nsij @ P-2 ( 26 CARS REQUIRED) 601 MINIMUM TOTAL REQUIRED 637 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 36 EXTRA ABOVE MINIMUM REQUIRED) QUENDALL TERMINALS SITE PLAN LANCE MUELLER & ASSOCIATES CENTURY PACIFIC LP LAKE WASHINGTON SW 2 RESIDENTIAL 5 FLOORS OVER PARKING 41,800sf GROUND AREA 190 UNITS BLDG. HT. 75'-0" TOP OF ROOF ;,,--;-,--,-:-,--;::',._._,, ' ' I ' i , //,~ \_ \ '1 !' , / // , -r I,/ /~\-' ''/ ! ', I AV) I ',t '" ' '•,,, '<:-~ (- '' 1······················.L LL 0 0 Cl a: z iti LL S2 0 a:~ a: a_ ..J <( d.. <( 0 4:CL D I--a:1-I-<( z b Z~t-r-=> _1 wozc'..O ,.__ D ~ a: ,.__ en fQ !;i: Cl en i-' ~o=>cn'wt-I <( o-' I") 0 I-a_ 0 z Cl ~ -' Cl) 0 co ::J D U... LU IO)o ....J w lO a::: en 'T""" °' m • ~ ~ ~ ' I I ' I " ,,i:"'" ' I ' I ~ tt ~ IE ~ I ·;1; I • ! ~ LL 0 0 a: N LL c'.. <( 0 a_ ,is w ~~a: f2 <i!''<( a_ a_ Lq -a:t-D 1-W<(Z (') 15 > I-:::) ' b 0 oz~ co Cl) fQ ~ Cl Cl) i-' ~ 0 :::) "v.i J,-:c <t:o-. 1] ~Ot-oZCl ~ -' Cl) "' :::, D U... LU co"'lO -I Z LO 0::: r-r-,.. W 0 en ~ <i! iti 1-a: _.z4: <(WO f'.=9z LL 0 ~ LL 0 a_ 0 I- b z Cl):::) ' wwo ;.. D a'. a'. ,-. 1ii Cl) Cl en i,-: LU 0::: -J,-:C a:::o~z . NO o:::) (!) s:L[~gg ZlONr-lll 51' i 0 I +• U. E i Sj U. E ........ ,......................................................... ~'1pn,, . .-;;,···· i L .......... ·--·······"············ .. ··································li''SIDEWAJ:K"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" ,, ,,----,-~vj-·······························-·····················S'smJlw~-~--------------------------------, ,, ... ,,,,,,,,,,,,,,.... :· i P NG&LOADINGAREA ,, .. _.,/.,, ,, f" .. "' '--J PARKING&LOADINGAREA ' PARKING&LOADINGAREA ~ i,;f-Ut;;; "-,,,._-__ j 1 , .. , ACCESSTo'P-1 _, ····-I .... ACCESS,iP-1 --·-·GEN-TERHNEe-22'-S+RE-E=g,G'---------------·----------•-----!\____ --·T ---~-----! --GEN+ERblNE-22'---S+REEe+'G'Acc'.,, -ro ,.-,---!----1 • ,.:., ACCESS TO P-1 f.5 • --·--;::, .,.. =<> _ .....- "--===:::f=ii.ii,i,~===cY'''''·~ _.,f,. PARKING&LOADINGAREA ii i ~ PARKIN~~\~g:~-~-~-------IS: ...................... ~'---[)i~[)*i() ···········-~-----·-····-·--! I ca11 "cs .i. 1 - C ---p,-...