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Home My WebLink AboutLarge Format----------------------------, ----------- o.o -,r-c~===~===~====~========== cc-,==--=-==---====-=-~~=====-===-=-=--=-======================--==--==-=--=---=-=---=======~-·:::c:-~====-;;;-~=~-==---'='-~;;:-==:;===-=---~ U.1 L: I l.6 \.o l.4 2.3 J.1 5.1 5.6 t.2 6.2 5c1 5.G --··2:J l.;1 b.9 U.8 )s · ~-/~s b.G IJ.7 b.s b.o b.s 0.B 'J.8 h7 b., ts '.l.7 0.7 0.e h.H ti.fl D.B L.9 l.o 1.o :.o le l.o to i.o l.J t.o b.<J b.s 0.'5 Q.3: 0.2 ROTATED REFLECTOR NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. t EXAMPLE OF DIRECTIONAL ARROW b, I,., b.1 t.1 [11 JI "o I s s ,, b ~'I \c1 1-------JLG -------I 01 / C2 :o to? \vETLANI'.;j BJI ~ £Ro2 U !, 2 A(, RI :; I ____ J ,, I ,, 01 ~~ ,j o., I ~, -~: JJ 0.3 j J b.J ~.l IJ.J CJ.1 tu 0.1 r 4.2 t.s I ie j / ks 1~01 1-1..2 I 'fi..,-J \ 0 I \ G 1, ;---------! !-----~----------' "f u~l:i Li i 7.~ J.: 0.3 XGBM LED Crossover Area Light [ ) END VIEW PERSPECTIVE VIEW [ J SIDE VIEW /l--"[GUG'ff'r\ 1, ---~pt01° I ,I I"'· f 11 I [' 6.0 '' b 58 '" ---------je>~ ~ F :=cc-Jcr--=::tf=~T 12 i / i.t, ts DETE~IT ILJ~I ARE/I ! 05 ACl,E'.'; °'.:•.O 5.1 5.3 5? 4.4 48 0.1 0.:J '.1.1 Q.3 C.:; b.1 lj,3 U I bJ b.1 (,,3 0.1 03 l.1 b.J 0.1 b IJi 0.3 0 J b.3 iJ 2 •12 0.4 tu; )WI Grc 1-77 i 4.SJ 4.4 3.5 i.1 < I b I ts \,11 '' JLG :.7 . B.3 l.1 i.o i.7 i.t i 1 :J I -"io 2.1 b.1 5.1 4.'. 7.3 El '"' DI_U6 6.9 '.l.6 2.2 2.0 1.fJ 56 '.!.! 6.7 t.8 '.().'. 6.6 'ko G.s 5.i' 7.9 7.9 t;, l ~,.2 4.o J,::; 6.3 11.9 1.-4.5 fl.;;\ lo.7 i?.'J ' 8.7 \\-::7 o, ~~ ,;IL C 12.1 J.1 8.2 1-.4 7.o "\_;.4 7., 91 /.2 :',.1 'i.1 7.7 ;.l ho 7 G-7 12" ic> ., : OLC , j \ I 13.3 1:u 8,3 6.8 le 0 1:l.ll 5.6 7.o E,,',l i:.2 DLC :l.5 h2 'I IG.O io.o ~.7 13 3 h4 )3.1 11 3 El b 9.-.&-- . DL 15.5 \r.7 10.0 7.6 E, J 6.7 b.o 6.6 11.s J,1 ~.6 6.1 12.4 j, ' 2.1:J 3.J 4.1 2.9 30 3.7 4.s 8.3 3.2 J,1 3.a \1 7.1 \/E-HCI_E STAGII\G SH },.3 S.J 5.s 5.9 Q,1,08,1AC~ES,, 178 Sl'ACE'.-: 5s i).S 8--8 kt 3.8 -J.4 12.2 9.2 LJL1.2.s ".!.! ~.8 74 ).1 3.1 4.o j,4 J,r, J.5 2.8 3.1 2.9 ~4 5.:; 5.0 J,5 h1 b3 ·1.8 'i.1 6.o 5.c 42 0 \5,~ © 0\i; 0 0 JJ,& ' ' 3.'.:J 9.J 9.4 b.s <:ie-1a.~i oCc s.2 7.s --h-1 ,,, Lo I b, \J.4 lo') il: :'.:1-:23 t,2 lL . +-5--lL'J ___ yl 8.s ii.;;:~ .. Oil.£ b.:; 8.4 -107. -108 ) 86 ,, 5.1 5.s 77 11.3 27 24.?. \J.B 70 2.4 I.J '0 6.s 13.8 it.s G.'J 88 82 9.6 \2.J lo.s 24:J 20.1 j;,_g 5.7 2.s E:'.G 22.2 m \,/ '.,_7 12,7 le:',, ) U.8 ~ © -·9o f--S.o-----',.s ID DLC i<~i.2~--~1,~.i'+--~\~4~1 _ io.1 92 0.G 99 99 ---1··---- i2.o io.1 ---~---~-~-~-r:·_~l_~~~I:_~_-s_--c ;,;ci u a_-:_L~--~------u b E' I An-ll n !d 2 r·12 n_t ----I DE' s Cr i p-t-i o-n ------------.... , ___ --::_ --=--------.. -------_----__ -----f-.11'_Lo _':1Fu ~-J-___ ---+--~--1-~_AC]. en 5 / Le M--eJ-__ -__ -_-1 A2 ~ rJ--;,--OL-_ v-;_._, __ u_r~,-2_ ---n=s-_-_-_----:_r_r_--.-:.;0-~ t-_ --ts= ' 2:3 LJIJ, [180 RD:ATLD -----iXGB_-->l~F_:--:--LE-D-IV--C-1-,/---H-S_S __________ ,_______ 7 ,, ~ ~ 273.4 ~ -~-12 ___ u_L_1--\_1=====----~R_o_-_1 A_._TE_D __ o_r_=1_1-c_-·-s_·-::_=-___ XGlH_c-_T~LFD-HD-C:\v-23 --~-__ I o.CJoo NA -[-58140 ---_-__ -_-___ ~_+_ -="_0_16 -------< ~.o :} a J 1 iJ _L_B _______ -+-_:J_@_1_2_o_D_E_G_-~_T_E_s ___ +I _x_G_D_M_-5-L [ 1-HD-C\v -23___ -----------ro-900 N. A 7 C, J 9_2____ _'!_J_o ______ --~- l).4 2.s 2s.J 7.1 28 b.9 ' /J 22.4 J.7 '-1 'i.:i :.o 0 P.a 2-8 2.7 2.9 2s 6 26.'. 26.l 21.1 26.8 L \ 2G.G C1 R 2s.5 !i 25.J I' 2u.iJ 2J.(, : ~3.Q ls.7 b.9 io.1 112 2.3 l~.5 ' I .h/1 \.9 2.B 2.8 ~7.7 2t,.'.J ----c,- 26.'3 22.s 24.J -·----ao~· -co,--~ ' 012'h 2i=,z-------t9s · -~ ~-L- ~1.7 '. tG.2 i-t.J j 22.5 t· \,: n,-I ~.,,::J LJLC \ .5 2o.9 2!.J 't ,J 2o.o 26 26.Q 208 ic.s h;,G b.:i 'iv.6 \6.~ --is-: • OL..V./ '-~~,~1:~-~l_-cc ...16.,2-DL \,/ 5.7 5.1 t.J 5.7 b.:J 5.7 8.,1 ~----. __ "\ ~UIC tn--12 s 11.n 7.6 ic:.4 q'.);' ~~ -• ; ~ ~~, D :.J,78 1, fiC_-_w+-f-1_11_ ' i2.o .---3 ':I.G 88 t,,'j b.9 Y.2 ho \0.9 lJ,'., -:r . 8 1-00 r·ciLC D11Cl(-BP.C:< I XGBM-5-LED-HIJ-C\./-?:J [ o-900 N.-0-----+---5-09-?-_G ________ 600 --[J __ 20 JLG_'_____ SI:NGL~ ---_I XGBM-FT I c:n-f-'o-r:v-Hss-23 -----------+1-c-, 9-0-0----+--N,, ?1164 287.6 ----------------- ff-----?2 ell v/ fSTNl~E [r-,B\v:-1-F~ -320->-i\J?SMH-F 0.900 2::'500 14832 368 ~---~----~--------------,_ j --------·-----... ----- 0.1 M0in-tu·r1r::ci levels o. "t 4' a.bove gr0.de, Cc.\culo. tior1 Sur'rvic.ry f--- Lo.b2l ~-I~-,_-_ -C-r,-,-C-G_-~-l-f _________ ====-------_ ----lll;J1'lino.nc2 --+-- llluri:no.nce -~-/1:~1~\~_.o_~u-----t---M-o_x _____ -_-.+--M_i_n _____ --1--A_v_,1_1_~_,i_n ____ +_'~ __ u x/ Hin _-_ --~ ~-c --i 3< J 0.0 N/'i. N,A. 1 --·,---- lJni-:s ! f'RDPERTY UN~ ' C/E I_OT rH0SE 1/2 C/E / SnLES f---P~ASE 1/2-SALlS STA~JN~/SALFS IlluM'no.r1ce --f----- 1'. 1.ur,i 'lO. nee ----+----------,-----------------' f-c l.72 J.4 0.3 :i.73 11.]3 ----- Fe 8 J2 10_7 c.J 27.7] f.2 33 Fe 1', 70 2?C, I 8.2 179 2,/4 -----,---------···- 2.05 1 2/2 ~'.:~::~~~:: ;~ ---+--:-;~-.,;-_ :-----+-~-~-~ -----~-11/.-·2-_;-----+------~ -----t---------j--------------- Illu011no.nce ~c 8.77 27.4 SALCS I t:T [2AI FS ,;T AG_l_l'J_G__ 2.77 -----I ~;~- 1 ------1 __ I_-~--- - 7.31 Bo.sec, U'1 the i(;fu('r'lU. ~iur f-)('u·;iclec3. c.ll d'.Mensiun:..; c.·cd lLmino.i('l.! l:;cotiun'.::, shewn t'2::J''CScn-t r'eC'...:rml:..'ne-led pusi Lons. The E'(lginccr c.nc:l/or-8.rchh:ect Ml_,E:;i: c!P Lc''r'1in2 the o.pµli:.:.ubiU ty u-F lhe lo.yoc.,1--i:: to existing or ~'uture: Fie','.:l CO(lciitions Tris lighting p'.ur1 n:presenl:'..o ill:...1·•rnutbn leve'.s co.lcub-i::eo Fr·ur1 lo.'cmr-o.·Lv-y cio.-rn tnkc(1 :...1nder-conc,ollcci cor:, ticr-s in ~~cccrcio.ncc wit!". The Jl.ll,wdnn--::ing 1·_noin2ering Society (I[S) D::::;.Yovcc! "le lh . .:Js f.c-tuo.l pC'<'for·r,10.11-=2 c,:, o.ny r:o.nufo.c-ll<r-E:'V''s l:.),~llnl.'-'r'ec; r1c.y vo.ry cL.e lr.; cr'1::>-nges 111 :_::,'.::c~rico.l v0l-'::o.ge, tolec-r-::,Jice l'l lu11ps/LE0's und other vuriuble-field co(d:-tions. C::o.lcL--lo.tio,15 Uc not include obs-tr"-"ctio'ls s1Jcrl o.s kuilc1'ngs, C..:L,.V'bs, l(~nc>sc up>1;;:i, cw viy ctrlP.e' o.r·ch, L,c-turo l C?l,er:ents LmlC?ss noted -~-----~---------~ NOTE: ALL 23' POLES TO BE MOUNTED ON CONCRETE PEDESTALS 2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT OF 25'. bi t.2 ll.2 IJ.c' 0.2 l2 '--- 1,,; 24 5 b.o 23.9 62' ilk:JL l , 21.3 '.7.G j(,,7 hi S.6 7.~ d.u ·s.o 7.7 G.7 9.J ll.c' 2.8 2s.s 2s.J 26.2 ----f 1:a 22. 1::3.s --0----- ['~ ' l:::JY, 19.'3 ___ -J9:,--~o-.T 17.-J-\~F ls.J h.rl hcj I j 7_ r5--fliJ°".Jd-1B--t-r.:J- . L~C h--~'-~1~,~) _ b.J l,j l,i.e lc.-.o -nr.~ rn C 1G.J 1c...1 ls.4 C'li. io.o ,-, Y.::i t.c; ll.J ' "'~---- 2.e 3.:J 3.3 3.1 27.4 Jo ::i :Jo.2 2'J,l '?I.H hu -. -c -;,2.4--~c?.4 25 O ~J.8 23.9 -,------ -~52-ls?h, __ ~5.3 ---1 ~·,_ -2'°3;~____:;,-Sc{l----22. ~ -;;:---f; -21 J 1s.s ts.s '.9 3 1.7.5 19 tu ' DLJJ 22.9 ··-:.B----25.::. Lu b.o b.t 5 0 b.J 0.J O.s ii.'.; ll.'.:, C.s b.s t..c 0.5 0.2 0.1 I 's,1_..,__. ____ L 30.C 20.1 °21.6 3.::o ::v ---\T_---_T JC.5 2 .3 i '.:W ~ 34.0 32.5 229 2s ?1.;1 ---ra--- 3J G 2".:l.o 26.'.i 22 2 2:.s !lLD 21.s--,s+--ffc,----24.3 ~-1 5.5 •1.2 7.s: he, 1.6 10.5 13.2 b.7 1 s 15.6 11 .5A_ _ _}_3.7 hs 3.1 3.2 3.:J ' 2.8 I 6 'C 22 Jo.o ~/.) 2 ,8 ~5.4 ' 18.1 9 0L i},& -, 1 s ls.5 -21 / 2.L 2,JS 11.s ------ ls.s In )J.4 9 ' ,., I ,~ 2 i.J ---. C i.2 l.4 ],') ),G Y.u '.J.o _, ~.9 3 i1.2 j ir12 b.1 ,.1 J~;LB '" """ 1-'' 20; ' ' ' 15.1 17.4 \4.9 -" \ RECEIVED APR 3 0 2015 C!TV Of RENTON PLANNING DIV:!31.JN ALLO\,;ED \,/ATTS• L7.001 1,/AFS USED< 105,616 Tcto.l P(-oject \,/o.t-ts_l Tr-to.l \Jut ts = 7925:::i.4J ,;o:o "--·""" ,u c;,cINS"TF. r.,HU .,,.. "~" ""' ,,,_=, • ca, '""cc"cc'-'cc"'cc=~~--__ .:;, cc UGI !TING PF:Cf'llSAi_ CAR/.!AX RU\ fl.IN, 1,./A CSP-15) ]YA--IK Jo A ff,2/) 7 /2014 i '1-' 20271-·G c.v,,:1v1s fs:-kt· 1 -' -r Lil l ~-----~------------- SC1\LE: \"=-40' 0 - ' 'I .,.-:-=--I ' -I c[ ROTATED REFLECTOR NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on th is I a you t t EXAMPLE OF DIRECTIONAL ARROW ,-------------icp---======..c=·--=-=-=-e=-==----____ ,_ (1.0 0.1 0.2 : I 0.6 l.O '..4 2.3 3 7 t.1 5.E:. 6.2 6.2 , I UJ 111< C.1 t,.6 i , t.s o, 1 __ o:' ___ o~t I 0,1,~ Ci.1 I CJ.2 lo io 7 b.t (1.! tu 1,/ET' ANDS [ BLJF1i11~'<c, 0.42 !",T,RES _ 1 _J 01 . t.2 c.7 IJ.S , 4.4 I I J i11 I ---j 01 ),; 0.l b.1 ·J,l iJ 3 0.3 tu C·.J b.3 tu Ls I! hs l 2 -'-j [': l1-1.~ 1., / 5, 'J.3 3.s :.2 78 \' ' JLl\ \.'.l '1 .4 5.6 9.6 6.'J 6-.7 9.3 G.7 9.) 9.1 S.4 S.IJ :i.3 ~.5 6.J t::n ti, !3.1 11.s ,;:::;-::: . . .. 4.c 66 \0.1 s.1 1\10 \B s.s 13.(\ i.1 8.2 5.9 4.8 1! 5.31 ~:.4 e.21 t.s 3.1 I iP.9 lC.G B CLC 9.o 2.2 ],') W.5 ii-'.9 [,';,[ 12.1 70 J.1 5.2 t1.c 9.1 i 1J7s+ '--123 -' fJI C . 1 1 J.8 h3 lo.u t,;_o t.:J 6.1 :, 0 '.-:.8 39 G2 3.6 6.1 2.8 J.o 4.1 J.6 ~.') 30 5.5 \p J.1 VEHICLE 11 8 b. 7 GB 1/J-_Wi i]LC ~ i ' is.s S.2 4.5 83 J.tl t1 l.1 STAG!I\G I},;,_ 08,1 ACwE ::;,, l /8 Si'ACr-::; 8.1 3.9 11.:::; \.1 O.s b.o tl.7 22.1 2c.5 h.1 ~i::'.4 ts.7 19.1 io.3 14.5 i::..c '!.1 Cu l/.s ·Hl !),; 2.s 2.8 :'8 2.6 25.J 25.9 25.3 ,e 29.3 l 8.1 ( " r .. ( 0[1 ,J c.~ ? .G b.1 is.::; '.6 i:' ';i,9 (,8 b.s 2.!J 2.8 27 25.6 26.1 26.1 1:2 '''j_,~~5' G+o-",~.c 1 .~ I ' D 2,j 1~4.J 2'0.5 2 C ~- \4./ 1s 7 iu.1 0.8 27.1 2u) 2G.D B 2s.:i J';'.U i4.5 o.o b.1 p:l.7 24.7 26.:l 26,3 24.1 2:.7 1d2 in ----T ,~; lls~hc b:r---B .~::, 'lL C 24.2 ' .s ':'0.3 r--~ 2:s 20.0 DLC 0.[l 0.7 ?.6.0 25.6 i:'7.0 2c.s 2r .. ~ ]Y.9 °23.S ---8 8----=- o@I -----hr-.. · + 2 u t8.s b.:J hi.6 16.7 \9.] 16.2 iB.5 ~'~'-~1---1-~i7~.c~-_?>,o.5 farJ 14.:C is s; ) r .1 'J.8 08 2.6 2.8 27, 2s.u 25.3 1:c'.i:' 22 --~-E] is.3 2s :!~--~r-1r ~u,i ' 2:J.o \8.'.i ---· El-' 17.:; ,, fT.:"'" [,'_[ \9.5 18.; 19.3 17. is.e '6.6 DLC lG.Q IG.: l&.•1 J.3 3.3 J.1 24.3 E.:! ___ ~22 21.3 c'./.H 26.8 27.2 19.2 i6.8 hs '_9 3 17.J 23.5 1.9 2J.9 tu . UL(i -22 .. ,--tc,,__-'_e'.io o /-------------- 1.1 4.1 83 5.6 '1.0 \s DI b.3 8.4 83 S.2 38 12.2 't,.3 8.9 CJ-"El 0.2 DL(;,.s 71 I_ h§ -~) 1S.3 ·_\\":\'' -$9. "o" bU ,c,U C9 -~-3 /JI))~>----;:'=-------_@_,_~--C~i-\7,J~_l_\i~'~l \_,,_i ~l,J_\13 [ 12j J~Jl 1 j2 1kt ,~: -_ cEk1:f /\sH n']-~-~s 'i,D 1" ,,_, 10·' uL 1,1 UL vi 6.u \s.4 1 o i:u.:i --+--- 5.o XGBM \:/ ""E cw = • ~ LED Crossover Area Light [ END VIEW PERSPECTIVE VIEW ( J SIDE VIEW } 0l TEN !ON ,i\REA 1.05 ACRLS u' b' 'J.l J.1 0.1 b.1 b.1 L t. 0 1 ()3 (J 3 L 4c U.1 i u: '.J.'} I b.3 1111 2.1 if DI_£, J ,,, ll.3 l.! ~.1 b.:l '_,7 7.3 b.J 9.9 '.l.G G.s 7.9 7S 63 1c.1 9.2 '.J.l I 7 2 I /,J h3 6 11.2 s-: LJLC 11.1 I .5 11.2 b.J G.'