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Home My WebLink AboutLarge Format• ~ ',,) '\ '\1 N ~===;-;::=:;-;=~;;:::::;====:::;;:;;;;;====::;:::;:;:~=====:::::;-;::::=======:::;-;::::======:::;-;:::::====:;-----::::::::::::::C UI~ 1~1 (-!---\-_-·~_--i-_~-\~-.~.~ :::~:::::::::: :~:~:=:~=:.c~:-1 ___ Iii I STRICKER CATO MURPHY ARCHITECTS 311 1st AVE. S., SUITE 310 SEATTLE , WA 98104 ° TEL. (206) 324-4800 FAX (206) 322-2875 ° WVVW.SCM-ARCH .COM cp C? cp er t ,p ]249'-10112' 242'-6112'1 24'-0' 1T-8' '"' lo'·O' 25'·0' 0-b ®-. ©-~ ' ®- ©- ~ ,. " ~ ~ & b . ©- ®- 0- ;, J 242'-61/4" EB3) ~.~~OR PLAN -BASEMENT PARKING Parking Schedule Level Count DescripUon Leve1·Po"1 21 STANDARD LeYel Po1 42 "-fAN-oE·M 1st Floor 1 ADA 1StFfoOr 14 STANDARD Level F.-02 ADA level P02 'AoAVAN Level P02 8 COMPACT level P02 26 ·srANDARD Grand total: 114 r-ft i"l]~j n] COMPACT STANDARD ACCf:SSIBLE STALL STALL STALL 26'-0' b ;i T TANDEM STALL cp y ir-e· ,, .. ~ ALLEYDEDICATION I/ / / I PEDESTRIAN EASEMENT ~ 98" MIN. OVERHEAD CLEARANCE ~ THICKEND SLAB ON GRADE C::J POST TENSION SLAB C=:J SLAB ON GRADE GP GP 26'·0' 18'-0' ~ KEYNOTES DESCRIPTION 'RESir.iEirW>Jl§oXES )~fF(~R-ijT~EN ~u~T H§o~ \A_~VE_) •11~ () :i () Cl'.'. <f ~ () i ,,~~ :gu! !iii! ,,.,! um l!) I'-- CX) ~ N N (') (0 0 ~ ~ 0 0 CX) "'T s:t N (') (0 0 "' ~ 0 0 _J 00 0, w 0 ~ I- <.) <I) I-::, > z .9l w .; ~ a, 0 a.. 0 s:t 0 (') 0 ...J =§ ..-w CX) > (f) Ol w <I) Cl ~ ~ (f) ~ 0 w ~ z u.i C (f) I'-....J ~ 0 ~ § <.) (/) Cl) ~ I-a.. z <( ~ w z 0 (9 w 0:: ..- ~ ui (') ~ w c2 z I- w <( 5 I ::;; (/) D z z (/) 0 <( i-: I-(f) u.i @ z D ~ w z ~ N 0:::: <n t, ..- ..-..- (') (/) I- () w I- :E () ~ Cl'.'. 1 <( ~ >' a I g; c... ·"· Cl'.'. ~;;: :::> ~~ ~ " 0 PROJ.# PROJMGR ~ 1"511 RAM I I () Basemen!LBl'el Cl'.'. I A2.01 I w :::.::'. () O'.'. I- (/) tr 23r.11· 26'·0' I I I I I I I I I ALLEY I I ----i-1-t-------1------r--------1--------1-------r-1----~ I I 0- ®-b ©- ~ - ®- ! ®- I , i I I I J__i I I I ,, ..• I I I T I I I I I ®-·J__! I I ! I ©- ~ ®-- ~ EB2) ~.~~OR PLAN -GRADE LEVEL MAIN AVE. SOUTH BICYCLE PARKING SCHEDULE Location IN GARAGE Grand total:' 53 Level ; cOunt Description -1StF100f' ,31 ~81CvCLE Le·v~I ·po2 ; 22 f B1cvCLE Level ·Leve1Pri1 Levet pQ1 1st Floor 1StFioOr 'level ·po2 l.~.~~~.1 ~92 Level P02 Level P02 Grand total: 114 Parking Schedule Count _21 42 'i ·,, ·, 1 ·a '26 Description ;~!~PARD .TANDEM ADA 'srANDARD ~~12~ ~~~ .~~~p~<;~ STANDARD COMPACT STALL STANDARD STALL ACCESSIBLE STALL T TANDEM STALL 1r.a· CJ CJ ,. .. ALLEY DEDICATION PEDESTRIAN EASEMENT 98" MIN. OVERHEAD CLEARANCE THICKEND SLAB ON GRADE POST TENSION SLAB SLAB ON GRADE ,01.os _01.06 .9.:?..Q~ 03.04 '05.04 10.02 15.0, 18'·0" KEYNOTES DESCRIPTION )fM1NiM~.¥~~~~L-~Cf1Ni:,j1(~EAf~~A\IA}ff~~fi~-~-TAll~C~ss. ELEVATOR LOBBYWlTI-l lNDEPENDENTf-lEATERANDVENTllATlON, CONCRETE SlAB FLOOR WITH EPOXY COATING, TYP. -&Ac-K cHAIN uNK-SiiD1NG ·oR RCli.i:1NG GATE W1 VIS10N 0BscuRR1NG SLATS '.SCoRfo'PAITTRNiNCOLOFifo.CoiiRii{Tci:iP1N0SLAi 'liiTYP.- ·s_!#£~~-~t~~[~.~.i}!99~iN§-------- RESIDENT MAILBOXES 'Si-wr FOR ·KJtCHEN EXHb.UST HOOo (ABOVE) ,-.: Cl) C z N :c I-:::, 0 Cl) M ~, "' 0 0 <X) a, ci ~ <.) <I) I-::, > z "' LU 'a'l ~ co 0 a.. 0 0 "' _J .sJ LU ·5 > en <I) LU 0 > c,: en :! 0 w ~ z ~ en r- 0 ;:'!: a <.) Cl) ~ I-a.. z <( 0 w I-z (9 w a:: ~ uj ~ a:: z w <i: I ::;; D z z 0 c,: ,_: I-en z D w z N a:: en ~.~: ~ I t ~ • a l ~c ~· ·• PROJ.# PROJMGR ''°" RAM I GR.ADELEVEL I I A2.02 I ~ 0 () i () ~ ~ () I LO I'-- CX) N I N N (') (0 0 ~ ~ 0 0 CX) "'t 'SI' N (') (0 0 ~ _j w f- 'SI' 0 ...... CX) Ol ~ u.i _J ~ (/) 0 ...... (') w f- 5 (/) (/) u.i ~ 1n ...... ...... ...... (') (/) f- () w f- :E () Cl:'. <( >-I a.. Cl:'. :, ~ 0 ~ () Cl:'. w ~ () a:: f- (/) 0--- ®----1--1 ©----t---i_:j! ~===:'~ I I I ®-----~--p;==-t1:;:=======:;:::;!!:;, I I I ©---~-• I ' "'~ r'U--411 I I L ________ • __ I I I I 0---i- l I (';:\ I ~M ~---1- 1 I ®---t- i I I I 0-----J- 0--_L 2ND FLOOR PLAN 118'=1'-0' I I ~ Level :Level P01 ;Leve1PQ_1 1st Floor 1st Floor Level P02 Level P02 level P02 level P02 Grand total: 114 Parking Schedule Count Description 21 STANDARD 42 TANDEM ADA :14 STANDARD ADA 1 ;ADA VAN B !-COMPACT ·2s 1STANDARD ~]~J 8'-4' r-e n] T COMPACT STANDARD ACCESSIBLE TANDEM STALL STALL STALL STALL ti·~ ~, ~ (.) i (.) 0::: <f ::i: (.) i LO I'-- CX) N I N N (') (0 0 ~ ~ 0 0 CX) ~ 1" ~ "'1" al N 8 (') (0 0 ,,., ~ 0 0 ..J 00 "' w 0 ~ I-u <I) I-5 z ..!!l w al ~ CD 0 a. 0 "'1" 0 "' 0 _J .$ ..--w ·s CX) > (J) Ol w aS 0 <i: ~ Cf) ;\!! 0 UJ ~ z u.i ~ Cf) I'-...J 0 ;:! ~ a u ---~ w (/) Cl) ~ I-a. :z <( 8 w z 0 (9 UJ 0:: ..-- ~ u.i (') ~ w a:: z t:: w ;;;: :J I ::,: (/) 0 z z //) 0 <( ,_; I-(J) u.i z 0 ~ w z "' 0::: u5 ti iN, ..-- •: ..--..-- (') (/) I I- (.) w I- 5: (.) ~-0::: I <( >-ii I l c.. 0::: ~;:: :J c§; ::i: "· TOTAL 2ND FLOOR: 20 UNITS KEYNOTES DESCRIPTION ~ b ALLEY DEDICATION ~ CJ PEDESTRIAN EASEMENT ·98;MJN1Mi.JMOVERl1EADCLEARANcEINn-11sAAEAF0RJ.DAVANPAR1<1N0STALLACCEss. -. El8/ATOR LOBBY WlfijiiioEPENDENT HEATER AAOVEtfrll.ATION,CONCRfit SL.AB FLOOR w1Tli EPOXY COA i1NG. TYP. -BLACK(}Cii.JfiGNKSL10ING-~-ROi-L1NGGArEWivi!i10NOBSCURRiN(fSIATS . ---------------- f~9Bf~/~!Jt@J:~:c21~t~-fo~~~~ ri.f~iNlf~~;f Xf~- srANDING SEAM METAL ROOFING 0 PROJ.# PROJ.MGR ~ '""' RAM ~ 98" MIN. OVERHEAD CLEARANCE it~~~f~~~~~!~QQ-~E) I I (.) 2NDFLOORPLAN 0::: I A2.o3 I w ~ (.) 1i:'. I- THICKEND SLAB ON GRADE CJ POST TENSION SLAB CJ SLAB ON GRADE (/) ~T~ cp cp cp 23r.11· I z-r 2:4'·0" ff.a• ,. .. 26'·0" 26'·0' I I I I I I I I I I EBCD ~.~~ FLOOR PLAN T T T~ 16'·0" I I 11 I I 11 I I TOTAL 3RD FLOORS: 20 UNITS KEYNOTES DESCRIPTION RPDAvANPARKJNGsrALLACcESs. . -Ntil.ATION, CONcREii" SLAB FLOOR Will,-EPOXY cOA n~G. TYP. NOBSCGRRING-SLATS _____ -----------------------. l SfANoiN(f sEMIMETAl."ROOF1NG '.RESIDENTMAILEfoxES -~ITTTO'~ING-siAB,t{fTY?:· ----- j s~f fifR K[t§i_~~Ej~u:~r HOoo ~EJ • ~, ~ (.) :i (.) a::: <f ~ (.) i l!) r-. co N I N N (') co 0 ~ ~ 0 0 co 1 st N (') co 0 .,, ~ 0 0 _j 00 "' UJ 0 ~ f-u .,; I-::, > z <1> UJ "di ~ £0 0 a.. 0 st 0 (') 0 ....I ~ ..--UJ co > en 0) UJ <Ii Cl ~ ~ en ~ 0 w ~ z w· " en r--....J ..,. ~ 0 ~ ~ u UJ Cl) (/) ~ I- Cl. :z <( ~ UJ z 0 C) w er: ..-- ~ u.i (') > UJ 0:: <( f-z UJ <( 5 I :a; Cl) D z z Cl) 0 <( >-' I-en w i z D > UJ z N <( 0::: <n t, "'11 ! ..-- ~ "', ..--..-- (') Cl) I f- (.) UJ f-:c (.) I a::: <( • >-a I J a. a::: ~;, :) c§ ~ ~ ~ 0 PROJ.# PROJ.MGR. ~ """ RAM I I (.) 3ROFLOORPI..AN a::: I A2.o4 I UJ ~ (.) 1i:'. f- Cl) _j __ EBCD ~.~~ .. FLOOR PLAN T I 1 ! I ---r------t-T---- _________ __J_ __________ _ I I I I ---_J -----_l _ J__ ------_i_ - I I I I I I I I T 0 0 o ---1 ---- .J~ -I --·-· . -----i~=:t I I I I I ~======1~---t-----~-+-------1--~1=$=~ I I I I I i I I T I I 11 I I 11 I I 11 I I 11 TOTAL 4TH FLOOR: 20 UNITS • ~, ~ (.) i (.) Ct'. .,: ~ (.) i I.() r-.. CX) ~ N N (') co 0 £:!_ ~ 0 0 CX) "'t 'Sf" N (') w 0 .,, £:!_ 0 0 .J a:, a, w 0 ~ I- <.) <l) I-5 z .£1 w -;;; ~ a, c:i a.. 0 'Sf" 0 ("") 0 _J 2 ... w ·5 CX) > (f) 0) w <l) 0 ~ ~ en ~ 0 UJ ~ z uJ " en I'-...J • 0 ;:'!: ~ a <.) w en Cl) ~ I-n. z <( 8 LU z 0 (9 UJ 0:: ... i u.i (') ~ w 0:: z t: LU <( ::J I ::;c en Cl z z (/) 0 <( ,-: I-(f) u.i z Cl ~ LU z N 0::: en ti ... ... ... (') en ~ I- (.) i w I- :i: (.) t Ct'. ,! <( ; >-I ,i.:. ' a. Ct'. ~;, ::J !J ~ • 0 PROJ.# PROJMGR I- 13050 RAM <( I I (.) 4Tl-lFLOORPlAN Ct'. / A2.os / w ~ (.) c2 I-en I I I -----+..---HIHll--~-~---------39'-3' I l 39'-3" ----i-----i -:T-------1-- -___ ___l_ _______ ---1_ _I_L_ __________ I __ _ I I ! I I I I \ I I _J_ i ij_ I ------------,--! ------------- I I ! I I I i 1 I I i , ·Fr'.t "'"·' e: ~· TOTAL 5TH FLOOR: 20 UNITS EAD cLEA/W,ICE IN n,1sAREAFORMJAVAN. PARKING STALL ACCESS. ------·-··-· .. EAiiii~oVENTILATfON, CONCRETE SU..BFLOOR WITH fPOit'COAnNG, TY?. GAtfi,./viSIONOBSCURRING-SLATS ___________ ------. --.. 'sTANoiNG SE/iH,iETAL ·R-OOFING 1RE51oENTMA1iB0XEs ~S~TFOfKlfr;F~NixHAu~f l:IO~~-(AefovEJ slAfl.2'~?TYP. I!) r,.. co N I N N (") (0 0 ~ ~ 0 0 co "'I" 'SI" N (") (0 0 "' ~ 0 0 _j 00 a, UJ ci ~ I- <.) <I) I-::, > z .!!2 w <il :::'2: a, ci a.. 0 'SI" 0 "' 0 _J .sl .,.... w ·5 co > en Ol w <I) 0 ~ ~ en :! 0 w :::'2: z ui ! en I'-...J 0 ;:!: ~ <.) UJ (/) (I) ~ I-a.. :z <( 0 w I-z 0 (9 w 0,: .,.... i ~ (") UJ a:: I-z 5 w <i: I ::ae (/) D z z (/) 0 <( i--' I-en u..i z D ~ w z "' Cl'.'. (/) ti .,.... .,.... .,.... (") (/) I- () UJ I- :i: () I Cl:'. <( >-~ I l a. Cl:'. ~·;;.: :J !.:! ~ • 0 PROJ.# PROJMGR. ~ '"'° RAM I I () STHFLOORPLAN Cl:'. I A2.o6 I UJ :::I'.'. () 1i:: I- (/) ®-- ©-- 0-- ©-- ®-- 0--0-. C? 6TH FLOOR PLAN cp ~ cp 1 cp I I I I I I I 123r.11· I ,. .. 26'·0" I 26'-0' I I I I ------,... .... ------~-_,.-----...... ----r--- 1 __j_ I I ----i-----i _T _______ I __ ---_ ___J_ _ ------__j_ _ _J__ _ ---------1--- I I I I I --_J _ ---_ _j_ _ l_ _ -----_I_ - I I I I I I I ·,11t:,•t"': cp Gp ff•B" ,. .. ,. .. 9 ~( 11 I I 11 16'-0" TOTAL 6TH FLOOR: 21 UNITS . 98" MINIMUM ovfFil-iEAO CLEARANCE IN 0ELEVATORL0a8YWJTI-IINDEPENDENT. 8tACKCHAIN-LINKSuD1NG0RR0Ll1NG ~~:l~~~~1-~i~%i[~" 'RES1DEN.iMA!i.BoxES - )~T-F~-KiT~'f~~-usf fi!Jo~~eoVE) i<EvNOTes ·oescR1Pr10N -~, ~ () i () 0::: 4'. ~ () i LO I'- tO N I N N C') 'iii 0 ~ ~ 0 0 tO t "I" ~ 'SI" N ~ C') co 0 "' ~ 0 0 _j 00 a, w d ~ I- (.) .,; I-::, > z <U LU 'iii :a: co 0 0.. 0 'SI" 0 "' 0 ....J :g T"" LU tO > (/) O> LU .,; Cl ~ ~ en ~ 0 UJ :a: z u.i " en ..... ....J ~ 0 ~ § a (.) (/) Cf) ~ I-a.. :z. <( ~ w z 0 (!) UJ c::: T"" <( ui C') I-:;:c w a:: z t: w <( ::J I ::,; (/) D z z (/) 0 <,: I-' I-(/) u.i i z D ~ w z N 0:: ui 1n T"" ~' T"" T"" C') (/) I- () w I- :i: () 0::: <( >-I a. 0::: e' ::J t ~ I IPR~GR.) 0 PROJ.# ~ 1)050 I I () STHFLOORPlAN 0::: I A2.01 I w ~ () 1i:: I- (/) • ~, ~ () i () Cl:'. <J'. ~ () cp cp cp cp cp I LO ,.... 00 N I J I I I ----r----t,----,-- ----1----__ j _I_ --------,---- ---J_ ----J _I_ ------_l_ _ -- I I I I I I I I N N (") co 0 ~ ~ 0 0 I I I I 00 ---1-----~ -1-------+- I I I I I i I I -1- t 1 z I 'SI" N (") 8 co 0 "' ~ 8 _j 00 "' UJ 0 ~ I- (.) "' I-::, > z .!!?. UJ '" ~ Ill ci a.. 0 'SI" 0 M 0 __J .l!! ... UJ ·5 00 > (f) CJ) w ! Cl ~ (f) ;l!l 0 w ~ z u.i ffi (f) r-_J 0 ~ ~ d (.) UJ Cl) cr.i ~ I-a.. z <( 2 w z 0 (!) w a:: ... i=!: ~ (") UJ a:: z I- w <i: 5 I ::;, Cl) D z z U) 0 <( f-' I-(f) w z D > w z N <( 0::: en 1n ... I ... I ... ~ (") Cl) I- () UJ I- :E () ~~~;ZANINE 'a Cl:'. i <( >-ii I l (l.. Cl:'. KEYNOTES DEScR1PT10N ~;:;: ::, ~± ~ • 0 PROJ.