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HomeMy WebLinkAboutLUA96-061 (2) 4 Y E• a s N m IIIIIIIr NEIGHBORHOOD DETAIL MAP GURUDWARA SINGH SABA D r. CHURCH CONSTRUCTORS a. ..mom 4..A. rr<. 1�� r"'`\F� (���•h::�f, I i'1 •rc i VICINITY MAP SUMMIT PARK 'jiC.: j \i,' :.., rl '.., , I I. ,�R=' .,•.xno \ \ I \ 1'� ���11 .i' — .-.. M'- r Fa 1 -,\ \ 11 \ i l MEII 1 I ~Jd_ •1 Y.� l j'.7 "�'d �-�.-1 �ry ��' \ \ I 1\:\�\ \\\\ �'�` \`\ \I \ \\ • �,I�� _usil� JL' • _ ,._• I -�_. �, I III\ \ \ I \ \ \ \ 1 1 \ \ 1 I I`' ! / 1\ jr ,: • :, ' 1 1 I .`', I 1 II \ \ III \ \ \ I I 1 I ( I1 1 \ I , I \ El ;a.. `�,1 I/ Try-��` E \ \ \ \ I �\ \ \ \ \ I 1 \ va,,xd D 1 1 J \ .. ...1.i. 1` ,4 // / ? jr: :':. m i I 1 \\\ yj^ \ \ \ \ \ l 1 \ t \ \ \ \ I I \ trr� d { �a F(YT /.1 . 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I I/ gym rn mm mm Maid�° R I I L.• \ \ \\ 1 11 \I 1 1 1 1 1 \\ \I \ \ \ t\ \ IFE 11:i I '4�I•; •l.. `- I I/ j I I e ��m o EMERGENT PLANTINGS p J •\ \III 11 i �\ \ \ \ \I Il\ \ \\ 1 1 11 11 \ 1 \ \I \\ \\.\ \ \ \ .1 9 `,:.:}'..I; �II/ I % I ,�T�' :' W. OM CM Z �I �\ 1 I I 1 \ \__ �' 1 Ov I\ �I URGE SHRUBS �v'ma• u<o.� \I\ _. 4 {�_ ,\, I l 1 . 1 I `\ \ \ 1 , 11 1 1 \ It \-- Ire. ,- 1 ' \ III II`/\vEu HOL'sE e _ �nreN.� �,:prey _ _ _ \ \ t 1 \ 1 } \. I //� ,`''® "°e`e- wrn.wo AND STREAM SEED Mcc _ I \1\\\ I I I i/ l I 1 I I I I I\ \ \ 1\ 1 \ 1 1\ \I t \ 1: 1 0, 1 I��qq1 \ P\1 I 01 I .v,,.,m,,�..,. rm.e.rx MOJ �mx�� IY I;} I\ I I 1 I I 1 I I II I I I \ \ \ 1 1 \ I 1 \ 1 \1 \, \ \ 1. I LNLIIA�.\ Iil I II./I I SHRUBS �,ha'.m I I I I I 1 \ I l ( \ 1 7 I I .ne< m maw mm I— Misurent I I i l I;/ 1 1 I I I I 1 \ 1 \ 1 I L- \ '1-'1 \ 1 t i t 1 \ \f 1,III I r .tubber R M Bu R SEED Mu lD // \\ \\ II I I 1 \I \ I I II \ \ Z \ 1 �_� } i �I F I I 1 \ \ I 11 1;1 j I I tMC o ,o"'B<Ooe'ooy xMf.a, s<,r.< ...m ITCO Wm. W \ 1 1 \ 1 1 1 1 1�C \ I 1 1 7 F. ,} I I I -1.I I I li I I " w� R� A \\II 1 \ I 1 1 1 j� \\\ \I I 11 I 1 \ I I -1.1,-/II Id m b IA. Z y�I< \ \ \ ,, 1 \ \ I I \ 1 t 1 11 rl 1 1 1 1 '( III I / // / : /I! , ,,,j • Ir d G-OALS AND OBJECTIVES WETLAND MITIGATION PLAN LEGEND y m rC'oon.! rO:lu, GOAL air .a.�c syih,uc^.nw ma�mtv,wm,vwmvehfev Rye •vae�m•q l,,ao<m,.e rmmp.,. rmmbmi .e„wmam Wm,c,m vww<nu'cran°.nz.,o-a..n ue w•F•, 'v , - C'DSE-DE WETLAND BOUNDARY 0 oBIEECTIVES OBIEOTIVES OBIELTVES n c p m 0 POSE-DEVELOPMENT ?N 0 • nllxxm•«,m memrgmw.rnawee en„-•N:w:e tnm°.+o.+b lumwa,m xn,-..°emn'°m,�"m krslcmu�l —EXISTING CONTOURS j :. abrene.'b�n�noI. . .m,•m. weem:k mono.'a^,iwr,mmwe,m.<.e.....,me1 �I,o_. J 2 F. ro "i �m '."'m.em...<a., .�°�"'m ... ................ "'m"a h::"..n......s...m.m,.e,..... GENERAL NOTES —...—eamuc DITCH/STREAM I- wih�� mv.n..vn:rl°ro�xaRINO<.:,m:n< -�-+�^'-�� PROPOSED CONTOURS W Z Z ,.,e•m xtierwm.°<em•m'''''',,, x ;w�::.•me, ro..�.,.e. q :ma<...,e'"<<'mc�<.,�,:mm:r.meer,�<v� �nn, .w.,oy..m a, :u , q wmrm ,.m,<.,.�:,•y,s,,,d l,m.• m ^ EXISTING EVERGREEN TREE -"' = :necv:m.m.m.mmturt<r, emmcve.e,y<NNNANNY peen. p„�ju,<m m°'.•I.P.IwEpe aUxv x+..enw vwn ym OA:, EXISTINGz U1 y OUSTING DECIDUOUS TREE _1 000n onmcm'wmww.0 m'°'i.vnw wr�e.m.b..f.ev.�<a -- F PROPERTY LINE IL Ma Ceps pre,.b.x.�...Caudle... `hd•�•m ® HABITAT FEATURE(SNAG WITH NESTBOC. I--- d•o•Cep o'se."+'"°^'••"'a BATBOC.OR DOWN LOG) xwrnnWa OA..b u•ANNIr•x Z 6 h . ..1a^x•.er•..xmy,. 111 v�0 SECTION THROUG-H MITIG-ATION/RESTORATION AREA SECTION THROUGH STREAM BU1=ER O W Y c NV1��I Y-` _ 1 y1YryI - !I err �, k e 7 y''.,-t�'' :-.a5� : l',� I•^ „ ,,s, 4 4°' I ••,.' '.ere .�` '. • err - - - -�.- - ;.- - ,.A.�_ 'r:.$'SY. ,i- ..x-e 4'- serer}%'; i. �'qf- •—� ,T I 1 ..•:..,.;,v,,.' • ;.3 i I iaz ..c.7.?i%'1S•Vr.S"lj�.. •^a'=rti` _ �,uL al 'I _ ,.,..� ?1`'•.s : Irrnr.M', PxoPERTYuuE-I °0 1°- 1 xx Jura-ram-7�.-~' ` -' . ••.. PROPERLY LYE—i ` •. EXISTING WETLAND\'Y •eI ram«' CREATED WETLAND 4ESECFm wrll i'^ I ENTRY DRM f I' +5'wEMND BUFFT_R f wEfLAND B Pon•<,Imo' LUIDSG,Pm AREA) f ORIGINAL STREAM CHANNFI. •.,HI 0 A-A B-B' , • zi i n o = r n '! a v i ra O O ct. ni ''^^ V/ m i ♦ Jt A. Jl 71__Jl rI I`_5\ ID.. I _TALBOT ROAD SOUTH - -..,, 1 -1 r r 1 f 1•T. w w w m O 7. -I \gel w lipli, \ \ ^ Q J0 CII 0 -�— o 9BM -NE S 1 ' llillIP �� V� i:rz:.:zit PL S Elyr", `/ 9901 PL S ----\44)1 . IP . V. 19O DATE REVISIONS 2•94 NEIGHBORHOOD DETAIL MAP GURUDWARA SINGH SAGA CA = CHURCH CONSTRUCTORS of WASHINGTON 1330 N CANYON R D 5212 TALBOT ROAD SOUTH REDMOND OR 97736 N RENTON WA I :4.: '�7dJ ' :,' I. at x � o �1�:_y6Y 6 tt11a1� . I COMBINED DETENTION/WET POND ti I VDT 6.800 CF DETENTION VOL a ]o so s _ &4,000 CF.WATER moorSORAGE ® e I MAX WS.E.DETENOON 149.0 m Mt WATER 011.0 W.S.W. EL 147 SCALE r-so' R\ N ,..V.I , DEAD STORAGE EL 144.0 i b, I„ ;, BASE EL 143.0 I 1 , 1 SUMMIT P KK I I 1 , D OIS GE I = Lii / II 16 SDI I , , 1ra81S',F0 5200]1 M FRENCH DRAIN / TSP1 2 CS! 14/TRASH RA , I I PROTECT N/nhP-RIP PAD V ..IA 1,TCN ..E G 1� W- ��H OF SW Io \ %- ` ~/1,-t!'W/i \'\\ i,5'DEEP NIN P1E''-�- NEW CUPS C111W I ORtFlCE 1)lIT1Ff1 ,4141P �- \ _/�7:1 SIDE SLOPES \ .. h 6'SIDEWALK DT CHACE TO SD - ® T ♦> n \ ��...II ,7 - IN Erarr� ___ `` ' S lF F ETIC Ar x C I *Aar. $ T`PE t LEI I \� Mirirr4r-'da'2- Ja AA 0 NW/ PERF '' � Y • v i' I III« A �r�� I,�� Ii'w ,` \14‘ C t __0 NPIP / ` _-_ _�xE336.e'w 5 �1 i j7 9' M WM CIMERUCT j = 1� 'i,, 'U ��;D lF 1 •r' � .'liik 1 I,1`Bw 9�.8 :�1"1�_ aD ER AND smeW x I'(fiseuRc �I® 1ECT aoaF oRnNs �r 1 ma's / �� c I I ' '— 1 1 I \\ a `I i0.-SOD Nx/EYANAI ') :O 1 I C As5- �•�®.� �,1YPE'2 y 1 ) -) Cij NI I @` Mia ■- 'I' " /• hYII ,1�1O-I.POtSf`FL R \ �� - , ® -1A���' ►-�.. _ �__ TUMIRFAM 1 `lJ -_ I i=lib 111 _ D, W ,-w�i Ii - FF.1 2N0 FLOOR � - - - iN NEW s, xe3;6'xe'x ], — il iigI:E"ja ( I \, I I g I 1�1 1 1Ia 1BDG 1 11 I I I i1 z 1 I ( �. 1 �� ` , W I;74r �,6'mP.)\\I mI( i 1 I I IITS ROCJCDC6 .� - I'�'m11 - I:I.' 4 ' 1c ;11s.. Oil '.),;1. m I - / 1 1 I t� a_TO REY.VN -J Eff6TING LM I I I NI / I I E]J ' BUILDING ,1 `I I I 1 $ I I I inaiI� I4't y c< �to i �ii P , : \ 1r. LBO \ ' /( I II (� � I z I CC I Q •\ :1 ol Pam! } ��� y!Il _ �F 107.BB7,F,,.� ♦ \ xGUSE TYPE 2 CB ©,, •I D ♦y �`= NAMQ�W�r1� ITii 1DI \�. 16 � tfit: 1 WI" 'S \ Iv � ♦♦♦1�1 � Iy QI. T12E CBTW tgJ A•.B l,Y I!5 � .- , - '`� a 1� III I. 124•DISCHARGE 10 01021.e-O/:000F W I -_I1 1k '\ LEA \ a I.NO 10 o D REG I $_ 0 I 7(y.41401E / I TYPE I1-I' . ' (F'P I�111 'a E ') ` Illf a. I Q Z I� / I TYP CB 1,'1a RE I , _= I O o- - i / 6.,6'RIP RIP PAD ABANDON EX.STORM DRAIN I - . I �I PE CB ` \ I (K Q J I 0116H TNICI(0 SYSTEM ` -_*4 II6D'-� ilm ► y� �� F dExuu+ExT oR t I, II —I g7 s y. � + ' 1 ME 1 I� 1 a� .R Al LNG WI II e o �I a1 am,1 :ry_� tom 1, p3y I L'" Gi'r L..,. l— --- = i98 MIT I -fit � N 0 .1 DOSING 7,so ---_—_-- -- --�-- BN t6 ' V / /'ni : •. - '-T .: 180.4 -- .:9' —1! GF�'1 t a IX BW 180.5 I I/ JH88I6'16w 461�x TO DIVING WETVND g UNIT OF GRADWG ayp.) / r ALO:P, .t.I"r4h _ aroxx. A4•''. IosIRES 3/12/a/I _ ^ S. 192__ _ C-2 :vm-040" + • 1 ir.-.- 1 f J i 1.1 r -.'.. t f a 3 — 11 i N rr f O V oa Uno G 2-°° \) V c 1 '' w nosg -----7 WETLANDS \ I R a ' I I -- 1 � a 6 1 Y\ `` 9' �, — i l r \ �-- nowt I,l Ali •/ �IIIBOIA w- . - Q o FI'll \ "--7"'" , / (/ o1).1 .% — ,.\\. i \ 1 /gym° f��//%:A , � L_ —\\ 1 Q a: 1•1 wary\ %/ , ��/ . ___. •,N I I I 11 1 g I 1 � II( , I I ��aa,,_ 'I ^tl l\ 1 ) t 1 Freon-taws 1o.aao sF I-i - lops .00¢wr ; ( I ,./ �I / \\ I it 1, 1\ II Upper 13°W SF p I n.e.un — \\; µn:mal R � ', •a I i6Or:ci:' F \ e `\ 1 I Trial&uldalg 33.670 SF \ I ,at Carera9e 136.fi5]f3939M=:sp... F 7 '- - r • ```• 11 \t \ 'Ai. • \, F_ \1\ \\ 1\ 1 P3'n"''mad 1 P°.5 sea m manship area fi9955Ff]SF p> m.999.3 sash(use imd) '� • 10°Ol3=3Wep1 \\` _ i �� \� <an \Y \t ~• \ \\ wft, os aI++��o ww�a�a-staa�rea Ip ya m'E9,.,,t s—� _ _a piaridad 219 padila➢aroma pB .�` ..a - \ l.a'ran`w°o:e \\ 1 '1 111 \ '\ -1aa�s°,1e a a . - / 1 F: ) I.` ,` \,I \\ I_ E - 111aNd.avacwa :resF geszvan:::swma) lydeev FaA+9 tot lan6 lbq �338 SF u .$ xoo.. I$ — __ Y_ \ 1\ Ame a/Mpmred laMampig 903t3 SF g 1 \ \ ) (ubudm wemnds mm9atipnam restaa°on) 1 VIM'.^`r— _I t 1 B 3s — ..0 7 .1 `i 1 Iheppaed ssmww see Z ` - -- t _ "�25 at East silo Z I `—t t T \ I 1 Bwld^9 Setbacks - • a r. .,t 11 3 P . \ II Allowed Front 15 3tles P W \1 I pmpvsed Frs.II.. t . , ` 1 \ II1\ Sdes 139'b South 41 )2.1' \ St.., i a `, ..a.$. - 0 8 8 3 o V s % .?SA22 aw • l''L1J ,1' _4 (wE L>DS) ___— NATIVE MIX CSO-NATIVE MIX•3.OC. —__ PLANT•3'C:-OUS ER NO.-KZ VAR E-ES — -E,.A�'-l' Q (SEE LIST AT RIGHT/ M GROI:P.NGS OF 3-1,r-E'OLLOu.IK.. 4, i' _ / P_ANTS(BY CM-ERSI)/ l-VNE MAPLE SHLLL KE.4%a.•4 I3-24BELLAUREL /• `A `♦ Fe MA-O.I_ EO:aL GUAVTITES SWORD Ry . .� 0 3S-DOUBLEFILE -�� J3ppeG.iiiried1.� 11-EUROPEAN m �* r'9-o0: 54-ORCHID ROOKROSE HORNBEAM sa�••..•:�i'.oa.. VIBURNUM 1 �' ote I=HELLERE HOLLY -.-.•�u.a.41• . •d'O.C. ArN�•00° dl-•BARBON PYGMY• • ' .C. •4'O.C. (1 GAL CONT./ O.O�? BARBERRY•3'O.C. 3I-'HELLERI'HOLLY / Ill — rt� a� Io eC ii . •3'oa at" !o ' a i - rs•Hr. 4(F�\ PARKING ISLAND FLAMER BETw •QC1,t�)i°° `o, cR a . = o>m•.-=0000�13. 'SE l��1�) Ma 'I.�, TI 1 �o °(--- TO'OF CUR- o.Kac�000aoo.:o.T:.o _: /1 1�c�'.A�Ve b. B-BIRDS NEST tO'O NOTES ���-��Q5•�°o ne IB-TM wrl�N. �;` -'R o 0 0 1 of.'•D4- o: LAUREL•3.O o. p sPR.cE.a•OC `D.', 1..��,0 OJ ' C I 6° O� O L ALL PARKING LOT ISLANDS TO BE •��, . Q WATER(BY TN R Il-BIR75,.-CST 0 r0' I��f. O.O AREA OTI-E¢51 50D So SPRUCE=•d•O 1'�I CROWED 6'ABOVE TOPS OF 1.. �r0.0Q , LAIN oa 23-DAVID VIBURNUM - 17q ��I UNLESS OTHERWISE SPECIFICALLY 1.0.0 -OD•• O ADJACENT GARBS OR PAVEMENT, O O 3 I VT OC. ,ram, , f21 0/\ INDICATED ON PLAN(SEE DETAIL CO uOC�(p v R.l. qo • f o f,,lt ABOVE,. (ggO�O' A. APANESE �I -, rirJ(>O i •R ^•o1•' LILAC TREE I I Atli I. F1ANT LIST OUANTITIE9 ARE CHO N /A _ OOOtiJ°� 0 l FCR R��=RENCE ONLY. V 1-'RED SUNSET. I j . _ CONTRACTOR IS RESPONSIBLE FOR 49-'BROADMOOR' RED MAPLE I I _ 0 i,�,•, VERIFYING ALL QUANTITIES N LIST T B 5 OIL 0�, i 0' WITH ACTUAL PLAN CALL-OUTS.AND (L o JUNIPER•5'O.c I II I IQ 10-DWARF BURNING O' NSTALLRJG PLANTINGS PER T+E O Z I I I-JAPAVESE 0 BUSH•4.OC 01 LANDSCAPE PLAN.GROONDOOVER 1 7 56-BROADMOOR' I L_ LILAC THE 0', '01T/ A5^REQUIRED FOR NTITES SHALL FIELD IFSTED Z 0 Z . Bo pFTUp All, l�� r CONDITIONS AT THE SPECIFIED CO Z N JUNIPER•5'OC. lb-'CRIMSON PTGMT' uooC �I'� 1 ' SPACNCz co_ • BARBERRY•3'OC. o'. i:e Ir°3- M 1 OCIOO. ° /0 / h�, 3. TREE CALIPER MEASUREMENTS ,_�^/� a 56-KINNIK:NNIGK R•l'go 33-DAVID VIBURNUM / \ / SHALL BE TAKEN AT DEN-1 v/ 000.00- •3.OL. �,_GO •I Irz'OC . 11 � OIi l Dld E ER-AT-BREAST-HE!GHT), CC 33-DOUBLEFILE '7.01.•Q`n, LA.v3.° CRO:N 6'ABOVE 1� WHICH SHALL BE d IRE ABOVE THE Q O vIBURUAI 1 ��f��04 QO N B-'ANAH KR3CrL• go of TOP OF CARE, 0 0` TOP OF THE ROOTBALL Q Z •4'OC. ��1�.0•O'r'D RHODODENDRON 1B-'OTTO LUYKEN' "EMIR III �'.'•a• •4'C= LAUREL•3'OL. • 0 n GAL CONT./ O.•�]-.0.4'c OI rs-BIROS nest I i �'��' •Q po�• ,] ID $PRICE•4•• . C 6'ABOVE 0 3��II.00,Opa/ °. .•,_. TOP,:r CURB Q _�.'4 a 3 IO rs-BIRDS NEST d i xr �p C�O)�oe, ds I�. .41119. p TQOWN 6'ABO`R �_0 cc --•oG,:00... .3 ,,,,, i ,° I I Or�i�7 1 �� r' )• 4_DW�RF BURNING --,,{OVN Ikea .• _ ]1-HELLERI'HOLLY _4� • �.C�' V -Q •N��nGr Q BERM • _ •3 OG l5-'HELLERI'HOLLY Pi a _^iO�. l'F..♦ • •3'O.C. Q ��•�°O•‘ '1 _ +�t- 1-EUROPEAN ° 1a-'HELLERI'HOLLY ��/ 15-'HELLERI'HOLLY D�frlf 4Y e D BOUBR ELF LE f D.Op�) HORNBEAM �I 3'0.O. •3'OL �, 44-zaEEL LAUREL 02.V ,•ue • (5 GAL.CONi.I co f 'n,..■.—\ �*0 \, II•Hr. r,! _n BERM .6•oc. i�...'��spy io°'•4o.on�$." - r'roo°12° B=_ey. T'..421•.o I, -Ord4 rAt5 a vA B-•SPRINGWOODIWITE'— -_O:COCE) rs� \._.•�_�- •+`- -0 —'63 97�i 19eo 9-•BASER PHOTNIA HEATER•l'OC. \ _ BERM \.,TUN. 30-'SPRNGIOOD r 30-'SPRINGUIOOD LLMITE• GOOO�1�t17LY0o0. I6-PORE.AL LAUREL •b'OC. Id-'•3.0 ROI'HOLLY fi�rr'``\ HEATHER HEATHER•I'O.C. - .il90014�0,7iZoe °. tj'. \ � %\ I oa r/L ,11..oa:•.o! /.4gi o000000:0'0:oma:•:.:s-•.-u•:o:000`o-O:O:a.Tm�_ o•Z 13-DOUBLEFILE '-44111111141,0�ld�' /�\f .���/�'� � ��/Ot ! �000�� W G / VIBURNUM PLANT MATERIAL LIST i't'd'',1 ,,--'_J` 1\�4re7 \�40, `'����'� w m l�' ��aaFF \a •A.o.c. OM I ISOTANICAL NAME I co-,-oN NA, I SIZE.S=xNG I •'�912;. Ia- O_� Q °'BIRDS NEST 0 I4. .� (I GAL.CONT./ 1 1 — e ..cER cIRC'rvAN-I-CW`.P VINE-4RE I^I.L-I-9-E'�I B.B ��•'"��yyyy BIQ✓5 NEST I8-B:RDS HEST 0.O �E M REO S,OSEE• R=_O 00500 FE0 r4P_ CAL.. Hr•B.B �•1/Q11y� SPRUCE•4.O.C. `a� $PCCE•A.O.G. ;0 5P¢CE•4'O.C. ,q. Z y aka 2,1 i] CARE TEE BET LLS EUROPEANN I.OR.BEArs E CAL....-Il'NT.B.B/CCNT. IJ �' ' ' \ , \ ad rwuA PLICArn 11e9TERN RED cEOAR 6-T Hr-5.5 a CROON 6•ABO —04— f e)7/ii` 4..04.0.-- 3l-DWARF BURNING G'� e1 TOP OF CURB (.�!41 f`at fag-CA'.e BUSH•4'Os. C w APHnos UVA-UR31 KGNIK NNIc K GAL caNT.•3.Oc 10 1121 BEE..W 1 cerBo,ppm'cR•M9ON PTG,T•BARBERRY GAL Com,•3•m � �f' o�j' °tea 94 c191W RIRPUR=S ORCHD ROCKR03E GAL cGNT•AOL. 0O F \811-F*� ? C R,EA SPRN o 0 E'BPRINGOOED WHITE'HEATHER GAL CoNT.•T.OC. ;0/, - : NORTH Z w &' ,: clown.ALATA.ca-PacrA• DWAF6&URNLG BUSH GAL CONT.•4•oc ipv�Tyl�i l-DWARF auRNING OAF l-DwaRF BURNING ,gP' ''0,00 < E-.s 139 ILEx CRENATA•HELLERI• 'HELLERI'HOLLY GAL Cana.•3.OG ,.! BUSH•4'0.4 E 'H••4'O.G. r0' 00',�O Q, 55 JNIPERLLS SABINA BRmADMmmR'BRmacr1C01,ANIIPER GAL CONT.•5.mz D ap o� p l GAL cWi.• riff,,,, ,,` CROON 6'ABOVE Q,Y,I) II-HT. w 6 PHOTINIA FRASERI FRASEQ PHDrN1A 6•oc �7 IL7 Sll, TOP OF cu.= zo' To' o zo' w' BIES NOIFoRmS. BIRDS NEST SPRUCE 1l•-15•HT.B.occsa.•4•oc b CR011N 6'ABOVE "Rill-F` r�r1'�/ rrO� � BERM a' ••y u C e31 P ENA La E='�O165CEN''OTTO LUTKEN'LAUREL B.B..•oe N�Afp'., TOP aF euRs „ . 74 ��, l ��, SCALE 1" =20 O = PRdANl9 Lus1T.wICA PORNGAL LY.IEL - e.B/coNT.•6.OC. It,; ICU / I,V, ) ,;40 ) LL, Li'10 °P. PR3u9 LtlFECCERA946 CABELIANA'ZABEL LAUREL - .B/CONY.•b•OG. �' ' 0 i O,!.•D,� CL • CA m ,, lt1CDO0E,G,GG6'ANIA Iu vuer.'YHA 31KROC KEW.10000 WR 0 N b La.BBM/CON,•4.OC. 0,) ,��� Voic., w Rr- ��pii l STRiNGA RETOLLATA•1voRT ELK.wow A.ESE MEE LEAK 5•-6••ur 5.e ��i0 �:��'• N•�� " G--; ¢ r-� ., �a.6 EWRNP DAY1D11 DA ID GAL .l�'G0a000000000. _.�o�000e���.�0000000e�: 0000��� U , dal vlWRmvT RICATI3N TOMENT09Wt DPIBLEFILE v1BU1.a M 1 GAL..9 GAL CANT.•4.OC. — Sheet ll9 NATIVE MIx Ea.,a1ANTITE96. 5-WESTERN RED I J•IM A Omdv C ' GAuLTHERIA SHALLON SAALL 1 GAL CONY.•3.or_ CEDAR II-PORTLGAL LAUREL II-PCQ'JGAL LaLZLi +w.>+ Z POLYSA NERVOSA Lo4GLEAF MA.Lon.. - Oc. - •6'OC. •b'O.C. 10-EUROPEAN TCwUM MNITiT SUORO FERN 1 GAL.cow.•3'04 HORNBEAM �- 135-NATIVE MIX•3'0.C. 11-FRASER PHOTNIA II-FRASER PHOT1N1A _ (SEE LIST ABOVE, •6'O.C. •6'QC —Iof 1 NW 11. a li F �8 . dll , 4`JV-I ' J J 7 . I. �'W l 0 I° 1 ,,;{ F C 0 e� 0 1 0 D . J la o IIII IIIIIIIIIIIIIII ,, C // o IIIIIIIIIIIIIIIIIII _ ED 111110110111111111 IRS I Er-7-7 C ) ,.il : (7 .. . .. 7:pi mm . I ) .=1._.:1 gm 7 .,. . , .... ..,.. ..„. SFr OBI ELEVATIONS GURUDWARA SINGH SABA D a WASHINGTON CHURCHaa0N3ToRUCTORS _ - i— Baia Tn�so ew o.. aoum REYYORO OR arms 111 El CD I J — J ,I ®i !�--' 5 ®1 v W (I- '• i_D Elk n z, El , FS IIII p. A..., •••• ELEVATIONS GURUDWARA SINGH SABA D i CHURCH CONSTRUCTORS e N : el WASHINGTON MO CANYON BM TALBOT ROAD BOOTH REDMOND OR BTTBE 4 PENTON WA Er aK111Mt.nM 4IF_enurttb•u anv aKn. ' . TALBOT ROAD SOUTH (96TH`AVE.- S.) 4 , 1 m s 1 1 appp ! ; pp �g bR- GVP - r>' NOP59'36E NO756'16-E '�. xOPSB]PE FOGUNE 1 t 911.05'PER R0.5.NO 94097i900f - - .� ��® _,_ ����PLAT 6 9MI11 PM( 01�—_-IE—�_ - IE515,9:„S Ud SC 3017l1 a IIb vi - ;.,.,, —--_ ' .�� '�� , --—--— I ir II : PUNiER g ;li I Z .41 I E a I '1 - - —% MM. A g. .,- � _ plor-. y a • ° I r• 9vltbv rh' 1 rII �Q`.gbf Mill 14illi0 ] 1s \o •1.0.v...........2:i„0 1o14.-00_V0r.-,,,.A ,L M. .a:0j =Y.='17ib :P y,ii"gym . :, 1 p-..,,,•,.14 , lism,..4. -0- ...lir .1,44,4 ' —.dzelellifira=0[4egrc 01 ' I, 4:. golog co ,�;� .Ii,'.--_„E>_-,_ ja.. ._11-01,„,,---.0 4..-.... 0 i '0 gwN5 PU! m „milli Is ,� �!,�07 =. a.��� r j yr"---W0-01.-w-...aiiimromillrotoplitk A z I e 0:100W1- " 4,' loin, El,1 1161%11100-6011101111 C.) �'� = j�p� .1.'‘WPWOWNIFFr - ,111111r47,A,,, gr 1 / g . c----, r �1/ Jj II %I m '=;l leri --__,20.01*.vWilMirtalqi11.11W0:44, i Nall ,a400.111V116--Ir--11 $4'''°:V4t4 1/ ''' (( ' � li '` g .G iiim=„_400,000,00000 ---ifrO.' - lAillimi ` h,:,11 YI EWSBl6E g 1 ----- -- 130 [4 ,yp 1 Be Fi aPr 'w, I= l LL O 2 r N I I c7 qg qi Boa L,. i 8Fi mm IC I'll _ ennCEmail IP NOPSB]6E 9500' GURUDUJARA SINGN SABNA OF WASNINGTON SEGA Engineers 5/16/96 c.. 5212 TALBOT ROAD SOUTHi 6Wclur„�Civil Consultingems,,,, ISSUED FOR C.U.P° RENTON,WASNINGiON L. PRELIM GRADING AND DRAINAGE PLAN non Si %, unos. • • • • • • 1 \ 8 ' \ i v1 . ti-2 \ \ \ L \ J g Ry�T1 mrr 2 \ a p \\ S 26 iS \ g j `L \\.r?" r. 1 = r t. �i =. mJ fig{ i \ 8 3 \\ \ . o o E E o o E o g o 0 • GURUDWARA SINGH SABHA OF WASHINGTON SEGA Engineers SCALE AS SHOWN 0 P ' 41>'`' 5212 TALI3OT ROAD SOUTH / ISSUED FOR C.U.P. y N -^ J* / Structural 4 Civil Cowultly{&Levee. �- • ..r RENTON,WASNINGTON — • PRELIMINARY GRADING,CROSS SECTION :"' ae.'i'bworr•`:o "'l'• ;i� -. , 1 • = o FILTER FABRIC a w RONOEA WATER n'^ REMOVE DIVING CATCH WtIN=ow G PER AND WmE um FRIER 3 • BASIN GRATE AND INSTALL 16 MA, W cm. ti \ ALTER FABRIC UNDER GRATE TH Am PLACE WIRE O.THE CATCH PAsm SO TINT THE WEE EMENDS A UY OF 1 FOOT IA EACH ODE OF THE AS SHOWN rt F�= WRE BASIN USE RICH M C.OR C ORE TILE I 8 THICK,4'TO 6'QUARRY SPACES RE YEM W1fN I/3 INCH MM. IF YORE THAN ONE STRIP OF MESH IS NECESWtt.OVERIM THE STRIPS PULE L. �+�+•,. FILTER FABRC OhR WIRE MESH. � ._ _ B F W i0 3 wtll GPAYFL If FNE RLTER/WIRE uFSH. I��.�_:' tom.&.. Phl -I r-Alf yii EII wE DE OF WA9(D GGVEL SHWED BE AT IfAST I] _ NOTES: �I '1�i1� ' CMES OVER THE ENTIRE INLET OPENING. JII _ A CONS TRACTOR IS RESPONSIBLE FOR MAINTAINING -T_ C. IF M WASHED 4wN¢FILTER BECOMES CLOGGED MOTH AND CLEARING THE APPROACH ON A REGULAR BASIS. IXISTING SEDITEM.ME WASHED GRAM MUST BE PULLED AWAY ROY THE DAFT MO CLEANED OR RER/L[D SINCE CIWTC OF 1 IE. CATCH BASIN RIFF® TER WAVED GRAVEL AT A CONSTRUCTION SIE WV¢CATRCIAT, I _ 50'MIN 2. IF DIRECTED BY THE CITY ADDIBONAL QUARRY m V ALTERNATIVE AS TIlL AND S PET BF t0 USE TIE lSA SPACS MUST BE ADDED. j `o SECWEM WIRE MESH TWA RTW DASHED TIEVfl AS Flu AND M FREM WASHED GRAVEL MP I g e ARO.°THE B4EE FABRIC Di mg 3. NE TH CONSTRUCTION APPROACH MUST BE LOCATED AT '�'I THE PERMANMEM APPROACH LOCATION, u ! CATCH BASIN SEDIMENT FILTER CB PROTECTION DETAIL CONSTRUCTION ENTRANCE NO1 TO SCALE 1 NOT TO SCALEZ .tbD-I - 2 NOT TO SCALE 3 W 2 B UB a . W En 2.-4-ROCK TA I ALTER FABRIC MATERIAL 60"WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH _ FABRIC TO WIRE FILTER FABRIC _ _ 2.BY T'BY 14 CA WIRE 2-� FABRIC OR EQUIV. MATERIAL EROSION CONTROL n FABRIC OR BY 14 GA.WIRE SWALEto 4, :.::A b 10 BURY BOiiOM OF FILTFRMATERIpL� IIII Z L1'-0'SUMP ROCK CHECK DAM �„ _- IN B"BY 17 TRENCH ' _ R -i•II 6'MA% +1 PROVIDE 3/4'-1 5- 8-MIN. CD WASHED GRAVEL BACKFILL Q TOT ux CUP STANDPIPE `y\ IN TRENCH AND ON BOTH SIDES N TOP AREA FIEVAIKN(E) OPEN MP CLgm BOTTOM `2 BY 4 WOOD POSTS.STANDARD OR OF ALTER FENCE FABRIC ON Y BY 4'WOOD POST EL J INCASED IN=CRETE BETTER OR EQUAL ALTERNATE:STEEL THE SURFACE. ALT:STEEL FENCE POSTS. 0 < FENCE POSTS. I— '_II1_ OS' ROCK CHECK DAM 4 ElEVATION FCNON SILT FENCE 5 == w I —F. . co TIE tt9w srau NOT TO SCALE N01 TO SCALE Ea= o IT ON'o Q 0 0000o e , `oo s. co J rAO Tart NFI1 0 0 =n O O e �� o�o D o yd roxASEED ROCK S SETTLING STORAGE DEPTH O 0 0 'O k ETT STORAGE Z Q Z I- 0 0 0 0 -', IY O Z / o 0 0 0 10 CB IN TALBOT ADJ, IT SD INW¢•(gZ-" • • • p�p�pOp�p�p` oECADN - <f— O �J Q 1 Z U @ OHO�O�OOO�OG,, STORAGE 4STO AGENT CZ N Y o o u_o 0 o.c e, J <ca‹ z p IC%I IF%Is vAc,¢� i' III= 1=III • --1� O I ��CAVET oortS -D TM.AO HOLES W mr o.G I /TOP EERY IS0.0 n Q Z r b 1iDECW.D.AIXN15 SINLL¢imATm wmml I TI FREE BOARD =i—p (!) O[ e INE LUGS OF THE GRAVEL CONE REMOVE SEDIMENTATION 3 FT LIVE WATER STORAGE RIND OVERROW CV Z O �( 16RUOT¢It flSlU:i r/ D v 1>Q`O- 6 C.C.BAY AFTER SRE IS STABLED WATER STORAGE cv W IX E OPEwxC —III—I V III—III—I k TUC.MEASURES - y l w w -III—III—III—III—III—II CONIC.GRAVE.BASE ARE REMOVED. SCAVATE /J - POND A .Borrow ELEV.TA)— WETPOND DEAD STORAGE D.GROUND- NDIIS AS REQUIRED 11 ` _J I A.MADE A WIMP UNED SPILLWAY.S'MB!ABOVE STANDPIPE OPEN TOP �IIlL. 3 CONNECT TO NEW �Z �_ • 6 2 A MULTIPLE PINY RIND SEPARATED BY PERVIOUS GRAVEL WNDOW WILL BE REQUIRED r CB W TALBOT RD 4' •J,:: IN IMMIOON POND/2 TO CONTROL AND TRIP YDBEM.AND M REDUCE DISCHWOE ENERGY B O.POND CWRILIFRSTICS SUCH AS DESIGN VOLUME.MEOW.OIRROW,TA HEAD SEE PLAN / d C SHOWN ON THE PI/MS r�,./I V e A THE OUTSET PIPE DIMIETEI MALL LATCH OR PERMANENT PM OUTLET PPE a SLOPE 4 R SEDIMENT f17ft LEDGE 1 Y STORAGE AND-SEEP MI MS k POND DATA TABLE IEA�B/Tz/„I F RIND POND BOTTOM(A) WATER STORAGE a(B) OVER FLOW EL(C) SPUTA'EL(TR REIN EL(E) OMET INN EL(�I rNESE PLANS ARE•AFC CITE FOR REMOVE TEMPORARY GRAVEL CONPORMANOE Y61N 11E CITY OF RENTON +I 14J.0 1490 149.0 149.5 150.0 IN.O RISER&OUIFALL PIPE AFTER EN6INESRM6 DIVISIONS REOUIREMENT5 G - PERMANENT STORY SYSTEMS e DETAIL MUD.TESTED k APPROVED SEDIMENTATION POND SECTION 7 Apprwe4D9. NOT 10 SCALE 6 NOT TO SCALE / Date Approved, SANITARY SEWER NOTES 9 SPECIFICATION'S accorderce.ith Section-I-113(12E a 7-113521F of the Stadad Specifications 5. Datum shah be SAGS.unless ahem..tpproved by City of Renton 5 Approval of this plan is for erosioNsedimentation control only.It does not relorno eed In I above. L All not materials shall be in condocnese n rdom lth the sta and speclfkatlora Department of Public Works Relere benchmark and elevation are noted on titute en approval of storm aanaye design.size nor location d pipes, a of the City of Renton Wilt,/pepot ent end the latest edition of the the plan. restrktors,chamois,or retention facilities 0. A precasWctbn conference Is required prior to cry construction A mhinun 5 c' YSDOT/MWA ymdads and Specifications. of 3(tree)naking drys notice is required for scheduling.Prior to schedArg' i ci 6 All sedimentatonleroslon Facilities met be In operation prior to clearing and 6. During the time period of November I throve),Mach Al,all project disturbed the prawn a permit Information sheet meat be supplied to the Utility Engheer's in to 2. The Furs of cork An the street right-of-nay shall be linked to 8,30 am to 3.30 brldrg coretraetian,and they nest be satisfactorily mallalod until constriction soli areas Teeter than 5p00 spare Feet,that are to be left marked far more Office.Twenty-four hour notice mill be required prior to'tenting ran 41 a 2 vv m weekdays mless olhemsbe apprwed In wrltVg by tin Department of Is completed end the potential For on-site erosion has passed. then teelve(12)hours,shall be covered by mulch,sodding,or plastic covering. construction. Polk Works at 235-2620.All street closuea,patai full,shall bo approved by no m w the Depatme t of Rbllc Works 24 hours In advance.The Police Department, 7 All retention/detention facilities must be le ailed and In operation prior to or In T. In ay area rolch has been gipped of vegetation end Where no further work 6 II. It shall be the contractor's reepoebliby to secure all meassay permits prier to u N,, Fire Department,ad 911 shall be nottled 24 heirs In advance. junction Nth all conrtract n inn,Say unless otherwise approved by the anticipated for a period of 50 days or more,all disturbed aeon must be stating caetructIon. In Department of ftblla Works,Storm Water UtIley. Immediately stale)zed win mulching.Tms pimtng or other approved erosion 3. All castration shall be In accordance Nth'Cha.1.d Washington pacification,for control treatment applicable to the the of yea In question brass seeding alone 12 Installation et corporate stops,eater services,Thee and meters shall not be dens Mx tcpal Roll Yorks Construction'prepared by Washigton State Chapter 8. brass seed may be applied by hydroseedlrg.The gross seed mixture,other than ell!be acceptable Only during the months oP April Uroue September Inclusive. until all service pavements,meter applkatWm,construction permits,and parent American Rblk Yorks Association,latent edition( ES°end City of Renton Goy of Renton approved standard mixes,stallsubmitted ty a Landscape Seeding may proceed,however, enever it b the interest of the permRtee,lot of fees have been made to the City of Renton. d S ade Specifications. Architect and approved by the Deportment off Public nh Yorks,Rorm Water Why.hy. mat be augmented us mulching,netttg,or other treatment approved by Me City of Renton outside the specified time period. !3. All aernston to existing mains to be ved mpllshed by the City oP Renton,except 4. All Iacatans of exletlq&lite,Morn are approximate and k shall be the 9. All and appurtenances shall be laid on a properly prepared fonS adorn h 6. For all eroslon/es.a fasten control ponds Were the dead etorage depth eel taps Mich maybe made by approved net tap contractors na n prior approval contractor's respaerol ty to verify the true and correct location so as to weld dance eith Section T-023(!)of Me current State of Yiclode n n Standard exceeds 6 Inches,a fence,a minnum of 3 feet hian 6 required,with 3.1 side from the Deportment of R blic Yorks.All necessary excavation ad materials to damage a disturbance. a of For Road ad eridga Construction.This shall Include necessary lopes. be supplied by the contractor and be on-she pry to slug ronikallors. leveling of the trench bottom or the top of the forlotion material as well as A. 5. A proonetructbn conference ad a 24 heir notice shall be req red prior to placement and compaction of be sd beddIng material to uniform grade so that 9. A temporary Tavel d oWetbn entrance,24'x 50'x 8'of a to 6-Inch quart' I4. Inspection null be accasplened by a representative of the City of Renton.It Mall Toting con eerebvctlan.It Mall be the contractor's resporeolllty to secure all the entee length d the pipe mill be supported on a uniformly dense uyield spans shall be located at all points of vehicular Ingress and eaves to the be the contractor's repomnalky to notify the Utility Department 24 hours in a SWy permits prior to stating construction. 111 beethe c nl!l be acomplbhed base.Al pipe bedding shall be AFYA laces.C.,rah the exception of PVC !ruction site. advance of bockf!l ling all eonstructbn. a contractor as wen m the Engineers \y o by a gxesentatae of the Gty of Renton/It shall the contractor's ape.All trench back/ill shall be compacted to minimum 95%for pavement and 3 B shall keep as-built darning,. - espaetmcct to natty the Utility DepartmentDepartment24 hours In advance of bockflllFg structural fill ad 9 otherwise per ASTM D-1557-70.Pea gravel bedding shall GENERAL CONSTRUCTION NOTES(LATER LIME) - 11 conetnation be 6'over end underer P.V C.ppe. 15 Contractor to provide plugs end tempaay blonroFF assembles fa testing ad ;.-1 _F. I All nark material shall be In conformance with the standards and specifications of purity acceptance prior to Final tie-in 6. Contractor is solely respa able for Ira meae,methods and sequences of l0. Galvanaed steel ppe and eknnhized steel pipe fon ail drainage failitos shall the City of Renton Utility Deportment and the latest edition of the _ e constriction end tor the safety of corkers end others on the ccnsWction site have asphalt treatment sl a better Mara ad aMide. WSDOT/APYA Standards end Specificatbm,m approved by the City of Renton. lb. All joint restraint systems(shackle rods,nuts,bolts,eta/shall be aim me utatued construction / - A set of approved plans shall be kept on site at all times dreg coction by the Ste MauFadrxy Company of Columba Ohequal io or approved In j 7. It shall be the respaeblllty of the contractor to obtain street use ad any other I. Strictures shall not be permitted ninth 10 feet of the spring lie of ay storm eriting by the Deportment of RRbbllc Works. .,...I e related permits prior to any construction. aralroge pipe,or 15 Feet from the top of e y choral bank 2. The hoes of work in the street right-of-way shall be limited to 3.30 am to 3:30 tag9 „'o pm on neekdaye Woes otherwise approved In writing by the Department of IT Asphalt ad concrete street paving shall be soot to a rifleman depth of tea y S. Plan approved by the Lay of Renton,Falk Woks Deportment,shell take 12. All catch basin grates shall Sc depressed 010 feet bean pavement level. Pblic Yorks at 235-2635.Al street closures,patio!a Full,shall be approved by inches Oil mat streets maybe spade at,All surface concrete,pavement, u ' precedence over all other plans. the Deportment of Public Yorke 24 ours in advance.The Polk.Deportment, sldenalks,curb,gutter',ad drloency of/prow-Ms shall be sarcut toe minimum W m 3 5 13. Open cut road crossings through Istia public.right-of-noy nil not be aliened Fee Deportment,and 911 shall be notified 24 burs In advance depth of too bches or removed to an exist expansion Joint 9. A caps of these approved plan must be on the Job site eienever coreWction is leas speelfkally approved by City of Renton Department or Public Works, a in proper.. Design Engi ear. 3 All locations of existing veliites shone are approximate and it shall be the ID. A tmporay cold mix asphalt patch shall be placed on the of Mal < \ m contractor's responsibility to verify the true and correct location so m to avoid ex Nan With a permanent,sealed patch to be piped,todCCitty of Renton policy, >1s 10. The contractor shall provide the City at Renton sth an as-built drawing of the 14. Rock tor erosion protection of roadside ditches,where repined,shall to of sand damage or disturbance.For utility locate call 4b-lours Locators,I-8W-424-5555. rllln ten days.Call For subpado inspection prior to plocenbM of Frei patch. 's./ C ' seamy eerier system Ankh has been staved ad signed by a licensed quarry rock placed toe depth of!foot ad most meet the folloning Trenches mill not be left open over night without prior mitten approval of the W professonal engineer an licensed professional surveyor. specifleatiore 4'-8Y40%-90%passing 2'4 rak.130%-40%pausing;end-2. 4. An rater/soh ppe to be cement Med ductile iron pipe eanramig to AMIN Inspector. W an a I0%-20%paesIng. C110 d GII latest revision,thlckness Close 52.Cement mortar lining and I. Backfnl shall be placed equally on Loth sides of the pipe in layers nth a loose seol coating shall conform to AMNA CI04 or latest revision.Ppe Joints to be 19. For Goy projects such as telemetry conduit,the PVC ppe used shall be schedule age depth of b Inches,moxlnn.en depth of 8 banes,thoroughly taping each 15 All building downspwte and Footrq Oohs shall be collected to the storm posh on or mechanical Joint.Bedding to be Glass C All ductile Von pipe 40 In unimproved areas ad she o under der Improved areas All chemical 1 6 95 percent of madman density.These compacted layers must extend for Oalnage system,unless oar oved by the Deportment of Public Yorks,Design atoned South of Sweet Blvd.(5rpre ray,SR 900)and West of SR l61(East process lines shall be schedule 80 PVC ppe. ase ppe diameter on each side of the ppe a-to the side of the trench.Materials Engineer or Storm deter Utility A accurately dimensioned Certltod asaaulil Valley Freency)or In soils of him resistivity shall be polyethylene nrgryed per to complete the Fill over pipe Mall be the sane as described caning of the evince system will be submitted to the Goy of Renton open ANSI AWVA.C105-17 Stadods. CONSTRUCTION SEQUENCE conflation. , ' 12. Open at road crossings to utility trenches on existing traveled roadnoy shall be 5. Cost Yon and ductile Van Mtge shall be cement lined,pressure rated as noted I. BEFORE ANY CONSTRICTOR OR DEVELOPMENT ACTIVITY,A PRE- back/nlled moth crushed rack and medmically compacted Cuts into the existing 16. Issuance of the Bulldog or ConsWctian Permit by the City of Renton does not on plans,and In accordance with ANS!/AYUYA GIIO/A21.I0-82 Cement lining GONSTWIC5ON NDETIN6 MET BE HELD BETWEEN TIE CITY OF RENTON, asphalt shall be routine cut nth sae VI a continuous line A temporary mix relieve the over of the wntllsng legal oblgoltion and/or liability cemected shall be m e.ordmre nth AN51/AJY✓lA GI04/A214-35.If Fitting s are 3 THE APPLICANT AND THE APPLICANTS CONSTRUCTOR REPRESENTATIVE aatdm ng deraamd Verify vortical and horizontal notations of all existing t be placed immediately titer bock/ill and cmpactbn.A permanent Nth storm surface eater dispaeltion.Faber,the City of Renton does not accept inches to 12 Inches in derneter and hove mechankol Joints,the fittings shall be In2. hot el peke shall be placed within 10 dapand shall be per City of Rental any obligation for the proper foctionhg maintenance tence of the system provided p Nth either ANSI/AWWA G1o/A2l.lo- a b2 ANSI/AYm'IA verify' contact al utility companies that may be effected by the current aladard'. der ono Wclbn. cl /A21da5ce Nth3-bar.3 Inch to 12 ncn eiawter fittings Mich have mechanical joints proposed construction.The one ca11 rubber is 1-b00-424-5555. Z and/or flanged Joints shall be In accordance with ANSI/AhHWA C110/A2110 2 O 13. Datum shall be Loy of Renton,U.SD.ad E.S. Il. The Contractor shall be responsible for providing adequate safeguard,safety or a cambmat4n of ANSI/AMN 21.10M and ANSI/AMA 3.Maintain al existing utlllty services during construction 4- devices,protective equpment,Naggers,and ay other needed ono c n to protect G153/A2153-84 such that Me portion of the fitting nth a mechanical Jolnt(s), 4 Verify odes to cansWclbn.flag I IMlts 14. Ail disturbed cram shall bebin seeded and mulched or of ernbe Maltase to the the lift,health,ad safety I the Ile,and to protect property n connection"nth may be in as ordxa jeithoint(s) ANSIbe in accedence -34 and that portion or they g priorag clewing Z satpieboe or the Department tor the prevention of on-site erosion after the - Me performance of cork covered by Me contract Pry k MMIn the traveled fitting with Flanged Joints)shall L In accedence with AN51/AYWIA 5.Install stabilized ceneWeten entrance. _- completion or coreWctlen. righf-of-nay Nat may interrupt normal traffic Flow shall require an approved GII07A21.10-82.Acceptmce testing In accordme.nth section 5353 of 5 traffic control plan by the Traffic Engineering DNblan o4 the Deere 1- t of 0110 A2Y6132 Mall 3-34 I doh thehetoo tract of d trensfWA 6.Install filter fdurk fence as ideated on plan. 15. All ppe and apporkflows shall be laid m a properly prepared tandatkn In flblic Yorks.1,shall apply of the YLSDA.T.Stadad S f the Deportment meat of, GIIO/A21.10-82 shall be obtained by contratar and trmsmltted to the arver. Q aaordace nlbm SeeGm 7-023(U of the current State of Washington Standard Tref Pic Centro], apply T.Install effete catch bash protection. - Specfkabre for Rood ad Bridge Construction.This shall Include necessey 6. bate valves shall conform to AYU'W C500 and shall be Iron body, D.Cleo t grub seas of the site to be rough waded of filled. tL beveling of be trench bottom or the top of the foundatlm material as wen as IS. Special evince measures roll be required if the project Iocatcn le within the bronzed-mounted. double disc nIMon bronze eedgig device and 0-ring stuff., O bm om ment and narration of negated bedding material to uniform grade so Mat aqueer protection area box Valves shell be designed for a minimum eater operating pressure of 200 9.Construct sediment Interceptor emcees ad check dare. cMYe length of the toe calm d anuniformly supported auniformly dense unyielding , PSI.Gate valves shall be Glow List 14,Weller Company NO A2380,a M z H. IO Remove unsuitable hearing material m required Q= .Fpe bedding shall be pea gravel 6'above ad he bells the pipe. All valves 12'in tater and lager,shall be installed in a vault.See eater == EROSION CONTROL NOTES standard detal fa 12'bate Valve Assembly Vomit and 1'Bypass Installation.tallation. B.Grade ad pla acceptable fin as required and compact acess =CCI 1- 16. 5mitoy sewer ppe still be polyvty!chloride(PVC)rttber gasketed A5T4 P drive slog-ode as Indicated an the o-anYgs.Mta11'form .Q 0 •36J4,500 35,or ductile has class 5CJ I. BEFORE ANY CONSTRICTION OR DEVELOPMENT ACTIVITY OGGJRS,A PRE- T. Fre hyd-ants still be Corey aye(opening With the pressure)confamig to conveyance system Drect all sok.eater to tie proposed catch CONSTRUCTION MEETING MET BE HELD MTh THE CITY OF RENTON DEPARTMENT AWYN 5-504-60 n!th a 6 inch inlet and a M.V.O.of 5 inches,trio 2-1/2 inch bash No ecentrolled surface cater shall be aliened to leave to I7. In unimproved crew,manhole to extend minimum 6 Win and maxlmm it Inch OF RELIC WORKS DESIGN ENSIIEER. hose nozzle'With national etadad 1 Inch,60 degrees V,treads,0D.thread Mice at ay tine during be grading operations.UNe catch basin =Q t-U above fhbhed Tea.In paved area,cover must slope in all directions to match 4875 and rat donator 46263,I-3/4 inch pentagon operating M opened by sediment filters to capture sediment pea-to discharge. Q Z ~ paving. 2. All IMlts of clewing ad or of vegeta ben erervatan ce pre salad on the turning counter docketed(left) 12 O 0 plan shallclear flagged In the field ltl observed during roW ing coetan. !2 Install we utllitles,finish T NM ading o ad construct asphalt paving 8. All eater main 10 Inches and smaller to warmish a Merton cover of 36 Inches areas access drives,'aeria l.,cubs ad grtters,alter building c(3 C0 z GIN OF RENTON ' 3 All requred sedimentation/erosion control Facilities met be castrated ad in belon finish grade.All eater main 12 Inches and larger shall beat a minimum of permit Is issued. Q 1 STORM WATFR PRAINAbE NOTES 11/30/D3 operation prior to lad clearingmd/a other construction to More that Mere 48 Inches belon Finish grade. ere utility conflicts occur,near main are to be = laden hater does not enter the natural drainage system.All erosion ad sediment loaned to clear. 13.Complete stablizaton In accordance with landscape alas. c/O N a I. BEFORE ANY CONSTRUCTOR OR DEVELOPMENT ACTIVITY ODOURS,A PRE- facilities stall until ll maintained in a satisfactory condition Muth time that 14.Remove excess excavated materials,trash debris aid caste materials Q not Q A MST MEETING ST BE IELD Y1TN THE UTY OF RENTON DEPARTMENT clewing and/or carstrpdan and is completed potential for melts erosion has 9. All rater mars six(6)inches In diameter ad lager shall be cleaned Nth pipe an an d dispose or In authorized location at no cost to the onner. --I Q OF PUBLIC WORKS,DESIGN ENGItffia. pmsed m The Implementation,maintenance,replacement ad additions to leaning'PIGSS'prior to disinfection.The'Poly Flgs'shall be brad Industries r 0 Q Z Ion/sednentatlon control systems shall be the responsibility of the permittee. Aqua`Saab-AS or approved equal,2 Ib/w ft density foam min 90A erometer IS.Clem storm O so alnege system of all dbnent and debris im 2. All core6alan shall be in accordance nth the'1983 blended Specifications For urethane rubber coating on the rear of'PIG'only. PIGS'shall be cylinder Ib fbnntain temporary erosion control facilities until site is completly W cis Z Q Road,Bridge MNcba Construction'prepared by W .O SD .T,and Mand e 4. The erosion 'edlmontatlon control'ysteme depicted an this draining are shaped Nth bullet nose or spare end.The City n assistull assistt}n contract. .tor who stablized =N W 1- R American FLblc Yorks AM latlon(APIRN, amended by the City of Renton Intended to be minima requirements to meet mticpated site conditions As well perform the clewing operation. �x�In-a Qv N 1 Department of P.blk Works. construction processes and unexpected or seasonal conditions dictate,the will tome steal l y anticipate that more erosion and control on adorn control Fallltiec 9a. All rater main ad services shall be pressure tested to a miMarn of 200 PSI or 3. The alarm drat-age system shall be constructed acaarding to tin.approved Alms will to necessary to Insure correlate slltotlan en the proposed site 150 PSI over operating pressure,In accordance with the specifications of the City - 2 Mich are en rile In the Deportment of Folio Works.Any deviation 11 the During the course of construction,II shall be the obligationad rmporeronity or of Renton and the Yb hrgton State Health Department.All presxre testing a approved plan mill mare written approval from the City of Renton Department Me permittee to address my new conditions that may be created bJ Its arc lvltles shall be done In the presence of a representative of the City of Renton. r a 9 of Ruble Plonks,['ea?)Engineer or Storm Voter Utility. ad to provide additional fa0vlm ties,over and above mum requtements,as /►•'are maybe needed to protect adjacent properties and eater quality of the receiving 9b All eater main and services shall be disinfected by the lie Non of a 50 ppm S4. A copy.there approved place most be on the Job site Wenever construction Isgre h pro drainage system. (Minimum concentration)chlorine/water solution.Dry Calcium Hip chlorite w sun ". shall NOT be pieced In the pipe as Iola atone shall be m}ered/injected In SP pg IFKPWEll 3/T2/1/ 8 C NF PLANS EARE MTH THE FOR CONFORMANCE WITH Tiff CITY OF RENTON EMI/EVENS DIVISION'S REQUIREMENTS C= 6 - b Approved By. Date Approved. • ri ... I .,.• ....o• u, u u .., o, 95 1 5,5• 1 .. .. I I I d.. d•-•—i, ..g /.2. --d. 1 I PI R. k , C-- .....--.11 ;• , •?.$1 I ---- ,... e. I . ..., :. _ * 11 '', _ - . . T g . 1 — . • 0,_a j30..;o. 13010.of 1...4 ,.. ...._.-i. . 0 t• 1 It 1 • 1 • . ..-L ..._ y, II r. g ,,, I 5. .5 ; v •• • :.• OIS• 3,3• It,t 5.5 5, , s i • •9 9 .1 I...., . ° X I•, .1- 01 • > ' a_._ 7i 0 • .-- m 0 .I V'-7 • a:- - 11 I4, 0- , ....- , .0. i 3 IO• ....__RIO. '• O., - - i • 5 2 t 11 V rn 1 v d— X !,. I 7 . 1 :iv _____, , _ __.... 1 11,__„ :-, .. , — -'''s • r . Ti I i... .7;. -- S 1,--.------ ——7. .. ., • 05. tLico• I .•2_, ,1 • 100, OV.RO OLFITII ITI n n n n • • COLV4 TO COI I. • - _...._ CATO nevision S.56 MAIN FLOOR PLAN PART A G URUDWAR A SINGH SABA CHURCH CONSTRUCTORS _ >1 of WASMINOTON IMO II.1.1.11 - - CM RE.O.OR/..• - - - - • I MO TA DOT RO.901/%1 - _ RENTON WA .1 - - ....-I 0 ��o.o I yIo.e • „r W O.c wx ra ca+,wago w o 11 F r xo x r o we.a rec0w0 0 •0. • i iN.,0..0 i I I I I i 1 , s • + • . ' _ ❑- f v g s S- s €U a/ L _I , YI - f . l. 1t ) N1 C t T 4 7 x --- x n W.w Ta, -- — 1040444m• 1 } ,.. 1__ 1 Or 1 .to. ,D ,r..�o 1 ,. ,• •. „ ,,, } n�r0 --- h n n n n , I, w r..! t � � w• w• w D a.eWI . � CI r ammo, • MAIN FLOOR PLAN PART B GURUDWARA SINGH SABA — - — D" DI WASHINGTON CHURCH0 0C II OCANTOR ORS N ' ,Elx TALDOT ROAD SOUTH REDMOND ON NM ti RENTON WA ... ;7-1--,- 'm - ---- ---- . 111 • . . . • LL.i6Q•.., ±. .L. =•:_:. ... _ • • 1 • i li I 0 LE2 1-1: . . . '2 ec, 8:1 ... rz ... , ..,. , . .. f •“5- 0. VT 74 o. 116. 1 1 1 j l 1 I TO WT. /14.1 I 1 1 1 I , _,..,SOSO• ,6050• SOSO• 6050• I SOSO P :(10•0 P 6050• 4050• ...,6050 PO 6050 P _ _ , ..- II I .:( CO Cr/ il I I CD . 11 6 ;; ADULT CLASSROOM a I. . .,.. S M ; =II=il ."'"."' I=I Cr l '; :: 1 1: = C.9 I • _• =., ...-;.,-_-. -- -. -- --- 1._; nP „-- i ----- — -------- — — - - 3020 P -----; . . .IIIII .. i, • , ME= 'UMW I . 1 i I=. Z il 5 1 MIME cc- ,' - VG' so' i 0 f4,o. 1 • DOW •O. .".' ze,e- 4+o' UPPER FLOOR PLAN v•-,,zo- • •NEET s A7 l' .7 . • • —_I U U U U UR. ~ 0 0 0 „r (5— 0000 f a a =. -000 .i IBC 1 o. 1pc_ 1 , y m , 7 . 11a s 8, . C 7 �"� �{„� OA ice--- - 4 a 0 a..—' 0 I m ' s 1 Ar _: --ri--. _,._:, . ,. 6 ' {III , ti-, . 2 e ; n n n n ,, �Yo .0 w0 u0 00 A we•I .. , " LOWER FLOOR PLAN PART A GURUDWARA SINGH SABA >' O/WASHIN OTON CHURCH BBCCONSTRUCTORS 0TON W" NM TALBOT ROAD BOOTH REDMOND OR BOOB H RENTON W. N TO OS IMMO LOW — r b° L i I _1 N° 1 E. # u ❑ — U ❑ ■ t 1I-1 1 e 000[ ''''K7. I, a R, 6 _sue = O m n53 e J F a a J Ri —1 C Ek s s • � :L1 . _— Fs m 1 E. l 2 000 • jy _ra._ n n n DAR LOWER FLOOR PLAN PART B GURUDWARA SINGH SABA •�] ] D.1 of WASHINGTON ion N WORTH CHURCH CONSTRUCTORS WO TEEBOT ROAD!0°M RE°Y°NO ON°rrl. -1 RENT°N Mt -- • SHEET INDEX LEGAL DESCRIPTION: GENERAL ENGINEERING NOTES LEGEND CS SHEET INDEX PLAN THE WEST 520 FEET OF THAT PORTION OF THE NORTH 60 FEET OF THE SOUTH 1086 FEET OF (1) EXISTING MIRES AND UNDERGROUND STRUCTURES SHOWN ON THE • MD IKBL0 S OP LS FLORA 0 THE SOUTHEAST OUAATER OF THE SOUTHEAST QUARTER OF SECTIN 31,TOWNSHIP 23 NORTH, PLAN ARE BASED UPON THE BEST AVAILABLE PUBUC RECORDS AND/OR 0 MD AMR a UP LS LIINR6 w 6 o C2 DEMMON MID TESC PLAN RANGE 5 EAST,W M IN KING COUNTY,WASHINGTON,LYNG EASTERLY OF THE EASTERN MARGIN PRIVATE RECORDS AS SUPPUED BY THE PROJECT OWNER AND/OR DATA ) Pm.WAY OR NAME OF COUNTY ROAD NO.80 AND THE WESTERLY 104716 FEET OF THAT PORTION OF THE NORTH OBTAINED VERBALLY FROM OWNERS OR OFHTCINS ASSOCIATED WRH THE 0 FINER TUN90MRR AQA N N C3 ROUGH GRADING PERT 95 FEET OF THE SOUTH 1026 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER PARTICULAR UTUTY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE OF SECTION 31,TOWNSHIP 23 NORTH,RANGE 5 EAST.W M.,IN KING COUNTY,WASHINGTON, ACCURACY OR COMPLETENESS OF OF THIS INFORMATION AND ASSUME NO ® 02TR0 EAR C4 SITE CROSS SECTION FUN LUNG EASTERLY OF THE EASTERLY MARGIN OF COUNTY ROAD NO.80. RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PIONS. CR 04404 FU OTHER UNDERGROUND FACMIES NOT SHOWN ON THE DRAWINGS MAY BE . CS EROSION CONTROL DETARS PLAN TOGETHER WITH; ENCOUNTERED DURING THE COURSE OF THE WORK. All INVERT ELEVATIONS POLE SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR GUY WA N C6 STANDARD NOTES LOT I,RENTON SHORT PUT NO 068-87,RECORDING NO.88062195005,SAID SHORT PUT TO CONSTRUCTION #. STREET MIT DESCRIBED AS FOLLOWS: 1 (2) IF CHANGED CONDITIONS ARE ENCOUNTERED,THE CONTRACTOR SHALL NOTIFY CO MORE OR CMS PEDESTAL THE NORTH 236 FEET OF THE SON 931 FEET OF THE EAST 837.16 THE ENGINEER PROMPTLY OF(1)FROSTING SUBSURFACE CONDITIONS 0 MR AN CAME VAULT OR 01 FEET OF THE WEST 1077.16 FEET OF THE SOUTHEAST QUARTER OF OFFERING FORM THE THOSE INDENTED IN THE PIONS,OR(2)PREEXISTING (,) EWE RAIRRNE THE SOUTHEAST QUARTER OF SECTION 31,TOWNSHIP 23 NORTH, UNKNOWN SUBSURFACE CONOMONS,OF AN UNUSUAL NATURE,DIFFERING RANGE 5 EAST.Wll.IN KING COWRY,WASHINGTON. MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED ® N.ATR AHAB \m TOPOGRAPHIC SURVEY PROVIDED BY: AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. MAIM R¢M o TOGETHER WHIN A NON-EXCLUSNE EASEMENT FOR THE INGRESS AND THE CONTRACTOR AND/OR OWNER SHALL MAKE NO CLANS TO THE ENGINEER FOR 0 NNaIU2-EM£R OR THAW a g°m SADLER BARNARD&ASSOCIATES,INC. EGRESS,DRAINAGE AND MUTES OVER THE NORTH 25 FEET OF THE RECOMPENSATON FOR EARN WORN RESULTING FROM CHANGED CONDITIONS 31218 PACES HIGHWAY SOUTH SOUTH 931 FEET OF THE EAST 210 FEET OF THE WEST 240 FEET OF UNLESS DIE ENGINEER HAS APPROVED THE WORK IN WRITING(WSDOT SEC 1-04.7) (50 RRNDIE-DRAIN OR SUER A 0 FEDERAL WAY,WA 98003-5496 THE SOUTHEAST OWNER OF THE SOUTHEAST QUARTER OF THE SAD In UM U5W OR NET m (206)941-1599 SECTION 31. (3) THE CONTRACTOR SHALL GALL THE MUTES UNDERGROUND LOCATION CENTER FOR ® MO OWN DR MN'TILL 0) > e BASIS OF BEARINGFIELD LOCATION OF ALL UTILMES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL ry U TOGETHER WITH A NON-EXCIDSNE EASEMENT FOR INGRESS MD KNOWN UNDERGROUND FACMIES IN THE VICINITY OF THE PROPOSED WORK HAVE 0 MIER LEAN OUT i-I RECORD OF SURVEY RECORDED UNDER NUMBER 9409229002. EGRESS AND DRAINAGE AND MUTTS OVER THE NORTH 15 FEET OF BEEN LOCATED AND MARKED. IF THE UEUIY IS NOT A SUBSCRIBER OF THE •"'N U •IN BOOK 100 OF SURREYS AT PAGE 90. —E— O'ER MEAD¢[CIAK uxEs • LZ.0 _ 6 TA THE SOUTH 946 FEET OF EAST 1047.16 FEET OF THE WEST UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SCULL GALE INOMOUAL —X— C.LP.M WC EWE 107716 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST NOTICE TO THAT MUII'.(WSDOT SEC.1-07.17 AMA SUPPLEMENT) r-1 PI LiDATUM QUARTER OF SECTION 31,TOWNSHIP 23 NORTH.RANGE 5 EAR, W —O m FIRE I-1 9 CITY OF RENTON.RR.SPIKE 36'UP FACE OF POWER POLE/316086 WM.INKING COUNTY,WASHINGTON. (4) THE CONTRACTOR SHALL DE REASONABLE PRECNMONS AND EXERCISE SOUND —G WIREW 41 WEST SIDE OF TALBOT ROAD STATION 114435.ELEV.=137E5'(NAOB) ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK THE —W NNTRuxE EQUIPMENT_USED PMSUBJECT TO RESERVATIONS CONTAINED IN DEED EMCEED BY CONTACTOR SHALL PROTECT EXISTING PUBIC AND PRIVATE LIMES FROM DAMAGE - QUIPCIS 304TOTAL ED STATION/HP-IBG%DATA COLLECTOR NORTHERN PACIFIC RAILROAD COMPANY,ET AL,RECORDED DURING CONSTRUCTION. IF EXISTING UTIUUES ARE DAMAGED.THE CONTRACTOR —SD— Dow OCTOBER 22,1883 UNDER AUDITOR'S ALE NO 3247. SHALL DAMEOUTELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR —5— Mum EWn r SWNL RESTORE THE MLR TO RS EXISTING CONDITION.(WSDOT SEC 1-07.17 PROCEDURE USED SUBJECT TO EASEMENT FOR INGRESS,EGRESS,SEWER.MANAGE MID APNA SUPPLEMENT) THE CONTRACTOR )— ,E `J IS RESPONSIBLE FOR THE MEANS AND THE ( FIELD TRAVERSE&DECTRONC DATA COLLECTION AMITIES AFFECTING THE NORTH 15 FEET OF THE ABOVE DESCRIBED METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PIONS. _e_ WOW.OR POETIC CONTROL SIGN PROPERTY,RECORDED OCTOBER 25,1966 UNDER AUDITOR'S FILE b' VAX IKTR • NA 6099140. (5) WHERE THE PLANS CALL FOR MUFFS TO BE RELOCATED BY OTHERS,THE A Gl5 vALVF OR US IM IMfa2A CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO TOGETHER WITH THE NORTH 146 FEET OF THE SOUTH 931 FEET OF . AS TO AVOID CONFUCFS UN MU1ux M t%M WOE THE WEST 240 FEET OE THE SOUTHEAST QUARTER OF THE SONHEAR V FWUINO SP TIMER . VICINITY MAP QUARTER IN SECTION 31,TOWNSHIP 23 NORTH,RANGE 5 EAST. (6) ALL EXCAVATION.TRENCHING,SUBGRAOE PREPARATION.ALL PLACEMENT.AND ALL W.M.IN KING COUNTY.WASHINGTON. SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLLANCE WITH THE - /� EXCEPT THE WEST 3D FEET FM COUNTY ROAD, RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT " PROJECT SITE SITUATE IN THE CITY OF RENTON,COUNTY OF KING.STATE OF GEOTECHNICAL ENGINEERING REPORT. WASHINGTON ID EXCEPT THE WEST ID FEET THEREOF AS RECORDED UNDER KING (7) ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND COUNTY RECORDING N0.8711180707; VAULTS MUST BE PREPARED BY THE APPROPRIATE PROESSIOLN ENGINEER .AND IS NOT A PART OF THESE PLANS LAN Z A r TOGETHER WITH AND SUBJECT TO ANY EASEMENTS,RESERVATIONS,OR RES7PoCTONS OF RECORD. A C.)(8) CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL D SURVEYOR i— ��� ® TO REFERENCE DUSTING MONUMENTS ON OR ADJOINING ESTABLISHED 540 POINTS AT PROJECT COMPLETION MS REESTABUSHMER SHALL BE DOCUMENTED BY Z s vTx Si RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION ON PAID TO kn Mil RECORNER RECORD AS DESCRIBED IN WAC 332-120. Q wv . I1 Q 0 N N =a zOo `nf.' ',. z Q~-= Q V W9 J _I a_ nQow 04NZ a \nAPFY Z r .*rIA y , A • IDIMEVI 3/12/9/ THONG PLANS ARE'APPROVED'FOR CONFORMANCE WITH Tiff CITY OF RENTON - ENGINEERING DIVISIONS HEOUIREHENTS C- Approved EN. Data Approved A. u n.a-el D.A.;!at 19,lute rae am leer:Iw.w ua:n-ae. + + TAI',I30'I' ROAD SOUTH (96T11 AVE. ti.) ,. p. ayx 2d� av - 6 ------ 7 fLL11N[ NIM1.11.1•1 ,�.—.rev - - II NII II IN IIN IIAI O 9oN1i PAID 9310.'v P11.NOS NO 9eU9129JL2 .0 - - - - _- i - —. .- - 6FLN PI/J! L. _ _ �Q !. _'..__ \_ 1ULIIM. Y;I llli 7 I/4.1 1/17C 71.12R IEf,YY. Cl) ...,._ . . IT, . _,,,,ty./...‘„:_za4r,..), ,,.:,is ilEI RMINF I mo- �Y 1 ''=� 5 �� -;1--. �o-oYOmmG+Caco-oO'LC]oo _v—__.___� 111�\\ __—__— —I g9 f-- rL_ _I .A�.P.T ;I 4, — R. p 1 0 1 P="--ter'"IA-..F3 / mi l oil I oo -- 1 .g /__ I P 1 I I ` � I P i f\ A o, ,vr— I' o I - . -I - 5 / g I / // r=-_—- - -- -- — no__.I7r,,,-v E I • — ( -- 1—m ________I1 -- FH i /- / . Y. �._ IX _ _ ,— - m $ f 1'I �i .-4, "s I Imo\ r a �- ae N �O I __ �\ r ' unl -- - ' I / �1 r3� l' 1.,• ___________.... „ . i \ i ,ye, 11 I�-�-•t i x ( Ili r-.:- i -q -\I I ow goal _ �L r �/ o--- ,,r y .,1 1 I---- I -_._ ` 1�11�r _ 1 I 1 • 1_____- i tl _ u1 �(a�/ /` ��• B , tAusd„wrmr&, 1 --� �� � % fi 1 _ 1 � l PV0SB3b't :IeU __ __r__—r� !p - Jh0 YS P1N1 15'l F. NWsd'3ti! YSUU' _- .. SIKI- TEMPLE SEGA Engineers 4/19/96 / b' Cl n,e•. 12 g TALI3or ROAD / Structural x Civil Consul., xeloe.e. C.u.v. $ ' N `• . ti Renton,Washington 4=• N DEMO AND TESC PLAN C.Y3e861 01soE1017•1 losn1Ul.n.eM2 + — — — + y no IP{I 9•I•/1,m M It 49n!A an.Yr I.)9w fl SI-w. TALBOT ROAD SOUTH (96TH AVE. S.) 3 gg gg 4D a- NOv59'36E '" ✓� , FOOCINE NDP59IB'E 'c ___�NI_ FFA 0.R1 OF OMIT PM( I. 931.05'PER R.O.S.N0.9409229002 I 1• IESI Of g I/4 g U4 SC 31.i231 ME.9N 1 ;1, 1or r .i >IQ 1/11, F.MA1=1 illip>11011[Mil 441, , u "4* rii : zfØ e , y pg ] - --.� �� _�� � � . :.sI � - - 01111116111111 ' rririr. IIMIMIMMIV' - - 1 , T 1 "° It 4019 11 l• Z0110 - OC,, 1. E MiP1 co $ rilowm" ' • iter . No A g - 'r 0 r/ N VIIII...1111101:501111,'7,ii,ofiropoi ,mi/10111111111.141r-til bA' 7 I ' z no at • PJ 1 - r141.40 j�r1 111,1114111 41141411, IV`r '''' ,- i C 1,,,, :mirml.'" - 11•111/1111I ---AN 11/ ,. 7 —This•-T7-7.1.170•70"P"— Ir* , r1 �1 n i► t IIII,r -:: 1 IKI £ n, P - -- 1 M- R gg 3 P I ,••• 9 N0058'39 C 23601 —— 23o 1 1 ¢ I I 0 ooY to ..•0 I= sti 1 1 0 o - o x1 I \ I 3a NON �I I Boaill ! Tilgd ,� g — -- N005636E 9500' No' CURUDUJARA SINGH SABHA OF UJASHINCTON SEGA Engineers 5/21/6 CM 1 -'4t` 5212 TALBOT ROAD SOUTH / ISSUED FOR C.U.P , . • �, ' �� RENTON,WASHING TON / sw���••I "� ° g��°��� ,le:`- MU S. 94u1• 6oR.uNybo 96049 DEMO AND TESC PLAN �919c9691666_:91,•.. 669.49,9 ,, i;r CITY F RENT N Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman RE.,Administrator August 17, 1999 Mr. Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 Subject: Information Required by the City for Final Occupancy Permit Sikh Temple Site Approved under Land Use File #LUA96-061 and Building Permit#6960792 • Dear Mr. Sandhu: This letter is sent to advise you of the additional landscaping information and changes needed by the City in order for the Temple to obtain its required final occupancy permit. You will also need to comply with all the items listed in Building Official Larry Meckling's letter to Harinder Paul Singh dated June 10, 1999, attached. This letter will further clarify the outstanding landscaping/wetland issues mentioned as item 3 in Mr. Meckling's letter. We will need you to revise your conceptual wetland mitigation/restoration planting plan (copy enclosed) in the following ways: • Change.the title to omit the word "conceptual". • Indicate the spacing and sizes of plants as well the types • Make any plan updates necessitated by previous tree and/or vegetation removal (i.e. Do not show trees that have already been removed). • Add the following statement to the face of the plan: "The wetland mitigation/restoration methodology contained in the attached Wetland Delineation and Mitigation Report shall be followed in the installation of the plantings". • Provide the City with three copies of the Wetland Delineation and Mitigation Report (for attachment to the final wetland planting plan and for the City's Building and Land Use files). • Revise the plan to show compliance with the following condition of land use approval: "The applicant shall plant larger, more mature specimen trees to replace those removed improperly" 1055 South Grady Way-Renton,Washington 98055 • L.� This paper contains 50%recycled material,20%post consumer -:-'•.'i-••••i••=;...,., .;•:-.,...----::,'.•-'-;.";:-.'.-•:..1':-.;:.•:'f'..''':--.--;:•ii'...'.:-....:1-'':-.4...,..7.i:••-:-.--.;-;•.•-•':':••••;-;,`,.. 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'".7:.-J,:.:5:(''':.i:i'''"!, fr-i'..o i-dei.foiiiieOtjilaieXPedite•thefinal review Of thejandsceping/we.tla..n.d, pro.pp .a.l,:.-_,.,..,,..t,..-,..5:','.."::::.," •,'.::::',..?•,-..:-..\',-;‘..:,i..7.„,-,••:„,-.-., we need yddio.::stibMii three Cbiiie'S'-'6. ..ik6'f6466468'.i'hforrii.ationyplan J„s to Jan Conklin ...---•:-..-•----at the'6th floor counter or have them mailed to her attention .. . .__..,.......:-. „. ... :,.,.. • .. ..... . ......: . ,, .‘,....„; ....,,,,...,., • • ..., :.,::•,:. . ..• ... . .,. -- .•-• •-•: ' ' 'The parking-It:it/perimeter landscaping plan.dated.7-.14799. (receivedby.the.git on.7 7:•-•,,-.:..s..,,-,H.:',::,,,i,-......,,...,;,..-.7.: . ' .-• - .. , • ... .' • -. , • .... . . - '' '- .'•16-99) prepared by jeffreyB.:Glander and:Associates is approved,-i•Hpwayer;in.order.• •:-:::..:•,.....,.:-.. -..'.:•"'io prevent damage to the parking iciilaticte•Ca1DirgdiirEin6'thewetraj-id landscaping•••-.:..-,,,-;::: ,:l'.....':, :,,::--..,:.::::i,,:::-:.:•.-. • - : . installation, we cannot authorize installation of any landscaping until the wetland.,;;;::-..„..-„,,...._....,.,..:,-::-.-.,...-,.,..• . .. mitigation/restoration plan is also submitted and approve • .-. „. .. , „. ,.... . . , .•,. . . . .. „ • ' . -• • - If you have any questions regarding this letter please feel free to contact me at•(4 25)430-7294 -..-,,,.:...:..,•-',..,,--.'...,,:;..; .. . . ,. . .... .. •.. .,.. . .. . . • . . .. ....• : • • - :'7'Sincerely,: . • . .- •.. . , -,‘,,, - '...-,-.. • ..-....,-- .- -. -,. :.,.. .. ..f.f.... .„.,. • • - • : • •... • . ,.. . •• . . .. . .. . , .... . , . .. . .. . .. . .. . . .. , - • '••-•::. • aureen Ni -.:,,,° ;•,,,...- ••••,.,.,• ..-,. ....:::,-. .:2.,,,,,.-- .• ,..,,,-..._-,...,,, „.....,,.• .. .,.. • (2., ..• • ... ,...„-., ... ...„ ,.. .,„ .. ,. ..... . ..., „ ., • ,. .-••• Associate Planner.-:2.... • ,,,,,..;„ -,,•:,-.„.....,, .,i,„ :„.,.:::,,,,..„--,,,....,,,..„...),..„. ... „ - ,...,. :„. _ . _.... ... „._,..,., .. ,,,. . „, ,.. , .„ ,,. ., ... . • ::-•' •Attachments • • • - --,,, .-. - ::, .-,., •---...,..,,,---,,.• ,,,,. : -,--....::„.„-.-• - r:. ,•:: • .... . . ....-.••• ....,. ., . • „ • :. .. : . . , . .. .. . . . _ . . •• - . . . . . . . . ., c: .Harinder Paul Singh . . ,... ....,..•... ••,.•. - • • ••••• . ... . , . • . . . . .. •.• .... .. , . „ . ' • •• ':' Gurdwara Singh Sabha of Washington, ,:•,,'''.';'...,' . ,:..: , ,...,-.- - . . :. :. - . . . .. , . .. . • - - - • • ; 5200.Talbot Road South - -....--.i.• : • ::• • --:-.: .:„.••,. ,,:.*-- . _• , . . . .. . • ....• . • . , . : • :'Renton;WA 98055 - .2.,:•.,-•• ..,-• . •,,:: • :. -.: ... •,,,,,, , . - . •. . . ... .•...,..,: :,.. - .. -. ,.... • • . ...,...- .. -. . • ,.• • ..: . . . . . _.... : . ..; ., ... . . . .• . ..; .. ••.•••.., .•• • • ' -- • :Jeffrey B."-.Glander - . • - : .. • : „. .,,-, -.•• •,.. . . • •• . • - . .- . . . . • . . • . • • • . • . * 2626 12-th Court SW ..'. :-. . . 2. ... ,.. .-• : . • • ; ; ...,,., . .: ....... .. .: . ., •••-,,,.. . . • • , . •l' -- '-.• Olympia, WA 98052 -: -. :: . . .• ..... : • .-. . -.. - - • . . . • ...,... . . :, . ... ... .i. „. ,• , . , . . ... . • . .... : . • - - •• Talasaea Consultants • ' - - : ... - .-.• .: ': . . '..• • • .: . '• : - - .. .-.. .- ..:. ': . : - . . . .......... . .. ..-15020 Bear Creek Road Northwest . , . . -. . ...• - • - ... . ,.. . . .,. .--. ...-•,.._. ,,-. , ., . , . . • . • ,. . • • . Woodinville, WA 98072Sam Stitt . . - ,-..• . •. ,. .•.-. • • .. . ••• - . ,. .. • . . . „ • .. . .. . . . . . , -- -:. . . • - , ,, , . . ._ . . . . . ... ,. • .- •., Fax#206-587-2429 • : • - ;'..•: .--, ::•,.. :: . ..: • - • r •..,. . . . . .... ..., . .' • '-'•"• '• Project Coordinators '. ;. . •• .., ...*. . -•_. ..-:, ... .. . - , - ..... ....:. -..-:.....-.. ,.. .:::„. ,.. . , -... .•; .„ •••••-•-:, , .-,, .._ .:. . . . .... • •• . • . . . , . •,•,•.. .; • . • .. . .. .. . .. . , .,. „ , . .. , • : •-•-- - .-... --.• .2,600 1st'Avenue #640 • -.. ,: . •••:. -:-..i.'. .... - •• ,.. . .,. . .:,. , .• ,...., . . . .. ,•• . .. i:.... ...... .,, • •,.-........ ... .- ,. .. . . • .... 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June'10, 1999 -• Harinder Paul Singh !. • Gurdwara Singh Sabha of Washington • . , ' ' ••5200 Talbot Road South • -, • _ Renton, WA. 98055 Dear Mr. Singh: : :F SUBJECT: : :;Temporary Certificate of Occupancy T 266 I . . : ;.:- : - Address. .. - 5500 Talbot Road So:. • . • - Building Permit# • B 960792 • • A Temporary Certificate of Occupancy is required for,the above-subject project.•:•City • • requires a security device toy be•filed :with-the.Building;Offici•al• .for• .150%'`of the value •of. •'. uncompleted:items. :-•:The :amount is $85,500.'=An'Assignment of,Funds to the City of 'Renton has been received in this office,`June 10, 1999,=:•in:the •required amount ::Your. . Temporary Certificate of Occupancyhas been issued and is.attached. . •'`'. :': •'.'', .'•The following must 'be:..completed,-or approved ,within 90 ;days .to issue .the permanent ' ; Certificate of Occupancy: , • . 1. Public Works — Paul Lumbert (425) 430-7204 and . , Mark Wetherbee (206) 999-1829 • * Completion of the street restoration for the utility work in Talbot Road , • South adjacent to the site. . This includes grinding down the existing pavement and utility patches and replacing with a half-street asphalt • pavement overlay. • • • • • Channelization of this same payment area to delineate lane locations. * Completion of the street lighting system along Talbot Road South adjacent • to 'the site. 2. Building Department — Larry Meckling (425) 430-7280 • ' * All outstanding permits to be inspected and approved. • • • * Block retaining well requires engineer's inspection and approval. Engineer must be a State of Washington licensed and registered professional engineer. 3. Land Use - Bob Arthur — (425) 430-7269 * Landscaping per approved plan., • • • • • • ;•1055 South Grady Way Renton;Washington 98055 . ; • • -n. --:-..,•!••Tc: :;:- r.r' r' :,t:?. . }a•C :2. .i•., ,Gw • .ter. :t. -. :t•' - .. • 4. Fire Deuartmerit — Corey Thomas — (425) 430-7024 • . . • • '• •• Post occupant load in assembly areas. • - . • • •• - ' Legal address must be posted to Code. • • Questions should be directed to the appropriate individual. - • • ' • Sincerely, . . . .• . .(.Larry • ..4 . . • Mec • • :• ng - • Building Official • - . B960792 • . . . pc: Paul Lumbert . • Mark Wetherbee . • • • Corey Thomas :, Neil Watts . Jana Hanson . ' . • - y • • • • • • • • • • • • • •• Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 11 4. ., The applicant shall comply with the geotechnical report and shall meet all standards regarding erosion control and wetlands reservation. 5. The applicant shall plant larger, more mature specimen trees to replace those removed improperly subject to review and approval of Development Services. , 6. The variance shall permit a building with an absolute height no taller than 53 feet. If the applicant can reasonably set the building"deeper into the slope or at a lower base elevation to further reduce the apparent height of the building that should be done. • 7. The applicant shall maintain the building in off-white tones subject to approval of Development Services. 8. The applicant shall relocate the easement that runs through the wetland. ORDERED THIS 27th day of August, 1996. FRED J. KA AN HEARING E MINER TRANSMITTED THIS 27th day of August, 1996 to the parties of record: Mark Pywell Kulwant Sandhu Steve Kelly 200 Mill Avenue S 2008 Lincoln Circle SE 1000 2nd Ave., #3750 Renton, WA 98055 Renton, WA 98055 Seattle, WA 98104 Neil Watts Richard Duehne Janice Brown 200 Mill Avenue S 441 S. 51st Court 521 S. 51st Court Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Michael Thompson Jack Martz Thomas McKee 529 S. 51st Court 18831 102nd Avenue SE 455 S. 51st Court Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Mo Hugi Dick Ralston P.O. Box 66405 c/o Highlands Community Church Seattle, WA 98166 3031 NE 10th Renton, WA 98056 ' TRANSMITTED THIS 27th day of August, 1996 to the following: Mayor Jesse Tanner Gregg Zimmerman,PlanBldg/PW Administrator Members,Renton Planning Commission Jim Hanson, Development Services Director Art Larson, Fire Marshal Mike Kattermann, Technical Services Director sKa 4 - DEVELOPMENT SERVICES . " CITY OF RENTON t JUL 16 1999 JEFFREY B. GLANDER &'.ASSOCIATES, PLLC RECEIVED Landscape Architecture and Site Planning TRANSMITTAL RECORD To: Ci a t £P,th'X1 1 Date: `�/S�cl 5 Project#:. 