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HomeMy WebLinkAboutLUA16-000401_Large Formatl __ . __ .· _I---~~-~-~~-~ LAND TITLE SlJRVEY LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0047776-06 DATED AUGUST 20, 2015 AT 8:00AM) PARCEL A: THAT PORTION OF LOTS 1. 2. 3, 11. 12 AND 13, BLOCK 11. TOWN OF RENTON. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE(S) 135, IN KING COUNT/. WASHINGTON, AND THAT PORTION OF THE HENRY H. TOBIN DONATION CLAIM NO. 37. DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTHWESTERLY MARGINAL LINE OF THE NEW HIGHWAY (BRONSON WAY) CONVEYED TO THE CIT/ OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 1834064, RECORDS OF KING COUNT/, WASHINGTON, AT THE POINT OF INTERSECTION BY A LINE 60 FEET EAST OF AND PARALLEL TO THE WEST MARGINAL LINE OF SAID BLOCK 11: THENCE NORTHEASTERLY ALONG SAID MARGINAL LINE TO THE SOUTHWESTERLY MARGINAL LINE OF THE RIGHT OF WAY OF COMMERCIAL WATERWAY DISTRICT NO. 1: THENCE NORTHWESTERLY ALONG SAID MARGINAL LINE OF COMMERCIAL WATERWAY DISTRICT NO. 2 TO THE POINT OF INTERSECTION BY A LINE 60 FEET EAST OF AND PARALLEL TO THE WEST MARGINAL LINE OF SAID BLOCK 11. EXTENDED NORTH: THENCE SOUTH TO THE POINT OF BEGINNING: TOGETHER WITH VACATED PORTION OF BRONSON WAY ADJOINING AS MAY ATTACH BY OPERATION OF LAW; ALSO, A TRACT DESCRIBED AS FOLLOWS: BEGINNING ON THE EAST LINE OF MAIN STREET 100 FEET NORTH O" 46" EAST OF THE SOUTHWEST CORNER OF LOT I, BLOCK 11. TOWN OF RENTON. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE(S) 135, IN KING COUNT/. WASHINGTON: THENCE SOUTH 89'07' EAST 60 FEET: THENCE NORTH 0'46' EAST 50 FEET: THENCE NORTH 80'07' WEST GO FEET TO EAST LINE OF MAIN STREET: THENCE SOUTH 50 FEET TO nlE POINT OF BEGINNING. PARCEL 8: THAT PORTION OF LOT 1, BLOCK 11. TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUMc 1 OF PLATS. PAGE(S) 135, IN KING COUNT/. WASHINGTON, AND OF THE TOBIN DONATION LAND CLAIM NO. 37, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBrD AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 60.00 FEET OF SAID LOT 1; THENCE NORTH 00"58'01'" EAST, PARALLEL WITH THE WEST LINE OF SAID BLOCK 11, A DISTANCE OF 30.00 FEET: THENCE NORTH B9"07'30'" WEST PARALLEL WITH THE SOUTH LINE OF SAID LOT 1, A DISTANCE OF 60.00 FEET TO THE NORTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 11: THENCE SOUTH 00"58"01 '" WEST ALONG THE NORTHERLY EXTENSION 30.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1: THENCE SOUTH 89"07'30'" EAST 60.00 FEET TO BEGINNING: TOGETHER WITH THAT PORTION OF THE WEST HALF OF LOTS 2. 3 AND 4, BLOCK 11. TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF .Pl!\TS, PAGE(S) p5, IN KING COUNT/, WASHINGTON. LYING NORTH OF A STRAIGHT LINE BEGINNING ON THE WEST LINE OF SAID LOT 4 AT A POINT 23. 72 FEET NORTH OF THE SOUTHWEST CORNER THEREOF: • THENCE NORTH 48"17' EAST 81.36 FEET TO A POINT ON THE EAST LINE OF THE WEST HALF OF SAID LOT 3 WHICH POINT IS NORTH 00"46'00" EAST 28.8 FEET FROM THE SOUTH LINE OF SAID LOT 3. BEING THE NORTHERLY LINE OF A STRIP OF LAND 60 FEET WIDE DEEDED TO THE CITY OF RENTON FOR BRONSON WAY BY DEED DATED JULY 30, 1923 AND RECORDED FEBRUARY 20, 1924 IN VOLUME 2122 OF DEEDS, PAGE 290, UNDER RECORDING NUMBER 1834063: TOGETHER WITH THE NORTHWESTERLY 10 FEET IN WIDTH OF BRONSON WAY ADJOINING ABOVE DESCRIBED TRACT ON THE SOUTH. WHICH STRIP WAS VACATED BY ORDINANCE NUMBER 754 OF THE CIT/ OF RENTON: (ALSO KNOWN AS LOT B OF BOUNDARY LINE ADJUSTMENT NO. 022-79). PARCEL C: BEGINNING 30 FEET NORTH OF THE SOUTHEAST CORNER OF LOT 6, BLOCK 12. TOWN OF RENTON, ACCORDING TO Hi[ PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS. PAGE(S) 135, IN KING COUNT/, WASHINGTON: THENCE NORTH 60 FEET: THENCE WEST 120 FEET: THENCE SOUTH 60 FEET; THENCE EAST 120 FEET TO THE POINT OF BEGINNING. SPECIAL EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0047776-06 DATED AUGUST 20, 2015 AT 8:00AM) I. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW ANO RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TD: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM TOGETHER WITH ALL NECESSARY OR CONVENIENT APPURTENANCES RECORDING DATE: FEBRUARY 9, 1995 RECORDING NO.: 9502090753 AFFECTS: A PORTION OF PARCELS A AND B LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH HAVING 5 FEET OF SUCH WIDTH ON EACH SIDE OF THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSfRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED. (NOT PLOTTABLE) BLANKET IN NATURE 2. EASEMENT(S) FOR THE PUflPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CIT/ OF RENTON, A MUNICIPAL CORPORATION PURPOSE: PUBLIC UTILITIES (INCLUDING WATER, WASTEWATER, AND SURFACE WATER) WITH NECESSARY APPURTENANCES RECORDING DATE: JUNE 13, 1995 RECORDING NO.: 9506130111 AFFECTS: A NORTHERLY PORTION OF PARCEL B LYING WITHIN A STRIP OF LAND 15 FEET IN WIDTH (PLOmD HEREON) 3. RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: STATE HOUSING ASSISTANCE GROUP AND: TCI CABLEVISION OF WASHINGTON, INC. RECORDING DATE: JUNE 27. 1995 RECORDING NO.: 9506170925 REGARDING: CABLE TELEVISION SYSTEM AND SERVICES (NOT PLOTTABLE) BLANKET IN NATURE 4. REGULATORY AGREEMENT (EXTENDED USE AGREEMENT) AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: CEDAR RIVER COURT APARTMENTS LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP """=;i(jff"=-.=--...---= AND: WASHINGTON STATE HOUSING FINANCE ,.COMMISSION RECORDING DATE: DECEMBER 18. 199S · ,,sc '"•" RECORDING NO.: 9512180441 REGARDING: COVENANTS. RESTHICTIONS. CHARGES AND EASEMENTS RELATED TO HOUSING PROJECT ON SAID PREMISES TRANSFER AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: EXECUTED BY: WASHINGTON STATE HOUSING FINANCE COMMISSION: CEDAR RIVER COURT APARTMENTS LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP: PACIFIC HARBOR CAPITAL, INC. (TRANSFEROR): AND LNR AFFORDABLE HOUSING INC., A FLORIDA CORPORATION (TRANSfEREE) RECORDING DATE: MAY 8, 1998 RECORDING NO.: 9805081817 TRANSFER AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: EXECUTED BY: WASHINGTON STATE HOUSING FINANCE COMMISSION: CEDAR RrlER COURT APARTMENTS LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP; LNR AFFORDABLE HOUSING INC., A FLORIDA CORPORATION (TRANSFEROR): AND STEADFAST AFFORDABLE HOUSING. INC .• A DELAWARE CORPORATION (TRANSFEREE) RECORDING DATE: DECEMBER 30. 