# PROJMGR ~ 13050 RAM I I () BTHFLOORLOFTPLAN Cl:'. I A2.oa I UJ ~ () ~ I- Cl) I !!' . . L'. cB. 919i201410.1601M', ·1" ,o so "Tl ,, ~ rCf ~ r Cf ~ r r r~ ~L-----.l-----L------L-----~------~----J _____ J__J I =====t~---~---~-:11111=: I ===b:=-1 I I I I I I I I I -----~ • I I I I I -----t I I I I I I I I I I -----, I I I ! I I I I I -----r1 I I I I I I I I I -----i-t I I I I I I I I I -----t -----w ---~ ----8 -------8 -------G I I I I I I I I I I I I L ___ L __ l_J_t------Ja0 I I I I ~ I I I I I I - I I I I I I I I I I I I ---t---t-1-1----G I I I I I I I I I I I I I I I i i i t----t---t-i---r-------G I I I I I . I -----G ----@ -------@ ====® n I le; I ~1 , ! 1 ~TON HERITAGE APTS. LJ g LJ ~ I Is. 2ND ST.AND MAIN AVE., RENTON, WA ;'~~MOS DEVELOPMENT CO. 11 CONSULTANTS i 11747 NE 1st Ave, Suite 300, Bellevue, WA 98005 I ~--~ I STRICKER CATO MURPHY ARCHITECTS O 311 1st AVE. S., SUITE 310 ° SEATTLE, WA 98104 ° TEL. (206) 324-4800 FAX (206) 322-2875 D WWW.SCM-ARCH.COM •' 0 SOUTH 2ND (NORTH) ELEVATION 2 ,,, .• ,... ~ 'r EXISTING AND PROPOS'" ;~: i i I I ~ (EAST) ELEVATION MAIN AVES. 0,. .. , . .,, VINYL WINDOWS AND SLIDING DOORS I ! I ~ STANDING SEAM METAL ROOFING C<llOR PRODUCT PROFILE lrlANtJFACTIJRER 0 ~.?,.~OR AND MATERIAL KEY Cl) ~ I-a.. z <( 0 f-z ~ ui ~ z <( ::;; Cl z <( >-' (/) Cl z "' (/) 0 0 co ..,. ~ u.i ...J ~ w (/) 0 ..- ('") w I- 5 (/) (I) ui ~ 0 ~°,~TH ELEVATION EXISTING AND PROPOSED GRADE PLANE PROPOSED BELOW GRADE AVG. PARKING LEVEL CD !~.~EY (WESTI ELEVATION STANDING SEAM METAL ROOFING ----- ~ ___,/"" • v " - I M~ 4~1-~~ I r---; __ 6~1~~ +----__ 5~-l-~~ 1 I +---- 1 __ 4~1~~ EXISTING AND ~ PROPOSED GRADE PROPOSE:;::1---I n--T I ---+ 1 1·, .. ., I ~ BELOW-GRADE ------+-. I ---·--. PARKING LEVEL ~ I I I I I . I . I ·. ·. I I I ~ -r1 -f--~---~---1--~~----~--. -~--,--~r---- __ 1s~~~~ ..J ~--TPO MEMBRANE SYSTEM AT FLAT ROOFS ':111 0 ~-?.~OR AND MATERIAL KEY ~ -ME@ 65 O" ~ -~~:.i~s b f _§_~:.'~~ ~ • _1-~;~~ f -~~t''7-~ f _2~:.~~~ b _L~v~.~~~ _ _.-. ''L l11f-=::.-;;...., --~,~~'-----lfL---~-----~-+---------~--~--~-~~~~--~--"-+-........ --~ __ ,_stJ'.~~ ~ . ~ _L!,V~,~~~ ~---~~ co N ~ ~ c{i N C") (0 0 ~ 0 0 co "i ~ C") ~ :======: ~ ci (.) I-z w ~ a.. 0 ....J w > w Cl Cf) 0 ~ I Cf) 0 (.) ig 0 '° g, ~ ,,; ::, > I a, ci 0 "' ~ ::, (J) ,,; ~ :i w z .... ~ ~ .J w I- g ..... co a> ___ s~;'~S --_s~;'~S 0 ~-~~ss SECTION THROUGH LADSCAPE COURT...J CD ;~,~GITUDINAL SECTION 11 II PROP I 11111',~, :11::=::-MEZZANINE i: ___ ss-o· ~ ___ Sth_fl""'---6\ 1: 56'-0"'J 11 ~---5~£~ ; 1! : I ~ ___ 4th.£1oor_6\ ; I 36'-<i"U' l1 ,, r--~:~~ I 1, i i ! ~ 6 i ci 0 I-z UJ ::i: a.. 0 ....J UJ > UJ Cl Cl) 0 ::i: Cl) 0 0 tO "'1" ~ C') ==:::::~ ~ .J w I- "' 8 co a, ~ .,; ~ ..91 Q) "' ci 0 "' ~ ::, "' .,; ~ J!1 w z .... i ... tO Ol ~ u.i ...J 0 ~ 0 -~§ (/) Cl) ~ I-a.. z <x: 0 w I-z (!) w ex: ~ u..i a:: :;l: z w <( :r:: ::; 0 z z 0 < ,_; I-"' z 0 w z N a:: u; ~TH 2ND (NORTH) ELEVATION ~-,-,,,,... @ 'r csr i EXISTING AND PROPOSED GRADE PLAN5 + I I ~ 0 ~~~N AVES._(µST) ___ _ MET AL PANEL SIDING VERTICAL ------ ----::1 ------I VINYL WINDOWS AND SLIDING DOORS ----- METAL PANEL SIOtNG ---- HORIZONTAL ----- CEMENT PANEL SIDING ------ BRICK MASONRY ---- FINISH ------- ALUMINIUM STORE FRONTS ~ E~STINGANDPROPOSED GRADE PLAHf - Q) I --' --'-'"~::::;;i~ TT I I ® I I I ~ t , , LL E-; (E) i © T I I I I I L.. T 0) I --------··----------METAL ROOFING ~ I ! I I I I ~ ·----------·---··--------------------------·---·-------------------- '11 64~~~ -~--_y ---I -MEZZA>ll>IE 6' b 63'-0"'l' ~ -t-__§\hJ.~ ~I . J ·····~~~ ~j i -~J~ ----r ~~f~ __ J _ Le,eLP<!<_~ "l s· -er ____::. , .. [loo< "'' :-==::::;;-;,;;-_ ---o·-~ ~ i ~ il i I' , I 0 (.) I-z w :a 0.. 0 _, w > w C en 0 ~ en 0 (.) (/) I-a. <( w (!) ~ ii: w J: z 0 I-z w ex: :g 0 3! 3E I ~ ~ U) ~ <( 7;5 LU z ... ~ ~ t I-z ~ ~ z ~ 0 ~ li5 0 z N cri I PROU 1 ~~ I E1.EVATIONS ~ L-------------------------------------------------------------------------------------_, ... I __ _ XREF LIST Ltscotc: 20 Resolved HLBLK RLSSEAI_ J<LDS[J\L 0970B190 WCLSEAL I X l/) / LL '!), G 3' ? 0 r---o, 0 ;J, 0 0 0, 0 "' ;:::- 0 ~, -, 0 °' ? ~ /\ I I E n. "' 0 N r--- 0 0 N " ro -::::_ 0 en z w "' er SEWER MH 48" COflC TOP EL = 42.12 12" PVC E. 12 PVC W. ONE V/AY VVF.:ST SIGN BENCH MARK "C" TOP SE BASE BOLT ~ ELEV. = +3.1 o CTR CHANNEL IE =35.07 I 0 0 d <D ,n "' --d <D "' '"' io -o, ~ 0 z --·------ N 88'24'43'' W 300.16' S. 2ND ST. MONUMENT, PIN IN CONC. IN CASE DN. 1.7 f I I N 88'24' 43" W 6" I ( LOT 1 ) ---- ASPHALl PARKING ----- . Cf) w > <( Cf) _J _J w s :o 9 ~~ '~ -,:') ,,,,. . . ./ ·---r I I ~ ,,,, I I I ~ I I I ( LOT 2 ) -------~-- ( LOT 3 ) CB l'X 1' CONG TOP EL. = 43.18 3" PVC W. IE = 42.58 4" PVC N. IE = 42.33 4" PVC S. IE = 42.33 ---- ( LOT 4 ) 1 STORY CONCRETE BLOCI< # 210 F /F EI_.EV. DOCK = 43.59 @ LOADING 1 STORY CONCRETE BUILDING PARKER PAINTS # 206 1 I L r A PORTION OF THE SW 1/4, SECTI()N 17, T23N, RSE, W.M. LEGAL DESCRIPTION "' ASPHAIJ"o 0 --I:< ci I "' PARCEL# 7231501110 BRAUNSCHWEIG ROBERT JOSEPH 912 S 2ND ST 1 STOIU COMMEF,CiAL CONCREfE SEWER C/0 ( LOT 19 )"--·~ ASPHALT / C 0 N C D r, I V _i;_ /I w I I ij I I I o1:I I/ 0 I 0 Q I CONc. f (· I ! v 1/ /I I 1 1 n 1 s~---'9i PARCEL# 723\$01245 N & C INVEST/lfENT LLC BLDG S E. 0.1 CB 2'X ' CONC TOP EL. = 44.57 4" CONC. E. IE = [[]}----C 1 __ OF, PROP TY LINE N 88'24'38" --- ( LOT 18 ) Ifs PARCEL # 7231501240 N & C INVESTMENT LLC METAL CONTAINER ON CONCRETE •• ,,. .02 120.08' ---- 25 MPH & 2 IIR PARKING SIGN -......._ 11t---11 ~I C 0 N C I I -EDGE ASPHAL_T I - ~~---"~~ 0 -C M,1~1 Jti,.ll N 88"24' " W ~---;15.09' . CONC. EDGE ASPHALT GRAVEL PARKINr, -ts METAL ANO WOOD ,, ' ARD RAIL --~ .,,,1,,.,'9 8" CONCRtTE WALL ( LOT 17 ) PARCEL # 7231501235 N & C INVESTMENT LLC GRAVEL PARKING 115.09' --- SEE SHEEf SX-2 ,~ x-.,..k "' 0 d "' b 0 '" ~ 2 HOUR o PARKll,G~ z C 0 N C ~ I I V CONCRETE GUTTrn 6" CONCRETE CURB / STORM MH ---36" 81,ICi< TOP EL = 43. 88 8" TILE THRU IE = 40.08 SEWER Ml-I 54" CONC cm OF STRUCTURE IS 2' S. OF LOCATED I.ID LADDER IS ON THE N. SIDE TOP EL. = 44.20 12" PVC [. 8" PVC S. 12" PVC W. CTR CHANNEL IE = 37.40 PARCEL # 7231501020 BRADFORD DEAN KENT 1000 2ND AVE S MONUMENT, X 1,1 1 & 1 /2" BRASS DISK IN CONC. IN CASE LOTS 16 THROUGH 20, INCLUSIVE, BLOCK 13, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF LOT 16, CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 7905070629; AND EXCEPT THE WEST 5 FEET OF LOT 17, CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 7905070628 EASEMENTS GRANTS TO PUGET SOUND POWER & LIGHT COMPANY A WASHINGTON CORPORATION ("GRANTEE" HEREIN), (NOW PUGET SOUND ENERGY), FOR THE PURPOSES HEREIN AFTER SET FORTH ON EASEMENT UNDER, ACROSS AND OVER THE FOLLOWING DES- CRIBED REAL PROPERTY (THE "PROMISES" HEREIN) IN KING COUNTY, WASHINGTON RECORDED UNDER AUDITORS FILE NO. 6638567 PARCEL A THE WEST FIVE (5) FEET OF LOTS 18, 19 & 20, BLOCK 13, TOWN OF RENTON, AS RECORDED IN VOLUME 1, PAGE 135 OF PLATS, RECORDED IN KING COUNTY, WASHINGTON: IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. PARCEL B THE NORTH FIFTEEN (15) FEET OF THE EAST FIFTEEN (15) FEET OF LOT 20, BLOCK 13, TOWN OF RENTON, AS RECORDED IN VOLUME 1, PAGE 135 OF PLATS, RECORDS OF KING COUNTY, WASHINGTON; IN THE SOUTHWST 1/4 OF SECTION 17, TOWN- SHIP 23 NORTH, RANGE 5 EAST, W.M. SURVEY NOTES THE PURPOSE OF THIS SURVEY IS TO SUPPLEMENT A SURVEY MAP PREPARED BY BT SURVEYS IN FEBRUARY, 2007 FOR USE AS A BASEMAP FOR ENGINEERING DESIGN. THE PRIMARY PURPOSE WAS TO MAP THE UTILITIES WITHIN THE MAIN AVENUE RIGHT-OF-WAY. THE BT SURVEYS CONTROL NETWORK WAS UTILIZED WHICH IS REFERENCED TO THE CITY OF RENTON CONTROL NETWORK. THE HORIZONTAL DA TUM IS WASHINGTON COORDINATE SYSTEM OF 1983/1991, NORTH ZONE, VERTICAL DATUM IS NAVD 1988. BOUNDARY AND RIGHT-OF-WAY INFORMATION SHOWN WAS INCLUDED IN THE BT SURVEY BASE MAP. OTAK DID NOT PROVIDE ANY BOUNDARY OR RIGHT-OF-WAY RESOLUTION FOR THIS MAP. ORIGINATING HORIZONTAL CONTROL MONUMENTS (NAD 1983/91, FEET) MONUMENT DESIGNATION 1887 -BRASS STAUB LOCATED AT INTERSECTION OF WELLS AVENUE AND RIVERSIDE DRIVE AT NORTH END OF BRIDGE. NORTHING 179491.8261 EASTING 1301296.3672 MONUMENT DESIGNATION 205 -CONCRETE MONUMENT IN CASE LOCATED AT INTERSECTION OF BURNETT AVENUE S AND SOUTH 2ND STREET, NORTHING 178573,3207 EASTING 1300549.0885 --{'--.----------------~ BENCH MARI< "B" 1,.1 TOP SW BOU FIRE HYDRANT ELEV. ~ 46. 93 ORIGINATING VERTICAL BENCHMARKS (NAVD 1988, FEET): ST. CEDAR RIVER PIPELINE #3 ® CONCRETE GUTTER ---·. =-=·---------- 6" CONCRETE CURB ,;;. 1 f--H4--- C 0 CTR. OF STRUCTURE IS CTR. OF LID I_OP EL,_ = 44, 11, C 6" CONC 5.E. IE = 41.63 ~ ~ 8" TILE N. IE = 41.13 T ~STOf,M MH E 48" CONC .I I I I ,$' w -ss~d-,ah' A cm OF STRUCTURE IS CTR OF LID -ss I~' J> I (JJ I " I I :,. I ,- -l I -1_: I I I I f8l I~' I L 'ii: TOP = 44.14 12" CONG S. IE 41.19 12" CONC E. IE = 40.84 CB 2'X2' CONC ..,... __ /;>X/. TOP EL. = 43.74 /' /,-,/'., 6" CONC W. IE = 42.59 ;.;;;;/:; 6" CONC E. IE = 41.44 /////> / ,//_,/ /, (/-"//, ,·.///'/_, //·'// _,//, I / ~/,<<(.,-. ,·/·/,// %~-· ,· , , ~, / ;;·>/'(_ONE WAY >><~' ' SOUTH SIGN CB 2'X2' CONC TOP EL. = 43.60 8" CONC IE = 40.60 i . I :s:: )> :.~~%>: //.//// :;;;<;:t :/ ;,c; %'. I STORY PARCEL # 7231500860 PATAS FAMILY LLC 1005 2ND AVE S I Z ~-+tt-ffi---lc/0/;~/:;; p AWN SHOP lo.,--ss_ ///// . ~ ·t> ///·· / // .. /_// 11 1 uifT] __ I_ g ~-~~; :>;:~;:~; (////,-·' ///,.c/, I' -----=----- ' ---GAS--·- I I I I I I, • ---'I G--- 0 N C -I~-' ~r V CB~ Ill-~-< 2'X2' CONC I TOP EL. = 44.56 I 5" PVC S IE = 42.79 I I PARCEL# 7231500880 CITY OF RENTON 25 MPH SIGN-:~ j'ca ---- fl:I I -BENCH MARK "A" I TOP NW BASE BOL , 1 ELEV. = l-5.28 I I PARCEL# 7231500885 CITY OF RENTON ------- MONUMENT DESIGNATION 2123 -STANDARD NATIONAL GEODETIC SURVEY BENCH MARK BRASS DISC, NGS ARCHIVE NO. SY0624, STAMPED "Q 462 1973", SET VERTICALLY IN THE SOUTHERLY FACE OF THE BRICK WALL OF THE U.S. POST OFFICE MAIL HANDLING BUILDING, LOCATED AT THE NORTHEASTERLY CORNER OF HOUSER WAY & WILLIAMS AVENUE S, APPROXIMATELY 4.0' ABOVE THE GROUND. ELEVATION=45.11 MONUMENT DESIGNATION 657 -NAIL IN LEAD IN CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF S 2ND STREET AND MILL A VENUE S. ELEVATION=44.82 UTILITIES REFERENCES TO GAS, WATER, POWER, TELEVISION AND TELEPHONE WERE FIELD LOCATED BY APPLIED PROFESSIONAL SERVICES AND ONE CALL REPRESENTATIVES IN JUNE, 2007. DOCUMENTS RECEIVED FROM PUGET SOUND ENERGY STATED THAT THE GAS LINE IN MAIN AVENUE FROM 2ND STREET TO 3RD STREET HAS BEEN DEACTIVATED. SIDE SEWER LOCATIONS SHOWN ARE FROM AS-BUILT DATA RECEIVED FROM THE CITY OF RENTON FROM -A SU~YEY.DONE BY INCA ENGINEERS, INC_ IN JUNE OF 1997. DISTANCES SHOWN ARE ''GROUND DISTANCES". GPS OBSERVATIONS WERE MADE USING TRIMBLE 5700 RECIEVERS MAINTAINED TO MANUFACTURES SPECIFICATION PER WAC 332-130-100. SURVEY INSTRUMENT: CONVENTIONAL FIELD MEASUREMENTS WERE MADE WITH A TRIMBLE S6 TOTAL STATION (3" HORIZONTAL ACCURACY). THIS INSTRUMENT AND ITS ACCESSARIES WERE MAINTAINED TO MANUFACTURES SPECIFICATION AS REQUIRED BY WAC 332-130-100, THE PRECISION OF THE CONTROL TRAVERSE MEETS OR EXCEEDS THOSE AS REQUIRED PER WAC 332-130-090, ALL FOUND MONUMENTS SHOWN WERE VISITED IN FEBRUARY, 2007. THIS SURVEY MEETS OR EXCEEDS THE MINIMUM STANDARDS AS SET FORTH IN WAC-332-130. LINE LEGEND --->+l---UNDERGROUND STORM --->.;.',---UNDERGROUND SANITARY SEWER --++++--SECONDARY POWER, TRAFFIC SIGNAL SYMBOL LEGEND ~ MONUMENT :Q LIGHT STANDARD -0 -TRAFFIC SIGNAL POLE PWR PRIMARY POWER --'fR-UNDERGROUND TELEPHONE 0 ELECTRICAL JUNCTION BOX Q TELEPHONE MAN HOLE ----fV----UNDERGROUND TELEVISION " TELEPHONE PEDESTAL IQ] GAS METER -------WfR--UNDERGROUND WATER -GA-5--UNDERGROUND GAS "· ,,. TRAFFIC LIGHTS 20' O' HORZ. SCALE rn GAS VALVE rn WATER METER W WATER VALVE C) TREE ® SANITARY SEWER MANHOLE @ STORM MANHOLE ® WATER MANHOLE WI CATCH BASIN ~BENCH MARK 20' 40' IN FEET I CALL BEFO.RE .. 