.) '7.B 6.8 6,5 5.J JJ J.1 ' r .. o J.4 J.8 2.8 55 Js 2,8 31 2.8 24 5.9 5.4 '55 t.c 4.a 4.2 4.Cl 'u 9.o 7.9 9.4 ( hs b 9 ·-...... Ii" 7.2 ;5.3 m 1-1 57 5.7 7.3 i",.4 'i. 7 ::; SEr~VICE: 5.4 .c~ 9.Q 7.8 me l:.2 C.4 \ 9.6 \6.0 15.4 :. : .. t~~: lo~'~~\1~2 01 ~1~'~' _ lo.7 b.2 b.-1 l 1 3.6 10.8 i2.1 \t 9 89 'io.J--14A -. 4;&---)2.G 38 Isl --- 2.o 4.o B.1 12.3 qJ 1m. ~ i;.s 82 , c_ -.' 8.4 12 1 ,J,J 12.G 7.1 !L~i;;;:r"~~ Sch2dLsle ---------------_" ____________ _ ------------~---. ~-------r------------------------- j Syr'lbol I Llt:; LQbel , (\-~Tu'tgenen :~ D2srfip-tion LL~-Lur1ens/Lur'1p I : j 23 I OLi' 1 D'lJU "DTATED I xu1w1-1 r-L,D-Lvl-C\,-Hss ----------------o.9oo NA ~--t 112 [IL.Al I RJl/\TED DPi-1c·--s----------X-G_B_iv-1--1--T---L-::_D ___ H_O ___ C_\_,/ ___ 2_3 ___________ ---------_-_-------I-0-.9-0_0 __ rN-P-.--------1--5-8-14--0--__ -_-_-_=---:..------------ [:J E: 1 ~u [Jlc (,Cl( Dh~( -=------,X:illM-5 i [U-H[-[;\,/-2:J ------------------~~----------------_-__ -____ "_u_9_0_0_--+--,-I.A-.-------+--5-0_9_2_8 ________ ---+--s-o-o------, An'', l_uJYl, L~riens 23320 l.2 ------------! 601.6 01 ~l.D J,7 \., \_5 io.u 10.9 {1 1•: l;:,,7 .-'-----;.·11 ",:<,J7 ~.C) ' DI _ vi p'=ri:·:L"'l'J'i':=::~tl! n I . 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':his lighting pl,-::ni re:.ireser; Ls :uur'1i'10. tio-1 levels colc,__,:,o. ted Fron lClbo,..--o. tory do."tu "toJ<er. uncie?r C:::'._mtr·otleci curnJitions ;n o.c:c..:orcio.nce w·~h n,2 rnunir10.-tin".:) En9ir122r-in1J Sucie·cy CIES) o.pµ1·uver...:i 1•12,·~1ur...,~, A:_ tud perf:=irr'lo.nc2 uF uny riorc ... d-'uc ':ur'2r 1s luc.frmir·2s 1'1(!.Y V'JJ'j due Lo :._·,10..nous ir· ele:.... ',r'icul vol tugc, tulen:u1c!c' in lc.~~s/LED's :i.nC, o-tr12(' v0ri0.b\12 fi2,d ccrcii-trons. C::i.lculo-t,ons du no-t ,nc\1..-!1..::h:> 0Qs·~r·uc-t:u(1:, sud1 os Ou!ld1nys, I :=urk;s, lunc:L:iL-:::oin::_J, er· uny o-tr_e(' o(·cf-,i tf:'ctu('O.l e>·:'1'11:::'r' ls unless no-1:<c'd. L__ NOTE: ALL 23' POLES TO BE MOUNTED ON CONCRETE PEDESTALS 2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT OF 25', '.l.1 U.2 \i 2 ,2 D.i: h.2 :J.2 c.2 b.2 i _/ S(2) SAl_lS 8.3 J.2 8.8 10.1 1o.4 Jo 9.J io.o 9.3 S.c U.1 19.-) '.1 C !J.Cl 1 -~ --- -~:·~-J,3 ----1).7 ~1 2 1 ~, .. -}&;t,~~.6 6.1 '.i.c 95 i20 !23 :1c i17 i2.'l iJ'J '11 11::, ":14 tl.6 ~~ /~~ @ r;-:::, , 9.6 l'i':=lo:::': .. 1 =='='=1:::-:c-,":::::-'c-:='°'l· ':::::['=o.:=, ='==''="=1:::b:=.c:::':-~' Ls 's.o l.o 2.2 Lo l; 2.o 2{JLGl.c; t,.,; b.s O.s b.5 0.5 Q.;_~0.G~ __ b_c __ b, be O.c--------- 0.c' 0.2 02 0.2 CJ.?. 0,3 [U:, ll.-::: 05 ll s 0.'.: li.s Os in b2 C.1 3.3 3.4 20.0--t-t---esr-22.2 ,_,,_,_ :~·~-" t__" -~-~"+ -~'~"~'- i:1.6 2:i.11 "21,:,---~4,.,; OLE f?.f.:j---· 1'4.3 !% b::.11 h.1 h4 ·21.1 __ '"~ ;,,,, 2c.6 ----?.3.-i .: .. ,.~.~6 B 24.3 1 s i.G i.G 1.8 3.J i:'.8 i.6 bo JJ.4 .5 i /,'j h':5 GOI_ 'S ' 24.9 \ti.Cl ;2.8 1.4 )8.8 21.::i in ' 1.1 is s b.o 1-:JL -3 ]4 5 14.f ls.7 lc:.5 j7,1, l:J.s sols l[),9 13.Q 19.o l'J,[) 22.1 la.2 !G.2 12.1 -'UL 4 --t=~,=,-::i.:1 b.4 io.l:l 4.o ' ' !4.: __ J_;_.,8 ,, {L ~ .7 lc, cu l::l.6 \4_7 14.S 14.4 ,4.l 1:,.2 32 ~ I I 1'9 ,,ii I 1J] Pill bs 3.o 1f _i l~o'-~ lilJJ s.3 1o '{, \ u 32 2.s r·'.J b.1 ' ,, l APR 3 0 2015 C!TV Of RENTON PLANNING DIVlS!Oi\l M_LO\IED IJATTS, 11/,00! 11/f\ 1--rs USElJ: lQj,616 Tu io.l ,:::irojec ~ \,/o.-tts_J T o-roJ \·lo. tts -:-c 79255.43 f;;e/1 ~--::--::;:::, 0UtJ2'.l!JillM@rl"' ~,nnf.llibii'ilrtrrrr~lffi1mtJr,~~ Tu:~I•n:.f!;(~; it:, ~r.?iir1'1.:·M@;;ii• ®J'~ lmJ'~ )OUC,) M_I :"Cf SU C[NC1'JlATI. UIIJO ,,,,<C U'i• l==~====~~~c~'-""~" ~""=~:L"'_"_"_"_"'cc"'-=~~~,-0~0·''-====I i_JciH r!NCi r'RDPDSAL IJl-120271-6 ===---~ ==== CI-\RM(\X RENTDr--1, \.IA (SP-15) I Y,Afcl< ~-- SC!\LE: lets ~::,211112014 -_L. 1':=40' 0 J;.;·'· ,,,.·tlr,s' ,,,,.-,,,-, iSHEc, I OF l 40 ! E 0.. 0, -N ~ lD ~ 0 N r--'.' 0 ~ 0.. ..,: cr, 3c -0 0 0 N -:,; u z Cl< / U) (!) 3:: Cl N / " 0 0 "" >, Q) 0 > ~ "' 0 w -lO r--,,., / ~ C: ·o o._ ~ Q) ~ C: <I) u / C: 0 ~ C: Q) ;;,- C: a -0, C: ..c: "' ~ / <i'i A B C 1. 1 2 3 4 GRADING NOTES THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUClURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUClURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISlURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISlURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NAlURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWA TER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RA TE OF STORMWA TER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. o STORM DRAINAGE NOTES 1. 2. 3. 4. 5. 6. E 7. 8. 9. 10. 11. EXISTING DRAINAGE STRUClURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. IF ANY EXISTING STRUClURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUClURE AS NECESSARY TO RElURN IT TO EXISTING CONDITIONS OR BETTER. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFAClURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. PRECAST STRUClURES MAY BE USED AT CONTRACTOR'S OPTION. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SllUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). CATCH BASIN lNLET PROTECTION / ERO~ION _G_ONI8.0L TO BE USED FOR ALL NEW INLETS. ALL STORM PIPE ENTERING STRUClURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. CONTRACTOR SHALL CONFIRM STRUClURE CONSTRUCTABILITY WITH MANUFAClURER PRIOR TO DELIVERY AND INSTALLATION. 5 !XISTING OU11.£T S1RUC11JRE CB l'tf'E 2 RIM=21.11 tE 15"PVC {N'l(J<,•1M IE 15'PVC (NE)-1J,8 \ I 6 SOMH R!M .. 20.93 1E ,s·~vc SliF17.7 IE t:1"PVC NE)-=17.7 TOP 19,2 IE 12"PVC CULV .. 17.8 .. L-- -- CB R!M--23.19 IE ti"PVC (Vl}-19.-4 CB RIM .. 22.91 IE 12"PVC (E)•Hl.9 IE 1.2"f"JC (W)•1'5. ii 11 l 1 1: PROP. ST0RMWA1ER 1R£ATMENT S1RUC1URI; . r j ' I ii 1~--L __ 7 CB Rir.t=2J.75 IC 12"PW (W) .. 16.0 IE 12.•pvc ([r\M -- 8 OP, MASONRY WAW. PROP. MASONRY WALL (TYP.) ,,. IJ/ ; "f ITl---\.'v I ROP. STORM PIPE , AREA INLET 9 _, -~ •. :-·: -;. ···~ :::t>: .. ~} IE 1.t'PVC C1JL""'19.5 s ERVICE FF=25.0 10 11 -- '-; '•} --· if. S(2) ~-_l,;I;tl:!f~:!i -~tt SALES --FF=25.0 I \ I I I 12 CS Rll,l-.23.a& IE 12"CONc($,N}=21,-4 -~ --- 13 - ~~- ~-- ?"-.JH I I I 1! ~ m >< {/) (/) I I I I m >< (/) {/) 14 CB RD,t .. 21.33 11': 12"CONC(SE)=,1&1 SOMH IW=.22.92 lE 24"CONC{Nt1' 1 IE; 24"COOC(S M-.0 IE 1:t'CONC( =16.2 • ca RtM .. 21.e!} IE 12:"CON~=16.S 1£ 12"CONC E)m15.8 I 11---+--+-~-+~f----+~L...l--k ------------------------ F G H DETENTION SUMMARY: ON-SITE DETENTION AND WATER QUALITY WILL BE PROVIDED BY THE EXISTING POND WEST OF THE SITE, FOLLOWING THE DRAINAGE PATTERN OF THE PREVIOUS DEVELOPMENT. A NEW WATER QUALITY STRUClURE WILL BE PROVIDED TO TREAT AN EQUIVALENT AREA OF NEW IMPERVIOUS POLLUTION GENERATING IMPERVIOUS SURFACE. THE SITE WILL ADD APPROXIMATELY 55,000 SF OF NEW POLLUTION GENERATING IMPERVIOUS SURFACES. RETAINING WALL SUMMARY: NO RETAINING WALLS ARE ANTICIPATED. PRELIMINARY EARTHWORK VOLUMES: CUT 6,500 CU-YDS Fill 5,000 CU-YDS NET CUT 1,500 CU-YOS LEGEND PROPERTY LINE PROPERTY LINE (OFFSITE) EXISTING EASEMENT PROPOSED BUILDING PROPOSED SITE WALL EXISTING CURB PROPOSED CURB & GUTTER PROPOSED CHAIN LINK FENCE PROPOSED GUARD RAIL PROPOSED ORNAMENTAL FENCE PROPOSED CONCRETE WALK --~----------- -------- --x--x- PROPOSED CONCRETE PAVEMENT t ,.,,. ,.,,._._,,·.,-, ·.-.. ~·-.-· --·---, ,_' u,I ·. '., >· ; . ;.: I. •.· .~ :~. ·, •,: :-.:.•./.~: :':). !';-:~:~: EXISTING STORM PIPE --EX SD---- EXISTING STORM STRUClURES • • 0 c PROPOSED STORM PIPE sr--- PROPOSED STORM STRUClURES 8 • • EXISTING CONTOUR PROPOSED CONTOUR PROPOSED RIDGE LINE ----RID6E----- 4/8/2015 SPR SUBMITIAL 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 --i ----- r I I I I I I I I I I I I I I I I I I I I GRAPHIC SCALE ........ t kr 211--j_i--j ___ __,~ ( IN FEET ) 1 Inch = 50 fl max -----STORE NO. 7252 SW 41STST ' t I I I CB RH,(..-11.57 IE: 12"CONC{~"'19.1 It 12:CONC( .. 19.1 m >< (/) (/) I 0 i <( I ~I ~I I ..J ..J <( l > w I I GRADING PLAN APR :JO 20/5 C-2.0 T (206) 522-9510 CWY (':' ·: ·, ·:,·"! F .;!~J!~!.: '--________ R_E_NT __ O_N~, _W_A ________ __J ,_ __________________ '"_,· ___ _,_ _____ _J A B C D E F E o._ N N N co -0 N G ,- 0 ~ CL <( O'> " -0 ~ C) n -2 u :z Cr'. ,/' (/) c..o 3: C, N H ,/' -0 0 0 Cr'. >- Q) 0 > ~ u, 0 w 2 3 4 5 GENERAL UTILITY NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HA VE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT YllTH THE PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. REFER TO INTERIOR PLUMBING DRAYllNGS FOR TIE-IN OF ALL UTILITIES. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. MINIMUM WATER AND SANITARY SEWER TRENCH YllDTH SHALL BE 2 FEET. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE {EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE YllTH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS YllTH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 {AWWA C-151) {CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON ELECTRICAL SITE PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. WATER NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" -2" DIAMETER IN ANY PUBLIC MAIN. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES YllTH JURISDICTION. ALL BACKFLOW PREVENTION DEVICES {DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. SANITARY SEWER NOTES 1. LEGEND PROPERTY LINE PROPERTY LINE { OFFSITE) EXISTING EASEMENT PROPOSED BUILDING PROPOSED SITE WALL EXISTING CURB PROPOSED CURB & GUTTER PROPOSED CHAIN LINK FENCE PROPOSED GUARD RAIL 6 --------- --x--x- ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. PROPOSED ORNAMENTAL FENCE ---0---~-- EXISTING STORM PIPE 2. 3. 4. 5. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. EXISTING STORM STRUCTURES PROPOSED STORM PIPE PROPOSED STORM STRUCTURES ' 0 ST 7 8 EXISTING SANITARY SEWER PIPE------------------- EXISTING SANITARY SEWER STRUCTURES PROPOSED SANITARY SEWER PIPE ---ss--- PROPOSED SANITARY SEWER STRUCTURES EXISTING WATER PIPE EXISTING FIRE HYDRANT PROPOSED WATER PIPE PROPOSED FIRE HYDRANT EXISTING GAS LINE -• -·--· ----:=x w -·----· --.. ----w---- JI PROPOSED COMMUNICATION LINE--T --1-- PROPOSED BURIED ELECTRIC ----UE---- 9 10 GRAPHIC SCALE 0 25 25 25 25 ' I_I I __ ___.I CARRl8X 11 12 13 CONNECT TO EXISTING TEL VAULT, EXISTING TEL SERVICE TO BE REMO'IED .... 1111111111111111181 UTILITY PLAN STORE NO. 7252 cnv or t:"frtrDN APR 3 0 2015 _, m X :2' I 14 ~ SOMH Rl~"'22.92 IE 24"COH'C{N.),,.13.7 IE M~COHC{S)-,,14.0 12'CONC(i::),-,1&.2 'r· ... ~ ... 1£ 12"CONC{E) .. 'l6.7 . IE 12~COOc{W}'-16.7 m X • :2' H Rlh1 .. 