2005 RECORDING NO.: 20051230001377 (NOT PLOTTABLE) 5. EASEMENT(S) FOR THE PURPDSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS GRANTED IN A DOCUMENT: GRANTED TO: COMCAST OF WASHINGTON IV, INC. PURPOSE: BROADBAND COMMUNICATIONS SYSTEM RECORDING DATE: AUGUST 10, 2005 RECORDING NO.: 20050810001912 AFFECTS: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTI HEREIN DESCRIBED. (NOT PLOTTABLE) 6. EASEMENT(S) FOR THE PURPDSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: COMCAST CABLE COMMUNICATIONS MANAGEMENT, LLC PURPOSE: BROADBAND COMMUNICATIONS SYSTEM AND SERVICES RECORDING DATE: JUNE 16, 2015 RECORDING NO.: 20150616000191 AFFECTS: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTI HEREIN DESCRIBED. (NOT PLOTTABLE) BLANKET It/ NATURE ITEMS 7 THROUGH 19 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR DETAILS ON THESE MATTERS. SURVEY INFORMATION: HORIZONTAL DATUM BASIS OF BEARINGS FOR THIS SURVEY IS ASSUMED ASSESSOR'S PARCEL NUMBER(S) AND SITE ADDRESS(ES): APN.723150-0965-08 130 MAIN AVE S, RENTON, WA 98055 APN.723150-0970-01 115 MAIN AVES, RENTON. WA 98055 APN.723150-1130-06 131 MAIN AVE S, RENTON. WA 98055 GROSS LOT AREA 42.214± SF. (0.969± ACRES) NARRATIVE THIS IS A FIELD TRAVERSE SURVEY. A TOPCON OS ROBOTIC TOTAL STATION AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS ANO EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. STRIPED PARKING: ( 17) REGULAR PARKING STALLS (1) H/C PARKING STALL SURVEYOR'S NOTES: 1. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS. 3. THERE IS NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL REFERENCE SURVEYS: 1. RECORD OF SURVEY, REC#200406049DQ001 2. RECORD OF SURVEY BY JACK ELLER ASSOCIATES, DATED 4/30/1970 3. RECORD OF SURVEY BY JACK ELLER ASSOCIATES. DATED 11/3/1970 LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) +{ SURVEY MONUMENT (AS NOTED) SECTION r;QRNER (AS NOTED) • SET .,REBAR/CAP (LS#45789) 0 FOUND, REBAR/CAP(A~ NOTED) . D SET 2"x2" ,HUB/TACK ·LINE STAKE 8 MAG/WASHER OR LEAD/TACK (AS NOTED) ~ ' BENCHMARK LUMINAIRE (LUM.) §,CJ YARD LIGHT . ¢ ORNAMENTAL LIGHT TRAFFIC SIGNAL LIGHTS I'] POWER METER -0-POWER POLE 181 JUNCTION BOX (AS NOTED) Ell TELEPHONE MANHOLE D CATCH BASIN (CB) IQ) STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) 0 CLEANOI/T (AS NOTED) [QI GAS METER " IXl GAS VALVE ~ WATER VALVE ('IN) " FAUCET .o.w FlRE HYDRANT(FH) / CONNECTION(FOC) EB WATER MANHOLE EB WATER METER -BLOW-OFF / AIRVAC ® MONITOR WELL JJ._ SIGN [> IRRIGATION SPRINKLER 6.. HANDICAP --,-- --//-- LL/LL (R#) (DH) (UG) (TIP) (C) (M) CHAIN LINK FENCE WOOD FENCE CONCRETE GRAVEL/SANO (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS REFERENCE SURVEYS OVERHEAD UNDERGROUND TYPICAL CALCULATED MEASURED FND MAGNAil IN co~c 2 03' .. E. ,OF' PROP•COf EXTRUDED CURB . " ;:i' . " (SEPTEMBER 2015) r~ss 3'5!f'W 120.oa: , , ::,, , : . ' "' ' . io d f, ., ''. 80NC S\EPS , VJ -,' -----------, I ;l 4J' ,, •! \4 30' VJ ~ <( z I s 4!.ol \ ! 'u; i "' ~ <O "' I<' I 0 "' f" -0 z TEL. VA ULT \ 1 1 'I \l•iI a i FND MONUMENT IN CASE 2" BRASS O~K W/PUNCH ON CONG P01T . SET 0.40" BE~OW GRADE (SEPTEMBER \15) \1( ~ YARD LIGHT KEYSTONE WALL Jh!J BENCH ,t, ''!\, ' tJ ,, NOT A PART ..... :. ·: ... ' .. c::::::::::::::· 4/ ?.1-. / / / _i_ I I / YARD LIGHT ,fill' 4 . ·e, TITLE .. PARCEL A / S· / 4 / / I I 9 / /5 / / SURVEYOR'S CERTIFICATION: TO: PACIFIC NORTHERN CONSTRUCTION WASHINGTON; --1----, I COMPANY. INC .• AND CHICAGO TITLE COMPANY OF .. ,~' ' 8 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LANO TITLE SURVEYS, JOINTLY ESlABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 2. 4, 7(A), )(81) 7(C), 8, 9, 11(A), 14, 16, AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 2. 2015. BENCH ,, l / / \_ " I. " .!, AIRPORT WAY S 2ND ST S 3RD ST RENTON, WA VICINITY MAP (N.T.S.) WATER VALVE (TIP.)/ JBOX (TIP.) I I / / / / 10 20 SCALE: DATE OF PLAT OR MAP \ FND MONUMENT IN CASE 40 1 "=20' C .2 ·" > • "' C 0. 0. 00 " -" u °' ID • ~ 0 Cl 0 z ,..... ~ >-w (_) > w Q:'. VJ =::) LL 2 0 U) '-5: -tj-- w "'-f-- _J ~ 3: VJ I-z <( I-w w I L(J 0 f- z w LL (.'.) <( 0 0::: _J -st" z 2 "'- ~ n U) 3: N u VJ <( w o_ -.......... I :;;:: <( f-f- I-LL _J 0 <( z f-o_ Q) +-' i- .. I..... 0 LL <i ti u (/) 11 " © C "' -~ © a :r: I- :::J 0 <Jl w :::J z w ~ 0 z N I'-- L(J N OCJ ~ u z >-z z 0:::: <( w o_ :r 1--2 0:::: 0 0 u z z u 0 LL I- -u u => <( 0:::: o_ 1-- (J) z 0 u 0 ~-co ON ·~ :II o- I ::e ~1 I;; " • C -" • u 0 • ~ .c Cl u X i;': N n N N 0 N OCJ OCJ N I'--m CD OCJ <( I I 5' L(J L(J N N r-=-U)m ZNN w ..,--tj- :,,:'.~~ z 0 f- (.'.) z - I VJ <( 3: LL 0 w f- <( f- VJ >-f-z :::) 0 u (.'.) z 'L z 0 f-z w 0::: Li... 0 >-f- u z w (_') <( :r <( 0 :z: <( 2 <( 0 -.......... u 0 u t' ~ ~1 ~ " © > 2 • 0. ~ a. 0 00 Cl (/) .w ('.) 0 z--> z "' zW :s (/) [l._ _J ~ Oz Zw :s ::,; z -o ('.) Q'. z--> "' z i:::jW z " -('.) ('.) z Z-we;:; _J > -"' 2: ::J 0 (/) C 0 0 > 0 C ill t-----..------,1 G'. C m .,-• t ~ 0 u FND MONU~ENT IN CASE LEAD PLUG W/DIMPLE IN CONC STEEL POSl, W/INVERIED NAIL IN CONC SET 0.86' BELOW GRADE ~ SET 1.10 B,LOW GRADE (SEPTEMBER 2015) ~ ([) .0 E ([) -" © -z • 0 I'---.c .0 (/) (SEPTEMBER'\2015) "" ~o ____ \.!',I'."" BRIAN D. GILLOOLY, PLS ~ L--------------------------------------------------------------------------=--------"°1\~-------------------_:W:A'.::SH::'.IN'.'.;G:_::TO:'.'.N'..:RE::'.G'._:IST'..'.R:'.AT'.;'.IO:'.:N~N'.'.:0'.:_·_;4'.:;63;_'.1:_5 _____________________________________________________________ 1 ____ J ___ _:=u~ 0 , .,-.,- ,,.,., >s, •. ,,.'' •· ' '.. . ', ... " ''". '. n I '° ., .. -, ' ,, .~,. ' '. . .... ,,, ,,.,,._ /'; / ,-,_ <. ) ,, -. , /' ,, ,, / /,. '/ ' ,Y ·., I f , '-<' ,' / '-.,,' •i. 7 /' ,' / ' /' '/' ' ' / / // /C<' '· ' -' /,;/ ';/ ·, .. ~~ '/: ,v~ ~: ' / ,;/ ,-) ', -/~/ '/;>-. __ / )'..' "(' ·, ~ ' '• , /S1:t,,01 / ' ' ',, ' ' ' " / /,·.' / ;_: ·;, ') / / '_/,/ / V c~ v / \AWCU T LI ~~. SEE ~ LAYOUT PLAN FOR ., ·/ DIMENSfONS ,-· 7 ,<;,Fr--,,:--~-,n1..-, -REMOVE EXISTING A CONCRETE ' 1 EXISTING SHRUB TO BE . REM OV ED , TYP. CALL 811 2 BUSINESS DAYS BEFORE YOU DIG /!.,,,> V ,::;, '} ' / /·. '.... ,<; ,!.,, ,· / ' REMOVE EXISTING FENCE, GATE, AND ARBORVITAE HEDGE (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) / ' • _.,.. •• 1 / ,/ / "T / / ' / ' ' / I , EXISTI NG TR EE TO BE REMOVED, TYP. ' / ' ' 0 1 ' / / / ~l-.·· ' --~ MATCH LINE -SEE SHEET L02 ------------- :,--:-> ',.-/ (,' , ' ' ' 1,/.r, ;, ~./ " / ' ' ' ' ~_,c ,' ' / ""'"rti'"'"-+--~"'fo"","/'., ·? !'.},., " \ , .. ' ; ' / . ,: j\ : :-:. ' I ·J - EXISTIN G TREE TO BE REMOVED, TYP. I ii i / /i " SAWCUT LINE ',, ,··-; ------,\-' _ _,-~~ -~-----~· .J_ -,-; 'if -. < .. :' ' EXISTIN G HEDGE TO REMAIN / ' ' ' I / / ' ,' ,' - SAWCUT LINE _r$;;,,,; •,"'I it C ' ,, ' ~0 -/ "d _,....