-- 1 ,/ "' :u!,u, • 24' DRIVE " I • ; : r;:J]!::J ! " --··-·---j LANOSCAPW COURTYARD EXISTING PROPERTY LINE --------~ EXISTING BNRR 17 17 ···········--· >······------- " I __ .............. ""'""'" '''''''' l LS J ················ , ' i I I ""-"-~~-,, .... ", / . / ' / ' / './ ' // """ / ' ················ / '--Jes] " " ·.·.·.·.·.+·.··········•··' z o_ a_ ::;; ' ~ '"-····· 10 19 24' DRIVE • • LS i I _I ili i : 1 I I ................. ~ ~ i ~ ~ if ·.-.••.•....••... ~ ~ ,,,,,,,,., ... ,, ~ 9 ~:= ;, i +i• " " 3 '-i-7' w > a: en en w () ~ ~ w z :::; ~ w a_ ~ a_ TOTAL SITE SUMMARY ZONE: COR OCCUPANCY TYPE: B & M & R-2 SITE PARKING BASED ON: 800 TOTAL RESIDENTIAL UNITS@ 1,100gsf/UNIT = 880,000gsf 210,000nsf TOTAL NET OFFICE ( 245,000gsf GROSS) 30,600gsfTOTAL GROSS SHOPPING CENTER (21,600gsf RETAIL & 9,000gsf RESTAURAND P-1 & P-2 TOTAL PARKING: ( PARKING FOR 2,030 CARS IN STRUCTURE) PARKING ON STRUCTURE= 168 CARS PARKING ON EAST TURNAROUND= 17 CARS TOTAL PARKING SHOWN= 2,215 CARS TOTAL PARKING TO BE REDUCED 2% FOR ADA REQUIRED PARKING* (-44) *TOTAL ADJUSTED PARKING WITH 2% DEDUCTION FORADA REQUIRED PARKING= 2,215-44 = 2,171 PARKING ASSUMPTIONS: RESIDENTIAL@ 1.75 STALLS PER UNIT= 1,400 REQUIRED PARKING SPACES SHOPPING CENTER: RETAIL & RETAURANT@4 STALLS PER 1,000gsf = 122 REQUIRED PARKING SPACES OFFICE@ 3 STALLS PER 1,000nsf = 630 REQUIRED PARKING SPACES TOTAL REQUIRED= 2,152 PARKING SPACES RESIDENTIAL UNITS ARE 1/1, 100gsf GROSS FLOOR AREA AVERAGE USEABLE SITE AREA FOR RESIDENTIAL DENSITY: TOTAL SITE= 884,822gsf ( 20.3 ACRES) + DETACHED PARCEL 50,052gsf ( 1.15 ACRES) = 934,874gsf ( 21.46 ACRES) STREET 'A' ( 60' ROW) = 52,032gsf ( 1. 19 ACRES) STREET 'B' & STREET 'C' = 107, 117gsf ( 2.46 ACRES) PRIVATE DRIVE 'D' & PRIVATE DRIVE 'E' = 14,811sf ( 0.34 ACRES) PRIVATE DRIVE 'F' = 10,327gsf ( 0.24 ACRES) TOTAL STREETS 'A' & 'B' & 'C' + PRIVATE DRIVES 'D' & 'E' & 'F' = 184,287gsf ( 4.23 ACRES) TOTAL USEABLE SITE AREA= 934,874gsf-184,287gsf = 750,587gsf ( 17.23 ACRES) ALLOWED RESIDENTIAL UNITS@ 50/ACRE = 861 800 RESIDENTIAL UNITS SHOWN LOT COVERAGE TOTAL PARKING STRUCTURE GROUND COVERAGE= 471,507gsf TOTAL PUBLIC STREETS 'A'+ 'B' + 'C' AREA= 52,032gsf + 107,117gsf = 159,149gsf TOTAL LOT COVERAGE= 934,874gsf -159, 149gsf = 775,725nsf TOTAL LOT COVERAGE/ TOTAL GROSS SITE AREA= 471,507gsf / 775,725nsf = 60.8% IMPERVIOUS AREA INCLUDES PRIVATE DRIVES BUT DOES NOT INCLUDING STRUCTURES & PUBLIC