22.10 IE CL CHAN 12."PVC (N/S)-,11.$ IE 6"1'VC (W) ... 11.6 SSMli (ME1RO) RIM .. 22- lE Cl CilAN 12"(NE) 18"(£) 27"(S)•10,4 fl' PUJG {'11)""11,5 C-3.0 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 '''J''···-' .:'; :,,,_,;,,JN F ~~JA~t:~!.!~: ~--------R_E_N_T_O_N_,c.___W_A _______ :____....1 ~----------------------~-----~ E o_ n n 0 en -CJ N 00- N ~ o_ <( 0, " v vi "' (l) ~ ~ ::,e C, w er: / >. ~ 0 ~ C (l) > C "' <l) ~ >- ~ C 0 u <;cc C 0, vi 0 N I N I en -CJ N / Ul >- co :r: X w / Ul C) 3<: 0 N / v 0 0 "" >. <l) 0 > ~ en 0 w -en r---n / ~ C ·o Q.. ~ (l) ~ C Cl) C, / C 0 ~ C (l) oc:: / C 0 ~ 0, C ~ en 0 3<: / ui A B C D E F G H 1 I 0 I 0 I 0 I 0 I ·------------------·--------------------------- ' (If-:'- . ,~rrnnr/777??777J'77.n'7?:rT7H?7/7/,lXT,7,77'~7,PT~W,7,7i7~/,7~3,.7/,7,7i7,..7,W,'i77?7ff,/,7,7,;;;77,07/,7$,Y///"//../,,'///,l/,7,7,7hW,,7/,?$;z;z;rff~h, '/7/ff/7,7/7_$/7,17,?77l7"/,7)77ff/,7}7,///////N///////////'///H//.,-//N////, // / / Y, /, % 4/8/2015 SPR SUBMITTAL rlllffill ·-1-------------------------------j WFF 10298005 I • OFFICE BUILDING · NOT A PART BURGER KING NOT A PART I~ JA~- • cARmax -·-~~~ o· 0 -----/' <( /\ -----/ :·:,I 0 I '<>e" . 1D ) a: //' ~/ ij:j ii] --!All/I ! I ___ i/llV 1/H .....J .....J Ii <( > • w 12 13 14 SIGNIFICANT TREES NUMBER SIZE TYPE NUMBER SIZE TYPE NUMBER SIZE TYPE 1 NOT USED 34* 18" DEC. 67 8" DEC. 2 6" DEC. 35 NOT USED 68 8" DEC. 3 8" DEC. 36* 14" DEC. 69 8" DEC. 4 10" DEC. 37* 18" DEC. 70 6" DEC. 5 NOT USED 38* 12" DEC. 71 8" DEC. 6 8" DEC. 39* 12" DEC. 72 10· DEC. 7 NOT USED 40* 12" DEC. 73 10· DEC. 8 NOT USED 41* 14" DEC. 74 6" DEC. 9 6" DEC. 42* 10" DEC. 75 8" DEC. 10 NOT USED 43* 8" DEC. 76 6" DEC. 11 12" DEC. 44* 8" DEC. 77 8" DEC. 12* 12" DEC. 45 NOT USED 78 6" DEC. 13 10" DEC. 46 6" DEC. 79 8" DEC. 14 NOT USED 47 10" DEC. 80 6" DEC. 15 NOT USED 48 6" DEC. 81 6" DEC. 16 NOT USED 49* 8" DEC. 82 6" DEC. 17 NOT USED 50* 6" DEC. 83 6" DEC. 18 NOT USED 51* 6" DEC. 84 8" DEC. 19 NOT USED 52+ 4" CEDAR 85 6" DEC. 20 NOT USED 53 8" DEC. 86 8" DEC. 21 6" DEC. 54 8" DEC. 87 8" DEC. 22 NOT USED 55 10" DEC. 88 10· DEC. 23* 8" DEC. 56* 6" DEC. 89 6" DEC. 24 NOT USED 57* 6" DEC. 90 10" DEC. 25 NOT USED 53+ 5" CEDAR 91 10" DEC. 26* 12" DEC. 59* 8" CEDAR 92 12" DEC. 27* 12" DEC. 60* 6" DEC. 93 6" DEC. 28* 8" DEC. 61* 6" DEC. 94 6" DEC. 29* 8" DEC. 62* 6" DEC. 95 NOT USED 30* 8" DEC. 63 6" DEC. 96 8" 31* 10" DEC. 64 8" DEC. X1* 8" 32* 10" DEC. 65 6" DEC. X3 9" 33* 8" DEC. 66 8" DEC. X6* 9" NOTE-DEC. (DECIDUOUS) XB 6" TREES WITH AN ASTERISK (*) ARE TO REMAIN (EXCLUDING WETLAND AND BUFFER AREA) +NON-SIGNIFICANT TREE TO REMAIN SIGNIFICANT TREE DAT A TOTAL ON PROPERTY (INCLUDING WETLAND AND BUFFER AREA): 80 TOTAL IN WETLAND AND BUFFER AREA: 10 TOTAL TREES TO REMAIN: (EXCLUDING WETLAND AND BUFFER AREA): 33 PERCENTAGE OF TREES TO REMAIN (EXCLUDING WETLAND AND BUFFER AREA): 47% TOTAL TREES TO REMAIN (INCLUDING WETLAND AND BUFFER): 43 LEGEND ~ WETLAND AND BUFFER AREA uLj (SIGNIFICANT TREES EXCLUDED FROM TOTAL) LE£ () * ®@ SIGNIFICANT TREE AND INDEX NUMBER (DIAMETER > 6") NON-SIGNIFICANT TREE (DIAMETER < 6") SIGNIFICANT TREE TO BE REMOVED NOTES 1. "SIGNIFICANT" REFERS TO TREES THAT ARE 6" INCHES OR GREATER IN DIAMETER MEASURED AT 4 FEET ABOVE GRADE. 2. SIGNIFICANT TREES LOCATED IN THE WETLAND AND ASSOCIATED 75' BUFFER AREA ARE EXCLUDED FROM THE PERCENTAGE OF TREES TO REMAIN. 3. TREE LOCATIONS WERE DERIVED FROM A SURVEY PREPARED BY PACE ENGINEERS, DATED 2/11/14, AND A SITE VISIT DATED 2/4/14. GRAPHIC SCALE APR 3 0 2015 cnv Of f?tNTON ~ o ~ ~ m ~ I --~-1 1--'---~I ( IN FEET ) 1 inch = 50 ft. DEC. DEC. DEC. DEC. DEC. SIGNIFICANT TREE INVENTORY -----STORE NO. 7252 EX.-A 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F ~~JA~~!.~~~ ~--------R_E_N_T_O_N_,_W_A ________ ~ ~---------------------~~----~ . VICINITY MAP NTS SW 27TH ST " U) RENTON ~ 0 .WASHINGTON <( "' ,.._ I ~ :;; 0 .n i "' ":I >-~ j I < "' 0 SW 34TH ST ~ U) U) "' (/] <( w 0 3' 0 U) "' ~ ,_ 0 <( m .... 0 i'.o z ::; SW 41ST ST S 180TH ST RECORD LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY ORDER NO. 1354998 DATED NOVEMBER 17, 2014) LOT 3, BURLINGTON NORTHERN, A BINDING SITE PLAN. (BSP-014-92) ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 161 OF PLATS, PAGES 8 THROUGH 11, · INCLUSIVE, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF LOT 3, OF. SAID BINDING SITE PLAN, LYING NORTH Of A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF LOT 3 THAT IS 23.80 FEET SOUTH OF THE. NORTHEAST CORNER OF LOT 3, OF SAID BINDING SITE PLAN, THENCE NORTH 88'09'51" WEST A DISTANCE OF 875.52 FEET, MORE OR LESS, TO A POINT ON THE WESTERLY LINE OF SAID LOT 3 AND THE TERMINUS OF THIS DESCRIPTION, SAID POINT OF TERMINUS BEING 80.88 FEET SOUTH OF THE ORIGINAL NORTHWEST CORNER OF LOT 3; ALSO KNOWN AS NEW LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-94-157-LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 9511299006; SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SURVEY NOTES: HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 / 1991 ADJUSTMENT (NAO 83/91) HOLDING COORDINATES OF S~ CORNER, SEC. 30-23~5, PER KING COUNTY SURVEY CONTROL POINT# 3812/849 BASIS OF BEARINGS: CENTERLINE Of EAST VALLEY HIGHWAY PER CITY Of RENTON LOT LINE ADJUSTMENT NO. LUA-94-157-LLA, REC. NO. 9511299006 (NORTH 01'50'09" EAST) VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVO 88) CONTROLLING BENCHMARK: CITY OF RENTON BENCHMARK NO. 1544, PUBLISHED ELEVATION = 6.022 M. / 19.757 FT. SITE AREA: 486,187 SQ, FT. 11.161 ACRES ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN ON NOVEMBER, 2013, UNLESS OTHERWISE INDICATIED. WORK PERFORMED IN CONJUNCTION Vv1TH THIS SURVEY UTILIZED THE FOLLOWING. EQUIPMENT ANO PROCEDURES: (A) 1" TRIMBLE. S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C •. 332-130'-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEA1URES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS ANO PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-424-5555. ENCROACHMENTS: 1. CHAIN LINK FENCE ENCROACHES ONTO SUBJECT PROPERTY FROM PARCEL NO. 125360-0062 AS SHOWN ON MAP. . 2. CHAIN LINK GATE ENCROACHES ONTO SUBJECT PROPERTY FROM PARCEL NO. 126360-0020 AS SHOWN ON MAP. . . CERTIFICATION FND MON IN CASE NAIL IN CONG . (DN-0.75') TO: CARMAX AUTO SUPERSTORES WEST COAST, INC., A VIRGINIA CORPORATION, EASTGATE THEATRE, INC., AN OREGON CORPORATION ANO CHICAGO TITLE GUARANTY COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LANO TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 2011, AND INCLUDES ITEMS 1-6, 7(A)(B)(C), 8, 10(A), 11(B). 13, 14, 16 -19, 20(A) AND 21 Of TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, ACSM AND NSPS AND IN EFFECT ON THE DA TE Of THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENTATION, AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES F.OR ALTA/ACSM LANO TITLE SURVEYS". THE FIELDWORK WAS COMPLETED ON JANUARY 2014. A~ SIGNED DATE . <3 DAVID R. FULTON z !/ REGISTRATION NO. 32429 g :! ~ BEING A REGISTERED PROFESSIONAL LANO SURVEYOR IN . ii! 5 !:! THE STATE OF WASHINGTON. NTS LOT 2 BLA #00-079 . TAX LOT 125360-0062 " . . "' 0 oo ~g i; - LEGEND 394.27' S89'05'25"E CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES SUBDIVISION LINES · · · -LOT LINES LOT 2 BLA #94-157 TAX LOT 12536D-0020 LOT 3 CITY OF RENTON LUA-94-157-LLA 9511299006 TAX LOT 125360-0030 535;094 SQ FT :I: 12.284 ACRES :I: S1 '50'12"W S89'05'25"E ___ 20.00·-'l....;;;::;;.;a:.:a:::.0~3;;;:• .:a.-,, " "' ~b "' "' "' . . iii S8B'37'07"E 166.67' LOT 6 BSP-014-92 TAX LOT 125360-0050 · S88'37'26"E 16.66' FOUND MON IN CASE BRASS BUTTON IN CONC LOCA TIED 6.0' EAST Of CENTERLINE Of E. VALLEY HWY (DN-0.3') (CITY OF RENTON #3792) SW_34ST AVE -~ FOUND BRASS DISC IN CONC. MON. IN CASE, 0.5' BELOW GRADE VISITED 9/19/2007 (CITY Of RENTON #1544, HELD. ELEVATION=6.022M. / 19.757') (HELD AT 2.90' N. & 0.18' E. Of CENTERLINE INTERSECTION, PER BINDING SITE PLAN, 9206302696) · N88'09'51"W SEC. 30 875.52' FOUND "X" IN BRASS DISK . IN CONC. MON. IN CASE, a.a· BELOW GRADE VISITED 9/19/2007 . (S1/4 COR. 30-23-05) . . 5.52' EAST OF ROAD CENTERLINE (HELD COORDINATES FOR KING COUNTY SURVEY CONTROL POINT# 3812/849) ----~- SEC •. 31 S88'37'07"E 166.67' LOT 4 BSP-014-92 TAX LOT 125360-0040 " • • "'0 -o bd ·v:, N iii N68'49'45"E 39.11' 105.67' I I 45' . w. • 0 a, a, 0 • b"' "' " . "' z "' 30 S88'37'26"E SW 41ST AVE S88'37'07"E 1375.43' GRAPHIC SCALE ao · a 80 ~--I ( IN FEET ) 1 inch ,;, 80 . ft. 160 i FND MON IN CASE BRASS PLUG IN CONC (DN-0.50') CITY OF RENTON NO. 1241 0 0 Z ID ~ 0: ~ ~ lib. REVISED RIM AND INVERT ELEVATIONS FOR STRUCTURES SOUTH OF BUILDING . REVISED PER UPDATED TITLE REPORT DATED 11/17/14 1/27/15 FW ~ ~~3<<t,_ .......................... I""' ................................................................. ,.... ..... ..,. ...... ,.. ... .,. ............................. _ 1/15/15 FW /' 66 °i 1-17-14 DB SCHEDULE B EXCEPTIONS: (PER CHICAGO TITLE COMPANY ORDER NO. 1354996 DATED NOVEMBER 17, 2014) ffi EASEMENT PROVISIONS CONTAINED IN THE PLAT OF BURLINGTON NORTHERN 'ifRILLIA INDUSTRIAL PARK Of RENTON, DIVISION I, AS FOLLOWS: . A LANDSCAPING ANO UTILITY EASEMENT IS HERE RESERVED 15 FEET IN WIDTH ADJOINING EAST VALLEY HIGHWAY AND S.W. 43RD STREET AND 10 FEET IN WIDTH ADJOINING ALL OTHER STREETS SHOWN HEREON. SAID EASEMENT ALSO APPEARS OF RECORD UNDER LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 8602139001, AND BINDING SITE PLAN . RECORDED UNDER RECORDING NUMBER 9206302696, AND LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 9511299006. NOTE: OTHER EASEMENTS SHOWN ON THE FACE OF THE PLAT OF BURLINGTON NORTHERN ORILLIA .INDUSTRIAL PARK OF RENTON, DIVISION I, HAVE BEEN RELEASED AS TO SAID PREMISES BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 9206230604, 9206302692, 9206302695 & 9207150861. @I EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE LOT LINE XDJUSTMENT RECORDED UNDER RECORDING NUMBER 8602139001. . PURPOSE: LANDSCAPE AND UTILITY AREA AFFECTED: A STRIP OF LAND 10 FEET IN WIDTH ADJOINING S.W. 41ST STREET (3) EASEMENT AS DELINEATED AND/OR DEDICATED .ON THE FACE OF THE BINDING SITE· PLAN. . PURPOSE: UTILITY . . AREA AFFECTED: A STRIP Of LAND 20 FEET IN WIDTH ALONG THE SOUTHERLY BOUNDARY OF WEST 394.27 FEET . NOTE: SAID EASEMENT IS ALSO DELINEATED AND/OR DEDICATED ON THE FACE OF THE LOT LINE ADJUSTMENT RECORDED .UNDER RECORDING NUMBER 9511299006. . t4l EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE BINDING SITE PLAN. · PURPOSE: NOT DISCLOSED . AREA AFFECTED: . A STRIP OF LAND 10 FEET IN WIDTH ADJOINING EAST LINE OF LOT 4 AND NORTH LINE OF LOTS 4 AND 6 AND PORTIONS Of THE SOUTH AND . EAST LINES OF SAID LOT 3 NOTE: SAID EASEMENT 1s· ALSO DEI.INEATED AND/OR DEDICATED ON THE FACE · OF THE LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 9511299006 AND IS IDENTIFIED AS "UTILITY''. rs) EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE BINDING SITE PLAN. . PURPOSE: ACCESS AND UTII.ITY AREA AFFECTED: THAT STRIP Of LAND OF LOT 3 LYING BETWEEN LOTS 4 AND 6 NOTE: SAID EASEMENT IS ALSO DELINEA TIED AND /OR DEDICATED ON THE FACE OF THE LOT LINE ADJUSTMENT RECORDED UNDER RECOROING NUMBER 9511299006, . . (ij) EASEMENT ANO THE TERMS AND CONDITIONS THEREOF: · l"URPOSE: ROADWAYS, WALKWAYS, INGRESS AND EGRESS, ACCESS; PARKING AND USE OF FACILITIES INSTALLED AREA AFFECTED: COMMON AREA AS LOCATEO AND DESCRIBED ON THE ATTACHED SITE PLAN OF SAID INSTRUMENT RECORDED: .JUNE 30, 1992 RECORDING NUMBER: 9206302702 . . SAID EASEMENT HAS BEEN MODIFIED BY MODIFICATION RECORDED UNDER . RECORDING NUMBER 9602081399. . SAID INSTRUMENT CONTAINS PROVISIONS FOR BEARING THE COST Of MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE RECIPROCAL EASEMENTS BY · THE USERS. . f7) EASEMENT ANO THE TERMS AND CONDITIONS THEREOF: . . GRANTEE: CITY OF RENTON . PURPOSE: PUBLIC .UTILITIES . AREA AFFECTED: STRIP OF LAND 15 FEET IN WIDTH DESCRIBED IN SAID INSTRUMENT RECORDED: NOVEMBER 20, 1995 · RECORDING NUMBER: 9511200895 NOTE: SAID EASEMENT IS ALSO DELINEATED AND/OR DEDICATED ON THE FACE OF THE LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER . 9511299006. 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON , PURPOSE: ACCESS, INGRESS ANO E(GRESS TO 16. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, If ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY. OR . SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS. EXCEPT TO THE EXTENT .THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE. LAW: RECORDED: MAY 4, 1981 RECORDING NUMBER: 8105040070 AFFECTS: PORTION OF THE SOUTH 24 FEET Of LOT 3 WHICH IS WITHIN THE ORIGINAL LOT 6 OF BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK Of RENTON ·17, RESTRICTIONS CONTAINED IN THE PLAT OF BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK OF RENTON. DIVISION I, AS FOLLOWS: . . NO TRACT OR PORTION OF A TRACT IN THIS PLAT SHALL BE DIVIDED ANO SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHERE BY THE OWNERSHIP Of ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. NOTE: OTHER RESTRICTIONS SHOWN ON THE FACE OF THE PLAT OF BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK OF RENTON, DIVISION I, HAVE BEEN RELEASED AS TO SAID PREMISES BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9206302694. 18. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, If ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL . ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE Of INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW: · RECORDED: JUNE 30, 1992 .. RECORDING NUMBER: 9206302702 AMENDMENT AND/OR MODIFICATION OF SAID RESTRICTIONS: RECORDED: FEBRUARY 8, 1996 RECORDING NUMBER: 9602081399 19. DEDICATION CONTAINED IN THE PLAT OF BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK OF RENTON, DIVISION I, AS FOLLOWS: KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED. HEREBY DECLARE THIS PLAT AND DEDICATE TO THE PUBLIC FOREVER, ALL ROADS, EASEMENTS AND WAYS SHOWN HEREON WITH THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS. AND FILLS, AND THE RIGHT TO CONTINUE TO DRAIN SAID ROADS ANO WAYS OVER ANO ACROSS ANY LOT OR LOTS, WHERE WATER MIGHT TAKE A NATURAL COURSE, IN THE ORIGINAL REASONABLE GRADING OF THE ROADS AND WAYS SHOWN HEREON. FOLLOWING THE ORIGINAL REASONABLE GRADING . Of THE ROADS AND WAYS SHOWN HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE DIVERTED OR BLOCKED FROM THEIR NATURAL . COURSE SO AS TO DISCHARGE UPON ANY PUBLIC RIGHTS OF WAY OR TO HAMPER PROPER DRAINAGE. ANY ENCLOSING OF DRAINAGE WA TIERS IN CULVERTS OR DRAINS OR RE-ROUTING THEREOF ACROSS ANY LOT, AS MAY BE UNDERTAKEN BY OR FOR THE OWNER Of ANY LOT, SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER. . . 20. DEDICATION CONTAINED IN THE PLAT OF BURLINGTON NORTHERN, A . BINDING SITE PLAN, AS FOLLOWS: . . KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS PLAT ·. AND DEDICA TIE TO THE PUBLIC FOREVER, ALL ROADS, EASEMENTS AND WAYS SHOWN HEREON Vv1TH THE .RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS, AND THE RIGHT TO CONTINUE .TO DRAIN SAID ROADS AND WAYS OVER AND ACROSS ANY LOT OR LOTS, WHERE WATER MIGHT TAKE A NATURAL COURSE, IN THE ORIGINAL REASONABLE GRADING. OF THE ROADS AND WAYS SHOWN HEREON. · 21. NOTES CONTAINED ON THE FACE'. OF THE BINDING SITE PLAN AS FOLLOWS: DEVELOPMENT OR. CONSTRUCTION OF ANY IMPROVEMENTS UPON THE REAL . PROPERTY HEREIN DESCRIBED SHALL BE IN ACCORDANCE WITH THE BINDING SITE PLAN APPROVED BY THE CITY OF RENTON ON MAY 21, 1992, AND THE . (FINAL PLAT) · (FINAL PLANNED UNIT DEVELOPMENT) APPROVED BY THE CITY OF RENTON ON N/A, 19_. ~:::c1FJJfE?TLtfR7&wt~~\N;-.,OADWAYS . -· RECORDED: NOVEMBER 20, 1995 . . . . THIS BINDING SITE PLAN AND ALL OF ITS REQUIREMENTS SHALL BE LEGALLY ENFORCEABLE ON ANY PURCHASER OR OTHER PERSON ACQUIRING AN INTEREST IN THE WITHIN DESCRIBED REAL PROPERTY ANO ALL PORTIONS OF THE PROPERTY IN THIS BINDING SITE PLAN ARE SUBJECT TO SETIBACK REQUIREMENTS Of .CITY,9F RENTON SUBDIVISION ORDINANCE • ·•,:T0~:¢.a~ ... ~~'i',Stc~AffECTS:'r1NCLUDEs.':OtrlE.R·0 PROPERrf '' -- RECORDING NUMBER: 9511200895 (BLANKET IN NATURE -NOT PLOTTED) 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON PURPOSE: INGRESS AND EGRESS, WTILITY ANO DRAINAGE AND TEMPORARY GRADING , . AREA AFFECTED: NORTHERLY PORTION AS DELINEATED RECORDED: NOVEMBER 20, 1995 ' 'RECORDING NUMBER: 9511200895 [ · . NOTE ON MAP ATTACHED TO SAID INSTRUMENT "EASEMENT IS RESERVED UPON RECORDING OF THIS DOCUMENT". j . ·. . NOTE: SAID EASEMENT JS ALSO DE~INEATED AND/OR DEDICATED ON THE FACE . OF THE LOT LINE ADJUSTMENT RECIORDED UNDER RECORDING NUMBER ·9511299006. (BLANKET IN NATURE -NOT PLOTTED)· · @ EASEMENT AND THE TERMS ANR CONDITIONS THEREOF: · DISCLOSED BY: MAP ATTACHED TO, SAID INSTRUMENT . PURPOSE: UTILITY AFFECTS: EAST 10 FEET (WEST?) RECORDED: NOVEMBER 20, 1995 RECORDING NUMBER: 9511200895 NOTE: SAID EASEMENT IS ALSO DE,LINEATED AND/OR DEDICATED ON THE FACE OF THE LOT LINE ADJUSTMENT RE10RDED UNDER RECORDING NUMBER 9511299006. . I . .. . . . IU) EASEMENT AND THE TERMS Atxb CONDITIONS THEREOF: GRANTEE: CITY OF RENTON \, · . PURPOSE: SIDEWALK ! · AREA AFFECTED: SOUTH AND EAST; 15 FEET Of SAID LOT RECORDED; SEPTEMBER 18, 1996 1 . RECORDING NUMBER: 9609181459J . @ EASEMENT AND THE TERMS A D CONDITIONS THEREOF: • GRANTEE: CITY OF RENTON I , PURPOSE: UTILITIES ·. I . · ~~\~u'i.f[ifTED: STRIP OF LAND 1.5 FEET IN WIDTH DESCRIBED IN SAID .RECORDED: SEPTEMBER 18, 1996 \ RECORDING NUMBER: 9609181461 . · l\Jl EASEMENT AND THE TERMS ANb CONDITIONS .THEREOF: . GRANTEE: CITY OF RENTON I PURPOSE: WETLANDS PRESERVA TIO~ AND MONITORING . AREA AFFECTED: PORTIONS· DESCRIBED AND DELINEATED IN SAID INSTRUMENT RECORDED: SEPTEMBER 18, 1996 I . . . . RECORDING NUMBER: 9609181463 . · · · · . · .. 14. DECLARATION OF COVENANTS. ~ONOITIONS AND RESTRICTIONS AND GRANT OF EASEMENTS AND QUIT CLAIM OF C~RTAIN PARKING EASEMENTS: . BY. AND BETWEEN: HCWA REALTY qORP., A WASHINGTON CORPORATION AND: EASTGATE THEATRE, INC., AN OREGON CORPORATION . RECORDED: FEBRUARY 8, 1996 , RECORDING NUMBER: 9602081398;. . 15. RESERVATIONS CONTAINED IN DEEDS: RECORDED: MARCH 7, 1955 . RECORDING NUMBERS: 4547626, 4547627, 4547628, 4547629, 4547630, 4547631 AND 4547632,' · INCLUSIVE . . . AS FOLLOWS: RESERVING UNTO THE FIRST PARTY THE RIGHT TO RETAIN 50 PER CENT OF ANY AND ALL ROYALTIES WHICH MAY BE DERIVED FROM ALL OIL PRODUCED ON OR FROM SAID PROPERTY. . · AFFECTS: PORTION OF SAID PREMISES IN NORTHEAST QUARTER OF NORTHWEST . QUARTER OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST. W.M. 22. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: HCWA REALTY CORP., A WASHINGTON CORPORATION RECORDED: NOVEMBER 20, 1995 RECORDING NUMBER: 9511200897 REGARDING: BUILDING LOCATION AM AFFECTS: INCLUDES OTHER PROPERTY 23. CONDEMNATION OF ACCESS TO STATE HIGHWAY NUMBER .5 (EAST VALLEY HIGHWAY) AND Of LIGHT, VIEW AND AIR BY KING COUNTY DECREE TO .THE STATE OF WASHINGTON: ENTERED: MARCH 20, 1995 SUPERIOR COURT CAUSE NUMBER: 570903 . SAID "CONDEMNATION OF ACCESS" ALSO APPEARS OF RECORD IN BINDING SITE PLAN RECORDED UNDER RECORDING NUMBER 9206302696 AND LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER(S) 9511299006. . 24. RELEASE OF ACCESS TO S.W. 41ST STREET BY DEED TO THE STATE Of WASHINGTON: RECORDED: MAY 8, 1980 RECORDING NUMBER: 8005080581 SAID "RELEASE Of ACCESS" ALSO APPEARS OF RECORD IN BINDING SITE PLAN RECORDED UNDER RECORDING NUMBER 9206302696 AND LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER(S) 9511299006, . . . 25 -c 37 ARE NOT SURVEY RELATED MA TIERS, 38. MATTERS DISCLOSED BY A SURVEY OF SAID PREMISES BY PACE, DATED. · FEBRUARY 11, 2014, UNDER JOB NO. 13520.10 AS FOLLOWS: A. LOCATION OF FENCES IN RELATION TO THE NORTH, WEST AND SOUTHWEST . LINES, AND ANY ADVERSE .RIGHTS STEMMING THEREFROM. .. (ff) DENOTES PLOTTED ON DRAWING AND KEYED TO SCHEDULE B EXCEPTIONS .. SHEET LAYOUT I I I I I : 21 I 3 I I I I ,---:,-. --. -- 1 I ·'·APR 301015 . ctrt or rt£N10~l · .. f'LAMN\NG uw1s10N . PORTION OF: SE 1 4 SW 1 4 SECTION 30 T. 23N. R. 5E. W.M: DATE PROJECT NO. ~ ~ ,::, ,::, "' ~ ADDITIONAL WETLAND-TREE TOPO 11255 Kirkland Way, Suite 300 t g $ §.; ~ CAD /CALC'--'-F-"W-1----+...::ADc:..D...::2.c..5'..c.WE.c..TLc::A.;;.:Nc_D .=..BU:.c.F...::FE;_:_R -------------1.:......:::::..__:_'--1-..::.::_-1----1 Ki111land, WA 98033 ALT A/ ACSM LAND TITLE SURVEY . "' DRAWN DB REVISED PER COMMENTS BY OWNER p. 425.827.2014 j f. 425.827.5043 FOR 1-20-14 DB 12/12/13 RENTON CARMAX SCALE 1" = 80 3751 · E VALLEY ROAD 13520.10 2/04/14 FW SURVEY TEAM GW "~""!li'" ~l--:::E~<!1 ~FF z u: PLAT CHK ___ l--=c,,.,.+-RE_v_1s_ED_P_E_R_c_o_MM_E_N_Ts_B_Y_o...,w,,,N""ER=,.,..,..----------l-""-'-:.t....:..+~-l--d Civil I Structural I Planning I Survey PACLAND SHEET 1 . ~ ~ ~ ~ ~ ~ SYM REVISION An Engineering Servic.es Company paceengrs.com OF 4 .__ __ ......._ ______ ~----------~.i..:;:.:..