-EXISTING SHRUB TO REMAIN I rr*+--*-'x-1-----REMOVE EXISTING CONCRETE , / / '. \_> '1 -,. ' ===== ... ~-,--"-'========== ·, - --f -' ' ' REMOVE EX ISTING WALL-MOUNT,;:. SIGN, REPLACE PER OW NER . ( ., _ REQUIR EMENTS DEMOLITION NOTES: DEMOLITION LEGEND 1. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES AND IRRI GATION SYSTEM PRIOR TO DEMOLITION. 2. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PA\,1NG, WALLS, DRAINAGE FEATURES, UNDERGROUND UTILITIES, AND IRRIGATION SYSTEM. DAMAGE SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE OWNER . 3. TREE REMOVAL INCLUDES ENTIRE TR EE AND ROOT STRUCTU RE WHERE LARGER TREE SIZE MAKES THIS IMPRACTICAL, TREES MAY BE CUT AT GROUND LEVEL AND THE STUMPS MAY BE GROUND IN PLACE WHERE THEY DO NOT CONFLICT 111TH PROPOSED IMP ROVEME NTS. 4. ALL PLANT MATERIAL, PAVING , AND OTHER APPURTENANCES TO BE REMOVED SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. DESCRIPTION PAVEMENT SAWCUT LINE REMOVE EXISTING CONCRETE PAVING. SALVAGE AND RE-USE AGGREGATE BASE WHERE FEASIBLE. EXISTING TREE OR SHRUB TO BE REMOVED EXISTING TREE OR SHRUB TO REMAIN REMOVE EXISTING CHAIN LINK FE NC E REMOVE EXISTING TREES AND SHRUBS (NOT SHOWN) THIS AREA BETWEEN BUILDING AND FENCE EXISTING SHR UB TO--~ REM AIN REMOVE EXISTING CONCRETE \~ \ v ,, \ t;._,,~l -,,_ i , (':) 1 ~ '.:-~; ~\ ~: , I l!-li-, -,,.' ' '',; ·\; ' -[, I ,. • I \/ \, I \ \~',, .. 'i \ ,. v· ,/ V \~ i .' ':, ' , ':, \~· i • > L ' I ' \ "'-' I '-• \ ', '(• , \ \, \ \ I '\ . \ REMOVE EXISTING _ __. CHAIN LINK FENCE ---,--'- '' I\ \'' I. ' ' ',' I ', ~ 0 · ,~ -,,------______,~-' '' ' \ ' 1\\ ' " "t:=!======t=~~----· --·-===•c:= ( 'I L ' .,)>--Z ' ) \ '-..... ... .. ... """(-.,i /I·, , :\ '#"----' REMOVE EXISTING , , CHAINLINK FENCE·&..,, GATE , 0 5 .,, 10 20 30 1" = 10'-Q" I ,, -\ ' \ \ u ...J ...J 0 ·-"'C ::J Ol ..-,IC en § <C ! ...J ~ ~ :::, ti ~ _, .C C ;:: Q) ctJ E Q) Q) a.. :t::' Cll -() C Cl) Q) "C "C ,:: C ra ra Mel vin R. Easter -RLA, ASLA STATE OF WASHINGTON REGISTERED ~27);k_ MELVIN R EASTER CERTIFICATE N0.398 Issue Dates R en z 0 -~ w 1- ...J <( I ~ ::> 0 u a:: w > -a:: a:: <( C w u Date t Desc . 05/27 /2016 1 CITY REVIEW C 0 -C Q) 0:: (/) (/) UJ 0:: 0 0 <( UJ 1- (/) ' PROJECT #: LA-1532 0 w >- iii r ~ CL ~ u _, _, 6 iS :::, >- (/) :s w I ~ ~ oo z·-o"C i=.3 <( <I) !:s<( :S...1 I o, >-" :::, - <( >-<O :::,-0 o :,:N !:::@ s ' "' >-~ as s (/) ~ 15 0 () <J) z -w i!: ~ LL - 0 "' ws <J) "' :::i '" .. I !i: >- ~ ~ "' 0 >-I CL >-8 ,': FILE NAME LA1532-L01-L02 DRAWN BY: CP/MB SITE DEMOLITION PLAN L01 CITY REVIEW -------------~--~-- CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) --/ / - / / . ---- ~ .' : ,; 1- ;,· ,.-"c<:, ,< /. "",,;.>, / / / -!.-'··"" /• ,,., ~>-., "·· .. / V •, ' '"_·. '·, "-· . " / / / " .<-• • / /' ,· I ,··, ,:_'• ··-'_! : / . • / / / / / . •' / / y ~-----------MATCH LINE -SEE SHEET L01 / / • / / EXISTING SHRlfB TO BE REMOVED, JYP. / / / / EXISTING TREE TO BE REMOVED, TYP . • -- / • jv / • Oo . 0 0 0 I I \ EXISTING TREES TO REMAIN REMOVE EX STING CHAIN LINK FENCE --------- SEE SHEET L01 FOR DEMOUTION NOTES AND LEGEND ~-- 0 5 10 20 30 f' = 101 -0" (.) ....I ....I 0 Q) ~ ·-::::, -c -0 Q) -:J -.c C 0) 0 Q) ....., ~ E C ro en Q) C Q) C Q. "" <C ro ro -C Q. 0 Q) (/) 't:I 't:I 't:I ...J C C: C: <ti <ti <ti Melvin R. Easter -RLA, ASLA STATE OF WASHINGTON REGISTERED ~ 0 (/) ,_ w 0 0 "' "' C "' 0 " -"' > co 0 <( 0, N 'O <( co ~o5 0 N "' -0 N~-;,; O W l' C N :!:::' Cll 0 ,n O W ~ -ww 0.. ~2~ MELVIN R EASTER CERTIFICATE N0.398 Issue Dates Rev. Date Desc. 05/27/2016 Cl1Y REVIEW U) z 0 -I- ~ w ,.._ I-l!) 0 ..J co a, < 0.. <{ I s: (i) I 0:: w C I-0 z ->- ~ C 0:: Q) <( Cl'. (L ::, oo -WO 0 (/) >-"' -w 0 Q) :a:,_ -(.) ::J 5 0 > "' <{ (i) (i) ' >-. -"' ~ C z <( N ·m UJ "' ::a:z "' w 2 >--"' 0:: 0 ~ > 0 <( =' (') (L ::, x -~ <( '° <( ~ i::-:t-w-j:'.:_LL (/) z~U)e0~ ~ (/) '50~~2 w :JOz <:( ~ Cl'. <( Q_ a:: w s C'? Cl a.. w > (',J Cl <(~<C0..:(0 C <{ -0:::I:Ji.n a:: 0:: t-::l ~ w w ~<C~< I-:;:0->-.. (.) (/) ilJo:JI OON0...0... PROJECT #: LA-1532 0 w !:: "' :i: 0 0:: a. !!2 u _, _, 6 i'5 ::, >-(/) <( _, w I >-0 IL cJ OQ z·-o"O -::::, ,__ <( tJ) !:o!<( is..J I a, >-£: ::, - <( >-<D ::, -Oo IN !:: Qi s "' >-' zZ -w s (/) ~6 OU if) z -w i'.: I: IL -0 0:: ws (/) 0:: ::, w .. :,: ,_ ,_ I,-S2 ::, 0:: 0 >-I a. ,_ o-OS FILE NAME: LA1532-L01-L02 DRAWN BY CP/MB SITE DEMOLITION PLAN L02 CITY REVIEW •· <· / . . . ''• l' / / / / / // /. / • ... ,~/ c. / /. / . /, / .. / / / / / / / // / / / / . . / ' // !/ / / 7 / '· ~.: '"' ·v~/ '·{ ·;,· MONUMENT,..· -" SIG N 6 L10 / , \/ '; .· ..,-~. / / •/ / / / / / /I . / 7--· / / ,/·./··., "V 'C", '/' J", •• . '? . ' ,1 "°I /.,. ' / EXTENT OF NEW CONC .. PAVING, SEE DETAIL _2/L11 .,: / ', / "' ="'=== 3'-6" '>/ • I 21'-7" 25' -1" 0 --.... ----- / - / / / / / / . . · / '/ '/ // . . ,.' / \ / . . ' .// 12' -, --BENCH -SEE SITE FURNI SHI NGS LEGEND ON SHEET L04 CRUSHED ROCK SURFACING: 2" DEPTH 3/8" MINUS OVER 2" DEPTH 5/8" MINUS FIRMLY COMPACTED 6" HIGH EXTRUDED CONC. CURB 2 TRASH ENCLOSURE L11 t· I I . . i / / / / . /) //! /,/' i. ,(/ . -,' / // _, // j<J --~1 -··-·-·--- .,,. ,· / '/ ,/ . . "'/ 22· / '/ -/ / / •/ / ~--/ // ' • / _ _J / / .. ';,-'.._ / / / 4' -6"H VINYL FENCE / / / • ' V / / • • @ ALL PATIOS FAC ING PARKING LOT r·c. --. [ --_ .... __ ______ 1-...., BRONSON WAYS. -;:.· ' • • .. 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 L-------------------------J ENTRY COURT LAYOUT PLAN · SEE SHEET L04 ----,r----,--____ ,;_ ·..i;··-----.,.._;;...,.==---··- ' i i ' j ---------- f--, I I -: / \ .. :·-;'" /.. ,-. / END 5'-6" VINYL FENCE _,.-- 2 LlO \ l . " . -, .. /• j 'h-' ,-,. ____ ....;..;;.\J-) '" ','t CARPORT NO TE : CARPORTS SHALL BE 4-PDST STYLE WITH FLAT •.ROOF BY CARPORTS OF WASHINGTON, INC., BUCKLEY,'\ WA, TEL. (253) 862 -7556 , WW.CARPDRTSDFWASHIN~TON.CDM. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO PROCUREMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS . ..,;..------------------;"A,-:" r----- I I I I I I \1 I I I I I 1, I I I I I ) I ' '\ \', I I ; \'; \" _._. '. . ,_; ·'.' : . ·. --. I I, ·-·.. I I I \ • . \\ ~ : \\ I I , . . '; ~-, . . . . . ___ , ____ ?---~-, :, • I 1,. I '· I I \\ I \ I ' ~-.... ~\; ' \ \ ' I ' I I I : I , I I I I , I ; I '1 I i. 11 1 I . ·r I I I I ~ ' -'. \ . L----~~------------~J _i, PATIO LAYOUT PLAN -SEE SHEET L04 0 5 10 20 3/32" = 1' " ,; ' ~.,, ' .. .