'fQ~ Q1~~1:::a8,QQ::~?~:-~~??lj RECOMMENDED FOR APPROVAL '"'rr' ~ By: Date: By: Date: SHEET KEYMAP By: Date: SCALE: 1 "=200' By: Date: ~ --------f-+---1 00. ~ ~ ~ z ~ /'.= (I) ~s w os :J z ~~ w z~ ~ 0 z u <( >-2 z I-0 0... C ~ <( 0 < 0:::: 01-~ zf--Ow 02 0... w 0 0::: 0 0:::: '"OZW f-f-= Uj (l_ (I) c:d <C z (.., 3:. :5 zo -'"O ~(l_ 1-Z c.nN = f-W - ""' [;J f-- X • Q'.'. fJ) W(f) Incorporated 10230 NE Points Drive #400 Kirkland, Washington 98033 Phone: ( 425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM 30970.002.001.DS Project No. SX-1 Sheet No. Sheet of "'----------------------------------------------------------------------------------------------------------------------------------------'---------------------.i...-----------1 A B C D E F 1 2 CLOSE EXISTING DRIVEWAY (TYP) AND INSTALL NEW 6" -- CURB AND GUTTER PER CITY OF RENTON STANDARD INSTALL NEW 12' CONCRETE SIDEWALK -- ----------· --~S1ll>IG-CURB -MJD J;UJJER._ PROTECT IN PLACE -------·--· MIC! //lfJ ... & l..il,,IDA FLffC/··tri,' PROTECT IN PLACE EXISTING CURB ------- (IJ)T -------------~ EXISTING BUILDING, PROTECT IN PLACE ------------ SAWCUT EXISTING CONCRETE ---------- ~, (LOJ OI\/ELF3/SS 3 4 / 5 ---------- 6 AREAS SITE AREA ................................... 27,278 SQ/FT DISTURBED AREA. ........................ 35,912 SQ/FT IMPERVIOUS AREA ....................... SQ/FT , PERVIOUS/ LANDSCAPE ARE.A. .... SQ/FT · EXCAVATION ................................ 1,550 CY EXCAVATION NOTE EXCAVATION DISPOSAL LOCATION UNKNOWN AT THIS TIME EXISTING TRAFFIC SIGNAL POLE, --~ PROTECT IN PLACE EXISTING COMMUNICATION VAULT, ---. RAISE LID TO FINISH GRADE I ··I> I ' 7 City of Benton FJlanning Division JUL l G ZU14 --------I 1---- ,1/.-.• --. -·· =-:!__-~ _ -w ::::-=:-:--===--=:::12"±--_= ~=-~-r -1------\'/ ... _ --.. r /l <J -----r"--. -------... !-t,_ ·-71---------Gr}M-----.. ·-=------~---·· p -----.;;;.··-,.:..-,-..,,.."7.-_,,..../..,...67·.,.,..7 / / I - I j I ' 7 ·-.._ 2i •,,, R=25' OOIWIHG ABO~-l/J <J ~-~ ~ --. -------- --...... EXISTING PO~~ VAULT, RAISE LID TO FINISH ,!!RADE ·-r~v~·-0. i ·· i -• I · EXISTING POWER EAstMENT REC NO. 6638567 l........ ... -___ _, -:-,·· ----J1·--,f, .. ,.J __ ------r 15.," I / <; I.~ ·-·--·---S,>< ·--·-. -~ L.I . I \ · j [ 1 <I CORNER R'Q,_W DEDICATION _, I .·11 ! INSTALL NEW CU~B RAMP PER'1CITY O.,_Fi RENT~~ARD i";--t\-~iJ_J__.,- <J. l"_fiW 6" CURB PER CITY OF RENTON\ STANDARD_\ · J, f CORNER ENLARGEMENT SCALE: 1"=5' 16.0' 11.0' DEDICATION STA XX TO STA XX g I I • -----------I , . I GRAPHIC SCALE 10 20 l~I { IN FEET ) 1 inch = 20 ft. 2% ~ 6.0' DEDICATION STA XX TO STA XX i---------:::~"1----3" ASPHALT CONCRETE 2% - . I ..-.--6" CRUSHED AGGREGATE BASE COMPAClED SUBGRADE PER GEOTECHNICAL REQUIREMENTS TYPICAL ALLEY SECTION SCALE: N.T.S. NorfOA RY UNDERGROUND SERVICE ALERT ONE-CALL NUMBER (800)424-5555 CALL TWO BUSINESS DAYS BEFORE YOU DIG <ii z ~ 5 w oc §i I 'b ct. I I ('j -u ~-~ ... -I ~ 1\ ~ • - I " -J -d 0-"' ----~ .. I '"'J;;P I --' " u o!' C: -;; -;; " ci " .c: 0 ::, " " u z C: '" c ;; oc ·t .2' "' '" d, 0.. ..Q 00 ·;;: " 15 0.. 0 "' "' ~ '" u <( -, 0.. C> "" C> C> V) w w (!) > <( <( r-(/) z -I-<( <( a::: z ~ s: w w ~ :r: ~ cO z I-0 z 0:::1-~ <((/)W 0 a... 0:::: r-<Co z z N w • a::: (/) ~ I= >-u w -, 0 "" 0.. SHEET TITLE: CONCEPTUAL SITE PLAN I'""''° CI . I ! ii L-------------......---.---.,,_,~------~~~.,,_,~~-~~~---------------------------------------------------i-------~~~~~~~~~~~~~~~~~~~J-Plotted1 Jul 14, 2014 -4:26pm rhernondez O:\Dci-Civil\2014\14012-0023-Renton-Heritoge-Apt\dwg\14023-PLN.dwg Layout Nome: C110 SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Ii! ·. • I ··:•• ,• ' .. •. ;'________,______I ,: !-1 ' L "· . -·~, -· -,·, '" (:i]!- ------""--1._ © 1 A B C D ---. -------.c,--· E F 2 REMOVE EXISTING ALLEY APPROACH ----z-l--~·----------"' SAWCUT EXISTING CONCRETE EXISTING SIDEWALK, CURB & GUTIER, AND ASPHALT, PROTECT IN PLACE ---- ' 1NO .5. WICE Cli t P /\FIi( I !'·I G (, (F 1 i L -I ., PROTECT IN PLACE EXISTING GAS APPURTENANCES /A/CHA"L 'l UNDA 1-I):..fCN[f? PROTECT IN PLACE EXISTING CURB ------ EXISTING BUILDING, PROTECT IN PLACE & LDJ.J.H BUI REMOVE EXISTING ASPHALT------- SAWCUT EXISTING CONCRETE ------- .J iJ\ T/-lJl\JE Gt\RR!Ck' 10' WIDE err( 3 REMOVE EXISTING SIDEWALK & DRIVEWAY (TYP) ------ REMOVE EXISTING CURB AND GUTIER ------ 4 5 6 7 CONTRACTOR NOTES 1. 2. CONTRACTOR SHALL INSTALL FENCING TO SECURE SITE. ALL EXISTING BUSINESSES ALONG ALLEY ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. COORDINATE WORK ACCORDINGLY "'' •, ·"'"; H•<l',-.l;;,,, -••-""---, • ' ' ' ,.•,:. . .;. ___ ' City of Renton Planning Division JUL 1 8 iU14 GRAPHIC SCALE { IN FEET ) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER ( 800 )424-5555 CALL TWO BUSINESS DAYS BEFORE YOU DIG en z 0 1il 5 "" "' ' ~ ... -II ~ ~ ... !:I :ii ~ • -- L: .. g .,-----1 l <ii "' i5 -' 0 ;;= " -;; -;; " 0 0 ., " "' 0 :::, " ,. 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M-:". - =----------- ~------------ _____ _J -------------------------------------i -_____ T ___ -+---------------------------------------------------~-=------==I"-,-----------------rr:==~~'-1- ,;;'===========-.I' 11 1 1 Ir -- i ' -' , I i i I ! :~ • Ii I I 7 r: _____ ---:_~-~-- ' ' , l"aF;I r -1--11 -i -, ____ -----~ -,--,_---!,: 1 __ _ ----,-' 'I I II ······t·····S , .....•... , ..... ,, ''l,_;<T:;i I ,p ? I I : i I I I I i I I ' - ' • ; ! ' I ' ' 11; I I F-'-~------'-'_'_'''','. '1 ! I ' ~·- i ! ' ~ ' ' -!J ------11 i I ' ' ' -- I II II II II __JI I ··%"-----· I I I ~ ' I ' i,Jf, .. JI ---- .. ·11 -- ····· ··, ~-.. ------ --. l~- I \ --11 II II ---J --- I <'\ \ -II -I --L-)11 I c;;:, ;_/i _/ <" ; __J ~- I I I •1 I I •1 -, ;11 ii 1_111 ; I 'cl II J ~II ,'I I I RELOCATE EXISTING LIGHT POLE ' 0 I 0 n ' 0 I 0 n ----_I:..:_ ----=:.i I I"' b -1-----~·~; --~------------ .. ---~~::&, ---5, .. , ' ' ; ~;.-~~r\ \ \ \ \ \ 1 •. -~,,,.,_,-." I I I I I RELOCATE EXISTING LIGHT POLE ---------=····-·~ --,, -------------------=-----·--·--- NEW GINKGO BILOBA "Princeton Sentry" WITH 4X8 CITY STANDARD TREE GRATE, TYP. ____ ~--·-·., ·e • ccccc· • ·;;;;·· ···· ·· , ...... . --~-~,-~~-. --- ;···-j--·\·"!-···-,·cce··T'··j·"·; , :r: <+-r-11 l""vi : :,; ___ _j____j_ i ; i j __ i ' "'I:--------:r-- =c::t;=Cee ----------- ----l)\.__I _I I - ...,__ ------r-~-----------------~- RELOCATE EXISTING LIGHT POLE ----------=2. ""2:S'.'c:"':".,:··=:··::·""-··-·'+·-=-' =-==•====-------==-=-~-=-~=----=-' ., ' ; !, I illj 1,,, I ii '~i u1·, ;:! EXISTING LIGHT POLE/ TRAFFIC LIGHT TO REMAIN ------34' -o" -----=~:-=-::_ ___ 30'-o" ----~i:'='=----30'-o" -----=~~=-----30'-o" ----~¥------30'-o" ------'.~------40' -o" ______ _,,_ OUTDOOR LIVINGROOM AREA FIRE~OO~L / GUARDRAIL/SCREEN WALL ~RET~ING~YP.) --------- II . -I' ,Y', { // '/ II ~~-;:, 0 :, 0 ' ,./ 0 ,_ ,.... •• •• •· -a -4 -, • • • >- _:--J: 'I; CERCIS CAN ADEN SIS X (2) CERCIS CANADENSIS X ( 3) ,,0 )'Yz l5-' Y,,.,__ ' ,,7 : I >z t >:l, IY :.-. 'Z •, y-1-' F ~ '-{ -> ,~ I ./ . I '-. ... --'7i-I >-, ,: ' ' 7 PRIVATE PATIO BBQ AREA---.. -~ !/ I/ I\ ' \ . r ,! A ,, = ' ' (CONCRETE WITH ' , . ,'-I-,, -r I ---, -, ,:-~ : ('; l<5 ' ' ~ I!' SCORING PATTERN, TYP.) I /' ,;; '";---0 ' ' :-... I /'' -. -\--' ~ ------~ ~ 1 ~: I ' ' : I \ ' _/ ' T-~1 N P.::": ) IYc ' -;-l l , 15'_ I 1;-+-' ' -[N'._'.__ I'-------i -------~,-----r---1-'c--- -' ' ' 1-r-i' '' ----\.-c ---~-----··- ,J ' ! ' I V )) \ / \ A ' i ' ' \/ y ~ ,--~-,L,-----/' -------L-.-d:::7~ r?"'F : . A, ' v '-,, : ----I 8--, 'r L ~ . ,,: ~ a a J ' /\" '---. OUTDOOR EVENT --~I\/ I " -~, /' . -;/: ~ .,,1,1'[}) _/ /' --.____ TRELLIS/COVERED DINNING SPACE tr'~ "'_F'\ /' -~--AREA ' E~-' \ ' / -\ -!,· ' I •. , -. --__ , __ \--' r , ' -,_ ~/-I : I \ ---!-= -------I ---- : ' ' I ' ' I " V \ i " " -----\---! -~ , ~--• • _D ---\ ,, I -,, -----.. -- ' '. ! ' I ., i \\ ;"'-' - --- WITH \, I PRIVATE PATIO (CONCRETE -- / SCORING PATTERN, TYP.) PRIVATE PATIO i--c-/1 ,, ~ WOOD SCREEN WALL ' --' ' v (CONCRETE " DECORA ING POT STEWARTIA PSEUDOCAMELLIA X (4) -~--' ;v ' 1~---- WITH SCORING _1cSn ;[, PATTERN, ./ --= [L ---/I' :::a: TYP.) ~ q , -, ~' _ _____, ]\ -~~ACCESS - ~ \___ i ' == '==' -J?T J?T y'\i r·,L ) == A A :..-1 ~ 11 " 1 ==n r ~ 0 COURTYARD SITE PLAN 2f--------------------- Scale: 1"=10'-0" LANDSCAPE SCHEDULE SYMBOL BOTANICAL/COMMON NAME GINKGO BILOBA "PRINCETON SENTRY " 0 PRINCETON SENTRY GINKGO • ACER CIRCINA TUM .. VINE MAPLE 0 STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 0 RHAMNUS FRANGULA 'COLUMNARIS' ARCTIC FIRE REDTWIG DOGWOOD ~ RHODODENDRON MACROPHYLLUM PACIFIC RHODODENDRON 0 RIBES SANGUINEUM RED FLOWERING CURRANT '# VACCINIUM OVATUM EVERGREEN HUCKLEBERRY ii, SPIRAEA BETULIFOLIA 'TOR' BIRCH LEAF SPIRAEA SIZE/CONDITION/REMARKS MALE SELECTION, MIN. 2" CALIPER, 10-12' HT. WELL -BRANCHED ABOVE 6' HT., MATCHED, B&B. I MULTI-STEMMED, MIN (3) 2" CALIPER TRUNKS, 10'-12' HT., WELL -BRANCHED, FULL & BUSHY, MATCHED, B&B. MIN. 1" CALIPER, 8-1 O' HT. WELL -BRANCHED ABOVE 6' HT., MATCHED, B&B. MIN. 42" flT, WELL BRANCHED, B&B MIN. 24-30" HT. & SPR, FULL & BUSHY, GONT OR B&B. MIN. 18-24" HT & SPR., FULL & BUSHY, CONT MIN. 18-24" HT & SPR., FULL & BUSHY, GONT. MIN. 15-18" HT. & SPR, FULL & BUSHY, B~B OR CONT. SCALE: 1"=10'"0" O' 5' 10' 20' . ---.;.,....~--- City of Renton Planning Division JUL 1 ii 1014 STATE OF WASHINGTON LICEN~HITEC SCAr'[ /~:...._ />NDREW J EL RASMUSSEN CERTIFI ATE NO. 739 i I : I : ~ ~ ::, "' z 8 !~ _w iO I 8: 0 0 . (/) I-a.. <( w C) <( I--Cl'.'. w I z 0 I-z w Cl'.'. w z ~ z 0 I-z w 0::: w ~ z <( ~ 0 z <( i-..: en 0 z N en D LC) ,..._ co C\I I C\I C\I ct) ,-... c.o 0 C\I '-" ~ u. 0 0 co ""'" I ""'" C\I ct) ,-... c.o 0 C\I ......... . .....J w I- D " w .....J I- ~ w CJ) D 0 ..