9 -43e - P la �. I t Pth1Ic W c/z_+ Project: D „ / 5sS - ra_d Wag 6 i l - i , o c Attention: ie VI" kr H v Re: We Are Sending: VAttached ❑ Under Separate Cover Via Copies Description - s La tdsC,.a . • Action: XFor Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval ❑ For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution XAs Requested ❑ Returned for Corrections ❑ Return Corrected Prints ❑ For Review and Comment ❑ Other ❑ For Bids Due Remarks: • Copy To: Signed: Ie. G. &d.s.(7w- Innovation Creativity • Experience 2626 12th Court SW • Olympia, WA 98502 • (360) 357-6972 • Fax (360) 786-8073 Pp � opM 0 1997 CITY OF RENTON F PLANNING/BUILDING/PUBLIC WORKS ry�FAVTpNNi yc MEMORANDUM DATE: February 10, 1997 TO: Laureen Nicolay FROM: Sonja J. Fesser SUBJECT: Sikh Temple Lot Line Adjustment,LUA-96-061-LLA,C11,S f Review of Submittal Received by Property Services on Feb. 3, 1997 Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal and have the following comments: The new easement shown on sheet 2 of 3 (recorded under King County Rec. No. 9701060691) does not note the width of the easement. Also, the pertinent bearings and distances of the easement are not shown. Have the applicant provide the city with a copy of this recorded easement document. This latest submittal does not show three private easements that were previously noted on drawing sheet 1 of 3. These easements were recorded under King County Rec. Nos. 6175814, 6099140 and 6093909. Have these easements been released? If so, how were they released? If released, then references to them in the legal descriptions should be removed; if not, they need to be shown (sheet 3 of 3). What was found or set at the two most easterly corners of the subject property? Replace"1996"in the notary blocks with"1997." Fee Review Comments: Lots within or affected by the lot line adjustment are subject to the City's special charges, if applicable. Note: Soos Creek must be informed to calculate fees prior to the issuance of a building permit for this property. 61(p - ol01 (3) GEOSPEC1 SUM CONSUL:ANTS, INC. Geotec/ ?i ica/ Er�gir�eerir�� ar-)d Earth Scier-,ces April 10, 1996 Mr. Bill Williams; Church Constructors, Inc. 1530 North Canyon Redmond, OR 97756 ,4•t $ o Subject: GEOTECHNICAL EVALUATION pfAS Proposed Gurudwara Singh Saba Church 5212 Talbot Road South V Renton, Washington Project No. 96-121-01 ® 'o \,-ccr, Dear Bill, This report presents the results of our geotechnical investigation performed at the site of the proposed new Gurudwara Singh Saba Church to be located on the subject property. The purpose of the investigation was to provide geotechnical engineering evaluations of the site and geotechnical recommendations including design of foundations and site grading. Our work was performed in accordance with the scope and conditions of our proposal dated March 14, 1996. A site development plan and a site topography map were provided to us and were used as references for our investigation (see Figure 2). Based on our discussions with David Ralph of Washington Design Services, the proposed church will range from one to two-stories above a daylight basement. Finished floor grade of the structure is indicated to be about 160.0 feet. Plan dimensions of the proposed church are 116;;by 106 feet and a 49 by 27 foot portico will extend from the west side over the access drive. A large portion of the remainder of the property will be graded and paved for a new access drive from Talbot Road and new parking areas to the north, east and south of the church. Grading for site,development will include excavation up to 20+ feet below existing grade for the church structure and possible excavation of up to 12 feet south of the building for lower level access and parking. The eastern parking areas will be terraced with cut/fill grading and separated by retaining walls, slopes or rockeries on the order of 6 to 8 feet in height. Based on discussions with the Greg Thesenvitz of SEGA Engineers, bearing wall loads are expected to be in the range of about 2 to 3 klf and maximum column loads are expected to be in the range of about 50 to 75 kips. If actual structural loads exceed the above values by more than 25%, this office should be notified. P.O.Box 276, Issaquah, WA 98027-0276 . Phone: (206) 391-4228 Fax: (206) 391-4228 iota.. 7 II Church Constructors April 10, 1996 II SCOPE OF WORK Our geotechnical evaluation included subsurface exploration, engineering evaluations and the preparation of this report. The scope of work included the following specific tasks: o Observed the excavation of ten test pits to depths ranging from 3 to 11 feet below the ground. Approximate locations of the test pits are shown on Figure 2. o Continuously logged the subsurface conditions, as encountered in the test pits at the time of excavation. Logs of the test pits are presented on the summary sheets of Appendix A. o Performed geotechnical engineering evaluations of the site and developed geotechnical recommendations for foundation design and site grading. o Prepared" this geotechnical report summarizing our findings and recommendations. OBSERVED SITE CONDITIONS At the time of lour field investigation the property was occupied by the existing structures shown on Figure 2 including two church buildings and a residential building to the north. Topography in the general site vicinity is gently sloped down to the west. The referenced topography map provided to us indicates the maximum elevation difference across the site to be on the order of about 62 feet with an average gradient of about 12.4 percent. We noted apparent shallow fill deposits in the northeaster quadrant of the site as well as localized fill deposits encountered in test pits 1, 5 and 10 which ranged from about 3 to 4 feet thick as approximately shown on Figure 2. In addition we observed that the surface soils were generally very moist over most of the site and some area were especially loose/soft and wet as indicated on Figure 2. Vegetation on the site consisted primarily of grass and blackberries. II Subsoils Our evaluation of the subsurface conditions was based on our observations of the exploratory test pits and surface observations. Subsoils encountered in the test pits were generally found to be natural glacial till soils with localized areas of fill soils. The natural soils generally included a topsoil layer of dark brown silty sand with organics and roots which typically ranged from about 6 to 12 inches thick. The natural soils were generally loose to medium dense to depths of about 1 to 2 feet below the natural surface. However, probing of the surface soils indicates that the thickness of loose/soft/wet soils ranges up to 2+ feet in localized areas and in • particular at the southeast corner of the proposed parking area loose/soft/wet soils extended to depths of 2 to 3+ feet. The underlying weathered soils were typically brown to gray brown or gray and red-brown silty fine sand with gravel. Deeper Project No. 96-11p1-01 Page 2 x r II Church Constructors April 10, 1996 natural soils were medium dense to very dense to the depths of the test pits and in test pits 2 and 3, the soils became cemented at depths of 4 to 5 feet. Fill soils were encountered in Test Pits 1, 5 and to depths of about 3 to 4+ feet (probing of test pit 5 indicated fill extended to 4+ feet). The fill soils were classified as silty sand with gravel and cobbles and at test pit 1 the fill contained concrete, plastic, wood, AC pavement and brick debris. Surface topography also indicates a probable thin fill layer in the area north and east of the proposed church site (see Figure 2). Ground Water Surface water flows in drainages along the north property boundary and in a ditch in the center of the property. Wet surface conditions were observed at the southeast corner of the proposed parking area and at localized areas in the north half of the site. No ground water surface was observed in any of the test pits and no seepage was observed excep;,t for a minor seep at 5 feet in test pit 4. However the soils were generally classified as very moist to wet and measured moisture contents were generally high, „ranging from about 12.5 to 27.2 percent. Most of the soils had moisture contents between 17 and 22 percent. Test pit 6 was the highest with moisture contents of 26.6 and 27.2 percent. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated due to natural deposition variations and previous onsite structures and grading. Due to seasonal moisture changes, ground water conditions should be expected to change with time. Care; should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. SITE EVALUATIONS General ii The referenced geologic map of Figure 1 indicates the site to expose glacial till (Qgt) soils. Based on the soils observed on the site and review of the referenced map, it is our opinion that the natural subsoils underlying the site are glacial till deposits. The referenced map describes the Qgt soils as compact, unsorted mixtures of sand, silt, clay and gravel soils deposited during the advance of the Vashon glaciation, the last glacial advance into the Puget Sound area, • approximately 13,000 to 16,000 years ago. Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the geotechnical site conditions are suitable for the proposed development provided our recommendations are followed. Project No. 96-121-01 Page 3 Church Constructors April 10, 1996 II II Structure Support Considerations Conventional spread footings are considered appropriate for support of the proposed structures at this site. Foundations should penetrate through any existing fill, topsoil and medium dense soils to bear on undisturbed dense to very dense natural soils. Bearing soils were generally encountered at depths of about 1 to 4 feet below the natural soils surface. The excavation If or the proposed new church basement will range from near 0 at the southwest corner to 20+ feet at the northeast corner of the structure. We expect that dense to very dense natural glacial till soils suitable for foundation support will be exposed over most of the basement grade except at the southwest corner and in the area of the portico structure west of the main building. Bearing soils in those areas are expected to be within about 3 to 4 feet of the natural soil surface. Site Grading CoInsiderations The excavation I!for the proposed basement will range up to 20+ feet and difficult digging should be expected in the unweathered glacial till soils below depths of about 7 to 8 feet. Based on the test pit explorations we expect only minor and/or localize seepage into the excavation which could be controlled with conventional sumps and pumps. Some over-excavation for foundations and structural fill placement for slab support may be required at the southwest corner where final grades are neat', grade. Site grading foe the proposed new parking areas is expected to include a possible excavation of up to 12 feet south of the new church for lower level access and cut and fill grading to the east creating parking terraces with elevation differences on the order of 0 to 8 feet. Pavement sections (AC and base course) may be supported directly on medium dense natural soils which are expected to be about 1 to 2 feet below The existing surface in most cut areas. In fill areas or areas where medium dense natural soils are not exposed at the subgrade level, site preparation should include; stripping of existing loose/soft/wet natural soils and fill and placement of structural fill to final subgrade elevation. We expect that stripping will generally average about 1 to 2 feet but some existing soft/wet areas of the site will require greater 'stripping (see Figure 2) in particular the southeast corner of the site where stripping; depth may be 3+ feet. We understand that the existing center drainage ditch will be replaced with a pipe and the ditch backfilled. The ditch backfill should be properly compacted structural fill for support of pavements. Excavated onside granular soils cleaned of all debris and organics are considered technically suitable for use in structural fill for pavement support but based on our experience glacial till soils are quite moisture sensitive with regard to grading and compaction characteristics. Measured moisture contents indicate that the onsite soils are currently too wet to obtain adequate compaction. In our experience the onsite soils will be very difficult to compact unless they are dried out during warm, low humidity weather. Site grading should be scheduled during the late summer months if possible. Wet weather grading may require the use of imported granular fill soils which are more easily compacted at higher moisture levels. In addition the onsite soils are"not considered suitable for backfill within the drainage zone of the basement wall or other retaining walls. Project No. 96-1ii21-01 Page 4 II Church Constructors April 10, 1996 Seismic Considerations The Puget Sound region is a seismically active area. About 14+ moderate to large earthquakes (M5 to M7+) have occurred in the Puget Sound and northwestern Cascades region since 1872 (124 years). The larger recorded seismic events have included the magnitude 7+ north Cascades earthquake of 1872, the magnitude 7.3 Vancouver Island earthquake of 1946, the magnitude 7.1 Olympia earthquake of 1949, the magnitude 8.1 Queen Charlotte Island earthquake of 1949 and the magnitude 6.5 Seattle earthquake of 1965. State published documents indicate ground motion intensities in the Puget Sound area have ranged up to VII and VIII on the Modified Mercalli Scale. Intensity VIII is indicated to be sufficient to cause "considerable damage in ordinary substantial buildings". !! In addition to Puget Sound seismic sources, a great earthquake event (M8 to M9+) has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a ,CSZ event to range from as little as 100-200 years to as long as 1000+ years and the time of the last event is reported to have been about 300 years ago. it Considering the above, it is our opinion that the proposed church development will very likely experience significant ground shaking during its useful life. Secondary seismic hazards due to earthquake ground shaking include induced slope failure, liquefaction, lateral spreading and ground settlement. The site lies on a gentle slope composed of glacial till and older glacially consolidated sediments. Considering the nature of the glacial materials and the gentle slope gradient, the potential for an,;earthquake induced failure of the natural slope is considered to be low. II Liquefaction is a phenomenon in which typically loose or medium dense saturated sands temporarily lose strength during earthquake shaking due to settlement/densification and lack, of adequate drainage. Based on the dense to very dense consistency of the glacial till soils and the lack of ground water observed during our explorations, in our opinion the potential for liquefaction at this site is very low to nil. RECOMMENDATIONS The following subsections present our recommendations for design of foundations, retaining walls, :site grading, drainage control and erosion control. Also included are recommendations for plan review and observations and testing during construction. II it Project No. 96-121-01 Page 5 Church Constru',ctors April 10, 1996 Spread FootinTFoundations Conventional spread footings founded on undisturbed dense natural soils should provide good support for the proposed structure. Suitable bearing soils were encountered at, depths ranging from about 1 to 3.5 feet below the existing natural ground surface!!at the test pit locations. All footings should be founded at least 18 inches below the lowest adjacent final grade. Where the natural bearing soils slope, the footing excavation should be stepped to maintain a horizontal bearing surface. Continuous wall footings should be at least 18 inches wide. Square footings for column support should be at least 24 inches wide. Footings may be designed based on an allowable bearing pressure of 2000 psf. As an alternative to deep footings to penetrate fill or unsuitable soils, foundation loads may be transferred from the minimum foundation depths to the recommended bearing soils by a monolith of lean concrete having a minimum compressive strength of 100Q psi. The width of the lean concrete monolith should be at least as wide as the footing or at least one-half of the monolith height, whichever is greater. The estimated settlement of a 18-inch wide continuous footing carrying a load of 3 kips per foot is", on the order of 1/4 to 1/2 inch. The estimated settlement of a 73- inch wide isolated square footing carrying a load of 75 kips is on the order of 1/2 inch. Our settlement estimates assume that foundations are supported on undisturbed dense to very dense natural bearing soils and that all loose/disturbed material is removed from the bearing surface prior to concrete pour. Maximum differential settlement within the proposed addition is expected to be 1/2 inch or less. Settlements are expected to occur primarily during construction. Resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.4 may be assume with the dead load forces in contact with on-site soils. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed dense natural soils or properly compacted structural fill. The vertical and lateral bearing values indicated above are for the total dead load plus frequently' applied live loads. For short duration dynamic loading caused by seismic or wind forces, the vertical bearing values may be increased by 50 percent and allowable lateral passive pressures may be increased by 33 percent. Retaining Walls', Cantilevered retaining walls as referred to in this report are walls which yield or move outward ;during and after backfilling. Actual wall movements will depend on the wall design,'and method of backfilling and can range from 0.1% to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall Will deflect at least 0.2% of the wall height. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free-draining granular material may be based on an equivalent fluid density of 35 pcf. This pressure assumes that there is no water pressure,behind the wall. A uniform lateral pressure due to backfill surcharge Project No. 96-121-01 Page 6 Church Constructors April 10, 1996 should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. Static design of walls structurally braced against movement should be based on an equivalent fluid] density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free-draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge load. Seismic design of retaining walls should include a dynamic soil loading based on a 0.17g 100-year;]recurrence ground motion level. Dynamic soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil pressure at the top of the wall should be at least 16H (psf) where H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero • at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and compacted with hand-operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading". Design wall pressures given above assume no water pressure behind the walls. We recommend that a drainage zone be provided behind all retaining walls and a adequate drain !system be provided at the base of all retaining walls. As a minimum, the drainage zone should be at least 3 feet thick or 1/2 the wall height, whichever is less. Backfill Within the drainage zone should be a clean sand/gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. Wall drains should consist of a four-inch diameter perforated PVC'drain pipe placed in at least one cubic foot of drain gravel per lineal foot along the j base of the wall. Drain gravel should be washed material with particle sizes hi the range of 3/4 to 1-1/2 inches. The drainage zone backfill should be capped withpaving or 12 inches of silty soils to reduce surface water infiltration. Conventional spread footing foundations founded on undisturbed dense to very dense natural soils may be used for support of retaining walls. Design of wall foundations should be in accordance with the recommendations presented under "Spread Footings" Site Grading Site grading is expected to consist primarily of excavation for the new basement • area and removal of existing fill, placement of fill to establish final grades for the parking areas and backfill for retaining walls, footings and utility trenches. Excavation of the on-site glacial till materials is expected to be difficult at depths - greater than about 7 or 8 feet. Onsite granular soils are generally considered suitable for use in compacted fills but in our experience these soils are quite moisture sensitive with regard to grading and compaction characteristics and are currently too wet for adequate compaction. Grading should be scheduled for the late summer months if possible. Wet weather grading may require the use of Project No. 96-121-01 Page 7 Church Constructors April 10, 1996 imported granular fill soils which are more easily compacted at higher moisture levels. Recommendations for site preparation, temporary excavations, structural fill, subgrade preparation, site drainage and trench backfill are presented below. Site Preparation: Existing vegetation, debris, and soft or loose soils should be stripped from the areas that are to be graded. Fill soils should be stripped as required for foundation and subgrade support. During rough grading, excess soils may be stockpiled for later use. Stripping in the parking lot area is expected to average about 11 to 2 feet but may be 3+ feet in existing wet/soft areas. Soils containing more than 1% by weight of organics may be used in planter areas, but should not be used for fill beneath building or pavement areas. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the site. Subsoil conditions on the site may vary from those encountered in the borings. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned ..excavation limits will not undermine existing structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should be provided. Based on the subsurface conditions encountered in the test pits, it is our opinion that sloped temporary excavations may be made vertically to depths of 4 feet or less. Excavations up to 10 feet in height should be no steeper than 3/4:1 (horizontal:vertical) and excavations greater than 10 feet should be sloped no steeper than 1:1. It should be noted that the contractor is responsible for safety and maintenance of construction slopes. Any sandy soils exposed in cut slopes should be kept moist, but not saturated, to retard ravelling ;;and sloughing. Surface drainage should be directed away from the top edge of the$ cut slope. Surcharge loads should not be allowed within 5 feet of the top of the slope or within a 1:1 (horizontal : vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Provided that soil moisture can be reduced and maintained near optimum, excavated onsite soils may be used for structural fill. However these soils are expected t;o be moisture sensitive and are currently too wet for practical compaction. Therefore imported granular fill soils should be used if moisture conditions cannot be adequately controlled. Loose soils, formwork and debris should be removed prior to placing fill or backfill. Imported free-draining granular soils should be,i used for backfill of retaining walls, and should be capped with pavement or 12 inches of onsite silty soils to reduce surface water infiltration. Onsite soils or imported granular fill should be placed in horizontal lifts not exceeding 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by the ASTM D1557-91 test method. Imported granular fill should consist of clean, well-graded sand and gravel materials free of organic !!debris and other deleterious material. Imported material for wall drainage zone ;backfill should be a clean sand/gravel mixture with less than 5 percent fines based on the sand fraction. Slab Support: Slabs-on-grade should be supported on undisturbed medium dense to dense natural soils or on properly compacted structural fill. At the southwest corner Project No. 96-1421-01 Page 8 Church Constructors April 10, 1996 of the basement area, fill or loose/soft natural soils will likely be exposed at slab level. Where unsuitable soils exist at slab level, subgrade preparation should include excavation down to medium dense to dense natural soils and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches of the subgrade'l'fill should be compacted to at least 95 percent of the ASTM D1557- 91 maximum dry density. It should be noted that where the proposed slabs cross the fill/natural contact line, there will be a high risk of cracking. Risk of cracking can be reduced by placing construction joints at the contact and by proper steel reinforcement of the slab. Interior concrete slabs should be underlain by a capillary break consisting of a polyethylene vapor barrier of at least 6 mil thickness. If a vapor barrier is used it should be covered with 2 inches of clean sand to reduce punctures and aid in concrete curing: • Pavement Sup port: Asphalt pavement sections (AC and base) should be supported on undisturbed medium dense to dense natural soils or on properly compacted structural fill. Pavement subgrade areas should be stripped as recommended under "Site Preparation". Where unsuitable soils exist at subgrade level, subgrade preparation should include excavation down to medium dense to dense natural soils and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches of the,i subgrade fill should be compacted to at least 95 percent of the ASTM D1557-911; maximum dry density. Permanent Slope Design: Permanent cut slopes should be no steeper than 1.5:1 (horizontal:vertical). All fill slopes should be made no steeper than 2:1 (h:v). All vegetation, debris, slopewash and weathered soils should be removed from proposed fill slope areas prior to fill placement (see "Site Preparation"). Where existing slope gradients exceed 20 percent, the new structural fill should be placed on horizontal benches cut into the natural slope. Minimum bench width should be 8 feet. All fill 11 should be placed and compacted in accordance with the recommendations for "Structural Fill". Rockery Construction: Rockeries should be considered maintenance items that will require periodic,inspection and repair. They should be located so that they can be reached by a contractor if repairs are necessary. The rockery keyway should be excavated to expose dense/hard natural soils. The competency of Ithe foundation subgrade and stability of the exposed slope face should be verified by the geotechnical engingeer prior to placing rock. Rocks placed ini the lower half of an 8 foot rockery should be 3000 to 4000 lb. rock, or larger. Rocks placed above this level may gradually decrease in size with increasing height but should be no smaller than 750 lbs. The long dimension of the rocks should be oriented into the slope for maximum stability. Where rockeries support fill soils (limited to 6 feet in height), we recommend that the minimum rock dimension (into the face) be at least 2 feet or 1/2 the rockery height above the level of the base of that rock whichever is larger. This would require 2 to 3 foot long (2000 to 4000 lb.) rock at the base for support of a 4 to 5 foot fill height. Project No. 96-121-01 Page 9 dl J Church Constructors April 10, 1996 Rocks should be placed to avoid continuous joint planes in the vertical or lateral directions. Each rock should bear on two or more rocks below it, with good flat-to- flat contact. The rockery face should be battered into the slope at a gradient of 1 h:5v or flatter. A minimum 18rinch wide layer of well graded gravel drain material should be provided for the full height behind the rockery with a perforated drain pipe at the base. Drain pipes should consist of 4-inch minimum diameter, perforated or slotted ridgid plastic PVC pipe laid with a positive gradient to a controlled, non-erosive discharge into the storm drain system. Drain pipes should be placed below the lowest rock and;should be bedded on and surrounded by the gravel drain material. Special care should be exercised in compacting fill behind rockeries. Heavy equipment should be kept beyond a 1.5:1 (h:v) line drawn upward from the bottom of the rockery. i Backfill close to rockeries should be placed and. compacted with hand-operated equipment as the rockery is constructed. Recommendations for placement and compaction of structural fill are presented under "Structural Fill" . Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Bedding material should extend from six' inches below the pipe to six inches above the pipe. Where conduit underlies pavement or slabs-on-grade, the remaining backfill above the pipe should be placed and Compacted in accordance with the recommendations for structural fill. If imported granular fill is used for trench backfill it should be capped with 12 inches of onsite soils. Drainage Control Surface drainage from the adjoining upslope areas should be controlled and diverted around the development area in a non-erosive manner. Adequate positive drainage should be provided away from the structure and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty soils. A desirable slope .for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system or other appropriate discharge point (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base of the continuous exterior' foundations. The drain should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the base of the foundations. At least one interior drain should be provided beneath the basement floor connecting to the perimeter drain on the downslope side at the lowest point. If conditions exposed during construction warrant, an interceptor subdrain system may be required to intercept ground water migration form the upslope areas particularly in the southeast site area. The subdrain should be placed along the upper side of the developed area but down slope from any surface drainage control berm and should consist of a filter fabric lined trench filled with clean sand or drain rock with a perforated PVC drain pipe at the base. The drain trench should be at least 18" wide, Wand at least 3 feet deep and should penetrate at least one foot into the dense to very dense natural glacial till soils. Six inches of native clay soil cover Project No. 96-121-01 Page 10 i. Church Constructors April 10, 1996 should be placed over the drain to reduce surface water infiltration. Discharge from the subdrain should be conducted via tightline to the storm drain system. Erosion Control Onsite silty sand materials are expected to be highly erodible when exposed to concentrated flows. Siltation fences or other detention devices should be provided around soil stockpiles and exposed soil areas during construction to control the transport of ero',ded material. Exposed final graded soil areas should be paved or planted immediately with grass and deep rooted plants to help reduce erosion potential. Plan Review This report has been prepared to aid in the evaluation of this site and to assist the architect, structural and civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations and Testing During Construction Foundation recommendations given in this report are based on the assumption that all foundations will be placed on undisturbed dense to very dense natural glacial till soils. All footing excavations should be observed prior to placement of steel and concrete to see;that footings are founded on satisfactory bearing materials and that excavations are free of loose and disturbed materials. All structural fill and subgrade areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by this office. It Project No. 96-121-01 Page 11 � 1 Church Constructors April 10, 1996 Ali . CLOSURE This report was prepared •for specific application to the subject site and for the exclusive use of Church Constructors, Inc. and their representatives. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. '. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this • report, our office should be notified. Respectfully submitted, GEOSPECTRUIVI CONSULTANTS, INC. \ja?/144,VCe. li James A. Dool ;, r1C,' ' Principal Engineer Encl: Figures 1 ,;and 2 y � '► ;; ��..� 0 y Appendix°A 1 s° �` '/' N.'A �Ntir Dist: 1/Addressee .23623 c"., 3/Washington Design Services r. sr , ��� 1/SEGA Engineering o 1/Gurudwara Singh Saba Church EXPIRES 3/19/ 1 a ' J q Project No. 96-121-01 Page 12 li Longacreslpi:s u�� I�� ;A4 : . . ii�m • ji, U -.. • ; 1 ::�"'i:i " \\ I r>, „-4,".l`.•• NI -_ .0: ,11 • iE i•v• ii s. I�i (il: ♦Ui, i '4,-e' . ' ; . I _ `. 'r4� Qg i Bh11 29-- ��.�\ a I S` rr QaW ''113' e• 0 ',: • •`• \` ---I--Q. 7 - 1 :1 i rie t i t ` ��., } j ,, `' .I • _3!�t �1 . t; /i .3 E/I .7 iikt. 1 ' I, Y v++.-i :v�• I`i/. 1 2 1, "=a ■ ►'" + ,tt 1 'h^ O rG,l j sr "'till 1 • I 14 11O • /,.' �,. a'�'di °'r i IA • 55/l. 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Mullineaux, USGS Map GQ-405, 1965 Scale 1 :24,000 SITE VICINITY GEOLOGIC MAP II GEOSPECTRUM CONSULTANTS, INC. Proposed Gurudwara Singh Saba Church 5212 Talbot Road South f v\:. Renton, :.f. ................:.......:.::::::.: Goatochnlcol Englnaoring and Earth SclAnces ii Proj. No.96-121 Date 4/96 Figure 1 • 777.7. { 1 L i • 1 j 1 _ t WI & i i 1 t I- - �r '' '� o . i • ! F'�1 ��". �+. y'. I�d 1` \^ - - ` -� - '` \' I •t� `• i61. 17' '\ �" '',•-aa ,\ O .I . • • • • k �•* 'r t�} . -, "i. -� '• .--,. 13°19 S' p Z'54 :,_ '� \. IT . \'IP 1 i1.. .. ,� 4'W L SY" DER`\ , , '� :a-�: :,. �'.' 30' CRES.` ?t-- �_. • \ \ a �2'� v `c�., tp t '3 I l; Q_ �' '� ".ram , _.. �s.. \:'- '"', L. 37. .� _-'vS � • y >.: L.i6 . ,Lf7 tip= ;% \ .ti:- �: < �. % - � / f (L i8 �.1.. - �,,..-� ' , ' :-•�•<c:� - ,�,\' •.'' - ,.-8 - � 2 Lu\; \ ,FND REBAR.6 CAP. i '• 't� ': ti _ .- I A 0' � ga ,,- /. .i ��` L2.�`-'' •' .3p,�`�_ �' v \ \ •` \� . �y"m '� TO BE'0:08' S. 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I TP \ t \ ,\ •2'HIGH' i„ �, ,. n: ° ''i•. RIlt*1'-:82' .\.� .+' CB /.` A. \� !ti' g 0 .� \ 1 or..( 19• CE / '.2 I 32 • I. `'= 4 •2' \ ,ii 1 ;IF: i \ RIM rL I I' 1'!.•: � ( • b `�P•OPO E � � • i 8':�. 0 8« • • W -': t I n r.' `\ I. �= is ;\ • /.� •\� \� `\ • '� •Vk. 5. r � , _ • � i "A�"D �ED • { .., _... Y., .` , 1 1. ,:� t � � -- - _ -� ---. -�)"--� =,i.. .. -�-' - - _ F•. y s=3 2. • . .. � .- - . •• NAND CAPP Q 'cn. . --+ ,I\' - . , °II .. 1 , Al ¢i- 1. {:r-• ;.., f 2?[. • _. ] ' i ', �,: i •! ST . . Prot osa i \ ` . Z i E~ 'a g1- i I • I '/ "' • 'i. ' ..! j . ,! 1.,. Ql'• ! i t: . .0 ,- >j,;t'itq `T,. .i / Approximate /�. i 0,..„ ,..: : :.,... .:. �:. �; I • `' .r ,. 1` , ,.l cx: i Pa n t'Li i s is { ! / J ' 11. + f_ . " TP-1 ' • • 1, - ,}. • . - tEXISTING -14041 '/' , 4'. ti' '' {', .. • ' taQ J i D , 4Q • ' BUILDING 0 ..\,- I G T j JG \ ti j "� { I a: 'Y2, • ;'. I t -o. t.1.\ c :¢ a ..• _ EXISTING ,r^" 59,1 t �,?.l l 1 RI}k�.47Q,99`; t • jC �TP-8 N ;1 i . i - }. ( i •tiA CI.. =4: ,� :;, BUILDING •` E 0.' i''' •.tN -1�••I NE..167•.`73' - 1 1.. i 4 �j • ,j !. t ., Q.la .t,. ti P 578 '', p l IE SW�167. 1;9, C .\ =•i. .{ ' I./ r... • \' ° .� , ! NI- K. WELL u� Q j • ` �C' 2� . • I \' n c ` P7`1' 1 y4r \ V 0 'Y' 1 S '® 1 HO• U E 1'd i .. • y R3 • { ,n , > . 'Ix..15i.7i,'• ' 0 \ - ' 6 I , \ a :!: .,b°� ;= IE 149.�5 _ i u \- ,i'' i t ° \ ` .; •.' ytl�% I d I' _' ,� NE �, ; 1 , ti �,ti gh`, ' ` 'i' C;,i �X/� •j 2t, • . .TE .ws'143.OT' •I, f 1 k • \ 4r: 1- \ `� `�: at `�, 1.l �� m• �_ I •• j: `"4 �'�y+ Pvc . 6:'PVC , j m 1 i I 1`. 1. i \ \ 1 ,` •\'t \ / m• (.c.. . 6 �� \I , \ 1:\t i' �.': ,.\' \ • \ ' •I I I. ' L52 L53 'S La54' , \ �..' ' y. '.I a'�i.; .:O •'.4 �,• ❑--t---O 0--- i-.❑ _ -0 '1•• -' 't- 1t • ` '' -\: t4ti •I.:- ; i- „ t�. '�' ''r"'.' - Z • 0 I.0 • I j jI w /soft . •• s. `` '2 . ' i ''N88'26'A'B"W 200,01- i - ';r: - 1 ` / L6+i l t �!. < f �` ':\ 148.52'E i ! t ✓. \ • i\ . .\ p t\ ` v . \.` _-•-•1••:. 1 `i •i , DITCH r ( '.. • RIMS r'1 ` •`\ , •• • M 1 ,/" '�{' t*. s142.94' - 'k `'� •i '• \ `, •1• \ ,h. / � Fj ' j'G�' ', \,,. , � .\ •� ., I , - } • :\ -- - 1 - J f.. --o i - ,j-- �I ;.�::r`'_- "t l t4 L4`9• tD: \ �• i-I -°1.: r . . IE:N-143. 17 rn �j. • .\ B''\ 7 l 66 \ .' 1 I`l I I /< �. ti Lb � j j i k. r, - ,y •\ f. .11 . '•' -. :` j ! \ 65 • a .1 62 j :h I fl ref: Topographic Survey dated 2-22-96 •' �.. t 7r.`I1:�.,. ' • ,'.-, ar, 1oQSe''; TP-9 t 1 i i •:� I� =33�a, by Sadler, Barnard & Associates, Inc. ;�' :::..;.,:..,..\-••_, `'- `` \ .fix-i • i _ •Reduced 01 • o` �((1�, -Yr sbft �x loose/soft, i !`I _• _ Scale. 1 =5 z \ %' �133:'ay�'-• • \I!``'�-1211.oi", • • • :...1' I', • --- i .� .96i.19,• S GRAVEL' DRIVE 1 1?; tia `�.. }' \-. : j 1 I Parking, Building Siting Plan, rev. 3/96 - - :r _,� I .-�.,24"AI:DERi, - - by Church Constructors, Inc. 1 N88'26'4B"W 462.04 / ! I ::I ri .i .. SITE EXPLORATION PLAN Proposed Gurudwara Singh Saba Church GEOSPECTRUM CONSULTANTS, INC. 5212 Talbot Road South 4 'w..:.....,..• Renton, Washington Gaotochnlccu Englnooring and C-curth Sclancos Proj. No.96-121 Date 4/96 I Figure 2 11 X 17 PRINTED ON NO. 1000H CLEARPRINT a. APPENDIX A FIELD EXPLORATION • Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using existing features as a guide. The approximate locations of the test pits are shown on Figure 2. Test Pit elevations were based on ;the topographic map provided to us. Test pits were advanced using a tractor-mounted backhoe. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A-1 through A-5. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the ;conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. Ii II TEST PIT NO. 1 Logged By JAD Date 3/27/96 Elev. 169' Depth W (fto.)Blows USCS Soil Description (%) 1 — SM ',Silty Sang co w/oc nsc.srdbs qgrray�3I'x3' loose moist dark brn FI L 2 & plastic sheets &pipe to 3 — & wnnd, hrink and A C . dense re r 4 _ Silty fine and very & -brownn 5 — w race clay r dense 6 — moist yb& 19.9 • 7 — •8 — ° dense _ w 2 19.0 1 90— ligtarplt(6e too 3 ft. moist 11 15.1 12- 13 — !Maximum depth 11 feet. 14 — No seepage or ground water encountered. 15 Logged By JAD TEST PIT NO. 2 Date 3/27/96 Elev. 176' 0 1 — SM Silty S cgb-th leerfcy llotp 6" gleam moist dark barn 2 — to veryto rea-orn 3 — gray• 4 — Silty fine Sand w/occ. gravel dense moist 17.7 dense • 5 — 6 — cemented (digs hard) very moist $rovin .7 — I very difficult digging dense 15.6 8 — I 9 — Maximum depth 7.5 feet. 10 — No seepage or ground water encountered. 11 — 12 — 13 — - I . 14 — • 15 TEST PIT LOGS GEOSPECTRUM CONSULTANTS, INC. Gurudwara Singh Saba Church .............. • �kry;;: :.: 5212 Talbot Road South ............ ......................... w. Renton, Washington oatachnlco/EngOacorIng and Eorth Sc/ancas Proj. No96-121 Date 4/96 Figure A-1 h J ' d TEST PIT NO. 3 Logged By JA© Date 3/27/96 Elev. 171 ' Depth ± w (ft.) Blows USCS Soil Description (%) 0 SM Silty fine Sand medium moist • dark pm 1 — trEgrnn2 _ wlocc. gravel to 6" dense vryst To gray 20.7 3 'Earle light-brn 4 — dense moist 5 — i cemented (digs hard} to gray-brn 6 — very difficult digging hard 12.5 7 8 — 9 Maximum depth 7 feet. 10— No seepage or ground water encountered. 11- 12— j 13— • 14— 15 TEST PIT NO. 4 Logged By JAI) Date 3/27/96 Elev. _ 163' — SM Silty fine Sand rgteegem very dark brn • 2 — with occ. gravel to 4" to moist to re8rn 3 — dense wet & gray 20.6 4.— 5 — very moist It.obrn 12.5 dense 6 — Finn7 — i ree-brn 8 9 _ Maximum depth 8 feet. 1�— Minor seepage at about 5 feet. 12— 13— 14— 15 TEST PIT LOGS Guru • GEOSPECTRUM CONSULTANTS, INC. 5212 T Singh Saba Church 212 Tallbobo t Road South ... .............................. .....:::: :•:�>:>:>::•�.,:��>::<.; :;::.;:>::.<;.. Renton, Washington Gaotachn/co/En®/naar/ng and Eorth Sc/anc®s Proj. No. 96-12' Date 4/96 I Figure A-2 • TEST PIT NO. 5 Logged By JAD Date 3/27/96 Elev. 148' Depth VN (ft.)Blows uSCS " Soil Description (%) 0 SM ;Silty fine Sand (&sod) loose moist dark FILL to to brown 1 _ medium very light 2— dense moist brown loose dark 18.6 3 brown Y 4— 5— u Maximum depth 3 feet. 11 No ground water encountered. 6- 7— Logged By JAD TEST PIT NO. 6 Date 3/27/96 Elev. 189' 0 ETopsoil/Organics w/roots loose very ark SM Silty fine Sand moist to own 27.2 1 — w/occ. gravel to 6" to Bran & occ. cobbles to 9°' m.dense wet gray & _ 2 dense red-brn with clay to 26.6 3— dense 4- 5— Maximum depth 3.5 ft. ''No seepage or ground water encountered. 6- 7— TEST PIT LOGS GEOSPECTRUM CONSULTANTS, INC. Gurudwara Singh Saba Church 5212 Talbot Road South ppii:tmoiminagqinimummigRenton, Washington ...............:.. Gaotachn/co/Er gI. r/ng and Earth Sc/®ncas Proj. No.96-121 Date 4/96 Figure A-3 w r` s TEST PIT NO. 7 Logged By JAD' Date 3/27/96';! Elev. 203' Depth j . 1M (ft.)Blows USCS Soil Description (%) SM 1 Topsoil/Organics w/roots loose very dC. brn o 21.8 1 — Silty fine Sand m.dense moist brown w/occ gravel to 6" dense nroayvn 2— i to — — - 3— demise eg n 19.2 rr 4 — • — 5 — ' Maximum depth 3.5 feet. — No seepage or ground water enc)untered. 6 - 7 — I Logged By JAD TEST PIT NO. _ 8 Date 3/27/96 Elev. 206' 0 _ ! Topsoil w/sod loose moist dk brn _ SM I Silty fine Sand m dense gray-brn 17.6 1 w/occ. gravel to 6" dense r & — Iged-rn 2 — —very ra - dense 3 Bro�rn — I 4 — • 5 — Maximum depth'3 ft. — No seepage or ground water encountered. 6 — 7 — TEST PIT LOGS Gurudwara Singh Saba Church GEOSPECTRUM CONSULTANTS, INC. 5212 Talbot Road South ...,:,.::,:.•:;.; �::;::.:::>.K:::>:<:::;: Renton, Washington Gaotachn/co/En8/na®r/ng and Earth Sc/ancos 96-121 4/96 A-4 Proj. IVo. Date Figure • > • TEST PIT NO. 9 Logged By JADI • Date 3/27/96! • Elev. 192' Depth .)Blows USCS Soil Description (%) 0 — SM/ Topsoil/Organics w/roots lose very dark 1 — Silty fine Sand/Sandy Silt soft moist brown to — j wet 21.9 2— i 3— Silty fine Sand w/occ. gravel aensem gray & 20.0 dense red- -brown 4 - - 5 — Maximum depth 3.5 feet. { No seepage or ground water encpuntered. 6 — I — 7 — li JAD TEST PIT NO. 10 Dt Logged 3/27/96 Elev. 167' 0 — SM ; Silty Sand with gravel medium moist brown FILL • 1 — dense — j 12.2 2 - 3 — Silty fine Sand w/occ. gravel loose veryi dark — w/occ.roo s to o st 4 - tmedium 'o brown ense wet • 22.6 5 - - It.brn & 6 dense gray-brn • 7 — Maximum depth 6 ft. No seepage or ground water enc?untered. TEST PIT LOGS GEOSPECTRUI CONSULTANTS, INC. Gurudwara Singh Saba Church ,;..; .f f�;r::..:.•.,.,:. ....., • 5212 Talbot Road South •i:L- >< ' Renton, Washington Gaotachn/co/En n•>::::;•:r:/:o-:�•r••;;:?In .....:.......... a jaarng and Earth Sc/antes Proj. No.96-121 Date 4/96 Figure A-5 IT 4 I, CITN OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 19, 1996 Washington Design Service P.O. Box 10 Eatonville,WA 98328 SUBJECT: GURUDWARA SINGH SABA TEMPLE OF WASHINGTON LUA-96-061; REQUEST FOR A MODIFICATION OF THE PARKING AND LOADING ORDINANCE STANDARDS I am in receipt of your request for consideration and approval for modification in the parking standards established in the City of Renton Parking and Loading code, as amended by Ordinance No. 4517. Reference made to the code in the following evaluation shall be taken to denote the City of Renton Parking and Loading Code. BACKGROUND The applicant has submitted a conditional use permit application in order to construct a Sikh Temple on Talbot Road South. The Temple will include a sanctuary of approximately 7,000 square feet. There are no seats in the sanctuary as the Temple members sit on the floor during the services. In accordance with the Parking and Loading Ordinance the Temple is required to provide one parking stall per 100 square feet of floor area when there is no seating in the main meeting room. Using this ratio the applicant would only need to provide seventy(70)parking stalls. SUMMARY OF REQUEST The applicant is requesting a modification in the standards of the Parking and Loading Ordinance so that they can provide 217 parking stalls. They have stated that their services are conducted in a different manner than the services of other religions in that the other rooms that are included within the Temple are in use at the same time as the main meeting room. Therefore, they feel that there will be a greater need for parking then is currently required by the Parking and Loading Ordinance. There concern is that if they do not provide adequate on-site parking,the temple members will park on the adjacent residential streets and this will cause a conflict with the area residents. As noted by the applicant, the maximum concentrated occupant load of the main worship area would be 1,000 people(7,000 sf/7 sf per person= 1,000 people). It would take approximately 200 to 250 vehicles to transport this number of people. Thus, it is reasonable to request permission to construct a parking area for approximately 217 vehicles. Although it is unlikely that the temple will ever have the maximum number of people in the main worship room at one time,the use of the other rooms at the same time as the main worship room would cause a greater parking demand than the Code addresses. 200 Mill Avenue South - Renton. Washington 98055 • July 16, 1996 Page 2 FINDINGS 1. Parking and Loading Section 4-14-1.C.1.a. states: Approval for deviation from standards: Whenever there are practical difficulties in carrying out the provisions of this chapter, the Planning/Building/Public Works Administrator may grant in writing modifications to the standards for individual cases, provided that such modification: Conforms to the intent and purpose of the Code; and can be shown to be justified and required for the use and the situation intended; and will not create adverse impacts to other property(ies) in the vicinity; and will be made prior to detailed engineering and design. 2. There is a practical difficulty involved with limiting the on-site parking of the Gurudwara Singh Saba Temple to the number of parking stalls established for the typical assembly room. The number of parking stalls proposed for the Temple is based upon the maximum occupancy load established for the main worship room by the Uniform Building Code (UBC). Although the main worship room will seldom be filled to capacity this calculation will allow parking to be provided for the normal use of the main worship room and the auxiliary rooms (i.e., class rooms, dining area)at the same time. 3. The proposal conforms to the intent and purpose of the Code, in that it appears to be justified and will provide adequate on-site parking for those using the temple. The deviation from the standards will not cause an adverse impact on the adjacent properties in that it will eliminate the potential for worshippers to park on the adjacent residential streets during service. Also, the applicant is providing more than the minimum requirement for landscaping along the property boundary. 4. The request has been made prior to submittal,of detailed engineering and design drawings. The conditions stated in the Code for approval fordeviation from standards have been met. DECISION The requested modification to the Parking and Loading Ordinance regarding number of parking spaces is granted, on condition that the proposal includes additional on-site landscaping to mitigate for the appearance of the increased parking area. The additional landscaping shall be shown on a revised landscape plan and shall be acceptable to the Development Services Division. Sincerely, 714 31e/9101W Cf/ . Gregg Zimmerman,Administrator Planning/Building/Public Works Department cc: Fred Kaufman,Hearing Examiner Jana Huerter Mark Pywell v� _ -RE IT EN TON : k� r. ildiri' Public Works _ • �. ;:E� •:'�: '�Plannin��JBu g/ -Department g ,.•., rm•Jesse'Tanner,Mayor .. :..... :.. .... ...•.�.'' - t _ ``�`Gregg Zim�e �an P.E.P.E.,�Adm'nistra or March 4, 1997 ; . ,. - Mr.Kulwant Sandhu" 2008 Lincoln Circle SE -: Renton, • WA 98055 ' -. SUBJECT: Sikh Temple Lot Line Adjustment _Project No.LUA:96-061,LLA - •`Dear Mr.•Sandhu: - . , . The City:has finished reviewing yourlot line;adjustment and is now' ready to:approve and _ - send the -final version for recordingr'Please`'submit the.original signed mylar and a check - for$11.65 made out to National Courier to'me at the.third`floor counter of Ci Hall. . Please ve-' that m ylar,'has4been"signed by`all.ow iers'of'record,and that the mylar has • been notarized,with an ink stamp(not embossed).AThe inkJstamp`must be legible so that - Kin Count swillprom" l record tle:lo't;line;ad'u'stment ; g - Y P, p-Y, ..t. , . J .r:, . - . .. Please.call`me at235-2+550'if_you-have an uestions `` "` ; _ • n Yq , Sincerely • =' ,. ' p/tirt r :'Laureen Nicolay: .. • '. Associate Planner _ c• c:-: Ed Barnard,I'Sadler/Barnard,&;Associates, Inc. : • -.t iL 7 rv'{ tda . t =l' rid`„ • ",' .' { r. 1{f:. i ton 8055 'e� '�utli'=:Renton=-Was� n 9 • .. • �200•�1VIil1��Av riue So �, g . ... - ? •, _ his' f co f8f s 50%recycled material,20% ost consumer -- •- - - -•''^,��T Pape -n n YP , . .. yeao CITY OF RENTON MEMORANDUM DATE:DATE: Februaury 14, 1997 TO: Sonja Fesser, Property Services FRO,'1`,l. Laureen Nicolay, Extension #5594 � �J SUB T: File #LUA96-061-LLA=--Sikh Temple Lot Line Adjustment Attached is the most recent version of,the above-referenced lot line adjustment. If all Property Services concerns have been addressed and you are now able to recommend recording of the mylar, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend (re)recording, please let me know. Thank you. Property Services approval: 16 q-4- Namee Robert T. Mac Onie, Jr. . &u z/i8frr7 cc: Yellow File CITY OF RENTON MEMORANDUM DATE: February 14, 1997 TO: Neil Watts, Plan Review FR• (T ---Laureen Nicolay, Extension #5594 S B CT: File #LUA96-061-LLA---Sikh Temple Lot Line Adjustment Attached is the most recent version of the above-referenced lot line adjustment. If required improvements have been installed and/or deferred and any other Plan Review concerns have been addressed and you are able to recommend recording of this lot line adjustment, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording, please send a written summary at your earliest convenience. Thank you. Plan Review approval: r �e17-/77 Name Date cc: Yellow File CITY OF RENTON MEMORANDUM DATE: Februaury 14, 1997 TO: Sonja Fesser, Property Services FRO,l Laureen Nicolay, Extension #5594 1., SUB T: File #LUA96-061-LLA---Sikh Temple Lot Line Adjustment Attached is the most recent version of the above-referenced lot line adjustment. If all Property Services concerns have been addressed and you are now able to recommend recording of the mylar, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend (re)recording, please let me know. Thank you. Property Services approval: Name Date cc: Yellow File SADLER/BARNARD & INC. da `u-C- CY U RACE]@Ktru-'Lad 31218 Pacific Hwy. S. ' FEDERAL WAY, WASHINGTON 98003 DATE JOB NO. (206) 941-1599 FPh 1 2, 1997 96-1 1 5 ATTENTION Laureen Nicolay TO City of Renton RE: Renton Temple cirtosoGNTnn. • REC FE LB121997 UILDING UiVlaION - WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings )gl Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order 0 COPIES DATE NO. DESCRIPTION 2 BLA 1 Recorded Easement 1 Letter of Explanation • THESE ARE TRANSMITTED as checked below: O For approval ❑ Approved as submitted ❑ Resubmit copies for approval M For your use 0 Approved as noted 0 Submit copies for distribution O As requested 0 Returned for corrections ❑ Return corrected prints O For review and comment 0 O FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS • • • COPY TO SIGNED: Ed Barnard If enclosures are not as noted,kindly notify us at once. SADLER/BARNARD ( E'70TITIGC11) & ASSOCIATES. 31218 Pacific Highway South "J" LETTER FEDERAL WAY, WA 98003 (206) 941-1599 Date Feb. 12, 1997 To City of Renton subject Sikh Temple Bob MacOnie > To answer your comment regarding the two most easterly corners of the subject property, they were not visited this survey. Edward . Barnard SIGNED Lii Please reply 1:1 No reply necessary el 40%Pre-Consumer Content•10%Post-Consumer Content . d l '1J�I 1_i v..H,•. .L11: I _I_..J �t rlti I .�� J� aa� iY\ a\AiVY�aY.r iaY `!.,i Vi\a• W V\' -- .. Warren, Kel1ogc' raarber, Dean & Fontes, P.S.' PO Box 626 Renton, WA 98057 -0626 EASEMENT AND AGREEMENT FOR INGRESS,EGRESS,AND UTILITIES AND RELEASE OF EXISTING EASEMENT • THIS EASEMENT AND AGREEMENT is dated this Kt, day of \ ' -1 1 ec8n ' kzr , 1996,by and between GURUDWARA SINGH SA$ Of • WASHINGTON,a Washington non-profit corporation("GSS"),and JACK MARTZ and SALLY A.MARTZ,husband and wife("Martz"). RECITALS A. GSS is the owner of certain residential real property situated in King County,Washington,the address of which is 5212 Talbot Road South,Renton, Washington,as more particularly described on ExHiais A ("GSS Property"). B. Martz is the owner of certain residential real property easterly adjacent to GSS's real Property,the address of which is 18831 - 102nd Avenue Southeast,Renton, Washington,as more particularly described on EXHrBrT A ("Martz Property"). • C. Martz enjoys an existing easement for egress,ingress and utilities over and Q across the GSS Property. The easement as more particularly described on EXHEB[T C ("Existing Easement")runs through the portion of the site where GSS plans to build a Sikh Temple. 0 D. Martz is willing to release the Existing Easement provided that a replacement easement for egress,ingress and utilities is relocated on the GSS Property. CISS is willing to grant Martz such a replacement easement. Now,therefore,in consideration of the mutual covenants and agreements herein and other good and valuable consideration,the receipt of which is hereby acknowledged, Martz and GSS hereby agree as follows: AGREEMENTS 1. Release of Existinglasement. Martz releases,conveys,and quit claims to GSS the Existing Easement,more particularly described on EXHIBIT C. 2. Grant of,Re,placement Easement. GSS grants,conveys,and warrants to Martz a non-exclusive,perpetual, appurtenant,30-foot easement for ingress,egress, and utilities over,under,upon,and across the area on the GSS property,more particularly described on ExHmtT D(the"Replacement Easement"). • Martz Easement #491901$614•2 mu 12/12196 page I of4 ORIGINAL . J HI`I'-cc i"'1 77 i L.�•c� I:JHI'.I:L"i 1• Y.L.LLULa.7 L' I Fig •�"' =- 3. Use of Replacement Easement. GSS shall have free use of the Replacement Easement,except that no parking space,building or other structure, including but not limited to curb stops, shall be constructed over the Replacement Easement. GSS agrees that its use of the Replacement Easement will not be inconsistent with the rights herein granted and that its use will not adversely affect Martz's current or future use of the Martz Property. GSS agrees to pave the Replacement Easement at the' same time it constructs a parking lot on the GSS Property,to the standards and with the same materials as are used for that parking lot. 4. Traesition between ReplacentenCasement and Martz Prope •. At the same time as GSS paves the Replacement Easement, GSS shall at its sole expense • construct a ramp or other transitional driving surface at least 20 feet wide and paved with the same materials and to the same standard as the rest of the Replacement Easement, at the point where the Replacement Easement intersects the retaining wall constructed on GSS Property. This ramp or other surface shall be constructed so that a vehicle may freely and easily travel between the developed and undeveloped portions of the Replacement Easement on the GSS Property GSS shall have no responsibility to improve or develop any portion of the Replacement Easement east of such ramp or other surface. 5. Cmitnketi9te Maintenance and Repair ofjUplacement Easement. GS S shall be solely responsible for all activities conducted by GSS,and Martz shall be solely . responsible for all activities conducted by Martz. Each party agrees to indemnify and ,pi • hold the other harmless for its own activities. 0 5.1 Activities by CORS. GSS shall at all times maintain the • tlC • Replacement Easement surface,once paved, in good condition at its sole expense and shall repair and resurface it from time to time as necessary to maintain such good condition. • 5.2 Activities by Martz. Martz shall have the right,but not the obligation,to install,repair,replace,maintain,or reconstruct underground utilities, and any road improvements,from time to time to,under,and across the Replacement Easement. Upon completion of any repair,replacement, maintenance,or reconstruction by Martz,Martz shall,to the extent reasonably practicable,restore the Replacement Easement to the condition it was in immediately prior to such work. • 6. Covenants Running witkLthe Land. The agreements contained herein are intended to be and shall constitute covenants running with the land and shall inure to the benefit of and shall be binding upon the respective heirs,successors,grantees and assigns of the GSS Property and Martz Property. • Mani Easement ilWDODO 15614-2 11 YNO1 LDDC 12112/96 page 2 of 4 ExEcurED as of the day and year first above written. rmki GURUDWARA SINGH SAID' OF WASHINGTON • By Its n'1.ea..,Snr,. fl,rn r-d JACK MARTZ SALLY A. MAR Z tr.i GCS • f Martz Easement N4919013614-2 1 JYWOi1.DOC I2112/96 page 3 of 4 r. u • STATE OF WASHINGTON ss. • COUNTY OF KING On this day personally appeared before m /1.tf 4MAir c.,,,f/th,W1f4 ,to me known to be the Mr412e,1 111W x of GURUDWARA SINGH SABA. OF WASHINGTON,the non-profit corporation that executed the foregoing instrument, and acknowledged such instrument to be the free and voluntary act and deed of such non- profit corporation,for the uses and purposes therein mentioned,and on oath stated that [he/she]was duly authorized to execute such instrument. • • IVEN ER MY HAND AND OFFICIAL SEAL this_/ ray of �'ta`74 - , 199 . ,ji1 ,•• r• y � / F ,a/b• ti er �`- Printed Ise . ne . . ' f a ttv rAn '; : NOTARY P C in d for the State of Washington, i • "'� "'�.M. a residing at +1p1b�f• v t34� ti r My Commissi n Expires STATE OF WASHINGTON '-I as. CI COUNTY OF KING a t, On this clay personally appeared before me JACK IvMARTZ and SALLY,A. MARTZ,husband and wife,to me known to be the individuals described in and who executed the foregoing instrument,and acknowledged that they executed the same as their free and voluntary act and deed,for the uses and purposes therein mentioned,and on oath stated that they were duly authorized to execute such instrument. • GIVEN UNDER MY HAND AND OFFICIAL SEAL this_�Le day of f A'Y1 ~` , 1996. • taZL4 = b 7 to c �Z printed Name i16Ctot $111i o 0 ���ma's i NOTARY PU1L1C in fore State of Washington, ` tj$�L�t:a i residing et �i 1--C,�'r1- �t;� �; My Commission Expires "''"1- 'p WI�S+�*�' ` Mark Easement #4919015611-2 11Y"Oi/,DOC 12/12/96 • page 4 of 4 EXHIBIT A LEGAL DESCRIPTION OF GSS PROPERTY The West 520 feet of that portion of the North 60 feet of the South 1086 feet of the Southeast Quarter of the Southeast Quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County. Washington, lying Easterly of the,Easterly margin of the county road No. 80 . and the Westerly 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast Quarter of the Southeast Quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington,lying Easterly of the Easterly margin of county road No. 80. TOGETHER WITH: Lot 1, Renton Short Plat No. 068-87, recording No. 8806219005, said short plat described as follows: . The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.16 feet of the Southeast Quarter of the Southeast Quarter of Section 31, Township 23 North, Range S East, W.M., in King County, Washington. TOGETHER WITH a non-exclusive easement for the ingress and egress. drainage and utilities over the North 25 feet of the South 931 feet of the East 210 feet of the West 240 feet of the r.1 Southeast Quarter of the Southeast Quarter of the said Section 31. Ws TOGETHER WITH a non-exclusive easement for ingress and egress and drainage and utilities 0 over the North 15 feet of the South 946 feet of the East 1047.16 feet of the West 1077.16 feet of the Southeast Quarter of the Southeast Quarter of Section 31, Township 23 North. Range 5 .4 East, W.M., in King County, Washington. SUBJECT TO reservations contained in deed executed by Northern Pacific Railroad Company, et al. recorded October 22, 1883, under Auditor's File No. 3247. SUBJECT TO easement for ingress, egress, sewer, drainage, and utilities affecting the North • 15 feet of the above described property, recorded October 25, 1966, under Auditor's File No. 6099140. • TOGETHER WITH the North 146 feet of the South 931 feet of the West 240 feet of the Southeast Quarter of the Southeast Quarter in Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington. EXCEPT the West 30 feet for county road; situate in' the City of Renton, County of King, State of Washington. EXCEPT the West 10 feet thereof as recorded under King County Recording No. 8711180707; TOGETHER WTIH and SUBJECT TO any easements, reservations, or restrictions of record. ExhibitA EXHIBIT R LEGAL DESCRIPTION OF MARTZ PROPERTY Lot 1, City of Renton Short Plat 082-83 as recorded under King County Recording No. 8505019001; Being a portion of the north 341,00 feet of the south 1026.00 feet of the southeast quarter of the southeast quarter of Section 31, Township 23 North, Range 5 East, W.M,, in King County, Washington; EXCEPT the west 1077.16 feet Thereof; TOGETHER WITH non-exclusive easement for road, utility and drainage north 15 feet the south 946 feet of the east 1047.1 feet of the west 1077.16 et o purposes oheeer the southeast quarter of the southeast quarter of said Section 31; ALSO TOGETHER WITH non-exclusive easement for road, utility and drainage purposes over the north 15 feet of the south 931 feet of the east 1047.1 feet of the west 1077.16 feet of the southeast quarter of the southeast quarter of said Section 31; 4,4 ALSO TOGETHER WITH non-exclusive easement for road, utility and drainage purposes ! over the north 10 feet of the south 916 feet of the east 210 feet of the west 240 feet of the Qsoutheast quarter of the southeast quarter of said Section 31. 