(_,.,., 30 /''-' '/ ____ ,, ' " J ~.:, BEGINNING 5' -6"H ViNYL -FENCE (_) _J _J 0 ·- Ol C C C co Q_ "C C: "' e:i ::, u ~ +-' .C C ~ Ql co E Ql Ql 0.. -~ co c () Ql (/) "C "C C: C: "' "' - Melvin R. Easter-RLA , ASLA STATE OF WASHINGTON REGISTERED s ro "' ro o g g: N <ri 0 N ~2~ MELVIN R EASTER CERTIFICATE N0.398 Issue Dates Rev.1 Date Desc . ---t------ Cl) z 0 -I- ~ w 1- .J <( I I- ~ :::> 0 (.) ~ w > -~ l:t: <C C w (.) 05/27/2016 CllY REVIEW ,_ LO 0 a'.) 0, if) if) UJ a:: 0 0 < UJ 1- lf) 0.. :,: rn "' UJ z lie <( a. PROJECT #: LA-1533 FILE NAME: LA1533-L03 DRAWN BY : CP/LP OVERALL SITE PLAN L03 Cl w f- in :i: ~ a. U) () ~ ~ 0 ci => t;; :'S w :,: I-u "-j oo z ·-o"O >'~ ;:S (/) ~~ :,: " I-.c :, -<( I-"' :, -Oo J: N t: @ s . C) I- ~ tti s U) <( z "' 0 0 () U) z -UJ ~ I= "-- 0 °' UJ s rn °' :, w ~~ :,: 1- \2 :, °' 0 >-:,: g, t: us I ... I ___ c_1_T_Y_R_E_v_1E_w __ __, SITE FURNISHINGS LEGEND D II 11 11 I 11 Do DESCRIPTION OLD TOWN 24"X60" FIBERGLASS PLANTER POT MOD EL #RL722424 -CHOCOLATE / MADE FINISH OLD TOWN 24"X24" FIBERGLASS PLANTER POT MODEL #SL2424 -CHOCOLATE / MADE FINI SH BENCH: FAIRWEATHER SITE FURNISHINGS PLAZA SERIES STEEL BENCH, 6-FT. LONG W/BACK AND HORIZ. STRAPS, MODEL NO. PL-3H, POWDERCOAT FINISH, SURFACE MOUNT, COLOR: WALNUT BROWN OUTDOOR FURNITURE BY OWNER PORTAB LE GAS BARBECUE BY OWNER C 7'-6" ~ 1 1 WATER FEATURE -----------, BASALT COLUMN PONDLESS FOUNTAIN BEACH PEBBLES (3) BASALT COLUMNS CALL811 BY: CASCADE STONEWORKS, SEATAC, WA -(3) RED BLUFF BASALT COLUMNS, ±15" DIA., 2', 3', 4' HT SET IN CONCRETE BASE WITH 1500 LB. FOUNTAIN BASIN R-47 -TW FOUNTAIN PUMP, 1200 GPH, WITH ALL PLUMBING ACCESSORIES -2-3" BAJA SUNBURST BEACH PEBBLES, 4" DEEP MIN . -LED WARM UGHT S 3-PACK, 12V W/TRANSFORMER, 4.8 TOTAL WADS -AUTOFILL OPTION WITH ALL REQUIRED FID INGS WWW.CASCADESTONEWORKS.COM, PH. (206) 737-8364 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATI ONS ARE APPROX.) ---·· ••• -,··· --,v - LOCATE WATER FEATURE--- MECHANICAL EQUIPMENT BEHIND WALL SURROUND WALL SURROUND @ BARBECUE 5 CONCRETE CURB 4 LlO HIGH VINYL FENCE WATER FEATURE: BASALT COLUMN PONDLE SS FOUNTAIN -SEE SITE FURN ISHINGS LEGEND j OUTDOOR FWRNITURE TO BE PROVIDED BY OWNER ----- I I 2 LlO BEGINNING 5' -6" VINYL FE NCE GAS FIRE PIT 2 LlO REPLACE EXISTING CHAIN •·) UNK FENCE WITH 5' -6" _. __ ..,,/: ··.· ·-· .,_' ·-•• 13· -1 o" OUTDOOR FURNITURE TO BE PROVIDED BY OWNER, TYP. 4' -6" VI NYL FENCE ' N I "° 1 ' "' I "' LlO 2 LlO I / MEET AND MATCH EXISTING ----t,.• (. ,, CONG. PAVEMENT ,/ './ > Lll 4'-7" (2) POR TABLE BARBECUE BY OWNER __ ..... • • 1s'-7" 4'-7" ' .,. I "' / --, I I I I I , I )<. -::=:l=;-i ,f•. I I--/ 0) I > I : // / I / ,/ ' "' I co / -~: k:1 -- ~~' 2 ..=..',, "... -~.-/ / CONC. PAVEMENT 1 PAVILION WITH 4'X4 ' 1 / 4"R TOOLED SCORING PADERN @ 45' ANGLE AND INTEGRAL COLOR "SEQUOIA SAND" BY DAV IS COLORS, PROVIDE SAMP LE FOR OWNER APPROVAL Lll SOLARIUM 0 ' <O I .,. !---CENTER ON SUDING GLASS DOOR 1 LlO CONC. PAVEMENT WITH 1'X1' 1/4"RTOOLED SCORING PADERN @ 45' ANGLE AND INTEGRAL COLOR "ADOBE" BY DAVIS COLORS, PROVIDE SAMPLE FOR OWNER APPROVAL 1' FROM WALL TO POS T CENTER I t i':~::, '~'\;W, ;"' '"° '"'" I I I I I I I 6" DEEP 3/8" CRUSHED ROCK SURFACING (5) COMMUNITY GARDEN PLOTS. GALV 20 GA. STEEL TROUGH, TYP. MODEL #: RE228 SIZE: 2'W X 8'L X 2'H PHONE: 1-(800) 447-2751 3 STEEL PICKET GATE LlO PATIO LAYOUT PLAN Scale: 1/4" = 1'-0" . (2) BENCH -SEE SITE FURNISHINGS LEGEND ( 1) PLAN TER POT -SEE SITE FURNISHINGS LEGEND 11 ' CONG. PAVEMENT WITH 4'X4' 1 / 4"R TOOLED SCO RING PADERN @ 45 ' ANGLE AND INTEGRAL COLOR "SEQUOIA SAND" BY DAVIS COLORS, PROVIDE SAMPLE FOR OWNER APPROVAL 1 L10 (2) PLANTER POT -SEE SITE FURNISHINGS LEGEND ' N I "' / ",,, _,,// / . . / 11'-6)( MEET AND MATCH EXISTING CONG. PAVEMENT -I "' BLDG. CANOPY -SEE ARCHITECTURAL PLANS ( 1) PLANTER POT -SEE SITE FURNISHINGS LEGE ND l+-------11------(1) BENCH -SEE SITE FURNISHINGS LEGE ND 2 4' -6" VINYL FENCE LlO "-EXISTI NG BU ILDI NG ENTRY DOOR 1 LlO CONG. PAVEMENT WITH 1'X1' 1/4"R TOOLED SCORING PAD ERN @ 45' ANGLE AND INTEGRAL COLOR "ADOBE" BY DAVIS COLORS, PROVIDE SAMPLE FOR OWNER APPROVAL ENTRY COURT LAYOUT PLAN Scale: 1 /4" = 1 '-0" (.) ....J ....J 0 Q) ~ ·-:, ""C -() Q) -::J E -C: () Q) +-' D) ~ E C ro (J) Q) C Q) C: C. "" <( ro ro -C: C. () Q) (/) "C "C "C ..J C: C: C: "' "' "' Melvin R . Easter -RLA , ASLA STATE OF WASHINGTON REGISTERED , 5 a 0 (/) • a ro C co • -> co < a, 'O < ~oS "' -ON~ 0 • " N ·"!: ro "' 0 • -(/) (/) md/:~ MELVIN R EASTER CERTIFICATE N0.398 .._ 0 "' 0 .; 0 N 0 0 N © C 0 .c 0. 1 Issue Dates I I I I Desc. 05/27/2016 CITY REVIEW "' z 0 -I- ~ w ..... I-l{) 0 .J 0:, cr, <( Q. <l'. ~ I (/) a:: C w I-0 z ,_ -O:' 0::: C Q) <( 0:: Q. ::::> oo WO 0 (/) ,_ "' -w 0 Q) ::; ,_ -u :=i 5 0 > (/) (/) "/ <l'. ,_ . - 0::: z <( "' C N ·ro we, co ::; z w ~ ,_ -"' a:: 0 ~ > 0 <( =' ("1 Q.:::, x -~ <( aJ <( 0::: ··f-UJ'<f-LL (/) ,_ a:: .._ z::>UJ('")...- 0:: (/) .c:i:owg;;g w u () :::::i I.() 0:: ::i Z<(,,!. <( 0 a..o::ws(") 0.. W > N C 0 <( 2:: <( a...· cry <l'. --.. 0:: I ::J LD 0::: 0::: I-....J N w UJ w t-.. ....J ._, I- z<t:N<( u ~o..,... >-.. (/) W o=:J I OUNO.Q.. PROJECT #: LA-1532 FILE NAME: LA1532-L04 DRAWN BY: LP/ME PATIO & ENTRY COURT LAYOUT PLAN L04 CITY REVIEW 0 w ,_ ro :i: 0 a:: 0. !!2 u ~ ~ CJ ci :::, ,_ (/) <( ~ w I ,_ 0 "-cl OQ z·-o"C -:, ~ti -< ~.J I o, ,_ .c :::, - <( ,_ "' :::, _ Oo IN t:@ s . 0 ,_ zZ -W s <JJ ci:6 OU <JJ z -w F'= t:: u_ -0 a:: ws (/) a:: ::, w ··I !;; ,_ 0 ,_ -:::, a:: 0 >-I Q. ,_ o-u 5' ··/. /' / '· 7 / -1 ,,,,,/ ,/// / /~~/// ,,,,,"' /// / / / / / ·-:;' /,/ ,/·/'' / 7 ,, /// .· // / / / . , \,,./'/ '<v / '·/ ,. _.////~ .· -(.) / I <,;t ,_ 9 "-.] / ,,,,,/' /// / , .. , /,,/':/'<< / <;J' /,/ ' / \> • / '\ ·-------------------- / / / / / / / / /// //// ,. :I',,, ,/® ///:~/ ,,/ ·-.V ,,// ,. /// ,,/'// "1 / / / -· ,,,,,"" /,// / ,,,"' / ,. ,,,,/" ,,,,,' //~ / / / !, / ///// () ! ,,/ ., ,,,,,,,,. /·/,/,/ ,,,,," 7 V .// ,\/ .. <' / / / / . /, / SINGLE ROW·OF <7 /• >GROUN D_;¢ER /~~~~,:'-<;-;!>-<. ~; • ... ·.J __ _ / / / / TWO ROW S Of ,GROUN DCOV ER -,~----~ / / / . // /"" ~. MATCH LINE -SEE SHEET L06 ------------ / / / . . . ' ,/ \ . //// // ,,// // // ' / ' / -' _, ,/ TWO ROWS OF ----_ •GRO UNDCOV ER , ,7 EXISTING CONC. PATIO , TY P. EXISTING CO NG. PATI O, TYP . S::.7 ~-~-------'""' ' ' ,·; --··-·; •. //// / / //// INSTALL '•PLANTS 3' MIN. FRO M UTILI TY CAB INET -q EXISTI NG HED GE'' TO REMAIN CANO PY OVERHAN G, SEE ARC H. / , .. ~".