~------;..;.:;.:;:;:~~~--t~~------.L---------------~~-..;~;.:;::.L-----..;..._----------------.L.:.:==:::::~::J 2/11/14 FW DATE BY APP'D RENTON, WASHINGTON FIELD BOOK 698&. ELEC. DWG FILE : \13520-SRV ~ ; :? " 13 i " !l' u ~ ~ ~ a:: 0 ~ ~ ~ B~ ~ ~ ~~ ~ << I<) ,n<(')3'., FND REBAR & CAP "HOA 17672" CB RIM=23, 19 IE 12"PVC (W)=19.4 CB RIM=22.91 IE 12"PVC (E)=15.9 IE 12"PVC (W)=15. EXISTING 10.00' UTILITY EASEMENT, PER BINDING SITE PLAN, 92()6.J0296 12"DEC / IE 12"PVC & E1SEMENT NO. 9511::;<>-..,,.,+_,, 1 r B 1 1 CULV=18.8 o ,"i--~--k--=-h 82 LOT 2 BLA #00-079 TAX LOT 125360-:0062 . 2.0' FENCE ENCROACHMENT FND REBAR & CAP "LS PACE 23345" ®® 10.00' CB TYPE 2 RIM=21.11 IE 15"PVC (NW)=13.8 ~ 15"PVC (NE)S.13.8 r- 30' ~-___;__--IJ') I 0 I 30' ACCESS ~SM'T REC. #92063027(l_2 @ I I ' / /ASPHALT 11a7' \rf-~~1 ~--G--------0 ~R~ D~?':s ----· \ I / -----::;:;:__ ---0 0 0--D D -394.27' 6' WOOD FNC EXISTING BU-ILOING - REVISED PER UPDATED TITLE REPORT DATED 11/17/14 1/27/15 FW REVISED RIM AND INVERT ELEVATIONS FOR STRUCTURES SOUTH OF BUILDING -1/15/15 FW ' I CB RIM=23. 73 · · if 12"PVC (W)=16.0 · t 12"PVC (E)=16.0 . 1,6' GATE ENCROACHMENT BLDG JS ON PROPERTY. LINE CB RIM=23.96 IE 12"PVC (W)=16.4 IE 12"PVC (E)=16.4 IE 6" PVC (S)=19.1 . CB RIM=23.90 IE 12"PVC(SE)=17.0 IE 12"PVC(W)=16.9 IE 8"PVC(S)=20.4 LOT 2 BLA #94-157 TAX LOT 125360-0020 CB RIM=24.30 . IE 12"PVC (N)=21.2. IE 12"PVC (SE)=21,3 IE 6"PVC (E)=21.5 /, BLDG IS ON . EXISTING 15.00' UTILITY EASEMENT, TO THE CITY OF RENTON, . PER LUA-94-157-LLA, REC. NO. 9511299006 (z) I ·. EXIS1NG BUILDING 1Z=~K~ .. ~~~E 0 •. !Al t---1-15.00' 0 %% / :% j"/, I EXISTING BUILDING \ ! a" --rMK. FNQ_ " :.'. CONCRETE [QJ /'.; 3' 3" 6' STEEL SUPPORT COLUMN FOR BUILDING OVERHANG (TYP) STEEL SUPPORT COLUMN FOR COVERED WALKWAY (TYP) EXISTING BUILDING 25' PERMANENT UTILITY EASEMENT TO CITY OF RENTON ~;:::;---,---p:..:·:_cA·:___ __ __J o cw ~I I I ;;}~.d. I /i I I r I I I - I I I I I I -~ I I % • I I. I %:7,'7,'~~L.// I • I CONC CONC • / 4"DEC I -I I \ \ PVC (E)=18.1 \ - 4"DEC \ \ \ \ \ \ '& ' \ \ 3"Dt ()YP;t\ ' \ SD r: ; ,. /,./ /1 / ./ ASPHALT • ~ J' ' ,, . - ---1 '-cw --- '- 4"DEc · ;· I -/ { SSMH RJM-'23. 16 4"DEC IE 6"PVC;(NW/E)-19.0 / CB RIM-21.34 I / IE 8"PVC (W)=18.6 /-__ / IE 12"PVC (E)=18.o' --,,-, / E 1 "PV _ (S1)8: '-, Kl I C "J ,:x I 1H.li,,c!!,O,~--1""~-~ 0 -8' I --1 / s / I ss '"'-I I I SD 8"S0 S--t-+--f--'l---1-s --, ! 6...__ I / %~ I -I I x';r.5"/ I , I '/J',_..,_ •• 111 I % I I ::,-P"----JJJ /'---+--Ch _/ CW C.O. I 6"CEDAR / J -"' / I ( I I I 11'!t.i·i~-f--j--=/.::'~=J===j;::==!=:::::~~~,\'=~\:::S~:-:'.so;;;:..:z./;s._,:s.;!.~-=_;: .. =~;.,-J-l':...,""_~1-l_.::3~~--1---'1.._2' I \ I I I / 4"DEC (rYP) -/I / - / 3"DEC(TYP) I I ~ / - I \ I /_ / I I lo ·o 2- () g "' Cil - ~ I ) ~I ll ;l. I / 3"DI C '--"'--- iil ASPHALT -_/ /_ - 4"DEC vl:/f''=,=+,.£,aP,,;;LA;,;;Na:,T~E~(~TYP) 4"DEC II--+-+ ~ ~~1,"I I CB RJM,,-Zr. 89-_:_ '---,,.__ IE 12"P_V.::,,(1'l)=18.0 , '-'- IE 12"PVy,_ (E)=18.0 \ '-_ IE 12"PV9 (SW)=18.0 \ -\ ~~r~-f-/+ 1 '-+++Jr:==::';,,;::\=t:~2~/ ==~:,---J ( I -I -I t-----1-'---+--j -// -r-fi · \ I ~ / /~ - ,-/ -1_5.00' 15' UTILITY EASEMENT- -'-,. -REC. # 9609181461 @ - ~~PLAlT~E (rl~J /--f-'-t---f-f-·-/--../---1--/i 3"DEC 4"DEC i--+-1---, 3"DEC --'---,. ,.;_..:,.~e- ll---\.-/ --" " :~f I I / I CB TYPE 2 RIM=21.06 IE 12"PVC (W)-17.4 IE 12"PVC (SW)=l 7.4 IE 12"PVC (NE)=17.7 IE 2"P C ( E)=1 .7 J CB RIM=20.95 l ,; 'l ~ IE 12"PVC (NW)=18.5 A -I ~,," _I IE 12"PVC (E)=18.6 B / -0 / · '~ E 12"PVC (S)=18.5 cs ~~ \ -I I " I I -0 J/·_/ 3"DEC SEE SHEET 4 I " .... -" LEGEND M WATER VALVE -0-HYDRANT If! WATER METER @ @ MANHOLES (SS/SD) 0. CB cw P.A. c.o. CONCRETE WALK PLANTED AREA CLEAN OUT -0-POWER/UTILITY POLE E--GUY ANCHOR ~ __ POWER TRANSFORMER [E[jJ POWER/TELEPHONE VAULT rtM POWER METER . :¢ r EB YARD LIGHT WETLAND FLAG SOIL PIT a TELEPHONE/TV RISER m GAS VALVE \Q] GAS METER ~ STREET LIGHT (}fi,O LUMINAIRE !ZI JUNCTION BOX _n_ SIGN o MAILBOX C:CC0 ROCKERY * CONIFEROUS TREE 0 DECIDUOUS TREE S FOUND CASED MONUMENT . _ -,j,-SET MAGNETIC NAIL W/ WASHER CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES -··-··-··-LOTLINEs· DITCH LINE -----w WATER LINE -----ss SANITARY SEWER LINE ~----·so STORM DRAIN LINE· ~----G GAS LINE --'----UP UNDERGROUND POWER LINES -----uT UNDERGROUND TELEPHONE LINES -----P OVERHEAD POWER LINES -0-0-0-0-· -o-CHAIN LINK FENCE -x-x-x-x-x-\\1RE FENCE -_-0 --0 --0 --WOOD FENCE -SHEET LAYOUT 4 GRAPHIC SCALE 30 0 30 . 60 ~--_, I -( IN FEET ) · 1 inch = 30 ft. t1PR 3 0 2015 crv r;i: \1."t'fiff(JN PORTION OF: SE 1 /4, si;)l ;J,ifrJ.,-; Dl'JiSl')M - SECTION 30, T. 23N., R. SE., W.M. PROJECT NO. ;,;«~~"" ADDITIONALWETLAND-TREETOPO 1-17-14 DB 11255KirklandWay,Suite300 DATE 12/12/13 fis.~i! CAD/CALC FW ADD 25' WETLAND BUFFER 1-20-14 DB Kirkland,WA98033 RENTON CARMAX SCALE 1" = 30 ALTA/ACSM LAND TITLE SURVEY 13520.10 .. DRAWN DB REVISED PER COMMENTS FROM OWNER 2-04-14 FW m!lli•c~E p. 425 ·827 ·2014 1 ,. 425 ·827 -5043 -3751 E VALLEY ROAD SURVEY TEAM GW FOR ~~~~~~ PLAT CHK _ REVISED PER COMMENTS FROM OWNER 2-11-14 FW r-...aw ci·~iiTst~~~t~;;;i·i·Pi~~~i~ii'.i's~;:.;-~y RENTON, WASHINGTON FIELD BOOK 698& ELEC. PACLAND SHEET 2 OF 4 ~~~~~~1. ........ -.-.-.. -.-.-:.~s.Y.M..i. ................... _,,_...;,R.E.~.s.1.o.N ..................... .., ...... ...,.D.A.T.E...,~B.Y;..•A•P•P•'D_. .............. .., ....... ~A~n.~~gi•ne~e;nn~g~Se•~;i~;'.~;;,;;;m.pa•~:,.. ..... ~P~a~c~ee.n~g~ra~.c;o.m .... ,.. .. ,..,... ......................... ,L..-........................................ ,.. ................... .., ..................... ,.. ... ...,...l~D~WG;;;;_~Fl~LE""'" .. ...;'~\~13~5;2;0-~s~R~V;,a.,.. ..... ..., .......... ,.. .......... .., ................................................ ._ .......... .&.. ..... ,_ ... ,.. ............ ..I C\I CB RIM=23.73 12"PVC (W)=16.0 12"PVC (E)=16.0 1.6' GATE ENCROACHMENT 12' CHN LNK FNC ;=, r===-s\--'.,_....9'SD 4~ s-l1 .... BLDG' IS ON PROPERTY. LINE CB RIM=23.96 IE 12"PVC (W)=16.4 IE 12"PVC (E)=16.4 IE 6" PVC (s)=19.1 EXISTING BUILDING CB RIM=23.90 IE 12"PVC(SE)=17.0 IE 12"PVC(W)=16.9 IE 8"PVC(S)=20.4 STEEL SUPPORT COLUMN FOR COVERED WALKWAY (TYP) . LOT 2 BLA #94-157 TAX LOT 125360-0020 CB RIM=24.30 IE 12"PVC (N)=21.2 IE 12"PVC (SE)=21.3 . IE 6"PVC (E)=21.5 % . BLOG JS ON PROPERTY LINE / ,., I I ::; ' CONCRETE So 3"DEC(TYP) EXISTING 15.00' UTILITY EASEMENT, TO THE CITY OF RENTON, PER LUA-94-157-LLA, REC. NO. 9511299006 % 1---4-15.00' l;) ' "' (]) EXISTING BUILDING / % \ UT 40' EXISTING PRIVATE, PERMANENT COMMON INGRESS, EGRESS, UTILITY, DRAINAGE AND TEMPORARY GRADING EASEMENT, PER LUA-94-157-LLA. REC. NO. 9511299006 % % UP ur 4"DEC CB RIM=23.86 IE 12"CONC(S,N)=21.4 . CB RIM=24.D6 IE 12"CONC(N)=21.6 ~.oo· --- ~ 15.00' • SSMH RIM=21.63 ; CL CHNL 12" PVC.(N-S)=11.85 .IE 8" PVC.(W)=11.95-CAPPED :. 2' WEST OF MANHOLE . CB RIM=21.61 IE 12"CONC(W)=18.4 IE 12"CONC(E)=19.1 1.E 12"CONC(S)=19.2 SDMH RIM=21. 77 IE 30" CONC.(N)=12.7 IE 24" CONC.(S)=13.0 I \ IE 12" CONC.(E)=13.4 I \ -__.; I;~ ASPHALT Q1) APPX. LOCATION OF I SIGN EASEMENT AREA / REC NO. 9602081398 --I 45' ... w- ~I "'~ I /,; I ~I 3:-4" (J I I \ fi''=,TI1;.e;F'"'"4""P-LA-r"TE_R4..(TYP....,_'_,._;·,~_.:IJt-;:,~r-'f·:...-+---1J;-_·_ +--f-· --J.-,3~"Lj!E~C_.f . J.,,. I / ~........ --¥;,--,-I , 1 'DEC O ' 8/, / t5 "--·, a' ~I ~ fnl ~ "'I g \ tu-r-"' \ :D I ..f-- 1 1-- !:j I I I 0 0 z 0 T!--··-~ -1----· -co J_ ~ ~ % 1 -t'-r.t. ==-=lhl-cr:3:;;.,i*-15' PERMANENT UTILITY / EASEMENT TO CITY OF RENTON ~ I.--·-WATERLINE EASEMENT . 15.00' .+..-1..,L...l L'.:'.:'..j,; REC. # 9609181461 0, @ /.,. 3" EXISTiNG BUILDING STEEL SUPPORT COLUMN FOR BUILDING OVERHANG (TYP) . \ .. -- --. I . I I I I I ~ N \ \ I I \ '>. - F' ~ I .,.. / CB RIM~21.69 IE 12"P/IC(NW)=17.6 IE 12/'PVC(S)=17.7 I . . , I = / CB RIM=21.20 IE ii2"PVC (N) 181 IE! 12"PVC (E)=18:1 I I I I I \ 111 3",EC ( YP) 3"0 \ \ 'Ii \ C (" \ \ \. . \ . YP) \ [], HJ IE 12"PVC IE 12"PVC CB RIM=21.81 (W)=18.6 (E)=18.6 3"D.EC I 4"DEC I 6"DEC / 3"DC ', J--f'--+--+-/ i '-c--""'1 I r \,' I I I I / / / / 6 'DEC \\ / ~ (, ~ -:-,·-.-I ~ CB RIM=21.B1 · IE 12"PVC (W)=19.1 ~ 3 DEC' :o 15.00' I I )~a" ~-~11 I ;:;.:.......l _, :>. I /; ~-.J Ii M~ I i ~ _I _._-_:;1,1---l:'.:ir'I? " 1 1 \ : j GRASS (TYP) I I § 4"DEC 4"DEC ~ \ . I \ t' ' ~ \ ' ¥"-. \ r .. ( , SD ' ' ,,,, //r / s ' l I I\\ ry==ej="'i.,,;J.,a.-'-MH---e-' -l,0 t--~,1-..c12'¥SD"-t_,.i-,-4, ...,,-~oaca!4-!M\ l . I ; \ / \ I \ / 3"DEC "='...,.:.=a=;) § " ----11112 SDMH RIM=22.92 I'° 8' ) \ 0 I I I . I ;:; \ I I I · ~ r LOT 3 I I I I I I CITY OF RENTON ,; I \ i ";,~ I ' -,-j,, WMHO>-~ \ ' ' ' /"·-, , , , •••~-" , , 'i \ ,·occ. , , I I ·1-·"'-1 ~ TAX LOT / \ \ 11. ~ 4"DEC /1 23 ----_ 5 "DEC / ', ' 3" I 125360-0030 I \ ~ I I % 1, \ / .... II'· ' s ' ~ I 535,094 SQ FT ± f,;tibcc4=..d~'.:t7~~~b,J',:,ll=~::L~L~~LJl~-~-L.J=L,J~lJJl=lJ~lJ=IJj8 1 C g "' w \ ', ASPHALT 4"D£C 111 ·I-,[ 12.284 ACRES± ·# 1 , cw11 /------1 1-----1 ',.., cw 'f, ', \ \ \ cw ASPHALT !co IE 24"CONC(N)=13.7'---~1 ~ IE 24"CONC(S)=14.D :~ IE 12"CONC(E)=16.-· c----lJ..., I ,; \ 8" I __ _...,x-1 I. /' - / I cw \ \ ./ ----~ / / / / I ·1---"1 1 ;1, d I c.o. :1=r1=;t' ,.:c,-;;;-,;;-f1rir=r-::..:-=i=-::.'T=r=r:'1r~~r,=r1=r~~=r=~~c~w~,;...~=11i I:~ ff' ,occC / ·-.. , ~ \ -I STEEL SUPPORT COLUMN ;I, I . I I I · \ I I g l FOR BUILDING OVERHANG (TYP) ;;'I I I "• . . ---\ . 4 "0 C 1,0_,0 . ---I I I SSMH RIM-23.16 4"DEC ''"--.... .,,------\ . . I I o I/ / I '\), IE 6"PVC;{NW/E)=19.0 4"DEC --I -11 1 /ii -·-·-. -::;; /~ ;;/ / I CONC / CB RIM=21.34 CB RIM=21.89 \ SSMH RIM=22.Jl1 /A i / I / IE 8"PVC (W)~18.6 / "· _ _ \ IE CL cw•,r'5"PVC / I IE 12"PVC (W)=19.0 e.v• · / IE 12"PVC (E)=18.W ---,,., IE 1Z"PVC (E)=l 9 .1 '" (E/'11(=17.6 CB RIM=21.96 077:=-.:,_;I I 1_ -·--c.o. I I I / 3"DEC ::, -'----! tO"DEC \ I ---11(]) --"---!10/'DEC I -~ I I\ I_ -/ so "s j s-t--+..:.-+-+--+-ss ;-+-'--l---+-.!-ssiJ>-f-\-Fl--1~-fl'...IP4-..\.I -l-i-lss . s c., I ii 1i=_._·o 0oz ' .,I ( \ -~-so //-/tr+47"-C_(,..YP-)+-,+-s/~,·-_-t-'"'1ce2;,'Sa.D'-+-+--l-sot--JL.._+octiHf-1L;ilLH 1ii'"'//..J/+..-J-+-1--•o,-l--+-al,i,Jih,, ~::::1:~ (\ I ~~ . i 3"DEC(TYP) \ I . , .JI ), /. I \ I ----o "f'J I 'i 1 ,, I )EC I \ l lii i STEEL SUPPORT COLUMN I l .. -· ·-// / ', I / I I w ;;,; · FOR COVERED WALKWAY (TYP) %µ,..-JJJ ~~~ \ ~ -----ASPHALT / \ I i I 11 -= ' ' ' " '. ,, I ,·-" ~ '·" ' • ' -' ' ,, ',., -"' ' "' , -B / ', / a'oco=) "·, ,m , , , I 1 \·I---3• .,I ~' ' ' • > ' • '1 I o 0 , • ' 8 , "' (I) ~ C 1•--tc--1--+-t---+-+-4--!