1.41 Exhibit B LIJ EXHIBIT C LEGAL DESCRIPTION OF MARTZ EASEMENT TOGETHER WITH non-exclusive easement for road, utility and drainage purposes over the north 15 feet the south 946 feet of the east 1047.1 feet of the west 1077.16 feet of the southeast quarter of the southeast quarter of said Section 31; ALSO TOGETHER WITH non-exclusive easement for road, utility and drainage purposes over the north 15 feet.of the south 931 feet of the east 1047.I feet of the west 1077.16 feet of the southeast quarter of the southeast quarter of said Section 31; ALSO TOGETHER WITH non-exclusive easement for road, utility and drainage purposes over the north 10 feet of the south 916 feet of the east 210 feet of the west 240 feet of the southeast quarter of the southeast quarter of said Section 31. ad 0? . C7 eal C7 Exhibit C . - • EXHIBIT D LEGAL DESCRIPTION OF THE EASEMENT Being a portion of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, more fully described as follows: Beginning at the Northwest corner of Lot 1, City of Renton Short Plat Number 068-87, as recorded under Auditor's File Number 8806219005, Records of King County, Washington; thence southeasterly along a curve to the right the center of which bears S 2°00'33" W, 42.43 . feet distant, through a central angle of 88°58'05", an arc distance of 65.88 feet; thence S ' 0°58'38" W,73.63 feet; thence S 88°26'48" E, 7.84 feet; thence S 1°33'12" W, 1.00 feet; thence S 88°26'48" E, 41.05 feet; thence N 1°33'12° E. 1.00 feet; thence S 88°26'48" E, 571.50 feet, to the east line of lot 1 of said Short Plat; thence S 0°58'58" W, along said east line, 30.00 feet; Thence N 88°26'48" W, 650.39 feet; thence N 0°58'38" E, 103.33, to a point of curve; thence northwesterly along a curve to the left the center of which bears N 89'01'22" W, 12.43 feet distant, through a central angle of 86°28'28", an arc distance of 18.76 feet to the west line of said lot 1; thence N 0°58'38" E. along said set line, 30.00 feet to the true . point of'beginning.4-41 . 41, • e Exhibit TOTAL P.09 GAL ',_I)(J/ 1 ° 11F(op 1697 CITY OF RENTON ci y' PLANNINGBUILDING/PUBLIC WORKS ry�FA`ivroy^°Nc MEMORANDUM DATE: February 10, 1997 TO: Laureen Nicolay FROM: Sonja J. Fesser SUBJECT: Sikh Temple Lot Line Adjustment,LUA-96-061-LLA)CA) Review of Submittal Received by Property Services on Feb.3, 1997 Bob Mac 011ie and I have reviewed the above referenced lot line adjustment submittal and have the following comments: The new easement shown on sheet 2 of 3 (recorded under King County Rec. No. 9701060691) does not note the width of the easement. Also,the pertinent bearings and distances of the easement are not shown. Have the applicant provide the city with a copy of this recorded easement document. This latest submittal does not show three private easements that were previously noted on drawing sheet 1 of 3. These easements were recorded under King County Rec. Nos. 6175814, 6099140 and 6093909. Have these easements been released? If so, how were they released? If released, then references to them in the legal descriptions should be removed; if not, they need to be shown (sheet 3 of 3). What was found or set at the two most easterly corners of the subject property? Replace"1996"in the notary blocks with"1997." Fee Review Comments: Lots within or affected by the lot line adjustment are subject to the City's special charges, if applicable. Note: Soos Creek must be informed to calculate fees prior to the issuance of a building permit for this property. ci6014 *k CITY OF RENTON MEMORANDUM DATE: January 31, 1997 TO: Neil Watts, Plan Review • FROM:; Laureen Nicolay, Extension #5594. SUBJT'T: File #LUA96-061-LLA---Sikh Temple Lot Line Adjustment Attached is the most recent version of the above-referenced lot line adjustment. If required improvements have been installed and/or deferred and any other Plan Review concerns have been addressed and you are able to recommend recording of this lot line adjustment, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording, please' send a written summary at your earliest convenience. Thank you. Plan Review approval: I Ui 0CciN 1 2/3A7 Name Date cc: Yellow File .v ' • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDU 2 1996 DATE: August 28, 1996 TO: Jenny Bath DEVELOPMENT PLANNING CITY OF RENTON FROM: Sonja J. Fesser � SUBJECT: Gurudwara Singh Saba of Wa Temple,LUA-96-061-LLA Format and Legal Description Review (Second Submittal) Bob Mac Onie and I have reviewed the above referenced lot line submittal and have the following comments: Note on the drawing that the properties to the east of the subject properties are lots in recorded short plats (identify these short plats by City of Renton identification numbers and lot nos.)and the properties to the south are not platted. This oversight was made by Property Services in our previous review dated June 14, 1996, and we regret any inconvenience that it may cause. The proposed ingress/egress easement should be recorded separately and prior to the recording of the lot line adjustment because of the way the encumbered property is described in the legal description for said easement(references are made to the underlying short plat only). A provision on the drawing is needed for the King County Recording No. for this easement and the word"PROPOSED"should be removed. This easement should also be noted on the drawing as "private"(note to whom the easement benefits). The proposed easement as drawn is 25 feet wide at its western terminus, rather than the 20 feet specified in the legal description. Is there a reason why the PT of the first curve and the PC of the second curve are angle points? As described,the easement center line falls short of the"East line"by a significant amount(in excess of 8 feet). Note that if there are restrictive covenants (or any other new easements)included as part of this subdivision,they can be recorded concurrently with the lot line adjustment. For easements, indicate on the drawing to whom the easement is granted and provide a place for the recording number. The lot line adjustment drawing sheets and the associated document(s)are to be given to the City Clerk's office as a package. The lot line adjustment should have the first recording number. The recording number(s)for the associated documents should be referenced on the lot line adjustment drawing sheets in the appropriate locations. In our review of June 14, comments were made concerning easements to be released, and a clarification of what was intended is now needed. The easements noted as encumbering the subject property(AF#s 6099140, 6093903 and 6175814)appear to be private easements rather than city- held. If these easements need to be released,the applicant will need to reach agreement(s)with the property owner(s)with interest(s)in the easements. We assume that the new 20 foot ingress/egress 'ry S August 15, 1996 Page 2 easement is to replace the above referenced easement documents. However,if these easements are still of record at the time that this lot line adjustment is recorded,they must be noted on the drawing. The references to"EXISTING EASEMENT TO BE REMOVED"should be erased from the drawing. See the attachment for the highlighted item that needs correcting. MEMO.DOT/ 1 A tt6+-+M -- V s► + -7- 3 a�- 0,- ) F SECTON :3 1 T DECLARATION: Know all men by these presents that we, the undersigned EXISTING LEGAL owner (s) [and contract purchaser (s)) of the land herein LOT 1 described do hereby make a lot line adjustment and The West 520 feet of th, declare this lot line adjustment to be the graphic of the Southeast quarter representation of same, and that said lob line adjustment North, Range 5 East, W.M. is made with the free consent and in accordance with the easterly margin of Count desires of the owner (s). In witness whereof, we have set portion of the North 95 our hands and seals. of the Southeast quarter in King County, Washingtc Road No. 80: LOT 2 Name Name The North 146 feet of tr the Southeast quarter of Range 5 East, W.M., in Kul EXCEPT the West 30 feet Name Name SITUATE in the City of EXCEPT the West 10 feet 8711180707: ACKNOWLEDGEMENTS STATE OF WASHINGTON TOGETHER WITH and SUBJE record. COUNTY OF KING LOT 3 On this day of 1996, before me, the undersigned, LOT 1. RENTON SHORT PLA described as follows: a Notary Public in and for the State of Washington duly commissioned The North 236 feet of tr 1077.16 feet of the Soutl and sworn, personally appeared Township 23 North, Range to me known to be the parties that TOGETHER WITH a non-exc: and utilities over the Nc ofthe West 240 executed the foregoing instrument, and acknowledged the said uses andfeet of said Section 31;1; nl Innnnnn }hpn0 i n mnn-A nnnr� ;; k r, CITE:: )F RENTON Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman October 3, 1996 Mr. and Mrs. Jack Martz • 18831 102nd Avenue SE Renton, WA 98055 Re: Gurudwara Singh Saba Temple - File No. LUA-96-061,CU,V,SP,LLA Dear Mr. and Mrs. Martz: I have reviewed your letter of September:18,<19.96 regarding your,:easement on the applicant's property . _ This office can only suggest that'you contactan,:attorneyregarding your rights. The easement is a completely private mattet between yourself:and the applicant. • ' m If this office can be of further assistance,please feel'free to write.ry . • Sincerely, 172 =t Fred J. Kaufman ;: . Hearing Examiner FJK:mm . cc:.: Jesse Tanner,Mayor. Jay Covington;+Mayo .r,s'Executive.Assistant _ ,--tarry Warren City Attorney .•. Mark Pywell;Project Manager: ' Parties of Record '_. • 200 Mill' 7 ' Avenue' 'ri�=M South� `•Rento Washington 98055•- 206 235=2593 :, n• This paper'contains 50%'recycled material:20%post consumer Y FacsirniI#C.overSheet ti� o NePINTO To: 117 f3P RNARP Company: / 7 Phone: Fax: R•4I- OS&J From: 1_A-0 '-f 141C0146tY Company: CITY OF RENTON P/B/PW DEVELOPMENT SERVICES Phone: 235-2550 Fax: 277-4455 Date: 10(2/% Pages including this cover page: Comments: c,,,012 2_ pELAy /IJ je(,W06<W21/QC° Ike cofrtr1E S. ee-eoceoimw Ybot ,AVM. 5-th L ar L ?JE Pl-e/rse f fiee cooToek t * You He Qu S- ,ors. z 1 i - 5 sq4 BILLING INFORMATION Please remit$ for pages Payable to: City of Renton/Finance arges: $ 5.00 minimum 200 Mill Avenue South $ 1.00 per page Renton, Washington 98055 0.00 out ot.state (additional) Ten p e limit CITE_ 3F RENTON, Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman October 1, 1996 Kulwant Sandhu 2008 Lincoln Circle SE Renton, WA 98055 Re: GURUDWARA SINGH SABA TEMPLE FILE No. LUA-96-061,CU,V,SP,LLA. Dear Mr. Sandhu: • ' The Examiner's Report and Decision on:.the above referenced matter, which was issued on August 27, 1996,was not appealed withinthe 14-day period.established'by ordinance. Therefore, this matter is considered final by this office and the file.on'.your application is being transmitted to the City Clerk as of this date. • "' ;3 :��f~y FAQ'•"^ _ • Please feel free to contact this office if further assistance or information is required. Sincerely, • _ ' .•~ _ • Fred J. Kaufman' . .. Hearing Examiner . ' FJK/mm . cc: Mark Pywell Sandi.Seeer,"Develoment Services 200 Mill Avenue South-Renton,Washington 98055 - (206)235-2593': -• . :�� This paper contains 50%recycled material,20%post consumer -_ ' i CEO ' [ SEP 2 3 1996 SEPTEMBER 18, 1996 CITY OF RENTON HEARING EXAM NER TO: FRED KAUFMAN, HEARING EXAMINER CC: MARK PYWELL, PROJECT MANAGER KUWANT SANDHU REF: GURUDAWARA SINGH SABA TEMPLE LUA-96-061 DEAR MR. KAUFMAN, MY WIFE AND I OWN THE PROPERTY DIRECTLY TO THE EAST OF THE REFERENCED PROJECT. WE HAVE AN EASEMENT (ATTACHMENT A)THROUGH THE PROPOSED DEVELOPMENT WHICH WOULD HAVE TO BE RELOCATED TO ALLOW THE BUILDING AS CURRENTLY POSITIONED. THE GURUDAWARA SINGH SABA TEMPLE HAVE OFFERED'A PLAN TO RELOCATE THE EASEMENT (ATTACHMENT B), SOMEWHAT TO THE SOUTH. THE NEW EASEMENT WOULD BE SATISFACTORY IF: 1) THE NEW EASEMENT LOCATION OFFERS THE SAME ACCESS AND OPPORTUNITY TO DEVELOP THE LAND AS OUR CURRENT EASEMENT. 2) THE NEW EASEMENT AT 20 FT, WIDE IS ADEQUATE FOE INGRESS, EGRESS, SEWER, DRAINAGE AND UTILITIES REQUIRED TO SUPPORT HOMES ON TWO ACRES. MR. KAUFMAN IF WE CAN GAIN THE CITY'S ASSURANCE REGARDING THESE TWO CONCERNS, WE WOULD BE PLEASED TO AGREE TO AN EASEMENT RELOCATION. THANK YOU, , 0E4 JACK AND SALLY MARTZ-6 18831 102ND AVE. S.E. RENTON WA 98055 • . ) L : r--. s . .LEGAL OESCR/PT/OA/:. — - r , --=... ---i . J ---, i- •--•... • t \ ' t • • / : , • i ` ► I Tht NAQTN i4LW FEET OF r'..e SOUTH(GtG o0 F[GT ad'TNe 55TF, OF' Tse .se/w OFS6CTirW .me< [�.� ; •_:• ; • .• . . • . I. TlnN•RSE, nwM. MA' K/A/G C:N.WTy. /VASN- ' li�V ' . • ! • • i /NG/DA< EXCt�T TAW NORTN 95i07 FEGT �V - OF roil: n'CST /.077./4 FEET r-'.:REaF, ANO O t N .• • . % . sxCEFT THE WEST Zsa OO AT :T rof a REp•f tia w . •.•, - . • 7r6ETA+EQ W/TH AND 6LCUEC7 /D.tL. U c 0 • • t RiGNTs. EAS6M&NT3 AND REr.s ,crodows OR RCCata t i • • iZe aS nw/rwc/r ��_ 4.04P_'y RECORDER&CERT/F/C-TE H aL'/Mw, as'.M esi.os• — I ,r/Nae EASEA.EA? 8 %V0.11 in;. �•• -0-1-P/uo FOR RGCORD rwis ay M scud r.,ay s ue• ---- ---65 PER AR-�,• � _� • . /ras Ar A. ~IC Y • LcrArm< e.osvr '�'"- -�- —p me REOL•�t r a-cs�►w�to i s+aRsc►%4 d E. 2/EBART!/. Q r: 8 v W wall f SUPeQYNreMaANr seAMArai,e t • + J. TRIBE v F A 4;s o-R+�cagas S �t ,ti $u AO 205:950 Q� »�.r w 7Z ACRCO w. MACS v / ?actor - 2 • ' t` LE$ENO NAP AV fP/Y 0 l30. ? d •.,/11 O- S&T• Ed1.!M TN CAP AKIKIO PCS/7444 IMPtf.ra7'vv A. • o NOTE - rN/s SURVEY/s B4•10 OVA oaf..kca INV •- Ivam'seCTxW si Or/she D04 xf, /'y.2 L. OO z • V IX Z SURVEYOR'S CERT/F/GATE N. • • rN/s 444P CVAQec7LV.IEHtE9ENT'A BLKNiy i. 444 E eY me OR UNDER MY LYRL•CT/ON/N • CONFo '-lAce WITH The Re c//A`iA+ENTS op nye SLRViY RECORD/NO ACT AT 17V o "QLJEsr am •r 7701e1n •APR/L /902. rS • + �f?EO LAND .gyp. • cze •/7K5 0 `/4 ua% • at _ ME ir \ �FouosD F+C AWL A T'i,y N4. .57'IY` *NZ/WINO MCNR/NCAie1 _..--Z44.4s NEAT --- • ?Lagoa�rcaro •.-6/ • # .WDcamMW. I W/Ca'rm�NAIL • - ' • • AAJM.4RY uRV�✓ FO/�c .17 TR/BE _- pi EXHIBIT DRAWING -EC FOR EASEMENT2 S Nr it tj 4" ti\\L'CIS S88.26'48"E 520.03' Y a 130 Co mL-7-74\ ' m- no o - ,, i o ao ur trice SBB'26'48"E 527. 19' ri a=84 °54'28" LOT 1 R=35.00' 3 T.P.O.B. L=51.70' J J 1o'° 1 i' ► r 58 6'48"E 200.01' N88'246462.04' '48"W 1047.21 ' /�� li w '`i` fOWILE EASBdBJT RBI AFN 6175814Il ' til R o i; -• ,,,r SOO '58'38,"W c LOT 3 :, o- 0 I} 49.2o LOT 2 z 0 SURVEYED < Li v Al� - =89 °18'18 Q a (LOT 1, RENTON SP N0.068-B7) --, I, h m o �, :�. R=35.00' `" a FOR: z L=54.55' � � N88'26'48 ,W GURUWARA SINGH SABA OF WASHINGTON o ° .: �Ya W_.-_-- _�. ;� .,. __ 595.55" _ 5212 TA N8B'26'48"W - s '' ;` =" ' _�, __ E-,~ i-m RENTQN. WA 98328 200.01 ' - o PROPOSED 20' PRIVATE EASEMENT co s ARHARD FOR INGRESS-EGRESS-UTILITIES `° & ASSOC. 0 0 rn m o N w LAND SURVEYING W PLANNING a 'PLATTING L. B _ 1�a- m 31218 PA IFIC MAW(SOUTH � ;�t L��••;(� FEDERALWAY WASf}>r MOM AS003 k ••* C N88'26'48"W 462.04' — 2 1_ ��- * a,e Z� •� ' —N SE 1/4, of the SE i/4, Sec. 31, Tw 23N, R 5 E., Wrt‘!' r z p, KING COUNTY, WASHINGTON so�o DWG. BY: DATE: JOB NO.' y : l7°' E.T.B 5/20/96 96-111, \ CHKD. BY: SCALE: SHEET WES 04/16/97 E.L.B. 1"=100' OF 2 1"=100' 111214 SADLER/BARNARD & ASSOC. INC 31218 PACIFIC HIGHWAY SOUTH "J" FEDERAL WAY,WASHINGTON 98003-5496 PHONE(206) 941-1599 FAX(206) 941-0869 May 22, 1996 Our Ref. : 96-0115 Page Two of Two LEGAL DESCRIPTION EASEMENT FOR INGRESS EGRESS A 20 .00 foot wide easement being 10 .00 feet on each side of the following described centerline: Being a portion of the Southeast quarter of the Southeast quarter of Section 31 , Township 23 North, Range 5 East, W.M. , in King County, Washington, more fully described as follows: Commencing at the Northwest corner of Lot 1 , City of Renton Short Plat Number 068-87, as recorded under Auditor' s File Number 8806219005, Records of King County, Washington; thence North 88°26 ' 48" West, 200 . 01 feet to the East margin of Talbot Road; thence South 00°58 ' 38" West, along said margin, 15 . 00 feet to the Point of Beginning; thence Southeasterly along a curve to the right, the center of which bears South 05°56 ' 50" West, 35 . 00 feet distant, through a central angle of 84°54 ' 28" , an arc distance of 47. 13 feet; thence South 00°58 ' 38" West, 49 .20 feet, to a point of curvature; thence Southeasterly along a curve to the left, the center of which bears South 89°08 ' 30" East, 35 .00 feet distant, through a central angle of 89°18 ' 18", an arc distance of 49 .20 feet; thence South 88°26 ' 48" East, 595 .55 feet to the East line of said Lot 1 , and the terminus of said centerline. %0 4� - CITI )F. RENTON '\ Hearing Examiner • Jesse Tanner,Mayor - - - - Fred J.Kaufman ', September 16, 1996. - - ' To: Parties of Record - , From: • Fred Kaufman, Hearing Examiner " Re: ' • - Gurudwara Singh Saba Temple , , File No. LUA-096-061,CU,V,SP,LLA - - ' ' The appeal procedure stated on page 12 of the Hearing Examiner's Report and Decision dated " . August 27,•19.96 was incorrect in'that this matter may be-appealed to the City Council. The - • correct appeal procedure is attached to this`memo. Because.of this error, the appeal date has been.extended•to September 24 1996, per;the attached instructions:•We are sorry for any inconvenience this mayvhavefcaused.' , : ' - , ` t• ' .. . ,S tit ' • • • • • • • • 200 Mill Avenue South-Renton, Washington 98055 - (206)235-2593 . , This caner contains 50%recycled material.20%post consumer" - Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., September 24, 1996. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 16, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive- Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in.public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. 'Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM ri IVEr) DATE: August 28, 19969 ' 2 1996 TO: Jenny Bartz OEVELOPMENT PLANNING CITY OF RENTON FROM: = Sonja J.Fesser � SUBJECT: Gurudwara Singh Saba of Wa Temple,LUA-96-061-LLA Format and Legal Description Review(Second Submittal) Bob Mac Onie and I have reviewed the above referenced lot line.submittal and have the following comments: Note on the drawing that the properties to the east of the subject properties are lots in recorded short plats (identify these short plats by City of Renton identification numbers and lot nos.)and the properties to the south are not platted. This oversight was made by Property Services in our previous review dated June 14, 1996,and we regret any inconvenience that it may cause. The proposed ingress/egress easement should be recorded separately and prior to the recording of the lot line adjustment because of the way the encumbered property is described in the legal description for said easement(references are made to the underlying short plat only). A provision on the drawing is needed for the King County Recording No. for this easement and the word"PROPOSED"should be removed. This easement should also be noted on the drawing as "private"(note to whom the easement benefits). The proposed easement as drawn is 25 feet wide at its western terminus,rather than the 20 feet specified in the legal description. Is there a reason why the PT of the first curve and the PC of the second curve are angle points? As described,the easement center line falls short of the"East line"by a significant amount(in excess of 8 feet). Note that if there are restrictive covenants (or any other new easements)included as part of this subdivision,they can be recorded concurrently with the lot line adjustment. For easements,indicate on the drawing to whom the easement is granted and provide a place for the recording number. The lot line adjustment drawing sheets and the associated document(s)are to be given to the City Clerk's office as a package. The lot line adjustment should have the first recording number. The recording number(s)for the associated documents should be referenced on the lot line adjustment drawing sheets in the appropriate locations. In our review of June 14,comments were made concerning easements to be released,and a clarification of what was intended is now needed. The easements noted as encumbering the subject property(AF#s 6099140, 6093903 and 6175814)appear to be private easements rather than city- held. If these easements need to be released,the applicant will need to reach agreement(s)with the property owner(s)with interest(s)in the easements. We assume that the new 20 foot ingress/egress August 15, 1996 Page 2 easement is to replace the above referenced easement documents. However,if these easements are still of record at the time that this lot line adjustment is recorded,they must be noted on the drawing. The references to"EXISTING EASEMENT TO BE REMOVED"should be erased from the drawing. See the attachment for the highlighted item that needs correcting. MEMO.DOT/ -7. 3 of 3 CITY IF SECTION 31 9 • r T . DECLARATION: Know all men by these presents that we, the undersigned EXISTING LEGAL owner (s) [and contract purchaser (s)] of the land herein LOT 1 described do hereby make a lot line adjustment and The West 520 feet of thi declare this lot line adjustment to be the graphic of the Southeast quarter representation of same, and that said �rt:lod 'line adjustment North, Range 5 East, W.M., is made with the free consent and in accordance with the easterly margin of Count desires of the owner (s). In witness whereof. we have set portion of the North 95 our hands and seals. of the Southeast quarter in King County, Washingtc Road No. 80; LOT 2 Name Name The North 146 feet of tt the Southeast quarter of Range 5 East, W.M., in EXCEPT the West 30 feet Name Name SITUATE in the City of F EXCEPT the West 10 feet • B711180707: ACKNOWLEDGEMENTS TOGETHER WITH and SUBJE STATE OF WASHINGTON record. COUNTY OF KING LOT 3 On this .... day of , 1996, before me, the LOT i. RENTON SHORT PLA undersigned, described as follows: a Notary Public in and for the State of Washington duly commissioned 'The North 236 feet of tt 1077.16 feet of the Soutl and sworn, personally appeared Township 23 North, Range to me known to be the parties that TOGETHER WITH a non-exc: and utilities over the Nc executed the foregoing instrument, and acknowledged the said uses and of the West 2 feet of _; t said Section 31;i; AFFIDAVIT OF'SERVICE BY MAILING STATE OF WASHINGTON) ss. County of King ) MARILYN MOSES , being first duly sworn, upon oath, deposes and states: That on the 27th day of August ,1996, affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: - C SUBSCRIBED AND SWORN to before me this 27t4 day of AVIu S f , 1996. CAf141)) Notary PublicA for the State of Washington, residing at ,therein. Application, Petition, or Case No.: Gurudwara Singh Saba Temple LUA-096-061,CU,V,S P,LLA The Decision or Recommendation contains a complete list of the Parties of Record. I-4 -€ (k r I ntXtirlitli r pp.r+ HEARING EXAMINER'S REPORT August 27, 1996 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA LOCATION: 5212 Talbot Road South SUMMARY OF REQUEST: Applicant seeks conditional use permit, height variance and special permit for fill and grade to construct 22,000 square foot temple on six acre site. SUMMARY OF,ACTION: Development Services Recommendation: Approve with conditions. DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on July 24, 1996. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the July 30, 1996 hearing. The legal record is recorded on tape. The hearing opened on Tuesday, July 30, 1996, at 9:00 a.m. in the Council Chambers on the second floor of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map application,proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No. 3: . Site plan Exhibit No. 4: Grading plan Exhibit No. 5: Landscape plan Exhibit No. 6: Wetlands plan Exhibit No. 7: Elevation drawing, north and west Exhibit No. 8: Elevation drawing, south and east Exhibit No. 9: Video of site Exhibit No. 10: Photo enlargements of video printout of overhead view Kulwant Sandhu - Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27,, 1996 Page 2 Exhibit No. 11: Photos from townhouse looking south The Examiner explained that applicant seeks Conditional Use Permit to construct an approximately 22,000 square foot temple on an 6 acre site. Applicant also seeks a variance to allow the 50 foot tall building and flagpole. The applicant is also seeking a special permit to move approximately 2,100 cubic yards on the site and export approximately 19,000 cubic yards of material from the site to other sites for use in fill and grade in other locations. The current zoning on the site is R-14 and R-1. The hearing opened with a presentation of the staff report by MARK PYWELL,Project Manager, Development Services, City of Renton,200 Mill Avenue South,Renton, Washington 98055. The applicant is requesting to construct a Sikh Temple on the project site. The project went through environmental review and on June 25, 1996,the Environmental Review Committee(ERC)issued a Determination of Non-Significance- Mitigated. The comment and appeal period has expired. There were a number of mitigation measures that were applied to the project and the applicant will need to comply with these as the project is constructed. . The project site is located on Talbot Road south of Carr Road and just south of the Summit Park development. The Summit Park development was approved under the R-24 zoning;however,both the density and the style of the project would be consistent with the zoning as it exists today. The applicant seeks to construct the temple in the central portion of the project site. There is a stream and wetland area that runs along.the north boundary, and there are additional wetlands on the eastern or back portion of the site. The applicant is proposing to construct the parking area around the structure. Storm water quality system would be in the front of the structure at the low point of the site. For consistency with the Comprehensive Plan(CP),policy LU-50 notes that non-residential structures may have dimensions larger than residential structures. Also,the,objective again is to mitigate to the extent possible in religious structures the impacts on adjacent areas. There is approximately 96 feet of space between the building and the property line to the north. This area does contain a wetland area with a stream and will have a 25 foot buffer plus additional landscaping. The applicant is proposing to install a bollard style lighting throughout the parking area. They would not be overhead lights, but rather lower to the ground. They will also be using lighting under the soffits of the building to do their exterior security lighting. Again,this is in an attempt to reduce the light and glare that could impact the adjacent properties. The zoning has recently changed in this area. The majority of the project site, certainly the area that is proposed to be developed,was zoned R-24. That was recently changed to R-14. This change mainly affects the density of residential projects. The rear, steeper portion of the project site is zoned R-1. There is also a requirement for community need'in that the proposed location should not result in either detrimental or over-concentration of a particular use within the City. This is the only religious structure proposed at this time along this area of Talbot Road, and therefore could not be considered an over-concentration. Also,the site is to be suited for the proposed use. With the development plans the applicant has submitted,the site is suited for the use. There is access to SR-167 and therefore I-405 and I-5 along Talbot Road which is a collector-arterial road. Carr Road to the north of the site is also a collector-arterial. There are also bus routes in the area. The Examiner pointed out that in reviewing conditional uses for churches or religious institutions,he,does not generally consider the community need requirement,believing the U.S. Constitution states that that is not the province of the City to make a determination. Mr. Pywell concurred, stating that the courts have recently been limiting what cities can require in the construction of religious structures. Kulwant Sandhu "Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 3 Mr. Powell continued that the R-14 zoning does allow50%of the site to be covered by buildings, and that only about 5%of this site will be covered by buildings. Including the paved area for parking and walkways, it would cover about-47%of the site. The applicant is in excess of the 15 foot,side yard setbacks on the rear and the side to the north. The side to the south the applicant did come within 5 feet of the property line with the parking area. It was noted that the applicant sought a waiver from the parking standards in order to provide 217 parking stalls as compared to the 70 that would normally be required of a building this size. The applicant was acknowledging that the parking requirements were minimal for the type of structure that they proposed. They do not-want their members to have.to park on the adjacent residential streets. As part of the granting of the waiver, applicant is required to install additional landscaping,mainly along the southproperty line. This would meet the 15 foot setback and provide additional buffer in that area. The landscaping plan shows the treatment that they propose and plants recommended are a'combination of vine maples,red maples, hornbeam and cedar trees. Ground covers and shrubs would be laurel,viburnum,holly, barberry,kinnickinnick, other plant materials of that nature. Mr. Pywell explained the.process of determining a building's height, both apparent height and in accordance with ordinances. The-apparent height of the structure from the lowest point of the structure up to the top of the domes and also the flagpole would be 55,feet. The height of the building in accordance with the ordinances,the - difference in•elevation•from the front portion of the site-and the area that-will be graded-for the building, and the back portion of the site adjacent to the building is a 12.5 foot difference in elevation. In-accordance with the code the height of the building is measured from a point 10 feet above the lowest point along the side. Measuring up, in this case to the top of the mansard roof or the ramparts,there is a-difference in elevation of approximately 33 feet, and then to the top of the dome would be 45 feet. The flagpole is an independent structure and would.be measured separately, and that would be approximately 55 feet in height. In reviewing the compatibility with the project, applicant will be providing a large landscape buffer between this site and the adjacent area, and the applicant has located the building in the center portion of the project site, again to reduce the impact of the size of the building on the adjacent properties to the extent possible. Applicant has not requested permission to use this site for any outreach or any programs that might sometimes be associated with a church. It is anticipated that the expansion of the temple could generate approximately 205 new vehicle trips. It is anticipated that the existing road systems for this area can handle the flow. Staff would 'fete that they would be outside of the peak hour traffic flows. There are utilities in the adjacent Talbot Road and applicant will need to provide new connections to these in accordance with the City code requirements. Applicant is also requesting a height variance for the proposed building and flag pole. One of the requirements for a variance is the applicant suffers an undue hardship and the variance is necessary for special circumstances applicable to the subject property. Staff would note that the applicant is constrained within the developable portion of this site due to the wetlands on the rear portion, and the need to provide the parking onsite. Also,the applicant does have some unique religious beliefs that come into effect in trying to design a building. One,the flag pole with their flag is part of their religious beliefs and would be looked at similar to a steeple on other churches. As such,the dome would also fit into that category. In designing the building the applicant is also required to keep the rest room facilities and the eating area at separate levels than the main gathering room where the holy book is kept, and thus the design of the building is based upon those religious beliefs. The second is that the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements. The applicant has established approximately 96 feet of landscaping between the north boundary line and the building structure here. Also,there will be an elevation change, or an earthen Kulwant Sandhu ' Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 4 berm and landscape area between the building and the residential area to the north. Staff does not believe this would constitute a grant of special privilege in that similar variances have been provided in residential areas for other religious structures within the City. The other application is the special permit for fill and grade. The site is approximately 6 acres and approximately 21,800 cubic yards of material will be moved onsite. 2,100 cubic yards would be used as fill material and the remaining 19,700 cubic yards will be exported.to an appropriate fill area. It is anticipated that this would.take approximately 985 truck trips to remove excess soil from the site. The applicant will be required to provide the necessary screening or filtration during the construction period. The hauling operation could be done in two weeks.. The applicant will be required to mitigate the potential for dust by sprinkling of the site. Control of the noise is already established by code to 7:00 a.m.to 8:00 p.m.,Monday through Saturday. Surface drainage would be controlled by temporary erosion control plan and the preliminary drainage plans for the site have been reviewed and approved by City staff. Applicant will need to complete his final drawings as part of the construction plans before any construction permits are issued for the site. One other issue addressed was the.existence of an easement that extends across the project.site. It provides access and a utility corridor for the property to the'east.of the project site. The easement goes through the middle of the wetland-and it is doubtful it could ever be developed. The.easement will need to be relocated and it must be worked out with the property owner to the east. As.a condition of approval and prior to the issuance of any building.permits,the applicant will need to relocate the easement. Staff would recommend approval of the Gurudwara Singh Saba of Washington Temple and the associated conditional use permit,variance and special permit,with the conditions as contained in the staff report as amended. . KULWANT SANDHU, 2008 Lincoln Circle SE,Renton, Washington, 98055,the applicant herein, stated that he concurred with the staff report conditions and recommendations. STEVE KELLY, 1000 Second Avenue,#3750, Seattle, Washington 98104, an attorney, spoke on behalf of the Summit Park Homeowners Association,the property owners immediately to the north of the proposed site. He presented a videotape which was a computerized drawing that takes the site and superimposes upon it the proposed structure. . He stated that the reason for the presentation was to show that the proposed structure is not compatible with the neighborhood based on its scale and size. It is three stories high and the existing zoning is two stories in height. The difficulty comes that with the structure this size it is anticipated that the congregation will grow dramatically. With the increase in congregation,there will be increased use and noise. There are suggestions that this organization may operate a 24-hour kitchen that is open and available to the population at large and that in some instances they provide sleeping accommodations for pilgrims or travelers. This is not a situation where Sunday services will commence at 8:00 a.m.and terminate at noon or 3:00 p.m. or Saturdays, but it appears that this is going to be a cultural center for this organization, and it is going-to be intensely used. Mr. Kelly stated that the variance requested is inappropriate since they are asking for a variance from their own self- imposed requirements. If the third story was eliminated a variance would not be needed. They had no objection to the religious adornments,the domes,the flagpole. They do have objection to the scale of the property and the scale of the building. Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 5 Because of concerns for the hillside and its potential for slides, Mr. Kelly asked that a condition be placed on the fill and grade that it be started and completed within a certain period of time. Mr. Sandhu responded that they were thinking of starting around September for the building portion. The final grade,parking lot and everything else, would be done next spring because they were also worried about the rains coming. NEIL WATTS,Plan Review Supervisor,Development Services,City of Renton, 200 Mill Avenue South, Renton, Washington 98055, stated that the fill and grade could be broken up into phases as long as they were clearly defined so that proper erosion control could be installed. This hill is a wetlands, not wetlands like a swamp type of feature, but a series of springs that occur wherever. RICHARD DUEHNE,441 S. 51st Court,Renton, Washington 98055,spoke in opposition to the project. He and his wife live in Summit Park directly opposite the midpoint of the proposed structure. He stated that the major portion of the structure that is over the 30 foot limitation will be a gigantic, 150 feet wide, 15 feet high massive structure presenting them out their back living space. The size could conceivably dwarf many of the commercial and industrial area projects in town. It simply is not compatible. JANICE BROWN, 521 S. 51st Court,Renton,Washington 98055,spoke in opposition to the project. She stated that she is a resident of Summit Park and also sells the Summit Park townhome condominium development. She requested that in the event this project is approved,that mature landscaping be an integral part of the approval process,not only along the north boundary,but also to soften the structure. The other request was that the structure be a color tone that would blend in more with the neighborhood. The Examiner concluded that the City generally has favored religious institutions,probably as they have certain constitutional rights which the City has limited power to modify or change. That is not to say there won't be some changes,possibly additional landscaping. Mr.Kelly was asked to present a brief to indicate where the City could possibly impose more restrictive rules on this particular church. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 10:20 a.m. FINDINGS,CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Kulwant Sandhu for Gurudwara Singh Saba of Washington,filed a request for approval of a conditional use permit to erect a temple and for a variance to allow a taller than permitted structure. The applicant is also seeking a special permit to fill and grade the site. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Determination of Non-Significance-Mitigated(DNS-M)for the subject proposal. Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 6 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 5212 Talbot Road South. The site is located on the east side of Talbot south of S. 51st Court. 6. The site is approximately 6 acres in area. While the site is irregularly shaped, its boundaries are rectangular. The site is approximately 331.01 feet wide by approximately 662 feet deep in gross dimensions. There is a long, relatively thin panhandle(375 feet long by 95 feet wide) in the northeast corner of the site, and a separate single family parcel cut-out notch of approximately 90 foot wide by 200 feet which intrudes into the southwest corner of the site. 7. The site slopes upward from west to east from approximately 140 feet to 240 feet. A stream corridor runs along the north boundary of the site. A hillside wetland dominates the eastern third of the site. These areas will be preserved and a 25 foot buffer will protect the wetland from encroachment. Trees that were along the north property line,near the stream,were improperly removed. They will be replaced and additional landscaping will be planted. 8. The subject site was annexed to the City with the adoption of Ordinance 3268 enacted in December 1978. 9. The site received its current R-1 (single family low density)and R-14(mixed residential; 14 units per acre generally)zoning with the recent adoption of the new zoning code amendments in June 1996. 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of rural residential and planned neighborhood uses,but does not mandate such development without consideration of other policies of the Plan. The Comprehensive Plan suggests that churches be located within residential areas,but also have good access to arterial streets. 11. Three existing buildings are currently located on the site including one building currently used as a Sikh Temple. Two of these buildings will be removed while the third,the one located near the southwest corner of the site, will be retained. 12. The new building proposed by the applicant will be approximately 22,000 square feet. The main structure will be approximately 116 feet wide(north to south)by approximately 100 feet deep. A "grand" entry and canopy and stair case will project out from the west end of the building toward Talbot approximately 49 feet. The retained structure is approximately 3,670 square feet. In addition to these two buildings the applicant proposes erecting a flag pole upon which it will fly a religious pennant. 13. The new building which will be built into the hillside will be three stories high. As measured under the zoning regulations,the main building will be 33 feet tall with the dome topping out at 45 feet. The building when measured for gross height from the lowest ground level to the top of the dome is approximately 55 feet tall. The flag pole will be 55 feet tall. 14. The zone permits two-story residential structures while commercial structures may be one story. There is no limitation for religious structures while civic buildings may be two stories. Therefore,the applicant has requested a variance to assure that the building meets code. Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 7 15. As noted by staff, Policy LU-50 permits non-residential structures to be larger in the Residential Planned Neighborhood. Additionally,the conditional use criteria permit"spires, bell towers, public utility antenna or similar"to exceed the height limits of the zone with approval of a variance. 16. The City has recently approved variances to allow church spires to exceed the normal limitations of their respective zones. 17. The applicant applied for and received approval from the Administrator to provide parking in excess of that otherwise permitted. Code requires 70 stalls for the floor area and seating capacity of the proposed structure, but since bench or chair seating sets this allotment,those numbers are not applicable for the proposed religious use. The applicant has received approval to provide 217 stalls. Parking will be located predominantly along the east(rear)side of the structure but there will be parking located around others sides also. The parking proposed along the south will have to be moved back to provide the appropriate setbacks of 15 feet. 18. The building setbacks on the north and south are each approximately 100 feet. The setback from Talbot is also at least 100 feet while the rear setback is well over 500 feet. As noted,the applicant did propose parking within eight(8)feet of the south property line but a minimum setback of 15 feet is required. 19. The applicant proposes installing a landscape area approximately 65 feet in depth along the north property line, including the landscaping and stream corridor buffer. 20. Due to the topography of the site,the applicant has also requested a permit to fill and grade the site. Some suitable foundation fill materials amounting to approximately 2,100 cubic yards of material will be retained on the site. To create the level building pad and set the building into the hillside,the applicant will be excavating and exporting approximately 19,700 cubic yards of materials. 21. Staff estimates that approximately 985 truck trips will be necessary to accomplish this work. 22. There is a request for a Lot line Adjustment under separate review that would consolidate 3 lots into 1 lot. 23. The applicant has agreed to modify what originally appeared to be a stark white color. The applicant agreed to use an off-white treatment to cut down the glare and contrast with the surrounding viewscape. 24. Subsequent to the close of the Public Hearing the applicant offered to reduce the height of the building by approximately two(2)feet. 25. An easement runs through the site from the east to provide for utilities and access to the adjacent eastern parcel. Staff noted that this runs through the center of the wetlands and recommended that it be relocated. CONCLUSIONS: Conditional Use Permit 1. The applicant for a Conditional Use Permit must demonstrate that the use is in the public interest,will not impair the health, safety or welfare of the general public and is in compliance with the criteria found in Section 4-31-36(C)which provides in part that: Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 8 a. The proposal generally conforms with the Comprehensive Plan; b. There is a general community need for the proposed use at the proposed location; c. There will be no undue impacts on adjacent property; d. The proposed use is compatible in scale with the adjacent residential uses, if any; e. Parking, unless otherwise permitted,will not occur in the required yards; f. Traffic and pedestrian circulation will be safe and adequate for the proposed project; g. Noise, light and glare will not cause an adverse affect on neighboring property; h. Landscaping shall be sufficient to buffer the use from rights-of-way and neighboring property where appropriate; and i. Adequate public services are available to serve the proposal. The requested conditional use appears justified and should be approved 2. The proposed use is compatible with the Comprehensive Plan. The Comprehensive Plan recognizes that religious houses of worship are intimately associated with residential neighborhoods; so while the plan designates this area for a variety of residential purposes,the associated religious institutions are permissible. 3. This office generally avoids making determinations about community need when reviewing religious institutions. It is probably an inappropriate criteria given the variety of religious denominations that exist. While other criteria may determine if the use is appropriate or intrusive,this one seems inappropriate for governmental review. 4. The proposed expansion does not appear to have any unreasonable impacts on adjacent properties. Clearly, it will be larger than what has been located on the subject site. But given the generous separation between the building and its various property lines,there should be little crowding or shadowing impacts even with the additional height proposed by the applicant(see variance discussion below). With the exception of the improper tree removal that occurred recently,the applicant has apparently been a good neighbor and has not had any untoward impacts on the community. There will clearly be some impacts during construction but those should be short-lived and are the normal consequence of a growing community. With the additional parking proposed by the applicant,no long term impacts from the new development appear evident. 5. It is unfortunate that the trees along the north property line were improperly removed as they would have created a mature vegetative screen between the proposed use and the residential complex to the north. It will now take time for any screen to effectively buffer the sites from one another. In any event,the large separation and the architectural details of the proposed building should reduce the apparent bulk. The applicant's willingness to alter the color tone of the building should also help soften its impacts. 6. The policies indicate that larger non-residential structures are permitted and the structure is only one story taller than the adjacent multiple family complex to its north. Like that project,this one will be set Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 9 somewhat into the hillside. The modulation offered on the third story will also reduce its apparent bulk. 7. Again,the generous setbacks also soften any possible visual impacts of the structure on the community. The separation should also limit any shadow impacts even during the winter months. 8. The additional parking that has been approved should limit off-site parking and circulation by those attempting to park. Talbot Road provides the needed arterial access. 9. The proposed wetlands'preservation plan and landscaping plan appear more than appropriate for this site. Again,the loss of trees should be rectified as soon as possible both to stabilize the soils and to recreate the screening. Variance 10. Variances may be granted when the property generally satisfies all the conditions described in part below: a. The applicant suffers undue hardship caused by special circumstances such as: the size, shape, topography, or location where code enforcement would deprive the owner of rights and privileges enjoyed by others similarly situated; b. The granting of the variance would not materially harm either the public welfare or other property in the vicinity; c. The approval will not constitute a special privilege inconsistent with the limitations on other property in the vicinity;and d. The variance is the minimum variance necessary to allow reasonable development of the subject site. The applicant's property appears ripe for the variance requested. 11. The conditional use criteria invite variances for church uses which might have spires or belltowers. Section 4-31-3 6C(3)(c)provides: Height: Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located. Spires,belltowers,public utility antennas or similar structures may exceed the height requirement upon approval of a variance. The code's height restriction is generic whereas the conditional use criteria permits churches and by extension churches with spires, steeples and belltowers. The imposition of the height limitation would deprive the applicant of the right to develop a temple on the subject site. While that section appears aimed at western religious architectural adornment, it should not be read that narrowly. While the additional floor adds to the bulk of the building, it does not appear untoward. Other than the size or possible appearance of the structure, it does not really create any harm. For what it is worth,view corridors,while contested, are not necessarily protected. Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 10 12. In addition,the site suffers significant topographical constraints. The northern edge of the site is dominated by a stream corridor while the eastern third of the site contains wetlands. Both of the environmental features will be preserved thereby limiting the actual portions of the site which can be developed. In order to function,this religious institution needs to provide a certain amount of space and their eating/kitchen facilities must be kept separate from their sanctuary. 13. As noted in the above discussion,the additional floor will not materially harm either the general public or other property in the vicinity. The setbacks,and eventually the landscaping, should screen the properties from one another. 14. As noted,within the recent past the City has approved variances to allow churches to have taller spires. Coupled with the topographic constraints found on the site,the approval will not create an undue precedent or the grant of a special privilege. 15. Clearly,the applicant's subsequent willingness to reduce the height demonstrates that the variance request should be scaled down to the minimum necessary for relief. Therefore,the variance will permit a building no taller than 53 feet. If the applicant can reasonably set the building deeper into the slope to further reduce the apparent height of the building that should be done. Special Permit: Fill,Excavate and Grade 16. The proposed Special Permit appears reasonable. The site is extremely sloped. In order to provide a reasonable building pad and sufficient parking areas,excavation, some fill and redistribution of materials on site will be necessary. 17. The Talbot Road arterial can handle the truck traffic generated by this proposed operation. SR-167 is nearby if materials are to be transported any distance from the site. 18. Since development is proposed for the site,the screening and landscaping requirements will be met by the proposed development of the site. 19. The applicant shall be required to implement the standard erosion control measures to protect the stream corridor and wetlands as well as implement the conditions of its wetlands plan and geotechnical report. DECISION: The Conditional Use Permit and Variance and Special Permit are approved subject to the following condition: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall provide a minimum 15 foot setback from the south property line which shall be landscaped. 3. The site shall not be used for the storage of vehicles which are not associated with the principle permitted use. Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 11 4. The applicant shall comply with the geotechnical report and shall meet all standards regarding erosion control and wetlands preservation. 5. The applicant shall plant larger,more mature specimen trees to replace those removed improperly subject to review and approval of Development Services. 6. The variance shall permit a building with an absolute height no taller than 53 feet. If the applicant can reasonably set the building deeper into the slope or at a lower base elevation to further reduce the apparent height of the building that should be done. 7. The applicant shall maintain the building in off-white tones subject to approval of Development Services. 8. The applicant shall relocate the easement that runs through the wetland. ORDERED THIS 27th day of August, 1996. FRED J. KAT1\ HEARING E MINER TRANSMITTED THIS 27th day of August, 1996 to the parties of record: Mark Pywell Kulwant Sandhu Steve Kelly 200 Mill Avenue S 2008 Lincoln Circle SE 1000 2nd Ave.,#3750 Renton,WA 98055 Renton,WA 98055 Seattle, WA 98104 Neil Watts Richard Duehne Janice Brown 200 Mill Avenue S 441 S. 51st Court 521 S. 51st Court Renton, WA 98055 Renton,WA 98055 Renton,WA 98055 Michael Thompson Jack Martz Thomas McKee 529 S. 51st Court 18831 102nd Avenue SE 455 S. 51st Court Renton,WA 98055 Renton, WA 98055 Renton,WA 98055 Mo Hugi Dick Ralston P.O. Box 66405 do Highlands Community Church Seattle,WA 98166 3031 NE 10th Renton, WA 98056 TRANSMITTED THIS 27th day of August, 1996 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Administrator Members,Renton Planning Commission Jim Hanson,Development Services Director • Art Larson,Fire Marshal Mike Kattermann, Technical Services Director Kulwant Sandhu Gurudwara Singh Saba.Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 12 Lawrence J. Warren, City Attorney James Chandler, Building Official Transportation Systems Division Jay Covington,Mayor's Executive Assistant Utilities System Division Councilperson Kathy Keolker-Wheeler Valley Daily News Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., September 10, 1996. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. Appeal of the Examiner's decision is governed by Title IV, Chapter 8, Section 11, which requires that such appeal be filed with the Superior Court of Washington for King County within twenty (20) days from the date of the decision. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. I 1 es n a 1 ,,^^ VJ m 12 0 0 -........"."...'....."............. "."' :-. . , _ , -TA ROAD lOUtN V -,r- -,f 1 `r zmen n I • \� 3 \ I. I \ q ti t , -El— , 0 — • Ai 111, 11N'h�1� Ca t A . 1'4 C= 44- 4r !n �0 i ., , \IP—, t , i \ RCVHIOM 2. w NEIGHBORHOOD DETAIL MAP GURUDWARA SINGH SABA CHURCH CONSTRUCTORS > of WASHINGTON 1530 PICANYON D212 TALUOT ROAD SOUTH R[O1+OND On lTTSe Q RENTON WA N • • [ ZVS Aeh_= • tl 1 t l d ..,I .. »1. t.•.: t • • ,%I 17.-• ...r w;l l•at L 1 .1 1 •.. 11 1n4 ••••••V 1 \ 1 • '. 13. ....-; t 1 JI W/ M.c I 1 -I =•/1 1 I • 1••.ML wiPt 1 1 1 , .,• - warnrin I \ I . _ II Z s• wx 1 i. I.o..m.1..Wm*.w•.•••.yow 1 I 11 '1 � • r...•; • I Kum. •I••••••rnw _ L �I 1 r� • T I t 4I t t • -/•• ••)f\i II1 I A.:.., •ir r.l.% I•I•I KNn w.0aatl in w...,auA. , • ,i,r;•:•1 .,•t1•y,•II••1 I•" • ...•.9•.b..•09•8•4 w w•..m raP.../ p-••tlV +- 1 ',� t L•, , 1i . ' 1 1\ M i .cm..lw..tw...a.e...as iiew ' '� \ \ JI —1 I . �'!� 1 .[Ot•.tNY1[ Ie,nl•••).•1 1 11 1 , 'J \ I F I t'.r r.•N I\ .- I 0 ! KOOK ..an \ I '\ 'I ! \ �.�/.•'i•�i FTw..�.�. 1 1\ . �.. 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I We' ..I,... ••••••••• ELEVATIONS GURUDWARA SINGH SABA CHURCH CONSTRUCTORS —------ ----- • ---- ___ ._ . ._. .. •—• ... e10410111IIITOM •s•4 t..1.0111 .-. ... .-_......_......... -..--...--... ............• • ..- .- -..-....--...— •-.-• •' • ". I OM 411.0.1f••••WY/. 1114.0.11 MI Cll. -. . .. . . .-..- . . ..-...- .11 •01y0•1 gra -.. _ . .. ..- .. ....- Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 12 Lawrence J. Warren, City Attorney James Chandler,Building Official Transportation Systems Division Jay Covington,Mayor's Executive Assistant Utilities System Division Councilperson Kathy Keolker-Wheeler Valley Daily News Pursuant to Title IV, Chapter 8, Section 15,of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., September 10, 1996. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or,fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. Appeal of the Examiner's decision is governed by Title IV, Chapter 8, Section 11, which requires that such appeal be filed with the Superior Court of Washington for King County within twenty (20) days from the date of the decision. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them.to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • 1 r . a 4 n a r 21 ' s a s : ., -1 • - m 0 pia r*. J\ 1 4. ?k r,`,� " �� TAIJOT ROAD SOUTH• 1r ••r r—� t .r Y a r7A \u • - 3 \u I A rzi q -El- I 9I, f 1 • 11011, - .----- , _ \. -,, 12 . 1- I L " -, 1 I =•M Ni1-IaORH00D DETAIL MAP - -GURUDWARA SINGH SABA • CHURCH CONSTRUCTORS 11> y of WASHINGTON - e3O N CANYON 4 D 0212 TALSOT ROAD SOUTH REDMOND OR ST754 RENTON WA / I • • • • 2• •1 t ‘ t t A _1 • % y...____21 c t t_ . •...., \ ,1 11 . \ )\-))1 I. \ I.osau I/ 1 _ 1 N .J.N.IJ 1 I 1 1 _ 1 m t J•o••V i 1 11 ,'• •--=-l--•', i —i- o.w.I w[A ..am.i 54+•0 = 1 1 `i—•ice ` ir — • I 1 `_ _L •. • ,1 nKW • .t[.•ua4P•W —� 1 .. • 1 E -.I. %1 fl\ I • 14a•..m•u.[..Pw1Aa..m.Or+o.+Nl — ••— , • I a ` / Ib0 • • .1, ...., ..",. .. .fao[n. l 1 ,,1 1 1 1 1 "•'1 1 1 1 r I ti •..+..•••o•4K.I.a ..• v.•••V I- - 1 1 — J1 i 1 11 .•Y i[ o.••••.ma .e.w.c[•aaml ,`\ 1 1 1 1 1, w.n-.r...®..[.11 •• .s•..4 i 11 ,,\I \[ 1` 11 1',• i t` - i '[0 ttr•K•.KI[I•Y1 ...inl N 1 1 1 1 T I 1 I 1,' off 1; -1 `OD A COS [wwl.ci 1 —�1 1 —••�•.4.•.•-'!`.11 �wrt4 • 1\ I KW 1 .•..1 %1 ; ; '1` -C • GjJ[I . I=i , -;•. ; 1 .•4q. i ,mf l''.•1. I H n000'Dl ..01•o-cm, I 1 I _. 1 . ,.._ r� ` I I I �D Iii 0 K %pm•Cmi 1 1 1 I [ 1_: ..—_E 1s.—& Y� `_ j i TITITI -. y e 001 .•s s.w�a • I . 11 I— \,• %'/� %�f(////. ,� 1 1 f••••4.. I C nw'rac ..[low I I (i is i A l _.::1 = --.i \ — —T »1 4-4; —t���/ /n//t/��//,;/�'1/, / 1 \` — I _ ` to°D /// E —1 ��, ��/. ......0//�/fi /////ti ...\i.4,.J 1 1 D / (1.1 ()) 11 „," i' I \ i_ —� _1.C 1 ./e./// ///i. L.;` u..'L: — 1 I 1 ` �1 II■ \ vi\. ..:.2.,' -..c i , . li • 1 1 n 'j \ rnwv. j. <7 :ON \\...\\11111111k i — : 2....., �•33 b ` l E I..a• 6 ' i i Q E p N . I l L''' 1 t • 11 ' • .. , 1. . . . \1. . . . . .... . ,,....I r . . .. . , .. . . .. . . . . , 4.—' ......4 ... . __ __ 4T, ._ weIr •. OW -I • '7. . . . t__ .„.._ ....._."71 .. - I. I. . 1 . . I . ____ -,—, 0 1 ig I . . . r ... . . . . . . ' I . if`CD D . . . , .D , . ,. D . ' I:1 .. .' e . 1 t. I q '• --ft. 0 . ,D , . - .D 0 . .0 1 D •. • . . . El CI I D . . , . . . r . . n. . . 1 / 1 ,,,..../NC..191' _ , • . . = . 1 . .. . .., .. :,..,.. . D . 'I . • ._. .. . •. . ,. . . .. . . P .. . . . . .. _ . . .. . • _ , . . .) , , _____ . , ), 0 ,. • •: 0 . . . __„0. .. . .---- . I . .. ,. r . , . ., . . , , , . • , . . . . . . . . . . • , _ . . • . % . . . • . .... ----:„ . . .• ....., , . • , . 1 . . . . . . , . . . . . , ,. . .. , • - , . . . .. . . . . . . . . . . . .- • . .. . . . . 1 ELEVATIONS GURUDWARA SINGH SABA • >. • CHURCH CONSTRUCTORS = --- 0,M1/3111 •11 fa(...frOal •we Uteat•04•91.111 . — -••---.--— . •.. 4 •alopm Oa .- •- - - .-..- . . ..--- .• . . . .. . . . 111. 