-- ct) w I--::> CJ) " . CJ) . w ~ ..... I" ,-I Cl) i 1r0. I ~ I I ..,- I I ' I i I I ! ct) I D i - PROJ. # PROJ.MGR. RAM CJ) 1-u w I- I u 0:: <( >-I 0.. er'. ::> ~ 0 ~ u WEISMANDESIGNGROUP L 1.0 0:: w ~ u LANDSCAJ'E ARCHITECTURE 1 2329EMADISONS1 205-322-HS, -' ,--- '>EATflf WA %112 WWW.~-~-GINC.COM \ __ _ er'. I-- CJ) 1 2 3 4 5 6 7 A RENTON, WASHINGTON '{B1 ~-l I -iENTON \ MWNICIPAL - '1-~ I Ae~ORT · / B "'~s·-I 'f AIR-PORT WA y % 405 ' C D SURVEY LEGEND (EXISTING FEATURES) n Flf,E HYDf:ANT l±i WATrn ME:TER FOUf'lD :(' GlAMtJtR CIT/ OF BELLEVUE CAP W(f'H l;i G.•S METER BASIS OF BEARINGS S88'24'40"E, THE CENTERLINE OF S 2ND ST AS Mt,ASURED ALONG THE .. NORTH LINE OF BLOCK 13, PLAT OF,. RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON. _;-,.,J-' ' VERTICAL DATUM __ (NAVD 'ab)-BASIS OF ELEVATION ORIGIN A TING VERTICAL BENCHMARKS (NAVO .1988, 1'1:ET): . ,, ------~()\ .. -------~( ' \, ----- ----- ~,-- S 7th ST '( 'tlb-'i.-- S~ G'rJ,\l·- ------------ ·------ I I I I S 2nd ST r S 3rd ST \~ - VJ \\ !_s! ~~ ..: VJ Cli'. 1 <fl w r!: I __ ) :::. VJ I I -------------I \ ·-,..- Cli'. Cl ~ VJ z w til --· .,,, .. '"' NOT TO SCALE ~.')i;u-·:.· \,., "",f \\ '--·'.\ -i '.< ' ,_ -~ ~-- 1J,~ :9QQ) !_s! .,: ~ z ..: ~ :::. ~ GAS \/i\LVE f'OUifl ?" SClU/\!li MONUMENT DESIGNATION 2123 -STANDARD NATIONAL GEODETIC SURVEY BENCH MARK BRASS DISC, NGS ARCHIVE NO. SY0624, STAMPED "Q 462 1973", SEf VERTICALLY IN THE SOUTHERLY FACE OF THE BRICK WALL OF THE U.S. POST OFFICE MAIL HANDLING BUILDING, LOCATED AT THE NORTHEASTERLY CORNER OF HOUSER WAY & WILLIAMS AVENUE S, APPROXIMATELY 4-0' ABOVE\ THE GROUND. ELEVA TION=45.11 SHEET INDEX CLEARING, GRADING. & UTILITIES E F @ '"1 (Q/ L)_ 6'\ '· ... j //,.' • cc L 1, /p .. , []lvl8X CATCH BASIN CLEAN OUT STOHM DRAIN ~1ANHOLE SIGN SAMITAfN BOU.AIW M,'\!L DUX L!GHT MAMHOLE O· CcJY POLE Cl F cw CSU M2 Mj FOUND 2' Sl)IJ/\RE COi\JC~\:~i'L. MG~:u~.-'.f}! r WITH LEAD t\N[J Tl:\Ct( PK wrn J ;JJJM!:'WM WASHEF( STAMf'EO 1'COB 1 (''H''--i D >OR P"-r:'iT 1""1'-_I\ ,t... , . I lf:J, 1,.Ji\1 N 222795_0+2 E 1520338 062 ,/2' WITH PLAS"fiC 3~HfJE{ CAP ST/\MPED ''HS/\ PL:) INCLUSIVE LIM ElfHlJUFD CHAIN UMI( fH-ICl CUNGKDI WAl .L CONCRETE DWu /\.\llTMDR6i~Vt\L POS1 F;:X~ THA:\J~;/itWJN OWTSL OI/F:RH8\D WI;?[ ·.vrn1 T:!i\FFIC SIGr,AL UGlliS ' MONUMENT DESIGNATION 657 -NAIL IN LEAD IN CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF S 2ND STREET AND MILL A VENUE S. ELEVA TION=44.82 LEGAL DESCRIPTION LOTS 16 THROUGH 20 INCLUSIVE, BLOCK 13, PLAT OF THE TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOT 16 DEEDEO TO THE CITY OF RENTON BY QUIT CLAIM DEED RECORDED MAY 7, 1979 UNDER RECORDING NO. 7~05070629; AND EXCEPT THE WEST 5 FEET OF SAID LOT 17 Dl;EDED TO THE CITY OF RENTON BY QUIT CLAIM DEED RECORDED MAY 7, 1979 UNDER RECORDING NO. 7905070628 . CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE FINAL LOCATION OF EXISl]NG UTILITIES IN AREAS CRITICAL TO CONSTRUCTION CONTACT THE UTILITY OWNER/ AGENCY. UTILITY PROVIDERS PARCEL II -o 2: 0 ~ 0 0\/FR METER W'o WOOU SHLD WATER, SEWER 7231501245 ~ -1: 1i CITY OF RENTON WATER AND SEWER DISTRICT 7231501240 ': ! c POWER I/AULT \'/Si; WOO'.I IJP UTILITIES DEPARTMENT 7231501235 i-j ! l IP] TELEPHONE s:xJTH -·-P----r"-ovrnHl,Nl rowrn UHF PHONE: (425) 430-6400 7231501230 -c ~-c ·~ STORM DRAINAGE FIRST AMERICAN TITLE INSURANCE COVER SHEET & VICINITY MAP ................................................... , ............. , ...... , ... co_1 GENERAL NOTES ................................................................................ ,,, ________ ,,,,,, .. co_2 DEMO & TESC PLAN, ........................ , ....................................... _____ ,_, _______ ,_, _________ C1_0 CONCEPTUAL SITE PLAN ............. , ................................................. , .............. , ........ C1.1 CONCEPTUAL UTILITY PLAN ........ , ......................................................................... C2.0 WATER MAIN PLAN ...................... ,, ........................................................................ C3.0 OWNER/DEVELOPER . -,_ COSMOS DEVELOPMENT COMPANY COSMOS INTERNATIONAL CENTER 11747 NE FIRST ST. SUITE 1300 BELLEVUE, WA 98005 I CONTACT: OSCAR DEL MORO PH (425) 451-8188, EXT 130 FAX (425) 451-8498 CIVIL ENGINEER DCI ENGINEERS 818 STEWART STREET, STE 1 OOQ SEATTLE, WA 98101 CONTACT: DARREN SIMPSON, P.~. PH (206) 332-1900 FAX (206) 332-1600 ARCHITECTS STRICKER CATO MURPHY ARCHITECTS, P.S. 311 FIRST AVE S., SUITE 300 SEA ffiE, WA 98104 CONTACT: ROBIN MURPHY, AIA PH (206) 324-4800 FAX (206) 322-2875 SURVEYOR · -~ "-" IT1 1 1r;c1r VAUlT · ,_., ___ P ---------------P -------IY-.!UU,GHOIJ1'lD POWrn Uri:: CITY OF RENTON COMPANY, FILE NO.·. NCS-627016-WA1, ~,--!c-~~s ,_.-G LLJ c-' ' , -UTILTIES DEPARTMENT DATED NOVEMBER 18, 2013. ,,_-, y u :::: <= ::: C2():£J UTILITY POLE \\lffH 1.Y!JOD SUPPOFT AR/1AS UVtHHt)\0 ;\ND -11 ._b,,Z lie ___ · ____ • ~ .. o··__ r---p.,_T--' ii::LECOMMUNICATIOi~ F~IIHRrzENDgl:FSTR(R4El2C~T)o~30-7000 -:,_ -·-, R .::: :'.'. ~ ~ UTILITY POLE WITH UGH! _ u c '° 1VllJ WOOD SUr:'PO~\T ARMS ---·,"---T--·-·---·-··:r-.... -· OVEHHEN) -IELECOM1ilUMl'.)\TION Ul'JE S § .9 _f ('") W o t: ~J -~ ] !7il POWER ~ :11 11_ '6 15,J.i 1JNK>1owN v.,.u1 r ·-., i; ---G --GA'c L1?1c PUGET sou ND ENERGY p NS City of Renton Planning Di\1ision JUI_ J ; LUil ui z 0 vi 5 l,J "' ! 1il -II ~ ~ ... ~ :i ::c • -"" - L: -,; ~ " " "' -"' 0 u <= -0 -0 "' 0 0 "' "' -<= 0 ::E C: " i= u z ;; "' .__., "' "' ,. 0, (L _., e 'in .,. e 0 (L 0 "' "' ,. u < ~ (L Cl "' Cl a If) w w l!) > <( <( r-(/) z -r-<( <( 0::: ZL 3: w w - I LCX::Sz r-0 z 0:::r-~ <((/)W 0 CL ~ r-<Co z z C'\J w • 0::: (/) cJ F F >-u l,J ~ 0 "' (L SHEET TITLE: COVER SHEET 8. VICINITY MAP _,,_ __ 1' , 1 ,,a1,,-,l-L'',-',' 'L'i•,.J·.: 13230 SE 32ND STREET co UNDERGROUND SERVICE ALERT s ~-? ~ :::i:(1:1:::y :~:::·ICHMfoRK ~~==: ==~ ;-_-_ -_ ~MliT/\PY ._ BELLEVUE. WA r r f oR .· ONE-CALL NUMBER :if1j NO (~A~~lo4s:s~E~~:s55 ISHEETNO. CO.I ~ u r-·-w BEFORE YOU DIG 'ij @ L------------~~---~~~~~~-:"'~~-~~~=-:::-:':"':'"-~-:-"."."""'~=-:------------------------------'"'1""----------------------------------------------2:::;;;:;;;:;;==;;;;;;,;;=;;:~b'.;;:=;;:;:;;:;::;:;;;_::~~ Plotted: Jul 14, 2014 -4:26pm rhernandez O\Dci-Civil\2014\14012-0023-Renton-Heritoge-Apt\dwg\14023-PLN.dwg Layout Nome: C001 SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. - @ A B C D E F 1 2 3 WATER UTILITY NOTES AND SPECIFICATION NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTIMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STIREET RIGHT OF WAY SHALL BE LIMITED TO 8: 30 AM TO 3: 30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTIMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TIRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TIRAFFIC CONTIROL PLAN IS REQUIRED TO BE SUBMITIED AT THE PRE-CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTIROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINT AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509) VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEAffiE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERA TING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1 /2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERA TING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEAffiE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HA VE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATIACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LA TEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WA TERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WA TERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG" ONLY. 17. 'PIGS"SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERA TING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTIMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON .STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST fJERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 711.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTIRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEP11-l OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 4 5 SANITARY SEWER NOTES AND SPECIFICATION 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPRbVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTIMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTIRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSlRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS _QN THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTIRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSlRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, ,THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY lRENCHES ON EXISTING lRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTIMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTIMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSlRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILQING/f'UBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/AP;,/IA STANDARDS AND SPECIFICATIONS: AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE lRENCH BOTTOM OR THE TOP OF THE FOUNDATION MA TERI AL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING .MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTIM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM Z'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSlRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSlRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL lREA TIMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREA TIM ENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3: 1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRucnoN ENTRANCE, 20 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 6 7 SURFACE WATER DRAINAGE NOTES AND SPECIFICATION 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTIMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTIMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DA TUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTIMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSlRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTIMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTIMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSlRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MA TERI AL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS C", WITH THE EXCEPTION OF PVC PIPE. ALL lRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTIM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREA TIM ENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STIRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THRbUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS _SPEGIFICALLY APPROVED 8Y:CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. ': '.