-I - I .;~1;8:8-: . · , ' 7 ~- 1 <(;-,./',.. r;.r-...:-_J +' f',J J _j_f 1 1 _J _ _J t _r:__r r_.:.J 1 '-+--+-+ ,, / 7---EXISTI NG UTILITY CABI NET _ _.,_,,,___ EXIST IN G HYD RAN GEA SHRUB TO RE MAIN '-/ ,. \ EX ISTING RHODODEND RON SHR UB TO REM AIN ------- I • I I ,, )( I ..-, V \ '-\, -, 1--, {I' ' , .. , ......... ,, . ' .~~J \_J , ( ··· .. ;," ·z."' / ,, :~~a;;s ~ : -. .. . . . . , -. . . . . . . -. . , . . -.,, '> ~-. . . ~_ .. :/ \ t-G<(''· r,_J ,-GI~~-(~,c·"",,,,~"."~::'J'-'J_"", .;;;'.~=_;~I ~~-~ ~·-err; .s-~~,.-C .. r'._f:,.:..:·..;.,'·;;:.;---"'....:. --------------'i ll ·-----·-F, -------------,. --, '.f7 r· -""""' -. r,:·-;:. 1-, , "' ,_ , .c, \\ . : , ., " •-'i )-~· " *4 . ' EXl~TING 4'H BRICK /WALL EXI STING SIDEWA LK ,, ' ' ,, • •V q \ ',,,, .. ~::::::d ====~===~""¥l~./~=~P=,/=========-:1::· ========·:;,:;=· ==""=··====::':-::c::· =========v=========~"r =i====================~==·=··;,==~============'-"==· ======== .. ;:,,==,==::::::3'::E:::::::::::::::::::::::::::::::::==::::::=='=~l:f.====:::========:::::::::::==::::::=========:·====::::::====\>::,,.======:::::::::::==:::::========:::::::=,-·-==· ======::::::=='=='===========::::::=='sr~;=============='==·======================··=· ========r:::i=:;1~,-/ ,,__ ··-· ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------r--'..----------------------------7~~ ----------------------------------------------------------------------------------------------------------------------~~--'>... -------------------------------------------------------------___ --~J ---------------------------. ~ ' 0., L___c '-·· I CALL 811 2 BUSINESS DAYS BEFOR E YOU DIG (UND ER GROUN D UTILI TY LOCAT ION S AR E AP PR OX.) BRONSON WAYS. 0 5 10 1" \ ' · rs:1i 'c!,h'{ ?, ). 20 30 ~ 10'-0 " = u _J _J 0 (l) ... ·-:::, "'C -(,) (l) -:J E -C (,) (l) +-' Ol ... E C ro C/J (l) C (l) C CL "" <C ro ro -C CL (,) (l) rJJ ., ., ., ...I C: C: C: ca ca ca Me lvin R. E aster -RLA, ASLA STATE O F W ASHINGTON R EGISTERED '§ 0 U) w J "' C "' w -> "' .,: "' " .,: ~o~ "' -. oN..£:1 0 <1);::: N ."':::' ro "' J w -U) U) m;~AA~ MELV IN R. EAS TER CERTIFICATE N0.398 Issue Dates Rev . I Da te Desc . 105/27 /201 6 CITY REVIEW en z 0 -I- ~ w r-- I-LO 0 .J 00 (J) < ~ I I-C 0 -0:: C (l) :::, a:: . 0 (/) <D CJ > <! 0:: C ro w ~ > 0 {') -~ 0:: (f) 0:: (/) w a:: < 0 C 0 <! w w I-CJ (/) PROJECT #: LA-1532 FILE NAME: LA1 532·L05·L06 DRAWN BY: CP/MB LANDSCAPE PLAN LOS CITY RE VI EW .... 0 "' 0 " 0 N 0 0 N w C 0 L 0.. CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) / / / / / / J i y r / ' ' '/ ~ / ' / / • ' ' ' 'v ' / / / )/ ' // ' /,( ' . '( / / ' -/ ' / * ' // ,, / '</ EX ISTING HYD!sANGEA----'-,---, '-SHRVBS TO/REMAIN ' .. / ' " ,/ ' ' ' ' -----------MATCH LINE -SEE SHEET LOS ---I \ Ii_~ I I I ,_J\-----r---;:__:~-EXISTING TREES TO REMAIN --·--------- ' \ 0 5 10 20 1" = 10'-0" 30 (.) ....J ....J 0 Q) ~ ·-:, "'C -(.) Q) --:::, :c C: Ol (.) Q) +-' ~ E C: ro Cl) C: Q) Q) C Cl. -:;::; <C ro ro C: Cl. (.) a, "' "C "C "C ..J C: C: C: "' "' "' Melvin R. Easter -RLA, ASLA STATE OF WASHINGTON REGISTERED ~~7);J;_ MELVIN R. EASTER CERTIFICATE N0.398 Issue Dates 1---~-------- 1 Rev. Date Desc. 05/27/2016 CITY REVIEW 0 en w f- cii z :c 0 0 a:: a. -'!2 I-(.) ~ ~ <C 6 ix: 0 ::, f-w (/) r-'.':i I-lI) 0 w .J 00 :r: 0, f-u u_ cJ <C <( a. oo s I z·- (/) o"C I a:: -::, !;:-C: UJ I-z N (/) 0 f-~:5 -ix: C: a:: Q) <l'. :r: Q) 0::: a. f-,:: ::::> oo ::, --WO <l'. 0 <f) f-"' f-"' -UJ 0 ::, -ai 2 f--Oo (.) ::J 5 0 I N > "/ !:::@ <( (/) "' f---s "' ix: C: z<i: N 0 >-' 'ffi WC) io zZ 2Z -W w ~ I--"' s (/) a:: 0 '.':!. a! 15 > 0 <l'." (") a. ::, x 0 (.) -~ <l'."' <l'. U) z ix: ··1-u.f"<l"LL -w <f) I-0:: .... I:~ Z=,U)<0"r" u_ - ix: <f) c)o~~§ 0 a:: w :JO z <::( ,..!. ws 0::: (/) rr: <C 0 ll. a::: w 5 {"') ::, UJ ll. W > N .. I C 0 < :=: <i:: o.." M j: f- <( --ll:'.I:Jin 0 f-0:::o::f-_JN -::, w w UJ I'-.. ....J .____ a:: 0 I- z ,:;( N <( >-:r: 50->-.. a. f- (.) <f) Wo::>I 0- OUNO...ll. us PROJECT #: LA-1532 FILE NAME: LA1532-L05-L06 DRAWN BY: GP/MB LANDSCAPE PLAN L06 CITY REVIEW FIN . GRADE/rap OF MULCH 2-1/2" BELOW PAVEMENT 2" DEPTH MULCH \ 1/4"R TOOLED EDGE \ 2" TYP. NOTES: 4" DEPTH CONCRETE 1. CONCRETE SHALL BE CLASS 4000 PORTLAND CEMENT CONCRETE, SLUMP RANGE 3" TO 5", COLOR : NATURAL GRAY. 2. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO LINE OF TRAFFIC (EXCL. PATIERN FINISH AREAS). 3. PROVIDE EXPANSION JOINT WITH PREMOLDED JOINT FILLER WHERE PAVEMENT ABUTS BUILDING OR CURB. 4. CONTROL JOINTS SHALL BE TOOLED 1 / 4"R WITH DEPTH EQUAL TO 1 / 4 THE PAVEMENT DEPTH (1" fJIN), 12' MAX. SPACING, LOCATED ON SCORE PATIERN LINE. FOR DECORATIVE SCORE JOINTS DEPTH IS 1/ 4". FILL ALL JOINTS WITH APPROVED JOINT FILLER UP TO RADIUSED EDGE. JOINT FILLER COLOR GRAY (MATCH CONCRETE). 5. SEAL CONCRETE WITH DAVIS COLORS W-1000 CONCRETE CLEAR CURE AND SEALER OR APPROVED EQUAL. APPLY PER MANUFACTURER'S RECOMMENDATIONS. <O I cf) I "' PYRAMID J POST CAP r 2"X3-1/~TOP RAIL I'> ' . \_ 1-1/2"X5-1/2" . ::,e . . 0 . I f " z BOTIOM RA IL : I ( a N ,LJ 1--CONC. FOOTING ,LJ . . J 1'¢ J NOTES: 1. FENCE MATERIAL SHALL BE VINYL (PVC). 5X5 POST, SPACING PER LAYOUT PLAN AND VENDOR RECOMMENDATIONS FENCE PANEL WITH 6" SLATS, NO GAPS 2. FENCE MAKE, MODEL, SPECIFICATIONS, AND DETAILS SHALL BE APPROVED BY OWNER PRIOR TO PROCUREMENT. 3. FENCE COLOR SHALL BE TAN OR AS OTHERWISE APPROVED BY OWNER. i i LDG. FACE ''fa t BRICK B ; ' • MONTAGE ~ AIL, ;! 75"X14 GA. 1-1 /2" PLUS R 1.5"X1.4 s GATE P 3" SQ. OST, X 12 GA. PRIGHT, GATE U 1-3/4" SQ . X 14 GA. PICKET, 3/4" S Q. N X 18 GA. BOX HINGE WELD 0 FASTEN BUILDIN BRACKET TO G FACADE z ::,e ,,., • ;) r .. • * L z :::. ' . . 2" HINGE CLEARANCE 4'-1 1;2·· 1' 10 i i i n n n n n n n . LI . 4.675" O.C. ' I I . · ' FINISH GRADE - .' •• .I I · . u ' ., ELEVATION 3" LATCH CLEARANCE +l a ... ' ,,., "' 11 r ~,-r--. • ' I I I .... . . ::,e 0 z ·11 "' . u . :Li '; I FASTEN BRACKET TO TOP BRICK COURSE I ~ a "' I KEYED LATCH -COORD. WITH OWNER FOR SPECIFIC KEY REQUIREMENTS I~ '-st- EXISTING BRICK COLUMN NOTES: 1. GATE SHALL BE MONTAGE PLUS CLASSIC 2-RAIL STEEL ET, APPROX. 4' -6" HEIGHT BY AMERISTAR, PH. 8-333-3422, WWW.AMERISTARFENCESEATILE.COM, OR OVED EQUAL PICK 1-88 APPR 2. GATE SHALL BE SELF-CLOSING AND LOCKING. 3. GATE TO BE EQUIPPED WITH KEYED LATCH PER OWNER REQUIREMENTS. CONTRACTOR TO SUBMIT PROPOSED EQUIPMENT AND INSTALLATIO N REQUIREMENTS FOR OWNER APPROVAL PRIOR TO INSTALLATION. COORDINATE INSTALLATION WITH BUILDING IMPROVEMENTS CONSTRUCTION. ~ CONCRETE PAVEMENT ~ VINYL FENCE ~ STEEL PICKET GATE SCALE: 1" = 1'-0" J~i~1------ '11_ __ l-BASALT COLUMN 1 ( WATER FEATURE, i-FACE OF \ ' EMBED IN CONCRETE 7 " CURB ,«--~..