--IWll""'~;;:"7'\:~±:·~=~-J-l,.,sJ . \\ I -....,..1 z ~-~-· . I I "'~" ""''""' ~ • 1 ..., • ,. . • ,·oc, M<wj (rn') '. l<ttc ' / e ! ,·ocO ,.,. ~ \ ~ . I Y,µJ...I,.....,!.J CW 3 ~ fl J g--i--1--t---j,--f-4"/-J---1--11 \ '° ) 0 I JF~, ' -<I '''""' '1 ', / \ co . , ..... __ .., , " t i' • '" ~ (, . • ), " \ i( • , · 8 I · --. 25' PERMANENT UTILITY ~~ / ' / \ -z I ' ' " ' ~ ' , mrnrnn, a~~"'= ~ , ; rn .,,~,oo-. ""' , , , ,,, ~="'•-o " " "'"•· "'" "·" ' ' , "'.,.,~ (Q· "'' , , ro rn,-,m ,~. '"· '"°"'~~ ' ' ' I ,-lfry..,..,, % % 10 u·· EC 1 1 IE 12 "PVS,(-N)=1B.O ' ', ;1 CB RIM=21.58 I / UTILITY EASEMENT' g .. , p A / IE 12"PV9 (SW)=18.0 ' \\ /IE 12"PVC (W)=18.8 , ,' · IE 12"PVC (W)=19.4 & 15' SIDEWALK ESMNT .· coo ,·occ• " ; , ' • , "t . . .,.-f'.kZ I =' J . .·. \b. \.' .,.. ', t'' · REC. NO. 9609181459 -.! / ~\ _o_· _f .... "".1lrr1~t1~~tj-~·-=ot:=.r2~·~~ofclfC~JCr~!!JR~1:J5-.-;r:;,i:i~,:::122'"'o~~·s;_~ .. ~-~I ~:.,::l~-~~-_,~ii~~~~I ~c~w~l::: //J ,:,,,,.4-",,.E;.,;,C,_(T'l,'P~')'+_ .. ,_/-1---l---so . D . ---.•, .1--\===!F'i',,;~;.· ~\=l:J·. P~+-tL,aJL.;,-%,o.>s.\~:,'i··d .,IES.C.""""""~""'-..,....\, '~·1·~.®.. -1§,.QQ'._ / //0> C\I ASPHA~' ~,_..---1w'-12"1 DI W -I-1 --r -, 1 I I -:i:-~-:C~E:=~C~-=~iL_l~ ' .,...._..I,.... -~ ' ~ ~, > m;--"'= :__---. -VI . w . oW""' 12" DI w '\J."jlll --\ .,...._..-;,.,..~'+,'.T --" /. o.;KJ . '"-... 16"DEC \ -~' o-t--+-h,,b ::_1 ~ ~--"~ -:"SD ----=--:=--=r----AsP0.~T---l:12"PVC-· -. ---------,-_w_-_ .,...-"''\ I~ 11-'-""\ f \ / '"' / ,.-' 8"DEC 01 ~ D -·o= o--0 o--D CULV=19.5 .. q:r-/ , ,is" \. --~ _1\ ~ w 6 WOOD ----... ,_ CB I = . --i--.::-1l~l--1--' so .... 's,, \ / I ' -" "''""''"'"·' · · · -· >,,,i. , · • ' »oo' "' ow~ ='"' ,~, """"° Ii I I I I i:l " .. .... "' "' 1» lC) 0 " • ci 0 ... 'f' 0) z ~ la 12"S0 w ·LEGEND cw P.A • c.o. CONCRETE WALK . PLANTED AREA CLEAN OUT YARD LIGHT WETLAND FLAG SOIL PIT CB RIM=21.61 IE 12"CONC.(NE)=19.5 CB RIM=21.33 IE 12"CONC(SE)=1B.1 SDMH RIM=21.95 IE 24"CONC(N)=13.3 IE 24"CONC(S)=13,4 IE 12"CONC(E)=14.0 CB RIM=21.56 IE 12"CONC(W)=16.7 IE 12"CONC(E)=16. 7 SSMH RIM=22.10 IE CL CHAN 12"PVC (N/S)=11.5 IE 6"PVC (W)=11.6 CB RIM=21.86 IE 12"CONC(W)=16.6 . IE 12"CONC(E)=16,8 M WATER VALVE . -0-HYDRANT EB WATER METER @ @ · MANHOLES (SS/SD) 0 CB -0-POWER/UTILITY POLE · E--GUY ANCHOR . ~-POWER TRANSFORMER ~ POWER/TELEPHONE VAULT C POWER METER . o TELEPHONE/TV RISER ID GAS VALVE (QI GAS METER ¢--:lJ'. STREET LIGHT Qe-D LUMINAIRE. JUNCTION BOX SIGN MAILBOX ROCKERY· CONIFEROUS TREE DECIDUOUS TREE FOUND CASED MONUMENT SET MAGNETIC NAIL W/ WASHER . CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES . -. , -, · -· · -. -LOT LINES DITCH LINE __ ... _ ... -···-· FLOW LINE -----w WATER LINE -----.ss SANITARY SEWER LINE -----SD STORM DRAIN LINE -----G GAS LINE -----UP UNDERGROUND .POWER LINES --~-~ur UNDERGROUND TELEPHONE LINES ----~,urv UNDERGROUND CABLE TV LINES -----'UFO UNDERGROUND FIBER OPTIC LINES -----IP OVERHEAD POWER LINES -----OHL OVERHEAD UTILITY LINES -0-0-0-0-0-CHAIN LINK FENCE -x-x-.x-x-X-WIRE FENCE --D --'c---D ~ D -WOOD FENCE SHEET LAYOUT 2 4 . · GRAPHIC SCALE 30 0 k-..rl -30 I 60 \ ( IN FEET ) 1 inch = 30 ft. -27 Zdf .I ;;, • < ) -1 ·~ -~ .... , .,,.,.. I . 0 IE.1.Z°_EVC SE =17.0 j-----'~, REC.# 9609181461 ,P, 2 .. DEC ,r 23 _ IE 24"CONC (N)=14.8 !}, 20.00' EXISTING 20.00' (ID --ST"50'1l!"W 8 9'0'5'2S''E, . 6 .. 0 C l '<SI , I IE 24"CONC (S)=14.9 " UTILITY EASEMENT 20.00' , I no ( §::,\.::......,1-1-1-11Jl·.· .·. ·. . .. ·.·. n . =~-::;:::~, I ~, ooW'" ,rr oo.oa' a' ''" ~, -0 ' -' APa "10.15 0 PLAN REG, # 9206302696 I 1--::~::tr"1~~:".Pr,1L~A~TE~1;(TY~)!_,,k,=,J 2 B"DEC 'T z " 6"CEDAR 1-+-f:-+-J--+...,..J---f..-J--_!fr 3 .. 0 EC .. · o ,,,0-, i0,., a 32429-" ,g g ,. --So 4 DEC 3"DEC 1--t-~--1--t-l---J--l--...l O < CliV orr<:Nt')iJ ,'<I><(,! '"' i:' , , , %MdW&//N/,W//,WN/,W,//,W/,M///.wNw.7&,M/k~ • ,, 1 I , , / , ,·~, a ·. ''"' ,· , ' " ,. ,,,,:;~se ~ ! ~~i-------------,~/Jb,~u~~R~E~~s~E~o~R~1M~AN~o~1N~VE~R~TiE~LiEv~A~TI~o=Ns~~=R~sm~u=cw~R=Es~s=ou:m~o:F:s:u:1L:D:1N=G~~1/~1~s/~1J5~~F:wC:::~~S~E:E:..:S~H~E:E~T~4~~·~r:=~!!!!:5;;;;:::-~R~E~~~s~ED~PE~R;;uP~D~A~TE~D~TI~R;"E;R~E~Po!R~T~o~A~TE~D~11~/~17~/~14:;,_~1,~,7~/~15:.,.~F~w~ ................ -;:;:;::;.;::;";:"::::::-:;----------------"""'--'l~~====:::::I~~~_!S~E!!EL_!S!H~E!E~T~4~;::-;::::::~-:::::--:::::::~s~l~i~;~J~~~N~3~i~F:~~-~tE'~;~~~?~~i~~'.s~f~;~~~ 1 w~~!M1.~~~~~~:::::::!.~ i'" ~ { l j ,oorn~• ... ~~ mIT --,_,,_,. 00 ""'""'"''Way, ... SOD o,rr ""'/" PROJCCT NO th Sil c,o/CM.C ,w ~, ,,, -~""'"" 0 ·-" ea ........ WA90033 RENTON cARMAX ~"' ,· a '" /lJ. TA/ AC3A LAN) TITLE Sll'IVEY 13520.10 ~. ~~~~ ~ 'li ~ ~'"'" DRAWN DB REVISED PER coMMENTS BY'OWNER 2/04/14 FW ~-~-£ =E ';'.'.:~'.~'.4 1 14~,:'~.'"'3 3751 E VALLEY ROAD "'= rrm ~ FOR "~ "':>:le~ -' I RENTON WASHINGTON FIELD BOOK 698 & ELEC. PA'CLAND' 3· ;p, F F z " PLAT CHK ___ l-::=+-R_Ev_1s_E_D_P_E_R_c_o_M_M_EN_r_s_B_Y_o..,wc;cN,;-ER==-----------t--;2/,..,1,.o;1 /,_1,-4-t-;aFW,-,-,t;-;:=at CMl I """""' I"''"" '""" , SeECT cc 4 ~~!~;~L ................. ...l~S~Y~M:.1,. .......................... ~R~E~~~S~IO~N;:..,.. ......................... ..1,,~D~A~T~E ... ~B~Y~~A~P~P~'Dil,. ................... ...;A;n~E~ng~in;oo;~:g~S;•N;ioo;:;;;,;sC;o;~~·;"Y:.,._. ... JP;S;Ce;e;n:ii:,;~~-C;O;m...;..., .......................... ..1 .................. .-. .................................................................. ~D;W~G;.;.,;Fl~LE;.. ... ...;.:~\~13~5~20;-~s;R~VJ..., .. .-............................................................................................................... ..a ---------- -------. ----. ----·------_, ---------- --_, ·-,~--' . ·---'"-'""---......_....._ .. ~-·~---·~-~--. . -.· ---·-'···-· ---------· ___ , ---------------·~--~ ·----·---·---. ------ i -1 3" cw\ 6"DEC ( 3' 6' . , 0 I -=-._J::-+ -----•w'- % ' % ---------- SEE SHEET 3 STEEL SUPPORT COLUMN FOR BUILDING OVERHANG (TYP) · STEEL SUPPORT COLUMN · FOR COVERED WALKWAY (TYP) EXISTING BUILDING 25' PERMANENT UTILITY EASEMENT TO CITY OF RENTON ---P.-kZ -'-·--:,:-__ _:_P::_.A:_. ___ _J 0 cw CONC CURB TYP TING 2D.00' @ ITY EASEMENT BUILDING SITE ~ REC. If 9206302696 ~ ,, i ~ i ~ :! ~ t O X o g z~ ;;; I' I ;;;r I i I ~Z:2i:2~m21·. I a / / a ;;; I I " I I I I I I I I I 12"D1 W \ '1h CONG c.o. I S88'37'26"E 1375.43'. 1/27 /15 FW 1/15/15 FW I ! ~ / / . 10.00' I I I I 'V SEE SHEET 3 ~~.~A;;!,.! 1 1 ,!;!, I I I I I .~, I r-1.L. _UJ---+ I ,[ ·Li\ · ~ ·t l//r Li / · CB RIM=21.34 . CB RIM=21.89 . \ SSMH RIM=22.Sf / IE 8''.,PVC (W)=18.6 1 ----IE .12"PVC (W)=19.0 I_ IE CL Cj:lAN...-6"PVC . I · IE 12 PVC (E)=18.i> _,,_, . · . IE 12"pVC (E)=19.1 y' (E/~17.6 CB RIM=21.96 l'O"DEC \ I 3"DEC · ---<t(j) -,.---!10/'DEC I I 1 · E 1 "PV (S)-)El. · ,, · \ \ IE 12"PVC (W)=19.7 ' I 4"6EC ' · , . ,.,/ . ·.. , .I ':'·ocrT' I I / 1\\ :// 4" C (rYP) . ·s / ', 1 SD so 6"~:~. /; ss+-l--+.,.-_~-t+--~_~-t+.-~-Jbi:1fl:ay I 3"0EC(TYP) ' I I ~ / I ,, I I ,r=~s=,d/ ~~~l \ \ I I I \ 1 1 / ', I / \· .._ ____ ---ASPHALT / \ I/ / ASPHALT \ ~ / ,,., ..,...---- \() ' J' . -,,., •~ ' I 3"DEC(TYP) ' u ', / \ ?. 11 / ~ ' . I . / \ I \ I \ I ,PS "' \ . ' ' ( I I / " \ ) •. I fA :w 3"0 C / - / 0 4"0EC · )PLANTE~ (TYP) en • ' N ' -' · )4';DEC \ I I I \ I \ I \ ', II. I . -"""'"Zi--'-I ' CB RIM 7 2t:99-~ , IE 12"PVC (1')=18.0 , , 1 1 CB RIM=21.58 \ IE 12"PV9 (E)=18.0 \ , IE 12 "PVI/ (SW)=1B.O \ \ IE/12"PVC (E)=18.7 l ~· ~ - ~ ;;; I I I \ \ / I ' I CB RIM=21.77 IE 12"PVC (W)=19.4 ·~-?1-1,..J 1 f--+-i:..__+cJi===~=· =\~~~\\=~· _ _,.,,-,~I ,,.,}J--i l I ~"~ ... ~ ~1··· , I 6"DEC \ Y / / . / __ ...-· 2"DEC _,,,,r :2.J_ / I """ \ I 0 ·L . '--·,-~ " g ,~ 4"0 C "' ,-4' DEC CD __, I . . I ~T .. I l .. 1"DEC F' /' / / I -o I ,;;: I z\ j;j I "' I I I 4"DEC 8"DEC g lr,--.JI 0 ~ ill ) ---"'-asl ~ I 1 "--. 8 ' z 15' LANDSCAeE..llt..... o UTILITY EASEMENT' g ;, REC. NO. 780!12,§Q@QL_ ill 4 & 15' SIDEWALK ESMNT 0 "" REC. NO. 9609181459 ~ . / r.\ @1 / \ W . 15.00' +'f1'-I-..J ----( \ "' "" .... I I ~---Hi 8"DEC 0 SDMH RIM=23.05 IE 24"CONC (N)=14.8 IE 24"CONC (5)=14.9 -B"DEC ...-0-- '= SDMH RIM=22.49 IE 24"CONC(N)-;,T5-:c,--o IE 24"CONC(S)=15.1 g __ __.,,..,_.,_ :;o OJ ~ gJ :::, 'i) ;o ,. f!l 12"sD· oHtF-i-,,,,_,"-"''-<I " !il C) _,. "' CD • )> R' C) en (I) C) C ~ " w 12"SD w / w C "' OJ " R' . C) C w ~· w "' 2"so LEGEND cw CONCRETE WALK -"' 2 "' 30 SSMH RIM=22.10 IE CL. CHAN 12"PVC (N/S)=11.5 IE 6"PVC · (W)=11.6 CB RIM=21.86 . IE 12"CONC(W)=16.6 IE 12"CONC(E)=16.8 J..--~FOUND "X" IN BRASS DISK IN CONG. MON. IN CASE, 0.8' BELOW GRADE . VISITED 9/19/2007 31 (S1/4 COR. 30-23-05) " 5.52' EAST OF ROAD CENTERLINE (HELD COORDINATES FOR KING COUNTY SURVEY CONTROL .POINT# 3812/849) CB RIM=21.57 i__..--IE 12"CONC(W)=19.1 IE 12: CONC(E)=19.1 l><I WATER VALVE -0-HYDRANT P.A.· PLANTED AREA m WATER METER ®@ MANHOLES (SS/SD) c.o. CLEAN OUT D CB POWER/UTILITY POLE * YARD LIGHT · -0-. E---.GUY ANCHOR r · WETLAND FLAG ~ POWER "TRANSFORMER POWER/TELEPHONE VAULT . $ SOIL PIT D POWER METER 0 TELEPHONE/TV RISER Ill GAS VALVE IQI GAS METER ~ SlREET LIGHT I]@{] LUMINAIRE 131 JUNCTION BOX ..0.. SIGN c:J MAILBOX ca::o ROCKERY * 0 s -+ CONIFEROUS TREE DECIDUOUS lREE FOUND CASED MONUMENT SET MAGNETIC NAIL W/ WASHER CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES -··-··-··-LOTLINES DITCH LINE -· · · -· .· · -· · · -FLOW LINE · -----W WATER LINE .c-----ss SANITARY SEWER LINE -----so STORM DRAIN LINE -----G GAS LINE --'----UP · UNDERGROUND POWER LINES -----ur UNDERGROUND TELEPHONE LINES --'-----UTV UNDERGROUND CABLE TV LINES ---C--UFD UNDERGROUND FIBER OPTIC LINES -----P OVERHEAD POWER LINES '-----'--OHL · OVERHEAD UTILITY LINES ·-o-o--c-o-. -o-o.~ CHAIN LINK FENCE -x-x-x-x-x~ WIRE FENCE -.-0 -0 --D --WOOD FENCE SHEET LAYOUT . I I 2! 3 +---+--CONDEMNATION OF ACCESS OF STATE HWY NO. 5 (E. VALLEY HWY) & LIGHT, VIEW & AIR TO THE SATE OF WASH. PER KING COUNTY S.C.C. I I I r--,-··---- LOT 6 BSP-014-92 TAX LOT 125360-0050 w 16.67' -'"--'--' ACCESS AND UTILITY @ EASEM,;E-NT~-- p · CURB & GUTIER CONC CURB (TYP) IE 12"PVC CULV=19.9 1-1--'-16.67' ACCESS AND UTILITY UP G-- EASEMENT @ w LOT 4 BSP-014-92 TAX LOT 125360-0040 SSMH RIM=23.34 IE 8" PVC (E/W)=12.7 CURB & GUmR SW 41ST ST ASPHALT Cl 4"DEC ~ ct "~ ----1---(j)@ Lu 15' LANDSCAPE & ---!---.UTILITY EASE.,,,M='EN"'T'---IV ..... ..... /l,---,1"'CB RIM=22.02 . I iE 12"PVC (N)=19.6-'-f)--.-. -l..JU1'.'.f:VC (S)=19.6 . ~ . ASPHALT 6l'DEC . I · CB RIM=22.31---~"--- ,. "o _J IE 12"PVC (N)=19.9 ~ q I . ---·1---'- o 0 ·!"N-1 .vi ·,-- I ' ' ' ASPHALT / - · SSMH RIM=22.24 IE CL CHAN 8"PVC (SW/E)=11.2 · N68'49. '45"E t I I-"~ __.. .