0: r ode KELLY\GRANT p.s. 111 AUG 1 9 1996 Lawyers 1000 Second Avenue, 37th Floor CITY OF RENTON Seattle, Washington 98104-1046 HEARING EXAMINER Stephen C. Kelly Facsimile: (206) 386-7367 Direct Dial: (206)386-7365 Telephone: (206) 386-7363 Mobile: (206)979-2901 August 15, 1996 Mr. Fred Kaufman Hearing Examiner City of Renton 200 Mill Avenue South Seattle, Washington 98055 Re: Gurudwara Singh Saba Temple, LUA-96-061 Dear Mr. Kaufman: At the conclusion of the hearing with respect to the above permit application conducted July 30, you referred to recent court decisions involving disputes between governmental bodies and religious institutions over the permitting process. In that regard I enclose a memorandum addressing those cases and their applicability to the objection by the Summit Park Homeowners Association to the granting of a variance requested by the applicant and the objection to the adequacy of the landscaping and the proposed color of the structure (antique white). As you requested, a copy of this letter and memorandum are being sent to the applicant as identified on the proposal. Sincerely yours, KELL \GRANT p.s Steil en C. ly SCK:jo Enclosure cc: Mr. Kulwant Sandhu w/Encl. Summit Park Homeowners Association w/Encl. KELLY\GRANT P.S. Lawyers 1000 Second Avenue, 37th Floor Seattle, Washington 98104-1046 Facsimile: (206) 386-7367 Telephone: (206) 386-7363 MEMORANDUM To: Mr. Fred Kaufman, Hearing Examiner, City of Renton From: Stephen C. Kelly Date: August 16, 1996 Re: Gurudwara Singh Saba of Washington Temple INTRODUCTION Gurudwara Singh Saba of Washington Temple ("Applicant") has applied to the City of Renton for a conditional use permit and a variance to permit the construction of a house of worship ("Temple") in a zone with a two story (30 foot) height limitation. The plans for the Temple call for a three story building with a total height of fifty-seven (57) feet, inclusive of "structures of religious significance," which add twelve (12) feet to the building. The Summit Park Association ("Association") opposes the grant to Applicant of a variance from the height restrictions generally applicable to the area and to the issuance of a conditional use permit for the Temple unless mature plantings are installed along the north property line and the Temple building is earth tone in color. The Association does not oppose the construction of the Temple. It does, however, believe that no hardship would be imposed upon the Applicant by enforcing the height limitations of the existing zoning (two stories/30 feet) with respect to the basic structure of the Temple, and limiting the variance granted to the twelve (12) feet required to accommodate structures of religious significance. The Association also feels strongly that any conditional use permit granted to the Applicant should be conditioned upon its agreement (1) to paint the Temple in an earth tone to blend rather than contrast with its surroundings, and (2) to replace the mature native growth along the north side of the property (that was illegally removed by Applicant). This memorandum has been prepared in response to the suggestion made at the hearing that the Association address the potential impact of recent decisions of the Washington Supreme Court on the Association's recommendations with respect to the pending Application this case. Some concern was expressed that these decisions Memorandum to Fred r�aufman, • Hearing Examiner August 16, 1996 Page 2 might have a material impact on the manner in which the City could legally apply its zoning ordinances to religious institutions. The Association is aware of three such decisions -- Sumner v. First Baptist Church of Sumner, 97 Wn.2d 1, 639 P.2d 1358 (1982); First Covenant Church v. Seattle, 120 Wn.2d 203, 840 P.2d 174 (1992); and First Methodist Church v. Hearing Examiner, 129 Wn.2d 238 (1996). As discussed below, however, none of these decisions have any bearing on the issues raised by the Association with respect to the pending Application. THE APPLICABLE LAW None of the cases cited above involved the application of a municipal zoning code to a religious institution. Sumner involved the application of a municipal building and fire code, and First Covenant and First Methodist each involved the application of a city landmark designation ordinance. All of these cases involved an allegation by a religious institution that the application of a city ordinance to an existing house of worship interfered with its constitutionally protected right to freely exercise its religion. None of these decisions stand for the proposition that a City such as Renton may not apply existing ordinances to a religious institution solely because of its status as such. In Sumner a trial court had originally issued an injunction which prevented a religious institution from conducting a parochial school on its premises, based upon the city's claim that the school premises did not meet the safety requirements of existing fire and building codes. The Supreme Court reversed the trial court's ruling, and remanded the case to the trial court for further evidentiary proceedings. It is important to note, however, that the Supreme Court reversed and remanded the case solely on the grounds that the trial court had failed to balance the conflicting interests of the city and the Church, as required by existing constitutional precedents. The Court never addressed, and did not hold, that a municipality may not apply its zoning codes to a church merely because it is a religious institution. In First Covenant and First Methodist, the Supreme Court struck down as unconstitutional the designation of two churches as historical landmarks under municipal landmark designation ordinances. It did so based upon a finding that such a designation would impermissible infringe upon the right of free exercise of religion guaranteed under the Washington and United States Constitutions. In Covenant, the Court found that designation of a house of worship as a landmark imposed both administrative and financial burdens on the church which were unconstitutional under the balancing tests applied to any governmental regulation impacting the free exercise of religion. Once again the Court did not hold that landmark designation ordinances J:\SUMMIT\SCKMOFP.DOC Memorandum to Fred Kaufman, Hearing Examiner August 16, 1996 Page 3 were per se invalid when applied to religious organizations, but found instead that the city had not shown that the interests served by the ordinance under review (to protect structures of historical and architectural significance) were sufficiently compelling to justify the burdens that the ordinance imposed upon the church. In the pending Application, no evidence has been presented suggesting that the application of the exiting zoning regulations would place any administrative or financial burden on the Applicant. In First Methodist, the Court held that if a religious institution proves that a government action (the designation of a church building as a landmark) has a coercive impact on the practice of religion, the government must prove that the action serves a compelling interest and represents the least restrictive means of accomplishing that interest. Applying this balancing test, the Court found that the landmark designation of the church was unconstitutional. In the Application under review, there is no evidence that application of the existing height restrictions, with a variance for those parts of the structure with religious significance, would have any effect on the Applicant's right to practice its religion, much less a coercive effect. THE PENDING APPLICATION The Hearing Examiner has the authority to grant a variance upon the filing by a property owner of an application which "set[s] forth fully the grounds therefor and the facts deemed to justify the granting of such variance." § 4-31-19 F.2.a. To the best of the Association's knowledge, to date the Applicant has not provided any facts to justify the requested variance. Moreover, it is hard to see what facts could justify a variance under the criteria set forth in § 4-31-19 F.3.a. Applicant has made no showing that it will suffer any hardship if the variance for a third story is not granted. There has been no showing that the variance is necessary because of the size, shape, topography, location or surroundings of the property. Neither has there been a showing that denial of the variance would deprive Applicant of any rights enjoyed by other property owners in the area subject to the same zoning. Rather, on the facts of this case the grant of the requested variance would confer a special privilege on Applicant because it is a religious organization, raising serious issues of the separation of church and state. The height, bulk and color of the proposed structure, without regard to the additional height required for the structures of religious significance, in and of itself is materially detrimental to property owners in the vicinity. This was clearly demonstrated by the computer generated exhibits introduced by the Association at the hearing. To grant the requested variance would compound the harm caused by the Applicant's J:\SUMMIT\SCKMOFP.DOC Memorandum to Freu Kaufman, • Hearing Examiner August 16, 1996 Page 4 insistence on building a structure that is clearly out of scale with its residential neighbors. The competing objectives of the Applicant and its neighbors can best be accommodated by limiting the requested variance to the additional twelve (12) feet required for structures of religious significance, which would greatly reduce the visual impact of the structure. If the variance is granted as requested, it would have a materially detrimental impact on the adjacent property. The Association's request that the Applicant be required to plant mature trees and shrubs along the northern portion of its property stems from the inadequacy of the landscaping proposed by Applicant. It is important to remember that the Applicant, without obtaining required permits, previously destroyed mature trees which would have created a visual and sound barrier between the Association's property and the proposed Temple. The Applicant is now simply trying to save money by proposing to replace this mature growth with immature plantings which will require many growing seasons to reach a height where they can even begin to provide any visual or sound relief to the members of the Association from the proposed Temple. This is simply a dollars and cents issue, with no religious overtones. The remediation requested by the Association is reasonable and appropriate in the circumstances, and will have no coercive effect upon the Applicant's freedom of religion. As to the Association's final request, that the Temple be painted in earth tones to better blend in with its surroundings, there is no reason to believe that the Temple's color has any religious significance. At the hearing, the spokesperson for the Applicant merely indicated that it could be painted "antique white." There was no suggestion that there was any religious significance associated with the color of the Temple. As such, requiring that the Temple be earth tone in color is not legally prohibited since it will neither impose a burden on Applicant nor have a coercive effect on the Applicant's freedom of religion. CONCLUSION The law is clear that uses of property which are otherwise not permitted in a residential district must be compatible with the residential scale and character of the neighborhood in which the structure associated with the use is located. § 4-31-36 F.C.4. Clearly, the bulk, height and color of the Temple proposed by the Applicant are not compatible with the neighborhood in which it will be located. The Applicant has made no showing which would justify a variance from the height limitations applicable to the neighborhood other than to the extent required to accommodate structures of religious significance. The decisions of the Washington Supreme Court in Sumner v. J:\SUMMIT\SCKMOFP.DOC Memorandum to Fred Kaufman, Hearing Examiner August 16, 1996 Page 5 First Baptist Church of Sumner, 97 Wn.2d 1, 639 P.2d 1358 (1982); First Covenant Church v. Seattle, 120 Wn.2d 203, 840 P.2d 174 (1992); and Methodist Church v. Hearing Examiner, 129 Wn.2d 238 (1996) do not require the Applicant to be treated any differently than any other property owner in this case. • J:\SUMMIT\SCKMOFP.DOC AFFIDAVIT OF PUBLICATION Jessica Borg , being first duly sworn on oath NOTICE OF ENVIRONMENTAL states that he/she is the Legal Clerk of the DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON VALLEY DAILY NEWS The Environmental Review Committee (ERC) has issued a Determination of Non- 600 S. Washington Kent, WA. 98032 Significance - Mitigated for the following aroject under the authority of the Renton a daily newspaper published six (6) times week. Said newspaper is a legal Municipal Code. newspaper of general circulation and is now and has been for more than six GURUDWARA SINGH SABA OF WA TEfvi- months prior to the date of publication referred to, printed and published in the PLE LUA-96-061,ECF,CU,V,SP,LLA English language continually as a daily newspaper in Kent, King County, Wash- The applicant seeks to obtain environ- mental ington. The Valley Daily News has been approved as a legal newspaper by order mental review (ECF) and a conditional on of the Superior Court of the State of Washington for King County. (CU) permit to construct a 22,000 sq. The notice in the exact form attached, was published in the Valley Daily News temple on approximately a six acre site.Theapplicant also seeks a height variance(V)in (and not in supplement form) which was regularly distributed to the subscribers order to allow a 50 foot tall building and during the below stated period. The annexed notice, a flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cub.., yards of fill and the exportation of 19,700 N O t i P o f F.n v n P t cubic yards of material) prior to the issu- ance of building permits has been request- ed. The applicant also requests a lot line adjustment(LLA)to consolidate three exist- was ?-1-96 ing lots into a single lot. Location: 5212 published on Talbot Road So. The 15 day commenU14 day appeal peri- ods for this project will run concurrently and The full amount of the fee charged for said foregoing pu lication is the sum of end at 5:00 p.m. on July 16, 1996. Appeal procedures and the mitigation measures $ 61 .76 imposed by the City of Renton's Environ- mental Review Committee are available at the Development Services Division, Third Floor,Municipal Building,Renton,Washing- Leg I lerk, Valley Daily N ws ton 98055.Phone:235-2550.You should be prepared to make specific factual objec- tions. A Public Hearing will be held by the l;°�{. �' -' _ n Renton Hearing Examiner at his regular Subscribed and sworn before me this a r' C}ay of •v �+-�, / 19 — meeting in the Council Chambers on the l second floor of City Hall, Renton,Washing- ton, on July 30, 1996 at 9:00 AM to consid- � ar the Conditional Use Permit and Variance. i/.��N (Iftel f the Environmental Determination is �ec�. ! rFjy� appealed, the appeal will be heard as part i •'•••SfON f•.• /�`, �f this public hearing. 8t ,`�;-�, �A�...�, Notary Public or the State of Washington Published in the Valley Daily News July ��• . tl� t, 1996. 1773 :o� 0 _R y N: residing at A fl o _ : * King County, Washington AUB1.\G (0 / \city vised 7/92 00 (� KELLY\GRANT p.s. Lawyers 1000 Second Avenue, 37th Floor Seattle, Washington 98104-1046 Stephen C. Kelly Facsimile: (206) 386-7367 Direct Dial: (206)386-7365 Telephone: (206) 386-7363 Mobile: (206)979-2901 August 6, 1996 Mr. Fred Kaufman Hearing Examiner City of Renton 200 Mill Avenue South Seattle, Washington 98055 Re: Gurudwara Singh Saba Temple, LUA-96-061 Dear Mr. Kaufman: Enclosed please find copies of the photographs which I submitted on behalf of the Summit Park Homeowners Association which were attached to foamcore. These may be substituted for the foamcore exhibits. I would appreciated it if on the back of each photograph the exhibit number were reflected. Sincerely yours, KELLY\GRANT p.s. Ste•hen C. K Ily SCK:jo Enclosure • cc: Mr. Kulwant Sandhu w/o Encl. Summit Park Homeowners Association w/o Encl. ' -.-I _ • ;;• >r .,• cart ,w MT.`._• j.l i:;....,i::i''%t�"+ ;se, .+���' • • ` ,' . .-- Pioneer National: :••, :1 r,�i.-: •',-..; :;:; >-_.,.'�• �_:' ,h . . ' 't1e Inlnlzailce Cogs*/ YREAL ATE'CONTRACT•. ,.'• ' ' t wa.oIM�Torc TITLL.OtanOtOl�• ..•:'.::• •;,r.•ti• ..^�.. :' . • :His GomirACtr.mtrd.a4dal 3fnen•th1t• 'd3yrel z•e... . Scptaeoce , is : ?. • • • s ;•7Ium& J. 3olivi d PAZ{ICIA 3. $Qiadia, his vift: , — hereinafter called the acne:and afar.: I,Bw ZOSP a • Cr' • • '.Q hnelaittet owned the poid.a m' • • WTilb'1r7StT'H:That the rawnotes to ser to the porchrr a oral the pmtha+er anors to purchase bane the sera-the!olfnwing descrd+rd teat mute,with the treaa.faanon.m i.:.;t� Convey.Sate of.Wasninwton: . • '• '£';c :tar if.. 2+3' Or. the ,oats ^3.1.CC' of the • e.�st•337:15y o£ tare.tfest LQ77`'i6' of Coe sortleast , zap. ter v- rite a-.theist v.:art:a section 31; totor.sizip 23 taxer, =ip,;e.5 east, " , iv.' , • 1;::•tr :cunt,-, ::.z:iii;:tan -oze-- i t' :o.,. •t.bc sellers's rho--e�elt:stve• esscuenc for cos, c,_cis, optic=, + .ti::eint., utilities over :,c :ioaC:: lie of tins touch 2,31' oaf Lie east 337.1 r or. :::c ;* ;'.:a: 1C;7.1:' ' ti:c sc::t:c L •'G tlla so::neasr t. or. -rid section 31. TCGST.Z.L •..mot: ease.c,`,t • • :::.j: '::.,:c:c _.e: c2.tons and tttilities over. sae north 15' or.' the•a atlt.931.00' o_ sae earl 21G' ..o. tzc •;ca'2:C' ; :=>= as.►-t'aeast c_artc: or the soat::e=G darter of sactio:.•.•road •,:•Z: _::c • ) � . ,n-r.:c). '' ' . ., r .o IS' o_;i.,e cs: 1C77.1,e .a t::o:aa•_t:teas: :- t_t q„° �i]"p .i :t:_• so.L:i• :•uv. u: ..:4 cast'IC�es.. G�, a' r' ^:i :.::c:..,. -to= ..= sa:3 sceeies • 1, dLSt; :. oral •t. co =e::elesirc casel:.o.t .__ • E��' • 'i:;:• ,e.�esa,'nowc ,•draieaLe oral utilities over Cie St:•:tit 15r of the ��t:: :41! c:--`.:i_ f''� y .tut:'V~•1 •-.c cat 21t.' '3: t:%e tics: 240' o•? [e scdtae:st' c�sae�•o_ tic -:.coat q, -_t:r _- 0 R l�n�a • .sax- __s:.:v:m -.. t Jd1 ' The'tetzns and•coo�iio�a ebb mete ra ate as fotbwJ,The)rrt+eb+es p�it ' 'Twenty i:-ee e•:•.•�'seam:, .:e D� i'ftic • ..:c:.Cc .---- .:O/ICA: , (i 23,1GC.CC ) D,dl.n,of width . G�1V7•'H�NNiNG - ?'ivc a sa-tL .n :o/iCG t=5.000.00 • )nu is D.tie . F R�'NTQN • . been pail.the teceipa,ihsool h Hereby ar�rreirditd and me Wake at toad pandas*pars+.a to pass as Whore:, ��r `;,c�L Siva t: eel:tC 0/2=.CC • )Dories of motead manhole"option.w oe before tie is: dal of :A'><'-'I.mC:. '19`r, ' . • and o:•.e •..:n`oat :..:'c:n=•• five and ::.tr L9C — .fs:23.GG • )Dollar,. • or morn at ptreh.set!s option.on or before the is_ dal of each saweeditel calendar month uotlf the balance of said • ', . • puthat:pr>tr shall have been fatty bolt•ere w+>Jaaet farther i�•eet to pay intense o.the dfmi a5i ire balance of wad purchase price - .•':.•f2• at the rare of pee fief per.aau®etom the lost day a .:e tatter r Io r-' ' • which Werra AO be rt,deetod aeon each installment Mimeo:had the Waage of cafe Dsytwest ackticd in Mdamoa of One*? : Cloe ' . .All payments to be made hereunder shill be mote at _:..1 ::C•:4 -a:•.. i'.e , •--- ._ �.Gd:: - • or at such other place w ohm reef may direct;a.writtpt. 'C.•t. "_.,_L: :,21_.::.d L'J-,CJ:.t Jm:�, :• t :it CdC'-at :tc 1i' .3fiG.(: •- Li .2. . t•c z-„:30 :cy` :.I. I!?-..S. • • P .141 • • ilk t ••,,race/ . . S As refermd to in this eootrwt.'date of dotard shall be s'C'C-'e-_ .—.__..-._ _. (1)Tba)turebs.f assume and are,a pay before trhnntteacy 40 law,and a,as.meots that nay as latasrea graniar d vantee .. hereafter become a hen on said real estate;and it by the terms of this context the psechawe lw aewmed payment of rusev marteare. • contract or other eRenotbrattce.or Ira Availed payment of or Jetted to patellar subjectto,any tarts or atwe nuts now a-1 n on sew t - col total.,the Waearne Upon In pay the same before eWMsmoey. - ` (t)The combos atm%leis the pwcba.e price is fatly paid.to keep the boUrri to now and hereafter placed on se)d real estate - . inrurrd to the nano)oeh Memo!n value emol mental loss of&are by both fate and windiloris Pa company acceptable to the!relief and for the fetke•a h nett,as bla aurorae way appear,mad;to pay an premiums therefor and to dawn all polidn and emerge thereof to r the seller, is (A) the purctg eete rr mews that full bs.tection of oldl ref a h estate has made and that edgier the wlkr not hit o litTu shall be held to arty rotrunl llegeT.he the condition of any Imp tnermentr?Aaron nor shall the porchwer or tease or rhr apront of either br heat r any cw tr entor or a .rnvne tot alterrtlon%imp.n.vemm urger th fs or frp.lio unlee eeeraoat or a�termewt relied an m cantainal Armin Of p, to writing awl attached fa and made a part of ter.contra.: (1) Th_purchaser swarm an huards of damage to of dndrualem of any Irhran.c•trrnta now on mid mat r.tase or hereafter oia.cd thereon,and of rite(ilti'Ig•.t said real ware or any tort thetrol for pal.nc'tse;and acne.that no tach dance.dkdrunion Of 1a►ine.•hall • • for Brute a Whirr of cornI r 1on.In caw any pan of vld teal estate i•tasen for iodate a..,the pnuen eI rho mrntemnatlon pro u I • rrRoininc slier r.3r,mt of teawaabk expense.of pinion:se Ihr same rasa he paid to the.rake an/applied.as payment on the pushes.• lone berme unlit.the teller ettet to allow the pufcha.er cc apply Jlt era portion of with condemnation award to the erhp'line or restola- t;n11 of anti Improvementsdamesa he Wch Ukfn¢•lit fate of datnite or drssruction fins a teed Inwfr)a►ain•t,the pnnre.l.:,1 suits if rcmasnmr after payisoat of the reasonable wpm..of pronging t shyl he'Invited to the feetdratlofi us 1s'h1:i111itic of tech (mprnvemen:s within a reavvnahle time.anent pirrhaer elects that sal 141111 Dr peni,ao tlte.e.:trr for'MPpl.allon on the" I r•.,... pifshp.price herein t_ '`••J.' (Si The falter Au d.Bxred.or arts to&Wr►within It days M the,..Tarr cltwiott.a purchewtes*/Blot t' of title lnttirattrt lit ' • , ►taadaid forth of a erm..I moot'hoodoo_:aped by raw.Ill+ammo le.,I.o...• r..No.'intu4e pIr pu thit.r in the (ell nntnttnt of• '_ ' said lerrcha.e ides salmi tots or dimato by teasia of d.fest In iflbl►title to is pal(lash avel,th dato of clodhw:hnif containing.no . : errei.eient rather than the fallowing: • . I. Panted flaws!exceptions swarms to rid pouf,'form:,• . f e••r• a^ • ;t;` • - •• b.•Ll.ns or tnctoninso a widrb by ibe:t.rme of this cooltift'th.pmchater lif6 s,ir,ii-ter which•IP'-conveyance hereunder . e'. • • It to De mad.wblta f and J ) ' ' r. Any ratetlow contract or contracts under,etch seen ups rehasine Ca T• 'efit it ctbee•obHntlnn:'which • ' ' •,• .ails by this contract w none to pay,no of whleb.(at Ms nowt „ ., :. t. detect'In*Mee.tall.. • fdY. rJ f • ,t. • . It o._.._�;�. )Effie .e ,,. 'r,,, .�,�plf . . — 'd E069 Z89 90Z 9111V3S I10 Tlfld 00a Wodd IAIV l :6 966 l—l l—L . . . - •• • .• , . .• . •- ... . . :,. . , .,,•, • • ,. ., ... . • ' •.• . . _ , • . - - . . • • " tr:. •••••••• -e::::-••••••,",,:71,7:0„-••,.•..• •• • ••,,,,,...,.% ••,4,"2:dx.."'"-7;•••',..!••...-'r..-,•:,.••••••••• :: -. • ! K".•/6:;%••,-.4. 1.-Aer.ii..rz.L. . ,...,,,,,,-.r.-...,.•••,;:.1.,..,,;',..-••••',.t" -14t-s••• ' :r..silivr•,,,,frt;‘,11,:i>uil 7 r•••••,,t7ilig , ,. 485CPAGE:'....... 16.........".7.e'. ..,..,!:-.....,...;.".....17.....'4...,..aL..;!.,,!...e.-,'— 7.,i.:z",.' •• ,..'• Ir7.,••!„.77,.,§:.•:;i:Dp,.7,:•,",,,:.,:••••!......'..,..4,,; .;'... ...•.••:..'f.T.:11-7: - , . ' 'f•• ivot J. • .......\.• ..•• •!......."..;•J1..4:1,•:.•:r..• .•':•'.....;I-. '.:--,''''''".••••"?..T..... ' 1:;;..•17•,:;:.r;..t...%-t310'....":.".':•:-..' •';.':• .:i.•••••••••;.• '• • • ' (L.)U'Aces liee.b7 iablveet Mae' • li.iiiiikefieglia. •- -•':,... .. • 7 .7iikcblieli.ilideneel.a1126 .•,..„:.•; • or au,modeatte or otbet:antddatr•"frideolktill te!•Ad;idltaateearillOoldleitentlelltr-•oroblinlueriart rkiklbesteoms nlinia,'sual.''• . .:•(,,_,,. , M .... upon&faun.the parcbash than NM;UlefajbVittil.,_IDirrawiger•hiONe.,,11): 1FAtdal.3•0 .041%!.5PrFla.,.2°9.11/0?4."''.'.•*,.1:7.•• 7. • .:•-. ._- ' be apobtd to tie tamer&oat'fa:Xos Er'ebelel$IteertArke00.614.*:534:',1,L..... ..0'*71;hf$-;.,••••,,,,..4N41.,t?:••;:,;-,•••.1,•;.-1;-'4:•••••....-,;,,...••• • .,• .......j,,-. , (2)Tbr itrier WF",402a irOY.1!"„ AIII.PiONsi"qh,taliii• F •101.';"21kOlvalr'104106`. .*:40i.t_.__:Ind • ; '':;'•' ' &refer to tattbascra $thinhiny Onsisser..4.1,41.1,;•••.M.•.•,-.......-• Pit,.....• .,••dird,hq,ligiPihk,Phketarlag„ ..._. ,1111/OPFt.*1001'0.°00=-" •i., . , .*. .•::;-: • , • taken foe"Ishii um free of vansmheacamo"diany tht la"altatX odtor•daze otiti‘ei.Htiartgli•,:sirj•-toroo:-,ot0/02iiik.ttacarBro;•:aod , .•d• • _ . • tubjed to the loffeenerfr • - C • .. • • ., .. '; ::•••' :•., • 'i• -;:••••• i:'''-‘-:41',• 4:....i.,44,1,-7.,..horl," ..".'4••••v",1.5%',..::,::•:•:.:.: •'.. .• •••• ' „ _.. ..'.,-. . . . • .. .... .. . . ... .• ••• . . .. • ...., . • • • ' • •'• •• • • I . . . • - • . • • • :• . • • - .• .- - .- . ' • , . . ,.. . . . . — ' • •.. • •• • • .• . . . . • . • . • • . .,.. . .•. . • ' : ' "• • -... ...- . . . .. • -...... • (a) Unica a;Shunt date Er provided kit haft,ea paildiSSIN don be adltkd to poratfor of rid rat ovate an data,0!Ckeitut ..• • or-- 1:0 and to tet.lo posarNion',slams as widow,is nog it,advieLagranoder.Ter...clamor eenenanto to hop the bendica bad other.hdatrer. ,. . ..C) aunt,on sai.1 gut ewe us genal repair sod nal Iss Fmk emir and fon So mi.or vomit Le ns•ol.the seal estate toe any Meal . '•••• . ' , purpose.The purrlsairr coven:au to pity al swam.Inerandina a dettatetethit rarer fet:rotor;seeelm,oiltdaidly.costar,er teltee.utilny • • . .art Nodded to sail nil eters after no dhlophitieStribandealto Ppeausbie1. .••_,.. . ....,. • .::• .•. .,_.• . . _. 2 '.' ' •. • • . , . en to c.vo the purchaser Isiis to lasherany mare*bnektividat or to ketaln hossaapo as hor-ebt remhed„•tba Idler nay mate . ... . .. , .. ,„ •:,. ' . rah PI,Yment or effect sera fuvuuvev,act nay anclets to•psitt de imiita.loperaer width:Weil at there*of 10%per melee theme •., ...... • . Erato date of pratarot until amid.aball he repaystie by Vladimir ea malltait demerad.alit*arra prejudice to•anyother. ebrat the echo . . , .. • • otied bare by mason of sorb elan& . (ke)Time is at the error Of air corrorr.'oad le It weed that la vat Oa trobroir;bill LAI teiratoptiMitb or potato my . - ' ' •• rand:roe or..coo•root°mut av to mate arydatromet trastrobbotoodr geteaptty se•ibP lion and bt•tbe sower toter reaterod.ea . . . sellee maytktt 10 dtrinr0 an the potherb titter botallatte turd.are moo tb&tali,a,p,,,,„„,„,ow by the way., , .. . .. hereunder owl mg tenrowtonas Peal RPM the reel akin.be.laefrited(a Eder or lrataittood thasjis.aid tbe.leer Oa'. ‘..„ • . ., kme richt to.17•MAM Ma%Mgt POMIAM of tut ettae4"nod oicoofove boat*sdiaF.ell Fr lidardt•tat tbe oar Of tbrOurboact,stall',•,•._,., - . ..., be commaf as a ambler at soy watotearal Mu& ..:. . . . • . , ,.. . , .. • • .• • • . SerVir*uprittl PLIM.LIMI`al an decasads,oozier or aura pawn ant venal e I e.feleideispe sessi to.ot preortet Astor may te' , .,,, , • ',:,. . made by poked Siam Stop.otorre tr-prd.roam roar toreart.4itteril to re parbarte sa Ws addler kat korre to do utter. .. ••.. • • • - •, (II) Upon WWI'S*err to taro WI to adowis re error of tbb.atotostL.loclodiet mit to cart'am 3.miter masked' " • '-e. • toosorter.the;any/wort weer to pay a eameable AIMI as atteraey'l tem auft A ants aird rependa bi.°awakes oftb pub ank,„"rhich . •. • , • • • • ,. 'unm 41*11 I.the-ritPcird 6.0Y in4etacia or door emend Is sods.Ma_ . •. • . • . . .• •...• . , • • .If the seller roll Mao ags•to seactore ma adjudication of the'Am/Nation of dor grocborrit Agra beteur4e;and judgment la so ' . • ' a evicted,the turchaser mum to pay a rominable maa as atterney'v fon aid an web and oquesset es masectioa•oldt math roll.and aho . • the'reasonable cod of seautung•emeds to detramine'de candid=et tar ot re daur mat sat k•••••ansocured,ankh mon shaff be incloled ia Irty judparnt or demo emend is anb wait.'' • • . . . • • . . • ... . . . , . • . , . ' . . • IX WITSFS5 MITRED?.the parties;beats tom ellen:ace!tbb larrotore Si of.0e dee , • "-- above. ,. . . . • • . • . • ' . 1 . . • • . • ' . • • . • •. •.• , . . '... . • . . '' ' . ":''' .' • .. ...-killthfvf ONIIIIgigr ." )--IreZeidlidat. . ., . . • • ' • . . ' • •• •. . . . • .. . . „ • . 1 : •, •' • . • • . ' • • • . .• ,. . , • -‘,....40,re... ,---• -.4.... Z........--•i..r.d.....,...... ,.......,Ow) '' .6'..'" / , '. ) . .• . -- . ST.‘TY.;rd,WASIIINGT051, ' . .... • .• . • l• o • • •• ' •, . . • , • ., ' . '. , . ' 1 • County of .:: . 1 . • '• . , •••. • . '• -.. . . . •.• • ' ••" • ' '.' • • • ' •. ' .•. •' ' • . Oft this do,'Delonalty asettatni before we ...2.-,r Lc(Z. 2. •:".o -7.. 1=diri-d-zz1.1r'efte.. am t,. ---• " ... - - ' . .....'. . • . . • • •in 1 ZO t Zer titreff• Z..•:•...... . ' • - to me izt000 to be the Individual clesolboa'la 411211%rho=CAA stir...Ma and Isantane inheramt.ead andinkeffind dm' . ' • • ; c iiionl the Anna as • •. :;I:sr. .. • Inv sod riootary or sod.deed for(be roes sod or • port •• • '•' •- . ..'- . .L1'.:'.., ...... .. . tamer somt • ' .•ioned. ':•' • • - . . •• . • • • .• ' . . . • • .. • .• - . • -.. .• . . • . • :. . .. • • .. .„. - " amps 4ariarr Eir'Pad see*add ad Ibis• ., • ' day 4' ;.9•120)10.6e=i 15!&11•• ' •• . • • .. . .. .... .1! • • • •.. - . . ... . .• • •••• . . . . ..eF•-` ...---.?. . • ••• . . . • . - -.•• ••• • . • Notary,Able•Or OMS for shee Spate ke.Weeekletilemi ... ." ,: • •;• • . • . .• • '• :• . • . . • • .• . , ., .. • .• • ' • • . '. . . • t' . •. , • • • .., . :.; . . •redeem se .11Fk.'-.7.C9 ..114.3...1....4-1,7,i.Q.1• - • . . • ' - . • .. •. • . , . . • ..••• • - ' ' • ' • . . • • • . . .. . ' • .. . . . . ' • • • • • • • • . .. ., . . • . . . . . •. ' • . : • • • . . 1. . ., '. ' . . ''' ' ., • . ' • . .. . .. • .. • •..; ••:'' '. ..• .. , ', • • ' . ... . . • . , . . . 1 • 9 ..... . • • • - .. • 7 • e R.c.(,,,i••,.. 1 ' ' . • f I : • . " .• • ,,,,,,, i . . • . , . , • , _ • •..• .. 1 • . ..: • . •• 1..! .1.24.: . •••:.: ''• .;i.:.:: , : .....• -,,.‘.' . • .. •:,,..•••,..aftE.,.;?1,:ci.T..-.-00eF .ks. g• ... ; 8 :. . ' .:,..:• I•• .. . . • • ••.'••.. • • • • • • ... ...0 .4 •• • • • .. .•. ••• • , VI. 1.‘ : • • . ... • . f'''• ... . . Li • •1 • • !• . . ,.. .2. • .., a 'I '2 . ' • • . , • • • • •,. . • .. . .. . • • . .0 , N; ..,...., ; i. . . .., • .. .: 30 •.• .. ,. , . . qg I .' - • ' ' • , '• v i . • . . • 0 • . . • • • CO r', 0 ' Z • . 4, .. ., .. . .. , . •• • t • . •• • • ••• ' i ej 1 I 6 d, . 4 I.:C .:•. •' • •• .• • . CU.i.V"• A111.17%. •• - • . • • ...• . ...• g.9 1 . ;• I . ,- ,.:A •.. • • '•• • ''• •• . , .•s•••. .1 ji ••-. ___. • _ • _ .______...... • . . ... . . . . to • . - ' .11"•''ASH .. •' • • •• • ..• RI •, . . , • Ili ?: • • ' ' • I ur.,iDEp •• • , • : : •• Alt. 1 • if. ...1 • . , • -, . .,• '''7. ' • ,' . . • • lys. 1 . • . • i; •••• " ...'• •r:t.' DI : '.. .:0.1CA'.1: i'... I. •;1'. .... '.':' •"',1‘......-.. ."", ..•-•..*;: .:-:: • .. . . . . .. .. . • .. . - .••• ;•. • '•...0 • gil . • • • I ....... • . . • ' •• • . . • • (1,'. • •.:•, C, • li ' • • ...... •• • C 1 .. . ' • ' • • • • •• • '••• . y • • .1 • • • • 1 .••••: •''4.• ••••••••..• ••:i.1 !/ ...••••••:.•'.::.•'.......::. . • •.,i.: • • • • iiiti 1 • • ....,. .....,... • • ' • .. •• y • . • • • ' 111 °Mil'• OM 111 I II '. 7 I I I Li= Ni I I .. • 1. .. •.41. — - - . . ' E 'd E069 89 9EZ 3711V3S 110 iind ooci VIOdd HVEL :6 9661.-1. 1-1_ ,...... . .. . . - r -.. .- . -. '. . • • •.,.- y- � ' rd 1 ys 1 ,.4(• , t L • `` 1 :X 111:•r•+r Zuf J 7 '' _' -I._ ' .::,•- •-:"3:+., • • ,• . � -: 7,'.'' f .., For a valuable COAsideratioa�,receipts'of.Which.Sa hereby ac3Gnowledged,•;,the ,Grantors;;.WIL!!!SR°;3. ROWAN•and ' . • •I. _ zi PATRICIA J. ROW , huabar+d'sad'Wife,,Lereby'•grant and.'COtivey'; • - to EDITS LEE ZIESA ;.'.l:e= succeasci'a`. . , . . Privilege and authority.to'construct,' irove, repair and maintain a roadway across;.•over and upon•the•following..land, ' located in King County, State'.of 1 ahington,;' to-wit:' • The north 10 feet of the south.916?feet,.of'the' • • ` east 210 feet of the west•240 feet'ot•the ' • southeast quarter of the so theast quarter of Section 31, Township 23 North,. Range 5 EMt; W. M., in King County, Washington , In exercising,the rights'.herein granted, the Grantee; • her successors and assigns, pass and repass: over said'road • 'and may use the roadway for sewer, drainage and utilities. • • i. The covenants herein contained shall 1 ra with the land GA 010, _ and ere binding upon all subsequent owners thereof. • • ' ••• • IN WITNESS WNEREOP, the.said Grantors have executed ',`.A. ' • this instrument the /Z ; day or At'? , 1967. • ov1 bi • . ' . •-•L`-4.L�.e•s/t<.�-Lam-► i�ilmer wan S . L•:, r i i.:� ,j. ,Patrice y. Rowan• • STATE OF WASHINOT3N )so. ' COUNTY OF KING •• . On this ii. day of �4y , 1967, personally• , •i appen ared before me WILMER J.. M.= and PATRICIA J. ROWAN, .. husband and wire, to' me mown to•be the individuals described ' • in and who executed the within and foregoing Easement; and &Ckn)wled;ed that they signed the same as their free and. • voluntary act and deed, for the uses and purposes therein mentioned. i GIVEN under owhand'•and official seal this /1r."''"`••4+••4' 14'•• f.il. • . u q n `%''s�� • of Washington; V4'r•in.fLP. ' ,t 540/3 . icraltr A,eosSI,'oA*X,Ihv • .. E069 Z29 .9aZ E111V3S .I10 -rind 00a W021d WV5 I. °6 966 l-l l-L 7-11-1996 9: 14.AM FROM DOC PULL CT I SEATTLE 206 682 6903 P. 4. . • • • • ... ?...3... .-.,, .• . -. :. ........, •:.:.:;-.;:.-,-...'. • ".fi.:',::":.*: ..',.::'"..:'':....'' ...:,:...' .. . '.4-.,••••-•;" .. .: ./.. • • ' • , • • .. ... • . .• .• •••-• ... . . :• , .• . • • • •' •,* ••••'...ir.•^••••••'.'• :7`.77.141V1A) - , '• Pn " .• .' 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''' . '''''. - ' ' '..... '- - ' :, '; ",';•?''''-...,.`,%Frf:1°:;,,,i.,:'11-` ''•,'..•.2',cr ..... '•:'...,,- '-:..i;‘:. ..--4iiii, teT,-7,4 ./.--,- '''- • - 11,--.4....:.,.,- .. -.. - .... .., . ,,, - . , , , -•„... , _- . •- . , .. ._.. •.,. • . . _ . . .." - _ . , SADLER/BARNARD & • ( C., INC. =ELLri : ©3 1i RAKIa0-u- L I 31218 Pacific Hwy. 'J" FEDERAL WAY, WASHINGTON 98003 DATE e /9/fo -JOB NO.R J //fr • (206) 941-1599 ATTENTION (� ienny TO RE: /Tr 2e , /901 , be s'. Getretci.4)44e, s/mi .% LQ • Lot c /ld j u s /4/e4- ' &Pi-04 (A)a 9a os-S • rot./ . - WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ik Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter 0 Change order ❑ RECE COPIES DATE NO. DESCRIPTION w! 3 Cop ie�s p�G 3Jo . 1996 • °I VELO�'f�iN7'P Cpf to s � � nl;''Y of "NNuvG C' 1 es f/e j 3 RLi�;TON ea-sca/ner7 f I'OIc umen�J yow- re 11)IIa,J v1 o fcs THESE ARE TRANSMITTED as checked below: O For approval 0 Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted 0 Submit copies for distribution "f As requested 0 Returned for corrections ❑ Return_ corrected prints PcFor review and comment ❑ O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: Ect r cl If enclosures are not as noted,kindly notify us at once. 9' GURUDWARA SINGH SABHA OF WASHINGTON 5212 Talbot Road RENTON, WA-98055 p I t I d Telephone: (206) 226 - 2277 AUG, 519% Date: Aug. 1, 1996 • Sabha .1 From: Gurudwara Singh Sabha of WA 5212 Talbot Rd So. Renton, WA 98055 To: Fred Kaufman Hearing Examiner City of Renton Sub: Public Hearing,July,30, 1996 Honorable Mr. Kaufman: As per your public heating held on July 30,1996,there were some concerns raised by the attorney representing the Townhouse Association regarding the height of our Sikh temple,I have discussed with our Management Committee and the following conclusions were drawn for your consideration: 1. That the Townhouse Association has its own three-story condominium complex with a pitched roof very close to the Talbot Road and Townhouses. 2.That their Townhouse structures are five feet from our property line while our Sikh temple will be 92 feet from their property line. 3.That our ratio of square fbot coverage to the land will be much less than theirs. 4. That balcony which is part of the 2nd floor is an integral part of our need and purpose. Keeping in view of above stated facts,if you still feel concerned,we will be willing to • lower the ceiling height of the balcony from 10 feet to 8 feet which will lower the total height of the building by 2 feet. Thank you for your consideration. Very sincerely, Kulwant Sandhu S•2.9 b • cc. Mark Pywell Project Manager RECEIVED SUBSEQUENT TO: HEARING DATE OF JULY 30, 1996;. THEREFORE NOT TO BE CONSIDERED BY HEARING EXAMINER. KELLY\GRANT P.S. Lawyers 1000 Second Avenue, 37th Floor Seattle, Washington 98104-1046 JUL 1 / fg95 Stephen C. Kelly Facsimile: (206) 386-7367 Direct Dial: (206)386-7365 Telephone: (206) 386-7363 REL tv a Mobile: (206) 979-2901 July 16, 1996 Via Facsimile 277-4455 and U.S. Mail Mark Pywell, AICP Planning/Building Public Works Department City of Renton Third Floor, 200 Mills Avenue Renton, Washington 98055 Re: Gurudwara Singh Saba of Washington Temple Project No. LUA-96-062; ECF, CU, V, SP, LLA OAi Dear Mr. Pywell: I write on behalf of the Summit Park Condominium Homeowners Association with regard to your letter of June 26, 1996 and the mitigation measures proposed by the Environmental Review Committee with respect to the above project. The Summit Park Condominium Homeowners Association does not believe that either the applicant or the Environmental Review Committee (ERC) have adequately addressed its concerns raised in my letter of June 18, 1996. Specifically, the ERC has failed to adequately address the potential impact associated with light emitted by activities on the site generally and specifically in the parking lot; failed to adequately address the impact of increased traffic which will be generated by the use of the facility; and has failed to adequately address the potential impact of noise generated by the use of the facility during night time hours. There is a particular concern that the true traffic impact in what is a rural/residential neighborhood has been grossly understated. According to the calculations set forth in the Determination of Non-Significance (Mitigated) Mitigation Measures, 205.04 additional trips will be generated from the use of the facility. However, these additional trips will all occur during short periods of time. As a consequence, significant traffic congestion can be expected. This is of particular concern since for all practical purposes, access to the site is only from the north and on Talbot Road. ti • Mr. Mark Pywell July 16, 1996 Page 2 The impact on adjacent property owners of exterior lighting on the site appears to have been ignored. The mitigation measures do not address either the intensity of exterior lights or the height of lighting fixtures. Similarly, the potential impact on adjacent property owners from noise associated with the use of the facility during evening hours has not been addressed. This is of particular concern given the rural nature of the immediate area. Parking lots are by their very nature generators of noise. Only by limiting the hours of use can the potential impact of such a large parking facility be mitigated, yet there does not appear to any limitation on the hours of use. On behalf of the Summit Park Homeowners Association, the neighbors immediately to the north of the site, we request that the ERC reconsider the mitigation measures required and address the above concerns in order that the peace and harmony of this rural area may be maintained. Sincerely yours, KELLY\GRANT p.S. l/ 5 •hen C. - SCK:jo cc: Summit Park Homeowners Association • J:\S U M M n1SCKLO CR.DOC CITF RENTON "'u. Planning/Building/Public Works Department Jesse Tanner, Mayor Gregg Zimmerman P.E.,Administrator July 25, 1996 Mr. Kulwant Sandhu 2008 Lincoln Circle SE Renton, WA 98055 SUBJECT: Gurudwara Singh Saba Temple Project No. LUA-96-061,ECF,CU,V,SP,LLA Dear Mr. Sandhu: This letter is to inform you that the comment and/or appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on the ERC determination. As you have been notified, the City of Renton Hearing Examiner will hold a public hearing on July 30, 1996 to review the Conditional Use Permit and Variance.. If you have any questions, please feel free to contact me at 277-5586. For the Environmental Review Committee, 27/(M46/apaell---- Mark R. P we AICP Y , Project Manager FINAL.DOC 200 Mill Avenue South - Renton, Washington 98055 .r • CIT A.. OF RENTON "LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 25, 1996 Mr. Stephen C. Kelly Kelly/Grant p.s. 1000 Second Avenue, 37th Floor Seattle, WA 98104-1046 Subject: Gurudwara Singh Saba Temple LUA-96-04, ECF,CU,V,SP,LLA at Dear Mr. Kelly: Your comment letter of July 16, 1996, was presented to the Environmental Review Committee (ERC) on July 23, 1996. The ERC members considered your concerns and concluded that their Determination of Non-Significance - Mitigated did address the potential adverse environmental impacts of the proposed temple and that no further environmental mitigation was required. Therefore, the Determination of June 25, 1996, still stands and the comment and appeal periods ended on July 16, 1996. Listed below are the City's responses to the issues raised in your letter. 1. City staff has reviewed the lighting for the parking lot. The applicant is intending to install low level, bollard, style lights. This style of lighting will not produce glare on adjacent properties. In addition the applicant is proposing an earthen berm and landscaping around the perimeter of the site to help ensure that light generated on the subject property will not cause light or glare on the adjacent property. The applicant is proposing to illuminate the building with lighting placed in the soffits of the overhangs and walkways. This will be indirect lighting that will not cause glare on the adjacent property. 2. City staff does not believe that the traffic generated by the temple will have a significant impact on the adjacent roadways. The hours of use will not generate traffic during the weekday peak hours for commuting. The traffic, although concentrated in the hours before and after services, will not cause a significant impact on the level of service. (See memo from Neil Watts.) 3. The letter expresses the concern that the parking lot will be a noise generator in the evening hours and due to the rural nature of the area, these potential impacts will adversely impact the homeowners within Summit Park. 200 Mill Avenue South - Renton, Washington 98055 • First staff would note that this area is no longer considered to be a rural area. Summit Park and other recent developments have been at an urban density. It is anticipated that the areas that are presently vacant or underdeveloped will develop at an urban density. Both the Comprehensive Plan and the Zoning for the area immediately adjacent to Talbot Road South require an urban density and an urban level of services. The already has a noise ordinance that establishes acceptable daytime and nighttime noise levels. As this is already part of the City of Renton Municipal Code The ERC is not required to adopt it as a mitigation measure. Furthermore, staff does not anticipate that the level of activity at this facility ' during the evening hours will generate a significant level of noise. If complaints are received at anytime during the operation of this facility, the City already has the authority to investigate those claims and to require the applicant to meet the requirements of the ordinance. If you have any,questions regarding these issues, please contact meat 277-5586. . Sincerely, • Mark R. Pyw ICP • • - Project Manager , J• CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JULY 23 1996 TO: MARK PYWELL FROM: NEIL WATTS SUBJECT: TRAFFIC CONCERNS FOR TILE GURUDWARASINGH SABA' . OF WASIIINGTON TEMPLE The letter from the Summit Park Condominium Homeowners Association dated July 16, 1996, stated a concern tbrr "significant traffic congestion" as a result of the proposed church/temple construction. The traffic generation for this project is well within the capacity of Talbot Road South. Additional delays may 'be experienced at the intersection of Talbot and Carr Road, but these delays will only he for a limited time period during days of service at the church/temple. These limited delays are not long enough or frequent enough to be characterized as a significant adverse impact. The traffic report for this project predicted approximately 200 additional trips, which will he dispersed over a period of many hours and multiple routes. The existing roadway system can easily accomodate this additional traffic. • • • •:i•iv'•is::••:+::::i::vii:i::+4iiiii'•:iiiiiii:�iiiii:Y.i+:•isni':.i':.i'oii'gi':::.y:::•�:.::.:::::•:::::..::•::::":::' Lii.iiii:::�ii}}:i:;}::Ti:v}::.i:::v:v:i:vvi:iS::6'•::vi:::•:}i:4}}.v.�.:d':•::O'hY+:?'•:4.i::• • • <::>::»>::>:::<:»::>::>::>::::::>::>::>: ..:..::..:::•::.:.::.::::.:.................:.....::.:..:'.<.:.:.....:::.RM...A......... ::OF...S. R (......i .. .rmA.UtV.C#::::::...... • On the Ti{"ib day of 3 , 1996, I deposited in the mails of the United States, a sealed envelope containin Fea tvn, hmvver • documents. This information was sent to: Name Representing Kulwaikt Sarc�lnu�. erlixtuiVa ava. Ss n5ln Saba o f LI.1C" . • rWckev4ea oVvY ov' • �ctc k. YV‘&r11 gtck avid Florabelk puelnv‘e. ovvtas 11V‘c.V.ee_ Sterineln C • • (Signature of Sender) S&yQ,WI, k-• r�4eBssg.r..Ar— STATE OF WASHINGTON ) • ) SS COUNTY OF KING ) • 1 I certify that I know or have satisfactory evidence that SIN D,e4 S(-_-: 1 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: 3 CJ C� v��L� .(� v4/ • r NotaryP lic in an r the State of Wastjat) �yM �o . • Nota ant) /�/ lr �/ � '•e ±• - My appointment expires: Gi ct _ r;e1,a n Project Name: /� 4 ton 4.hUu 11 Ya J t vv8Vn S�a•- Of `' �21MPi+"�. Project Number. 41(o —O(o 1 e Gu ` SP, V NOTARY.DOC r- ELIC..H.EARING OMNIENCING OUN IL CHAMP... SECOND FL..4.OR, REN7`ON 1VIUNICIPAI_ BUILDING • ,, ..ppa: on(s) lis ed are m grder of applicetion number. bnfy and nqt rleces�arily the order in which PROJECT NAME: Gurudwara Singh Saba of Washington Temple PROJECT NUMBER: LUA-96-061,ECF,CU, V, SP, LLA PROJECT DESCRIPTION: The applicant seeks to obtain environmental review (ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. Located at 5212 Talbot Road South. AGNDA.DOC City of Renton PUBLIC Department of Planning/Building/Public Works HEARING , PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date July 30, 1996 Project Name Gurudwara Singh Saba Temple Applicant/ Kulwant Sandhu -Address 2008 Lincoln Circle SE Renton, WA 98055 Owner/ Gurudwara Singh Saba of 5212 Talbot Road South •Address Washington Renton,WA 98055 File Number LUA-096-061, Project Manager Mark R. Pywell,AICP CU,V,ECF,SP,LLA Project Description The applicant seeks a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. Under a separate permitting procedure, the applicant also requests a lot line adjustment (LLA)to consolidate three existing lots into a single lot. Project Location 5212 Talbot Road South B. GENERAL INFORMATION: 1. Owner of Record Gurudwara Singh Saba of Washington 2. Zoning Designation R-14 Residential Zoning &R-1 (Single-Family Low Density) 3. ,Comprehensive Plan Residential Planned Neighborhood & Rural Residential Land Use Designation 4. Existing Site Use Residential and Sikh Temple 5., Neighborhood Characteristics North Single & Multi-Family Residential East Single Family Residential • South Single Family Residential West Single Family Residential t . City of Renton P/B/PW Departmen. _ Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 2 of 11 6. Access Talbot Road South 7. Site Area six(6) acres 8. Project Data: area comments Existing Building Area 5,000 New Building Area 22,000 Total Building Area - 25,670 C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation '3268 12/14/78 Comprehensive Plan 4498 • 2/20/95 Zoning 4614 6/17/96 D. PUBLIC SERVICES: 1. Utilities Water 12""Watermain in Talbot Road South Sewer 8" Sanitary Sewer Main in Talbot Road South Surface Water/Storer Water Drainage ditch along Talbot Road South 2. Fire Protection City of Renton Fire Department 3. Transit Route 169 4. Schools N/A 5. Recreation N/A 6. Other N/A E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Section 4-31-7, R-14 Residential Zoning (Formerly R-24 Residential Zoning) 2. Section 4-31-4.2, R-1 Dwelling Unit/Acre 3. Section 4-31-36, Conditional Use Permit 4. Section 4-31-34, Landscape Ordinance 5. Section 4-32, Wetlands Management Ordinance PRELMRPT.DOC City of Renton P/B/PW Departmen, - Preliminary Report to the Heating Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 3 of 11 6. Section 4-9, Land Clearing and Tree Cutting Ordinance 7. - Section 4-31-19.F, Variances F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Residential Rural 2. Residential Planned Neighborhood 3. Religious Facilities G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant seeks a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. Under a separate permitting procedure, the applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. The lot line adjustment will be reviewed administratively through a'separate process from the remainder of the permits. The applicant is requesting permission to provide 217 parking stalls in conjunction with the proposed temple. This is to ensure that all members of the temple can park on-site and that parking in the adjacent residential areas does not become a problem. This is more parking than is required by Code for religious institutions. A request for the waiver of the parking standards has been submitted to the Planning/Building/Public Works Administrator. At the time that this report was prepared the Administrator had not ruled on the request. It is anticipated that he will approve the request. There are three buildings located on the subject property. Two of the existing buildings will be demolished as part of the development proposal and the third building will be retained for uses in conjunction with th'e temple. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on June 25, 1996, the Environmental Review Committee issued a Determination of Non-Significance- Mitigated for the Proposal. • PRELMRPT.DOC City of Renton P/B/PW Departmem' Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 4 of 11 3 COMPLIANCE WITH ERC MITIGATION MEASURES 1. The applicant shall stake the existing wetlands that are to be retained with one color stake and the buffer area with a second color stake to ensure that the land clearing activities do not impact the existing wetlands. The stakes shall be of a size sufficient so that they are easily visible to the operators of the heavy equipment. The placement of the stakes shall be confirmed by City staff with the applicant's wetland biologist prior to any land clearing or grading of the project site. The stakes shall be installed prior to the start of grading or land clearing operations. 2. The recommendations contained within the Geotechnic Evaluation shall be considered mitigation measures unless a modification of the recommendation is obtained in writing from the Development Services Division of the City of Renton or by a condition of approval established by the Hearing Examiner. The applicant will need to comply with these recommendations during the construction phase of the project. 3. The wetland mitigation/restoration methodology and recommendations contained in the Wetland Delineation and Mitigation Report shall be considered as required mitigation unless a modification is obtained in writing from the Development Services Division. The applicant will need to comply with this report during the restoration of the impacted wetlands and the creation of the new wetlands. 4. The applicant shall hydro-seed or otherwise plant an appropriate groundcover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. This work shall be completed'to the satisfaction of the Development Services Division. The applicant will need to comply with this mitigation measure during the construction phase of the project. 5. The applicant shall submit to the City of Renton a fire mitigation fee of$0.52 per square foot of building area($0.52 x 22,000 sf=$11,440.00). This fee shall be submitted prior to or at the time that building permits are issued. The applicant will need to comply with this mitigation measure. 6. The applicant shall submit a Transportation Mitigation Fee of $75.00 per new trip generated prior to or at the time that building permits are issued. The Transportation Mitigation Fee is estimated at $15,378.00 (25,670 sf-3670 sf/1000 x 9.32 =205.04)(205.04 x $75.00 = $15,378.00). This mitigation fee shall be paid prior to or at the time that building permits are issued. The applicant will need to comply with this mitigation measure. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and in the Departmental Recommendation at the end of the report. PRELMRPT.DOC City of Renton P/B/PW Department` Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 5 of 11 5, CONSISTENCY WITH CONDITIONAL USE CRITERIA Section 4-31-36 lists 11 criteria that the Hearing Examiner is asked to consider, along with all other relevant information, in making a decision on a Conditional Use application. These include the following: A. CONSISTENCY WITH THE COMP. PLAN,ZONING CODE 8 OTHER ORDINANCES: The proposed use shall be compatible with the general purpose, goals, objectives and standard of the.Comprehensive Plan, the Zoning Ordinance and any other plan, program, map or ordinance of the City of Renton. (1) COMPREHENSIVE PLAN LAND USE ELEMENT A portion of the project site is within the Rural Residential designation on the Land Use Map of the Comprehensive Plan. The portion of the site within this designation is being left in its natural state due to the existence of wetlands. As the Rural Residential designation in part relies upon the requirement for low density residential development to protect sensitive areas that can not withstand a high level of development, the proposed retention of the wetland areas is consistent with'.the intent of the Rural Residential Comprehensive Plan designation. The majority of the site is designated as Residential Planned Neighborhood. Policy LU- 50 notes that non-residential structures may have dimensions larger than the residential structures. The temple will be larger than the single-family residential structures in the adjacent area but it is not out of scale for a religious structure. Objective LU-MM: Site religious and ancillary facilities in a manner that provides convenient transportation access and minimizes the adverse impacts on adjacent land uses. The proposed temple is located in a central location within the project site. This provides large setbacks, approximately 100 feet, between the building and the side property lines. Approximately sixty-feet of the area between the building and the north property line will be landscaped in order to buffer the adjacent residential development from the activities proposed for this site. The applicant also intends to install low level lighting in the parking area instead of street light type of standards. This will help to ensure that the lighting from the parking lot does not cause glare on the adjacent properties. (2) ZONING CODE The project site is zoned R-1 and R-14. The R-14 zone has recently replaced the R-24. The main difference between these two zones is the maximum allowable residential . density. This will not have an effect of the proposed use. The building setbacks are also changed by the new zoning. The project is consistent with,the setback requirements of the R-14 zoning. Religious buildings are allowed in any zone providing that a conditional use permit is obtained. The proposed structure is consistent with the requirements of the zone except for the height restrictions.' In order to incorporate the religious structures associated with a temple the applicant has submitted a height variance. The height variance will be discussed in detail later on in this report. PRELMRPT.DOC City of Renton P/B/PW Department . _ Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 6 of 11 B. COMMUNITY NEED: " There shall be a community need for the proposed use at the proposed location. In the determination of community need, the Hearing Examiner shall consider the following factors, among all other relevant information: (1) The proposed location,shall not result in either the detrimental over concentration of a particular use within the City or within the immediate area of the proposed use. The proposed Singh Saba Temple is the only religious institution in the immediate area. It will not cause an overconcentration of this use in the area. (2) That the proposed location is suited for the proposed use. This location is suited for the proposed temple. Access to the site is provided by Talbot Road South with convenient access to Routes 167, 1-405 and 1-5. Adequate utilities are available to the project site for the proposed development. Talbot Road South is shown as a Collector Arterial on the City of Renton Arterial Street map. This site is also served by a Metro transit route. The road will be able to accept the anticipated traffic flows and the transit route does offer an alternative transportation method for the people attending services. C. EFFECT ON ADJACENT PROPERTIES: The proposed.use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. The following site requirements shall be required: (1) LOT COVERAGE Lot coverage shall conform to the requirements of zone in which the proposed use is to be located. The maximum area covered by buildings is limited to 50% in the R-14 zone. The area covered by buildings for the proposed project is approximately 5% of the total site. This is well below the maximum allowable lot coverage in this,zone. Only approximately 47% of the project site will be covered by impervious surfaces such as asphalt paving of the parking area, buildings, and walkways. Although total lot " coverage is not addressed by the Code, it is interesting to note that the total impervious area of the proposed project is within the maximum building coverage allowed within this zone. (2) Yards: Yards shall conform to the requirements of the zone in which the proposed use is to be located. Additions to the structure shall not be allowed in any required yard. The R-14 zone requires a minimum front, side and rear yard setback of 15 feet. The applicant is providing the required building setbacks The Code specifically states that parking areas and structures are not allowed within the setback areas. The Code is mute in regards to driveways and fire lanes. Although adequate setbacks are provided on the North, East, and West sides of the subject property, parking is shown within eight (8) feet of the South boundary of the subject property. The applicant will need to redesign the parking lot in this area to allow for a minimum setback of a fifteen (15) feet. PRELMRPT.DOC City of Renton P/B/PW Department - Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 7 of 11 3) Height: Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located. Spires, belitowers, public utility antennas or similar structure may exceed the height requirement upon approval of a variance. Building heights should be related to surrounding used in order to allow optimal sunlight and ventilation, and minimal obstruction of views from adjacent structures. The Code is clear that residential structures are limited to 30 feet and two stories, civic uses are limited to two stories, and commercial structures are limited to one story and twenty feet in height. The Code does not indicate which of these restrictions would apply to a religious structure. In any event the proposed temple is a three story structure that is proposed to be fifty- five'feet in height. As the Code does not include a specific.exemption from any height limitation the applicant has applied for a variance in order to ensure that the temple as proposed can be allowed within this zone. The variance is discussed in detail later in • this report. D. COMPATIBILITY: The proposed use shall be compatible with the residential scale and character of the neighborhood. (Ord 3599, 1-11-82) As noted above, the adjacent zoning allows for one and two story residential, civic, and ;commercial structures. Although the proposed temple will be.three stories in height the applicant has located the structure so that it is at least one hundred feet to the property boundaries. This setback.with the proposed landscaping will buffer the views of the structure from the adjacent properties. Concern has been expressed by some of the neighbors that the temple facilities and parking area will.be used for commercial purposes not related to the function of providing religious services (i.e., storage of taxi cabs on-site, day-care). The applicant has not included these types of activities in the request for this conditional use permit. Therefore, they are excluded. If at any time in the future the applicant desires to provide these services, the applicant will need to apply for a new conditional use permit. E. PARKING: Parking under the building structure should be encouraged. Lot coverage may be increased to as much as seventy-five percent(75%) of the lot coverage requirement of the zone, in which the proposed use is located, if all parking is provided underground or within the structure. (Ord.3903, 4-22-85) The applicant is proposing to provide 217 parking stalls. When the parking requirements are calculated based upon the•Parking and Loading Ordinance, the temple is only required to provide approximately 70 parking stalls. The applicant wants to provide sufficient parking on-site so that the members of the temple will not have to park on the adjacent roads when a major event occurs at the temple. The applicant has submitted a request for a waiver from the standards in order to provide more parking than the Code would require. It is anticipated that this administrative waiver will be granted prior to the public hearing on this project. Staff would note that the R-14 Ordinance requires parking areas and structures to be located a minimum of fifteen feet from the property line. The applicant will need to revise the parking lot layout in order to meet this requirement. A copy of the revised site plan and landscape plan will need to be submitted to the satisfaction of the Development Services Division prior to the issuance of building permits. PRELMRPT.DOC City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 8 of 11 F. TRAFFIC: Traffic and circulation patterns of vehicles and pedestrians relating to the proposed use and surrounding area shall be reviewed for potential effects on, and to ensure safe movement in the surrounding area. Vehicle traffic will continue to access the project site from Talbot Road. Although Talbot Road, especially in the area of 43rd/Carr Road experiences heavy peak hour weekday traffic, this project will not contribute significantly to the traffic weekday congestion at this intersection as the temple will not be conducting religious services at these times. It is anticipated that a building of the size proposed by the.applicant will generate approximately 205 new vehicle trips. Since services are conducted mainly on week-ends, it is not anticipated that these new trips will cause a significant impact on the adjacent roadways. In any event, the existing roads could accept the anticipated traffic flows without having a significant impact on the level of service in this area. G. NOISE, GLARE: Potential noise, light and glare impacts shall be evaluated based on the location of the proposed use on the lot,and the location of on-site parking areas, outdoor recreational areas and refuse storage areas. The proposed temple has the potential for becoming a source of noise, light, and glare impacts. However, these issues have been addressed through the design of the proposed project and the use of the facilities. Light and glare will not be a significant issue in that the applicant is proposing to use a low level bollard style lighting system for the parking lot and walkways. In addition the landscaping on- site, especially around the perimeter of the site, will prevent the light from causing glare problems on the adjacent properties. Noise should not become an issue in regards to this temple. The site is already used for a temple and the new facility, although larger, will not introduce any new sources of noise. The applicant has indicated that most activities will occur during the daytime on the week-ends and that only small private religious services will be conducted during the week. These services generally end no later than 10:00 PM and are held indoors. H. LANDSCAPING: Landscaping shall be provided in all areas not occupied by building or paving. The Hearing Examiner may require additional landscaping to buffer adjacent properties from potentially adverse effects of the proposed use. The applicant has submitted a landscape plan and a wetland plan for the project site. The applicant is proposing to provide an approximately fifty foot wide landscape/wetland buffer area between the project site and the adjacent residential area. City staff have reviewed the plans and found them to be adequate. PRELMRPT.DOC • City of Renton P/B/PW Department — _._ Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 9 of 11 1. ACCESSORY USES: Accessory uses to conditional uses such as day schools, auditoriums used for social and sport activities, health centers, convents, preschool facilities, convalescent homes and others of a similar nature shall be considered to be separate uses and shall be subject to the provisions of the use district in which they are located. The applicant has indicated that day schools and other types of community outreach programs will not be conducted,from the proposed facilities. If these are proposed in the future, the applicant will need to obtain a new permit for these activities. J. CONVERSION: No existing building or structure shall be converted to a conditional use unless such building or structure complies, or is brought into compliance, with the provisions of this Chapter. No structures are being converted to a conditional use as part of this proposal. K. PUBLIC IMPROVEMENTS: The proposed use and location shall be adequately served by and not impose an undue burden on any public improvements, facilities, utilities, and services. Approval of a conditional use permit may be conditional upon the provision and/or guarantee by the applicant of necessary public improvements, facilities, utilities, and/or services. Adequate services are available within the area. The applicant will need to connect to the services. 