-2-3" BAJA SUNBURST fR 6" I' I BEACH PEBBLES, 4" I DEPTH TOP OF ~ I I CONC. PAV ING MULCH ' <O // c1, "«> ! ! ' T I I I .I... I I I I! 11 : ~h'i';/f-:CJ(.[~JJ_Y )'f.Jf.T} 11 ~-r--""T-.. ~-i I 1 ·==i I i==·i 1 ~ ,,)¢?/J-~t~9~~~m"":i~~~if:. 1--I ----I ,i -i 1 1 1 11 .. . . ' I -I 1e-r-.-l _ -----,l 8" 7' PLAN SCALE: 1/2" = 1 '-0" NOTE: CONTRACTOR TO VERIFY INSIDE DIMENSIONS TO ACCOMMODATE TWO PORTABLE GAS GRILLS 7' SCALE: 1/2" = 1 '-0'" PRE CAST CONG. CAP, 3"X10"X23 -5/8" MAX. LENGTH, 4000 PSI CONC., TYPE Ill CEMENT, SMOOTH FINISH, MITERED CORNERS ·=r=-F ~~1:L-_~ .. -~~CIL-~-~1,L_-· ~_±cc_'li.-~.cc"_ _,.,..I ___ _,_ ___ CMU WALL, RUNNING BOND PATTERN, GROUND FACE, ,_ -·· L __ J[_JC JI --CMOULTOUARL: RMOASTEERBIARLOS)WN (BY --=-,e_~[-1 I _ r j _I ELEVATION A FINISH GRADE 1 -CONCRETE FOOTING _J CONCRETE CURB@ WATER FEATURE ~ WALL SURROUND @ BARBECUE SCALE: 1" = 1'-0" SCALE: 112" = 1 '-0" 4"-6" 1 '-2" ' N t 1' N ' 4'-2" ....._ -1 o" - --SIGN PANEL BY SIGN ----1 VENDOR (LIETTERING & LOGO ON EAST SIDE - a 0:, I "' 15 s"" ! 5" ~ I I I I CONFIRM TEXT WITH OWNER PRIOR TO FABRICATION) CONG. BASE FINISH GRA DE r -_J_ -----------------_J_ -, I I I I L---------~;~;-------c~~C (f.ASC El fYATION) SECT. FOOTING ' \ MONUMENT SIGN ' SCALE: 314" = 1 '-0" a 0 I N 1 '-6" 4'" _,,-,,:- 1 i ! . 111 ··· r 4 ' =111 =111 ° I I I <l 4" a 0:, I in ' (2)#4H AT TOP "' FINISH GRADE 1 I= #4V AT 12" 0.C. -=I I EA FACE W/HOOK I , INTO FOOTING 8" I ,.---,c a 0 -. _ _J, L.'... C--. -.&.,)-....... ..a. -3. " CONC. FOOTING 2·-10" SECTION ., #4 @12" O.C. EA. WAY SIGN MATERIALS: SIGN PANEL: PAINTED ALUMINUM DIE BOND CONFIRM COLORS WITH OWNER LOGO & LETIERING: WHITE ACRYLIC PUSH-THROUGH BACK -LIT LED* * CONTRACTOR TO CONFIRM AVAILABILITY OF POWER FOR BACK LIT LETIERING AND LOGO. IF POWER IS UNAVAILABLE LETIERING AND LOGO SHALL BE WHITE REFLECTIVE . SIGN CAP SIGN ' <D a I o . - CONG. BASE 5 '-0" ,--------------, I I I I -+---1--+-L -, -------------_J~-+--+----'«- 5" 4'-2" 5" SIGN MATERIALS: SIGN PANEL: PAINTED ALUMINUM DIE BOND, CONFIRM COLORS WITH OWNER LOGO & LETIERING: WHITE REFLECTIVE BASE: CAST-IN-PLACE CONCRETE , NATURAL GRAY (NOT SHOWN) Wl 2'-0" 2'-0" 'I SIDE FRONT SIDE BACK SIGN 'D' ~ MONOLITH SIGN SCALE: 314" = 1 '-0" 1 o" ' 1' ' ,,., , . r I+ 1 " ..J_ TYP. 7 5/8" ' ~ I. ... I+ I ~ r FINISH [,I PAVEMENT ·1 I H- N I ' I, . ' . 0 · 1-....:~ -t • . ' L 2 1 SEQIIO~ A ' 3"X10"X23-5/8" PRECAST CONG. CAP, 4000 PSI CONC., TYPE Ill CEMENT, SMOOTH FINISH #4 VERT @16" 0.C. W/8" HOOK INTO FOOTING GROUT CMU VOIDS, TYP. 8X8X 16 (NOM.) CMU WALL (2) #4 AT TOP AND MID-HEIGHT (3) #4 BTM u _.J _.J 0 QJ ·-~ ::, "'C u QJ :J "" -.c C CJ) () QJ .._, ~ E C (1) en C QJ QJ C Q. :!::' <C (1) (1) - Cl. () C (/) QJ "'O 'C 'C ..J C: C: C: ftS ftS ftS - Melvin R. Easter -RLA, ASLA STATE OF WASHINGTON REGISTERED '§ 0 if) w co " co C -w > co < "' t> < ~oS "' -. 0 ('I ~ 0 Q).::: N .-t= ro "' " w -U)V, ~2f};L MELVIN R. EASTER CERTIFICATE N0.398 .... 0 "' 0 -1 0 N <o 0 N <1i C a ~ <L . Issue Dates I Rev +-Date ~_D_e_sc_. __ _ I I 05/27/20 16 CITY REVIEW I I D UJ CJ) f- iii z j: Q 0 a:: a. -~ I-() ..., ..., <( o· ct: 15 ::::, f-w (/) t--<( I-l!) ..., 0 w .J co I 0) f-u u. j <( ~ a. oo I z·- (/) o"O I a:: -:::, >-.... C w r'\ (/) I-z 0 f-~:5 -ct:: C o:'. QJ < I a, Ct'. a. f-.c :> oo ::::, -wo < 0 (J) f-'"' f-"' -w 0 ::::, - QJ :;; f--Oo u ::J 5 0 :,:N ~ "' !:= @ Cf) U) ' f-. -s . z< "' ct:: C N 0 f-"iii wo -zZ :;; z "' -W w 2 f--"' s (/) a:: 0 ~ <( z > 0 < c! 0:: 0 ('") <L ::::, ~ 0 () -~ < a, "' z ~ ··1-w"~LL -w If- (J) f-a:: .... f-f-z :::JU)(") 0 ll. - ct: (J) c}o~~~ 0 a:: w ::JUZ<(~ w $C Ct'. "' 0:: <( a.. D::'. L.J.J s ("') ::, w 0 o.W> .N ··I 0 <l'.;?:.:t:O..:cry f-f- C <( --..0::I=>I.O :r: f- 0:::: n::: 1-:::l N S2 ::::, w w ~~~<{-0:: 0 >-I I-SO,..>-.. a. f-u Wo=>I o-(J) OUC\10..0.. () s PROJECT #: LA-1532 FILE NAME: LA1532-L10-L11 DRAWN BY: CP/MB SITE DETAILS L10 CITY REVIEW ' - I -- ' N I a, ~ ~ 13' / ''--~;;:::===::::::;7'.X N----------,1---24 GA "J" CHANNEL 1-++---+-J---++--MID BEAMS l---+-l---++---2nd TIER "--~f----++---COMPRESSION RING ~c:::====::;:::=~-"<--H----f-1---MAIN BEAM ~--F_A_sc_1A_B_EA_M_H_2 ____ ~ 1---ROOF LINE +-t+---frfif'---------------'~IS+J.,:---+t--7"X7" STUB CO LUMN ' --I 9'-2" CTR OF FTG & COLUMN (3) 6"X6" COLUMN TENSION RING ~-FASCIA BEAM #1 PLAN VIEW NOTES: 1. PAVILION SHALL BE 13 'X13' SCOTTSDALE MODEL BY CLASSIC RECREATION SYSTEMS, AVAILABLE THROUGH CASCADE RECREATION INC., UNIVERSITY PLA CE, WA, TEL. (888) 280-8010. 2. ROOF COLOR SHALL BE "COOL COPPER PENNY"; FRAME COLOR SHALL BE TERRA BRQWN RAL8028. CONFIRM COLORS WITH LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT. - 3. PROVIDE SHOP DRAWINGS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT. PAVILION SCALE: 3/8" = 1 '-0" 6-FT. CONC. BUMPER CURB, OLDCASTLE PRECAST OR EQ., PIN INTO PAVEMENT WITH #4 REBAR, TYP. PLEASE NOTE: VERIFY TRASH ENCLOSURE DIMENSIONS WITH TRASH VENDOR PRIOR TO 6" THICK REINFORCED CONC. SLAB CONSTRUCTION. HANDH OLE W/COVER ANCHOR BOLT ' <O I " l 'I 2' 13' 24 GA CORRUGATED STEEL ROOF FASC IA BEAM ~---+-<-2X6 TONGUE & GROOVE SUB-ROOF (NOT SHOWN) i-------6"X6" COLUMN l 'I #4 TIES MOUNT TO FOOTING PER MANUF. RECOMMENDATIONS FI NISHED PAVEMENT @12" 0.C. CONC. FOOTING ELEVATION VIEW CORRUGATED METAL ROOF, AEP SPAN HR-36, 24 GA., COLOR: METALLIC CHAMPAGNE. FASTEN TO PURLINS PER MANUF'S. RECOMMENDATIONS. I) r FINISH GRADE r-n----___ TT_CM~~L~-f~~~-1 . __________________ ~ROOF -'1<----'l~t~~~:'.J.---HSS4X4XY, e BEAM 9 1 /4" I I I ---------~ -, -,,.-;-,--· I ',, I I I I 1 , •• I I 4 ',' -<"c' /1111 li:::1 =i::'::;J::===i 11111"'. II -IJ I I I I I I I .. • , I I I I I I I I I I ·· I I / I 11 1 1 I I, I I I, // I II 11 I I I I I I 111 1 ::. ;,, II I / : : : : ! I I sLo;E 1/8" ;;, :1 .. ~-~ I I I I : I I , PER ET. > 0 I 1---i---ELEV I I I I I 7 ,;; 1, I I '°' I 1 11 11 .II " JI I '"- I 'I I . I I ... ·' · I I I \ I I I I . i---HSS4X4X}fo I I I , I : I I I ' f I BEAM, TYP. , I I I \ I I I I I I I . L I .. I \ I I I 1 1'1'-3"': I I HSS4X4XY,, l \ I ' I I I I I .POST. JYP -,-, I I I L ---------~ ----------_j H-' ~·· ·r-~ DOUBLE SWI NG GATE Lu ________ _u__ _________ u I 11·-2 1/2 " PLAN 12' 8" 5' 4" , 5'-4" 15 -1,----' CORRUGATED METAL ROOF, AEP SPAN HR-36, 24 GA., COLOR: METALLIC CHAMPAGNE. FASTEN PER MANUF'S. RECOMMENDATIO NS. ------. -l-rf'"----l---HSS4X4Xo/io BEAM WELDED / -._ --- / o I TO POST, TYP. 1----t--HSS4X4XY,, POST WELDED TO 1 /2" BASE PLATE, TYP. I I, I, II II I I II ------3"X10"X23-5/8" PRECAST -['~1·1·~ ' I[ I CONC. CAP, 4000 PSI CONC., II 11 _i ---. ..