--39.11' +--~--·-ss'-c ----..... -.......... --1-~ n 105.67- ·-w ----88'37'07"!c -.. =si?" - 15.00' 15' SIDEWALK ESMNT REC. NO. 9609181459 @ G SSMH RIM=22.42 IE CL CHAN 8"PVC (W/E)=11.8 . RENTON CARMAX 6"DEC - 3"DEC 8"DE.C § " lJ.J " z 0 " "' C: co .... "' 0, R' G) () \. ,. G) C ~ "' vl 18"SS 45' 12"D1 W 4"G G--h-+--'....:'------"' j DATE 12/12/13 SCALE 1" = 30 i ' ! w " . NO. 570903. (HATCHED AREA) SSMH RIM=22.51 IE CL CHAN 12" PCV (N/SW)=11.o . 1>4-_:_I, SSMH (METRO) RIM=22. 77 IE CL CHAN 12"(NE) 18"(E) 27"(S)=10.4 8" PLUG (W)=11.5 SDMH RiM=21.69 · IE 24"CONC(N)=16.4 IE 21"CONC(S)=16.4 IE 21 "CQNC(E)=16.4 FND MON IN CASE BRASS PLUG IN CONG (DN-0.50') CIT( OF RENTON 1241 1 I GRAPHIC SCALE. 30 I ( IN FE.ET ) 1 inch = 30 ft. APR 3 0 2G15 crrv OF r<FNtCl~ PL"-\NNlNG tl!Vi510fll 60 \ .PORTION OF: SE 1/4, SW 1/4, SECTION 30, T. 23N., R. 5E., W.M. PROJECT NO . 13520.10 '·'! ;, i [,i ;1 ' jJ! ··:' it -,~ !:.: ., .-., O I 0 o Ill w ~ ,-~ ~ I") lD'°3°t ;; ll_ ll_i,,; ADDITIONAL WETLAND-TREE TOPO 11255 Kirkland Way, Suite 300 ti S $! ! "' /'"-' ,w ,oo '"''""'"'""'' "'"'"'·WA"°~ ALT A/ ACSM LAN:> mLE SURVEY 0 • O,A'" " =sro ern =,rn~ ~ -ITT p<25.B27,014lf.425.~7.""3 FOR i;J.:Cli.liJ:::~ ~r ::::!i :::E < ~ < ... FF z ~ PLAT CHK ____ 1----1--R_EVl_s_rn---'-P_ER---'-co_M.:...Mc:EN __ T--s_s_Y_.o_WN'--ER ___________ --..Ji.c:...-'----'-"-l----1----1 o,i """""ii "M'"' I'""" PACLAl'I) serr, 4 o, __:4:,:.__ ~§~~~i ...................... ...11..s.Y_M __ ......................... R.E.v.1.s.10.N ................................................ i... .. ..i.--..ii.;. ................... A.n.E~ng.m.•~;.;::"9.s •• M.·.,e.sC.a.m.pa.n~y---_.P.a.c.ee.n~g-~-·ro .. m ................................... ...ii.;. ............................................................................................. .a;.;;;.,;,;;;... ...... ..;;;;;;;..;;.;..& ........... .-......................................................................... i-................. ------..1 ...................................................... 3751 E VALLEY ROAD SURVEY TEAM · GW RENTON, WASHINGTON FIELD BOOK 698& ELEC. DWG FILE , \13520-SRV . REVISED PER UPDATED TITLE REPORT DATED 11/17 /14 REVISED RIM AND INVERT ELEVATIONS FOR STRUCTURES SOUTH OF BUILDING 1-17-14 08 1-20-14 PB 2-04-14 FW 2-11-14 FW DATE BY APP'D ,,__.____ _ .. ,..o...., ---~--,,~,-_,___: -----~ ---., '-"·-'" ·-. ·-_........_.____ -· ·--··---= --------~ -.~--~ --~ ~ ~ • -. -. --··a.> co: i:n : "' ' I 3! ~- --t ro I -1, --~ :I 51'-11314" /61~ I FD /- 10' II ! Ii [I,)_ u @) Q ( l I I I I I ·~_) _c; ,:, -- i ·-- 39' -4 114" L :?'' I ' 1 1 r\ I i~ i I I \,-,~,_;,~-ill-C,,c_TIIT,_-,n, _m,, ----~·,,·D--W•W"~'''·~· 'ill' ===c=l'','"'inrr-~~=ac•CIT_,cITT:-,-.2,,-~, ---CC· -~-m-'Cc•~-,,{ I I ! )'-1,111! I SERVICE i,,__j AREA -~~J 1~ -"'+--,r--------t-d--------------'m-/----------\;rl-------------1-rr+-+ -,L (0 r;::==~/~ : " : I ..,-t :, -._-I 1' I' ''M: \ _./ ' , I ~ -OIUWATER SEPERA TOR 0) 0 i~ ! ij ··--.--i ---J -- ---: ----' n],_- • I ' ' -' I < I L-' '" i'' ./'./ __ ,_..,-_ _,... 1 SALES -PLAN A 2_0 3/32" = 1 '-0" CAR ' I\ I ' -----THE AUTO SUPERSTORE G-\kM,\'( THE AITO 31JPER~ fORc Wt~ I C0!'1JI, l~<C I 1800 I LCV\HCE CREEK PKV'IY. iW~l l.\/,ONU, VA '232:Jcl (804) 7L7-0..\22 i' -- ' -, ~ ~~ ~r~ ~ i[ 92'-8" Ii ---¥--~. -'-j ------------""-----------"------'-=---=---_;__---j\-- ' ' // :' --~ _;:;1 ENTITLEMENTS NOT RELEASED FOR CONSTRUCTION rn PARTS i-, -13~ IDF 137 (' VALVE ROOM- : 138 '-------J-- FD -~··- -~ !I 280' -518" 67' -8 518" ----~------+---!i ll ! I I ' -i '------J ----------' JANITOR _-,---------'-----" ----,-- FILE/. -COAT ,----------) I I ~-----__ _) ' ' ,--, i :; I \_ __ I~_ ) ,-----, I I , _____ ) ' • -,I j ' ! ----,: : ' PRESENTATION I -"LANES I ----,-.1 '104 -ii' -k~:.--~--~-:~_:, -,,-.,._ il: iii i~~,, '" r-~~ ••• l • .,/1: ..• ,. -.. :: ~ ;---· .... -.-::a.-"'"'" ,--' I I "'---------) . tr I SIERVICE SERVIC~i-, ,· i '[ r --- ELECT _ CLOSET · MEN _ i • I [i16 _ •• -It -i_1~5 ~ WOMEN 114 ~I ~~ ¢,-.~REA~ gii~g~ _ __,, PBX ll===;;;aa~===;=!J'D i. L_j ~~ D JSERVICE 0WRITER Qo3 1 105 121 l L_ OJ () ,PN! CJ) 1 106 i[.--,J&_' ~~:iii' BUYERS ~~! i}, (_J ~'t'__ 0 ·o;------i_ - ----, '__ j ~~~;::!!I SERVICE LOUNGE APPRAISAL LOUNGE I 102 I 101 I 1 ' D [] I , l ____ 4~5'_-~8_11_2'_' ------+!~-,( i :·: \\ ··-" )) ) /::.,-.-/ ' ---~-.----------, / / RENTON, WA 20-13181.00 3751 East Valley Rd, Renton, WA 98057 ,@ -BUSINESS" ·,OFFICE 113 @ ~'--------,----'I 121'-4" . ' -., ····----·-'---.-· --'------ ----~--____ i~-- C/E n -VESTIBULE LJ _ ----.=98~ [3--- -- -EJ- -_-_--}-_-_-- .. , '• -- i· ' I 22·-11518"_ 22' -8 1/8" . ·,' -.... ·--'··-·-----· -··----·----------------·---------- SALES & SERVICE FLOOR PLAN 16 SP-12 -I , l J D \\ 'I ' i. , I i-I \ I ' 0 a:, I -[]. -~·-~1" i-1 1 ! l _,__,,_ '1 Iii ,1' _:_I -I i .r_ C I ' 1}1 ' i .. ,.-- ' ; I -• . ; 1 32 APR 3 0 2015 crrv Of t~fMTON FL".~-~~·!!\,:~ ~t!V:'ilO\•l "/ f .i I i I ; T E R R Y L. H E R R ARCHITECT 3000 r-oYAt aOUl.iiVARIJ ~()1)1/-1 AtfHARoltA, GA 301)"22 Tlil.669. UOO fAX 5o9.17B6 A2.0 06 APR 2015 EIFS CORNICE; WHITE l SPLIT FACE INTEGRAL -SMOOTH FACE INTEGRAL -- COLORED CMU; COLORED CMU; '_ DAfiK EARTHTONE \ LIGHT EARTHTONE \ rl!I T.O. El~FS~_ ._; 26' --0" SMOOTH FACE INTEGRAL COLORED CMU SITE WALL; DARK EARTHTONE ( 1 \ (West) Elevation \A3_V 3/32" = 1'-0" -- STANDING SEAM ROOF; BLUEi ----- EIFS RTU SCREEN; LIGHT EARTHTONE OIL CONTAINMENT EQUIPMENT~ -EXTERIOR LIGHTING; (TYP.) EIFS; WHITE T.O_J::ANOf'Y III ____ ',, 37' -O" Cl' T.O.M. SALES • .. _' \ 24' -O" '-:• _____ F.F.E.~_ \ O"~.-- DUlvlPSTER ENCLOSURE; DARK EARTHTONE r,. T_O_ CANOPY _ _ STANDING SEAM ROOF; BLUE I •_; 37' -O" T.O.M. SALES 24' -O" ----- ,-SMOOTH FACE INTEGRAL COLORED CMU; LIGHT EARTHTONE ! SPLIT FACE INTEGRAL COLORED CMU; DARK EARTHTONE EIFS CORNICE; WHITE T.O.j::IFS ,42) --26'-0" C., r SMOOTH FACE INTEGRAL COLORED CMU SITE WALL; DARK EARTHTONE ,. F.F.E. U O" EIFS; WHITE --EIFS PILASTER; LIGHT EARTHTO~IE ACM CANOPY· WHITE _J ' BLUE TINTED GLAZING--' -ALUMINUM STOREFRONT FRAMING SYSTEM 1/2\ E Valley Rd. (East) Elevation '\A 3.0) 3/32" = 1 '-0" ____ / STANDING SEAM ROOF; BLUE I T_O_ CANOPY 37' -O" ~ T.O.M. SALES ; 24' -O" METAL PANEL; BLUE (TYP.) --: ••·•· EIFS; WHITE T.O. STOREFRONT 10' -O" T.O. SITE WALL 61 -O" ACM CANOPY; WHITE (3\ (North) El_~vatio_n __ \~A 3:o/ 3/32" = 1 '-0" EIFS CORNICE; WHITE~ ' c•_ T.O. EIFS~_ 0 26'-0" -- , EIFS RTU SCREEN; LIGHT EARTHTONE BLUE TINTED GLAZING SPLIT FACE INTEGRAL COLORED CMU; LIGHT EARTHTONE ' EIFS PILASTER; LIGHT EARTHTONE EIFS CORNICE; WHITE -STAflDING SEAM ROOF; LIGHT EARTHTONE ---------- ,1 SPLIT FACE INTEGRAL / COLORED CMU; DARK / EARTHTONE \! '-SPANDREL GLAZING SMOOTH FACE INTEGRAL l'-PARAPET LADDER - COLORED CMU; DARK I EARTHTONE \, \ \ -~ -------- _1-SMOOTH FACE INTEGRAL / COLORED CMU; LIGHT EARTHTO~IE SlvlOOTH FACE INTE-G-RA-L · COLORED CMU; LIGHT EARTHTOflE m ,'.~, " .. -EXTERIOR LIGHTING; (TYP.) --SMOOTH FACE INTEGRAL COLORED CMU SITE WALL; DARK EARTHTONE El FS CORNICE, WHITE -, ' SMOOTH FACE INTEGRAL COLORED CMU DUMPSTER ENCLOSURE; DARK EARTHTONE EXTERIOR LIGHTING;. (TYP.) STANDl~IG SEAM ROOF; LIGHT EARTHTONE -SPANDREL GLAZING EIFS PILASTER; LIGHT EARTHTONE ACM PANEL; BLUE EXTERIOR LIGHTING; (TYP.) T---EIFS PILASTER; LIGHT EARTHTONE (4 \ 1 SW 41 st ST (South) Elevation A 3.0/ 3/32" = 1 '-0" '-._/ CAR -----THE AUTO SUPERSTORE CAVN.AX THE AL Tl) ~1,IPrR:iTORE WEST cu,,.sr, ll·IC:. 128GO TUO:"AHOE CREEi( Pl0VY. RICHi-/,O~J[J, VA 23238 (H0-1J 7-17-04',_'2 ENTITLEMENTS RENTON, WA ---20-13181.00 NOT RELEASED FOR CONSTRUCTION 3751 East Valley Rd, Renton, WA 98057 PARAPET LADDER l SPLIT FACE lflTEGRAL COLORED CMU; DARK EARTHTONE SMOOTH FACE INTEGRAL COLORED CMU; LIGHT EARTHTONE STANDING SEAM ROOF; LIGHT EARTHTONE EXTERIOR LIGHTING; (TYP.) FUEL DISPENSER ~ ---SPLIT FACE INTEGRAL COLORED CMU; DARK EARTHTONE SPANDREL GLAZl~IG '-ALUMINUM STOREFRONT FRAMING SYSTEM ISTANDINGSEAMROOF; BLUEi -- EIFS RTU SCREEN; - LIGHT EARTHTONE ACM CANOPY WHITE I BLUE TINTED GLAZING SALES & SERVICE ELEVATIONS I El FS CORNICE; WHITE -~T.O. EIFS •\ 26' -O" Cf' OIL CONTAINMENT EQUIPMENT SMOOTH FACE l~ITEGRAL COLORED CMU SITE WALL; DARK EARTHTONE T.O. CANOPY ~, ----37'-0" ~ T.O.M. SALES ~ 24' -O" _T.O. STOREFRONT ., 10' -O" \J EIFS; WHITE 16 SP-12 APR 3 0 2015 32' T f R R Y L. H f R R ARCHITECT 3GUO R01AL 30\JLCVARD SOU'!ti AUHARHTA. GA 30G:22 770.519.1706 FAX~.1786 A3.0 06 APR 2015 1 2 3 4 LANDSCAPE CALCULATIONS A PARKING LOT LANDSCAPE REQUIREMENTS CRITERIA REQ'D UNIT REQ'D PROVIDED A. TREE REQUIREMENTS 1. PARKING PERIMETER 1 TREE/30 LF 484 LF 16 TREES 16 TREES 2. INTERIOR PARKING 1 TREE/6 SPACES 352 STALLS 59 TREES 59 TREES B. SHRUB REQUIREMENTS 1. PARKING PERIMETER 1 SHRUB /20 SF 4840 SF 242 SHRUBS 363 SHRUBS 2. INTERIOR PARKING 1 SHRUB/20 SF 12,425 SF 621 SHRUBS 625 SHRUBS B C. INTERIOR LANDSCAPE AREA REQUIREMENT 35 SF/SPACE 352 STALLS 12,320 SF 12,700 SF PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE/COMMENTS TREES C 0 ACER RUBRUM 'FRANK'S RED'/ 'RED SUNSET' MAPLE 2" CAL., MATCHED SET, B&B, 10' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 0 D 8 CARPINUS BETULAS 'FASTIGIATA' / EUROPEAN COLUMNAR HORNBEAM FRAXINUS OXYCARPA 'RAYWOOD' / 'RA YWOOD' ASH PYRUS CALLERYANA 'GLEN'S FORM'/ 'CHANTICLEER' FLOWERING PEAR ZELKOVA SERRATA 'HALKA'/ 'HALKA' ZELKOVA EXISTING TREE TO REMAIN EXISTING VEGETATION TO REMAIN 2" CAL., B&B, SPECIMEN QUALITY, BRANCHED AT 5', MATCHED SET 2" CAL., SPECIMEN QUALITY, B&B BRANCHED @ 5', MATCHED SET 2" CAL., MATCHED SET, B&B, 10' MIN.HT., BRANCHED @ 5', SPECIMEN QUALITY 2" CAL., MATCHED SET, B&B, 10' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY PRESERVE & PROTECT, SEE CIVIL TREE PLAN PRESERVE & PROTECT I • ~ I -I I 10' UllLIT( ESMT. rl1,-, ,--;-,-. I 11 l I i ( I ] \. ) ' ' ': ' ' . SHRUBS & ORNAMENTAL GRASSES EVERGREEN HEDGE: GROUPINGS OF (3) DIFFERENT SHRUB MASSES OF (11-19) _..,I 1 E 0.. n 0 E F G TAXUS X MEDIA 'DARK GREEN SPREADER'/ 'DARK GREEN SPEADER' YEW PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 'OTTO LUYKEN' LAUREL CISTUS SP. / ROCK ROSE MISCANTHUS SINENSIS 'MORNING LIGHT' / 'MORNING LIGHT' MISCANTHUS CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' / 'KARL FOERSTER' FEA THERGRASS VIBURNUM DAVIDII / DAVID'S VIBURNUM HELITRICHON SEMPERVIRENS / BLUE OAT GRASS DECIDUOUS STREET FRONTAGE SHRUBBERY: EUONYMUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS SPIRAEA JAPONICA 'UTILE PRINCESS' / 'UTILE PRINCESS' SPIRAEA PARKING LOT ISLAND LANDSCAPING: SPIRAEA JAPONICA 'SHIROBANA' / TRI-COLOR JAPANESE SPIRAEA MAHONIA AQUIFOLIA 'COMPACTA / COMPACT OREGON GRAPE PERIMETER PARKING LOT ISLANDS: 5 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT @ 3.5' O.C. 5 GAL. CONTAINER, PLANT @ 4' O.C. 5 GAL. CONT., PLANT @ 3.5' O.C. 2 GAL CONT., PLANT @ 3' O.C. 2 GAL CONT., PLANT @ 3' O.C. 5 GAL. CONT., PLANT @ 4' O.C. 5 GAL. CONT., PLANT @ 3' O.C. (SEE DETAIL) 2 GAL. CONT., PLANT @ 3' O.C. 2 GAL. CONT., PLANT @ 2' O.C. COTONEASTER -2 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT @ 30" O.C. (% OF SPACE PERIMETER) +------=·-"·" I'.'