6. CONSISTENCY WITH VARIANCE CRITERIA (RENTON MUNICIPAL CODE SECTION 4-722, G-3): The Hearing Examiner shall have authority to grant a variance upon making a determination, in writing, that the conditions specified below have been found to exist: 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant is requesting a height variance for the proposed building and for the flag pole that will be located on-site. The applicant is constrained in the design of the building through religious practices that dictate where certain facilities need to be located in respect to one another. The food area and restrooms are required to be at a lower elevation than the main sanctuary where the holy book is kept. Also a significant portion of the site can not be built upon due to the existence of wetlands. This prevents the applicant from locating more of the facilities on the second level that would lower the overall height of the building: PRELMRPT.DOC • City of Renton P/B/PW Department' Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 10 of 11 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: • City staff does not believe that the granting of the variance will be detrimental to the public welfare or injurious to the property or improvements in the vicinity. The applicant is providing large landscaped buffers (approximately 100 feet with over 50 feet of landscaping) between the proposed structure and the adjacent residential development. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: The granting of this variance will not constitute a grant of special privilege. Temples, churches, and other religious structures are a unique class of structures within the community. The City has been consistent in approving the variance necessary to allow these structures to be provided for the benefit of the community. 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: . City staff believes that, based upon the criteria established by this religious community and the project site, that this is the minimum variance necessary in order to allow the applicant the use of this site. 7. SPECIAL PERMIT FOR FILL & GRADE To grant a special permit, the Hearing Examiner shall make a determination that the activity would not be unreasonably detrimental to the surrounding area. The Hearing Examiner shall consider, but is not limited to,the following: 1. Size and location of the activity. The applicant will be grading an approximately six (6) acre site. Approximately 21,800 cubic yards of material will be cut from the site. Of this 2,100 cubic yards of material (soil and surface vegetation) will be reused as fill and the remaining' 19,700 cubic yards of material will be exported to an appropriate fill area. 2. Traffic volume and pattern. Traffic will include the moving of the equipment on-site and off-site and the transportation of the soil to be removed. It will require approximately 985 truck trips to remove the excess soil from the site (based upon the use of 20 cubic yard trucks). The most likely route for the truck trips will be north on Talbot Road to Carr Road. However, this is dependent upon the site to which the soil will be transported. 3. Screening, landscaping,fencing and setbacks. This grading is of a limited duration and is required in order to be able to complete the grading of the site during the dry period of the year. This will allow the applicant to complete the wetland creation and enhancement projects during the wet period of the year when it will have the best chance of survival. PRELMRPT.DOC • f Y i • City of Renton P/B/PW Department` _ Preliminary Report to the Hearing Examiner GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061,CU,V,SP PUBLIC HEARING DATE: July 30, 1996 Page 11 of 11 The final screening of the site and landscaping will be completed as the final phase of the construction process. Temporary erosion control measures will be installed as required by Code. This could include, but not be limited to, silt fencing and sprinklering the site to prevent dust and erosion. 4. Unsightliness, noise, and dust. Noise levels and time of operation are already established by Code (7:00 AM to 8:00 PM Monday through Saturday). The applicant will be required to comply with the.standards contained in the ordinance. The Environmental Review Committee has already established a mitigation measure requiring the site to be hydroseeded in the event that grading occurs and it is not followed up by the construction and landscaping of the site. 5. Surface drainage. The applicant will be required to install temporary erosion control measures as required by Code. The applicant has proposed final surface drainage control plans that have been reviewed by City staff and found to be adequate. The final plans for this system and the temporary erosion control measures will be reviewed as part of the construction plans for this project. 6. The length of time the application of an existing operation has to comply with the nonsafety provisions of this Ordinance. Not applicable. • H. RECOMMENDATIONS: Staff recommend approval of the Gurudwara Singh Saba of Washington Temple(Conditional Use Permit/Variance/Special Permit for Fill&Grade),file no.LUA-96-061,CU.V,SP subject to the following conditions: 9. Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures which were required by the Environmental. Review Committee's June 25, 1996 Threshold Determination. 2. The applicant shall submit a revised site plan demonstrating a minimum fifteen foot setback between the south property line and the proposed parking area. The full fifteen feet shall be landscaped. The revised site plan shall be submitted to the satisfaction of the Development Services Division prior to the issuance of building permits. 3. The applicant shall not use the project site for the storage of vehicles not associated with the proposed religious facility or for accessory uses (i.e., daycare, day school, outreach programs) without obtaining written approval from the City of Renton. • EXPIRATION PERIODS: Conditional Use Permits (CUP): Two (2)years from the final approval date. (Extensions may be requested.) PRELMRPT.DOC , CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-96-061, ECF, CU, V, SP, LLA APPLICANT: Kulwant Sandhu PROJECT NAME: Gurudwara Singh Saba of Washington Temple DESCRIPTION OF PROPOSAL: The applicant seeks to obtain environmental review (ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. LOCATION OF PROPOSAL: 5212 Talbot Road South LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. The 15 day comment period and the 14 day appeal period for this project will run concurrently. The comment/appeal periods for this project will end at 5:00 p.m. on July 16, 1996. Appeal procedures and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the second floor of City Hall, Renton, Washington, on July 30, 1996 at 9:00 AM to consider the Conditional Use Permit and Variance. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. PUBLICATION DATE: July 1, 1996 DATE OF DECISION: June 25, 1996 SIGNATURES: • , 6aft5/746 , 2jgg Zi erm dminlstr or DAT Departm t of anning/Building/Public Works n? ___---7 _ „.....--/--- z--- N__-4 , _z,-_,4 - am Chastain, Administrator DATE Community Service Departme t -/Lee1ler ire hi f DATE Re ton Fire Department DNSMSIG.DOC , 1 CITY OF RENTON DETERMINATION'OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES Project Name Gurudwara Singh Saba of Washington Temple Applicant Kulwant Sandhu File Number LUA-96-061,ECF, CU,V, SP,LLA Project Description The applicant seeks to obtain environmental review (ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. . The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit(SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building 'permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. Project Location 5212 Talbot Road South MITIGATION MEASURES: 1. The applicant shall stake the existing wetlands that are to be retained with one color stake and the buffer area with a second color stake to ensure that the land clearing activities do not impact the existing wetlands. The stakes shall be of a size sufficient so that they are easily visible to the operators of the heavy equipment. The placement of the stakes shall be confirmed by City staff with the applicant's wetland biologist prior to any land clearing or grading of the project site. 2. The recommendations contained within the Geotechnic Evaluation shall be considered mitigation measures unless a modification of the recommendation is obtained in writing from the Development Services Division of the City of Renton or by a condition of approval established by the Hearing Examiner. ' 3. The wetland mitigation/restoration methodology and recommendations contained in the Wetland Delineation and Mitigation Report shall be considered as required mitigation unless a modification is obtained in writing from the Development Services Division. ' 4. The applicant shall hydro-seed or otherwise plant an appropriate groundcover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. This work shall be completed to the satisfaction of the Development Services Division. 5. The applicant shall submit to the City of Renton a fire mitigation fee of$0.52 per square foot of building area($0.52 x 22,000 sf=$11,440.00). This fee shall be submitted prior to or at the time that building permits are issued. 6. The applicant shall submit a Transportation Mitigation Fee of$75.00 per new trip generated prior to or at the time that building permits are issued. The Transportation Mitigation Fee is estimated at $15,378.00 (25,670 sf-3670 sf/1000 x 9.32=205.04)(205.04 x$75.00=$15,378.00). This mitigation fee shall be paid prior to or at the time that building permits are issued. MITMEAS.DOC/ DE TERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES Project Name Gurudwara Singh Saba of Washington Temple Applicant Kulwant Sandhu File Number LUA-96-061,ECF, CU,V, SP,LLA Project Description The applicant seeks to obtain environmental review(ECF)and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of - 19,700 cubic yards of material)prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. Project Location 5212 Talbot Road'South Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. General Issues 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. The applicant is required to obtain a Grading License after the approval of the Special Permit for Fill and Grade and prior to starting any grading or clearing of the subject property. Police Department 1. Based on the size of the building it is estimated that the proposed development will generate 11.38 calls for service annually. 2. Other construction sites in this area have reported thefts of building materials and tools, vandalism, and there was one report of a gun being discharged into a construction trailer. It is recommended that building materials and tools be secured during hours of darkness and week-ends. Security lighting and fencing to keep trespassers off the property and an alarm in the construction office should be installed. 3. Applicant should consider the use of a private security patrol or on-site guard service during the construction phase of the project. 4. To aid police in the recovery of stolen property, the applicant should record the serial number and model of all construction equipment. 5. Solid-core exterior doors will be needed in the proposed building and an monitored alarm system should be considered for the building. Fire Prevention Bureau 1. The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants are required. One hydrant is required within 150-feet of the structure and one hydrant is required within 300-feet of the structure. ' Gurudwara singh Saba of Vvasuington Temple k LUA-96-061,ECF,CU,V,SP,LLA Advisory Notes(Continued) Page 2 2. City Ordinance requires the building to be fully sprinklered. Separate plans and permits are required from the Fire Department: 3. A voice evacuation fire alarm is required. Separate plans and permits are required from the Fire Department. 4. A kitchen hood system may be required. Additional information is required in order to make a determination. Construction Services 1. All rockeries over four-feet high will need to be designed and inspected by a soils engineer with a letter submitted to the Building Official when they are approved. 2. A soils engineer will need to approve all footing excavations prior to placement of any concrete. 3. Retaining walls to be designed and inspected by a soils engineer with a letter to the Building Official upon completion. 4. The Soils Engineer will need to approve fill material beneath the slabs prior to the placement of concrete. 5. The temple and 4-plex will require demolition permits from the city and asbestos abatement permits from PSAPCA in Seattle. 6. The roof drains will require plumbing permits. 7. The kitchen will need to be approved by Seattle/King County Health Department prior to submittal of plans for-permit to the City of Renton. Sewer Utility: 1. This site is not located in the Aquifer Protection Zone. • 2. There is an existing 8" sanitary sewer main in Talbot Road South. 3. If the existing sidesewer to the existing building is a 6"sidesewer,then the portion of it to the building that is being demolished shall be cut and capped prior to the demolition of the structure. If this 6" sidesewer is in acceptable condition it may be used to connect to the new building. It must meet both criteria,that is 6"in diameter and in acceptable condition. If it does not meet BOTH of the above criteria then a new sidesewer will be required. • 4. If a full kitchen or cafeteria is included in the project,then a grease interceptor or grease trap with bioagents are required. 5. The existing sanitary sewer line is owned and operated by the City of Renton. All plan review and permits will be completed by the City of Renton. As per the agreement between Soos Creek and the City of Renton for the acquisition of the sanitary sewer lines downstream of your development,the City will collect Soos Creek General Facilities Charge per Soos Creek requirements,which is by square footage of property being developed, and pass said fees on to Soos Creek. Because of this, we will not, be collecting the City of Renton Special Utility Connection Charge for Wastewater. Water Utility: 1. This site located in the 350 Pressure Zone. The site is not located in the Aquifer Protection Zone. 2. The Sikh Temple project shall install a new 12" watermain across the full frontage of the property being developed(350 Zone).. Gurudwara singh Saba of Vvasnington Temple LUA-96-061,ECF,CU,V,SP,LLA Advisory Notes(Continued) Page,3 3. Fire hydrants are required to be installed along with the watermain in Talbot Road South. The • maximum spacing of fire hydrants is 400 feet. 4. Depending on fire flow requirements a looped water main maybe required around the new structure. This is required for Fireflows greater than 2500 GPM. 5. Depending on fire flow requirements, additional hydrants may be required. A primary hydrant shall be located within 150 feet of the new structure and the secondary hydrant(s)located within 300 feet. 6. Backflow prevention devices will be required for the irrigation system and the fire protection system. 7. Water SDS fees of$0.113 per square foot for the entire site (but not less than$850)will be required for this project if they have not been previously paid. Drainage: • 1. The drainage system shall be designed in accordance with the 1990 KCSWDM. • 2. The conceptual drainage plan is approved. 3. The Surface Water SDS fees of$0.129 per square foot of new impervious area.(but not less than $385)applies to the proposed project. Street Improvements: 1. Curb,gutters and sidewalks are required to be installed in Talbot Road South. • 2. Street lighting on Talbot Road South shall conform to City of Renton standards. General Plan Review Comments: 1. All required utility,drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5%of the first$100,000 of the estimated construction costs; 4%of anything over$100,000 but less than$200,000,and 3%of anything over$200,000. Half of the • fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the City of Renton Drafting Standards. • - is C>)�Y �1. ::•......••..........�...•... ..t fif,v'^/!/xr'„ fi.;W"Y.v:..MiirJiiP:•i'i14:A:P}Ylir'N?}ar'f.•??%4it/7:i,VH-.4hiriYll0%JV}%-00A.Y+ >�"�.M• ..:4:.?:::IXi J!rij:t.•r:::+n.:.... :YI Y.CYF/rVvp4^ij fr?YJ..';:....:fj...:r.:t;..J...�::..::.:.....#". . ../...'.: .:7,.. j..-,. ::r. •Y�a�/�n:G'flj H%fr.Y+;:;G,%/f,•,�•f �.} xY ':f:c.%/'�i�iY':Y' -r SiY: :: fir:rya rr :'L :?r?r . . l 4CA/{? y�( •rlrj%r.r. l.,:•:' :f�.•.:.r ..:.:.... ::• -:..••r. r. -:.,.-:::.:..,.. t:....•.•..,..,:;,:::...: •.r•ale.. /.••�.>..fr...::'o�f �....�.': ��� ,c. ?.::r+.,..:�.,:,..-.:.<,,::llr,.::h::.:yr,.::r...:r.r..r.nr:r.;f.:r,:,:..:�. ..Kc./.•:.rr.::::::.::::,/r...:.:.,i:,?:...:.n.:;{.+;n.::.........,...):.: •'•...ht . : ' ................ Project Name Guv,4di/ava StN9k Saba ob (.0454. Teulple. Project Address 5212. TA Hoot Xoad Soul Contact Person Ku l Wasit Sai1I/1 u Address 200$ C.ihco/h Circ% SE Phone Number 224—. 2326 Permit Number LUA 4G — 061 • Project Description Ref lace. eleilt,kti 2 ctovN ( 3470 Glice✓c�j w, pick) 25% 67O s.f. am 6 acvt s,t'c 2111 ?avk� spaces Land Use Type: Method of Calculation: ❑ Residential ITE Trip Generation Manual G btut"- i (540) ❑ Retail 0 Traffic Study pate 8I yz Non-retail 0 Other Calculation: Avcv. Die'/1 Rayc e6 Q.32 ph 4000 s.f gross f/oo/ 4.9eet Net A) ' Ave.,. Da,I+/ 7v,Ps (zS312 — 3670 ) ( 4.32) = 205.0 'I -fv.Ps i000 /►�{�-t,y at,�� Fez a,� 75 -t v;p (205. o ) ($7 5 ) = (.!!_5_2378 ec' Transportation Mitigation Fee: /5) 378, 00 Calculated by: J/IPil-i,(ha /1 Date: C.A Z/44. Account Number: Date of Payment i Cin snton Department of Planning/Building; Norks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:Ch Ltoy‘ S2,nl(c_12.A COMMENTS DUE: JUNE 13, 1996 _APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA Approx. six(6)acres I BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Templ pii a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and fl rl'()pi Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. �c.r. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS r re Element of the Probable , Probable More Element of the Probable Probable Mo,1 "1 t Y y ID Environment Minor Major information . Environment Minor Major Information Impacts impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS 1 RDcickkiEs boa q r 1i&I TO UCH BC�c.11L?IVGf/ Iowa V [E 50(�5 ��It ki I�I1K A L tt'k. TO AWWCON& DPF(61 N PPRoU . Ail, CCAU TINS PRIOR -CD PL�l Mir o AN Z. 56[[� �I�� �o a�� �Dt�o� A�� I�SPfC.�D QV TES. �I�.s �Gcli � C� R1Rli3((G luRl�S l0 &. D it 0 [ Wit A LtltZ TO TKO SOUIUU KP[LIAG ono aitItAgliocif. 5D1 L5 �©� ������. aDP��. � rnr}T�Ab eatH 5 LA 85 PRIOR. Tb PLAt' m nNT C. CODE-RELATED COMMENTS I T . Pt r' .t q-- QLEX RaI D I R L POI/OUT MI6 P[1/It 11S rRa (111 AIM a5f1512 Allh p O pa rAiU 'RDffl P APCA N 1 LG r 2. %� �FuJ PERM. b &QIN R . 3, �0 od 5 d [ 16b PLJ Ifl PE/ MIT. � l(r[C L f il APfAo O 8y lVJ�ALM &J)7. PPOPS To nota► trro or Pons , rok Patti TDt& u(� nc We ha r=i: °.• this applic ' n with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a •,,• : n bon' ded top petty assess this proposal. / — -71& Signa - of Director r uthorized Representative Date OEVA P1.DOC - Rev.10193 Cil iton Department of Planning/Building, 'forks ' L' • ' ° -.. • -�•• ', ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW 'SHEET REVIEWING DEPARTMENT: F\rc_ Fire 4tgv COMMENTS DUE: JUNE 13, 1996J�t '` APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996: _1_ APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA Approx. six(6)acres I BUILDING AREA(gross): 25,670 Sq.Ft 1 BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Temple on a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation A)0 /Hit por £ya�f s xio te�t B. POLICY-RELATED COMMENTS /V4 • C. CODE-RELATED COMM NTS n a See it-7/0 cife, deell We have reviewed this application with .articular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addition I information is need '- ;%properly assess this proposal. 1; 4( • 6/0 6 Signatu Director or Authorized Represe• ative Date DEVAPP1. Rev.101Q3 tizY o _ CITY OF RENTON FIRE PREVENTION BUREAU rik,R vp_at, MEMORANDUM DATE: February 15, 1996 TO: Mark Pywell, Senior Planner / FROM: Jim Gray, Assistant Fire Marshal ,V SUBJECT: Sikh Temple, 5212 Talbot Road S uth The following information represents the Fire Department comments for the above- subject project: 1. The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants are required. One hydrant is required within 150-feet of the structure and one hydrant is required within 300-feet of the structure. 2. City Ordinance requires the building be fully sprinklered. Separate plans and permits are required from the Fire Department. 3. A voice evacuation fire alarm system is required. Separate plans and permits are required from the Fire Department. 4. A kitchen hood system may be required. Additional information is required in order to make a determination. 5. Fire mitigation fees are applicable at the rate of $0.52 per square foot of building. 22,000 square feet x $0.52 = $11,440.00. A credit can be given for square footage of the demolished building. The fire mitigation fees are payable at the time of building permit issuance. Pleae contact me if you have any questions. Sikh • CITY OF RENTON MEMORANDUM DATE: June 11, 1996 TO: Mark Pywell FROM: Arneta Henninger X6198 • SUBJECT: SIKH TEMPLE GREEN FOLDER REVIEW 5212 TALBOT RD S I have reviewed the green folder application for this project located in the SE 1/4 of Section 31, Twp. 23N Rng. 5 E. on the east side of Talbot Road South, south of Summit Park, south of Springbrook project (new project townhouses currently under review) and north of S 55th St and have the following comments at this time: SEWER: •. This site is not located in the Aquifer Protection Zone. • There is an existing 8 sanitary sewer main in Talbot Road South. • If the existing sidesewer to the existing building is a 6" sidesewer, then the portion of it to the building that is being demolished shall be cut and capped prior to the demolition of the structure. If this 6" sidesewer is in acceptable condition it may be used to connect to the new building. It must meet both criteria, that is 6" in diameter and in acceptable condition. If it does not meet BOTH of the above criteria then a new sidesewer will be required. • If a full kitchen or cafeteria is included in the project, then a grease interceptor or grease trap with bioagents are required. • The existing sanitary sewer line is owned and operated by the City of Renton. All plan review and. permits will be completed by the City of Renton. As per the agreement between Soos Creek and the City of Renton for the acquisition of the sanitary sewer lines downstream of your development, the City will collect Soos Creek General Facilities Charge per Soos Creek requirements, which is by square footage of property being developed, and pass said fees on to Soos Creek. Because of this, we will not be collecting the City of Renton Special Utility Connection Charge for Wastewater. SIKH TEMPLE• June 11, 1996 , Page 2 WATER: • This site located in the 350 Pressure Zone. The site is not located in the Aquifer Protection Zone. • The Sikh Temple project shall install a new 12" watermain across the full frontage of the property being developed (350 Zone). • Fire hydrants are required to be installed along with the watermain in Talbot Road South. The maximum spacing of fire hydrants is 400 feet. • • Depending on fire flow requirements a looped water main may be required around the new structure. This is required for Fireflows greater than 2500 GPM. • Depending on fire flow requirements, additional hydrants may be required. A primary hydrant shall be located within 150 feet of the new structure and the secondary hydrant(s) located within 300 feet. • Backflow prevention devices will be required for the irrigation system and the fire protection system. • Water SDS fees of $0.1 13 per- square foot for the entire site (but not less than $850) will be required for this project if they have not been previously paid. DRAINAGE: • The drainage system shall be designed in accordance with the 1990 KCSWDM. • The conceptual drainage plan is approved. • The Surface Water SDS fees of $0.129 per square foot of new impervious area (but not less than $385) applies to the proposed project. STREET IMPROVEMENTS: • Curb, gutters and sidewalks are required to be installed in Talbot Road South. • Street lighting on Talbot Road South shall conform to City of Renton standards. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an itemized cost estimate for these improvements. " The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder SIKH TEMPLE / J June 11, 1996 Page 3 when the permits are issued. There may be additional fees for water service related expenses. Refer to the City of Renton Drafting,Standards. SIKH6GF Cit . anton Department of Planning/Building I Norks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 5 COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple' WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA Approx. six(6)acres BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Temple on a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. ' A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Ele,i ent of the Probable Probable Mon Environment Minor Major information . Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation ,A76 B. POLICY-RELATED COMMENTS �n //-itJ'i2��n� C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those are \'n which w have expertise and have identified areas of probable impact or areas where additional information is n eded to properly assess this proposal. (P35lo Signs ure of Director or Authorized Representative Dat OEVAPPI.DOC Rev.10193 Cif; ,Iton Department of Planning/Building/ `. Vorks ', ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: t d‘tCL COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 APPLICANT: Kulwant Sandhu PROJECT MANAGER: "Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA Approx. six(6)acres - I BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Temple on a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicantalso seeks a Lot Line Adjustment(LLA)to consolidate existing lots. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information . Environment Minor Major Information Impacts Impacts Necessary Impacts - Impacts Necessary Earth Housing Air Aesthetics Water Ught/Glare Plants Recreation Land/Shorellne Use Utilities Animals Transportation Environmental Health Public Services — Energy/ Historic/Cultural Natural Resources Preservation polit%e ea I/s -�tr seArvicc esf;fratect Onfillalic I posed or) (Pitt Sy_ " Clher Corgi -auction sites riti au,baw w hewc '�Po ler1its ( 119 ra:bo a IS va���Gr5 3anc J A( JaS ��en one- r - 'Pik � gun Pei ng orlSch��ctkh:a., poriabLe ConStruchvn cc . seeccornerd /whtiri ina (`0,1 V_- 160IS �e- secau1e4 cf uAi ha,os d Knwd, - zoec°K=er(s i Se e(,e,rt .101k(tor c- -enei✓tS Keep * spasserS off 441°-- P'Per-bci ( wlo( al) z(C4f)U all ��srbtC`fion Site ice.- �PoitCQnf Sri,(G(_. ?Dos cL ) -tht_ se o r, ✓2 5-eatri ca--flibI or on -s,O guard ;eilA CC Oki a9r Ott eon S-i'Y1,LCI 4Y) P W 1 S ci-- cc__ ,naci;rtv w r! /teed ID hew& serf cU nnocG2-( turn hers 1ecorcLed i'i) o�.e d en t- ob Jj aid /22 e- II) ALCDv ii �g l�n picperk . �s a � {cilitq i�selF Ceti lI aced &) ids- Clrc, £CktnUr olw , non?�vrecI C1Oj)fll Sys f cn'i 75 re Cominui of We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed toprooperly assess this proposal. /,, //—�`/ ,, SigLture of 1 ayirlingzp rized Representative Date DEVAPPI.DOG Rev.10193 1 a Q y to o f+ O Z. a 8 _ C t y ,^ VJ • -I 1 0 • _„• n n i, ,f ,`_,.. N _TALDOT ROAD SOUTH �r �t -sr—�, - ',��r— i ,\r7.1 r w A 0 a \ j y \ n 3 \ y u \ Q J ci iti -B- J 9Sr� E S l- ---,.... _ . �ni■. c . ' • 1II, . PL 5 • Q `/ 99th PL S . 'F-)-__.1 . ._. „,,..... c= . ....\444)1s * . ..- . 1....1. _ .n y� 2 • DATE . RcvnaM 1*. NEIGHBORHOOD DETAIL MAP GURUDWARA SINGH SABA CO A CHURCH CONSTRUCTORS of WASHINGTON 135O N CANYON • %D 0212 TALSOT ROAD SOUTH REDMOND OR 977511 p RENTON WA TAI BOT .$OAD_SOUTJ_I____ 11: a ..'-' =off"sue ,m'm1 1 _ • - -- _-- 1 a+ `,I %' 4,.._ • °Ili r_li ''' I noo � \\\ ... __ -sue 1. - - ri 1I I I I I -4 - \\� ( I1 I I s a�,--_ - Sea• E ... Egg--iw1, F, 1'1,-1 w S� "Ai L,!-- %J�r-'1�\ 11 „�� -I-I �iH-I�I;f--I"Ill I I I I' ."1\---,,,.--- 4 r ___,----- '111 I I I ' I I°111,1 I I I - \ / �' I --- - ail w — • w ..,______------i - d J i 11 iiiiii i ill i 111 ne^aw a 7g ill tIVV44IV c i l 11114 PIS V i PI I I I .,. • OM I SITE PLAN I GURUDWARA SINGH SAGA ��� 1 CHURCH CONSTRUCTOR' -_— ./WASNINGTON MON CANYON .N MInlwN.C.T N .aUTN II[ONONo ON M. _ p IIIMrON Y _— CUE SANDS` ......... ____ --_ _ eD-NATIve/ . • l�. n1%•3.OOr. `��-- NATIVE MIX • a E.:AND Bl3FER LRa'•]'Or.C::.S_R NG...LE E-¢E-ES (SEE LIST AT RI(a..Tl W GRQ.P.NW 6!-1,T'.E•OLLQLNG-- - ►_ANTS(BY Or4'RS/` NS.-AL1-YE MAPLE S J L01GLEAF n�1 e• En.., OUANTITES 73-ZABELLL-GEL .••• r• '1 io SWORD FERN _I �••• !S-DCUBLEFILE I • '•J OOAi�Iiii111•II•IaIL•1'/�\\I) 7��, `-eI�I�I��:�.���'�.�I IIi�GC=7 :.mr.. wuusruwrn 3 EIROPEAN VIE KTATt w•4"O•OOO• ea•ORC ID RO«ROSE I1 GOR1 EAn a •• OL. ^��•OQOO 4 CRIMSON PTCfrr. /-1-'uELLERI'MOLL,' a'0e. ram••••••�•_•� (I GAL CCNT) . /'.�, O,1O J OARBERRT•3'OL. / •3'OL �r•�• '•GO/ �.0%� 32-3ELLERI'MOLLY / IOC �( i i •3.OL ii'/ /I'-_I .ot�jbo I I I �4 R•NT. :a/l1°1�� iafiCI. % 4r{- rd•.N " (a0000e_:. 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IP ii c.9 Fl �{ GURIJDWARA SINGN SABNA OF WASHINGTON SEGA Engineers i16i96 Cl p `- 52121ALBOT ROAD SOUTH / sue.,•art[°wW � ISSUED FOR C.U.P. r• W .• ' RENTON,WASNmr *� PRELIM GR)_ iG AND DRAINAGE PLAN �-1wi- .ri�iw•W.�. _S CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JULY 23, 1996 TO: MARK PYWELL FROM: NEIL WATTS AfrC,(,() SUBJECT: TRAFFIC CONCERNS FOR THE GURUDWARA SINGH SABA OF WASHINGTON TEMPLE The letter from the Summit Park Condominium Homeowners Association dated July 16, 1996, stated a concern for "significant traffic congestion" as a result of the proposed church/temple construction. The traffic generation for this project is well within the capacity of Talbot Road South. Additional delays may be experienced at the intersection of Talbot and Carr Road, but these delays will only be for a limited time period during days of service at the church/temple. These limited delays are not long enough or frequent enough to be characterized as a significant adverse impact. The traffic report for this project predicted approximately 200 additional trips, which will be dispersed over a period of many hours and multiple routes. The existing roadway system can easily accomodate this additional traffic. CITY OF RENTON ma. i'` ty Planning/Building/Public Works Department Jesse Tanner,- Mayor Gregg Zimmerman P.E.,Administrator i;FVELOPMENT PLANNING CITY OF RENTON July 19, 1996 JUL2 Z '1995 Washington Design Service P.O.Box 10 RECEIVED Eatonville,WA 98328 SUBJECT: GURUDWARA SINGH SABA TEMPLE OF WASHINGTON LUA-96-061; REQUES'k FOR A MODIFICATION OF THE PARKING AND LOADING ORDINANCE STANDARDS I am in receipt of your request for consideration and approval for modification in the parking • standards established in the City of Renton Parking and Loading code,as amended by Ordinance No.4517. Reference made to the code in the following evaluation shall be taken to denote the City of Renton Parking and Loading Code. BACKGROUND The applicant has submitted a conditional use permit application in order to construct a Sikh Temple on Talbot Road South. The Temple will include a sanctuary of approximately 7,000 square,feet. There are no seats in the sanctuary as the Temple members sit on the floor during the • services. In accordance with the Parking and Loading Ordinance the Temple is required to provide one parking stall per 100 square feet of floor area when there is no seating in the main meeting room. Using this ratio the applicant would only need to'provide seventy(70).parking stalls. SUMMARY OF REQUEST • The applicant is requesting a modification in the standards of the Parking and Loading Ordinance so that they can provide 217 parking stalls. They have stated that their services are conducted in a different manner than the services of other religions in that the other rooms that are included within the Temple are in use at the same time as the main meeting room. Therefore, they feel that there will be a greater need for parking then is currently required by the Parking and Loading Ordinance. There concern is that if they do not provide adequate on-site parking,the temple members will park on the adjacent residential streets and this will cause a conflict with the area residents. - As noted by the applicant, the maximum concentrated occupant load of the main worship area would be 1,000 people(7,000 sf/7 sf per person= 1,000 people). It would take approximately 200 to 250 vehicles to transport this number of people. Thus, it is reasonable to request permission to construct a parking area for approximately 217 vehicles. Although it is unlikely that the temple will ever have the maximum number of people in the main worship.room at one time,the use of the other rooms.at the same time as the main worship room would cause a greater parking demand than the Code addresses. ,.,.,. •.. • July 16,, 1996 Page2 FINDINGS 1. Parking and Loading Section 4-14-1.C.1.a. states: Approval for deviation from standards: Whenever there are practical difficulties in carrying out the provisions of this chapter, the Planning/Building/Public Works Administrator may grant'in writing modifications to the standards for individual cases, provided that such modification: Conforms to the intent and purpose of the Code;and can be shown to be justified and required for the use and the situation intended; and will not create adverse impacts to other property(ies) in the vicinity; and will be made prior to detailed engineering and design. 2. There is a practical difficulty involved with limiting the on-site parking of the Gurudwara Singh Saba Temple to the number of parking stalls established for the typical assembly room. The number of parking stalls proposed for the Temple is based upon the maximum occupancy load established for the main worship room by the Uniform Building Code (UBC). Although the main worship room will seldom be filled to capacity this calculation will allow parking to be provided for the normal use of the main worship room and the auxiliary rooms (i.e., class rooms, dining area) at the same time. 3. The proposal conforms to the intent and purpose of the Code, in that it appears to be justified and will provide adequate on-site parking for those using the temple. The deviation from the standards will not cause an adverse impact on the adjacent properties in that it will eliminate • the potential for worshippers to park on the adjacent residential streets during.service. Also, .the applicant is providing more than the minimum requirement for landscaping along the property boundary. . 4. The request has been made prior to submittal of detailed engineering and design drawings. The conditions stated in the Code for approval for deviation from standards have been met. DECISION " The requested modification to the Parking and Loading Ordinance regarding number of parking spaces is granted, on condition that the proposal includes additional on-site landscaping to mitigate for the appearance of the increased parking area. The additional landscaping shall be'shown on a revised landscape plan and shall be acceptable to the Development Services Division. Sincerely, Gregg Zimmerman,Administrator Planning/Building/Public Works Department • cc: Fred Kaufinan,Hearing Examiner Jana Huerter Mark Pywell A WimWashington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportation DEVELOPMENT PLANNINr CITY OFccnrr . JUL 2 3 9995 DATE: July 19,1996 RECEIVED TO: Mark Pywell , City of Renton, Project Manager 200 Mill Avenue South Renton WA 98055 Subject: SR 167 MP 24.45 CS 1766 Mitigated Determination of Nonsignificance-Gurudwara Singh Saba of WA Temple File No. LUA-96-061,ECF,CU,V, 40, SP,LLA FROM: Robert A. Josephson, PE, Manager of Planning&Local Coordination Washington State Department of Transportation Northwest Region 15700 Dayton Avenue North, MS 122 P. O. Box 330310 Seattle, WA 98133-9710 Thank you for giving us the opportunity to review this project, which is located at 5212 TalbotRoad South. Our response is checked below: X We have reviewed this subject document and have no comments. The project will have no significant impact on the state highway system. The State recommends that a traffic study be prepared to anaylyse the state . intersections that are impacted by ten or more of the project's generated peak hour trips and also determine what mitigation measures, if any would be required. If you have any questions,please contact Don Hurter at 440-4664 or Vickie Erickson at 440-4915 of my Developer Services section VEE:vee File Name CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 17, 1996 TO: Environmental Review Committee FROM: Mark R. Pywell,AICP SUBJECT: Gurudwara Singh Saba of Washington Temple LUA-96-062,ECF, CU,V,SP,LLA The attached letter was received from Stephen Kelly, Summit Park Condominium Homeowners Association representative. His letter states that the Environmental Review Committee failed to give adequate consideration to his issues: 1) potential light impacts from the proposed parking lot; 2) increased traffic on Talbot Road and; 3)potential noise impacts from the use of the parking lot during the evening hours. City staff believes that we have given adequate consideration to these issues and that no further mitigation measures are required for this project. City staffs responses are listed below and the numbering is consistent with the numbering of the issues shown above. 1. City staff has reviewed the lighting for the parking lot. The applicant is intending to install low level, bollard, style lights. This style of lighting will not produce glare on adjacent properties. In addition the applicant is proposing an earthen berm and landscaping around the perimeter of the site to help ensure that light generated on the subject property will not cause light or glare on the adjacent property. The applicant is proposing to illuminate the building with lighting placed in the soffits of the overhangs and walkways. This will be indirect lighting that will not cause glare on the adjacent property. 2. City staff does not believe that the traffic generated by the temple will have a significant impact on the adjacent roadways. The hours of use will not generate traffic during the weekday peak hours for commuting. The traffic, although concentrated in the hours before and after services, will not cause a significant impact on the level of service. (See memo from Neil Watts.) 3. Mr. Kelly expresses concern that the parking lot will be a noise generator in the evening hours and due to the rural nature of the area, these potential impacts will adversely impact the homeowners within Summit Park. Gurudwara Singh Saba of W--'---igton Temple July 17, 1996 Page 2 First staff would note that this area is no longer considered to be a rural area. Summit Park and other recent developments have been at an urban density. It is anticipated that the areas that are presently vacant or underdeveloped will develop at an urban density. Both the Comprehensive Plan and the Zoning for the area immediately adjacent to Talbot Road South require an urban density and an urban level of services. The already has a noise ordinance that establishes acceptable daytime and nighttime noise levels. As this is already part of the City of Renton Municipal Code the ERC is not required to adopt it as a mitigation measure. Furthermore, staff does not anticipate that the level of activity at this facility during the evening hours will generate a significant level of noise. If complaints are received at anytime during the operation of this facility, the City already has the authority to investigate those claims and to require the applicant to meet the requirements of the ordinance. MEMO.DOT/ Jul—16-96 01 : 25P KELLY"seGRANT# 206 386 7367 P-02 KELLY\GRANT p.s. Lawyers 1000 Second Avenue, 37th Floor Seattle, Washington 98104-1046 Stephen C. Kelly Facsimile: (206) 386-7367 Direct Dial: 08)386--2 61Dial: (206)386-7365 Telephone: (206) 386-7363 Mob July 16, 1996 "'&Pr/,s,,. Was Via Facsimile 277-4455 and U.S. Mail Mark Pywell, AICP Planning/Building Public Works Department City of Renton Third Floor, 200 Mills Avenue Renton, Washington 98055 Re: Gurudwara Singh Saba of Washington Temple Project No. LUA-96-062, ECF, CU, V, SP, LLA Dear Mr. Pywell: I write on behalf of the Summit Park Condominium Homeowners Association with regard to your letter of June 26, 1996 and the mitigation measures proposed by the Environmental Review Committee with respect to the above project_ The Summit Park Condominium Homeowners Association does not believe that either the applicant or the Environmental Review Committee (ERC) have adequately addressed its concerns raised in my letter of June 18, 1996. Specifically, the ERC has failed to adequately address the potential impact associated with light emitted by activities on the site generally and specifically in the parking lot; failed to adequately address the impact of increased traffic which will be generated by the use of the facility; and has failed to adequately address the potential impact of noise generated by the use of the facility during night time hours. There is a particular concern that the true traffic impact in what is a rural/residential neighborhood has been grossly understated. According to the calculations set forth in the Determination of Non-Significance (Mitigated) Mitigation Measures, 205.04 additional trips will be generated from the use of the facility. However, these additional trips will all occur during short periods of time. As a consequence, significant traffic congestion can be expected_ This is of particular concern since for all practical purposes, access to the site is only from the north and on Talbot Road. Jul -16-96 01 : 25P KELLYWGRANT# 206 386 7367 P_03 Mr. Mark Pywell July 16, 1996 Page 2 The impact on adjacent property owners of exterior lighting on the site appears to have been ignored. The mitigation measures do not address either the intensity of exterior lights or the height of lighting fixtures. Similarly, the potential impact on adjacent property owners from noise associated with the use of the facility during evening hours has not been addressed_ This is of particular concern given the rural nature of the immediate area. Parking lots are by their very nature generators of noise. Only by limiting the hours of use can the potential impact of such a large parking facility be mitigated, yet there does not appear to any limitation on the hours of use. On behalf of the Summit Park Homeowners Association, the neighbors immediately to the north of the site, we request that the ERC reconsider the mitigation measures required and address the above concerns in order that the peace and harmony of this rural area may be maintained. Sincerely yours, KELLYIGRANT p.s_ i . / / S :.hen . 4 SCK:jo cc: Summit Park Homeowners Association J:ISUMM ITS CK L0 CR.DOC ma CIT OF RENTON "u. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 28,,1996 Sadler and Barnard &Associates Attn. Ed Barnard 31218 Pacific Hy S • Federal Way, WA SUBJECT: File LUA-96-061, Gurudwara Singh Saba Lot Line Adjustment Dear Barnard: The above referenced project has been reviewed by City staff. Please revise the drawing per the comments, (see below and attached) and submit three copies of the revised plan to the Development Services Division for review. 1) Provide legal descriptions for each individual easement to be released. Currently, there are three separate easements, with the following.recording numbers: A.F.N. 6099140 15 foot wide, A.F.N 6093903 15 foot wide easement and A.F.N 6175814 10 foot wide easement. 2) Please provide a copy of the three easement documents 3) We need to know the purpose of the easements and who will be effected by the proposed release. For the Lot Line Adjustment 1) Please add "OLD LOT LINES TO BE REMOVED"to the mylar document. 2) Add SF to existing structures 3) Add EXISTING EASEMENT TO BE REMOVED"in the appropriate places, and add NEW 20' EASEMENT" rather than "proposed". 4) Please show Talbot Road on the document If you have any questions please call me at 235-2550 Sincerely, Jenny Bartz Development Analyst cc: David Ralph . • cc:Yellow file 200 Mill Avenue South - Renton, Washington 98055 C? 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MAILING NIIMUMENERNIMiiiiiiMingiann ................rr.......................r...:::.:.:..................n.v:::::r:.•::::fiA:::}i}}:?h:.........:.......n.x:::-:x::v:w:::vv:::}}:?:v::::w:nv:H.x.vfr.}•:r:?r::}:.�:v v:..x:::t:::.:: .............................. .............................: :............ .......n............... .:.............}..:w:::::.:�:n�n.............................................v........v....r.........v.............n v:.vvv•.�..v::.vv:::{�:w;v.f r:�:.....::fv: ...... ... .................. ..................r.,..-,.,,,.,..... ...,:::-..................::::::::•:::::::::::v::::::::::::::::::::x::::::::: :•:r:::::,�:r::.�:fr::rr. n.xnr f:,.n.:...:•:: On the 2766r day of u..tr‘c- , 1996, I deposited in the mails of the United States, a sealed envelo a containing ER deatvvwtINO hM1 documents. This information was sent to: • Name Representing . r- Fx_clogi Kt v0 • Luati AlslAear- 'Deist cf ASltreyte s David U.‘rtary a." of Wt-tom.,1Rcsot.ucem Acvsc te, --r-vamPortarianr, swe. ---1au.rAe.N t 1 of -t — L uw avr tsL 1vsAtan—TV L n . 11 IMakcow► , ts11hevtes VAucklest t 1v�t0.h Tr,be� (Signature of Sender) t(. STATE OF WASHINGTON ) ) SS COUNTY OF KING ) 1' I certify that I know or have satisfactory evidence that �4 nc,jaA n - S-P P _ signed this instrument and acknowledged it to be his/her/their free and voluntary act for Qe uses and purposes mentioned in the instrument. �I , Dated: a�J /��/� c /'i,,)a}11 ?giint(4 4 Notary Pubk in and four the State o ashington . J/ �/- /L//ram (, J �e- / �o- - 9 pa •♦ �+• `tV..4. Notary(Print) n �; /., ,,> w 'g . dp�f-r �1 h' 1�My appointment expires t--r 11117rti," a q sg ( _ t .611 Rf e" 9(0 -No cu ,SP, V, LLf c I''1,�r6jAid�[rtber. GLLV Wo-1i0.. Stvt.gh —r2vNiik NOTARY.DOC 12 JUNE 1996 RECEIVED TO: MARK R. PYELL JUL5 1996 PROJECT MANAGER DEVELOPMENT PLANNING CITY OF RENTON SUBJECT: GURUDWARA SINGH SABA OF WASHINGTON TEMPLE PROJECT NO. LUA-96-061, ECF, CU, V, SP, LLA MARK, MY WIFE AND I HAVE BEEN FOLLOWING AS BEST WE CAN THE PROGRESS OF THE SUBJECT PROJECT. WE OWN THE PROPERTY IMMEDIATELY TO THE EAST OF THE PROPERTY REQUESTING DEVELOPMENT PERMISSION. OUR CONCERN IS THAT WE HAVE AN ACCESS EASEMENT TO OUR PROPERTY THROUGH WHAT IS DESCRIBED AS THE MIDDLE OF THE REQUESTED DEVELOPMENT. TO DATE NO RESOLUTION TO OUR NEW ACCESS HAS BEEN AGREED TO. I AM TROUBLED THAT THE DEVELOPMENT COULD GO FORWARD WITHOUT THIS AGREEMENT, WOULD YOU PLEASE ADVISE. THANK YOU, CIA \AA3 JACK AND SALLY MARTZ 18831 102ND AVE SE RENTON, WA 98055 PH 228-1629 NOTE: EASEMENT DESCRIPTION ATTACHED g/ o ? - - N08'4I'5K'// jc,. .. ,. . : - •, • , -•- s ~ ' . ` ! .1 � • • = a / + c } E, i 1 •• f ` The—.NORTH /•DO FEET OF r'H8 SOUTH taro.co ' f5CT OF TNG 50/4, O THE 00%m OF s rION �O _'�- - . a c l/, T.e3N,R5E, W M. /N K/NG COUNTY, HASH' t J� .. • j , _ , . . -.• /N6TON. EXCEPT THE ,NORTH 95,00 FEE7s I '. • I Diu ' '' . 1 OF rie ,voST /,077./4 f0E7 T- 1REOF„; ANC,vh 1 • GXCRPT THE ',EST 240.00 PP :T THeRGfY[ . et ti4 • y ,v6ET/1ER WITH ANO 6UdVEC7 TO ALL,' • e _ _ ` ' , _ . R/R#OT5, E .SOMaaNT.5 AND REST./CT/ON$CF 412 e ANA*ncus/rAex Alcfer.25V.57.IY RECOR CE.e'T/`/C`TE • ®H • I . !9'itvGE E4SEbENTiarig I/LED FOR RECORD TH/S- - DAY a/r ___ R•'.e Af Y 609a'9'ity , Ret Ar ,wR 0404T� qF Ar F1A4E TM� • t y c=Main i asEkENT — rme RE IASOrT ar LEONARD 5.%0R60A4, �` • AfRA4P s E.2/EB/9�ThI; ' V. Ertt29/ NT / R o. . tgv ✓. 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PI/ NCaa ,Q AWL - - - - ' • ,. •)( f , ?� ' IaIGY/N/i4Ry aLIRYc Y FAK WASHINGTON DESIGN§kfVIUL PO Box 10 Eatb iville WA 983213 (300)ts31-31 ts1 26•June 1996 • • City of Renton PlannIng/Bullding/PubliC works Department 200 Mill Avenue South- Renton WA 98055 • ATTN:Mr Mark Pywell Subject: Gurudwara Singh Saba of Washington Temple'• • LUA-96-061, ECF, SP, CU, t_IA • In reply to your letter requesting further Information dated June 19,1996; 1. The lighting system Is part of the Electrical subcontractors responsibility and is a 'bidder design' packege for this project. It is our Intention to'specify general lighting requirements desired by the client. In the panting lot, there will be low level route marking lighting similar to this fixture type: :•1 . 11111111111111 'ttltEtfllltil • • • • This fixture will be low wattage with some Motion sensor/time controls. The client does not want any area lighting In the parking lot. Exterior lighting of the structure will be indirect and retlected lighting placed In the soffits of the overhangs and walkways. This will soften any effect orr surrounding properties. • - 2. The existing congregation Is approximately three hundred families. One hundred to one hundred twenty five families regularly attend services on Sunday. Growth over the next five years is anticipated to add one hundred families to the congregation making a total membership of four hundred families. Hours of Operation; A. Main services from 10:30 AM to 1:00 PM Sundays. Size of attendance varies during this time. B. Private mearrlaye .servIces 11:00 AM to 1:30 PM Saturdays. By appointment or reservation only. C. Private services 8:00PM to 10:00 PM Friday and/or Saturday when requested. Average attendance is twenty to fifty families. D. No regularly scheduled activities Monday through Thursday. Thorp are no cunerrt plans for daycare, outreach programs, youth programs, etc. 3. There are no other operations or organizations that will make use or rent time in this facility. Reply to further concerns expressed by Mr•Stepnen(: Kelly. 1. Height. The height ( including dome ) from the West side of the proposed structure is 55' above finished grade as stated In submitted documents. Also submitted is the height from the East side being 43' above finished grade. As the proposed structure will be actually constructed 2' to 20' below existing grades, the height.of the structure would be only 37' or less above existing grades. The recessing of the building into the hillside is designed to reduce the impact of the finished height of the building. In response to the concern of the three levels versus one level, the Sikh religion does not allow any other activities to be conducted on the same level as the main worship area. 7 his requires any other activities be conducted on a lower level or separate building. ( classrooms are the only activity allowed to be on a level above the'Holy Book' )As there is not enough buildable area on this site for two separate buildings totalling twenty thousand square feet with associated parking, the proposed design Is the most cost effective way to achieve the size structure desired by the Sikh congregation. 2. Traffic. The impact of any additional traffic would be minimal during the time references stated. 3. Noise. Review of the Grading Plan indicates the structure and parking lot are recessed into the face of the existing surface. This will.provide an earthen berm 4' to 10' high between the parking lot and the residential structures TO the North. In addition, the use of shrubbery as proposed by the Landscaping and Wetlands Mitigation Plans will help reduce arty direct sound transmissions. 4. Design_ The visible Impact is minimized.by the distance from Talbot Road, recessing of the building and the use of the trees and shrubbery as proposed In the Landscaping and Wetlands Mitigation Plans. This proposal will riot have intense use during times of concern expressed by Mr Kelly. WASHINGTON UESICiN SLftvICE •PU fink it, L`atvriville WA Stgi26 . (360)832.31 tt l 25 Juno 1996 City of Renton PlenrringlOuilding/Public Works Department 200 MIII Avenue South Renton WA 98055 ATTN: Mr Mark Pywell Subject: Gurudwara Singh Saba of Washington temple LUA-98-091, ECF, SP, CU, LLA REQUEST waiver on parking requirements. Request parking spaces be Increased from 7u spaces allowed by City of Renton Parking and Loading Ordinance to 217 spaces as designed and submitted. The proposed design conforms to the Intent arid purpose of the Code in sizes of parking spaces, widths of roadways, acces of emergency vehicles and grades. The Stith religion does not use seats or pews in their main worship area, as they sit on the floor. Using this guideline, occupancy loading per Table 10-A, 1994 UBC, assembly areas, concentrated loading, the occupant load could reach 1000 people in the worship area. ( 7000sf/7sf per person) Applying a rate of five people per vehicle, a net result of 200 parking stalls are required for this many people. It Is readily apparent that any less would result in overflow parking along Talbot Road, creating a health and traffic hazard. The parking lot as proposed will fit within the available property and allow landscaping on all aides to shield It from neighboring properties. It will not adversly Impact other properties in the vicinity, This request Is being made In conjunction with an application for a grading permit and during the Conditional Use Permit phase of the project. Final engineering and design will be made upon approval of the Conditional Use Permit. Kulwant Sandhu - Gurudwara Singh Saba Temple • File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 5 - ' Because of concerns for the hillside and its potential for slides, Mr. Kelly asked that a condition be placed on the fill and grade that it be started and completed within a certain period of time. Mr. Sandhu responded that they were thinking of starting around September for the building portion. The final grade,parking lot and everything else,would be done next spring because they were also worried about the rains coming. NEIL WATTS,Plan Review Supervisor,Development Services, City of Renton, 200 Mill Avenue South, Renton, Washington 98055, stated that the fill and grade could be broken up into phases as long as they were clearly defined so that proper erosion control could be installed. This hill is a_wetlands, not wetlands like a swamp type of feature,but a series of springs that occur wherever. RICHARD DUEHNE, 441 S. 51st Court,Renton, Washington 98055, spoke in opposition to the project. He and his wife live in Summit Park directly opposite the midpoint of the proposed structure. He stated that the major portion of the structure that is over the 30 foot limitation will be a gigantic, 150 feet wide, 15 feet high massive structure presenting them out their back living space. The size could conceivably dwarf many of the commercial and industrial area projects in town. It simply is not compatible. JANICE BROWN, 521 S. 51st Court, Renton, Washington 98055, spoke in opposition to the project. She stated that she is a resident of Summit Park and also sells the Summit Park townhome condominium development. She requested that in the event this project is approved,that mature landscaping be an integral part of the approval process, not only along the north boundary, but also to soften the structure. The other request was that the structure be a color tone that would blend in more with the neighborhood. The Examiner concluded that the City generally has favored religious institutions,probably as they have certain constitutional rights which the City has limited power to modify or change. That is not to say there won't be some changes,possibly additional landscaping. Mr. Kelly was asked to present a brief to indicate where the City could possibly impose more restrictive rules on this particular church. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:20 a.m. FINDINGS, CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Kulwant Sandhu for Gurudwara Singh Saba of Washington, filed a request for approval of a conditional use permit to erect a temple and for a variance to allow a taller than permitted structure. The applicant is also seeking a special permit to fill and grade the site. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Determination of Non-Significance-Mitigated(DNS-M)-for the subject proposal. • Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 6 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 5212 Talbot Road South. The site is located on the east side of Talbot south of S. 51st Court.. 6. The site is approximately 6 acres in.area. While the site is irregularly shaped, its boundaries are rectangular. The site is approximately 331.01 feet.wide by approximately 662 feet deep in gross dimensions. There is along, relatively thin,panhandle(375 feet long by 95 feet wide)in the northeast corner of the site, and a separate single family parcel cut-out notch of approximately 90 foot wide by 200 feet which intrudes into the southwest corner of the site. 7. The site slopes upward from west to east from approximately 140 feet to 240 feet. A stream corridor runs along the north boundary of the site. A hillside wetland dominates the eastern third of the site. These areas will be preserved and a 25 foot buffer will protect the wetland from encroachment. Trees that were along the north property line,near the stream,were improperly removed. They will be replaced and additional landscaping will be planted. 8. The subject site was annexed to the City with the adoption of Ordinance 3268 enacted.in December 1978. 9. The site received its.current R-1.(single family low density)and R-14(mixed residential; 14 units per acre generally)zoning with the recent adoption of the new zoning code amendments in June 1996. 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of rural residential and planned neighborhood uses,but does not mandate such development without consideration of other policies of the Plan. The Comprehensive Plan' suggests that churches be located within residential areas, but also have good access to arterial streets. 11. Three existing buildings are currently located on the site including one building currently used as a Sikh Temple. Two of these buildings will be removed while the third,the one located near the southwest corner of the site,will be retained. 12. The new building proposed by the applicant will be approximately 22,000 square feet. The main structure will be approximately 116 feet wide(north to south)by approximately 100 feet deep. A "grand" entry and canopy and stair case will project out from the west end of the building toward Talbot approximately 49 feet. The retained structure is approximately 3,670 square feet. In addition to these two buildings the applicant proposes erecting a flag pole upon which it will fly a religious pennant. . 13. The new building which will be built into the hillside will be three stories high. As measured under the zoning regulations,the main building will be 33 feet tall with the dome topping out at 45 feet. The building when measured for gross height from the lowest ground level to the top of the dome is approximately 55 feet tall. The flag pole will be 55 feet tall. 14. The zone permits two-story residential structures while commercial structures may be one story. There is no limitation for religious structures while civic buildings may be two stories. Therefore,the applicant has requested a variance to assure that the building meets code. Kulwant Sandhu - Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 7 15. ' As noted by staff,Policy LU-50 permits non-residential structures to be larger in the Residential Planned Neighborhood. Additionally,the conditional use criteria permit"spires,bell towers,public 'utility antenna'or similar"to exceed the height limits of the zone with approval of a variance. 