WAY= 55,844sf MAXIMUM BUILDING HEIGHT ALLOWED IS 10 STORIES OR 125 FEET BUILDING HEIGHT SHOWN = 7 STORIES OR 80 FEET+/- "--~ NW QUAD 175 RESIDENTIAL UNITS ( 306 CARS@ 1.75/UNIT REQUIRED) RESIDENTIAL BUILDINGS= 192,500gsf +/- PARKING GARAGE P-1 & P-2 = 149,760gsf COURTYARD= 71,340gsf 10,500gsf SHOPPING CENTER@ P-1 ( 42 CARS REQUIRED) ( 6,000gsf RETAIL & 4,500gsf RESTAURANl) 10,000gsfOFFICE (8,571ns~ @P-2 (26 CARS REQUIRED) 374 MINIMUM TOTAL REQUIRED 370 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 4 IN NE QUAD) NE QUAD 97,500gsf OFFICE ( 83,572ns~ ( 251 CARS REQUIRED) PARKING GARAGE P-1 & P-2 = 157,380gsf COURTYARD = 9,068gsf 4,800gsf RETAIL@ P-1 ( 19 CARS REQUIRED) 20,000gsf OFFICE ( 17,143ns~ @ P-2 ( 50 CARS REQUIRED) 320 MINIMUM TOTAL REQUIRED 380 TOTAL SHOWN ON P-1 & P-2 W/ 2% TO BE DEDUCTED FOR ADA REQUIREMENTS ( 60 EXTRA ABOVE MINIMUM REQUIRED) ~ DUMPSTER/ RECYCLE BIN ~ UTILITY AND ELECTRICAL SPACE ~ EXITSTAIR 11-16-09 '--------+ z -+-----------~ LOBBYAREA *ALL STATISTICS ARE BASED ON CONCEPTUAL PLAN WHICH ARE APPROXIMATE AND SUBJECT TO CHANGE GRAPHIC SCALE SCALE 1" = 60' PROPERTY LINE 50,052sf City of Renton Planning Division NOV I 8 1009 IRl [E(C ~!V/[EIQJ ' 1J 0 OJ C: C cf Q ~ u "' Q OJ + C, 1J C: 0 ,_ "' > " L ' 0 C: OJ N \I. C, Ii '+ 'j] " 0 "' 0 I-L Q._ ()_ 1J ~ 1) ~ d) _J <I 2 E 2 o_ 0 _J[ Ol II---~ u 2 - UI IL -- J[ u I-ill <[ <( o_ 3 _J -}-- 2 Ill#' _J 0 ::::J <I II--II-- 2 2 1W JUI 0 Ill#' u 2 UJ =:J (1 Q t<) ' lll Q lll "' N " lll -N t<) (!) 0 N UJ <( 0 w I--N ,c(~ N <( -co () Ol 0 . ~ I~ <( ~ ,c( en , <d ~ w I-_J f- 0 f- <( a: ~w w w (/) z _J _J I-0 '<1[ ~ ~ w -D - -1 ::1 I (/) w :,,'. (L w 0 <( () _J z a: 0 ,c( t<) _J <( - ill sheet t--P~-~ - u) C) ' Q_ ' _J _J <:[ Ci z u =3 0 ' c;i '" 0' \;) CP tJ) C) -:1 ' =3 ,, r, ---' " =z SW QUADRANT COVERAGE 6,300sf RETAIL@ P-1 ( 25 CARS) 4,500sf RESTAURANT@ P-1 ( 18 CARS) P-1 PARKING = 394 GROSS PARKING GARAGE AREA= 152,305gsf ---- TOTAL BLilLDING & PARKING STRUCTURE COVERAGE= 163,105gsf 14 13 •• H~ " 19. I/ LAKE WASHINGTON 24' DRIVE " 19 . 17 6' , . 17 -~~----'- .. .. t 0.. :::, 0.. 2 ~ 0.. :::, 0.. 2 ~ ,,,,,,,,,,,,,, ..... ' .. .. " ... rn 24' DRIVE 19 17 .. .. (//' -~ ' -' ~ -1\~ \,. ............................. ·-. ( I I '_J I \ I ' I \ --~) IEXITI ' / RESTAURANT ',,\,, i ,( , RESTAURANT 4,500sf ·. , .. · 4,500sf " _J--"' -0: 0 w f-O wen > 0:: " ct'. ~ q:, ' ~ " < < ~ 0 0 " ~ w ~ " " ill f- di li) " ! 