-L ' TYPE Ill CEMENT, SMOOTH '\ I :=]1 1 1 .. _;1 ~--cc-_ I __JL s FINISH, MITERED CORNERS 1-----,--1 -L-oa,r ~ _II_-~ Jc:::::T_ _ '? ~ J :~~-' ~[: ~l~~- J .l ~_J 1 II I -T11 ' I 1 .... :11 1 ·'1 1 IL I 1 1 II r--I 11 'I ', i 11'-3 5 /8" 'f ,,·, ,IL------+----'--------:-----r < -----'. CMU WALL, RUNNING BOND PATTERN FINISH GRADE ---- (A' \__/ -. _ -~i--CONCRETE FO OT ING ELEVATION A ~ TRASH ENCLOSURE SCALE: 3/8" = 1 '-0" ' f----HSS4X4XY,, POST ON 1/2" BASE PLATE r-~::::::=J~i:~1:,, ::-PRECAST CONC. CAP, 3"X10"X23-5/8" MAX. LENGTH, 4000 PSI CONC., TYPE Ill CEMENT, TYP. SMOOTH FINI SH, MITERED CORNERS NOTES: 1. STEEL MEMBERS SHALL BE HOT-DIP GALVANIZED WITH POWDERCOAT FINISH, COLOR: ' ... I <O ' 0 -I -- 7 5/8" CONG. PAVEMENT r41----#4 VERT @16" 0.C. W/8" HOOK INTO FOOTING GROUT CMU VOIDS, TYP. 11"7"111----(2) #4 AT TOP AND MID-HEIGHT 8X8X16 (NOM.) BOND BEAM COURSE AT HORIZ. BARS Wll---8X8X16 (NOM.) CMU, TYP. FINISH GRADE (3) #4 BTM 2' SECTION A 11'-10" ,, \ -. '' 1 '-6" ~HSS4X4XY,, BEAMS s· 0 3/8" I ~ '----··-··---· -·- I ----·. -----···-- ' ' ro 00 I I r-J _lr - ~ ,.,. -·----··----····-I ---- c() --------<O =i = ~- -----·-·---·-~t-· ~ -.. J --·--·----------···-···- ' J J 1'-3 5/8" DARK BRONZE (MATCH GATE). 2. CONTINUOUS BUTT WELD ALL STEEL MEMBER CONN ECTI ONS. 3. CMU SHALL BE MUTUAL MATERIALS 8X8X16 STANDARD UNITS, TYP., GROUND FACE, COLOR: ROSE BROWN . USE MATCHING GROUT COLOR. PROVIDE SAMPLES FOR OWNER APPROVAL PRIOR TO PROCUREMENT. 4. GATE SHALL BE AMETCO "PHOENIX" ALUMINUM PANELS WITH 100% SCREENING AND 2" SQ. TUBING FRAME. COLOR: BRONZE MAT ~CORR HR-3 UGATED METAL ROOF, AEP SPAN 6, 24 GA., COLOR: METALLIC PAGNE. FASTEN TO PURLINS PER / I. ' I I - ~ _J I _II CANE ,; F'S. RECOMMENDATIONS. /I" CHAM MANU - ~ -HSS4 X4X~, POST WELDED TO BASE PLATE. TYP. 1/2" PREC LENGT SMOO AST CONC. CAP. 3"X1 O"X23-5/8" MAX. H, 4000 PSI CONC , TYPE Ill CEMENT, TH FINISH, MITERED CORNERS 3"X5/ 1/2" 16" STL. BAR, MOUNTED TO WALIL WITH EPOXY ANCHORS @16" 0.C. MAX. OCKABLE SLIDE BOLT PADL ~sxsx1 6 (NOM.) CMU WALL BOLTS DOUB LE SWING GATE WITH LOUVERED NUM FENCE PANELS ALUMI 2" s Q. TUBING HEAVY DUTY HINGE. TYP. 0 ~PADLOCKABLE RECESSED STRIKE ELEVATION B ST 1 L10 1 o" 8" TYP. 4' GLASS BASE & TOPPER ----+----FIRE PIT LINEAR INSERT, COMMERCIAL GRADE 8" TYP. BY GRAND EFFECTS (919 .79 1.6715) WITH TIMER SWITCH AND EM ERG ENCY SHUT-OFF OPTIONS, INSTALL PER MANUFACTURER'S --"""~----i-'-~-~,-_,_..,:' '~\'~-, f'\_,_ ~JI 0i/\ "(()/ r µ,~/4.t~',H-,;+''-,-!---~ REQ UIREMENTS h . __',,\\\ ; \.\.:t-t~JYu2.J __2.J ,----PRECAST CO NC. CAP, 3 "X10"X23-5/8" MAX. LENGTH, ->r-----,....---~--IF?55s;;c=;c=,c'qr,~;;c,===;;c=;='?'Snt,_,_~-'-","' 1.. 4000 PSI CONC., TYPE Ill CEMENT, SMOOTH FINISH, 1" MITERED CORNERS '-i:===::J;----CUSTOM SUPPORT PLATE TO FIT FIRE PIT OPENING, COORDINATE IN FIELD CONC. PAVEMENT • ,--\----"BRISA" WALL UNIT BY ANCHOR BLOCK, COLOR: ARCTIC GOLD ' "' • "' I . - <O ' 00 __ 1%_ 4' SECTION A 4' 2'-4" ~=-==-=I~ 3" DIA. VENTILATION HOLE, ALL 4 , SIDES, INSTALL PER MANUF. REQ. = I THREADED RODS .P-H-1.,_._ __ CONTRACTOR TO PROVIDE GAS LINE, DRIP LEG , ELECTRICAL CONNECTIONS, INCLUDING ALL VALVES AND SWITCHES, PER LOCAL CODE REQ. EMERGENC Y SHUT OFF VALVE LOCATED AT FIRE PIT. '--5/8" MINU S CRUSHED ROCK BASE, WELL-COMPACTED ~----PRECAST CONG. CAP, 3"X10"X23-5/8" MAX. LENGTH, 4000 PSI CONC., TYPE Ill CEMENT, SMOOTH FINISH, MITERED CORNERS ~+--~-CUSTOM SUPPORT PLATE -'k----..----+-----------~-,<--,i ,, -~'-, • ro - I N .. "" 4' I"' I r~' ~I~- .,,..----CUSTOM POWDER COATED STEEL FR AME W/ STAINLESS STEEL BURNER PAN __..---GLASS BASE & TOPPER, FIRE GLASS SHALL BE BY GRAND EFFECTS, COLOR: CHESTNUT 1 1\C)TIG ,-J SIGN "A": I EwlEF,GE NC'.r L SHUT OFF . PRECAST CONCRETE CAP UNIT, 3" X 1 O" WIDE X EQUAL LENGTH (24" MIN.) MADE FR OM 4000 PSI CONC. USING TYPE Ill CEMENT, SMOOTH FINISH, TYP. FIRE PIT NOTES: GAS SHUTOFF LOCATION PER LOCAL CODE. ELE CTRONIC IGNITION SWITCH 1-HOUR TIMER, LOCATION PER LOCAL CODE INSTALL PER MANUFACTURER'S SPECIFICATION . "BRISA" WALL UNITS BY ANCHOR --1 --+-----"----+--~ -~ ,---i I-1__ T ~i----- BLOCK, COLOR: ARCTIC GOLD FINISHED PAVEMENT 1 --------,--· - I f--[__-,--- ELEVATION B ~ GAS FIRE PIT SCALE: 1" = 1'-0" )('' BASE PLATE r-2 W/(2) 1 /2" DIA. 2 1/2" EPOXY ANCHORS 8" 1" CAST C. CAP PRECA CONC . CAP ,,4 1/( ( PRE 'J CON HSS4X POST, -..-r,-,'.'.":) ' ' ' r-... 0 4XY,6 TYP. I 1" 3 1/2" 2 1/2" , I t 'tb ~ . - ,':) I C.' I I g" I ~ .... i,-... \_~ .. BA SE PLATE W/(4) EPOXY 1 /2" DIA. ANCHORS END AND CORNER CONDITION MID-WALL CONDITION SECTION B ROOF POST ON WALL SCALE: 1 " = 1'-0" f/AY 3 l 2015 I I u __J __J 0 (I) ~ ·-::, -0 -0 'i (I) ::J .'!= -0 .c C if) "' 0 (I) © 0 +-' Cl) ~ E 0 a) "' C Cl) C a) 0 en (I) © -"' C (I) > a) 0 C Cl. "" <( a, N <( Cl) Cl) -'O <( "' C ~oS 0 Cl. 0 (I) N U) "' -' 'O 'O 'O 0N.s!1 iv ...I I: I: I: ~ .~ 1€ C 0 cu cu cu "' 0 © ~ ~U)U) Q_ Melvin R. Easter -RLA, ASLA STATE OF I WASHINGTON REGISTERED LANDSCAPE ARCHITECT i~fE!:!~- , CERTIFICATE N0.398 I . Issue Dates Rev.r-Qate ~=-~-D--e-sc-.--- 1 105/27 /2016 1 CITY REVIEW I I 0 u, w l::: m z :r: 0 0 "' ,, -<'? I-u _, ~ ~ 6 0 ::::, I-w <n I'-:s I-LO 0 w .J co I a, I-0 <( 0.. u. j ~ oo I z·- if) 0 "Cl I Q'.'. -::, C w ~t, I-z 0 I-~~ -0::: C "' (I) <( I ~ 0:: 0.. I-" ::> oo ::::, -wo <( 0 r.ri I-"' I-"' -w 0 ::, - ai 21--Oo (.) ::J 5 0 IN > en !:::@ <( U) if) ' I-' ~ 5 . z <( "' 0::: C N CJ I-·o:; w CJ "" zZ 2Z -UJ w ::;;; I--"' 5 <f! "'0 "" ~5 > 0 <( c! C') 0.. ::, x 00 -~ <( ro <( if) z 0::: i:-:1--w-~LL -w :,: I- Cf) z§s{/)(")o I-I-u. - 0::: Cf) c)o~~g 0 "' w :::iUz <( ~ UJ 5 0:: <f! "' <( 0... 0::: UJ s C"') ::, w 0 a.. w > _('.l .. I 0 <(~<l'.O..:;;;-I-I- C <( -.. 0::: I ::) lO I I- 0:: 0:: I--::l N ,2::::, w w ~<(~<(-"' 0 f->-I ;;:0->-.. Q_ I-u Cf) Wo::JI o- 00C'l0..0.. U5 PROJECT #: LA-1532 FILE NAME: LA1532-L10-L 11 DRAWN BY: CP/MB I SITE DETAILS I L11 CITY REVIEW • ' NOTES: 1. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN-TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. PLACE FOR LOCAL WIND CONDITIONS. 