16. , The City has recently approved variances to allow church spires to exceed the normal limitations of their respective zones. 17. - The applicant applied for-and.received approval-from the Administrator to provide parking in-excess of that otherwise permitted. Code requires 70-stalls for the floor area and seating capacity of the proposed structure, but since bench or chair seating sets this allotment,those numbers are not applicable for the proposed religious use. The applicant has received approval to provide 217 stalls. Parking will be located predominantly along the east(rear)side of th'e structure but there will be parking located around others sides also. The parking proposed along the south will have to be moved back to provide the appropriate setbacks of 15 feet. - 18. .The building setbacks on the north and south are each approximately 100 feet. The setback from Talbot is also at least 100 feet,while the rear setback is well over 500 feet. As noted,.the.applicant did propose • parking within eight(8)feet of the south property line but a minimum setback of 15.feet is required. 19. The applicant proposes installing a landscape area approximately,65.feet in depth along the north -.._:property line, including the landscaping and stream corridor buffer. 20. . .Due to the topography of the site,the applicant has also requested a permit to fill and grade the site. Some suitable foundation fill materials amounting to approximately 2,100 cubic yards of material will ,be retained on the site. To create the level building pad and set the building into the hillside,the , applicant will be excavating and exporting approximately 19,700 cubic yards of materials. 21. Staff estimates that approximately 985 truck trips will be necessary to accomplish this work. 22. There is a request for a Lot line Adjustment under separate review that would consolidate 3 lots into 1 lot., 23. The applicant has agreed to modify what originally appeared to be a stark white color. The applicant agreed to use an off-white treatment to cut down the glare and contrast with the surrounding viewscape. 24. Subsequent to the close of the Public Hearing the applicant offered to reduce the height of the building by approximately two(2)feet. 25. An easement runs through the site from the east to provide for utilities and access to the adjacent eastern parcel. Staff noted that this runs through the center of the wetlands and recommended that it be relocated. CONCLUSIONS: ( . Conditional Use Permit 1. The applicant for a Conditional,Use Permit must demonstrate that the use is in the public interest,will not impair the health, safety or welfare of the general public and is in compliance with the criteria found in Section 4-31-36(C)which provides in part that: Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 8 7 ' a. The proposal generally conforms with the Comprehensive Plan; b. There is a general community need for the proposed use at the proposed location; c. There will be no undue impacts on adjacent property; d. The proposed use is compatible in scale with the adjacentresidential uses, if any; e. Parking, unless otherwise permitted,will not occur in the required yards; f. " Traffic and pedestrian circulation will be safe and adequate for the proposed project; g. .Noise, light and glare will not cause an adverse affect on neighboring property; h. Landscaping shall be sufficient to buffer the use from rights-of-way and neighboring property where appropriate; and i. Adequate public services are available to serve the proposal. The requested conditional use appears justified and should be approved 2. The proposed use is compatible with the Comprehensive Plan. The Comprehensive Plan recognizes that religious houses of worship are intimately associated with residential neighborhoods; so while the plan designates this area for a variety of residential purposes,the associated religious institutions are permissible. 3. This office generally avoids making determinations about community need when reviewing religious institutions. It is probably an inappropriate criteria given the variety of religious denominations that exist. While other criteria may determine if the use is appropriate or intrusive,this one seems inappropriate for governmental review. 4. The proposed expansion does not appear to have any unreasonable impacts on adjacent properties. Clearly, it will be larger than what has been located on the subject site. But given the generous separation between the building and its various property lines,there should be little crowding or shadowing impacts even with the additional height proposed by the applicant(see variance discussion below). With the exception of the improper tree removal that occurred recently,the applicant has apparently been a good neighbor and has not had any untoward impacts on the community. There will clearly be some impacts during construction but those should be short-lived and are the normal consequence of a growing community. With the additional parking proposed by the applicant,no long term impacts from,the new development appear evident. 5. It is unfortunate that the trees along the north property line were improperly removed as they would have created a mature vegetative screen between the proposed use and the residential complex to the north. It will now take time'for any screen to effectively buffer the sites from one another. In any event,the large separation and the architectural details of the proposed building should reduce the apparent bulk. The applicant's willingness to alter the color tone of the building should also help soften its impacts. 6. The policies indicate that larger non-residential structures are permitted and the structure is only one story taller than the adjacent multiple family complex to its north. Like that project,this one will be set Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 9 somewhat into the hillside.. The modulation offered on the third story will also reduce its apparent bulk. 7. Again,the generous setbacks also soften any possible visual impacts of the structure on the community. The separation should also limit any shadow impacts even during the winter months. 8.• The additional parking that has been approved should limit off-site parking and circulation bythose attempting to park. Talbot Road provides the needed arterial access. 9. The proposed wetlands'preservation plan and landscaping plan appear more than appropriate for this site. Again,the loss of trees should be rectified as soon as possible both to stabilize the soils and to recreate the screening. Variance 10. Variances may be granted when the property generally satisfies all the conditions described,in part below: a. The applicant-suffers undue hardship caused by special circumstances such as: the size, shape, topography, or location where code enforcement would deprive the owner-of rights and privileges enjoyed by others similarly situated; b. The granting of the variance would not materially harm-either the public welfare or other property, in the vicinity; c. The approval will not constitute a special privilege inconsistent with the limitations on other property in the vicinity; and d. The variance is the minimum variance necessary to allow reasonable development of the subject site. The applicant's property appears ripe for the variance requested. 11. The conditional use criteria invite variances for church uses which might have spires or belltowers. Section 4-31-36C(3)(c)provides: Height: Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located. Spires, belltowers,public utility antennas or similar structures may exceed the height requirement upon approval of a variance. The code's height restriction is generic whereas the conditional use criteria permits churches and by extension churches with spires, steeples and belltowers. The imposition of the height limitation would deprive the applicant of the right to develop a temple on the subject site. While that section appears aimed at western religious architectural adornment, it should not be read that narrowly. While the additional floor adds to the bulk of the building, it does not appear untoward. Other than the size or possible appearance of the structure, it does not really create any harm. For what it is worth, view corridors,while contested, are not necessarily protected. • Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 10 12. In addition,the site suffers significant topographical constraints. The northern edge of the site is dominated by a•stream corridor while the eastern third of the site contains wetlands. Both of the environmental features will be preserved thereby limiting the actual portions of the site which can be developed. In order to function,this religious institution needs to provide a certain amount of space and their eating/kitchen facilities must be kept separate from their sanctuary. 13. As noted in the above discussion,the additional floor will not materially harm either the general public or other property inthe.vicinity.-The setbacks,_and eventually the landscaping, should screen the properties from'one another. 14.. ;.As noted,within the recent past the City has approved variances.to.allow.churches.to have taller spires. Coupled with the topographic constraints found on the site,the approval will not create an undue precedent or the grant of a special privilege. 15. Clearly,the applicant's subsequent willingness to reduce the height demonstrates that the variance request should be scaled down to the minimum necessary for relief. Therefore,the variance will permit a building no taller than 53 feet. If the applicant can reasonably set the building deeper into the slope to further reduce the apparent height of the building that should be done. Special Permit: Fill,Excavate and Grade 16. The proposed Special Permit appears reasonable. The site is extremely sloped. In order to provide a reasonable building pad and sufficient parking areas, excavation, some fill and redistribution of materials on site will be necessary. 17. The Talbot Road arterial can handle the truck traffic generated by this proposed operation. SR-167 is nearby if materials are to be transported any distance from the site. 18. Since development is proposed for the site,the screening and landscaping requirements will be met by the proposed development of the site. 19. The applicant shall be required to implement the standard erosion control measures to protect the stream corridor and wetlands as well as implement the conditions of its wetlands plan and geotechnical report. DECISION: The Conditional Use Permit and Variance and Special Permit are approved subject to the following condition: 1. The applicant shall comply with the conditions'imposed by the ERC. 2. The applicant shall provide a minimum 15 foot setback from the south property line which shall be landscaped. 3. The site shall not be used for the storage of vehicles which are not associated with the principle permitted use. Kulwant Sandhu Gurudwara Singh Saba Temple File No.: LUA-96-061,CU,V,SP,LLA August 27, 1996 Page 11 4. .. The applicant shall comply with the geotechnical report and shall meet all standards regarding erosion control and wetlands reservation. 5. The applicant shall plant larger,more mature specimen trees to replace those removed improperly subject to review and approval of Development Services. 6. The variance shall permit a building with an absolute height no taller than 53 feet. If the applicant can reasonably set the building deeper into the slope or at a lower base elevation to further reduce the apparent height of the building that should be done. 7. The applicant shall maintain the building in off-white tones subject to approval of Development Services. 8. The applicant shall relocate the easement that runs through the wetland. ORDERED THIS 27th day of August, 1996. • FRED J.KA AN HEARING E MINER TRANSMITTED THIS 27th day of August, 1996 to the parties of record: Mark Pywell Kulwant Sandhu Steve Kelly 200 Mill Avenue S 2008 Lincoln Circle SE 1000 2nd Ave.,#3750 Renton, WA 98055 Renton, WA 98055 Seattle, WA 98104 Neil Watts Richard Duehne Janice Brown • 200 Mill Avenue S 441 S. 51st Court 521 S. 51st Court Renton, WA.98055 Renton, WA 98055 Renton, WA 98055 Michael Thompson 'Jack Martz Thomas McKee 529 S. 51st Court 18831 102nd Avenue SE 455 S. 51st Court Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Mo Hugi Dick Ralston P.O. Box 66405 c/o Highlands Community Church Seattle, WA 9816.6 3031 NE 10th Renton,WA 98056 ' TRANSMITTED THIS 27th day of August, 1996 to the following: Mayor Jesse Tanner Gregg Zimmerman, Plan/Bldg/PW Administrator Members, Renton Planning Commission Jim Hanson, Development Services Director • Art Larson, Fire Marshal Mike Kattermann, Technical Services Director t10.," " , CITY -JF RENTON _ Planning/Building/Public Works Department Jesse Tanner,Mayor - Gregg Zimmerman P.E.,Administrator June 25, 1996 . Washington State _ Department of Ecology Environmental Review Section PO Box 47703 . Olympia, WA 98504-7703. . SUBJECT: Environmental Determinations . • . . . Transmitted herewith is a copy of the Environmental Determination and Environmental Checklist for the following project reviewed by the Environmental Review Committee on June:25,, 1996: .•. - .. DETERMINATION OF NON-SIGNIFICANCE-MITIGATED - • GURUDWARA SINGH SABA-OF.WA TEMPLE - . • - • LUA-96-061,ECF,CU,V,SP,LLA • The applicant seeks to obtain environmental review(ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft..temple on approximately a six acre site. The applicant also seeks a height variance (V). in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill. • • and grade (2,100 cubic yards of fill and the exportation of_19,700 cubic yards of material) prior to the .. issuarice.of building permits has been requested. The applicant also requests a lot line adjustment (LLA) - to consolidate three existing lots into a single lot. Location: 5212 Talbot Road So.. . . The 15 day comment period and the 14 day appeal period for this project will run,concurrently. The comment/appeal period will'end at 5:00.PM on July 16, 1996. Following the end of the comment/appeal period, the City will finalize its Determination unless comments received require a reevaluation. Appeal procedures and the mitigation measures . imposed by the City of Renton's Environmental Review Committee are available at the Development Services.Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. A.Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the second floor of City Hall, Renton, Washington, on July 30, 1996 at 9:00 AM to consider the Conditional Use Permit and Variance. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. • If you have questions, please call me at (206) 277-5586. For the Environmental Review Committee, • 07,7, Mark R. P ell, AICP Project Manager •. cc: King County Water Pollution Control Division, Metro Department of Wildlife Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation , Sue Rumery, City of Seattle Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Rita Perstac, Puget Power AGNCYLTR.DCC 200 Mill Avenue South - Renton, Washington 98055 .r _ CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-96-061, ECF, CU, V, SP, LLA APPLICANT: Kulwant Sandhu PROJECT NAME: Gurudwara Singh Saba of Washington Temple DESCRIPTION OF PROPOSAL: The applicant seeks to obtain environmental review (ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. LOCATION OF PROPOSAL: 5212 Talbot Road South LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. The 15 day comment period and the 14 day appeal period for this project will run concurrently. The comment/appeal periods for this project will end at 5:00 p.m. on July 16, 1996. Appeal procedures and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the second floor of City Hall, Renton, Washington, on July 30, 1996 at 9:00 AM to consider the Conditional Use Permit and Variance. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. PUBLICATION DATE: July 1, 1996 DATE OF DECISION: June 25, 1996 SIGNATURES: lam,`'„e 26 25 7� regg Zit' ,'erm dminlstr or DAT Departm-''t of anning/Building/Public Works am Chas ain, Administrator DATE Community Service Departme t /1;_a ,- ._.,v-f'- . Lee peelyy/Z_ hief DATE Re ton Fire Department DNSMSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES Project Name Gurudwara Singh Saba of Washington Temple Applicant Kulwant Sandhu File Number LUA-96-061,ECF, CU,V, SP,LLA Project Description The applicant seeks to-obtain environmental review (ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit(SP) in order to complete the fill and grade (2)100 cubic yards of fill and the exportation of 19,700 cubic yards of material) pnor to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. Project Location 5212 Talbot Road South MITIGATION MEASURES: 1. The applicant shall stake the existing wetlands that are to be retained with one color stake and the buffer area with a second color stake to ensure that the land clearing activities do not impact the existing wetlands. The stakes shall be of a size sufficient so that they are easily visible to the operators of the heavy equipment. The placement of the stakes shall be confirmed by City staff with the applicant's wetland biologist prior to any land clearing or grading of the project site. 2. The recommendations contained within the Geotechnic Evaluation shall be considered mitigation measures unless a modification of the recommendation is obtained in writing from the Development Services Division of the City of Renton or by a condition of approval established by the Hearing Examiner. 3. The wetland mitigation/restoration methodology and recommendations contained in the Wetland Delineation and Mitigation Report shall be considered as required mitigation unless a modification is obtained in writing from the Development Services Division. 4. The applicant shall hydro-seed or otherwise plant an appropriate groundcover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. This work shall be completed to the satisfaction of the Development Services Division. 5. The applicant shall submit to the City of Renton a fire mitigation fee of$0.52 per square foot of building area($0.52 x 22,000 sf=$11,440.00). This fee shall be submitted prior to or at the time that building permits are issued. 6. The applicant shall submit a Transportation Mitigation Fee of$75.00 per new trip generated prior to or at the time that building permits are issued. The Transportation Mitigation Fee is estimated at $15,378.00 (25,670 sf-3670 sf/1000 x 9.32=205.04)(205.04 x$75.00=$15,378.00). This mitigation fee shall be paid prior to or at the time that building permits are issued. MITMEAS.DOC/ DET0NPAINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES • Project Name Gurudwara Singh Saba of Washington Temple Applicant Kulwant Sandhu File Number LUA-96-061,ECF, CU,V, SP,LLA Project Description The applicant seeks to obtain environmental review(ECF) and a conditional use (CU)permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V)in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade.(2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material)prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA) to consolidate three existing lots into a single lot. Project Location 5212 Talbot Road South Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. General Issues 1. Garbage and recyclable.deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. The applicant is required to obtain a Grading License after the approval of the Special Permit for Fill and Grade and prior to starting any grading or clearing of the subject property. Police Department 1. Based on the size of the building it is estimated that the proposed development will generate 11.38 calls for service annually. 2. Other construction sites in this area have reported thefts of building materials and tools, vandalism, and there was one report of a gun being discharged into a construction trailer. It is recommended that building materials and tools be secured during hours of darkness and week-ends. Security lighting and fencing to keep trespassers off the property and an alarm in the construction office should be installed. 3. Applicant should consider the use of a private security patrol or on-site guard service during the construction phase of the project. 4. To aid police in the recovery of stolen property, the applicant should record the serial number and model of all construction equipment. 5. Solid-core exterior doors will be needed in the proposed building and an monitored alarm system should be considered for the building. Fire Prevention Bureau 1. The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants are required. One hydrant is required within 150-feet of the structure and one hydrant is required within 300-feet of the structure. Gurudwara singh Saba of Washington Temple LUA-96-061,ECF,CU,V,SP,LLA Advisory Notes(Continued) Page 2 2. City Ordinance requires the building to be fully sprinklered. Separate plans and permits are required from the Fire Department. 3. A voice evacuation fire alarm is required. Separate plans and permits are required from the Fire Department. 4. A kitchen hood system may be required. Additional information is required in order to make a determination. Construction Services 1. All rockeries over four-feet high will need to be designed and inspected by a soils engineer with a letter submitted to the Building Official when they are approved. 2. A soils engineer will need to approve all footing excavations prior to placement of any concrete. 3. Retaining walls to be designed and inspected by a soils engineer with a letter to the Building Official upon completion. 4. The Soils Engineer will need to approve fill material beneath the slabs prior to the placement of concrete. 5. The temple and 4-plex will require demolition permits from the city and asbestos abatement permits from PSAPCA in Seattle. 6. The roof drains will require plumbing permits. 7. The kitchen will need to be approved by Seattle/King County Health Department prior to submittal of plans for permit to the City of Renton. Sewer Utility: 1. This site is not located in the Aquifer Protection Zone. 2. There is an existing 8" sanitary sewer main in Talbot Road South. 3. If the existing sidesewer to the existing building is a 6"sidesewer,then the portion of it to the building that is being demolished shall be cut and capped prior to the demolition of the structure. If this 6" sidesewer is in acceptable condition it may be used to connect to the new building. It must meet both criteria,that is 6"in diameter and in acceptable condition. If it does not meet BOTH of the above criteria then a new sidesewer will be required. 4. If a full kitchen or cafeteria is included in the project,then a grease interceptor or grease trap with bioagents are required. 5. The existing sanitary sewer line is owned and operated by the City of Renton. All plan review and permits will be completed by the City of Renton. As per the agreement between Soos Creek and the City of Renton for the acquisition of the sanitary sewer lines downstream of your development,the City will collect Soos Creek General Facilities Charge per Soos Creek requirements,which is by square footage of property being developed, and pass said fees on to Soos Creek. Because of this,we will not be collecting the City of Renton Special Utility Connection Charge for Wastewater. Water Utility: 1. This site located in the 350 Pressure Zone. The site is not located in the Aquifer Protection Zone. 2. The Sikh Temple project shall install a new 12"watermain across the full frontage of the property being developed(350 Zone). Gurudwara singh Saba of Wash1,1 Lun Temple LUA-96-061,ECF,CU,V,SP,LLA Advisory Notes(Continued) Page 3 3. Fire hydrants are required to be installed along with the watermain in Talbot Road South. The maximum spacing of fire hydrants is 400 feet. 4. Depending on fire flow requirements a looped water main may be required around the new structure. This is required for Fireflows greater than 2500 GPM. 5. Depending on fire flow requirements, additional hydrants may be required. A primary hydrant shall be located within 150 feet of the new structure and the secondary hydrant(s)located within 300 feet. 6. Backflow prevention devices will be required for the irrigation system and the fire protection system. 7. Water SDS fees of$0.113 per square foot for the entire site (but not less than$850)will be required for this project if they have not been previously paid. Drainage: 1. The drainage system shall be designed in accordance with the 1990 KCSWDM. 2. The conceptual drainage plan is approved. 3. The Surface Water SDS fees of$0.129 per square foot of new impervious area(but not less than $385) applies to the proposed project. Street Improvements: 1. Curb,gutters and sidewalks are required to be installed in Talbot Road South. 2. Street lighting on Talbot Road South shall conform to City of Renton standards. General Plan Review Comments: 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5%of the first$100,000 of the estimated construction costs; 4%of anything over$100,000 but less than$200,000, and 3%of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the City of Renton Drafting Standards. • .`r �` 'r :-.54"r s�}: f , 'Ctan..�,..t ip' • .40 3rtr �h' v4 117 r.. •rl ENVIRONMENTAL DETERMINATION • POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: GURUDWARA SINGH SABA OF WA TEMPLE PROJECT NUMBER: LUA-96-061,ECF,CU,V,SP,LLA The applicant seeks to obtain environmental review(ECF)and a conditional use(CU) permit to construct a 22,000 sq.ft.temple on approximately a six acre site. The applicant also seeks a height.variance(V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment(LLA) to consolidate three existing lots into a single lot. Location: 5212 Talbot Road So. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. APPEALS OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM, XXX YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON JULY 16, 1996 OR APPEAL THIS DETERMINATION BY 5:00 PM, JULY 16, 1996. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON, ON JULY 30, 1996 AT 9:00 AM TO CONSIDER THE CONDITIONAL USE PERMIT AND VARIANCE. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. • SITE /1/,o/fr " y"':ii ❑ 0 � f cPN 'I 11\ FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION r<:: :::::;;.._::: P:lease:::i `c -:::e ing:, if: - e ide ti c.: ti.>:::..:::>;;::.;;::<:;:<::>...:..;. ,,;;:.;....:, :.,;;.: .:..,..,, n.,,ludethe nro�ect;NUMBER::when caliin :;for:: ro. er:file::<identiflcatlon�:>:>::::>:> NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The .Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. GURUDWARA SINGH SABA OF WA TEMPLE LUA-96-061,ECF,CU,V,SP,LLA The applicant seeks to obtain environmental review (ECF) and a conditional use (CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment (LLA)to consolidate three existing lots into a single lot. Location: 5212 Talbot Road So. The 15 day comment/14 day appeal periods for this project will run concurrently and end at 5:00 p.m. on July 16, 1996. Appeal procedures and.the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the second floor of City Hall, Renton, Washington, on July 30, 1996 at 9:00 AM to consider the Conditional Use Permit and Variance. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Publication Date: July 1, 1996 Account No. 51067 dnsmpub.dot , :, Ti. 4t :'.t t i. s • ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: GURUDWARA SINGH SABA OF WA TEMPLE PROJECT NUMBER: LUA-96-061,ECF,CU,V,SP,LLA The applicant seeks to obtain environmental review(ECF)and a conditional use(CU)permit to construct a 22,000 sq.ft.temple on approximately a six acre site. The applicant also seeks a height variance(V)- in order to allow a 50 foot fall building and flagpole. A special permit(SP)in order to complete the fill and grade(2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material)prior to the • issuance of building permits has been requested.The applicant also requests a lot line adjustment(LLA) to consolidate three existing lots into a single lot.Location:5212 Talbot Road So. . THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ' ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. l j APPEALS OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM, . 5 IXXX I YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON JULY 16,1996 OR AP PEAL THIS DETERMINATION BY 5:00 PM,JULY 16,1996. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. . A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL,RENTON, . WASHINGTON,ON JULY 30,1996 AT 9:00 AM TO CONSIDER THE CONDITIONAL USE PERMIT AND VARIANCE. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL , WILL BE HEARD AS PART OF THIS PUBLIC HEARING. r I byl ---(_. IL.I _ r ! -i. I it II i 3 err Al.?r t o ,f i IL. _ _ — � � ; : ,1. -t _ FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT 1 1 SERVICES DIVISION AT 235-2550. 1 DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ..Please,include the project NUMBER when calling for proper ffleadentifidation. • ' ' CERTIFICATION I, Sa,n4 JaLLS(m , hereby certify that 3 copies of the above document were posted b me in, ,3 conspicuous places on or nearby the described property on JLU 1 e 22, lga6 •• • Signed: S:UlaUC, STATE OF WASHINGTON ) SS COUNTY OF KING ) • I certify that I know or have satisfactory evidence that i4'XJ D)/ J cKcor "y signed this instrument and acknowledged it to be his/her/their free and voluntary act' 4t e•use ... '•. `v,sil8n and purposes mentioned in the instrument. = • ti y Dated: / (� / r 410 // `,• �-"' v e Notary , blic in a6'•r the State of Washit? ri••.......`. Nota ' Print) 1/4 i) ' fri .72 t-t My appointment expires: 2/ /q4 NOTARY.DOC , ato- CITY F RENTON rAt. NJLr Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 25, 1996 • • Mr. Kulwant Sandhu 1008 Lincoln Circle SE • • Renton, WA 98055 . ,• ,• • SUBJECT: Gurudwara Singh Saba of Washington Temple . . . - Project No. LUA-96-062,ECF,CU,V,SP,LLA" . • Dear Mr. Sandhu: • . This letter is written on behalf of the Environmental Review Committee and is to inform you that they have completed - their review of the environmental,impacts,of the above-referenced project. ;The Committee, on June 25, 1996, decided that your project may be.issued a threshold.Determination of Non-Significance-Mitigated with the following conditions: - See enclosed Mitigation Measures document. ' • Because the Environmental Review Committee imposed specific mitigation measures rather than,issue a.Determination of Significance, there is a'required 15 day comment period during which comments are solicited from various agencies, jurisdictions or individuals (including the applicant) who.may have an interest'in the Committee's decision. The required 14 day appeal period will run,concurrently with the comment'period. The comment/appeal period will end at 5:00PM.on " July 16, 1996. Following the end of the comment and -appeal period, the City will finalize.its Determination, unless • comments received require a re-evaluation. - - -• • WAC 197-11-660 states that the responsibility for implementation measures may be imposed upon an applicant only to the extent attributable to the identified adverse impacts of the imposed action. Since an environmental impact statement has not been prepared for this project,;any mitigation measure established by the ERC not directly 'attributable to an identified adverse impact is deemed to be voluntarily accepted by the applicant. , ' Staff urges.you to contact the various City representatives, as appropriate, (e.g., the Public Works Division) as soon as possible, to obtain more information concerning specific mitigation elements recommended for this project, if you have specific questions. This information will assist you in planning for implementation of your project and will enable you to exercise your appeal rights more fully, if you choose to do so: • . - Appeal procedures and mitigation measures imposed by the City of Renton's Environmental Review"Committee are available at the Development Services Division, Third.Floor, Municipal Building, Renton, Washington 98055.' Phone: - 235-2550. • You should be prepared to make specific factual objections. A Public Hearing will be held by the Renton Hearing,Examiner at his regular meeting in the Council Chambers on the second floor of City Hall, Renton, Washington, on July 30, 1996 at 9:00 AM to consider the Conditional Use •Permit and Variance. ' If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. If you have any questions or desire clarification of the above, please call me at (206),277-5586. For the Environmental Review Committee, ' • ' ' • • 07,./rk • Mark R. Pywe ICP Project Manager cc: . Gurudwara Singh Saba of WA/Owners; • Parties of Record: Mr. Michael Thompson; Mr. Jack Martz; Mr. & Mrs. Dick Duehne; Mr. Thomas McKee; Mr. Stephen Kelly, Mr. Mo Hugi DNSMLTR.DOC 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,25%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES Project Name Gurudwara Singh Saba of Washington Temple • • Applicant Kulwant Sandhu • • • File Number LUA-96-061,ECF, CU,V, SP,-LLA Project Description The applicant seeks to obtain environmental review (ECF) and a conditional use(• CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. • The applicant also seeks a height,variance-(V.) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic.yards of,material) , - prior to.the issuance=of building permits has been requested. The applicant_also:- • - - ' requests a lot line adjustment (LLA) to consolidate three existing lots into a single • lot. _ • . _ ; . Project Location 5212 Talbot Road South • • • MITIGATION MEASURES: .. • . 1. Tlie applicant shall stake the existing wetlands that are to be retained with one color stake and the buffer area with a second color stake to ensure that the land clearing activities do not impact the • . existing wetlands. The stakes shall be of a size sufficient so that they are easily visible to the operators - of the heavy equipment. The placement of the stakes shall be confirmed by City staff with the applicant's wetland biologist prior to any land clearing or grading of the project site. • 2. The recommendations contained within the Geotechnic Evaluation shall be considered mitigation • measures unless'a modification of the recommendation is obtained in writing from the Development Services Division of the City of Renton or by a condition of approval established by the•Hearing - .Examiner. 3. 'The wetland mitigation/restoration methodology and recommendations contained in the Wetland Delineation and Mitigation•Report shall be considered as required mitigation unless a.modification is obtained in writing from the Development Services Division. 4. The applicant shall or otherwise plant an appropriate groundcover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. This work shall be completed to the satisfaction of the Development Services Division. 5. The applicant shall submit to the City of Renton a fire mitigation fee of$0.52 per square foot of building area($0.52 x 22,000 sf=$11,440.00). This fee shall be submitted prior to or at the time that building permits-are issued. • 6. The applicant shall submit a Transportation Mitigation Fee of$75.00 per new trip generated prior.to or at the time that building permits are issued. The Transportation Mitigation Fee is estimated at $15,378.00 (25,670 sf-3670 sf/1000 x 9.32=205.04)(205.04 x$75.00=$15,378.00). This mitigation fee shall be paid prior to or at the time that building permits are issued. • MITMEAS.DOC/ ter DETER,.1.NATION OF NON-SIGNIFIC,-;. CE (MITIGATED) ADVISORY NOTES - Project Name Gurudwara Singh Saba of Washington Temple • • • Applicant Kulwant Sandhu • File Number LUA-96-061, ECF, CU,V, SP,LLA Project Description = The applicant seeks to obtain environmental review(ECF)and a conditional . use (CU)permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance(V) in order to allow a 50 foot,tall building and,flagpole: _ A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material)prior to the issuance of building permits has • • . been requested. The applicant also requests a lot line adjustment(LLA) to . . consolidate three existing lots into a single lot._ :• - Project Location . ; • 5212 Talbot Road South _ ' Advisory Notes to Applicant:: The following notes are supplemental information provided in conjunction withthe environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. : " . . ' General Issues • .• • 1. .Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to ' hauling trucks. 2.. The applicant is required to obtain a Grading License after the approval of the Special Permit for Fill • and Grade and prior to starting any grading or clearing of the subject property.. - Police Department ' 1'. Based on the size of the building it is estimated that the proposed development will generate 11.38 calls V •" for service annually, 2. Other construction sites in-this area have reported thefts of building materials and tools,vandalism,and V" there was one report of a"gun being discharged into a construction trailer. It is recommended that building materials and tools be secured during hours of darkness and week-ends. Security lighting and fencing to keep trespassers off the property and Van alarm in the construction office should be installed. 3. Applicant should consider the use of a private security patrol or on-site guard service during the construction phase of the project. 4. To aid police in the recovery of stolen property, the applicant should record the serial number and model of all construction equipment. • 5. Solid-core exterior doors will be needed in the proposed building and an monitored alarm system should be considered for the building." Fire Prevention Bureau 1. The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants are required. One hydrant is required within 150-feet of the structure and one hydrant is required within 300-feet of the structure. Gurudwara singh Saba of Wasmngton Temple LUA-96-061,ECF,CU,V,SP,LLA Advisory Notes(Continued) Page 2 2. City Ordinance requires the building to be fully sprinklered. Separate plans and permits are required - from the Fire Department, 3. A voice evacuation fire alarm is required. Separate plans and permits are required from the Fire Department. - 4. A kitchen hood system may be required. .Additional information is required .in order to make a • determination. . • Construction Services 1. All':rockeries over four-feet high will need to be designed and inspected by a soils engineer with.a letter submitted to the Building Official when they are approved. 2. A soils engineer will need to approve all footing excavations prior to placement of any concrete.:. ' 3: _Retaining•walls to be designed and inspected by a soils engineer with a letter to the Building Offcial upon completion. 4. .The Soils Engineer-:will need to, approve fill material beneath"-the slabs prior to the placement of concrete: . 5: The.temple and 4-plex will require demolition permits from the city and:asbestos abatement permits from PSAPCA in Seattle. 6. The roof drains will require plumbing permits. - - 7,: The kitchen will need to"be approved by Seattle/King County Health Department prior to submittal of plans'for permit to the City of Renton. : - • • Sewer Utility: - - 1 This site is-not located in the Aquifer Protection Zone. 2. There is an existing 8"sanitary sewer main in Talbot Road South: • 3. "If the existing sidesewer to the existing building is a 6"sidesewer,then the portion of it to the building that is being demolished shall be cut and capped prior to the demolition of the structure. If this 6" - sidesewer is in acceptable'condition it maybe used to connect to the new building. It must meet both • 'criteria,that is 6"in diameter and in acceptable condition. If it does not meet BOTH-of the above 'criteria then a new sidesewer will be required. _ . 4. If a full kitchen or cafeteria is included in the project,then a grease interceptor or grease trap with ; bioagents are required: ' 5.- The existing sanitary sewer line is owned and operated by the City of Renton. All plan review and .. permits will be completed by the City of Renton. As per the agreement between Soos Creek and the City.of Renton for.the acquisition of the sanitary sewer lines downstream of your development,the City • will collect Soos Creek General Facilities Charge per Soos'Creek requirements,which is by square footage'of property being developed, and pass said fees on to Soos Creek. Because of this,we will not be collecting the City of Renton Special Utility Connection Charge for Wastewater. Water Utility: • 1. This site located in the 350 Pressure Zone. The site is not located in the Aquifer Protection Zone. 2. The Sikh Temple project shall install a new 12"watermain across the full frontage of the property being developed(350 Zone). • Gurudwara singh Saba of WasiLigion Temple x- LUA-96-061,E CF,CU,V,SP,LLA Advisory Notes(Continued) Page 3 • • • . 3. Fire hydrants are required to be installed along with the watermain in Talbot Road South. The • maximum spacing of fire hydrants is 400 feet: 4.. Depending on fire flow-requirements a looped water main may be required around.the new structure:, • This is required for Fireflows greater than 2500 GPM. • 5: Depending on fire flow requirements, additional hydrants may be required. A primary hydrant shall be - • • located within 150 feet of the new structure and the secondary hydrant(s)located within 300 feet. . • 6. Backflow prevention devices will be required for the irrigation system and the fire protection system . • 7. Water SDS fees of$0.113 per square foot for the entire site(but not less than$850)will be required - for this project if they have not been previously paid. Drainage: 1. .The•drainage system shall be designedin accordance.with the 1990 KCSWDM. : - • 2: The conceptual drainage plan is approved. . - 3. . The SurfaceWater.SDS;feesof$0.129ls square foot of new impervious area • • perq p (but not less than . �� • $385)applies to.the proposed project. Street Improvements - • 1. Curti,gutters and sidewalks are'required to be installed in Talbot Road South. - 2. Street lighting on Talbot Road South shall conform to City of Renton standards: . • General Plan Review Comments: . • - 1: All required utility,drainage and street improvements will require separate plan submittals prepared • according to City of Renton drafting standards by a licensed Civil Engineer: . '3 2. - Permit application must include an itemized cost estimate for these improvements.The fee for review - and inspection of these improvements is 5%of the first$100,000 of the estimated construction costs; 4%of anything over$100,000 but less than$200,000;and 3%of anything over$200,000. Half of the • . fee must be paid upon application for building and construction perniits,•and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the City • of Renton Drafting Standards. STAFF City of Renton Department of Planning/Building/Public Works REPORT ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE June 25, 1996 Project Name Gurudwara Singh Saba of Washington Temple Applicant Kulwant Sandhu File Number LUA-96-061, ECF, CU,V, Project Manager Mark R. Pywell SP, LLA Project Description The applicant seeks to obtain environmental review(ECF) and a conditional use(CU) permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height variance (V) in order to allow a 50 foot tall building and flagpole. A special permit (SP) in order to complete the fill and grade (2,100 cubic yards of fill and the exportation of 19,700 cubic yards of material) prior to the issuance of building permits has been requested. The applicant also requests a lot line adjustment(LLA)to consolidate three existing lots into a single lot. Project Location 5212 Talbot Road South Exist. Bldg. Area gsf Approx. 5,000 sf Proposed New Bldg. Area gsf 22,000 sf Site Area 6.17 acres Total Building Area gsf 24,550 RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance--Mitigated. • rri TO THE VALLEY MEDICAL HOSPITAL I I A 0 u - ; North Project Location Map ERCRPT.DOC City of Renton PB/PW Department Env .;-rental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, V,SP,ECF REPORT AND DECISION OFJUNE 25,1996 Page 2 of 9 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 15 day Comment Period with Concurrent 14 da Al s eal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall stake the existing wetlands that are to be retained with one color stake and the buffer area with a second color stake to ensure that the land clearing activities do not impact the existing wetlands. The stakes shall be of a size sufficient so that they are easily visible to the operators of the heavy equipment. The placement of the stakes shall be confirmed by City staff with the applicant's wetland biologist prior to any land clearing or grading of the project site. 2. The recommendations contained within the Geotechnic Evaluation shall be considered mitigation measures unless a modification of the recommendation is obtained in writing from the Development Services Division of the City of Renton or by a condition of approval established by the Hearing Examiner. - 3. The wetland mitigation/restoration methodology and recommendations contained in the Wetland Delineation and Mitigation Report shall be considered as required mitigation unless a modification is obtained in writing from the Development Services Division. 4. The applicant shall hydro-seed or otherwise plant an appropriate groundcover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. This work shall be completed to the satisfaction of the Development Services Division. 5. The applicant shall submit to the City of Renton a fire mitigation fee of$0.52 per square foot of building area ($0.52 x 22,000 sf=$11,440.00). This fee shall be submitted prior to or at the time that building permits are issued. 6. The applicant shall submit a Transportation Mitigation Fee of$75.00 per new trip generated prior to or at the time that building permits are issued. The Transportation Mitigation Fee is estimated at$15,378.00 (25,670 sf-3670 sf/1000 x 9.32=205.04)(205.04 x$75.00(=$15,378.00). This mitigation fee shall be paid prior to or at the time that building permits are issued. ERCRPT.DOC City of Renton PB/PWDepartment . Env ,. ;rental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINU UN TEMPLE LUA-96-061, CU, V,SP,ECF REPORT AND DECISION OFJUNE 25,1996 Page 3 of 9 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. General Issues 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. The applicant is required to obtain a Grading License after the approval of the Special Permit for Fill and Grade and prior to starting any grading or clearing of the subject property. Police Department 1. Based on the size of the building it is estimated that the proposed development will generate 11.38 calls for service annually. 2. Other construction sites in this area have reported thefts of building materials and tools, vandalism, and there was one report of a gun being discharged into a construction trailer. It is recommended that building materials and tolls be secured during hours of darkness and week-ends. Security lighting and fencing to keep trespassers of the property and an alarm in the construction office should be installed. 3. Applicant should consider the use of a private security patrol or on-site guard service during the construction phase of the project. 4. To aid police in the recovery of stolen property, the applicant should record the serial number and model of all construction equipment. 5. Solid-core exterior doors will be needed in the proposed building and an monitored alarm system should be considered for the building. Fire Prevention Bureau 1. The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants are required. One hydrant is required within 150-feet of the structure and one hydrant is required within 300-feet of the structure. 2. City Ordinance requires the building to be fully sprinklered. Separate plans and permits are required from the Fire Department. 3. A voice evacuation fire alarm is required. Separate plans and permits are required from the Fire Department. 4. A kitchen hood system may be required. Additional information is required in order to make a determination. Construction Services 1. All rockeries over four-feet high will need to be designed and inspected by a soils engineer with a letter submitted to the Building Official when they are approved. 2. A soils engineer will need to approve all footing excavations prior to placement of any concrete. 3. Retaining walls to be designed and inspected by a soils engineer with a letter to the Building Official upon completion. 4. The Soils Engineer will need to approve fill material beneath the slabs prior to the placement of concrete. 5. The temple and 4-plex will require demolition permits from the city and asbestos abatement permits from PSAPCA in Seattle. 6. The roof drains will require plumbing permits. ERCRPT.DOC City of Renton PB/PWDepartment Env,.c,:,mental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, T,SP,ECF REPORT AND DECISION OF JUNE 25,1996 Page 4 of 9 Notes Continued 7. The kitchen will need to be approved by Seattle/King County Health Department prior to submittal of plans for permit to the City of Renton. Sewer Utility: 1. This site is not located in the Aquifer Protection Zone. 2. There is an existing 8" sanitary sewer main in Talbot Road South. 3. If the existing sidesewer to the existing building is a 6"sidesewer,then the portion of it to the building that is being demolished shall be cut and capped prior to the demolition of the structure. If this 6"sidesewer is in acceptable condition it may be used to connect to the new building. It must meet both criteria,that is 6"in diameter and in acceptable condition. If it does not meet BOTH of the above criteria then a new sidesewer will be required. 4. If a full kitchen or cafeteria is included in the project,then a grease interceptor or grease trap with bioagents are required. 5. The existing sanitary sewer line is owned and operated by the City of Renton. All plan review and permits will be completed by the City of Renton. As per the agreement between Soos Creek and the City of Renton for the acquisition of the sanitary sewer lines downstream of your development,the City will collect Soos Creek General Facilities Charge per Soos Creek requirements, which is by square footage of property being developed, and pass said fees on to Soos Creek. Because of this, we will not be collecting the City of Renton Special Utility Connection Charge for Wastewater. Water Utility: 1. This site located in the 350 Pressure Zone. The site is not located in the Aquifer Protection Zone. 2. The Sikh Temple project shall install a new 12"watermain across the full frontage of the property being developed (350 Zone). 3. Fire hydrants are required to be installed along with the watermain in Talbot Road South. The maximum spacing of fire hydrants is 400 feet. 4. Depending on fire flow requirements a looped water main may be required around the new structure. This is required for Fireflows greater than 2500 GPM. 5. Depending on fire flow requirements, additional hydrants may be required. A primary hydrant shall be located within 150 feet of the new structure and the secondary hydrant(s) located within 300 feet. 6. Backflow prevention devices will be required for the irrigation system and the fire protection system. 7. Water SDS fees of$0.113 per square foot for the entire site(but not less than$850)will be required for this project if they have not been previously paid. Drainage: 1. The drainage system shall be designed in accordance with the 1990 KCSWDM. 2. The conceptual drainage plan is approved. 3. The Surface Water SDS fees of$0.129 per square foot of new impervious area(but not less than$385) applies to the proposed project. Street Improvements: 1. Curb, gutters and sidewalks are required to be installed in Talbot Road South. 2. Street lighting on Talbot Road South shall conform to City of Renton standards. ERCRPT.DOC City of RentonPB/PWDepartment Envr:z,:,,,IentalReview Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, V,SP,ECF REPORT AND DECISION OFJUNE 25,1996 Page 5 of 9 Notes Continued General Plan Review Comments: 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5%of the first$100,000 of the estimated construction costs; 4%of anything over $100,000 but less than$200,000, and 3%of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the City of Renton Drafting Standards. D. ENVIRONMENTAL IMPACTS Whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development? 1. Earth Impacts: The applicant has provided a geotechnical evaluation by Geospectrum Consultants, Inc., dated April 10, 1996. The applicant is proposing to develop a six acre site for a Sikh temple. The topography of the area in the vicinity of the project site slopes gently down to the west. The maximum elevation difference across the site is approximately 62 feet with an average gradient of 12.4 percent. The soils on-site are natural glacial tills with small localized areas of imported fill materials. The excavation for the proposed basement will range up to 20+feet and difficult digging should be anticipated in the un- weathered glacial till soils below 7 to 8 feet in depth. Based upon the test pits little seepage is anticipated in the excavations which should be easily controlled with conventional sumps and pumps. If pumping is required the applicant should treat the water prior to discharging into the normal drainage channels or into the adjacent storm water system. The geotechnic report recommends that the existing vegetation, debris, and soft or loose soils should be stripped from the areas that are to be graded. Staff is concerned that the existing wetlands, further discussed below, could be impacted by the stripping operation proposed within the geotechnic report. City staff recommend that the applicant stake the edge of the wetland and the buffer area with two different colored stakes (one color for the edge of the wetland, and one color for the edge of the buffer area) and that the staking be verified by City staff prior to initiating any grading or land clearing activities. City staff recognizes the fact that the applicant will need to perform some grading within the buffer areas. The reason for staking both the edge of the wetland and the buffer area is twotwofold. First, the staking of the wetland buffer will let the operators of the heavy equipment know that they are approaching the wetland and buffer area so that their intrusion into the buffer area will be the minimum amount possible. Secondly, it will let the operators of the heavy equipment and the landscapers know where the actual wetland begins and that they are not allowed to operate in this area except for the wetland restoration that is required. The applicant originally hoped to complete the grading of the site as a balanced cut and fill operation. The excavation of the basement would be off-set by the fill required to level the parking areas. Further review of the site by the applicant's engineers has indicated that the excavation required for the site will be approximately 21,800 cubic yards of material. Only approximately 2,100 cubic yards of the material will be used on-site. The remaining 19,700 cubic yards of material will need to be exported. In accordance with Code requirements, the applicant will need to provide temporary erosion control measures and also a routing plan for the trucks that will be used to haul the fill material off-site. ERCRPT.DOC City of Renton PB/PWDepartment Environmental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, V,SP,ECF REPORT AND DECISION OFJUNE 25,1996 Page 6 of 9 The applicant has submitted an application for a Special Permit for the grade and fill. If approved by the Hearing Examiner, this will allow the applicant to begin the grading of the site prior to submitting the building permit application. The applicant feels that this would allow him to complete the grading during the dry season and have the site ready when the building permit is issued. Due to the sensitive nature of the site and the past un-permitted activities staff is concerned that the site could be graded and cleared of vegetation and then left in a disturbed conditions for an unpredictable length of time. Staff has recommended mitigation measures under the Wetland and Air Quality Sections of this report that will address these concerns. Mitigation Measures: The applicant shall stake the existing.and wetlands that are to be retained with one color stake and the.buffer area with a second color stake to ensure that the land clearing activities do not impact the existing wetlands. The stakes shall be of a size sufficient so that they are easily visible to the operators of the heavy equipment. The placement of the stakes shall be confirmed by City staff with the applicant's wetland biologist prior to any land clearing or grading of the project site. The recommendations contained within the Geotechnic Evaluation shall be considered mitigation measures unless a modification of the recommendation is obtained in writing from the Development Services Division of the City of Renton or by a condition of approval established by the Hearing Examiner. Nexus: Land Clearing and Tree Cutting Ordinance, Mining,Excavation, and Grading Ordinance, Environmental Ordinance(SEPA) 2. Wetlands Impacts: A Wetlands Delineation and Mitigation Report has been prepared by the applicant's consultant, Telasaea Consultants and dated April 24, 1996. It notes that there are several wetland areas on the subject property and that some of these areas were impacted by previous un-permitted grading activities conducted by the current landowners. These un-permitted grading activities were brought to the attention of the State Department of Ecology and the Army Corps of Engineers. The applicant was required to fill the drainage channels that were constructed, remove fill from identified wetland areas, and restore the wetland habitat. The landowner has completed the first two items and is proposing to complete the wetland habitat restoration as part of this project. There are four wetlands that have been identified on the project site. Wetland A is approximately 29,500 square feet in area and it is rated as a Category II wetland. Wetland B is 13,019 square feet in area, on the subject property and extends an unknown distance on the adjacent property to the north. Wetland B is a Category III wetland. Wetland D is 356 square feet in area and does not have a hydrological connection with the other wetlands on the subject site. Wetland D is a Category III wetland. Wetland X/Y is 12,412 square feet in area and is a Category III wetland. The applicant is proposing to fill 5,600 square feet of Wetland X/Y and all of 356 square feet of Wetland D. The applicant will need to replace the impacted area of Wetland X/Y at a ratio of 1.5 to 1. The wetland report prepared by the applicant states that Wetland D is not considered to be a wetland in accordance with the City's ordinance as it is only 356 square feet in area and does not have a hydrological connection with the other wetlands in the immediate area. Therefore,the report concludes that there is no requirement for a replacement ratio for the filling of Wetland D. The applicant plans to create approximately 11,300 square feet of Category III wetland to replace the wetland area that will be filled as part of this project. This will exceed the area required by Code but it will help to ensure that at the end of the five year monitoring period the applicant will still meet the Code requirements even if a portion of the created wetland does not survive. The creation of a wetland area of this size twill also allow the applicant to connect Wetland X/Y to Wetland A which should also help to ensure the survival of the created wetland. ERCRPT.DOC City of Renton PB/PWDepartment Environmental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, V,SP,ECF REPORT AND DECISION OFJUNE 25,1996 Page 7 of 9 As noted previously, the applicant needs to complete the extraction of the fill that was placed in the wetland area and replace the vegetation in this area with native wetland species. The applicant will also need to replant the upland buffer area around this wetland area and create a buffer area around the newly created wetland area. All of the wetland creation and restoration work should be completed prior to final inspection for the proposed temple. As part of the wetland report the applicant has proposed a monitoring methodology. The wetland will be monitored quarterly for the first year after the work is completed and annually after the first year for four additional years. The report includes a methodology for determining the survival rate of the wetland plants and a maintenance program. The applicant will also be depositing a performance bond or other surety device with the City equal to 1.5 times the cost of replacing the wetland plants. The City will be able to draw upon this surety device if the applicant fails to monitor or maintain the wetlands for the first five years. Any changes to the wetland plantings or restoration will need approval from City staff. Approval may also be required from the Corps of Engineers or DOE. It will be the applicants responsibility to ensure that all necessary permits are obtain prior to commencing any work in the area of the wetlands. Following the creation of the wetlands, the applicant shall submit a set of as-built plans for the wetland areas. These plans shall include any changes required during the construction in and around the wetlands that were approved by the City. As noted above staff is concerned that the subject property could be graded and then no further activity would occur for an unknown length of time. Staff recommends that the applicant be required to complete the wetland restoration/creation work within six months of the completion of the grading activities unless an extension of time is requested by the applicant and granted by the Development Services Division. Mitigation Measures: The wetland mitigation/restoration methodology and recommendations contained in the Wetland Delineation and Mitigation Report shall be considered as required mitigation unless a modification is obtained in writing from the Development