0 w " I , \ -- _J--"' -0: 0 f-O wco 0:: "' ---GENTERLINE 40'-QRI\IE-- I i L I '· "" _) 1B , ...... E U .. 24' DRIVE " '" .. .. I r ---.__ ! B LS ,,,,,,,,,,,,._/ .. .. ..... ., ( ""' !6 17 i 9 20 11 ' \ \.,_ t 0.. :::, 0.. ~ .. rn i I o I "'' """" z ~ I 0 ' "•+ " '" w P-1 SUMMARY 21,600gsfTOTAL RETAIL 9,000gsf TOTAL RESTAURANT P-1 PARKING AREA= 417,671gsf PARKING FOR 1,102 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA = 85, 130gsf NE QUAD AREA = 90,840gsf SW QUAD AREA = 163, 105gsf SE QUAD AREA= 132,432gsf 471,507 TOTAL PKG. COVERAGE NW QUADRANT COVERAGE 6,000sfRETAIL@P-1 (24 CARS) 4,500sf RESTAURANT@ P-1 ( 18 CARS) P-1 PARKING= 179 GROSS PARKING GARAGE AREA= 74,630gsf -----------------=- TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85,130gsf NE QUADRANT COVERAGE 4,800sf RETAIL@ P-1 ( 19 CARS) P-1 PARKING= 212 GROSS PARKING GARAGE AREA= 86,040gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf 11 ,; ,.1 w > 0:: ,~---------=======---i1:iinli':llit:illltltllltl1111il11111!11llll1!ll:lt:I! !!utl!$1!11111! l::J'"-'-"'"~""'sc' ==:::;:EX;;l;_S,c-Tl,.;N;:G:::_:B;;:N;:R;:R;=:::___:::=::_11iUWltiltlllllll11!ltttttttl· li\fi'ttl.i\J'L:il'il;Ji+li,=:::_-====----'===---'---1':~i.:--l===c.--i)jj'' iillili1ii!l'illillllll!lllllllllllr=- (f) w u u -0: ~ z -\------------ PROPERTY LINE GRAPHIC SCALE 60' 120' / 60' O' --~ • ,~:;'°" .,-. / ~-· SCALE: 1" = 60' 50,052sf C: P-1 PARKING LEVEL -GROUND LEVEL PROPERTY UNE City of Renton Planning Division NOV 18 1009 w -0 0 --t--t--t-+-+-I ' ' ' ' ' ' ' L 0 •- "' •- > 0 L ' ' ' 0 L -- ' ' "D 0 w C L y o-: & 3 u & w '" CJ ID ' -' .a " L JC jl u O• 0 ' & n lJ i ' u ' lJ ·-I - d) _lli <( 2 I= fl kLJL 0 II! . ' Ol l:f-- Ill I- _lli _lli <( 0 2 Ill =1 (3 & ' " Ul w 1- -0: ~ (.) 0 Ul Ul <( ' "' ~ _J a: w~ > ~ .,j w ::i ~ _J :ii ~ WU \·~ \' ;1 (l) 1!11111 -' - Jl 0 tl) <\I[ <1! !fl _] -)- 2 Ut () --, +f-ilf- 2 lllllll l!IIJJ IDi rt)) <( - <( . > "' .... (J >w t- - I (J t') l() LO N LO N t') LO 0 L"' N N -i)J m <( 5 ' w _J I- f--- <( w VI 0 I ,J 0 - 1/l w ~ <( _J z z a: 0 ':L_ <( t') ~if-_J-~~~~~-< ---~~~ ~ sheet o__ I o__ ~l " n --_, _, <( n L 1:1 ~, SJ c:, "' Ol " ,_ 0, 8 (::, 3 ' -'~ L\ ---- 1 ·II =Z ' ' SE QUADRANT COVERAGE 10,000gsf OFFICE (8,571 nsQ ( 26 CARS) P-2 PARKING = 320 <:;ROSS PARKING GARAGE AREA= 122,432g=s~f _______ _ TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 132,432gsf 17 17 \ ,.