2. PLANT TREE 2" HIGHER THAN ADJACENT GRADE. ,---'ARBORTIE' OR APPROVED EQUAL TREE TIES ,---8-FOOT X 2" DIAMETER WOOD TREE STAKES, 2 PER TREE, JASPER OR EQUAL ~--REMOVE TWINE AND CORD FROM TREE TRUNK ,--3" DEPTH BARK MULCH 3-4" WATERING BASIN SURROUNDING TREE GRADE ijmm"IJc+.;-~Ml[:1l1~L PULL BURLAP OFF TOP 1/3 OF ROOTBALL CJtbf,!U-,.,-_ SCARIFY PLANTING PIT WALLS, SLOPE WALLS @1 H:3V '----PLANT PIT BACKFILL "----EXISTING SUBGRADE '-----+-----SET ROOTBALL ON MOUND OF 3X ROOTBALL DIA. UNDISTURBED BASE DECIDUOUS TREE PLANTING SCALE: 1/2" = 1'-0" ,----GROUNDCOVER PLANT ~---3" DEPTH BARK MULCH, ~'rn ,~ Af~i ~·; TAPER AT PLANT STEM :<xd> 1° ii< ,±\;jE';·z,,.(±i , ·· T0Pso1L DEPTH AND TYPE ·:\tJ'i},,'l''.:>;f( -~ ;i:i}l:I ~>-'.i;\ =' AS SPECIFIED I I I __ .:! I' .111. U_;:-J!;;-:J!] I ~Ill.I~ 6" MIN. SOIL BENEATH PLANT, TYP. EXISTING SUBGRADE C±) C±) C±) ----+---GROUNDCOVER PLANT -,f-~~,t'-SPACING AS INDICATED ON 12" TYP. PLANT LIST, TYP. EDGE OF PLANTER ~ GROUNDCOVER PLANTING SCALE: 1/2" = 1 '-0" \ NOTE: PLANT SHRUB 1 /2'' HIGHER THAN ADJACENT SOIL. 3" DEPTH BARK MULCH, TAPERED AT STEM SURROUNDING PLANT 1-llW~--PLANT PIT BACKFILL X ROOTBALL DIA. cL--SCARIFY PLANTING PIT WALLS, SLOPE WALLS @1 H:3V ~--EXISTING SUBGRADE ~--SET ROOTBALL ON MOUND OF UNDISTURBED SOIL SHRUB PLANTING SCALE: 1/2" = 1 '-0" .,.,, / LANDSCAPE LEGEND QTY. BOTANICAL NAME DECIDUOUS TREES COMMON NAME SIZE ROOT CONDITION SPACING 0 0 0 @ 3 CORNUS KOUSA 'SATOMI' SATOMI DOGWOOD 2" CAL. B&B OR CONT. PER PLAN 3 CORNUS X 'RUTCAN' CONSTELLATION DOGWOOD 2" CAL. B&B OR CONT. PER PLAN 4 MALUS TSCHONOSKI I TSCHONOSKII CRABAPPLE 2" CAL. B&B OR CONT. PER PLAN 4 PARROTIA PERSICA 'VANESSA' VANESSA PERSIAN PARROTIA 2" CAL. B&B OR CONT. PER PLAN 0 8 0 CD @ @ 0 ISi G @ 16 3 10 7 30 20 65 16 12 3 ~ 16 * 64 ;;, 264 ;•«. 9 "·"' * 8 ~~0=0:=.:=~"'I 97 0 138 SHRUBS ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE AZALEA 'GIRARD'S FUSCHIA' GIRARD'S FUSCHIA EVERGREEN AZALEA 5 GAL. 18" SPR. 5 GAL. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. 4' o.c. 3' o.c. 5' o.c. 3' o.c. 3' O.C. 4' O.C. 3' O.C. 2' o.c. 4' o.c. 3' o.c. CEANOTHUS 'JULIA PHELPS' JULIA PHELPS CALIFORNIA LILAC HYDRANGEA MACROPHYLLA 'TWIST 'N' SHOUT' (PIIHM-1) TWIST 'N' SHOUT ENDLESS SUMMER HYDRANGEA 5 GAL. HYDRANGEA OU ERCIFOLIA 'PEEWEE' HYDRANGEA QUERCIFOLIA 'SNOWFLAKE' ITEA VIRGINICA 'UTILE HENRY' LAVANDULA ANGUSTIFOLIA 'HIDCOTE SUPERIOR' LONICERA NITIDA 'LEMON BEAUTY' SARCOCOCCA CONFUSA ORNAMENTAL GRASSES PEEWEE OAKLEAF HYDRANGEA SNOWFLAKE OAKLEAF HYDRANGEA UTILE HENRY VIRGINIA SWEETSPIRE HIDCOTE SUPERIOR ENGLISH LAVENDER LEMON BEAUTY BOX HONEYSUCKLE SWEETBOX 5 GAL. 5 GAL. 18" HT. 1 GAL. 5 GAL. 24" HT. CALAMOGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 5 GAL. 1 GAL. 1 GAL. 5 GAL. CONT. CONT. CONT. CONT. 30" o.c. 24" o.c. 18" O.C. 30" O.C. CAREX MORROWI 'ICE DANCE' ICE DANCE SEDGE DESCHAMPSIA CESPITOSA 'PIXIE FOUNTAIN' PIXIE FOUNTAIN DWARF TUFTED HAIR GRASS MISCANTHUS SINENSIS 'GOLD BAR' GOLD BAR MAIDEN GRASS GROUNDCOVERS & PERENNIALS DRYOPTERIS ERYTHROSORA VAR PROLIFICA PROLIFIC LACEY AUTUMN FERN 2 GAL. 4" POT 1 GAL. CONT. CONT. CONT. AS SHOWN 15" O.C. 18" o.c. GERANIUM MACRORRHIZUM 'BEVAN'S VARIETY' BEVAN'S VARIETY HARDY GERANIUM LIRIOPE MUSCARI 'SILVERY SUNPROOF' SILVERY SUNPROOF LILYTURF ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER CONT. = CONTAINER HT. = HEIGHT O.C. = ON CENTER SPR. = SPREAD LANDSCAPE NOTES: 1. UNLESS OTHERWISE NOTED, DIMENSIONS SHOWN AT BUILDINGS ARE TO OUTSIDE FACE OF EXTERIOR STUD WALLS. SEE ARCHITECTURAL DETAILS FOR RELATION OF sruD TO FACE OF FOUNDATION, 2. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 3. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PA\1NG, WALLS, AND UNDERGROUND UTILlllES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACllON AND AT NO ADDITIONAL COST. 4. 5, 6. 7. 8. 9, 10. 11. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY. THE PLAN SHALL GOVERN. ACTUAL PLANT QUANllllES TO BE DETERMINED BY REQUIRED PLANT SPACING. SUBSTITUllON OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. FINISH GRADE OF MULCHED LANDSCAPE AREAS SHALL BE GRADED TO 1/2'' MAX. BELOW CONCRETE OR OTHER PAVED SURFACES, ALL PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM DESIGNED TO MEET THE REQUIREMENTS OF EFFlCIENT IRRIGATION CREDIT 3.4 OF THE EVERGREEN SUSfAINABILITY DEVELOPMENT STANDARD. ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY A LICENSED PROFESSIONAL LANDSCAPE MAINTENANCE COMPANY. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FROM FINAL ACCEPTANCE OF PLANTING INSTALLATION. ALL AREAS LEFT UNPLANTED SHALL BE DRESSED 'MTH 3• DEPTH BARK MULCH. BARK MULCH SHALL BE MEDIUM BARK MULCH CONSISflNG OF DOUGLAS FIR, PINE, OR HEMLOCK BARK. IT SHALL BE GROUND SO THAT ON A LOOSE VOLUME BASIS, A MINIMUM OF 95% PASSES A 2-INCH SIEVE AND NO MORE THAN 30 PERCENT PASSES A NO. 4 SIEVE. THE BARK MULCH SHALL NOT CONTAIN SALTS, RESIN, TANNIN, OR ANY OTHER DELETERIOUS MATERIAL IN QUANTmES THAT WOULD BE DETRIMENTAL TO PLANT LIFE. 12. PLANTS TO BE INSTALLED IN EXISllNG PLANTING BEDS MAY BE PIT PLANTED IN NATIVE SOIL IF AT LEAST 12 INCHES DEEP AND NOT DEEMED UNSUITABLE FOR 11GOROUS, HEALTHY, SUSTAINED PLANT GROWTH. CONTRACTOR SHALL AMEND NA llVE SOILS, ADD IMPORT TOPSOIL, OR REPLACE NA llVE SOIL 'MTH IMPORT TOPSOIL AS NEEDED TO PROv1DE A SUITABLE PLANllNG BED. 13. IMPORT TOPSOIL SHALL CONSIST OF APPROX. 33--50% COMPOST AND 50--65% SAND OR SANDY LOAM MEETING THE FOLLO'MNG SPECIFICA llONS: ORGANIC MATTER (DRY WEIGHT): 15-20% CONDUCTlv1TY (MMHS/CM): <3 pH: 6.0-7.5 CEC: >10 meg/100g USDA TEXTURE: SANDY LOAM WAC METALS: PASS (CEDAR GROVE 3--WAY TOPSOIL IS AN APPROVED PRODUCT MEETING THIS SPEC.) MAY 31 2016 u __J __J 0 ·-'"'O ::::, +-' U) <C ...J Melvin R. Easter -RLA, ASLA STATE OF WASHINGTON REGISTERED ~i=;;;~_ MELVIN R EASTER CERTIFICATE N0.398 Issue Dates Re~. I Date Desc. ,--- 1 05/27/2016 CITY REVIEW en z 0 -~ ~ w r--- ~ lO 0 .J a:, (J) <C ~ "-I (fJ O'. C w ~ z 0 f--~ ct: C O'. (I) <( 0::: CL :> oo -WO 0 Cl) f--"' -w 0 (I) 2 f---u ::i 5 0 ~ Cl) Cl) ") 1----z <( "' ct: C N ·ro w C9 co 2Z w ~ I--"' O'. 0 £:!. > 0 <( cc! <') CL ::, x -~ <( "' <( ct: ··1-uJs::t"LL (/) I-°' ,._ z ::> U) C') ... ct: (/) .r,(0 wgR8 w u u ::) L!) 0::: ::J Z<(~ <C n.o::::ws(") 0 c..W> .N 0 <( 2: <( n.: (ry C <( --.. O::'. I ::) L!) 0:::o;::1-:JN w w ~ <( ~ <( -._. f--:;:0->-.. u Wo=>I Cl) 000.10..0. PROJECT #: LA-1532 FILE NAME: LA1532-L13 DRAWN BY: CP/MB LANDSCAPE , DETAILS, NOTES, & LEGEND L20 CITY REVIEW 0 w 1--ro I 0 O'. "- '!l u __, __, 6 0 ::, 1-- U) <( __, w I 1--u "-~ oo z·- 0 "'Cl -::, ,--..., r';j <ll -<( 6...1 I a, I--" ::, - <( 1--"' ::, -Oo :,:N t:@ s . C9 1--zZ -W s U) <( z °' 0 OU U) z -w f': ~ "--0 O'. ws Cl) O'. ::, w .. I 1--1-- I f--S2 ::, O'. 0 ii: I 0 t:: us i I ~---------~