Services Division. Nexus: Wetlands Management Ordinance 3. Air Impacts: Air quality impacts may be anticipated during the construction and operation phase of this project. Construction phase impacts would include dust from construction activities and exhaust from construction equipment. Dust will be mitigated by the sprinkling of the project site and by other best management practices already required by Code. In addition, staff recommends that the applicant be required to hydro-seed or otherwise plant groundcover over any portion of the project site that is graded or cleared of the existing vegetation and where no further construction will occur for more than 90 days. This will help to prevent dust from becoming a major nuisance for the residents immediately to the north of the subject property. Adverse air quality impacts could also be associated with the heating source of the temple and vehicles as they travel to and from the subject property. These sources of potential adverse impacts are already monitored by state and local agencies. Furthermore,they are regulated by state and federal standards. Mitigation Measures: The applicant shall hydro-seed or otherwise plant an appropriate groundcover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. This work shall be completed to the satisfaction of the Development Services Division. Nexus: Environmental Ordinance, Land Clearing and Tree Cutting Ordinance, Mining, Excavation, and Grading Ordinance. ERCRPT.DOC City of Renton PB/PW Department Environmental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, V,SP,ECF • REPORT AND DECISION OF JUNE 25,1996 Page 8 of 9 4. Water Impacts: The applicant has provided Level 1 downstream analysis that was prepared by SEGA Engineers and dated April 19, 1996. This analysis has been reviewed by City staff and was found to be acceptable. Final analysis and plans will need to be prepared and submitted with the construction permit application per the Municipal Code. The applicant intends to construct a wetpond and a retention pond near the entrance of the subject property. Staff recommends that the applicant construct the system as described in the report unless during the review of the . construction application the.applicant.and City staff agree to the modification(s). Mitigation Measures:. No further mitigation is required. Nexus: N/A 5. Police and Fire Services Impacts: Police Department staff indicate there are sufficient resources to respond to the anticipated service requirements of the proposed project. Fire Prevention Bureau staff have provided the basic fire flow requirements and hydrant requirements for a development of this size. These may vary somewhat depending on the type of construction. The final determination will be made during the review of the building plans. Fire Prevention staff,also note that the applicant will need to submit a mitigation fee of$0.52 per square foot of the proposed building area ($0.52 x 22,000 sf =$11,440.00). This fee is payable at the time that building permits are issued. • _Mitigation-Measures: .The applicant:shall,submit to the City of.Renton.a.fire mitigation fee of$0.52 per square foot of buildingarea($0.52 x 22,000 sf= $1.1,440.00). .This fee shall be submitted prior to or at the time that building permits are issued. Nexus: Environmental Ordinance 6. Transportation Impacts: The ITE manual estimates that a temple will generate approximately 9.32 vehicle trips per 1,000 square feet of floor area. The applicant will be required to improve the roadway along the frontage of the subject property. In addition a transportation mitigation fee is also required to off-set the impacts to the City's roadway systems that are not directly adjacent to the subject property but still would be impacted by the increase level of development. It is estimated that the new development on this property would generate 205.04 vehicle trips per day (25,670-3,670/1000 x 9.32 =205.04). The City has established a transportation impact fee of$75.00 per new trip generated. In this case the existing temple area of 3,670 square feet was deducted from the total as an existing traffic generator and the impact fee only applies to the new building area, so in effect the applicant is given credit for the existing traffic. The applicant will need to submit a Transportation Mitigation Fee of$15,378.00, this fee will need to be submitted prior to or at the time of the issuance of building permits. Mitigation Measures: The applicant shall submit a Transportation Mitigation Fee of$75.00 per new trip generated prior to or at the time that building permits are issued. The Transportation Mitigation Fee is estimated at $15,378.00 (25,670 sf-3670 sf/1000 x 9.32 =205.04)(205.04 x$75.00 = $15,378.00). This mitigation fee shall be paid prior to or at the time that building permits are issued. Nexus: Resolution 3100, Environmental Ordinance ERCRPT.DOC City of Renton PB/PW Department Environmental Review Committee Staff Report GURUDWARA SINGH SABA OF WASHINGTON TEMPLE LUA-96-061, CU, T,SP,ECF REPORT AND DECISION OF JUNE 25,1996 Page 9 of 9 E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. _X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report.. ERCRPT.DOC CITY ; )F RENTON "LL Planning/Building/Public Works Department Jesse Tanner,Mayor - Gregg Zimmerman P.E.,Administrator • • • • June 19, 1996 • Mr. Kulwant Sandhu 2008 Lincoln Circle SE Renton, WA 98055 'Subject: Gurudwara Singh Saba of Washington Temple ' LUA-96-061, ECF, SP, CU, LLA • Dear Mr: Sandhu: The attached letter has been received from an Attorney representing' some adjacent "land.'owners:.. Although most of the questions can be answered based upon the information already on file, the letter'. does raise some questions that will need to be answered. Please provide the following: • 1. A.site plan demonstrating the location of the exterior lighting for the proposed temple.. _A drawing depicting the style of light standard that will be used. ' - . • 2. , Size of existing congregation and ultimate growth anticipated for the temple.' Days and hours of.. ' operation. Include any daycare, outreach programs,youth programs, etc. ; 3. A list of any other operations or organization that will make use or rent the time in your facility. • If you have any questions regarding the letter from the attorney or the questions, please contact me at 277-5586. I would appreciate receiving your response prior to June 25, 1996 so that it can be included in the file as soon as possible. . • . Sincerely, • Mark R. P ell,AICP Project Manager enclosure: Letter from Stephen Kelly - • • • • • • 200 Mill Avenue South -Renton, Washington 98055 ®This paper contains 50%recycled material,25%post consumer KELLY\GRANT p.S. Lawyers :. _.1000:Second Avenue, 37th Floor DEVELOPMENT PLANNINr Washin ton .98104'1 4 C17Y nc.PS �Tnn� -, Seattle:;-_ g Stephen C.;,Kelly„ : Fa'csimil'e': (206)"386-7367 ARC1' 91995 Direct Dial:: (206)386-7365 '• • `�• • 'Te'lepho"n'e -(206) 3�86`-7363 ,• °�" - Mobile: (206)979-2901 RECEIVED June 18, 1996 Via Facsimile 277-4455 and U.S. Mail Mr. Mark Pywell Development Services, City of Renton Third Floor, 200 Mills Avenue Renton, Washington 98055 Re: LUA96-061 • Dear Mr. Pywell: • I represent.the Summit Park,Homeowners•�Association, the members of which own-the ;townhomes and condominiums imrriediately-to the north of the property on which Gurudwara Singh Saba:of Washington:Temple proposes to construct a place of worship. It is our understanding-that'application has been made for a conditional use permit to construct a 22,000 square foot- religious facility on the property; a variance from the 35 foot height limitation to permit,a height of 55 feet; and the requisite fill and grade and building permits. It is our further understanding that the property is presently being used for religious purposes pursuant to a conditional use permit granted in 1987. The Summit Park Homeowners Association has a number of concerns relating to the proposal as reflected in the documents on file with the City of Renton. These concerns include increased traffic on Talbot Road; light which may be visible from adjacent properties; the height of the facility which exceeds by some 20 feet the height limitation applicable to the zoning; the design and adornments that are proposed for the facility; and sound which may be generated from the use of the proposed facility. Lighting. From a review of the file it cannot be determined to what extent there will be exterior lighting associated with the facility. Is it the intention of the proponent to illuminate the parking area? If so, what type of fixture would be used? Does the proponent intend to illuminate the structure? If so, what type of illumination is planned? We have been advised that the existing structure has exterior lights. Does the proponent intend to install lighting accents? Mr. Mark Pywell June 18, 1996 Page 2 Height. The proponent proposes a three story structure atop which is to be placed a dome having religious significance. The overall height would exceed by 20 feet the height limitation general to the area. The need for a variance from the height restriction is of the proponent's own making. The facility as proposed, without the dome, would exceed the height limitations by over eight feet. Reducing the facility to one level with the dome atop, would not require a variance. There is nothing unique about the site which justifies a variance from the height limitation. Traffic. We do not know the present size of the proponent's congregation, but from the size of the parking facility it appears that a congregation as large as 1,000 is anticipated. We question whether Talbot Road can accommodate an additional 200 vehicles at any one time. In addition, the plans call for a large instructional floor (approximately 10,000 square feet). On what days and at what hours would this be utilized? The additional traffic resulting from the use of the facility could overtax the existing road network leading to and from the proposed facility. This would be particularly true if the facility conducted organized activities on weekdays between 6:00 a.m. and 8:00 p.m. Noise. We are not familiar with the religious practices of the proponent and are thus unable to determine the hours during which the parking lot would be heavily used. Parking lots are by their very nature noise generators. The coming and going of a large number of vehicles with the attendant opening and closing of vehicle doors would pose a nuisance were it to occur during otherwise peaceful hours. The proximity of this proposed parking lot to the adjacent and uphill neighbors is of great concern. The peace and solitude of this residential area must be preserved. Design. The proposed design is not in keeping with the residential and rural nature of the surrounding properties. The proposed white color of the facility would be in stark contrast to the surrounding landscape and residential structures. Exterior lighting illuminating the structure would further emphasize its presence as would exterior lights attached to the building. In summary, an intensive use of the property would generate light, noise and traffic which is not compatible with the rural and residential character of the surrounding properties. Furthermore, any non-residential structure in a rural and residential neighborhood should be unobtrusive, blending with its surroundings. Based upon the materials on file with the City of Renton, it can hardly be said that the proposed structure will be unobtrusive. J:\WH ITESTA\SCKLOCR.DOC Mr. Mark Pywell June 18, 1996 Page 3 Finally, please add the undersigned to your mailing list. Sincerely yours, KELLYIG NT P.S. Steph C. Kel y SCK:jo cc: Summit Park Homeowners Association J:\WH ITESTA\SCKLOCR.DOC • G� O� ;.....:::...........�:::::�•::..... ........... ..,.....::::.;...:::.......::;::��:�:::..;..;.:.,i.........isi.,r.,i.:;.............:.}�:":}.,....��ri�:<:i:rrii'...r:�ir.'.:;r.•. ;.y;.;.;..}. .:•:o;.,:.,v:f<o r..•: nm •er:;.:•::+:r +..a +:ur foxy.:::.:+n•.:twrrnfr,.:.:r;;,.::.::.;:..k•:�.,rr,.•r:.,.;...:fi'r..:.r;roc;;� .;3:cr}r,.,:.,.r.,h:.^.;•r.:nw:r•:r,:..r.f•:;'•..:!'r.......:... ..';.: .'�,t••;"r �,�..'��.�. :ry.!"';C;:+Fir%%`.`rum+ +�d!_....r...i<,...4rt..y.Y/..'.;r:...;r..:.i,.....,:....:r....,:.,, :'..':' '•. :::`/". r�' f• :<+3xi�n:fn✓1.1;F� r��/+ yC nf,:%+rr{f:::iF•?i:+i'f•{.;x; vf.• } l.: Ny l\: .,: ::.,.:,:i,..: .....�n:;y.T �4�t�fP,�.R1.:�.. .::}:::.:::: r}j�xq•7..yi..:.F:,<::c.cy, ....:/.:.../r..:..........f...!fC.:.fi...f...H•rrh:•iyr,:......x...r./rn..{+.•;��:::::......n................x:.:•rf ri:.ffirrri:X:+n........../r/:fiirXiv:r^:+ir::f.•:ti4i:•iv,'i::frp:�.:m.)};.+.;y::r.`,.,r....i Project Name Guvu&tLtlava Stoik Saba 06 (A)as Teui k Project Address 5 212 Ta Iloot f oacA Soul ti Contact Person flu 11 ciatit SAHdti u Address 200$ Lihcobi Cr✓c/C SE Phone Number 2 2(v— 8326 Permit Number LUA 96 — 06 i Project Description kee/ac,t. e,x/sl 2 5/by/ ( 3470 S.'f. ) GLiurcti ,.vr Piet() 251 670 s.f. .kuvcii of 6 acve srtt rv,1 2 f 41 pas,kl1 Spates Land Use Type: Method of Calculation: ❑ Residential O ITE Trip Generation Manual G ht.4. ti (540) ❑ Retail 0 Traffic Study p 8 f 3 g Non-retail 0 Other Calculation: hvev' Da.dy Rayc ab q.32 ph 4000 s.f yross Poo/ Brea Net New Ave.,. A, v► 5 (zi2 _ 347O ') ( 2) = 205.04 -Lei,S ioDO MiLI14tuP, �c,c0,1' $75ti.v, -? (205. 04) (175 ) = c$_15) 37g . oc� Transportation Mitigation Fee: .# l5) 378. oD Calculated by: lVe.d-/Va7 Date: zA4. Account Number: Date of Payment • City e,._ i nton Department of Planning/Building/Put :Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:GhL,usv‘ Sp,Vti(z COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 APPLICANT: Kuiwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA: Approx. six(6)acres BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Templqe..an. a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and aril'Cc Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. d: eNic.ei :u A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Eleriient of the Probable Probable Moie�iase VLJ ail Environment Minor Major information . Environment Minor Major Information impacts impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics • Water Light/Glare Plants Recreation Land/Shoreline Use Utilities ,. Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS f, Amick n i o�Q Li r I.F(I.II TO 1i 0�SI/1)@ f�m f 1\15t%l g'l rt. 50l L5 ! ,� IINI�K/Ll`vitt ALL Cff l I`DtIL8C01L14&V OPFW(&fA ti PP o U y lXJ cur of MtiN, V Z. 56[L5 [I . iD AIPI�1� �[� FDet�o�C �CCA U A MOO PIR[02 TDD P6 �. 5bl�s �.[u�l �- Cb i& WPc1 ID 8, DESI& O [1k5Pf.0 IA 11,1 A Lt[ ,g. To Mt 8O(LDID& ffl>1UA( DPDio fL iibA).i. so`(5 646 i�u �2 To A o Pl�otk. �1DP/ f YIR'C�R[ gaolAC. ai 5C085 PR1DL it PLI1 % rims' op cDpr,zeLTg C. CODE-RELATED COMMENTS[ '( Pt r- t q PLEX R ,Q D I R e D.ctIO LIT 10I6 PLR filif5 - Put 16,C11 AIM 1a5figD AAA WAIT P�&tYB 5 Pal! P5APC 'N 1 L g r 2 /P P.RbfltT' [5 RLQ1)11, oP 00 45 Rf [SIR Pa 1fJ6' PEP III L. KrtU![� 'fc A PiPD 8'f l KC,ItA I . . PRO r o Ogintr AL or Poltus r-o1�1 [ams TA M[/ art/ DP&K l We ha r=�_ .d this applic ' n with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where •a •�I• nj lion' ded to p petty assess this proposal. / — 3 i& Signa if Director r uthorized Representative Date DEVA P1.DOC Rev.10193 J O • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 14, 1996 TO: Mark Pywell 4../2iv 7 FROM: Sonja J. Fesser c� ;�`� '`�� SUBJECT: Gurudwara Singh Saba of Wa Temple,LUA-96-061-LLA 'OA/Ni yG Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal and have the following comments: Note the City of Renton land use action number(LUA-96-061-LLA)and the City's land record number(LND-30-0145)on the drawings,preferably in the upper right-hand corner. The type size for the land record number should be smaller than that used for the land use action number. Note the ground floor square footage for the structure which is to remain,per RMC 9-12-7:C.1.g. The address for the one combined lot(5212 Talbot Road South)should be noted on the drawing. The combined lots should be noted as Parcel A on the drawing. Use"Parcel A"as the header for the legal description(instead of"Proposed"). What is, or will be, set at the corners of Parcel A? The bearing and distance is missing from the SE corner of Section 31-23-5 westerly to the west line of the SE 1/4 of the SE 1/4 of Section 31-23-5. Note all existing easements of record on the drawing(include what kind and to whom). If there are easements which are City-held and no longer needed,they can be released via the release of easement process. That process begins with submitting a release application to the City Clerk's office and can take 2-3 months to complete. The lot line adjustment can be approved without the release being complete,but a statement on the drawing referencing the pending release should be made. Any questions regarding a release of easement should be directed to Property Services. Note that if there are restrictive covenants or new easements included as part of this subdivision,they can be recorded concurrently with the lot line adjustment. For easements, indicate on the drawing to whom the easement is granted and provide a place for the recording number. If the easement(s)are not recorded concurrently,they should be noted as "reserved for"rather than"proposed"on the drawing. The lot line adjustment drawing and the associated document(s)are to be given to the City Clerk's office as a package. The lot line adjustment should have the first recording number. The recording number(s)for the associated documents should be referenced on the lot line adjustment drawing in the appropriate locations. • • June 3, 1996 Page 2 The ingress/egress easement legal description submitted with the drawing is satisfactory. Note whether the easement is private or City-Held on the drawing. The easement will require a separate recording from the lot line adjustment(see the preceding paragraph). The spelling of Talbot Road South is incorrect(as noted in the site address at the bottom of each drawing). Fee Review Comment: Lots within or affected by the lot line adjustment are subject to the City's special charges, if applicable. • MEMO.DOT/ • a r > 0:1 Now SADLER/BARNARD Et ASSOC. INC 31218 PACIFIC HIGHWAY SOUTH"J" FEDERAL WAY,WASHINGTON 98003-5496 PHONE(206)941-1599 FAX(206) 941-0869 May 22, 1996 Our Ref. : 96-0115 Page Two of Two LEGAL DESCRIPTION EASEMENT FOR INGRESS - EGRESS A 20 .00 foot wide easement being 10 .00 feet on each side of the following described centerline: Being a portion of the Southeast quarter of the Southeast quarter of Section 31 , Township 23 North, Range 5 East, W.M. , in King County, Washington, more fully described as follows: Commencing at the Northwest corner of Lot 1 , City of Renton Short Plat Number 068-87, as recorded under Auditor' s File Number 8806219005, Records of King County, Washington; thence North 88°26 ' 48" West, 200.01 feet to the East margin of Talbot Road; thence South 00°58 ' 38" West, along said margin, 15 .00 feet to the Point of Beginning; thence Southeasterly along a curve to the right, the center of which bears South 05°56 ' 50" West, 35.00 feet distant, through a central angle of 84°54 ' 28", an arc distance of 47.13 feet; thence South 00°58 ' 38" West, 49 .20 feet, to a point of curvature; thence Southeasterly along a curve to the left, the center of which bears South 89°08' 30" East, 35.00 feet distant, through a central angle of 89°18 ' 18", an arc distance of 49.20 feet; thence South 88°26 ' 48" East, 595 .55 feet to the East line of said Lot 1 , and the terminus of said centerline. • City 0 .smlton Department of Planning/Building/Pub,,.�✓orks ENVIRONMENTAL &' DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fwpeicxi se mC.ee COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 ' APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA: Approx. six(6)acres BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft. Temple on a six(6)plus acre site. The applicant also seeks a height Variance(V) in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation • B. POLICY-'RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to property assess this proposal. Signature of Director or Authorized Representative Date DEVAPPI.DOC Rev.10/93 . P. i : _ is g EXHIBIT DRAWING z m4 Y Q FOR EASEMENT _›� 3 w I�i�i IN 1/ \ \ X :`'M j O SBB'26'48'E 520.03' 3 '-w i ::; 30 m i ,t w o II ?o 0 . 00 coo S88'26'48"E 527.19' 46=84 °54'28" LOT 1 -- `I T.P.O.B. R=35.00' f tri 0- 0I ? L=51.70' 30' i 4- 1 NB8'26'48"W 1047.21' . - i i' S8 6'48"E 200.01' ' - Co ' 462.04' X� \ lO iEE EAS8€ T REA AFN.6175814 111 - NBB'26'4B"W 375.16' m Co in o m �+ I jI S00 '58'38"W o LOT 3 :.� _ q - 49.20' LOT 2• 4 4 (LOT 1, RENTON SP NO.068-87) o SURVEYED a, I - - A=89 18 18 v a 11< ifl; FOR: 2 \ / E N88'26'48'W SABA L=54.55_ 595.55' GURUWARA SINGH ..BABA OF WASHINGTON 40, -- - — — — m 5212 TALBOR RD. S. — m RENTON, WA 98328 N88'26'48"W 200.01' c c PROPOSED 20' EASEMENT CoSADLER/3ARNARD lid mN & ASSOC. N�' LAND SVRVEYIND PLAlNNING PLATTING ("r0.7.1!:-.114- 31215 PAM:HNJA16Ar SOUTH °T*� �' FEDERAL;MY, WASHINGTON 98003 N88'26'48"W 462.04' F zoos? 4 ,927-D254 CZ I C Z 941-0889 SE 1/4, of the SE 1/4, Sec. 31, Twp.23N, R 5 E., W.M. KING COUNTY, WASHINGTON % DWG. BY: DATE: JOB N0 f •- E.T.B 5/20/96 96-115 iite• CHKD. BY: SCALE: SHEEj1 OF 2 1 EXPIRES 04/16/97 EL.B. 1"=100' s. ",., s 1"=100' • City of, ton Department of Planning/Building/Put. ,forks ENT®I`9 FORE DEPT. ENVIRONMENTAL & DEVELOPMENT APPLICATION RIEVPE`egR 'IET REVIEWING DEPARTMENT: UN U R re 9reVeA^-.°ttM COMMENTS DUE: JUNE 13, iuuo APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996R ECEIVErt APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA Approx. six(6)acres BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Temple on a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information . Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Lend/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources II y� Preservation /v0 /r�alor for S /�o Ste�f B. POLICY-RELATED COMMENTS XJ4 . C. CODE-RELATED COMM NTS // See 471 ac/ejL'Jiri,neii7 5'Aee , We have reviewed this application with articular attention to those.areas in which we have expertise and have identified areas of probable impact or areas where addition l information is need properly assess this proposal. aePsA-e--tz. , 6/0o Signatu Director or Authorized Represe ative Date DEVAPP1. Rev.10/93 1t rF O� Y O� CITY OF RENTON A FIRE PREVENTION BUREAU MEMORANDUM -eNTO DATE: February 15, 1996 TO: Mark Pywell, Senior Planner ^n FROM: Jim Gray, Assistant Fire Marshal -)1 . SUBJECT: Sikh Temple, 5212 Talbot Road S uth The following information represents the Fire Department comments for the above- subject project: 1 . The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants are required. One hydrant is required within 150-feet of the structure and one hydrant is required within 300-feet of the structure. 2. City Ordinance requires the building be fully sprinklered. Separate plans and permits are required from the Fire Department. 3. A voice evacuation fire alarm system is required. Separate plans and permits are required from the Fire Department. 4. A kitchen hood system may be required. Additional information is required in order to make a determination. 5. Fire mitigation fees are applicable at the rate of $0.52 per square foot of building. 22,000 square feet x $0.52 = $11,440.00. A credit can be given for square footage of the demolished building. The fire mitigation fees are payable at the time of building permit issuance. Pleae contact me if you have any questions. Sikh i e CITY OF RENTON MEMORANDUM DATE: June 11 , 1996 TO: Mark Pywell FROM: Arneta Henninger X6198 15,• SUBJECT: SIKH TEMPLE GREEN FOLDER REVIEW 5212 TALBOT RD S I have reviewed the green folder application for this project located in the SE 1/4 of Section 31, Twp. 23N Rng. 5 E. on the east side of Talbot Road South, south of Summit Park, south of Springbrook project (new project townhouses currently under review) and north of S 55th St and have the following comments at this time: SEWER: • This site is not located in the Aquifer Protection Zone. • There is an existing 8" sanitary sewer main in Talbot Road South. • If the existing sidesewer to the existing building is a 6" sidesewer, then the portion of it to the building that is being demolished shall be cut and capped prior to the demolition of the structure. If this 6" sidesewer is in acceptable condition it may be used to connect to the new building. It must meet both criteria, that is 6" in diameter and in acceptable condition. If it does not meet BOTH of the above criteria then a new sidesewer will be required. • If a full kitchen or cafeteria is included in the project, then a grease interceptor or grease trap with bioagents are required. • The existing sanitary sewer line is owned and operated by the City of Renton. All plan review and permits will be completed by the City of Renton. As per the agreement between Soos Creek and the City of Renton for the acquisition of the sanitary sewer lines downstream of your development, the City will collect Soos Creek General Facilities Charge per Soos Creek requirements, which is by square footage of property being developed, and pass said fees on to Soos Creek. Because of this, we will not be collecting the City of Renton Special Utility Connection Charge for Wastewater. SIKH TEMPLE June 11, 1996 Page 2 WATER: • This site located in the 350 Pressure Zone. The site is not located in the Aquifer Protection Zone. • The Sikh Temple project shall install a new 12" watermain across the full frontage of the property being developed (350 Zone). • Fire hydrants are required to be installed along with the watermain in Talbot Road South. The maximum spacing of fire hydrants is 400 feet. • Depending on fire flow requirements a looped water main may be required around the new structure. This is required for Fireflows greater than 2500 GPM. • Depending on fire flow requirements, additional hydrants may be required. A primary hydrant shall be located within 150 feet of the new structure and the secondary hydrant(s) located within 300 feet. • Backflow prevention devices will be required for the irrigation system and the fire protection system. • Water SDS fees of $0._1 13_ per square foot for the entire site (but not less than $850) will be required for this project if they have not been previously paid. DRAINAGE: • The drainage system shall be designed in accordance with the 1990 KCSWDM. • The conceptual drainage plan is approved. • The Surface Water SDS fees of $0.129 per square foot of new impervious area (but not less than $385) applies to the proposed project. STREET IMPROVEMENTS: , • Curb, gutters and sidewalks are required to be installed in Talbot Road South. • Street lighting on Talbot Road South shall conform to City of Renton standards. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder SIKH TEMPLE June 11, 1996 Page 3 when the permits are issued. There may be additional fees for water service related expenses. Refer to the City of Renton Drafting Standards. SIKH6GF 1 City o' „_r,1ton Department of Planning/Building/Pu'•. _ 'Vorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: fkvics COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA'Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA Approx. six(6)acres BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft. Temple on a six(6)plus acre site. The applicant also seeks a height Variance(V)in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information . Environment Minor Major Information Impacts Impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation _ _ _ Land/Shoreline Use Utilities , Animals Transportation Environmental Health.. Public Services - Energy/ Historic./Cultural Natural Resources. Preservation •• z f.6?../,‘Ae B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS "rob • We have reviewed this application with particular attention to those are •n which w have expertise and have identified areas of probable impact or areas where additional information is n eded to properly assess this proposal. Signa ure of Director or Authorized Representative Dat DEVAPP1.DOC / Rev.10193 City of ton Department of Planning/Building/Put lorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: tt�G COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-061,CU,V,ECF,LLA,SP DATE CIRCULATED: MAY 31, 1996 APPLICANT: Kulwant Sandhu PROJECT MANAGER: Mark Pywell PROJECT TITLE: Gurudwara Singh Saba of WA Temple WORK ORDER NO: 78099 LOCATION: 5212 Talbot Road South SITE AREA: Approx. six(6)acres BUILDING AREA(gross): 25,670 Sq.Ft BUILDING AREA(new expansion gross): 22,000 Sq.Ft.. SUMMARY OF PROPOSAL: The applicant seeks to obtain a Conditional Use(CU)Permit to construct a 22,000 Sq.Ft.Temple on a six(6) plus acre site. The applicant also seeks a height Variance(V) in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. The applicant also seeks a Lot Line Adjustment(LLA)to consolidate existing lots. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information , Environment Minor Major information Impacts Impacts Necessary Impacts impacts Necessary Earth Housing Air _ Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportationv E — Environmental Health PublicicServices Energy/ Historic/Cultural Natural Resources Preservation /1- 3 PrEe calls^- S r vice es'HinateoL o n ital 1ci , based on Wu &3e., OLL Cyr Cony i2(.0 ran Sites r4 'Lola tea hove, �� kw)o ('. i 1iaKs and v1u t�o rye �jt5 � � yY1Lc,LL�/1 G�.is � �1 S ►/�G�l� � ,Olas one, e 7- a t o i� (ki�` orlahLe Ue� P� g� �e ng oc�sch��� P con stru on �rci� office, . c a �` S v- c ire t�vn2�rd ��1 c�� �n �-1 he, sectoe4 c11,ai hnt/iS acoKni 9- ueeK-ends, Securitcl agrthYtor knci ns Kee/ l i esPcc ss ers of" 442- ply pel'lx1 ( Cc1LO 17 I C ion SI t' I c�- 1l cant Shuid6C a C1/I l� rl any. CI,YI S' 'L C`f O 4 BYO Con SiG(.,Q/j -rite, use. Ob fri vat) S-ecUr / or oil -Si�0 g�� servi CC- 1 - 011v�� f � evn S4'l�Cfi� P see ,each%rim/ t r 1 ued tz) have, seri cul nnoc& ( num ber3 v ecor zi (V) cat -event- O V-1topF, aid /z ce_ in —Q—C-0913SRE-Izet-TED-COMMENT-S At co► cr; rlo DCU) proper at-Ci litre iise/P- i, i f ra ted - core, ox en yr ci!Cx)(5 / anoL from wed CQoOn1 Sys-feri, IS re wrrlauLACUO/ - We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. tiadm � ze Signature of Director Aut oriized Representative Date DEVAPPI.DOC Rev.10193 dY LIST O U Ot�ND NG PROPERT ` OWNERS , PROJECT NAME: 61u2v j)t,, S 3/4- OF /.449Pt'f/�6-7v..P APPLICATION NO: %-O(ot E fr CU 1/, SP The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOiR'Sg�P�ARCEL Harbor Management PO Box 7850 312 (TAM- 23-05 Tacoma WA 98407 Hayes , Delbert L 5304 Talbot Road South 31230.5-9075-02 and Irene H Renton WA 98055 • • Martz , Jack 18831 102nd Ave SE 312305-9107-04 Renton WA 98055 Bing, Owen 5310 Talbot Road South 31.2305-9137-08 Ren_t_an WA ' 98055 Bing , Owen 5310 Talbot Road South 312305-907.2-05 Renton WA 98055 Martz, Ivan D 18819 102nd Ave SE 312305-9027-0.0 and Allison C Renton WA 98056 Westview Dev Co Inc 41'09 E Lake Sammamish Pkwy 322305-934,3-0. 7' Sternitzky Peter Issaquah WA 98027 = - v 0.1 Holdren, Eugene A 5218 Talbot Road South 312305-9096-07 Renton WA 98055 , Wilson, Robert D 720 S 55th Street 312305-9125-02 Renton WA 98055 Thomas , Robert M 18833 102nd Ave SE 312305- 9154-06 McCulver, Mary Renton WA 98055 Tho,niag., l'a' ? ,t, 18833 102nd Ave SE 322305-9307-01 and� Iar"fy;fn enton WA 98055 & u yi a RECEIVE P 2 8 1996 DEVELOF'rvic�v t rv+rvr�iNG CITY OF RLNTOf'4 (Attach additional sheets, if necessary) ' (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER • Applicant Certification I, i /1u t p M , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: City of Renton Technical Services Records 0 . Title Company Records j� King County Assessors Records Signed Date 9 - (Appli ant) NOTARY ATTESTED: Sub��scyyibed and,worn before me, a Notary Public, in and for the State of Washington, residing at on the (day of , 197 . Signed (Notary Public) tv t .•«>:'F>MA'LIN `' ` <`'<':':`<> `«<''> ' <` '» ''<' ;< >; <<' •:••:••:• •••;•••••••••••••••"••:•••":••••••• •:••••••: ••••••>:>.<:::::>::.>::••:«••:»::»::•;•;••:•:••••;.•;•.•;•.••••••••••.;;::;.;;;:.»;;;:;:;::.:::;;.>;:;.::.;:.::.;:.:•:•••;•;•;• :.;;;;;;; each. ed I .:: .. ;;. .:.:<,:>:;.:::. <: .:> � ;.<•<::�<:<:<::««::;>:>:>.:<:�:;::>::>::»:�»»>::>:'D to ... >:.. ..... ..:..��'�<:'>.:::�;� 4i�ix‘• .....:::.�..:::::::n...:..is ;4}ii};•iJ:•:4i:i'^}}ii}ii: .�: :riiiiiiriiiiiii:v:i::::?:i}:i::::::tii::!:ii:::::::iti4i:•:iv:::.i!F•........... P....................................... :isY:::::::::»::::::::i::::::•:.•`;:;::i:::�.:'j:::2:::i::;ff:d>si:i:::r:;:i:>ii::::;:;<ii:::<:::<::i:t:::S:i;:;;::�:�:;G:i:;:::� }::i::;::t::::;<::;::::'+.{:::::tk'<'<:::iF;:::i:;;:;;:.';>;;:Y:i:::::;'<:;i::i::>:::::::::::<•;i;f:::;fi ATTE t. $ sate and sworn before.me a Nota.: .:;:Pulit.ioreii.. rt�s�.dinl�::>.�t:.: . :..: ,�.................................... .::the:::..... , ..;�::: : :712L4j?,L ......................... listprop.doc 4/9/�� REV 07/95 . 2 ,t -`LIST OF SURROUNDING''- OPERTY OWNERS cont ' d NAME ADDRESS ASSESSOR' S PARCEL NUMBER McKee, Thomas L 455 S 51st Ct 808335-0090-03 and Margaret A Renton WA 98058 Nason, Jack B 507 S 51st Ct 80833570110-09 Renton WA 98055 Thompson, Michael W 529 S 51st Ct 808335-0140-03 Renton WA 98055 Sayre, Amy 541 S 51st Ct . 808335-0160-08 Renton WA 98055 Environmental Dev Corp PO Box .1574 808335-0010-00 Bellevue WA 98009 ' 808335-0020-08 808335-0030-06 808335-0040-04 808335-0050-01 808335-0060-09 80-8335-0070-07 80833;5-0080-05 80833570100-01 808335=0120-07 8083.35-0130-05 808335-0.150-00 808335-0170-06 808335-0180-04 808335-0190-02 8.08-335-0200-06 808335-0218-08 808335-0220-06 808335-0230-04 ' 808335-0240-02 808335-0250-09 80.8335-0260-07 NOTICE OF PROPOSED CONDITIONAL USE PEkiivvIT APPLICATION RENTON, WASHINGTON A Conditional Use (CU) Permit Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: GURUDWARA SINGH SABA OF WA TEMPLE/LUA-96-061,ECF,CU,V,SP DESCRIPTION: The applicant seeks to obtain Environmental Review (ECF) and a Conditional Use (CU) Permit to construct a 22,000 sq. ft. temple on approximately a six acre site. The applicant also seeks a height Variance (V) in order to allow a 50 foot tall building and flagpole and a Special Permit(SP) for the fill and grade GENERAL LOCATION: 5212 Talbot Road South PUBLIC APPROVALS: Environmental Review(ECF) Conditional Use (CU) Permit Variance (V) Special Permit and Special Fill &Grade Permit(SP) Building Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at-235-2550. Please include the project NUMBER when calling for'proper file identification. _ -.0 M1W y44 y 22 VA/ SITE /��/// ❑ %///%�/H/�j//r� , -13 �:, 1 0 31 ' 0 U //.1 1 1 SAJ GENMALOT.DOC -------- _-�` __"' • PENDING APPLICATIQN • PROJECT NAME/NUMBER: GURUDWARA SINGH OF WA TEMPLE/LUA-90.001,CU,ECF,V,LLA,SP DESCRIPTION: The applicant seeks to obtain Environmental Review(ECF)and a Conditional Use(CU) Permit to construct a 22,000 sq,fl,temple on approximately a sixiacre site.The opphcent also seeks a height Variance (V)In order to allow a 50 foot tell building and flagpole and a Special Poanil(SP)for the fill and grade. GENERAL LOCATION: 5212 Talbot Road South PUBLIC APPROVALS: XXXX Building Permit Preliminary Plat _Shod Plat XXXX Conditional Use Permit _Rezone _Site Plan Approval XXXX Environmental Review Shoreline Conditional Use XXXX Variance Permit XXXX Fill&Grade Permit _Shoreline Substantial _Other Development Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. • Comments will be accepted any time prior to Public Hearings,during Public Hearings,or prior to an administrative site plan approval.Comments for Substantial Shoreline Permits must be received within thirty(30)days from the last date or applicant's'Nalice of Application'publication In the Valley Daily News. For further notifications el((an on the appllcallon,or If you wish to be made a PARTY OF RECORD and receive additional nutifcat(ons of the City's environmenlel determinations,appeal periods and/or the public hearing date(s)for this project,please contact the Development •, Services Division at 235-2550. ' • ` I-- �^ III I I I ' SITE p `_ f _ e _ I ( _ PLEASE INCLUDETHE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION.i'r'.�.,s' CERTIFICATION • • I, SCLvAC+, c.�c ('J Sow , hereby certify that 3 copies of the above document were posted�y me in 3 conspicuous places on or nearby the described property on ry1 - ?,1 1 °I tD Signed: -Gt Ok-C) \J a-e--0 " • STATE OF WASHINGTON • ) SS COUNTY OF KING • ) I certify. that I know or have satisfactory evidence that SA-N D `1NNE signed this instrument and acknowledged it to be his/her/their free and voluntary'ac`t,fr�'r4k�e�i es • and purposes mentioned in the instrument. Qs' '. Dated: 6/3 ip6, Cl Notary Pu in and fo the State of Was my Notary Notary (P Int) My appointment expires: // .... • NOTARY.DOC NoirtolE PENDING APPLICATION PROJECT NAME/NUMBER: GURUDWARA SINGH OF WA TEMPLE/LUA-96-061,CU,ECF,V,LLA,SP DESCRIPTION: The applicant seeks to obtain Environmental Review(ECF)and a Conditional Use(CU) Permit to construct a 22,000 sq.ft.temple on approximately a six acre site. The applicant also seeks a height Variance (V)in order to allow a 50 foot tall building and flagpole and a Special Permit(SP)for the fill and grade. GENERAL LOCATION: 5212 Talbot Road South PUBLIC APPROVALS: XXXX Building Permit Preliminary Plat Short Plat • XXXX Conditional Use Permit Rezone Site Plan Approval XXXX Environmental Review Shoreline Conditional Use XXXX Variance Permit _ XXXX Fill&Grade Permit Shoreline Substantial Other Development Permit • The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any time prior to Public Hearings,during Public Hearings, or prior to an administrative site plan approval. Comments for Substantial Shoreline Permits must be received within thirty(30)days from the last date of applicant's"Notice of Application" publication in the Valley Daily News. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. • droa IE rc.4/10/ ❑• Zg{I Q�22227 n4■11.11111 A E9CL:,DEaHEV. C;;!PLES;; .„:y U :..... ..,,:ROJE T:NUMBERVVHENCALLING'FOR!P.ROPER'FILEIDENTIF.ICQT:ION,Pf=<l • c .µ. CITY OF RENTON "u ` = Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 30, 1996 • Mr. Kulwant Sandhu 2008 Lincoln Circle SE Renton, WA 98055 • SUBJECT: Gurudwara Singh Saba of WA Temple • -, • Project No. LUA-96-061,CU,V,ECF,LLA,SP Dear Mr. Sandhu: The Development Planning Section .of the City of Renton has 'determined that .the subject application is complete according to submittal requirements and, therefore, is - accepted for review. • It is tentatively scheduled for consideration by the Environmental Review Committee on June 25, 1996. Prior to that review, you will be notified if any additional information is required to continue processing your application for environmental review. • Please contact me, at 277-5586, if you have any questions.' Sincerely, • 071 -frke/ Mark R. Pywel , CP . Project Mana er cc: Gurudwara Singh Saba of WA/Owners - - • • ACCPTLTR.DOC • • • 'LOT LINE ADJUSTMENT I 'i Narrative- The purpose of this lot line adjustment is to combine three (3) separate lots into one lot. This will allow the current owners to construct a proposed new facility without crossing property lines, thereby easing the permitting process. • • • • • • . V ' ;Y. • • 1.1'1 T:.0. ` <'`<?`>><>> ?[=< = 'i Mi'i:<'<`>hs' r?,:?:: ?:`::: '?<+ :::`s<:::::>'': ::` .... ....... - ERVIC ..40.:�ISI'ON < <; <><<` egfil><':< > <i€::'> >::i:i:<> ::<: <> '<: :<::z:;::::;:>::><;:;<:::«::::;:::<:::<:«<:::»;;::;;::><:::>::>::::;: :>::::::;::;>;::>::::;:>::>:<:::><<:»::»:::::::::<:DEVELO:PIVI:ENT..S.E .�/CE .. .Y .... 11/ E .1..1'>>'':mi.,. <E < < imn ::< :< PR > E.. <:< F RIU[A . : ..9. i.gmg > ::::::;::>:::;:>:::>:::::::::;;:;»:::>: :::::>:::::....;.... >: ':` ...... . OJ %CT.IN .O T10N... co.n . .............. ;Note .If;tF re:is;m.,rg,;O o:ne 1ep lowng,,;p(eas, attach„an:addlP.p.p.„ '.notarized.Measter Application,for each,owner,,,,,,,, EXISTING LAND USE(S): Religious facility NAME: and ' residential GURUDWARA SINGH SABA of WASHINGTON • • ADDRESS: PROPOSED LAND USES: 5212 Talbot_ Road South Religious facility CITY: Renton WA ZIP: 98055 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: TELEPHONE NUMBER: • (206) 226-2277 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: • ::: :>`CON.TA°CT ERSON/APPLICANT NAME: Kulwant Sandhu EXISTING ZONING: R-24 and R-1 ADDRESs2008 Lincoln Circle SE PROPOSED ZONING: R-24 and R-1 CITY: Renton WA ZIP: 98055 • SITE AREA (SQ. FT. OR ACREAGE): • , TELEPHONE NUMBER: • (206) 226-8328 268 , 926 'Square Feet x. , .:: PROJECT VALUE: :, f ;; FC Q : Q ;;;;: :.:.::. :.;:.;:: idE ` v zt PROJF�c FOfJ VtLOPMENT NAME: ;tiG,Ni ia.d ar ;S-Y.-ngh Saba of Wa Temple tt,l; \I v liji • . ` IS THE SITE LOCATED'I'N THE AQUIFER PROTECTION AREA? . . .. «r:. ' ., .' . No ;ROPER Y'/pRO,:f ;1:;ADDRESs(S)/LOCATION: .. , a ••'` .ij 921a': Talbot• Road South Renton Wa 98055 . IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY CET4 r 'SENSITIVE AREA? KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S)': No 312305-9073 MAW 28 99 312305-91106 DE�COFtl4Bj'NIdG 41 Pi :. h et:.�f•.;ne.c.Please see attached sheet • :. E•E• .........................:....::::.C...h..ec�c.:a. l..a . .....cat.a....t : .�s... ...a.t..a . ... ...... ...t. :..s#.:.:..::..::.:.:::�.:.te.......:...::..:::::�.:.:s::::::::::::._:::::::>.::::::::::.:.�:.�:::::::. . ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ REZONE $ _ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ _TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ SITE PLAN APPROVAL . $. _ FINAL PLAT . $ GRADE & FILL PERMIT $_ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY • • _WAIVER $ _ FINAL _WETLAND PERMIT $ _ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ BINDING SITE PLAN . $ . . . SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ _ NDITIONAL USE $ /n/SDa� • /ARIANCE c.p _ EXEMPTION $No Charge _le /VIRONMENTAL REVIEW $ 5776,. REVISION $ S. s ..bM� • I, (Print Name) k to 4(A , declare that I am (please check one)._the owner of the property involved in this application, e authorized representative to act for the property owner.(please attach proof of authorization), and that the foregoing statements spd''a herein. contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. 410. ����ss 7 ;gr ATTEST: Subscribed and sworn to before S, for the State of (DIG}, • residing at (Name of Owner/Representative) it LI ei1-/Uld.;*L4i• s , on the )U v a. 19 G t, d?a4.34o • . a.i t . • (Signature of Owner/Representative) (Signature o Notary Public) J --/q_/ •his section �>:<:>`° co<::>pie>'e`: b:: :::::::::»>'>'>:::»ff >`:`>'<>i»> >»>`: >s` >' `<<> » > «>< ><> >> c. . .n..t. ..b ... . m .l .t . .. .... t ... . a. ...).......................................................................................... �'»>1N •:::::.<.:;:::r:>::::>:::>::>::::<;:>:::;:>::>:<:::>::;:::::>:::.>::»;::<:>:::;::<:>::::>::<:::>:<:><:'A��1:D......... ....FP. ... .Mt~......MH......... . .P.. .A.....Ck�A.......................... . ......................... ....................................................................................................................................... REVISED 2/95 • ' i I i LEGAL DESCRIPTION: • , THE WEST 520 FEET OF THAT PORTION OF THE NORTH 60 FEET' OF THE SOUTH 1086 FEET ,OF +THE SOUTHEASTIGUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 AND THE WESTERLY 1047.16 FEET OF THAT PORTION OF THE NORTH 95 FEET OF THE SOUTH 1026 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF COUNTY ROAD NO. 80. ti TOGETHER WITH; :n I ti LOT 1, RENTON SHORT PLAT NO. 068-87, RECORDING NO. .0 . 8806219005,, .SAID SHORT PLAT DESCRIBED AS FOLLOWS: " p THE NORTH 236 FEET OF THEhSOUTH 931 FEET OF THE EAST 837, 16 FEET OF THE WEST 1077. 16 FEET OF THE SOUTHEAST QUARTER OF n THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH; RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. TOGETHER WITH A NON—EXCLUSIVE EASEMENT FOR THE INGRESS AND • EGRESS, DRAINAGE AND UTILITIES OVER THE NORTH 25 FEET OF THE SOUTH 931 FEET OF THE EAST 210 FEET OF THE WEST 240 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID SECTION 31. �,� 1,, TOGETHER WITH A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND DRAINAGE AND UTILITIES OVER THE NORTH 15 FEET OF THE SOUTH 946 FEET OF THE EAST 1047. 16 FEET OF THE WEST 1077. 16 :FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST ,QUARTER OF---SECTION 31, TOWNSHIP- 23 NORTH, 'RANGE-5 EAST, '• W.M. IN KING COUNTY, WASHINGTON. SUBJECT TO RESERVATIONS CONTAINED IN DEED EXECUTED BY NORTHERN PACIFIC RAILROAD COMPANY, ET AL, RECORDED OCTOBER 22, 1883 UNDER AUDITOR'S FILE NO. 3247. SUBJECT TO EASEMENT FOR INGRESS, EGRES , SEWER, DRAINAGE AND . UTILITIES AFFECTING THE NORTH 15 FEET OF THE ABOVE D SCRIBED PROPERTY, RECORDED OCTOBER 25, 1966 UNDER AUDITOR'SFILE ` NO. 6099140. . TOGETHER, WITH THE NORTH 146 FEET OF THE SOUTH 931 FEET OF THE WEST 240 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. , . -EXCEPT THE WEST 30 FEET FOR COUNTY ROAD; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. EXCEPT THE WEST 10 FEET THEREOAS RECORDED UNDER KING COUNTY RECORDING NO. 8711180707; - ' .: TOGETHER-WITS AND SUBJECT TO ANY EASEMENTS, RESERVATIONS, OR "1 — RESTRICTIONS OF RECORD. i �,,r�,+.' �..- ;a ;rift . . .. i I �,hl , , d . i. F .. • •VISION>'> >< > >>> >> < ><> ><`>< » s`i" >iiini >-•••••>s::DEVELOP:MEIVT S:EF2VlC:ES.D(. .l. . i l'...'".....i.:.•':'.•:•:".::"':',TEN AR:ONME HECKLIST . iii:::iwiiii::: :::i:i*i:i::iiii:imax:i:i:i:i:i:i:i:i:iiim:..K:i:i:i:i:i:K::i:mi:::x:i„i:ioi:i::::„i:i*ii:i::*K:mi:i::iim::: :::1:ii:iiiii:i:i:iiiiiiiii:iiiniii:::i:::iNK:i:::i:i:x:i*::::::i::*isx:i:::i:::mui:0:::ii:ii:iiiiiiii:i::::mim:::iiii::0::: :ii:iiiiiiiiiiiiiiimi:ii: . . . , . 1 YY! . PURPOSE OF CHECKLIST: • . The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment., The purpose of this.checklist is to provide information to help you and the 'agency identify impacts from.your proposal (and to''reduce or avoid impacts from the proposal, if it can ' • be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: , i ,, • • This environmental checklist asks you to 'describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of. your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts.. If you really do not know the answer, or if a question does not apply to your proposal, write."do not know":pr"does not apply". 'Complete answers to the questions now may avoid unnecessary delays later. ' - . ` • Some questions ask •about governmental regulations, such as zoning, shoreline, and landmark designations.. Answer these questions if you can. If you have problems, the governmental agencies can assist you. . ,:,',;`.),.!' . . . • . The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of . , . time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to . explain your answers,or provide,' dditional information"reasonably,related to'determining if there rhay be significant adverse Impact • . ;.,;• . i USE OF CHECKLIST FOR NONPROJECT PROPOSALS: .. /', •, ,' fi,:- rye..• •.,�i �. Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the,•SUPPLEMENTAL-•SHEET FOR NONPROJECT ACTIONS (part D). For nonproject.actions.(actions involving decisions on policies, plans and programs), the references in the checklist to the'words "project," "applicant," and "property or site" should be read as "proposal," "proppser,"and "affected geographic area," respectively.‘ , . • REC "En . r2 8 1996 . i YfI TNNING • CI t(CJl" e1� oN i V Environmental Checklist" IV' A: .BACKGROUND` • 1.. :. Name of proposed project, if applicable: C`u'•IZ u Si K 4-t4 s ice A o c s tt-t N'ec-ro G M5 P LC 2. CI�'Name of applicant: • vI WDUl 50,%'1', 511Jcnb _ s 'S1a C WA-sliel-)er7-0/.r • s it-''1•' -t 'w 1 I 11 ,.e to :;•�,- l' _•:S'1.1r�• :'t.- - .. .• - 3. ' Address"and phone'number of.applicant and contact person: $'oT," '1 A-o� 50 u r-t `IOC - b r�U L o Z i p H i -iv :`i A ..;"t.0 (7,c,c ) ff Z- t ei (.Z00) Z'Z:(o • 227 7 4. Date checklist prepared: .q . 1LM ' e: t I I • w• 5. • Agency requesting checklist: 6.• Proposed timing'or schedule (including phasing, if applicable): /p2 • _ • 7.: DoFyou havelany plans for future additions, expansion, or further activity related to or connected ' with this proposal?;If yes, explain. , • A ;'3"tij ;;'r j1: it Y,• l s. 8. List any.environmental information you know about that has been prepared, or will be prepared, . ".directly related,to this proposal. . P'.T-lyi '� :' s .f. . 4'Ti //?_.c?5"-rts 70 ' Y�L1�11�1�'"L 5 ' !I-{�177' t�i✓� - - .�' 'PL/3ti/ f�i�s' �` is.t=.q. a. d; 71C 7� .T. ...:':'�i }��, <3. �y:a17:';1v).A•,",�., �'�i• .. • ,. I • .. r 9 y° ' Do ou know?whether'a i 'lications are endinn��for overnmental a royals'of other p ro osals Y PP p 9 $ pP P P. directly_affecting,the property covered by your proposal? If yes, explain. 10. , List any govemmental approvals or permits that will be needed for your proposal, if known. • Goir- ,./,rc.b/w 1-4 ✓4 SG/9-Pinl•4 j�E2.�1lTf c(j'n)'/)lT7oai:Q-t L., 5 1. PE?ZFL t i 'AJo r1"!—'t c.4-77 o✓ 11.',• 1. Give brief,complete description of your proposal, including the proposed uses and the size of the pfojectand site.Laall577zuc:r- .,i .i/C-31.) ZziDtp6 s e4,JQ2s?HP F,9ci`!n- EvrL C- ,g J(7 w'n-/L,9 5 iiV 4T2d 5)9a3 A of ' 1-4✓4514/N 4rTOiu 0 At A 5 l 7Z c.)to A.,613 H Y Tl+thnn ' o V o� a l s;7 Ai 7Z- -i�e-e- u If / c o k.,pc�`n.. ,., - 77t. A/e21..i.:ra4te c.. 777 /ci 'rr w/Le_ tat us 3 c foc.) �I!fZ-PO.S rS',:`."Z?,Zi 1.111/1-k w ir79 Lo 77- /4c Ti v!77 c'T 5 cR.4j :'.9724! •• (3' Ten-,PL,- !S 713 i u I U' CA/ 4 6 f ! -GfLC • 2 • Environmental Checklist I 12. Location'.of'the proposal. Give sufficient information for a person to understand the precise location of your proposed project, Including a street address, if any, and section, township, and range If known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not .:..required to;duplicate maps or detailed plans submitted with any permit applications related to this • checklist.-n ;, tmr ' t 5 [mac_ett_Tei.) t it •n+c: S aL.,-r 4 OF `Z-e-_x...,Tok, ln� 171-h►� ' 'g'eS- G I Ty L_...1.el_l i5. 5 t lip A-1-01Z-ES'S 13 : 5 Zl Z T - -56 S°`'T" •A {U1c-t xi l-Nr k R P / -mac-lam . o-rC+�--,Z Tc,R,>JS. PH)At LitIFNH iE' ,u D l l)o Q*(. g.is G 72 -. i7- i4-PPc-I c"Hz o.v, • :...{.:, • is {.='.''., B. ENVIRONMENTAL ELEMENTS 1. EARTH - . - a. •- General description of the site (circle one); flat,.rollin.( ') steep.slopes, mountainous, other • tI • b. " What is the steepest slope on the site (approximate percent slope?) ',„�;rt,WWh'at;general types of soils are found on the site (for example, clay, sand,:gravel, peat, • ::.;;,; muck).? .If:you know the classification of agricultural soils, :specify them and note any ;:pri(ne farmland._. : {:bitu�a6; C-rtz�v ecmay- SA 0tar? d.- '•.: Are'there,surface indications or history of unstable soils in the immediate vicinity? If so, • describe: • • : u'•,.!14 .J o w n/ . _• , r .•S - - t 1. . .. ` ,e1 Rsik,:.Describe,:.the..purpose, type,• and.,approximate quantities. of any filling or grading • , proposed. Indicate source of fill. S:i-� •v1 a i -�� -rE-'wzA ce rt .R.>�.L► i:fa CvT . l'-rA-reft_tAtS WILL aC i.cr c2t•► a All • •, , �AG'ON. 1ji - t S 1.1c i A;-•H t►of pAr.D. i pi Po29' o!Z tE c?o,ex- o F LL' H.A'reit-t,4-LS, f. Could• erosion occur as a result of clearing, construction, or use? If so, generally • • describe`7i ? a c okt• w e-►4- -rc-• /set- , p -t.e- or- rrit.uLa004, FgLmSLoio col-tt D C,cc va-. Si - .='g-1L wtlL t ' pai.1c !�J12.1 4` wt w t-n4 S«-nz,A,TL 0,0 kt D g. ;;;_t,'.About what percent of the site will be covered with Impervious surfaces after project ' construction (for example, asphalt or buildinbs)? .. �9 477o . 3 • r • Environmental Checklist f i V ' h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: • .o u .'pF A 5 l L l2A 1 o ) A -i t t L j F Vc& /-1z-e,Lot, ••-(1•EL 5 tree.. 2 AIR' !° g any ' i 4 • Naar; t, , 'a: :: r' What types of emissions to the air would result from the proposal (i.e., dust, automobile, • odors,•industrial wood smoke) during construction and when the project is completed? If .any,-generally describe and give approximatee quantities if known: u 5.1::,•1150 fe-t'N e CoAt5772-L,G7?osi/. A<v A-c rJca •L!/S St o.✓j v/Jo.e> • CD!ca"'d LtTl("A/ - b. Are•there any off-site sources of emission or odor that.may affect your proposal? If so, • generally'describe. 14 o c. Proposed measures to reduce or-control emissions or other impacts to air, if any: 3. WATER- • " F,• . iY a. Surface Water: 1) , Is there;any surface water body on or in the immediate vicinity of the site (including year- • ;`. . ,::'ti:,'' "1:•1s > round and seasonal streams, saltwater,lakes, ponds,:wetlands)?• If yes;`describe type t:g 1, '•and''provide'names. If appropriate,state what stream or river it flows into. 5f/. c .4/027Tf PRoG)E7ZTY [✓hYFa . !Al* STE2f! �012-11.o0 01= 5fi • C5€i , Werz-ffao DEL! iC/C'n-7 ov A-0:A .r t LT.Qr -R 614 Rai)war) • 2 . Will the pro ect re'wire any work over in,' or adjacent to within'200 feet) the described r;..,.; s. 6z waters?'.'If:yes, please describe and attach available plans.'Ct k e-Es L,-''r 5,40,0v 5F of GA-+r✓Z£awr tal U)( TL +o ',A t 1?-e5-7012-- ua-) c�F 1'p;S�uic,: 1l, SF -R /t:Y it t-t 1.11.6rA-►t.o r...) biz V!a`'rc.,t p tial t;tlt.':1 c_ge-r4-now ctra ':1;1-4 1,30o SF t�kT1-100,,0, C5Ex Y•16n-moo b £ Per) 3) _: Estimate the amount of fill and dredge material that would be placed in or removed from surface: water or wetlands and indicate the area,of'the site•that would be affected. Indicate the source of fill material. n ter —0 ,Exk-&s c�T or Wplz.ox 8 ) yd3 LcI t U '$E mt-n.o V 'Ft-o•.N. -DX viert_bA-w�o µ t Ti Gf cm,t)A)/1?t"=S'Tn2 s1- 1 o ai Ct'kil• IA,tL'p E5'1l tKR-,z�n G-i r vP APPR-ox Z c. yet 3 (--1. a=5 C►stirii- • t 4 ou yd ) 4) ' Will, the proposal require surface waterywithdrawals or diversions? Give general description, purpose, and approximate quantities if known. 5) : :'."::;'Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. • t sot • f i Y 4,. f 1 r V. . ., Environmental Checklist, : 6) Does;the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. b. ,•Ground Water: '. 1) - --Wul.ground water be withdrawn,.or will water be discharged to ground water? Give • • ....general descriptions purpose, and approximate quantities if known. ° •,.;2) _.,:..Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for.example: Domestic sewage;”industrial, containing'the.following chemicals...; agricultural; etc.). 'Describe the general'size.of'the system;the-number of 'such systebhs, the number of housesilb be served (if applicable), or the number of animals or humans the system(s)'ar`e expected to serve. ,/'e 7)t 5 c M-09-e cam: PR•�-3 ec.T -/S . o Ai . .5 r�6� , c. ":'Water Runoff(including storm water): - • 1) - Describe-the source of runoff (including storm°water).:and.::methot.of.collection and •, =.;:disposal,if.any gnclude quantities, if known): Where will thie,•water flow? Will this water • flow into other waters, If so, describe. k,.,cf p t hd p C'CLu!o u.s 5 v 21 c,t3 - ;. (1 LI-L',.CTo 7111).014-4't1 N (o1d.)i0A-l.o7U ---P,=`TE�r0- ox1 (wC~r ?oi✓/O, ibt-"d halo; A.. S r fLa-‘ ,.'D R-44-1 Al' 5 Y 57e , 2) ;'- `'Could waste material enter ground or surface waters?.:If so,.generally describe. d.:;:.'..', Proposed measures to reduce or control surface, ground, and runoff water impacts, if zany:. 5 - 17 n-, c i) ii ,, i r,' ., u i ' ,.. 4•.•. . :PLANTS::1:,-% ;,:�•°s: ,� , ' , a. •,'':..Check or circle types of ve.etation found on the site: '✓''deciduous tree* = d-1iegen aspe other " . • - �- evergreen treedar pine, other � `shrubs V , - rass • .� , yr, • pasture crop or grain ' ' v ' wet soil plants: cattail,6ttercup)ulirush kunk cabbag OtneT) , r , ,,,; ;'. _, •' water plants:water lily, eel grass, milfoil, other , ;other types of vegetation , • , •g , I b: '.- What kind and amount of vegetation will be removed or altered? R ucti: or t tu- go'?05 E17 'RAIL 'Gc,'ti 5111-4)c j1 o t, •(5^alb ev ELc)i�1z 01Z w,. - CAN Si575 pF A Cr A•KEZ//Di2-7- p ,Ate,- 4-.'z1 .i, (a 2,4A—I iv/.Deg: co4/5J$'7S c F A ,�/✓aK °/C. /fir�/ALAI YA-nl ( /34-0-16Ki3e7Zie-� Cpi2.4-i 'C5 , /i,L,o t,•.leZ`_s);, I ZA-cEbuS YG—zr /rrne#v; 5 • . . . . . • - . . • • ' i V . Environmental Checklist • . 1, 41., . • . • ,. . , . • ' • C. - '-'-'. List threatened or endangered species known to be on or near the site. . 1 • No /c--7 / AiLN.,.. iti- . . . . . . , d. Proposed landscaping, use of native plants, or other measures to preserve or enhance . • vegetation on the site, if any: I• Iv•AbfknYe- 7'c-/-1-A(r5 73 7 -/i-4o91._ •. Pilt7201-1 CrbkIGCT -11.-1-C--r- 0177 47111 oot.l;11/..v G-77.-/17‘,6 A14.0 d rrs BL,Fr-Esia., . • .. , 13Lort417:— irF-." MO fill'iel-t-/-) .'D w-A4 A)A-6ie C-4-'A'r*,.. C5 Elz (.. 7-1.-A-e...)1-.) ., . • , -. ,,. ,:- , .,Fri ,17.pPat.nsvIrTvAgA.) jk-wio 1-1.Uri CrA--11.o Ad' 72,-6-1-3o/LT) 6: ANIMALS .h'i.,"''•.Y',..-], . . . .. .. . ,. . . . . . • • , a'.: '.'; f.:•Circle'any birds and.animals which have been observect.orror,near the site 43rare known • ' ' • ; . -- '1•tote.on,orne'ar the site: (see next page) - ,- ' :. -:, ,. .-!.: •'•,'Iy3 ,;4 °.,,,.; . , , . -, _•. ': • ••.,,f. ;-,!•:•,-:..,.., - , ... . . s . . . . • . .. , ; . . .. Bird:41M heron, eagl<slingbird;)other . • . Mamma si, ear, elk, beaver, other Fish: bass,salmon,trout, herring, shellfish, other ., .. . . . . ... . , . • . , . . . . . . , . . . • • . . . . , : . . .. .. 1 .. •• b. • • , .List any threatened or endangered species known to be on or.near the site. . . •• ' ' ' .,:; -' '1:14iii—.6--: •kutc.n....,A/ , . . '' . • . . . . • c. • Is the site part of a migration route? If so, explain ' ••,,•• . . . •:.i;:,.',,::.;:i.,,,:i.:.',i ,:..A/4,4/17 lit'"`"iv. ' 0 • ' ' ' • ,.., , •, , ' - t°•'i ... d. -Proposed measures to preserve or enhance wildlife, if any: . b 5 e- Vier]Va Ti.../hirs -a Gal 6.-- ..4.1,0-t., Tz.. i....,/,...Dt.4 ,1-- /A! ///774--./17-7-). .A." Z'-' -A,A-'0 I--;T -e,u v1=M1--4-.,, 1,u C./245P'i i9- Pi-A.4-'7 <r) ._.t&--5 , n ;112-c.)c•71..)02,A.c. 1)i a t:42.-s iTy I.A4,17.-riivt..1 qt.-4e- M t.-rt(..-dik-II 0.., A-scLe-A , C S 6". -- GL,e-rt_A-0.16 D it-t 14-6-7"Pc.). (2-rr 6. ENERGY AND NATURAL RESOURCES . .. . . ' ..„., a. ; What kinds,.0f,energy (electric, natural gas, oil, wood stove,isolar) will be used to meet . . • . :tho Completed 'Pe•oject's energy needs? Describe whether it will be used for heating, • , ,.. _manufacturing, etc. --L_L=:•-ci.q-j-z..tc._ Li cy-L6-1 A 14- Auo Al.931-924t. ants Fz,A. 141.9AT- - 10,-PD: Ictir..lteto, • • - . ,. . . . • . . . . • . . . . . . , . . . . Would your project affect the potential use of solar energy by adjacent properties? If so, . , generally describe. ... . •,, •• , Ida •,,, . . , . . . • ... .,. . , ... . •, ' .- i.:1',!•.,•':,....,.; ;;.... . • . • • , c. What kinds of energy conservation features are included in the plans of this proposal? • 0,,, • . List other proposed'ineasures to redu6e or control energy imbacts, if any: (2..t-T T MEET- PQ 4.3i2..6.1-te coo --5 of-- Joizts Di cm oi-/, . .. .. , . •,.. . . • , , 7. ENVIRONMENTAL HEALTH • . . 1 . . . .„ . . . ., .: ,• . , . . . • . . i . . V 6 ,... I Or, • • . a r - • I Ilfbl .. • Environmental Checklist` 1 a. .. Are there any environmental health hazards, including exposure to toxic chemicals, risk;.of,fire and explosion, spill, or hazardous waste, that could occur as a result of this (proposal? If so,describe. N U• } 1) Describe'rspecial emergency services that might be required. V 2) '_::;, .Proposed , measures to reduce or control environmental health hazards, if any: b. Noise '.... 1) - What types of noise exist in the area which may affect your project(for example: traffic,• equipment,-operation, other)? • 2) . What types and levels of noise would be created by or associated with the project on a ;...::short-term of a long-term basis (fur e)i$Inple:..trafftc,.construction,: operation, other)? Indicate what hours noise would come from the site. e,o,v57/2, ' c-t - ' '„/or 54—s ��JETiJJ Ef�1.� / A-- +Jc =J r p Cb.U5 .-7GZ1G,U Rc�l ' 3) .Proposed measures to reduce or control noise impacts, if any: .., .4`.V k/�3 f ` 'IiI • I II 8. LAND AND SHORELINE USE a.. c.:What is the current use of the site and adjacent properties? • Cc ,R-4 T V5G - e—,a61C41.ot,4-S ' CtL t�yr T ?Erz-1%>v� r�12C VA-C_Avta - A+S 'Ls t beW T1/AL b. Has the site been used for agriculture? If so,describe. kiJoietr • C. Describe any structures on the site.II . I - > `Z 5'To fit' 4- PLC c.IJ1T f . SAD/LA ere' -61)!L k)I w 4- • S .1fi l—F!c--L 0 i c E / /c4-4-sr / PR/61 7 S' (-2112-5• :s` .;.SIiVC�I,¢ LEVoZ lt-1 PLZ d. Will any structures be demolished? If so,what? ' • • • ' ; 4 "PLE--X wt714 5TOp-MTE AA Ci ) lE /''LG V e. What,i,sjh,e current zoning classification of$,he'site? '; 1Z—z4 Au 2—� • • I 1 f. . What is:the current comprehensive plan designation of the site? l'l�kNowN • I III' 7 Ri ` Y rt Environmental Checklist. ;;{ SVlq; i . li 1 'lit I''. 1 ; g. ;; , ti lf._applicable,what is the.current shoreline master program designation of the site? Ii/ ,/Lc AN o w.tf • • h. . •Has any part of the site been classified as, an "environmentally sensitive" area? If so, specify. G1�o • i:.':•_ „Approximately how many people would reside or work in the completed project? ' . ' V�tzin - L0 — . j. Approximately how many people would the completed project displace? 4 t a,L,t k. ` Proposed measures to avoid or reduce displacement impacts, if any: No xi L I. ::. : ,Propgsgd•measures fo_ensure the proposal is compatible with.existing:.and -projected ' ,land uses,and plans, if any: I. o u i E. l K �.T. 9. HOUSING.;_' a. Approximately how many units would be provided, if any? Indicate whether high, middle,'tir low-income housing. V '1 o Vky � N cr ' •b. 'Approximately how many units, if any, would be eliminated? Indicate whcther high, middle,or low-income housing. • c. ' ' Proposed measures to reduce or control housing impacts, if any: • iko,u 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. „_;Tytt L' T w-) c•�F ft-c Tu t3 L'•' �J 5 �c"t—�` f}-13 U �02 l�k �21�ct l�ftL t creiuc2 5 iLc 'C`• `�R.`et/t'r t Try Lcv, b. • What views in the immediate vicinity would be altered or obstructed?- I • C. Proposed measures to reduce or control aesthetic impacts, if any: • 2 rs 5S10,v 9t L✓�..