•/. •: . . .... '. . ·: .,,.. . . ' \ ·oc. -. .(-~:-.. <· 14. ROCK FOR EROSIONPRQ1~CTION \ OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH. Q[Qt1E (1). FOO! AN~ MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70%'PASSING; 2 -4 INCH ROCK /,J.Q.-~:}0% PASSING; AND LESS THAN 2 INCH ROCK,/ 10 -20% PASSING. ~-'-'·:"'}', "-· 15. ALL BUILDING DOWNSPOUTS AND\FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, 'CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON cpMPLETION. ·. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07'-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). City of Renton Planning Division JUL J o 11Jt4 UNDERGROUND SERVICE ALERT ONE-CALL NUMBER ( 800 )424-5555 CALL TWO BUSINESS DAYS BEFORE YOU DIG ci:i z 0 u'l :;: u.J ct: § ~ I N -II Si! ~ ... Ill :i i2 • -- L: -d ci:i " " 0, -" _, 0 " ;,; C .;; .;; " 6 0 .c 0 "' ., ., u z C .. c .; ct: •-', 0, " .. ci, Q_ .Q e ·;;; "5' e -a Q_ 0 ., " " " < ~ Q_ 0 ct: 0 0 (/) w w ~ > <( <( I-(/) z -I-<( <( 0::: w ZL s: w - I Lcx:5Z I-~ z ct:: I-z <(U)W 0 0.. 0::: I-<Co z z N w • 0::: (/) w F ~ f--u u.J ~ 0 ct: Q_ SHEET TITLE: GENERAL NOTES I""'"' C0.2 ~ L-------------------------~ ........ ------------------------------------------------------------------......;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;..L--------.....J-Plotted: Jul 14, 2014 -4:26pm rhernondez O:\Dci-Civil\2014\14012-0023-Renton-Heritoge-Apt\dwg\14023-PLN.dwg Layout Nome: C002 SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. @ 1 A B C D E F 2 EXISTING WATER LINE, PROTECT IN REMOVE EXISTING ALLEY APPROACH SAWCUT EXISTING CONCRETE---- EXISTING SIDEWALK, CURB & GUTTER, AND ASPHALT, PROTECT lt:J PLACE ---- 3 REMOVE EXISTING SIDEWALK & DRIVEWAY (TYP) ----- -_.REMOVE EXISTING CURB AND GUTTER ----- EXISTING CURB AND GUTTER, PROTECT IN PLACE -- 15' X 15' L.st\lrJtl CFH)UND P·o~ 4 ""·"' --·.---~ ~·~""''" ... f,'15.E;t:,V_] __ ,fT_l_ f:<1 -~: _!!9 :_ ~~?-~.~3t, 6 7 i/lATCRUNf:~ -~~-----------·--·--------· s., ...,, __ 5 [ ___ ------ ,ROTECT-IN-Pl:AGE--EXISTING ~LECTRIC/.. COMM....'LA.U.L TS_ 8XISTING TRAFFIC SIGNAL POLE AND HANDHOLE -·--·---.. :·--·---·-- r i l -------------------· -----·-~-·-··-·----\ 1' . --).s\ ____ ~R0TEC1.-1NPLACEE)(1STING-ELEC'TRIC;l ·COMM VAUL:rs) 6 -.:c. .:_ "'c'r""'""" '--J[][.::: c::.:..: --:cc c= = :-----, :=:.::::: :: = ::-: _ ' \r 0Y. : __ ..,,..,,,·;::::·,;:,._Id__;,·· ---·· -------,;:::: = =: = .. ~ ~--::-~--.· --~~-_ .... __ ----.::-.::···=:,:;;-·----· -_.)--.:,-,y:.· J --r---""" ;f ~- :f CrlY Of r:d,n.oci:, ASPHALT P1\nfGNG (/.OT 1) PROTECT IN PLACE EXISTING CURB -~~---- (Lor 2 J 206 AV[ S 1 STORY M/\30:\RY EXISTING WATER LINE TO BE REMOVED AT MAIN,---------- RETURN METER TO WATER DEPARTMENT (Uff '2 i fJ WELLS 1 :<TOHY f,11A')1 )N:1Y REMOVE EXISTING ASPHALT-----..._ SAWCUT EXISTING CONCRETE---- EXISTING GAS LINE, PROTECT IN PLACE ---- ------------- SAWCUT EXISTING CONCRETE---- _ ,(LOI J LA "i'A!NE GARF!ICI\ 10' WIDE SAWCUT EXISTING CONCRETE ---illJ.JiJ;.,l±,j---;'l:it EXISTING ASPHALT, PROTECT IN PLACE ----- I .l r1 --------------·-,;,:;;;~ .. -~ ---ft ' --------- [' INS~ALL CATCH BASIN INSERT (TYP) L REMOVE EXISTING DRIVEWAY 11' I " '11: I I J ~ 11: Ii I ! T ! lll 11 ---t-if-ii RE~OVE EXISTING CURB AND GUTTER, END 1 .1 a f 1! 19 (Lor , \ !/ ,L r~ .. 1"< I ,zJ,-----i---t----2,.'c:----~I;:[ __ ._ ,:: 1 1 1:: i : 1 1 SE~IMENT TRAP OR BAKER TANK r==--~c-cc-=. 0~_0 __ -=-~~==;:t;;"'=::J-~j_Jlll ;J__/ 1 31/---' 1: EXl}TING CURB AND GUTTER, PROTECT IN PLACE f1__or ·coNcRm I I .,-.• I / / -,.~ '. ,iiif I -ss--[-f---i-1 NCRET l,cQI .:, fg : RE~-iucO"'V.,.E•E"'Xrc:1s11ll"'N,.,.G-<S"'TREE-'f TREE AND PLAWrtR (ro>) 11 iii Ii I I I ,, i1 I ~-·-,~-w,sl---11· --v 1,1 1 1: 11 1 "Ji/ i I i Ii i / 111 1; r;,;: 11 REMOVE Ex1sTING 4" sToRM DRAIN AND cAP AT MAIN llll---llil-.t..·-.1/l·!d i ·'" /i I '!'i~r.----~:----f-/_ f .... I, f, 1 1 •-1', IN TALL SILT FENCE/ STRAW \'IA111..E,S>i{ ~~r:=':'::'"'::::'=-:---.'.1:::2.;::0;.;;. C:.::)9'..._'--------,--JJJ'l I Ii I \ I I I:: 1 1: E~ISTING SIDE SEWER, CAP AT PROPERTY LINE , i >, --t-·11·-·r·t ,I ~ "' I I :,~1·i I 11 1 GRAVEL PARKING S8B'24' "r '-115 09' (1.01 16) C 723150-1230 ) COLBY RE LLC "[ !15.)(J' 1 f\li/,Ji,J AVE :::: STOf~Y MASO!ifrl "2 HR PARKING" ~=-EXISTING BUILDING, PROTECT IN PLACE t '!OIA MA.')CARINAS '• ----t---l).•I_ R~LOCATE EXISTING STREET SIGN, PER I I/ ~ANSPORTATION OFFICIAL RECOMMENDATIONS ---r-i!----dlSTING E:LECIRICAL-CONDUIT, ~ROlECT lt4 PLAGE xl'tt---·-C j ---1--'( 1 / ! I I 1 r 1: I., • ,I 1 I ~P i11Y'> ,'1/ I '· Ii'~ : :1'-'111~ I !I V)' TS?:> "''0,1,.-_. I .' 1,,, 11 Z: ·" ' '~--J:UJ ' 11 i l"'ir;> I ii , 1 1::?. ,, , I ii i I [Ii<( I 'I I r-r-~ ~ --s: -•. r-/r---J~ v,1! 1//<e I !i , ''11:::::E > ,I I I ! 1/: T Ii/ / / 1' i: ,1• EXIS IIIIIG ELECTRICAL -VAULT, PROlECT IN PLACE ! : I 11 I 1 '1 :i,, :1 f ONSTRUCT CONSTRUCTION ENTRANCE ~l.L,.,.==--t--1[ 1 -;-~ROTECT IN PLACE EXISTING STREET LIGHT (TYP) < I 1, [_ !f IKEMOVE EXISTING SIDEWALK r // !PROTECT IN PLACE E~kTING GAS METER 1-,.,-----H!---1SAWCUT EXISTING co~pRETE I !] II II II II f-------_l;-i --------- 7 CONTRACTOR NOTES 1. CONTRACTOR SHALL INSTALL FENCING TO SECURE SITE. 2. ALL EXISTING BUSINESSES ALONG ALLEY ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. COORDINATE WORK ACCORDINGLY ' "'· "·-,·,;' \ 20 I City of Renton Planning Division JUL I H /.u14 GRAPHIC SCALE 0 10 20 --1111 --IC] I I ( IN FEET ) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER (800)424-5555 CALL TWO BUSINESS DAYS BEFORE YOU DIG vi z 0 V, 5 uJ "' ~ 1'l .... I -~ ~ "-~ 1 :c • -a: - t.: -g ~ " "' ""' 0 " ~ " .;; .;; " 0 ..c 0 d ::,; " " (.) z " "' C: ;,; "' -~ -~ " " d, (L ..c .,. 0 15 (L 0 ~ " " ~ "' 0 < .., 0.. Cl "' C, C, V, w w t!) > <( <( r-(/) z -1--- et:: z<( <l: ~ w WL ~ :r: L a., z 0 I-~ z 0::: I-z <( (/) w 0 a.. 0 a:: r-<(z z N w • et:: (/) ~ F >-- (.) uJ .., 0 "' (L SHEET TITLE: DEMOLITION &. TESC PLAN I"""' Cl. 0 LP-lo-tte_d_: -Ju_l_1_4_, -20_1_4 ___ 4"",2""6p-m--,h~.-rn-a-nd~.-, -O'."':\~D'."'c~i-""c~ivi~l\ ... 20~1 ... 4'."\ 1~4 ... 0~12'."_ ... 00:::2::3--='Re-n'."to-n--:H":"e""rit~ag-.-_"."Ap~t\~d'."w".':g\ ... 1".'40~2~3--:::PL~N~.d~wg ....... L~a~yo~ut:-:::Na~m~.-, ""c':":, 0~0:----------------------------------------------------------------------------------------:S~E~C~Tul O~N:;-1177-, ~Tr:o~wi.NicS~H'jlirpi"':2;"3~N~O~R~T~Hj,-":'R~A;:":N~G~E~0~5ciE!"A;"cSTT-, ~wm. M~. - @ A B C D E F 1 2 CLOSE EXISllNG DRIVEWAY (TYP) AND INSTALL NEW 6" ---._ CURB AND GUTTER PER CITY OF RENTON STANDARD INSTALL NEW 12' CONCRETE SIDEWALK ---- 3 --~ -~IS-TING-CURB AhlD.....GUIIER... PROTECUN _P_L~CE -----..__ RAISE EXISTING STREET LIGHT COVER TO FINISH GRADE --~,, INSTALL NEW 6" CURB AND GUTTER CITY OF RENTON STANDARD "MO R!GHT TURN" ·. (LOT 1) tj' CHA! N Llit\ rncLOSU'l'': PLANTER PROPOSED BUILDING COLUMN (TYP) ----__ ____.. MIC:f-iAE1 & i COMC PROTECT IN PLACE EXISTING CURB ------ 'I n7·· ?) \ _,.,, -- GRECOff( f"!Si' lD7 PROTECT IN PLACE EXISTING ---=:::--- COMMUNICATION LINES PROTECT IN PLACE EXISTING GAS LINE ---~ ---~-------~-- SAWCUT EXISTING CONCRETE ------ (LOT 5) c·--·---.. J LATAINE GAY(F<lCI< 10' WIDE ------------- Cff/H}:_(S DIVELBISS . I I .. l··· I ..• . -r·1r~ ,,~Jr 11 I _J I l'i L (1)) !8) ,-i' -1 I (. YD!/\ AM St /1J~!NAS l20 120. BELOW GRADE PARKING _ __,. UPPER FLOOR/ BALCONY-~----- EXISTING BUILDING, PROTECT IN PLACE ---- 4 1:: i " /' [i! 5 1----------~ -----~ -----~--~ INS~ALL NEW CURB RAMP PER CITY OF RENTON STANDARD I CLOSE EXISTING DRIVEWAY (TYP) AND INSTALL NEW 6" CURIB AND GUTIER PER CITY OF RENTON STANDARD I' ~-;I coJTRACTOR T0 POT HOLE AND VERIFY LOCATION AND !! ~ ,:/, -•· / I/ ~~~~~g~s?JG:x1sT1NG GAS AND WATER LINE AT ALL ~"e,t;,..,.fi'"f ....... V.' f,,-t----$ ---f-rl'J--1 .r-,14---11+-· . _L. I " I 11 i I ~1 · ;J 1' 1 , 1 1 ., 'I i,, jl I !I ~SS-·l--'fl ·+·( ~ ~l :: c:,e; I ii S;E[T RESIDRATION .PER CITY OF RENTON STANDARD .:: f 1 / INSTALL NEW STREET TREE AND PLANTER (TYP) 1J/ J1 I 1 --++~-1---r ii ExisTING cuRB AND GumR. PRoTEcT 1N PLACE (/) '11 I Ii '" I 11 RAISE EXISTING STREET LIGHT COVER TO FINISH GRADE ! I I I I I '" /I I 1 1:: -~ I 11 Ill ,,:I, ct.psE EXISTING DRIVEWAY (TYP) AND INSTALL NEW 6" en i:: // C~RB AND GUTIER PER CITY OF RENTON STANDARD 'f,l ·--1 i----·~.-·-:-~-ss--.. _,.!Ii. -/--> ~i;...;. ....... -if/: :-"-. .I.J.1.: ... :: ;S'. /"' ,. h1 ·' 11 I ~ ....... ~--~ [, rr:: • I tl . '.0 I ' I ii I , ' IJ ~,?L: -+-rtii~ SfEET RESTORATION PER CITY OF RENTON STANDARD (TYP) '• --------------I I ~ti'---_J-G I --I I I -t---___JJl)!.Y--+-iri -INSTALL NEW STREET TREE AND PLANTER (TYP) ,+-j,?~/[:,!~-;-:,l 1 r--_ -+--J/+--/-11STALL NEW 12' CONCRETE SIDEWALK I/} Ci I ,· ,' ;:z~::: j !I I f',i1w "' II / i: ~ J.---rr-:i -dLOSE EXISTING DRIVEWAY (TYP) AND INSTALL NEW 6" ,, i 11 .••• ;[ quRB AND GUTTER PER CITY OF RENTON STANDARD 11 ---:11z "'---,-- 1 • 1,1··-T' s,p_ -· ·!--".:(Iv, I 1 1 -j J! ~ '? I ii~~ t ,/ I I Ii · ! If 11 Ii I II ! Ill I l, 1 u, 44;.0, .1 I -----------~ XISTING POWER CONDUIT, PROTECT IN PLACE !STREET RESTORATION 11 fER CITY OF RENTON STANDARD I I ll !) •) ! 6 AREAS SITE AREA ................................... 27,278 SQ/FT DISTURBED AREA ......................... 35,912 SQ/FT IMPERVIOUS AREA....................... SQ/FT PERVIOUS/ LANDSCAPE AREA .... SQ/FT EXCAVATION ................................ 1,550 CY EXCAVATION NOTE EXCAVATION DISPOSAL LOCATION UNKNOWN AT THIS TIME .!1 </ EXISTING TRAFFIC SIGNAL POLE, ----._ PROTECT IN PLACE EXISTING COMMUNICATION VAULT, -~ RAISE LID TO FINISH GRADE T BUILDING ABOVE l ·- _:_:r_{j <J /\ ........... EXISTING POWER VAULT, RAISE LID TO FINISH .C1RADE EXISTING POWER EASiMENT REC NO. 6638567 CORNER ENLARGEMENT SCALE: 1 "=5' 16.o' I 11.0' ! DEDICATION SH, XX TO STA XX 6.0' DEDICATION 7 < I I City of Renton Planning Division JUL 1 6 1Ul4 ~"-'--'-"'---'-'---'"-"-':~e::J--3" ASPHALT CONCRETE I ?TA XX TO STA XX. \ 2% - ' --• I . . I . :· TYPICAL ALLEY SECTION SCALE: N.T.S. ...-,---6" CRUSHED AGGREGATE BASE COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS RY GRAPHIC SCALE .• i:::oR co NOTr 10 20 l~I { IN FEET) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER (800)424-5555 CALL TWO BUSINESS DAYS BEFORE YOU DIG vi z 0 vl 5 uJ "' ,.., ! ~ -II ~ ~ ~ ~ i2 • -- t.: ,; vi '" '" c,, "" -' C " :;;: " .,; .,; ., 0 C '" '" "' 0 "' " ,. c u "' z ·i '" ;,; a. ...... ·,; ,. ,:;. 