&; ~; LAKE WASHINGTON ' 22 '" t • • z 0 n. ::!: & 22 19 24' DRIVE 22 20 • • ', 22 j i -' w <ii ~ • (.)0 " " -0 < < u..o s 0 w z IL • 0 0 o;:' a i§ " " I ~ _, ' ~ ,i e w w 0 z a e _J ct'. w f,- 4'. lli I c~' ,------r--, (, -- w <ii (.)0 -0 u..o u.. -o;:' -' <ii 0 0 "' "' u_ ""' ' """"'"' 17 17 [_:_j __ i_:_it=i_s_ • • • • 24' DRIVE z 0 n. ! • i 0 e """" ~ ----------------" fl+ ' I ' i I ' --- ----- 24' DRIVE 20 10 t z 0 n. ::!: <( 10 1·s er::~-_) • • . 22' 22 ~ I - " ft ~ w .......... ~ cf ; cs ~ Q ~ ~ N "' ~ N ~ Lil 5l z z ;i ~ ffi I <r ~ I ~ I fj+, ' I : I ---------- P-2 SUMMARY 50,000gsf TOTAL OFFICE P-2 PARKING AREA= 398,414gsf PARKING FOR 1,096 CARS PARKING STRUCTURE FOOTPRINT NW QUAD AREA = 85, 130gsf NE QUAD AREA = 90,840gsf SW QUAD AREA= 163, 105gsf SE QUAD AREA= 132,432gsf 471,507 TOTAL PKG_ COVERAGE NW QUADRANT COVERAGE 10,000gsfOFFICE (8,571nsQ (26 CARS) P-2 PARKING= 191 GROSS PARKING GARAGE AREA= 75, 130gsf TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 85,130gsf NE QUADRANT COVERAGE 19,500gsf OFFICE ( 16,714nsQ ( 50 CARS) P-2 PARKING= 168 GROSS PARKING GARAGE AREA= 71,340gsf __ _ TOTAL BUILDING & PARKING STRUCTURE COVERAGE= 90,840gsf -~- ----------------------------------------€ENTERLINE 40' DRIVE I l) ) -------------------------------/ GRAPHIC SCALE 60' O' 60' 120' ~ SCALE: 1" = 60' P-2 PARKING LEVEL w > ct'. 0 U) U) w (.) / lllllllllllllllilllllillillililill,111 ~ ~ '-------~Lz------------ PROPERTY LINE 50,052sf PROPERTY LINE ,, 0 ton Cit'} ot .-.e -- . QI\J\S\Of\ p\onn1n9 V ~ 0 I -0 ' ' i ' ' I ' ' ' i L ' 0 ,- ' m I > V L i I I ,-0 C . cl 0 V C C "' ITT Q 3: 0 ca V "" 0 V ' ~ ' .D ',/_ L .c: ~ 0 "' 0 ' ' ' Q ·-0 -0 I 0 -0 d) _J <1 2 L z u r() ,, 1,1---- _J Ol 11--'ta (l'} z -- UJ ILlll -- Ill u ,, ' I-d) <1[ <11 1fli 3 ' ,, _J ) -A -z l1f _J r_ 0 -, <1 It-II+-z 7 ll!lll!JI IUUI 0 ifl1f7 \~) \\ ,,,11 2 UJ =:l (3 ------- Cl ' " ' (J) w I- < ~ u 0 (J) C/l < ell ~ ~ "' Li) LO N Li) l'l "' w 0 N <( 0 -N N <( ~ ro m - <( ~ m . w I-_J l- o I-<( .. w ,, w (j} l- id -0