.)( (J\ :.; " " c'-.i COTONEASTER DAMMERI 'CORAL BEAUTY' + ROSA 'NEARLY WILD' / 'CORAL BEAUTY + 'NEARLY WILD' ROSE ROSE -5 GAL. SPECIMEN QUALITY @ 4' O.C. (X OF SPACE INTERIOR) en "' -cJ _J 0 n 2 0 :z a:: / U) en "' 0 N / X 0 2 ~ 0 - I ...... · 1 ........ ....... . . . . . . . . . . . . . . . . . . . . . . . D ~ GROUNDCOVERS COBBLESTONES WASHED RIVER ROCK 3" -6" SIZE SOD LAWN GAUL TERIA SH ALLON / SALAL PENNISETUM ALOPECURIODES 'LITTLE BUNNY' / 'LITTLE BUNNY' FOUNTAIN GRASS PROVIDE g• DEPTH OF ROCK BETWEEN CURB AND RAILING USE FESCUE/RYE BLEND MIX 1 GAL. CONT., PLANT @ 24" O.C. 1 GAL. CONT., PLANT @ 24" O.C. ? ,, · · ····· ····· ...... ,,,,,,.,,,.,. ,,,,,.,, , 'R .. ·• .•. e.'.'.·'.v . .:.,.1.s.l;n.· .•. '.i.ib.' .. es.''.',. 'ct.:.1 .. 1120 !!ff'•'!Iii,••!111 l!iiHJit··,.. .:~~=ii ~ :;~: ; [!)ate 11u1,rn~Yiiil UUiiiiE ..... .. TsP ~ L-----------------------------, ji::.'Hl:ff!H::::,;;-::.::-,,,,:;:;,,,.,., / ,i::>/t!',ll1frl,~ ' :, .SL-----------------------------i en DMD 4/8/2015 SPR SUBMITTAL ii 1----------------------------1 ,~~:1r·, ~ L--------------------------i TSP 10298005 ::-L ____________________________ __, '------------~ 5 I 4 EXIS r. WE"ILANDS r-\ I Ir--1- PRoP. C&G (TYP) ER 25' WL BUFFER PROP. C&G (TYP.) EXIS~TI~-1 VEGETATIO TO REMAI DETEN ION AREA 1.0 ACRES EX. CURB & STRIPING TO REMAIN EXISTI G DEYELOPM T LIMITS l ' ' j ' ' I I I I I I I I I I I I I I I l I I 6 7 EXIST. REN-r0N HONDA BUILDING s 15' UTILITY ESMT. 9 10 r----;--r·, . E~; ~ -"'"-=EX W ~ --=--~ -----------~ ---------·~·· -------PROP. C&G (TYP) -- -~PROP. MASONRY WALL (TYP.) _ ~ -~ E'/,_W -- SALAL -PROP. MASONRY WALL (TYP.) PROP. MASONRY WALL (TYP.) s I I i .. , 10' L' I I i f=··· ··r=-·r=r·· I -.-;,\ \}0' TEMPORARY CHAIN LINK FENCE I I I I I I i ' ~H~S~ 111 ! I I if i·r ti 1 ~1!Atf!~ i ti PROP. ABOVE .: GROUND FUEL TANK ~· PROP. SECURITY GATE & CONTROL ISLAND s SERVICE PRESENTATION •.•.•... , ,,_. ''"'" ''''''''"''"'"'°""""~~""""--"········· .. ····-·--- S(2) SALES BEGIN FLUSH C&G 9.0' I --- I ···········J~----...... , ...... ~ .... -, .... . ···············r··············· ···············r J= ·········f .......... ,. ··············· I I 11 -----···.f··I·············· ---·1 .. ··········· ·i ·················1··············· \ 15' UTILITY ESMT. ;; ;~; s ·,·t ,-~,, ··············}a·····--·· ·················; 15' LANDSCAPE ........... ! & UTILITY ESMT. ~ :,, I I I I m X :,, I I I ~ 1-1++-+kl ~t: .. EDGE WI-I RE I 1 COBBLEST. NE I : t~:~ LA DSCAPE l I J1 I I : I ~,:, N, ',i I ,, I l s;_~ I ' 0 l (;"; PROP. GUARD RAIL ' ' EX. SIDEWALK I : : I ' ·.~ '"' I ! ! m X PROP. PYLON ~ SJGNAGE ........ ~.z.,1 I ~~~~~~--~--~lfj;_gi_.f:;:; ... ;;; ..... t ..... £: ... ~ ...... ~---~---~~.~---r;; .... :;;:; ... i ... ~*~t ;I : I STEEL LANDSCAPE EDGE (TYP.) Zi,'; :;:::::;=;::~s,,ss.::;:;;~;::s::;;=~+;;;.;;J'"'i·········· i;; > " EXIS~. FH j 13 14 PARKING LOT ISLAND, (TYP.) 1o' UTILITY ESMT. ~ - ~ :,, I I I I I I I I J. MAHONIA AQUIFOLIA 'COMPACTA'/ COMPACT OREGON GRAPE (2 GAL. CONTAINER) f1i E OF /ASHING TON REGISTERED S E ARCHI SPIRAEA JAPONICA 'SHIROBANA'/ TRI-COLOR JAPANESE SPIRAEA (2 GAL. CONTAINER) 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 10' UTILITY ESMT. EXISTING VEGETATION TO REMAIN I 15' UTILITY ESMT. ~I I I "I I I I "I 1· •I I I : I I Is I I EXISTING LANDSCAPE AND-- I LANDSCAPE ISLANDS TO REMAIN 1 O' LANDSCAPE ESMT. S88'37'26"E 16.66' I I I GS I I I I I I I I 'I I I I I I I UNTIL PHASE 111 SALES AREA IS I CONSTRUCTED. REFER TO DETAIL I FOR PHASE Ill LAYOUT I I PROP. MONUMENT SIGNAGE SW 41STST -----STORE NO. 7252 50 0 I DI.-. UL~ -.;:;:-- -~-- ' ( ,_, GRAPHIC SCALE 25 50 100 I I I ( IN FEET ) 1 inch = 50 ft. m X :,, I I ' I PHASE Ill SALES LOT DETAIL 200 I SCALE: 1" = 50' APR 3 0 2015 crrv C} Hn<·~t~,;,,l Pi.Ar::·e·,:; ON\:.;::. \l LANDSCAPE PLAN L-1.0 F (206) 522-8344 RENTON WA www.PAclAND.COM '------------''---------' L_ _______________ _.i_ ___ ___, E o_ -,.,.., N en -0 N cr, ~ o_ <( = " -0 U) 0 -::a; u :z Q' ,/ U) (_') :SC Cl A B C D E F G ~H -0 0 0 Q' >, (l) 0 > ~ "' 0 w -en r-.. n ,/ ~ C 0 Q_ L LEGEND --x--x--x- •..... ·.•.•'.·•••·:,,:<i'.c:I I ----- ' L ___ , ·-·---·-·· SITE DATA PARCEL 1253600030 TOTAL BUILDING DAT A TYPE -"S(2)/M" 2 PROPERTY LINE PROPERTY LINE (OFFSITE) EXISTING EASEMENT PROPOSED BUILDING PROPOSED SITE WALL EXISTING CURB 3 PROPOSED CURB & GUTTER MOUNTABLE CURB & GUTTER PROPOSED CHAIN LINK FENCE PROPOSED GUARD RAIL PROPOSED ORNAMENTAL FENCE PROPOSED CONCRETE WALK PROPOSED STANDARD DUTY PAVEMENT PROPOSED HEAVY DUTY PAVEMENT PROPOSED CONCRETE PAVEMENT = 12.28 AC = 12.28 AC SALES AND PRESENTATION BUILDING AREA SERVICE AND CAR WASH BUILDING = 13,135 SF = 7,086 SF TOTAL = 20,221 SF HAZARDOUS MATERIALS OIL, ANTI-FREEZE AND OTHER AUTOMOTIVE-RELATED CLEANING AND LUBRICATION PRODUCTS WILL BE UTILIZED ON SITE. PARKING DATA PROVIDED REQUIRED PHASE I: CUSTOMER/EMPLOYEE AREA STANDARD ST ALLS ( 9' x 20') COMPACT STALLS (9" x 16') ACCESSIBLE STALLS TOTAL SALE/DISPLAY AREA COMPACT STALLS (9' x 17') PHASE II: = = = = = 334 STALLS 11 STALLS 7 STALLS 352 STALLS 38 STALLS 423 STALLS N/A SALE/DISPLAY AREA COMPACT STALLS (9' x 17') = 505 STALLS N/A PHASE Ill: CUSTOMER/EMPLOYEE AREA STANDARD ST ALLS ( 9' x 20') COMPACT STALLS (9' X 16') ACCESSIBLE STALLS = 226 STALLS 11 STALLS 7 STALLS = = = 244 STALLS 38 STALLS TOTAL SALE/DISPLAY AREA COMP ACT STALLS ( 9' x 17') = 608 STALLS N/A REQUIRED PARKING: PARKING STALLS REQUIRED = 31 STALLS VEHICLE SALES: 1 STALL PER 5,000 SF OF GFA (RMC 4-4-80 E.10) VEHICLE SERVICE: 5 STALLS PER 1,000 SF OF GFA (RMC 4-4-80 E.10) NOTES 4 5 EX. CURB & STRIPING TO REMAJN I 11-1 rT-1 T"T I T-1 r,1-1-r-;;;:i1T1 11 i. : ! l l I ! i I I ! ~ 1--l l-1" ! I ! I , ----®--------------MA'::H_EXIS':__l tt I ;;:;;;., I i I I I I . -i I I I ! I I I -. -----~-7"~------------mv.::=-·-- trrr"Estlr. ~ ----561.1Wi'i5"E 6 ,--+--@ O' 24.0' {REC. NO. 9206302696) ___________ -------------------------- 7 16 O' 24.0' o' 8 ENO FLUSH 6.5' 9 PRESENTATION GIN FLUSH C&G 12.0· 10 1---PR~llllj,IJMEI[[ l_,.:=PROP. GU,,,AR""'D~- " '" J 11.0' 20.0' , , 20.0' !~-.• I , , I PROP. SIDEW--t--- 11· o ,..,.. I " ~ I i " 1 20.0' 24.0' I .O' -ll 1J.8' ! R~.s• ! 17.t' i I I I~-' ' ~ ) ! \,~, \_=- I \R3•5 0 15' WATER ESMT. J O R3•5• t':3::.111 qg)I ~ (REC NO. 9600181461)N , @ ~ EXIST. ~&O (T'IP llltl: ~~·-O'rtLllJJ~ ·l~J .. L J EXIST. c&a (T'IPJ I I EXIST. e&0 cwt/ .1. I 1 -------------------+ I_ ------------------1--- --~.? --4: =------=--_Y.if:.--, -: ----------~x~T:-,;-~ 0 JI I J I 16.67' ACCESS & UTILITY ESMT~/ I 16.67' ACCESS & UTILITY ESMT. U (REC. NO. 9511299006) ~ f J I J (REC. NO. 9511299006) 10' UTILITY ESMT. J f I I J J (REC. NO. 9511299006) .l I~: I c.+, f J 15' UTILITY ESMT. I J (REC NO. 9609181461) I I I I i ~,'fi 1:, I I J I I I SEE DETAIL FOR PHASE Ill LAYOUT 1. 2. ALL WORK AND MATERIALS SHALL COMPLY 'MTH ALL CITY /COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 6. 7. 8. 9. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. I 11 I I I I I I 11 I I I I I CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10' LANDSCAPE ESMT. I I I [ I l I J I I ~:_",.. I 1 1 I =21..--....t: -g.,,'M-1 I --------==- PROP. MONUMENT SIGNAGE " ~ " .. ~ '! ::: 11 O' 20.0" I I I I I I I I I I I I I I TJ1_1_1T1 O' •• 20.0' 17.0' I I I 12 ' -----------~ I I I ' i I :1 I I I I I I I I I I I I @ EXIST. C&G (T'IP) ,. 15' LANDSCAPE / & UTILITY ESMT. & --::) ~-1, >/11;,r;-stDEWAL.K ESMT. I -(REC. NO. 7809250902 I-__ _ _ _ _ _ ANO 9609181459) ~(RE~ ~~9~1~~~)== @== : :A1~ ESMT:-·, r+-------, 0 I ~=::J® c=.:::J c==:/'.11 ) c3 K== @=====@ ==-.. ~ ,--PHASE I -/ ) ::J 1 k --CUSTOMER/EMPLOYEE -<( I W--PARKING > Li_ •, 1.03 ACRES ,I-~ 106 SPACES ~------- ~------- i / i ==zST. S~~O / ~ -;;;t;;;ST. CURii_ _ ® 1.,,1 .... 1 I I :.i/'11· I I w 5' SID 13 PHASE Ill SALES i'AM· 1.03 ACRES \'.'.':V · 103 SPACES 14 p OP. GUA RAIL ' I ROP. ORN ENTAL I CE THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 10. 11. PARKING LOT STRIPING SHALL BE WHITE, 4" 'MDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SW 41STST PHASE Ill SALES LOT DETAIL 3. 4. 5. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANO EXACT BUILDING UTILITY ENTRANCE LOCATIONS. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 12. 13. 14. 15. 16. ALL ISLANDS 'MTH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE 50 0 25 I --::i --I I SCALE: 1" = 50' GRAPHIC SCALE t2ECE!VED 50 100 200 APR 3 0 2015 I I I f'r/Y O" " .. ' ,.,.r, 'J ( ) 'V' ;, .. \:·.:;"'.~J,,,,Jjl IN FEET PIJ,NM!1\C :.;s-1i.)JO:\J 1 inch= 50 ft. 1,1..------------------------------------------------------------------------------------------------------------------------------------------' C (l) ;;!, § No. Date By Revision· Descriotion Dealgned ey: l8sue Date: c'~~-~~=-~!,,=----~~~~~~~~~~-----==t ~1------------------------------1 SBP 4/8/2015 § ~By: -s,1-----------------------------1 WL SPR SUBMITTAL C ii f---------------------------------1 Checked By: Project Nof,· ~f---------------------------------1 ,,,-WFF 10298005 vi'-----------------------------~~----------~ 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Ill!!!] 111!\!!!1 Jg) Ill!!!] 111!\!!!1 STORE NO. 7252 SITE PLAN C-1.0 T (206) 522-9510 F (206) 522-8344 RENTON, WA www.PAClAND.COM ~--------------------------~ ~-------------------------~------~ L CL <( o> "' "O 0.. <( :::,c 0 0 0 :r: a: 0 (D :r: ('.) w ? CL 0 :::,c -0 0 0 -E 0 ..0 ..c 0, "ij z n I _,.. I '° C, ;j, (JJ I- m :r X Y- U) ~ 0 N ./' "O 0 0 a: "' Q) 0 > ~ "' 0 w '° r--n ./' ~ C "6 0.. L Q) ~ C Q) :3, C: 0 ~ C Q) "" ./' C 0 ~ en C ..c "' 0 ~ (JJ ,,-,', . 27!1 ' 231 285 287 284 '282 280 259 ' ',,_' ' 27t · 266 242 244 .248 j ' GRAPHIC SCALE --,, t ~ RECE!VED APR 3 0 2015 C!TY OF R!:MTON PLANNING OP.'IS!OM 800 i r-T i i ___ l '-'----( IN FEET ) 1 Inch = 200 ft. • 0 a: -. <t Cu~ _J - ...JZ ~~ .z Ww iE a: " C") <( • >< w