0 .c e 0 a. 0 '" '" ~ ,. " <( ..., a. C "' C C (f) w LU (.!) > <( <( r-(/) z -1--<( <{ 0:::: ZL 3: w LU - I La, z I-~ z 0:::1-z <((/)ill 0 a.. Ct'.: r-<t:o z z N w • 0:::: (/) ~ F f-u uJ ..., 0 "' a. SHEET llllE: CONCEPTUAL SITE PLAN IHETNO Cl. I ~ LP-lo-tte_d_: -Ju-I -14-.-2-0-14---4-,2-6p-m--rh_e_rn_on-d-ez--O~:\-Dc-i--C-iv-.il\_2_01-4-.\1_4_01_2 ___ 00-2-3--R-en-to_n_--.He-,i-ta-ge---.Ap~t\-.d-.wg-.,\-.,1~40~2"."3---.P-.LN-..d-.w-g--.Lo-yo-ut~Na_m_e_: "."C1~1"."0-----------------------------------------------------------------------"""'------------.S~E~C~T~J~Q-.N-.-.1~7-.,-T~Q~W"."N~S~H~J~P~2~3:""-.N~Q~R"."T~H-.-, ~R~A-.N~G~E~Q~5~E~A""!S~T~,~W-..M-. - ' 1 A B C D E F 2 EXISTING 66" -WAIER .LINE,YRQT.E_CTJ!':! PLA_(;E_ _ ASPHAU P1\R~:!~IG ('Jf1T11 LU! 1) MiCH.-<\EL & Uil.JDA U.tJCHER ,- (LOT 2) 1, ..... "') \ d) I ·~1 (LOT 4~ 1 •.. " .. :":.c.C:'..C: ..... '..c'.0:'.C'. .•• I 6' CHAIN LINK TRASH fJ!CL03URr: ~------------ SAWCUT EXISTING CONCRETE-----. 3 4 5 6 _,,.., ,'. \ ------------~ 7 SEWER NOTE 1. POT HOLE AND CAMERA TO VERIFY INVERT ELEVATION, LOCATION, AND CONDITION. RELINE AS DIRECTED i:lY -.. ENGINEER IN ACCORDANCE 'MTH CITY OF RENTON STANDARD. 2. PER THE PLUMBING CODE BACK WATER VALVES ARE REQUIRED ON ALL SIDE SEWERS WHERE THE FINISHED FLOOR ELEVATION IS LOWER THAN THE ELEVATION OF THE THE NEXT UPSTREAM MANHOLE RIM ELEVATION. UPC 2009 SECTION 710.1. NOTE ALL NEW AND EXISTING HAND HOLES & VALVES SHALL BE FURNISHED WITH NON-SKID LIDS City of Renton Planning Division JUL J 6 2014 GRAPHIC SCALE ( rn FEET ) l inch = 20 ft. tn z 0 (/) 5 u.l "" § ~ I <'I II -~ ~ ... ~ :il :c • -"" - " -d ~ " " "' ti 0 I ~ " -0 -0 " ci 0 -"' "' " " () "" z " .. 2 '" ·e "' " .. 00 CL -" ·;;; '> e c a.. 0 ., " .. " <( ~ CL 0 Q'. 0 0 (/) w w t!) > <( <( I-enz -r-<( <! 0:: w ZL 3: w - :r: La:5 z r-~ z O:::r-z <C en w 0 a_ 0:: I-<Co z z N w • a:: en ~ F I- () u.l ~ 0 0:: a.. SHEET TITLE: SITE UTILITY PLAN 1. @ 1 A B C D E F (/OT l9) '.SB8'24'JB"E I hJ)9' // 1T1··· '7' \=·-' I ) 1.20.09' 120.09' I 15.D9' (,11r '6) 1.L .. ·, r 221 \1,4.!t,J AVE S ·1 STOR'( i~tA.SO;,,r,zy 2 3 4 --------~--- --------~---- -----.. -- 5 6 NOTE: THE OWNER IS IN THE PROCESS OF OBTAINING ADDITIONAL SURVEY INFORMATION. THE CONSTRUCTION DOCUMENTS l'l1LL SHOW ALL AVAILABLE STREET & UTILITY INFORMATION. ~~.,,,d AT.i.~;!_NE~~-'~,LE~~--•--- /i/ 1/r i ~i I:: -( /°S~-·1r--r I' I I I• I I ' I r,:, I , ! II ::;: s !/ I '·~1r! (J1tl i: [ /1 1/ 1 I "I ' 'I I I I I :1, :ii ~ · ---:1 I - 1 r,s-t--t -, Ii/: /:i ~-i I:: ·I I [I I !I 11 11 I I I ,' ' 11 i , • , I, 11 ' J-1~~ 1 ,'f :; l::;:1 Iii :EXIS~NG SIDE SEWER (TYP) ILIJ 1· : Jr U'l ,, I 11 I , 11' I ,1' i/ ~I ii -I . ! • ------_ ::i I w 1· -1T· 1"··'·-!r -·-; ---------- !P J. ::> ' I: I l :: I .. ,, 1 r z I 11 . , J· 11 .1.·,. 1/ L,.J I 11 "'.1· i I :11 1 >1 'II . I Ii \:ii 'I' l1 <{ '·" / 11 ' I f ·"/.[ j I Z/n i : l I . I ~ 111 11 :cc 1 ,i •. 1' Ii ·······--·-an,lt+/,,. .. ·:::E. J 11 /·.• ·.··I I ·1 ----e!Jl'c.' ' ' '. I d . . I ··-·······--1 ·d ... ,1f:.1/~l1::;.:>~.! I :/ l::;:11 : / 1/1 1 t: (~)1··, I 1 1.111.1 I :: I m·1· ·, sTRtET RESTORATION PER CITY OF RENTON STANDARD i ·--·-·1 I I ·s'I [ [ I 11 I [! I I 1i I ' I ! ,----- 11 I /II ::;:l I I I ' i I I ii I I ' I I I ' Ycl'. -·1,r -ss-r-t---1-1 i I -.,1. I i : i I.• I 1' 11 I 11· I i :ii I! I j I I II ' 1[ I l/1 j ii ' ii NE~ 12· DIP @ 608 LF. Iii I ,I J, 11 ::;: i MINI. 4' OF COVER ii'! I if) :1 I I 1/ i 11 + I i' Ii I V ii i I . ; Ii I I ---,'r,: ,,: T ,r-//· - EXISTING 12· STORM DRAIN .l[LINE "' !I' '2 / 111: j::;: II (( !. \T I \\ I // / ,J (\\ I :: 1·· I 1: \\. l--~j 11 l"'I " '"~· +---CONNECT TO EXISTING 12" WATER LINE 1, i ii iSj I -~-~---____ _,/ (~;, I Ii I ··1· ' \1) i ! I 1 1. I EXISTING 12" WATER LINE -==::::.:....~==-~::~:::..::::==::::::;----:----... ----··-,i. "'..::'.:, Ex1sT1NG 66" sTEEL-wA n:ifC1NE s··covtt VERIFr1!; -~---~---. l I J I ' EXISTING 52" STEEL WATER LINE, 8' COVER, VERiFY / 20 I 7 City or Renton Planning i)ivision JUL 1 6 2014 GRAPHIC SCALE 20 I ( IN FEET ) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER ( 800 )424-5555 CALL TWO BUSINESS OAYS BEFORE YOU DIG cn z 0 ul :;;: u.J "' § i,:J I "' -I i ~ "-&l 1 :,: • -0::: - L: .,; cii " " "' -"' ...J 0 " ~ C 'U 'O " d 0 ~ 0 ::e " " () C "' c "' z .2' " l1i 0.. ·o '> "' d, c 0.. .Q " 2 "' 0 ~ " " " <( ..., c.. Cl "' Cl Cl 1/) w w (.9 > <( <( I-(/) z -I-<( <t 0::: w Zl:: s: w - I l:: c.O z I-0 z a::: I-~ <((l)W 0 a... ~ I-<(o z z N w . 0::: (/) ~ F= ,-u uJ ~ 0 "' 0.. SHEET TlTI.E: WATER MAIN PLAN I""'""° C3. 0 ! ij L-------------.....-......_.,......,_,,,.,__ ............. ~~~~~~~-~~-~---------------------------------------------------------------~~----......................... ""-!,----..--------J-Plotted: Jul 14, 2014 -4:26pm rhernandez O:\Dci-Civil\2014\14012-0023--Renton--Heritoge-Apt\dwg\14023--PLN.dwg Layout Name, C300 SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. l ___ _ 0---- ®--- (0- ®--- 0-0------ NORTH I I ii I j 1 -Il- l II EB© ~~~ZANINE I I I-:;; LL-0 oo ..J It: ~ ---.-------. --- 3 ' --!---·-- ------------- ~ 5 I ----------- 0 I 0 I I 8 --r-------~--r-- ---------_/ I ----.. ·--·il-·r--- ------,---- I I --_L ------- I I I ----------' I I --_J_ -- 1 -----------------_ _[__ ---------- -------------·--, ----___ j_ I 9 --------f- I -------------- I ----t-____________ 1 ____ _ _t 10 --· ----'-"-------- ----------------- LOFT_ ROOM --c ---.------··· - ---J' •': __ ,, ___ i ' .... !' --," ' '!- ' ) I-:;; . LL. 0 ' ,Oo .- ~-_ _, £t:-_ ·. l ___ -----------, - I -I ---------L------------------------~------1----------------------.. -·--1 I . I -1-SI,_· - I t I ------,;, --------------------------------------------------------------------------------- . ---------------- KEYNOTES DESCRIPTION 101.05 ------------98·1-M1N1MU~A OVERHEAO-CLEARAr:iCE'.ff.-i"TH1S AREA-FOR-ADA VANPAR-K1NG-Si"J\LLAccEss.-----------··---· ---'"-----· 101~06 ______ EL-EVATi5RL0sBY-Wii-H-iNoEPENDEN.T HEATER ANO VENTILATION, CONCRETE-SLAB FLOOR WITH EPOXY COAT1NG,-T'f P~--------------- i 03.04____ SCOREDPATIERN IN CO~_(_J_RED CON~~ET~ TOPPING SLAB, 2' X 2' TYp.. . ----- 110.01 BICYCLE PARKING RACKS. 51 SPACES REQ'DAT .5 SPACES/1 OU PER CITY OF RENT0Ni.fo.NQ\j"sE CODE 4-4-080 CH.11. BIKE SPACE·S-TQ ___ _ I jQ.02 ~:~~NE:.Jrti.if6~-~-~EUVERING ARE~_Qf 5'-0" SEPARATING ROWS OF BIKE SPACES. __________ _ City ol Henton Planning Di11isiori JUL 10 ,ui'i ' ~«' ' "" . ', ,, ;c Cl)©~~ \ ',;. iti I-z ; ::, <n z 0 u I.() C, C, 00 O'l . ~ 0 0 (l) I-::::, > z (l) w (l) ~ ID C, 0... C, 0 ('0 _J ,$ w ::::, > if.) w (l) 0 ~ -Cf) en 0 ~ w ~ z "' Cf) I'- z 0 <:I" w I'- :J 0 ~ u ~ • Cf) ~ I- 0.. -z <( 1:2 w z ('.) w a::: <( -w I-~ -a: z w <( I ~ 0 z z 0 <( I-I- if.) "' z 0 u w z UI a N a: a: if.) n. ' "I ~N I I --1-·--,---·--· -I I I I a' t: " I~ I's ' I I~ ---1 "'-,-----,- ~ I I w ' I ' I I I - I I- I ~Ii I t I I I I PROJ. # PROJ.MGR. RAM 6TH FLOOR LOFT PLAN A2.08 ..___ _______________________________________________________________________________________ ____.._[ ___ __. l{) I'-co C\J I C\J C\J ('I') -<.O 0 C\J '-' X <t'. u.. 0 0 co "-:I" I "-:I" C\J ('I') -<.O 0 C\J "--"' • ....J w I- u 'tj" 0 ,.... co O') <t'. s " w ....J I- I- <t'. w (j) D 0 ,.... ('I') w I--::, U) " . U) . w > <t'. ...... CJ) ...... T"" T-" ('I') II U) l-o w 1--I () a: <t'. >-I a.. a: ::, ~ 0 ~ () a: w ~ () -a: 1- U) --------- 0 ®-- 0 ®-- 4 5 6 7 8 9 10 @ I j I r--, --~~------•!;!!!!!!ll!!!!!!Y!!Mt•-.. ••---••-••r--------•t--+---•--------r-----1 ----- ----,---------1---_[ --I )-<)-1.,••<l[ l-,I • • I I ---C I -• f-f ,----i J ! --~ I '-.\ -· ,' I I ______ -1 _____ . -------_L --I ----~-''-)t --1 i'='=J _ " -I I 2 _BEDROOM rrr • 1 [--, i I 607 I 11 ' ---1 ! ·· .. G' I f :z (l Jil ! JµiITf I ----~···· ___ I__ --1-· --------------- STAIR STAIR --_,__ -----------_L_ ------------------_J ---1 i i 1--a '~~j 1·,-ro, ~': ; r·-->i ;Jl ru12 BEDROOM_ · ____ ; -! ii I < I I I -W=c --: :~1~Ji .-~bl r~ f . I ELEC. LJ J;=;=:i_\ ~ DATA ~~~cLJI ~[ ~~, [::] ,~I,[:> : I -, I --------------------.---k -: ·rl -1P -' 2 BIE~~o1ot1l_ ~ ---r: :l' ! I -. I 1:~~t ' ; F~-=s-=,-",,i:' E,-... -.... -------------~--• _i_ '. -~---. -'2 ~:;~~:r M--~-I -_-T-_-__ --bcdc,J·~ __ :: __ '2,B61E3!1::S-OFloJ ) _----_ l [_ ;I :Ii_ •• -_-____ •. ' •• ----11ios I ,, ·, ,-I I 632 SF i j ----I LL II ----'-' ----~-- I I ~ ---------------------."·------------ ------r::-:::-lit -- TOTAL 6TH FLOOR: 21 UNITS ------ [ _#_=.[________ _ =~I -K_[iNOTESDES()RIPTIOt-l~ -==-~=---_] joi:Of i98''MiNIMUiicivERHEADCLEARANCE IN THIS AREA FOR ADA VAfJ PARKING STALL ACCESS-. ------------- (01".06 !ELEVATOR LOBBY WITH INDEPENDENT HE~TER AND VENTILATION, CONCRETE SLAB FLOOR WITH EPOXY COATING, TYP.~---------·--· !:;----___ -i!!~ii:::i~lf~f"~~:=r~~-SEPA~TINGRQWSDFBIKESPA~~-----------____ _ -----------I -------------------------------- City of Het,ton Planning Division JUL l 6 ,,,µ ' I I -' ,, Cl) ~ ii c::C ' " U) >-z "' >--' ::, U) z 0 (.) l!) 0 0 co O') . ~ 0 u CL> I-::, > z CL> w CL> ~ m 0 a.. 0 0 C") _J CL> -w ::, > (/) w CL> 0 J: -U) (f) 0 ~ ~ UJ z ,:: U) r-- z 0 -s:j'" w r-- ::, (.) ~ (.) ~ • Cf) ~ I- 0... -z <( ~ w z CJ UJ a:: <( - UJ I-~ -0: z w <( I ~ 0 z z 0 <( I-I- (/) ,:: z 0 (.) w z w a N a: 0: (/) "- -~ > w " ----- I I " QI ii: "' 0 U) w 0 I -+-----T--r-I ! I I ' I I ~ i ! i I I I ! I I I i I I I ' PROJ. # PROJ.MGR. RAM 6TH FLOOR PLAN A2.07 [ LO I'- 00 N I N N Cl) ----(0 0 C\J ..._, >< <( u. 0 0 00 -.::I" I -.::I" N ('I) --(0 0 N --. _J w I- n -.::I" 0 r- 00 (J') <( s ~ w _J I- I- <( w Cf) LJ 0 ,- Cl) w I--:::J Cf) ~ • Cf) • w > <( ...... UJ T"" ..- T"" ('I) II Cf) I- 0 w I--I 0 a: <( >-I n.. a: :::J ~ 0 I- <( I 0 a: w ~ 0 -a: I- I Cf) cp~ "' I I I ©- ®--- NORTH EB 1 4TH FLOOR PLAN ------------r----------------- 1/8" = 1'-0" 4 - ELEC. C.) I -it I ', : i ·-! ' ' -----" I [] 0 I 8 ------·!-·-----·---~--111, -.----4-·--------t----- f_ --__ I ' I ft-------~---------------- I ! -~ --1------------------i ----+ ---------- I , I --J ___ ------------- 1 : -t ----- I ------------I --------r~~ !1 · --'----------------- . c~~,,:=:== ,~, --~ / I I j -. . L .:.,.- . -__ , __ _ I AMENITY SPACE ~ :37 4 SF I 1:. -. ,_ I ~=---- ~l ---J I ___________ ,, --· ---------------·-· -·---------------------------------------· --····-----------------------~----------r-------- 9 STAIR DATA 0) I ~ I I I I I -- 1 I I ~~-'------I I : _I -I ' i . -. -.I , ,. -I i • • - '~t i- I_ I I I I I I ----w -•-I I I I 1-------t ------1 -- 2 BEDROOM I ~ 7 91 SF I I I ~---'~ --i_.·---t-,-- .__, ___ _ 1 I -I I ! _ _ ~-_ _ __ i ___ _ ___L_ I _ _J __ _ -·---·---·----·---·---·---·---~----LL_J I TOTAL 4TH FLOOR: 20 UNITS ---·--------------------------··-----------··--------------___ .. ·------------------------- ,---------i ----------------------· -- 1 # ' --____ .I_ --•------------·-'" -------------- ,------------------ 1 KEYNOTES DESCRIPTION ---------------------- ·------" -·------------------i ' _.,,,_,, -----__ .,_I fo1.0~i 19 8" MINIMUM OVERHEAD CLEARANCE IN n1"1s AREA FOR ADA VAN PARKING STALL ACCESS.· -------------------i ~~:---~~'itl~~A~~~~~ ::~g::~~~~~T:Cffr~P~N%Vll~~~,T~~~~~N_<:RETE SLAB_F~D_OR WITH EPOXY COATING, TYP =~ ··~ ].~ -----------·---------------·---------• .. ----·--· ------,---------------------------------------------,, __ ----·-, • -----·--·------------------I 110.01 I BICYCL E PAR KIN G RACK S. 51 SPACES REQO AT .5 SPA CES/1 DU PER CITY OF RENTO N LANO USE CODE 4-4-080 CH.11 . BIKE SPACES TO ; ! IBE MIN. 2'X 6' WITH A MANEUVER IN G AREA PF 5'-0" SEPARAT ING ROWS OF BIKE SPAC ES. i 1--------~-1-----------------------------------------------------------------' 1Q.Q2 _ ---cRESIDENT MAILBOXES ----l-------______ , .. __ --·-_ __, ___ -------J _11 115.07 ________ jS HAFTFORKITCHENEXHAUSTHOOD (ABOVEJ _____________ _______ ________ _______ -----___ _ City of Ren .on Planning Di vi s!cn JUL 1 E ,,A ' (1)0~<( i" z ~ if) z 0 () . 0 (.) 1-z w ~ 0... 0 ....I w > w 0 CJ) 0 ~ CJ) 0 (.) . Cl) I--a.. <( w CJ <( 1---a: w I z 0 I-- ts z w w i a: , I ' , ID C> C> 00 0) ~ Q) ~ _!E ci3 co C> C> CV'.) ,l!l ::, (/) Q) .?c u5 ~ ~ z ~ z w a::: -w ~ z <( ~ 0 ~ ~ (/) 0 z N (/) 2 0 () • I () a: c:i:: I 2 () CJ) . s s s D I.() f'-. co N I N N (Y) ..--.. co 0 N .__.. X c:i:: LL 0 0 co ,;;I" I "'" N (Y) ..--.. co 0 N -• ....J w I- D "'" 0 ,- co 0) c:i:: s -w ....J ~ c:i:: w CJ) [) 0 ,- (Y) w 1--:) CJ) -. CJ) • w > c:i:: -(/) ,- "*:, : I ! I ' II a'.i :Ni I I i i i "':l,i '''i J'I ,-Tl i-1 1-~ -T ~ I I I I l I ' , . I I I i ' I I i I I i I ! i I I , I' I I I ' I Z' I I I ~I 1 1 1 ~l , I I J °' I ii= i [~I , =>I 'O 1&i Hi I i -1,-----1 t -- j::!!t-'..I I I : I ~ i c;, I ! i I o ,~ I i I , I I' '~ I i i i I I i · PROJ. # P ROJ.MGR. RA M D CJ) 1- () w 1--I () a: c:i:: >-I a.. a: :) 2 0 t: I I ()a: -4TH FLOOR PLAN • ======== w ~ () -a: 1-A2.05 L...-----------------------------------:---------------------,--------------------------------..:___J L..I __ __,11 CJ) ISORTH 0 ------t ®-------1-1 ----- : r ®------ r --1 _cc II-. I --I --' ' ' ' J ·, . : ·-,_ ©-------- ® -------_I I I ~ 0 I EB~a~~"FLOOR PLAN ______ ----~--__ ~ I 0 I 0 I I I 0 8 9 10 11 -----~----------~~I--+--·-------·-+-·-·---· I __ J I ----___ j_ -----~-------- ____ J ____ _ --'- I I I __ ,_ ------,- I STAIR ~-_j_ ELEC. ' ' -l.1 ~ ~ rLI -r_::'.J [rn'-1 ~' ~~ I[), ~ -10 1z, -,-- -2 BEDROOM--~ -: , -~ ------' "'·fi-y V '=, ,, -'D' I -~-r;;;;;;, ; -, 1 · ·, ·11 ,,,-·,_-: ~. ·- --1 999SF , I ~'.-; l) ~-) ,! ~ ' --- -~ -V 1 ' • f----, II CORRIDOR I ------------------------------------------ -I __ _ STAIR l------------+11 G DATA ']E~---, ir I g ~ -1 L_ -, .,_·-~, ]-[J] -W-_;ri+-t'~I -2 BEDROOM 1 -I ~ --_-•··--1· -/ . ' '. . ·: ' ' ' ----------. i I _ - ;p,.~E~~ 1016 SF , , ~ llllc===!I'--] -· I 'I . , I -----=- JI ( ____ _ -·-----. __ ___ 2 BEDROOM ~ .· · ·791 SF ,-I ' ' I I I I I I --1 -- 1 I I ~.,I __ _ I,. -,.-_ -·--• I 1 • 1 > : , I • '' I ' ! I 111 I -.-'J' 1--I ! ·-r ~-~~ I 'I I ,I ~ ,-.:1------~ I I -___ ._i I I 1 -i--- 1 I -I I I I I ----- 1 I I I i _J ---1- 1 I I I -I I ---1--I -~ __ LJ TOTAL 5TH FLOOR: 20 UNITS --· ------~ -------------------------------------------------------------------------------------------- ,--------------------,------------------------------------------------------------------------------------------------------------------------------- , __ II________ _______ ___ KEYNOTES DESCRIPTION __ ___ _ __ ___ ______ _ J ,-----,;----~---------------,-------------------------------------~-----I ~~:Qt _ .. _ .. ---i ~~~~~I~-~~~~1 .~~~~~~NH~~;~~~~tA~:N~~~1~~E~~~~~c~~;R w1TH EPOXY c~~~------------_ __j ~ !SCORED PATTERN IN COLORED CONCRETE TOPPING SLAB. 2' X 2' TYP. i ' -------·-------• -' -----,--------------------• --~ --L ,, __ -·--•• ----, --------· •• --· • -------------------------------------------------------••• • -------• --·j , 10.01 -BICYCLE PARKING RACKS. 51 SPACES REQ'O AT .5 SPACES/1 OU PER CITY OF RENTON LAND USE CODE 4-4-0 80 CH.1 1. BIKE SPACES TO : ~-------_________ __jBE MIN. 2'X 6' WITH A MANEUVERIN_~_AR~OF _S'.Q" SEPARATING ROWS OF BIKE SPACES. __________ -------~ _________________ ,_j 8;:~~ ___ ·: __ ~-~!~E~~RM:i ~g~:~~XHAUST HOOD (ABOVE)_~=-----~~=~=-~=-· ----~--~==~-=-=-=-====--===-~~-==--==~===---=~---j City of Rento n P~anning Div,r.ion JU L l G !ll:4 ! (1)0~<( i' z w ::; () "' '-' w i3 0: a. . 0 0 1-z 'w ~ 0.. 0 _J w > w 0 CJ) 0 ~ CJ) 0 0 • Cf) I-a.. <( w CJ <( I--rr: w I z 0 I-z w rr: l!) 0 0 co 0) ~ Cl> :::, > Cl> --Cl> co 0 0 ("') ftl :::, CJ) Q) ~ U) ~ ~ -z 0 I-z UJ 0:: - UJ ~ z <( ~ 0 z <( I- (/) 0 z N CJ) ~ 0 0 • I 0 a: <( I ~ 0 (/) • ~ s D LO f'-.. 00 N I N N Ci) -co 0 N -X <( LL 0 0 00 "st" I -.:t" C\J (") -co 0 C\J -. ..J w I- 0 -.:t" 0 ,... 00 0) <( s -w ..J I= <( w (/) 0 0 ,... (") w I--:::> (/) -• Cf) • w > <( -Cl) ,... ~1 J l I ' I I I LU I I I I i I I o::, i I I I I 'r""-1--~----l-+--+-+-T-r-cl-~ 1 1 I 1 , 1 ' I I 1' 1 I I I I I I I I ! I ~ t 11, a:: I I I g: i I 1 ~! j ! l 11 i ::i I I ! 1 I= i ' I l!I I I i g, 1 1 1 ! , 1 'O i I I 1 . I , I I I I I ! I I ll:1-HI 1 1 · ---f-1 LU i-'-! I I ' ! I l-19 < ' ' I I i:3 i ~: i II I i I 1~1 I I I I I PROJ . # PROJ.MGR. RAM ,-, (/) l-o w I--I 0 a: <( >-I a.. a: :::> ~ 0 ~ I I oa: 5TH FLOOR PLAN • ::::::::::::::::::: w A2.06 ~ 0 -a: I-,___ _________________________________________ ......__ ________________________________ ___.I..__ __ __,,(/) -----0 ---·- ® --- ®--- ®--- ©---- ---r- ------,-- 1 ---1---·1 1 I I I ·1 .. .. --_. I . . <1;·_ .. . -. '. . . ; ',· ---,- 1 r,----~---, ·-. 1 ' .· .·-' ' . I . -. - I 111 i 1 . ----_ (__ -'·!"'""Ii--~ I I I I I L~--- 1 I I ·1. ., .. I ®--------•---1 I I i : I' -----, ___ --J~ I ! ! I I I _ _____ __ _ _ __ --, i _u I I I 1 ®-------1--t • I I •--- 3 ~ I cp I I 5 6 8 --1----·----··----J.·---.. ·----·---·----L---·-·- 1 __ l__ __ I --------1----i - i I -------1 -,-•11 --.. . ' ---··-< ' ' ' 'i ·-1 1--------j----------------1 I I ----------' ---------- ' -·: ' f -I ·o~- 11 i ELEC. : __ J-------~- n ~ ~ , i: . [':::__-"'JO:( --: J I . -1--~ :i;:O,OM ~ ,~,,. ----I r·'Jr -· ffi-320 -1 • -· -f I ' _I I' ' . ' -! 999 SF I ---~ ------------- 1 -· L )I!=====; ! i ;1_ . dni . : . ,_ --J ii . i-. : ' CORRIDOR _L 1' -___ .. --~ --.. ,--,.--..--1 ----------..,.---,_ ______ .-.--.-·;-•• --------r--- ' j I I L. NORTH EB 1 '\ !~?a,_FLOO~ PLAf\J _______ _ ---------------------------------------- ' ' --... --------------1 ---------- I I L ---------------------------------- 9 10 ---------------·- STAIR DATA 0 12 ~ ,( TOTAL 3RD FLOO~S: 20 UNITS ·-·-·---------------------------------~'---------------------- ,-------·-r--· -··---·----· # ----! KEYNOTESDESCRIPTiorf _____ --------! -----------------____ [ ---------'" • -··------------------------------------··---·--··-------------------_ _i l._ _________ -------·------ ! ft~:~~ ----~~:~~~~~iBVBEYR:~:l ~~~~~~~~N::~~~:::N~~~~::::l~;E~;A~~!Ci~ii; WIT~~~~~ ;-QA ;-1:~.-:~~-:-=~-----l 103.04 1SCORED PATIERN IN COLORED CONCRETE TOPPING SLAB, 2' X 2' TYP. -----------------1 110.01 .BICYCLE PARKING RACKS. 51 SPACES REQ'D AT .5 SPACES/1 DU PE1fCrfY -6F-RENTON_LA_No ·usE-Coi:JE 44·~oao -EHj1 BJKE SPACES TO i k------_ _ __ _j_BE M1N. 2'~ WITH A MANEUVERINGAR~A OF 5~~EPA~TING ROWS OF BIKE SPACES ___ ---·-----________________________ 1~ H0 02 i RESIDENTMAILBDXES I ---------J 1 15 07 _ _ _ ___ [§HAFT FOR KITCHEN EXHAUST HOOD (A_BOVE) ______________ ,, . --------------___ ____ ,. _____ ,,____ _ ______________ J Ci t y of Ren!on Plann in g Di,/sic•1 (1)0~<( LO 0 0 co 0) . ~ 0 0 Q) 1--::::, > z Q) w Q) ~ co 0 a.. 0 0 <:') _J Q) :!: w ::::, > Cf) w Q) 0 ~ C/) -en 0 ~ LIJ ~ z C/) I'--t-"SI-z 0 UJ I'-- ::J 0 ~ " ~ • Cf) ~ I-a.. -z <( 0 w f-z CJ LIJ 0::: <( - LIJ I-~ -a: z w <( I ~ 0 z ---Z 0 <( ~ I-Cf) "' z 0 " z UJ w ~ N 0 a: 0: Cf) "- cit:: : . ! I : I l!) t--co C\J ' N N C") ..--.. CD 0 N ->< 4: LL 0 0 co 'tj" I 'tj" N C") ..--.. CD 0 N .__, • ....J w I- IJ """ 0 T"" co 0) -w ....J ~ 4: w U) I] 0 T"" C") w I--::J U) --. U) • w > 4: ..... (/) T"" ~ ~1 ,I I : I ttt: ' I 1-r -ti-11 · ~ I I ' ! II , r 1 1 1 ' I 1 I I I I , I ! I I i i I I ' i ! I i I I I I i I I ' I I D '1' I I ' I 1' i ' I ' I zl I I 1 1 :Ii ,Ii i ~ 2 1 I I () :l;1 I , w ~! ! I ~I ·11 II !:: I I ·~ i 1 ~ Ii I i I 4: :W 1 I · i >- ,<s , I ' 1· I i I '() ' I I i 1~-lrJ-1-t-l ~r-& 11.0 1 I , 1 w,.,, ! I I I ::J ~111 1 I: 11 ~ 0 ~ PROJ. # PR OJ.MGR. RAM I I ()a: • 3RD FLOOR PLAN • ::-======::.::.::.-:.-:.-:: w A2.04 ~ () -a: 1- ---------------------------------r-------------~-----------------------------------' '-----' U) I ® 0-- 1\,~ ··-···--··· r- -----,----- I I I I I ,, . , .. ---,---··--··· . 1:· ,_ 1;. .,I I iii _ .. ··~-· I .... · i ----1---!:::i~. . I I 1:1 I I ···-. ---· I I I I I • I !M-11 -·-----~--I -- f 11 I :: I 11 • --·---J ···-- 1 I I f" 11, ' !ij I! I 'Ii ®---I ----J ---• i ':1 ! i: i ii +!1-i ii ' !! " I ti l!OR:1-1 I • fir ,, " 1: :: ,, I ,, 1:! ----1 ---' :: I I I I __ J_~ i i J: '. I ;,, I I ; LY' 8~1 _ 2t'11DfLOO~_fLAN vv 1/8".:1'{)'' ,~ 3 ) L '--i--:-+ ',~ .'-·--j ··--· ;_,~.r-:: ' I r--.- . ··.·, ... ----. :::..=-=-~-~-... ·---·- 0 I -------- I : : --+--1----..; .. -- ---- I } \ 0 I (~ I ----~- 1;=-1 ~--..,,,~F~cr:" ELEVATORS I UPPER ELEv====c:===:;:;:::; ., LOBBY @I] 310 SF ~·= ---------- L ------------------------------- I --------------------------------------!---i --·· -····-· .. ~arking Schedule ! ~-___ Le_vEil _ _ _ , Count Des¢ription I 2 VAN ! -- ' l levelf'01 3 COMPAC T! i Level_f'01 ___ ,4~ .. ···_Standard [_ _ ····- ,1st Floor , 3 COMPACTi i--------------------------------1 ! 1st Floor AO Standard ; ,----s-----------' -----------------------------·1 ·-------------- 1-1ti! Floor .. j 1 _ VAN . [Level P02 __ __ j 8 . COMPAC T, Grand total: 101 i · C COMPACT STALL --", r __ s4 ···r ----t s STANDARD STALL b ' "' 8' • 4" ., ----,--. ·{· ! ' ~---~ -----,- jl" HC I -----~ ACCESSIBLE STALL 10 --!Pl_----. 11 ' I .... -STAIR---~ ·t: . ',. ------ ·--· ... : ~: _____ _ -I - /- L~~- . . . I --< i I ', ·: --------I . I . ··,, ·-.--- 2 BEDROOM ·~ . 794 SF I ' i : ' ; i 1 -.. .. ---------__ _,.__,_-W .. I • I ••••••• I I I I 1- 1 I I . I I • ··---__ , -------• --- I ; ' ' A3.03 1 ! J --T--!1111. ----·i,. ----r---- 1 ------ ----------------------------------- ~ ALLEY DEDICATION P///)1 PEDESTRIAN EASEMENT ' .· >< )<,_ 98" MIN. OVERHEAD CLEARANCE . ' " TOTAL 2ND FLOOR: 20 UNITS ------------------ --------------.--.. -------------------------- i # I --- KEYNOTES DESCRIPTION 01.05 98" i11NIMUM OVERHEAD CLEARANCE" THIS AR EA FOR.ADA VAN PARKING STALL Acciss~---. ----.. -----. - 01.06 /ELEVATOR LOBBY WITH iNiiP-ENDENT HEATER AND VEN-fiLAT10l~CCONCRETESLA8 -FLOOR WITH EPOXY COATING,-TYP . of64 --I SCORED PATTERN IN COLORED CONCR~TE-rciPP1NG SLAB, 2' x 2' TYP. · ------·-·-·------------·--------------·------------------------- 10.01 10.02 15.07 1 BICYCLE.PARKING RACKS. 51 SPACESREQ'DAT .5 SPACES/1 OU PER CITY OF RENTON LAND USE CODE 4-4-080 CH.11. BIKE SPACES TO 'BE MIN . lX 6' WITH A MANELNERING AREA OF 5'-0" SEPARATING ROWS OF BIKE SPACES. ·--------- RESIDENT MAILBOXES SHAFT FOR KiTCHENEXHALTST HOOD (ft.BciVET ""~ -~-~ City ot Bt:·nc on , P!z"'.n nir;u L"L:1c;ion 1 ! I Cl) () ~ <( I-z UJ :J 0 . 0 () I-z w ~ a... 0 _J w > w 0 Cf) 0 ~ Cf) 0 () • Cf) l-o.. <( w CJ <( I--a: w I z 0 I- t z 3 w ::I: a: LO C> C> 00 0) ~ Q) :::, > Q) Q) co C> C> C") Q) ;!:= :::, en Q) .;E -rJ') .,- UJ z I'- "St" I'-.,- .,- -z 2 z UJ a:'. - UJ ~ z <( ~ 0 ~ i--: en 0 z N . en '"' i i I i ; i >!N i ! I i I i WI ' I : I I ' "' '. ·, L' ·. I , I ' --·-'-~--+---+ --+--------+---- 1 ; i ' i I I ' ' ' ' ' ' i i I ! ' PROJ, # PROJ.MGR. RAM ~ 0 0 I 0 cc <( I ~ 0 Cf) • s ~ 11 LO !'--co C\I I C\I C\I C") ..--.. c.o 0 C\I ........ ~ LL 0 0 co "'st' I "'st' C\I C") ..--.. c.o 0 C\I '-" • .....l w I- n "'st' 0 ,- co en <( s " w .....l ~ <( w Cf) 0 ..- (") w 1--::J Cf) " • Cf) • w > <( ..... en ,- ,- ,- C") [] Cf) l-o w 1--I 0 a: <( >-I a.. cc ::J ~ 0 ~ I I ~ • 2ND FLOOR PLAN • LL ======w ~ A2.03 0 -cc 1- POST TENSION SLAB ~-] SLAB ON GRADE ......_ ____________________________ -+-----------------------------------------------i---lL-I __ __.I Cf) (A)-------- ®------- ® ® I I -----I I I ELEC TRANSFORMER PAD ~---------------- (0 ------ -----------. I I I I I I I I I ----,t -- 1 ~ I -~T I I ----------~! ·-1 I -1---j,i - g I EMERGENCY GENERATOR -i- Gill 219 SF I SPRINKLER ~ ! ~ GASMETER -----,-~ ~ 106 SF '3 ---__:::_MECH ---~It_ ~T 384 SF -----------i --------- ----__ , -----------.. ' s s C'f) ! --- ---·~- :I ------, I " ' ' / s RESIDENTIAL AMENITY SPACE ---~-- 1105 SF ~) ! 1 '' ! ' __ " _·L! --_____ _ ! ! Ii s s I I -j -~ -- s s i ALLEY 2 A3.03 _ _j __ _ 15 PARKING STAL~S ----A-"f---6RA-O E-----1-- -I I I -~ -------- s s s 0 ·--:-C 8 9 10 . --f f___lL_ ___ ---,--.. ,:;, . -----+----L )zfexxx:f x\\xxxxxxxxxx1 -------------~--~ I TRASH ~ s s 559 SF @ 12 t----------- 1 s s s ELEC. TOILET I [IiI] ! 236 SF 1 -I ---- ~i -,69 SF I ------~.:Ji ,.- i I I --~~-- i // / / ------i- ' I,, I _, !' io'. I '!, ,, ';1 I I' -' " I 11 I 1 1 -1 , ----'-:1-, ,j i: __ J I I -1'- i ,I -I'' I , .,&. -~-;;;:·;:=:::;;:_-=----.~--;,,;~,~--.c""-;. ' ----.. ==~-"""'~-'="'-~"'-~~f'·"'-:,_~~.· .... _-.-.. -~-----.~=--==~-. ---_ .... .., .. _,.,, • -.. ,--. - ·:r -' NOR.Tri E9 r1'\_ E!-,OOR PL~t'II -GRADE LEVEL \_ ) 1/8" a 1'--0" -~ ------------------------------------------·----------r t------------·----·-···--.---·--------------------------·--·-· .... ------------------------- _____ ,. ________ ., _________ , ' ' ! ··-··-----·-··-··-··------· -·----····-----••·------···----------•••• E Parking Schedule ' -·. -·--· ------·-·-------------------· ----,-------.. ----·------·----. -.. Level : Level P01 ;Level P01 [1st Floor i 1st Floor I 1st Floor ,L--------------.... - I Level P02 I ·····-····•· •• •· Grand total: 101 I Count ! Descriptiqn .. ___ j i2 'VAN I 3 !44 ]3 140 '1 8 COMPACT ! Standard 1 -COMPACT ---J Standard · ···------·------·-. -------- ' VAN '-••i i COMPACT _ ____ _ __ ~ MAIN AVE. SOUTH ---------~-----------------------------------------. ------------··-·---------------------------------···------ C COMPACT STALL ------~- r 8' -4" f s STANDARD STALL -" b "' - r--8::~" -----r ~---~--1-- i "~L o : ' ' -' ITT ' HC ---~ ACCESSIBLE STALL ™ r //7 //1 ALLEY DEDICATION PEDESTRIAN EASEMENT 98" MIN. OVERHEAD CLEARANCE THICKEND SLAB ON GRADE POST TENSION SLAB ·-------·-----------·-· ' ---·----·-· --· -·· -----------· ··-'·-··--.. --· -----··--.,. -··-----. - # ' KEYNOTES DESCRIPTION [0-1 .95 -------.. -----i98" MINIM!JM ovERHEAD CLEARANCE IN:rn-1S)~R EA FOR ADA VAN PARKING STALL ACCE SS . --. ·---------·-·- ! 01. 06 [ E_LEVA ~9R_ ~OSBY WITf-i _ lN~E~_E~_D§N_T_ i:l~ TER" AND yENtl~ji~Y.~C_()~CR(f~}~B _fL~gf~!tB_E_~?tf~<?~Ii~~~~fyF'; ~ -~--~--~-~--~~~~--- i cii 04 -----.. ;scORED PATTERN !N COLORED CONCR:TE TOPP/NG SLAB, 2' X 2' TYP . ~::::; '1 ·10~01··-----~ ---·-:s1CYCLE-PARK!NG AACKs.·s1 ·sPACES REa·o AT -.5 SPACES/1 DU PER CITY OF RENTON LAND USE c 0D E 4-4-080 ci=t.1i "'B1KE"~iPACEiff :sE MIN . 2'X 6' WITHA MANEUVERING AREA OF 5'-0" SEPARATING ROWS OF BIKE SPACES. 11002 iRESIDENTMAiLBOXES ----------------------- I· --------·---------·-----~--~-~ ---·--·---·-· -'--------·-·---. --·---------------: 15.07 _,, ___ ... _____ :SHAFT FOR KITCHEN EXHAUST HOOD (ABOVE) __ ! i ' City or Re;, ton P!ar1ni1JQ Div: -;k:-,11 .iUL 1 8 Wii I C/) () ~ <( --r z ':'l 0 . 0 u I-z w ~ a.. 0 ....J w > w 0 CJ) 0 ~ CJ) 0 u • Cl) l-o.. <( w CJ <( 1--a: w I z 0 I- LO 0 0 co O') ~ Q) :::, > Q) Q) co 0 0 C') $ -3 Cf) Q) ~ -en ~ LU z t--- ~ t--- ~ ~ . z ~ z LU O::'. LU ~ z ~ a ~ i-: Cf) ~ m ~ 0: 0 z N Cl) I I ! . ! I -1-t-i , : ' ' ' i I ! ! - I .\ ··i I ' ! i i i I ! ' PROJ. # PAOJ.MGR. RAM GRADE LEVEL ~ 0 0 . I 0 a: <( I ~ 0 U) . s s s n LO f',.. co C\I I C\I C\I Ct) --(0 0 C\I --X <( LL 0 0 co -.::I" I -.::I" C\I Ct) --(0 0 C\I -. _J w I- lJ -.::I" 0 ,-co (j) <( s . w _J ~ <( w U) u 0 ,- Ct) w 1--::) U) • • U) • w > <( ..... C/J ,- ,- ,- Ct) D U) l-o w 1--I 0 a: <( >-I a.. a: ::) ~ 0 ~ I~ w ~ 0 --------------------------------------------------------------------------[=====-S-LA_B_o_N_G_R_A_D_E------------------.,..-------------~-~L-~i_c_t_'u~-1~1~_11~)~-I_A_2_._0_2~I~ NOR TH 0 ~ ©---- -fr-.c\ -0 ----[ ______ _ ©-- ®------- (0 - 0-- ~ 80 1 l i I " I I "' , I l"-rL © I 24· -o· I ,o·T I --~-----•-------1, _:1 - " -+--- ' I -+-' -1- 1 I I I I ~ I I -5' -0" E90) ~~~OR PLAN -BASEMENT PARKING 1r -8" 8 I 0 I \ I 0 , I ! 233' -4" 8 9 10 12 13 ' ----), ---t t t 26'-0' ----------I 2s·-o· t-r--------------! 26'-0" ~ -----. -·-·-------------,1 ' -t-------w-o_· _____ t-------26'-0" 18' -O' 26' -O" 1T -8" ---r -------------------- ., _I ___ - ----1 --. -~------------· --- ~-1--- ~ I 1 j I ~-~ I , --------T ~1----t- . . . •, ELEV. EQ. [O 140 SF / 1 I I :I. ' . I 1 1 I I BIKE STORAGE1 L -1. .L ....1... ....L ....L _L ....L _j_ ----'---(51 UNITS)-....L _j_ _J _ __L _j_ J_ _j__ .J -11 __i__ I L .L ,/, ___ ~c , _:i::_:,-c __ i __ T _ _:_T l~~S~J~ T_ T T ~_T_T <_TT T 1-___ _ ~::::=:::::::::=::::z:=:=~~:::;i::::::;::0 ~i : I I i I I I I I 11 I I I ! I I I . . 52' 5" I.Jl-+--i -i---1--1-1---1---1---c--1--l-""+"--1,-~~-------1 , 1---1- ----I I I T ---1 - _J _j ------ I ------I I -----------·--··· ----~ ' --------1---------------------- ' -------! ' I I I I -1 +-! I I I I --t--I -- -1 1 I I I _I _ ---- ----w I -------t-----·------~-----·-·:·-t---·-------·t--------r-·------r------~,--- ------------------------------------ l ' Parking Schedule I --Level-I Count ! --Description ----1 r ____ f2 ___ f vAN -------· 1 rt~:::~: ::4--=+~~~:a~~T ____ 1 1-----------------------c ---------------' i 1st Floor 13 1COMPACT ! I ----------------, ----------------c--------------------------------------·-------··i 11st Floo r ____ ~i 40 _____ jStandard _____ _ , 11st Floor _____ 1 ___ I VAN _______ --~ I Level P02 8 ]COMPACT i L ____ .. __ -------------------------__ -·--"---J Grand total: 101 7'-6" r MINIMUM C COMPACT STALL 1 I ~ t 8' -4" s ' --~- STANDARD STALL 8' -4" r-----r l¥J AC~~LE HC I --i ACCESSIBLE STALL ALLEY DEDICATION PEDESTRIAN EASEMENT 98" MIN. OVERHEAD CLEARANCE THICKEND SLAB ON GRADE POST TENSION SLAB SLAB ON GRADE --------- ---·-··-·1 -_____ I -----~-------------------------------------------------------------------------------- 1 KEYNOTES DESCRIPTION -------------'----------------------·--------------------------· ·----------------------------------------------·-· # ,-------------·------------------------------------------,--·---------------------~--------------------·------------------·-__________ ,,________ ·----------------------------------- 01 .05 ___________ _!98" MINIMUM OVERHEAD CLEARANCE IN 1fi 1S AREA FORAbA_YAN PARKING STALL ACCESS,.... . . . - 01.06 ---------LELEVATOR LOBBYW!TH INDEPENDENT H~ATER AND VENTILATION, CONCRETE SLAB FLOOR .WI _TH EPOXY COATING, TYP. . 03.04 I SCORED PATTERN IN COLORED CONCRE f E TOPPING SLAB , 2' X 2' TYP. 10~61 -·---.. BICYCLE PARKING RACKS. 51 SPA(i"S REQ'O AT .5 sPACES/1 OU PER CITY OF RENTON LAND us{coDE 4-4-080 CH.11 . BlKE SPACES TO -· .. -·-----~E MIN ._!~?' WITI:!_~-~!s~-~~~-~~-c_;-~REt.~~ 5'-0~-~~_PARA Tl~~-~ow~ OF BIKE _SP~~~-~: -----~----·---·-' ,------- 10.02 ______________ _JRESIDENT MAILBOXES --------------~----.. ------------·-·-----.. ------...... _._ --...... --.. ----------·---------.. ----.. --.... -____ .. ___ 1 1507 ______ [SHAFTFOR KITCHEN EXHAUST HOOD (Ai VE) ____ __ _ _ ____________ . __________ ----------.. -....... ________ _..I C ity of R1)11t 11 Planni ng Divi si •n JUL 1 G ZLl14 "' z w :J u . 0 u I-z w ~ a.. 0 _J w > w 0 Cf) 0 ~ Cf) 0 u • Cl) l-a... <( w (9 <( 1--a: w I z 0 l- b z aw g: a: u; 0 0 00 0) ~ Q) ::::, > Q) <i3 co 0 0 C') 2 ::::, U) Q) ~ -en ~ UJ z I'- "SI- I'- ~ ~ ~ -z 0 I-z UJ 0::: - UJ ~ z <( ~ 0 z <( ._: U) 0 z N U) I ~INI I -!-1-J-1-+-+-+-+---I- ! I I I ' i i I I : I I I !' ' ' I ! : I I I . I I . ' . ! 1' i , I - I ,1 ,i i 11 I I J 11 ' ii : ! i ~I i 1 lgl I I I I i I : I ! I I ' ' ' i ' 11 1::i::1 I :'_i i~i i ' ' I I I i !ls I i I ! I ! ! 12 1 I I j i I -/e;j-1 t ++-L +-1-~ ii I -i 1 gi I i I PROJ_ # PROJ.MGR RAM ~ 0 0 . I () a: <( I ~ () Cf) • I D l{) " co C\I I C\I C\I C") -. (!) 0 C\I >< <( u. 0 0 co -.;I- I -.;1- C\I C") -(!) 0 C\I ..__. . _J w I- [l ~ UJ _J ~ w Cf) l"I 0 T"" C") w I--::> Cf) ~ • Cf) . w > <( ..... (/) T"" T"" T"" C") 11 Cf) I- () w I--I () a: <( >-I a.. a: ::> ~ 0 ~ I I ()a: • Basemen t Level _ :=:=====::; w A2.01 ~ () -a: 1-......_ ____________________________________________________________________________ ~_I __ __.I Cf) (2) I i _________ [_ ____ ... ---__ I _ ---c-,----------.. ·-· ... - s 1°35 20" w 2so.0T I I -------1 ' ' .••. ::..... ..• -----------·-· ---------·I ------- ' ' I I I I !._., I r;; ____ i --:_r :r~ --_ PROPERTY LINE ~·()~~: p~~p~~~~i!~i"-_ 1 i1 _ ~--~---~, ~~/ . UJ ,:, : // ~R A:-----~ ~/ I I I ---.--· -I -·-·· ~ -. -----------++---. I .. I 1 ~ . 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I- RAM <( I cccJ SITE PLAN AT GRADE • ::====::; w ~ 0 -er: I-A 1.01 ,..__ ________________________________________________________________________________ -+-__. .... I ___ ..... l Cl)