�O 5 c/9-10 4- lac/9x/ 8 Environmental Checklist "' P'i 11. LIGHT AND.GLARE • a. What type of light or glare will the proposal produce? What time of day would it mainly occur? ., 4/E 1 4 • • i f�Y • b. . Could light or glare from the finished project be a safety hazard or interfere with views? /I/o • c. ;What existirg off=sife sources of light or•g'fare may affect your proposal? • • • ' r,, d. , , 'Proposed measures to reduce or control'light and glare impacts, if any: • Ale A/c 12. RECREATION.. • • • • Y .• a. ::•: <What designated,and informal recreational opportunities are in the immediate vicinity? Ie • • • b. .Would the proposed project displace any existing recreational uses? If so, describe. • c. Proposed measures to reduce or control impacts on.recreation,•including•recreation -. opportunities to be provided by the project or applicant, if any: J1/aA/o- 13. HISTORIC•AND CULTURAL PRESERVATION"" a. • Are there any places, or objects listed on, or proposed for, national'state, or local preservation registers known to be on or next to the site? If so, generally describe. /1/a • b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. 45 1 I ' c. Proposed measures to reduce or-control impacts, if any:' • • 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. l"f5 'i36T R rR-f-1 5 '. L.oC, -tip O N w i Lc._ 1Z c&A.d3-t N, • 9 • Environmental Checklist D" 'li" i I • • b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? U N c. • How many parking spaces would the completed project have? How many would the ,' project eliminate?" Zl 61' c c ti�> • Zed EL l K r;u • d. `Will the proposal require any new roads or streets,-or•improvements•to.existing.roads or • :StreetS, not including driveways? If so, generally.describe:(indicate whether public or • private?". t -� 1�a i3l C G-t —/Ad 5 7 c-L Cviu3 A..v ra Sic • it : . e; Willi=the `project use (or occur in •the immediate '.:vicinity-:of) -water;,:;rail, or air • • transportation? If so, generally describe. 140 I .G f. • How many vehicular•trips per day.would•be(generated:.by.the .completed.project? If • . known, indicate when peak volumes would occur.?c- • . ka_Ld e,,,i,rcy ,u f✓_ �ts-7 k1 w ,,"_A o c u i2 v kr 5 u v n► 5 lJ v,2l x)it c a> G L 5 44-i g. Proposed measures to reduce or control transportation impacts, if any: x1ordc 15. PUBLIC SERVICES 1 Would.the-project result in an increased need for•public services (for example: fire • protecttion, police protection, health care, schools, other)? If so, generally describe. l di /9-iz /,ili•! 9 S c • b. • ' Proposed measures to reduce or control direct impacts on public services, if any. • ilon/[" 16. UTILITIES =, - • a. .Circle utilities current 'able at the s'4112=P6NTEVII gas 427.11Z - ry elephon nary sewe septic system, of er. • 10 , Environmental Checklist r.•"> `• V y f' • b:,'' Describe`,;the:utilities that are proposed for the project, the utility providing the service, and the'general construction activities on the site or in the immediate vicinity which ; rs�g might be, needed. ?2(t5T2x'4- U7Zc_t776T T? i3 '. v5 ' C. SIGNATURE :I,.the:undersigned,._state that tb''the.best.of my knowledge the.:above information is:tru'e' and complete: . ;It;;is:understood .that the lead agencyy.may',withdraw any declaration of non- -.significance:.;that,,it";might.issue in .reliance upon this•checklist •should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent} ..'' ` ' n` Name Printed:" ��M A-_(v'"i" Sr 1-1 1-1 Date: J e"--'1 ,0 • • . • • , ;:�.".C;y'iiji( c•�'ii' I. ylr I . , r ' I fi r • . 11 lib • „.,. . . ..... • , 1Y,1 „ . ., . . . . . „ . . ., .• . Environmental Checklist '::' i. ' • ' . . . . D. . . SUPPLEMENTAL SHEETS FOR NONPROJECT ACTIONS . . . • - . -':... ..;.:... ...'. ..::. .".:.. .. .......... . - "• - . • . . . . (nidWittiedtg%u6cird6titsoviviiir Iiiika.ai6:tivii6itiMeoilidbribrir andon policies,i::.::,:iiiiii:iii::•::::ii:iiiimi ,,,,ii,,,,,,em,tiiiimi.,:iiii::.•,,,,,,,K:::::::,:::::i:i:i:::i*:,,,,,.,:aiiiiiii:iiiiiii :iii.::::::.ii:ii:::::iminiim.:: :iiiii,,,,:iii:iii:iiiiii?:i:mi :::::..::...::::::::::•::::.:::•.•:•::••• • i otogram:0:410:i.oittmanatofiltAiltilt)eagOigetsIcinproJe.arAdig.ns)mmiiiiiimiiiimimomommum , . , , ,. • . Because theeeAuestions are very general, it may be helpful to read them in conjunction v‘ith the . . . . list of the elements of the environment. • I . • . . • . ,,I.:. • ,.'. ‘-... .:.:' :.,.When'antifeiing'these:qUestions, be aware of the extent the proposal, or the types of activities . :. •'•,•-.'• .* ;!,1' .-likelytoleSultjroni the:propdsal,.would affect the item 'at a greater intensity or at a faster rate , ,: • , ---,.;:-.:., lhari iflieptipoSal were not implemented. Respond briefly and in general terms . • , „. . • .o 1. • , .How would the'PrOposal be likely to increase discharge.to water;;ernissionSto air;.production, , . '. . '... storage,'.brIelease of toxic or hazardous substances; or production•of-noise? . . . . • . • . ..„.. . • - •,, ' . . • , ., . • '. . . ... • ,•, . . •. -. • - . Proposed measures to avoid or reduce such increases are: . . . Pi' .... t . •. -, ,..•, , 2. • ; How would the proposal be likely to affect plants, animals, fish,.or marine life? ,.. , . . -• • . ._. .. • , , • *.-. '',• Proposed measures to protect or conserve plants,;animals,Ifish,-or marinefife.are . . ' : r' . 1 r , . . • . 3.• - ; How would the proposal be likely 1to deplete energy or natural resources? . • . - . . . . • •. - . „.,-:,,,-.-;:-.,.::*.,.:,•,' ,. ... ' • , . . . ,z.,., ,• ,'. • . . „. . • •. . ;Proposed measures to protect or conserve energy and natural resources are: , •„. . . , .. • „ . • .-, . ., ' . . • _:••.:..,:.•,:'-i.:::',: :: . . . .. ' . 4. , Hon', WOUld the proposal be likely to use or affect',environmentally sensitive areas or areas , • . • "- w$i', designated '(orefigible orunder study) for gbVemmental protection ; such as parks, wilderness, • ' • .,. wild -andi scenic' rivers, threatened or endangered species habitat; historic or cultural sites, . wetlande*,flood plains, or prime.farmlands? . • . , ' , -,.... - . . • . , . . . . , . • 1, . - PrOposed measures to protect such resources,or to avoid or reduce impacts are: _ ,.., ,. • 0, . . . * ' 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? I o . •. • . , . . .. • .. . - , Proposed measures to avoid or reduce shoreline and land use impacts are: . * . , . . . . . • . 7.' • i i r, ., ... . • 12., .. ,,. . ., . . . . • r 1 • , Environmental Checklist ' 6.. How would the proposal bp likely to increase d9 nands on transportation or public services and utilities? .Proposed measures to reduce or respond to such demand(s) are: 7. . . Identify,' if.possible, 'whether the proposal may conflict with local state, or federal laws or requirements for the protection of the environment. SIGNATURE I, the•undersigned, state that to the best of my knowledge the above information is true and complete. It is, understood that the lead .agency. may withdraw•any '.declaration. of non- significance that it-might issue in reliance upon this checklist should .there .be .any willful r;1 misrepresentation or willful,;lack of full disclosure on my part. Proponent:. Name Printed: • • Date: REVISED 9/94 y ' ;i.q(„ alit ;' • ,ti r. . , y l' 4 tr I I •, t I ta. • , I d�' , I• I 13 ( ) SADLER/BARNARD Et ASSOC. INC 31218 PACIFIC HIGHWAY SOUTH"J" FEDERAL WAY,WASHINGTON 98003-5496 PHONE(206)941-1599 FAX(206) 941-0869 May 22, 1996 Our Ref. : 96-0115 Page Two of Two LEGAL DESCRIPTION EASEMENT FOR INGRESS - EGRESS A 20.00 foot wide easement being 10.00 feet on each side of the following described centerline: Being a portion of the Southeast quarter of the Southeast quarter of Section 31 , Township 23 North, Range 5 East, W.M. , in King County, Washington, more fully described as follows: Commencing at the Northwest corner of Lot 1 , City of Renton Short Plat Number 068-87, as recorded under Auditor's File Number 8806219005, Records of King County, Washington; thence North 88°26 ' 48" West, 200 . 01 feet to the East margin of Talbot Road; thence South 00°58 ' 38" West, along said margin, 15.00 feet to the Point of Beginning; thence Southeasterly along a curve to the right, the center of which bears South 05°56 ' 50" West, 35 .00 feet distant, through a central angle of 84°54 ' 28" , an arc distance of 47. 13 feet; thence South 00°58 ' 38" West, 49 .20 feet, to a point of curvature; thence Southeasterly along a curve to the left, the center of which bears South 89°08 ' 30" East, 35.00 feet distant, through a central angle of 89°18 ' 18" , an arc distance of 49.20 feet; thence South 88°26 ' 48" East, 595.55 feet to the East line of said Lot 1 , and the terminus of said centerline. W� � I- EXHIBIT DRAWING . 4, ��l - FOR EASEMENT z 588'26'48"E 520.03' ` 3 1 30 m II - in co- 0 O . 0 0 I mi° 588'26'48"E 527.1g,' A=84 °54'28" LOT i I •I $ T.P.O. . R=35.00' B L=51.70'I _ i- 4 �' _ 38 6'48"E 200.01 N8B"26'48"W 1047.21' ' 462.04' It ill. 101IIIic EASE/ENT PER AFN.6175B14 11 N88'26'48"W o Co -„ I •I I SOO '58'38"W o LOT 3 :, o - 0 49.20' LOT 2• w w (LOT 1. RENTON SP NO.068-87) S U R U E I n c 14-- 0=89 °18'18 4 a I< ca o � - R=35.00' '" �� ;E � " N FOR: z `� L=54.55_ N88 26'48 W GURUWARA SINGH SAI 40' � — — _ 595.55' _ 5212 TALBC m RENTON, WA N88'26'48"W 200.01' o o PROPOSED 20' EASEMENT —, S ERB cco di Ed cr) N S ASSC�C WI LAND SW �'� L. B� m PLANNING e ' of L m 312fa PACIFIC h rtil 3 4;�R;'4. -.... -N- 4 N88'26'48"W 462.04' - (20 9, z SE 1/4of the SE 1/4 Sec. t i KING U .�� DWG. BY: DATE:CO NTY, rq . E.T.B 5/20 CHKD. BY: SCALE: a EXPrrEs 04/16/97 E.L.B._ 1"=1C 1"=100' I I VARIANCE REQUEST The congregation of the Gurudwara Singh Saba of Washington hereby apply for a variance to the thirty five foot maximum building height and the fifteen foot height limit for flagpoles. Justification- yI` 'r In traditional desigris'of the Sikh Indian religion, the lower floor of the structure is to be used for dining and meeting spaces, with bathrooms being located on this floor as they are not permitted to be on the same floor as the main worship area containing the'Holy Book'. Located above the dining facility is the main worship area. It should have doors to the four points of the compass, and should be large and airy with twenty to twenty five foot ceilings in the main worship area. Some structures have a room above the main entry for special occassions and adult education. This level is kept within the roof height of the main worship area. In the center of the main worship area is a Iar9le round skylite with a ten to twelve foot high dome above. The dome represents the Siklreligion similar t%the cross symbolizing the Christian religion. Unlike the Christian religion where the cross can be located in various,places, the dome;must be centered over the main worship area. AS a result of the high ceilings and the dome, this proposed structure will be approximately fifty five feet above the lower floor level, which is grade to the west,'and approximately forty two feet six inches above the main level, which is grade to the east. The traditional flagpole is fifty to sixty feet high. Again, the flagpole has significant meaning to the Sikh religion. The traditional' emblem of the Sikh faith is flown from this flagpole, thereby uniting it with all other Sikh Temples worldwide. The requested height of the flagpole is fifty feet. The flag pole will be located at the west edge of the building. At this location, the flagpole will be slightly shorter than the dome atop the Temple:- Denial of this variance will substantially effect the Idesign of the structure and place detrimental impact upon the religious traditions of the Sikh religion and this congregation. Without a new Temple, an undue hardship will be placed upon the congregation as they are outgrowing their present facilities. This variance will not be materially detrimental to the public welfare or injurious to the„property or improvements in the vicinity and zone in which it is located. The approval does not indicate a special priviledge inconsistent with the limitation upon other properties in the vicinity. This requested variance is the minimum required to accomplish the desired project. I . • r.�FVED • `Y 28 .1996 DEVEw ,,. r�1-01NING CITY OF RENTON /*VC r IY. GRADE AND FILL PERMIT APPLICATION • • Project Narrative Location and Size- This proposed project is located at 5212 Talbot Road South in the City of Renton Washington on a parcel of property approximately 268,926 square feet ( 6.17 acres ) in size. Current Use- The property is currently, being used for religious pgrposes ( CUP in 1987 ) and residential purposes as follows: -There is a residential four-plex building with a small storage shed on the north portion of the property. These structures will be removed during construction. -There is a split level structure ( 3670 sf ) currently being used for classrooms, kitchen/dining, office space and Priest's quarters. This structure will remain after construction of the new temple. -There is a single story building currently being used as a worship facility ( temple ). This structure will be removed upon completion of the new temple. Other existing improvement's;rconsist of street right-of-way improvements made in compliance with the conditional use permit granted in 1987. Special Site Features- This property increases in elevation from west to east at an approximate rate of 14%. There are identified wetlands areas along the north property line and the east property line. A wetlands mitigation and restoration plan is,included in this packet • Proposed Use- • The intent of the applicant is to continue using the property for Religious purposes. Proposed Construction Dates- The construction of the site work and wetlands restoration is intended to be accomplished during the dry season of 1996. Proposed start date is upon issuance of the Conditional Use Permit and issuance of a grading permit. No schedule has been completed to determine the ending date. Estimated quantities of materials involved are as per plan. Material types are as per geotech report. Hours of operation are estimated to be between 7 AM and 5 PM Monday through Friday. There has been no hauling/transportation routes identified at this time. This would be handled by a • Subcontractor. Measures to minimize dust, mud, noise and other noxious,characteristics are noted on the plan. The Drainage Control Plan is included as a separate part of the Conditional Use Permit Application. The Rehabilitation Flan is covered in the Landscaping Plan and the Wetlands Mitigation and Restoration Plan. The Construction Mitigation Plan is addressed in the narratiMPTaiariNiglii% document. MAY Z 8 1996 r+ DEVELOP Is..:', - vrvi:li�G (MA O i- ry.Cl*i ,s I t:a. .�..—. ! fly -• Y J CONDITIONAL USE PERMIT APPLICATION- . .• Project Narrative Location and Size- This proposed project is located at 5212 Talbot Road South in the City•of Renton Washington on a parcel of property approximately 268,926 square feet(6.17 acres ) in'size. Current Use- The property is currently being used for religious purposes ( CUP in 1987 ) and residential purposes as follows: -There is a residential four-plex building with a small storage shed on the north portion of the property. These structures will be removed during construction. -There is a split level structure ( 3670 sf ) currently being used for classrooms, kitchen/dining, office space and Priest's quarters. This structure will remain after construction,of the new temple. r n" i•I, -There is a single story building currently being used as a worship facility ( temple ). This structure will be removed upon completion of the new temple. Other existing improvements consist of street right-of-way improvements made in compliance with the conditional use permit granted in 1987. airy I ' Special Site Features- • This property increases in elevation from west to east at an approximate rate of 14%. There are identified wetlands areas along the north property line and the east property line. A wetlands mitigation and restoration plan is included in this packet. (Ind 6 ) View Obstruction- ' The proposed loca°tibh•and design of this structure is snot projected to block'any views of any existing or potential structures on adjoining properties. Project Name- The project name of this proposal will be The Gurudwara Singh Saba of Washington Temple. Proposed Use- The intent of the applicant is to continue using the property for Religious purposes. °" f r .) Scope'of Proposed Improvements- ,it� w FG4'''6t OJc �w The proposal consists of building a new structure for religious worship purposes.to meet th` iVii;siviv/41, needs of a growing Sikh Indian population. The building will have approximately 22,000 gross square feet 6f floor space on three levels. ( Lower• and main levels approx. 10,000 sf each and upper level approx. 2,000 sf ) This structure will have a kitchen and dining facilities, offices, classrooms and bathrooms on the lower level. The main floor will be for worshipping only, in compliance with their'religious traditions. The upper floor will be used for adult classes. The 'building will be recessed into the hillside similar to'a daylite basement structure. The height` • above the finished grade will be fifty five feet (55) on the lower level front ( west side ) and'forty two feet six inches ( 42.5 ) on the main level rear ( east side ). This height includes an • + approximate twelve ( 12 ) foot high dome at the center of the building,.. This dome is a very significant religious symbol. A fifty ( 50 )foot flag pole ( also with significant religious meaning ) is included within this height. Traditional colors of a white body with gold and blue trim will be . used with this structure. Parking to accomddate 200 0'219 vehicles will be constructed in a terraced method beginning at the front edge of the building and going eastward to the rear of the building. There will be no new parking in front of this building. The landscaping plan ( Ind 22 ) will provide sight and sound buffers to this parking. Parking and building will cover approximately 39% of the lot with the balance in landscaped and natural vegetation. An extensive perimeter landscaping plan with a wetlands mitigation/restoration plan will provide a very aesthetically pleasing site. • 'The single access to this'siteNtias designed to'allow'a more gentle slope to the building and parking, primarily for access by emergency vehicles. The location of the building and drive through enhances the single access design. Quring construction of the new Temple, an existing:,four-plex and storage+shed will be removed, as they do not lend themselves to the intended use of this property. ( This lot was purchased by the Gurudwara Singh Saba of Washington in 1995 for this expansion project ) Likewise, the building housing the current worship room will be,removed, as its function will be transferred to the new Temple.. Proposed on-site utilities improvements will include a fire hydrant near the west side of the building, a new six or eight inch sewer line with manhole and a grease interceptor in line with the kitchen. Existing utilities will be extended to the new structure. Off-site Improvements- Off-site utilities improvements will include a new manhole in Talbot Road'South for the sewer connection and installation of a new twelve inch water main across the full frontage of the lot. Other improvements will include curb, gutters and a sidewalk along that portion of property abutting Talbot Road South that is currently undeveloped and installation of street lighting to meet City of Renton requirements. Other considerations- , v The current easement for access and utilities to the property on the east of this project is being processed for removal or relocation. The owners have petitioned the City of Renton to abandon their portion and,are working the the adjoining property owner to move the access to follow the proposed southerly drive and through the parking lot. + i MV .' + Justification for Conditional Use Permit- ., The existing buildings have been used as a religious services center for the Gurudwara Singh Saba of Washington under a Conditional Use Permit since 1987. This request is to grant a Conditional Use Permit to,constrwct a new modern fagiAity at the same location so they may meet the needs of their growing congregation. r In reviewing the purpose of the Comprehensive Plan, this project seems to meet the intent of the plan. It improves the physical environment of the site by replacing some older structures that are beginning to show age and deterioration. Also included is an enhanced-arid enlarged parking lot that will remove current potentially hazardous street side parking that is evident during worship hours. This project improves the social environment by providing a more functional, beautiful and efficient setting for human activities. • r` While the current location is the only site for worship services of the Sikh religion in this region, it will not be a detrimental overconcentratibn of this use. Having been granted a Conditional Use Permit in 1987, this congregation has developed a good rapport with their neighbors. As their size has grown over the years, they now have means and a desire to construct a new facility in which to worship., The design of the new facility is in keeping with the traditions of the Sikh religion, its colors;'shape and size being similar to facilities elswhere in the world. By implementing the proposed landscaping plan, this facility will be the attractive feature in this area, thereby creating an enhancement to the neighborhood. In,conjuntion with building a new worship facility the congregation is willing to allow use of the building for community social events. Specific Compliance Criteria- Lot : Coverage-. The existing structure that will remain and the proposed structure will cover appriximatelly 12,510 square feet. The proposed parking'layout with drives and entry will cover an additional 93,564 square feet with impervious surface. Total coverage is 106,074 square feet, equating to a 39% lot coverage. 'Yards- Per development standards of the Convenience Commercial Zone, the front yard must be a minimum of fifteen feet when the building is over twenty five feet high. The proposed location is one hundred fourteen feet from Talbot Road South, thereby meeting this requirement. Side and rear yards are not required except for landscaping, which requires fifteen feet landscaping or five feet obscuring landscaping and a six foot high barrier on sides abutting residential uses. The north side proposes seventy two feet of landscaping and the south side proposes five to eight feet of landscaping and a six foot high solid barrier. Height of Structure- The proposed structure exceeds the thirty five foot height limit of the CC Zoning. A variance application to exceed this height is inplpded in this packet., Fven though the height exceeds the ,limit, it is not anticipated any sight lines from adjacent buildings will be obscured due to the distances from the property lines and other buildings. • Compatability- The proposed structure will be set into the slope of the lot to lessen the impact of its size. This coupled with the size of the lot will allow the structure to be in scale with the neighborhood. By using a 'Dryvit' stucco siding, the structure is compatible with upscale residential structures. ; YV V iW , I7 Parking- Parking is designed in a terraced layout to the sides and rear of the structure. This layout is the most practical to fit the slope of the lot. Parking could not be designed under the building without raising the building above the ground to a point it would not fit the site. By using interior parking lot landscaping, the impact of the parking will be reduced. Traffic- The traffic impact from this proposal on the surrounding area will be lessened, as we will be providing on-site parking forvehicles currently parking on the side of the street. As this is a current use facility, there is no anticipated immediate increase in traffic. Noise and Glare- There is no anticipated increase in noise with this proposal. As the site is currently being used for worship services, there will be no immediate.increase in activity. The proposed landscaping will add to noise reduction. With utilizing large overhangs around window areas, ther should be no reflected light glare with this proposal. The stucco siding lends itself to light dispersion rather than reflection. a + it + I 'i`• Refuse Storage- the refuse storage and recycling area is being contained behind a solid five foot wall with a gate opening towards the side parking and a retaining wall that blocks any direct views. Landscaping- A landscaping plan and wetlands planting plan has been included int this proposal. ( Incl Z and - ) Public Improvements- As the 'site is currently being served adequately, ther is no anticipated impact on the current public utilities and services. • I'I I + I I + , i • • yy. 17 **************************************************************** City of Renton WA Reprinted: 05/29/96 11 :47 Receipt **************************************************************** Receipt Number: R9602591 Amount : 1, 225 . 00 05/29/96 08 :29 Payment Method: CHECK Notation: GURUDWARA, 1920 Init : JB Project #: LUA96-061 Type: LUA Land Use Actions Parcel No: 312305-9073 Site Address : 5212 TALBOT RD S Location: 5212 TALBOT ROAD SOUTH Total Fees : 3, 980 . 12 This Payment 1, 225 . 00 Total ALL Pmts : 3, 980 . 12 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0011 Grading & Filling Fees 1, 000 . 00 000 .345 . 81. 00 . 0012 Lot Line Adjustment 225 . 00 1 **************************************************************** City of Renton WA Reprinted: 05/29/96 08 :30 Receipt **************************************************************** Receipt Number: R9602591 Amount : 1, 225 . 00 05/29/96 08 :29 Payment Method: CHECK Notation: GURUDWARA, 1920 Init : JB Project # : LUA96-061 Type: LUA Land Use Actions Parcel No: 312305-9073 Site Address : 5212 TALBOT RD S Location: 5212 TALBOT ROAD SOUTH Total Fees : . 3, 980 . 12 This Payment 1, 225 . 00 Total ALL Pmts : 3 , 980 . 12 Balance: . 00 ************************************************************.**** Account Code Description Amount 000 .345 . 81 . 00 . 0011 Grading & Filling Fees 1, 000 . 00 000 .345 . 81 . 00 . 0012 Lot Line Adjustment 225 . 00 *********]t 7t***************************************************** City of Renton WA Reprinted: 05/10/96 14 :48 Receipt **************************************************************** Receipt Number: R9602241 Amount : 2, 755 . 12 05/10/96 14 :46 Payment Method: CHECK Notation: GURUDWARA, 1909 Init : JB Project #: LUA96-061 Type: LUA Land Use Actions Parcel No: 312305-9073 Site Address : 5212 TALBOT RD S Total Fees : 2, 755 . 12 This Payment 2, 755 . 12 Total ALL Pmts : 2, 755 . 12 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0006 Conditional Use Fees 2, 000 . 00 000 .345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0019 Variance Fees 250 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 5 . 12 5 • PRELIMINARY DRAINAGE ANALYSIS FOR THE I� GURUDWARASINGH SABA CHURCH Renton, Washington. April 19, 1996 .vxx,m, Alle' ®J 49t;yy 1 Ci '4 w T?'wr Jo. N . ES /0 OF WAsy K �. �li 1 10 fr kin t III / r'.06 cP,/ I'I� Ci SS E� /0NAL EXPIRES:3/1 2/97 Job No.: 96-046 SEGA Engineers/ /Structural& Civil Consulting Engineers 22928 SE 312u'ST (360)886-1017 Kent,WA 98042 Copyright 1996,SEGA Engineers I 11, c1-1 • PRELIMINARY DRAINAGE ANALYSIS FOR THE GURUDWARA SINGH SABA CHURCH SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. RENTON, WASHINGTON April 5, 1995 Introduction • This portion of the analysis is included to give a brief overview of the project and a description of the existing storm drainage system on and off the site. For this analysis two site visit(s) were made to note the condition of the existing drainage system. Field observations were completed on April 8, 1996. The proposed project involves the construction of a new temple building, parking facilities, and associated improvements. The project also involves demolition of a two existing buildings. Existing site topographic maps, U.S.G.S. maps, City of Renton Storm Drainage maps, and a field investigation were used to determine the existing drainage configuration. Proposed Site The proposed Sikh Temple is located on Talbot Road approximately 1/4 mile north of the intersection of S 55th Street and Talbot Road, in Renton,Washington. The site is approximately 4 acres and is currently developed with two existing temple buildings, a private residence, landscaping, a paved parking lot and a grass area used for parking. The new temple building will be located at the west central portion of the site. An existing residence on the north side of the site and the eastern most temple building will be demolished and removed. Approximately 64,000 sf of new paved parking lots will be constructed on the north, south and west side of the new Temple building. The existing church parking lot(approximately 20,000 sf). will be re-graded to match new grades. • Existing Drainage Conditions Surface runoff from the existing site is conveyed to a storm drain system located on the temple grounds. Surface runoff from the parking lot is collected in catch basins and conveyed to the existing 12-inch storm sewer at the southwest corner of the existing parking lot. Flows are then conveyed into an underground detention system located at the southwest corner of the site. Runoff from the detention pipe is conveyed into a swale that flows southerly along Talbot Road. Approximately 120 feet south of the site, runoff enters a culvert that crosses Talbot Road • from east to west and discharges into a wetland area. Two well defined drainage channels convey storm water off-site from the area to the east of the site. The southern most channel conveys storm water from uphill areas and a well house that Gurudwara Singh Saba Church. Preliminary-Drainage Analysis. is located at the south eat corner of the site. Flows in this channel are conveyed into an 8-inch ductile iron pipe that connects to the existing storm water collection system on the site. The northern swale conveys flows from the uphill areas to the east of the site. The tributary area for both of these swales is approximately 7.35 acres. This area is wooded and slopes to the west at about 7%. An existing wetland is located at the southeast end of the site. This wetland has been delineated by wetland consultants and is approximately 0.28 acres. The wetland is located on a hillside with slopes to 7%. A portion of the wetland (approximately 0.10 acres) will be removed as a result of this project. To mitigate this a new wetland area (approximately 0.12 acres) will be constructed on the east side of the site. Method of Analysis Drainage calculations were performed using methods described in Chapter 3 -- Hydrologic Analysis, of the King County Surface Water Drainage Manual. Peak runoff rates for the pre- developed and post developed conditions were calculated using the Santa Barbara Urban Hydrograph Method. The Water Works design program by Engenious Systems was used to develop peak runoff rates for the various hydrographs. King County Drainage Manual-- Core Requirements Core Requirement#1. Discharge at the Natural Location: • Runoff in the area of the proposed building addition currently discharges into a series of ditches and storm drain pipes that convey flows southerly along the east side of Talbot Road. Approximately 120 feet south of the site, runoff enters an 18-inch storm drain pipe that crosses Talbot Road from east to west and discharges into a wetland area. The proposed development will in no way divert or change the location of the existing surface water discharge point. Runoff from the proposed development will be tight-lined into the existing on-site conveyance system and will be routed into a new two cell combination detention/wet pond. Storm water will be conveyed from this facility into a new storm drain system that will be constructed along the east side of Talbot Road. Runoff will be discharged into an existing ditch just south of the site. These flows will continue to drain south in the • existing ditch to the storm drain pipe that crosses Talbot Road. The existing drainage swale that carries flows from the area to the east of the site will be routed into the new conveyance system in Talbot Road and conveyed into the ditch to the west of the site. The combination detention/wet pond facility will be designed to discharge peak flows from the developed site from the 2-yr., 10-yr. and 100-yr. 24-hr. storms at the pre-developed flow rates (refer to Core Requirement#3). Runoff from the entire area of development will be routed into the detention facility. Runoff from the areas to the east of the development will be diverted around the site and routed into the new off-site conveyance system along Talbot Road. There should no significant adverse impacts to the downstream properties. 2 - Gurudwara Singh Saba Church. Preliminary Drainage Analysis. • Core Requirement#2. Off Site Analysis: There is approximately 7.35 acres of upstream area tributary to the site. Runoff from this site currently discharges into two swales located on the site. Runoff from the entire site is currently conveyed in these swales to the series of ditches and culverts that are presently located along Talbot Road. From these ditches flows are conveyed to the storm drain pipe that crosses Talbot Road to the west and discharges into a wetland area on the west side of the roadway. The proposed conceptual drainage system will intercept the off-site flow and route it into the existing channel to the north of the development. The runoff will be conveyed westerly through the channel into the new storm drain system at Talbot Road. This storm drain system will convey flows to the existing ditch west of the site. Currently there is no evidence of any drainage problems that may exist in the project area, nor are any drainage problems predicted after development. The level I downstream analysis indicated that downstream conveyance system appeared adequate. At the time of our field investigation there was no evidence of flooding in the storm drainage system Core Requirement#3: Runoff Control: The existing site contains approximately 28,300 square feet(0.65 ac) of impervious area. After development, the new impervious area will be about 95,800 square feet (2.20 ac), resulting in a net increase of 67,500 square feet of impervious area. The proposed developed site will contain 60% impervious area and 40% pervious area. The drainage analysis indicates that the pre- developed condition peak flow for the 100-yr., 24-hr storm is 1.83 cfs, and the post-developed condition peak flow for the 100-yr., 24 hour storm is 2.52 cfs. Since the increase in the peak runoff for the 100-yr. storm event exceeds the 0.5 cfs threshold per King County SWDM, on- site storm water detention will be provided for this project. The detention pond will be constructed at the west end of the site near the entrance driveway. The maximum storage elevation will be 149.0 feet (100-yr., 24-hour storm event). Discharge from the detention system will be controlled by an outlet device with three orifices that will be sized for the controlled discharge rate requirements of the 2, 10 and 100 year storm events. The bottom orifice will be 5.58 inches the second orifice will be 5.13 inches and the third orifice will be 5.25 inches. The detention pond will provide 2 feet of live storage. The wetpond portion of the basin will have a minimum depth of three feet for water quality treatment. The proposed pond will provide an additional one foot of dead storage for sedimentation. A 10-foot emergency spillway will be constructed at elevation 149.5. The King County SWM requires a 30 percent safety factor for the detention pond volume. Detention for the site will be provided by a two cell detention pond that will provide approximately 6,680 cf of detention capacity. The required volume for the site is 4,050 cubic feet. The proposed pond will have a safety factor of 1.65. Computer generated hydrographs for the developed site were routed through the proposed detention pond and control manhole to determine the capacity of the proposed system. The 3 Gurudwara Singh Saba Church. Preliminary Drainage Analysis. results of the routing analysis indicate that the proposed system meets current requirements.- - See results of hydrograph routing analysis below: Table 1 Hydrograph Routing Storm Event Existing Peak Developed Peak Storage Peak Outflow Inflow Inflow Required (cf) (cfs) (cfs) (cf) 2-yr. Storm 0.61 1.09 1,720 0.61 10-yr. Storm 1.16 1.76 2,927 1.16 100-yr. Storm 1.83 2.52 4,063 1.83 As shown in the table above, the proposed pond and outlet control manhole with orifice riser • will provide sufficient detention capacity. A 3-feet high (maximum) retaining wall will be constructed along two of the sides of the detention pond. A guard rail will be placed along the top of the wall. The other two sides of the pond will be sloped at 3:1 maximum. The pond will be constructed in a driveway island and will be accessible from all sides. The maximum length from the driveway to the center of either cell is 30 feet. Since access for maintenance can be from the adjacent road, a standard maintenance access road into the pond will not be provided. Water Quality Control: Approximately 1.55 acres of new impervious vehicular parking and driving surface will be created as a result of this project. Therefore, water quality treatment will be provided for the new impervious surfaces. Physical constraints on the site make construction of a biofiltration swale very difficult. A combined detention/wet pond will be provided for water quality control. The King County SWM requires that the area provided for water quality be at least 1 percent of the new impervious surface area and that the volume provided for water quality be 1/3 of the runoff volume for the 2-yr.-24 hour storm event for the new impervious surface area. The required water quality treatment surface area is 700 square feet and the water quality storage volume was determined to be 3,300 cubic feet. The wet pond will provide approximately 4,100 cubic feet of water quality storage and will have a surface area of approximately 3,000 square feet. A 1-foot deep sediment storage collection area will be provided at the wet ponds. • Core Requirement#4: Conveyance System: The proposed on-site conveyance system will consist of a roof collection system, parking lot catch basins, and an underground storm sewer system that will carry flows to the detention basin. The proposed conveyance system will be sized to carry flow from the 25 year storm event. Since the design drainage basin is less than 25 acres, and the time of concentration is less than 100 minutes, the capacity of the conveyance elements will be determined using the Modified Rational Method as described in SWDM Section 4.3.3. 4 Gurudwara Singh Saba Church. Preliminary Drainage Analysis. The existing channel on the nortltside-of the site was sized to determine the required cross section for carrying flows from the uphill areas. The results of the sizing show that a 1.5 foot deep channel with 3:1 side slopes will have sufficient capacity to carry flows for the 25-yr storm, and will not crest during the 100-yr. storm event. Core Requirement#5:Erosion & Sedimentation Control Plan: A temporary erosion and sediment control plan will be prepared for the site to reduce the risk of erosion or sediment laden runoff leaving the site. We recommend the following measures be taken: • A silt fence shall located along the west side of the new parking along the frontage with Talbot Road. The fence should be extended approximately 120 feet east along either side of the development area. • Temporary drainage interceptor ditches with rock check dams placed at 50 foot intervals should be constructed to convey runoff from the uphill areas of the site into a temporary sedimentation pond to be installed in the location of the proposed detention/wet pond facility. • The temporary sedimentation pond should be equipped with a cone riser and gravel filter and will be connected to the new storm drainage conveyance system. When construction is completed the pond will be cleaned of silt and debris and converted into the detention/wetpond facility. • Existing catch basins will be fitted with filter fabric to prevent sediment from entering the storm drain system. • New catch basins will be fitted with a filter BMP as pavement is installed. • The site should be monitored and additional BMP's implemented, if necessary, as construction continues. • The project construction drawings will include the City of Renton Standard Construction • and Erosion Control Notes. These notes address the additional T.E.S.C. BMP's that may be necessary. Core Requirement#6:Maintenance and Operation: A maintenance and operation requirement for private facilities will be provided per the King County SWM. Core Requirement#7:Bonds and Liability: Bonding will be provided per the King County SWM. Special Requirement#5: Special Water Quality Controls: The proposed drainage system will drain into an existing wetland area. Special water quality controls will be provided for the project. The combined detention/wet pond will be sized to meet the King County SWM requirements for special water quality controls. See Core Requirement#3: Runoff Control: above. 5 Gurudwara Singh Saba Church. Preliminary Drainage Analysis. Summary - _Our investigation indicated that there is no record of any drainage problem within the 1/4 mile downstream conveyance system. The proposed development will not divert runoff from the natural existing location. A detention/wet pond facility will be constructed to controlrelease rates from the site for the 2, 10, and, 100 year storm events. The proposed expansion is in compliance with the City of Renton drainage codes and the King County Surface Water Design Manual. There is no evidence of any drainage problems that may exist in the project area, nor are any drainage problems predicted after development. The Level I downstream analysis indicates the conveyance system appears adequate and there was no evidence of any bank sloughing or erosion. 6 -- 1 - Hydrograph Input Worksheet Project: S 1 k-1 ( G r✓1 e • �.. Drainage Basin Identification(5 char): 2'i:sJ r- re Ib 1.r'-D re- I 0 0 Lr-p r e. J Description(30 char): Pre_ - Do ✓P_ I c?Zc) Si I-P— t Total Area: 3, 60 Precipitation: (50%)2yr 2yr 0 5yr 10yr 2 . I 25yr 50yr 100yr 3, Hydrograph Numbers: (50%)2yr . 2yr 5yr 10yr 25yr 50yr 100yr Time of Concentration: length slope surface type "n"value time '300 G Grass Graves / 0•/3 rJ, go 6.6 Grass • :•� 1 Total Travel Time: 1 7. q I Pervious Area: 3.O 3 Impervious Area: 0 • 6 5 Curve Number: (pervious) (impervious) g 8 Land Use:. Grass arFI� , e— avecJ RoaGfs Crct55 Hr2cti. f J Soil Type: /41eferwGnrl Hydrologic Soil Group: C CPL Job No. `76. 006G- 0/ - l Date: Li//7/i1‘ t• 217 PINE STREET•SURE 520 •SEATTLE.WA 96101 •P:206/343-0460 •F:206/3435691 Hydrograph Input Worksheet Project Si k L w► Drainage Basin Identification(5 char): 2;r -rlc✓ / /6.r �A // ADO 08-/ Descizption(30 char): L2 v. Total Area: 3. 4 R Precipitation: (50%)2yr 2yr 2, 0 5yr 10yr 2.5 25yr 50yr 100yr 3 .1 .Hydrograph Numbers: (50%)2yr . 2yr Syr 10yr 25yr 50yr 100yr Time of Concentration: I length slope� surface type "n"value time • � � Z 6 5 % 1 C/maser v/vel O,O/ /o_m,n C a • r-, 1 Total Travel Time: /v 011,') Pervious Area: ' A G. Impervious Area: 2. 2 6 R G Curve Number: (pervious) E.- (impervious) 9 Land Use: /arK fie.t. .) I�vr 1•/11., La aprn� 1 , , Soil Type: A-/G`rm -)nel o Y-1 Hydrologic Soil Group: • CPL Job No. 96 -co6c- di -d l ) Date: y//7//16 217 PINE STREET•SUITE 523 •SEATTLE.WA 98101 •P:236r43-0460 •F:206r435691 C 4/16/96 5 : 53 :34 pm page 1 BASIN SUMMARY BASIN ID: 100yr-dv NAME: 100-YR DEVELOPED SITE SBUH METHODOLOGY TOTAL AREA • 3 . 68 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 1.48 Acres 2 . 20 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 300 . 00 ns: 0 . 1500 p2yr: 2 . 00 s : 0 . 0660 TcReach - Shallow L: 280 . 00 ks : 11 . 00 s : 0 . 0660 PEAK RATE: 2 . 52 cfs VOL: 0 . 97 Ac-ft TIME: 480 min BASIN ID: 100yr-pr NAME: 100-YR PRE DEVELOPED SITE S13UH METHODOLOGY TOTAL AREA - 3 . 68 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 3 . 03 Acres 0 . 65 Acres TIME INTERVAL • 10 . 00 min. CN • 85 . 00 98 . 00 1 TC • 17 . 91 min 17 . 91 min ABSTRACTION COEFF : . 0 .20 TcReach - Sheet . L: 300 . 00 ns : 0 . 1300 p2yr: 2 . 00 s : 0 . 0660 TcReach - Shallow L: 280 . 00 ks : 13 . 00 s : 0 . 0660 PEAK RATE: 1 . 83 cfs VOL: 0 . 80 Ac-ft TIME: 480 min BASIN ID: 10yr-dev NAME: 10-YR DEVELOPED SITE _ SBUH METHODOLOGY TOTAL AREA • 3 . 68 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2 . 90 inches AREA. . : 1 .48 Acres 2 .20 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 98 . 00 1 TC • 10 . 00 min 10 . 0.0 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s :.0 . 0660 TcReach - Shallow L: 280 . 00 ks :11 . 00 s : 0 . 0660 PEAK RATE: 1. 76 cfs VOL: 0 . 68 Ac-ft TIME: 480 min BASIN ID: 10yr-pre NAME: 10-YR PRE DEVELOPED SITE SBUH METHODOLOGY TOTAL AREA • 3 . 68 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION 2 . 90 inches AREA. . : 3 . 03 Acres 0 . 65 Acres TIME INTERVAL 10 . 00 min CN • 85 . 00 98 . 00 0 TC • 17 . 91 min 17. 91 min ABSTRACTION COEFF: 0 ..20 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0660 TcReach - Shallow L: 280 . 00 ks : 11. 00 s :,0 . 0660 . PEAK RATE: 1. 16 cfs VOL: . 0 . 52 Ac-ft TIME: 480 min 1 4/16/96 5 : 53 :34 pm page 2 . BASIN SUMMARY BASIN ID: 2yr-dev NAME: 2-YR DEVELOPED SITE SBUH METHODOLOGY TOTAL AREA • 3 . 68 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 1.48 Acres 2 .20 Acres TIME INTERVAL • 10 . 00 min CN • - 86 . 00 98 . 0U TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0660 TcReach - Shallow L: 280 . 00 ks :11. 00 s : 0 . 0660 PEAK RATE: 1 . 09 cfs VOL: 0 .43 Ac-ft TIME: 480 min BASIN ID: 2yr-pre NAME: 2-YR PRE DEVELOPED SITE SBUH METHODOLOGY TOTAL AREA • 3 . 68 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE - TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 3 . 03 Acres 0 . 65 Acres, TIME INTERVAL 10 . 00 min CN • 85 . 00 98 . 00 TC. .. . . : 17 . 91 min 17 . 91 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0660 TcReach - Shallow L: 280 . 00 ks : 11. 00 s : 0 . 0660 PEAK RATE: 0 . 61 cfs VOL: 0 .30 Ac-ft TIME: 480 min 4/18/96 4 : 15 : 36 pm page 1 STAGE STORAGE TABLE CUSTOM STORAGE ID No. D-POND1 Description: DETENTION POND 1 STAGE <----STORAGE----> STAGE c----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 147.00 0.0000 0.0000 147.60 2004 0.0460 148.20 4008 0.0920 148.80 6012 0.1380 147.10 334.00 0.0077 147.70 2338 0.0537 148.30 4342 0.0997 148.90 6346 0.1457 147.20 668.00 0.0153 147.80 2672 0.0613 148.40 4676 0.1073 149.00 AV6680 0.1534 147.30 1002 0.0230 147.90 3006 0.0690 148.50 5010 0.1150 147.40 1336 0.0307 148.00 3340 0.0767 148.60 5344 0.1227 147.50 1670 0.0383 148.10 3674 0.0843 148.70 5678 0.1303 .416 6 6 gv cf. 570YLA°E i�zov/DED yo 5 b GF 57012A6E RsQu,RED S ��� 6G �a = /, �S 7 / 3 - re5 ev-I �Gr FaG�or [gyp 5 0 b • 56(J02 f • 1 4/18/96 4 :15 :36 pm _ _ _ _ _ _ _ page 2 DISCHARGE STRUCTURE LIST - COMBINATION DISCHARGE ID No. NEW-COMB Description: NEW COMBINATION ORIFIC/RISER Structure: NEW-ORIF Structure: Structure : NEW-RISR Structure: Structure: MULTIPLE ORIFICE ID No. NEW-ORIF Description: NEW MULTIPLE ORIFICE Outlet Elev: 147 . 00 Elev: 147 . 00 ft Orifice Diameter: 5 . 5840 in. Elev: 147 . 60 ft Orifice 2 Diameter: 5 . 1328 in. Elev: 148 . 00 ft Orifice 3 Diameter: 5 . 2500 in. RISER DISCHARGE ID No. NEW-RISR Description: NEW RISER Riser Diameter (in) : 12 . 00 elev: 150 . 00 ft Weir Coefficient . . . : 9 . 739 height : 150 . 50 ft Orif Coefficient . . . : 3 . 782 increm: 0 . 10 ft 4/18/96 4 : 15 : 37 pm page 3 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE PEA 0.r1 < DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) evs 2 YEAR STORM 0.61 1.09 D-POND1 NEW-COMB 147.51 1 1715.01 cf 0.6 I 10 YEAR STORM 1.16 1.76 D-POND1 NEW-COMB 147.87 2 2909.53 cf 1. 14 100 YEAR STORM 1.83 2.52 D-POND1 NEW-COMB 148.21 3 4045.09 cf , 8'3 SEGA Engineers PROJECT _s 1 ill/ 7 L£ / Structural & Civil Consulting Engineers ''�� JOB NO. g(, ., FIGURED BY 22928 SE 312th ST • Kent, Washington 98042 - � _ (360) 886-1017 • Fax (360) 886-1016 - CHECKED BY DATE1141/gV SHEET-- OF Wiero-rc MLr7y A c 1/oLt. iE \JErPoNp ,R 4 I� QF WE V1/ impEg✓I ou S AteA NE& /rip. I4,z► = I.SS 4-. • y3 z NE OVER. A/Evj lereieWa1..s 741zet4 . • - SEE- 3As.N' Sr,.rvi NnA-/z+/ iz Tar ✓nc. = 99 a 3 G=. "CL ZEL" = f 9 83 at1 = 3c2o GF-. .. . 3 Copyright 1996, SEGA-Engineers - 4/17/96 10 : 9 : 16 am - page 1 BASIN SUMMARY BASIN ID: 2yr-wq NAME: 2-YR DEVELOPED SITE -- SBUH METHODOLOGY TOTAL AREA • 1 . 55 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION 2 . 00 inches AREA. . : 0 . 00 Acres 1 . 55 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 98 . 00 - TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0660 TcReach - Shallow L: 280 . 00 ks : 11. 00 s : 0 . 0660 PEAK RATE: 0 . 61 cfs VOL: 0 . 23 Ac-ft TIME : 480 min KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural,-suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. _ CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION AB C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: I 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DUJGA 50 6.0 DU/GA •52 6.5 DU/GA 54 7.0 DU/GA 56 Planned,unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. _... 3.5.2-3 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS • SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION AB C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 • fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 • Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 ' for pervious and 2.5 'DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, .% impervious condominiums, apartments, ' must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. • . (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. - ; 3.5.2-3 11/92 • • • 1-- -' i N t P e7 71 11< I-- 1 2 . Y ST s, x ST SE i80Tii s .. I• /�u? cm '1 I ST .E l.,-* 11'1 IOM ��','4I t I .. i i a0" 5E=:IBZND - 5T o`a it ��ItyRr s GSM .. ..' B� SE 163RD 1e, �0� I aI i1 `r 31 1 � "st.,c, PE i m ' y CC t cc 2 EI '^ I 32 - ' SE SE'1841H" ST 184TH 1 (N 1 - II' R Q 1 1 '—.II-- , t rC �� $E 186TH ST $E�78)IN)i - �:.N�7.-d y u --366TH PL-$C Y IenN (rye C ST - ST > '.'S IBBTx ST I S IB7TN ST _ i s� ST.f R ,,II3 .." 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A...r., (•c 11 , , • I...,: ,r„..., •,..,..11; '• • 4 I-, e.•'',,J >,,' •‘. , . I,i[ rt•-•.., i ..'z •'.(•,. • )' 1 '.. 0 Cf• t,t • ,4 q :-,,,C . .2. •',,V, .. •• (I-.• •: ' •' '( 'It/„... . .• 7.1 I " , 1;f'i 1;''. :‘ \''.-i •- \ i '.'.... „• .... i•. ,,, p• • - • :. i 1•. / ' . • - . ;:•`,. e s 0 t• /" . •... . ' •,. • -. • '' "..1. '...1••• I , .., ,•J. .....: i , „. '' .,I'. •• ..*1 .. •.' t,I II'. :••••1, '•. . ...i 1 V !.., •-- , ..;t: 1.; ' . 4... t..i... .,,F....i.I.,: gli•:i .rd • 0,1 ...: 1,, •••- .....1i.Ali Alk iik cL -D( f , C.0 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 9, 1997 TO: File FROM: 4rMark R. Pywell,AICP SUBJECT: Gurudwara Singh Saba Temple LUA-96-061 I have reviewed the attached Wetland Delineation Report and found it to be in compliance with the City's Municipal Code. cc: H:\W W6ODOT\MEMO.DOT\bh tom,;. GURUDWARA SINGH SABHA OF WASHINGTON WETLAND DELINEATION AND MITIGATION REPORT ,91b�rt1 r,-.: dGt„ RECEIVED NAY 2 9 1997 • DEVELOPMENT PLANNING CITY OF RLNTON Prepared For: GURUDWARA SINGH SABHA OF WASHINGTON Renton, Washington • Prepared By: TALASAEA CONSULTANTS Woodinville, Washington April 24, 1996 (revised May 29, 1997) • • • GURUDWARA SINGH SABHA OF WASHINGTON WETLAND DELINEATION AND MITIGATION REPORT Prepared for: Gurudwara Singh Sabha of Washington 5212 Talbot Road South Renton, Washington 98055 Prepared by: Talasaea Consultants 15020 Bear Creek Rd. N.E. Woodinville, Washington 98072 April 24, 1996 (revised May 29, 1997) Table Of Contents • Page 1.0 INTRODUCTION 1 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE 1 3.0 METHODOLOGY 1 3.1 Background Data Reviewed 2 3.2 Field Investigation 2 4.0 RESULTS 3 4.1 Analysis of Existing Information 3 4.2 Analysis of Field Conditions 3 5.0 WETLAND FUNCTIONS AND VALUES 5 6.0 PROPOSED PROJECT 6 6.1 Description 6 6.2 Development Impacts on Wetlands 6 7.0 WETLAND MITIGATION/RESTORATION 6 7.1 Goals and Objectives 6 7.2 Construction Management 7 7.3 Monitoring Methodology 8 7.4 Success Criteria 8 7.5 Maintenance (M) and Contingency (C) 9 7.6 Performance Bond 9 7.7 As-Built Plan 9 List Of Tables Table 1. Wetland Functional Value Ratings 5 References 11 List Of Figures Figure 1: Vicinity Map Figure 2: Location Map Figure 3: National Wetlands Inventory Map Figure 4: Soils Map Figure 5: Wetland Map • Figure 6: Wetland Mitigation Map List of Drawings Drawing W1.0: Conceptual Wetland Mitigation/Restoration Plan GURUDWARA SINGH SABHA OF WASHINGTON WETLAND DELINEATION AND MITIGATION REPORT ApriI.24, 1996 (revised May 29, 1997) - 1.0 INTRODUCTION This report is the result of a wetland inventory and delineation on an approximately 6.2-acre site located in the City of Renton, Washington (Figure 1). The site is proposed for construction of a new Sikh Temple. The purpose of this report is to: 1) describe the wetlands identified and delineated on the property, 2) identify wetland impacts from previous un-permitted activity on the site, as well as impacts from the proposed development, 3) describe measures which will be implemented to mitigate wetland impacts from the proposed development, and 4) describe measures which will be taken to restore wetlands previously impacted during the un-permitted on-site activities. Information in this report will be utilized by the City of Renton, the Corps of Engineers, and any other concerned agencies to evaluate impacts to wetlands on the project site. • 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site is located in the City of Renton in King County, Washington (Section 31, Township 23N, Range 5E, W.M.). It consists of the existing Gurudwara Singh Sabha facilities at 5212 Talbot Road, and adjoining open space areas to the east(Figure 2). The site is bordered by a single family residential development to the north, undeveloped forested land to the east, and a single family residence to the south. The majority of the property, with the exception of the far eastern section, has been cleared and graded in the past. Topographically, the property slopes down moderately toward Talbot Road. The site is situated at the base of the steep , west- facing forested side slope of the Kent Valley. A portion of the property extends up the forested slope. 3.0 METHODOLOGY The wetland analysis of the subject property involved a two-part effort. The first part consisted of a preliminary assessment of the site (and its immediate surroundings) using published information about local environmental conditions. This information included: 1) wetland and soil maps from resource agencies, 2) wetland inventory map from the City of Renton, and 3) any relevant studies completed or on-going in the vicinity of the project site. The second part involved a field survey in which direct observations and measurements of soils, hydrology and vegetation were made to determine whether wetlands were present, the types and functional values of these wetlands, and the extent of the boundaries (see Field Investigation section below). Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 1 I ' cp • ,h • 2 MONROE •. cos • WOODINVILLE BO "tiELL • *.*.:•SEA TL :•:.<.. •R•E1VI ER:T0.N• •••• .... ....4.•.• : :•: ''0P V..eo.••'•'7.4 itit.. PRESTON • • • �:•: •••f.�;... ISSAQUAH •:••••••••••: : :::: RENT• N N ` Pro 's Site J • 169 : ::;:•::; KENT DES:l1lf0Ii�ES 516 i� : : :: • AUBURN :::::. • ••••"•.• : a•• *.... �.....•�.��...���. FIGURE 1: Vicinity Map DESIGN DRAWN AO• �'�J/ TALASAEA Gurudwara Singh Sabha scale flGURE/DWCNO. ✓ CONSULTANTS Renton, Washington N.T.S. • DATE Resource&Environmental Planning 4_1 O_� �,� CO • ISOM Bear Creek Rod Non t 7Vf•e w.ese;4 P1.faxM 06)161S REVISED / B•u OK t61A330,fax C�tt1-0519 J J TN h I 1 a r°°D* L SE 17TI1 7_1'1 o SW 39TH ST I �T (� �/ F. spy SE 176T ST K =H r s -�- a o (>� W ST 4 <o $ w�/ST awnl ti y SW ` 415T ST ‘ E2 P� W MSC* E FZ-< < < c y g „1.+, 31 I Z (&!Ii_ c):r =1i F.r. SE 179TH VL `. 4 ,e r.2 e sE sE mow rr SE 79THST S]90TN PL F n• wl , ...K i 15T 5T=..."4 ! us ,� 1S w C� 167lf�i '•A' - SE=-1182NDpp . 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S 209TH ; Ls_ 209 St �, SE H -Ia 208TH ,= 1 ST ST NIA -- 4. a = ,;, Sf o 1O8D0• e cc $r 1<� <> 7.18 `sf_13 x ='<SE SE 2 9TH '1 N ' � S 210THL 57- E S Z. WY• z KTM PL$ °` = 06 SE 209TH E= ! zTnTu o 5[FL SE 1211TH ST �"� 1 - }J�rr 111 LH < SE 210TH''' PL c • J - 1 " = m ?7N^ SE 211TH a PL • S 212TH gal it SE 212THI ST s a ' Lv ir/s -WA; h ,�s4 SE yl" 212TH ST <> SE 212TH elif 31. 5 213TH . j� SE SE 213TH ST SE - PL x ztT'1 S 273TX PI s a'.r S .7 s g13TH ;__9TI �< ,o H a s e` s• S 21 zr:,l:' �7 PL o sf N- 213TH -Sr e,4j a 3TH< PL o T - t3 ST y-• '"sze*Hr;(7 w c zT'ssT SEz1erH sT L = SE1_y. p J �Mi its o € C N 5 211TH " iLTH % y Q> . � KENT -.ST .‹ . SE 216TH ST • 2I6TX4 sr SE PARK S 218TH 167 el [1~_ 10300�W =y Q SE_,E 217TH '_,-�' _7_> CSV) 1160 sE LkF •, ST �' !'o"'+ 7� SEA 2197�1 ST '▪ �� TX 5T SE 0,1 f z1rrH)`zlrnls I .),,: .. - ti.•r yrl / . a a ,, yam 1 1 /_HDDIMYa � . r'1 1 J 1f1 Source: The Thomas Guide, 1995 ,I, . . III. • • • . North • DESIGN DRAWN _ FIGURE 2: Location Map _ • I AO' amp Gurudwara Sin h Sabha SGIE F1 URE/DWG NO. TALASAEA g i"=2oo0' —r CONSULTANTS Renton, Washington • Resource&Environmental Planning DATE ..___) 1100 Der OudcRol/N«d'vIt 4-16-96 tV.oQ l.'$K'.Fa CH)U72 Bus poD 161a:w,fa G�utas/9 REVISED • 3.1 Background Data Reviewed Background information was reviewed prior to field investigations and included the following: • National Wetlands Inventory Map (Renton, Quad), U.S. Fish and Wildlife Service, 1988 • • King County Soil Conservation Service, Soil Survey, 1973 • City of Renton Critical Areas Inventory Map, 1991 • Terra Associates, Inc., Wetland Evaluation on South 2.5 acres, Sept. 1994 3.2 Field Investigation A preliminary wetland delineation was conducted on the northern portion of the site in May 1995. Following un-permitted clearing and grading activities during the summer of 1995, a stop work order was placed on the site by the City of Renton and the Corps of Engineers. Several site visits were then conducted to assess impacts to wetlands from the un-permitted activity. A second delineation was conducted on the entire site on February 13, 1996. The routine on-site determination method was used to delineate the wetlands using the procedures outlined in both the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (1989) and the Corps of Engineers Wetland Delineation Manual(1987). Plant species were identified according to the taxonomy of Hitchcock and Cronquist (1973), and the wetland status of plant species was assigned according to the •National List of Plant Species that Occur in Wetlands, published by the U.S. Fish and Wildlife Service classification system (Reed; 1988, 1993). Wetland classes were determined on the basis of Cowardin's system of wetland classification. Vegetation was considered hydrophytic if greater than 50% of the dominant plant species had a wetland indicator status of facultative or wetter(i.e., facultative, facultative wetland, or obligate wetland). Soil on'the site was considered hydric if one or more of the following characteristics were present: • organic soils or soils with an organic surface layer, • matrix chroma just below the A-horizon (or 10 inches, whichever is less) of 1 or less in unmottled soils, or 2 or less if mottles were present, or • gleying immediately below the A-horizon. Indicators of wetland hydrology may include, but are not necessarily limited to: drainage patterns, drift lines, sediment deposition, watermarks, stream gauge data and predicted flood elevations, historic records, visual observation of saturated soils, and visual observation of inundation. An evaluation of the vegetation, soils and hydrology was made at various locations along the interface of wetland and upland. Wetland boundary points were then determined from this information. Wetland boundaries were marked with flagging and surveyed. , Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 2 • 4.0 RESULTS 4.1 Analysis of Existing Information National Wetland Inventory (NWI) maps developed by the US Fish and Wildlife Service (USFWS) do not indicate that any wetlands are located on the-project site (Figure 3). The City of Renton Critical Areas Inventory map also does not indicate that any wetlands occur on the site. Since these maps are only general inventories based largely on aerial photographs, and because wetland areas change over time, actual field investigation was necessary to ensure that any wetlands were identified. The Natural Resources Conservation Service (NRCS; formerly the SCS) has mapped the majority of the site as Alderwood gravelly sandy loam, 6 to 15 percent slopes (AgC) (Figure 4). A small portion of the site, along its eastern edge, is mapped as Alderwood gravelly sandy loam, 15 to 30 percent slopes (AgD). The Alderwood series is made up of moderately well drained soils that are not classified as hydric by the NRCS, but hydric soils may be found within this series as mapped or un-mapped inclusions. 4.2 Analysis of Field Conditions Four wetland areas (Wetlands A, B, D, and X/Y) were identified and delineated on • the project site (Figure 5). Each of these wetland areas is described below. Wetland A This wetland (approx. 29,500 sf on-site) is located at the base of the forested hillside in the eastern portion of the site. Hydrologically, this wetland is supported by groundwater seepage from the base of the steep slope. Much of this water is collected in an excavated ditch along the toe of the slope in the southeastern portion of the site (Figure 5). Approximately 11,200 sf of this wetland was cleared and filled during the summer of 1995 (Figure 6). As part of the requirements of the City of Renton, the original wetland area will be restored. This proposed restoration is shown on the enclosed Drawing W1.0. Vegetation in the undisturbed portion of the wetland is forested and is dominated by red alder(Alnus rubra), western red cedar(Thuja plicate),vine maple (Acer circinatum), salmonberry (Rubus spectabilis), skunk cabbage (Lysichitum americanum), slough sedge (Carex obnupta), and lady fern (Athyrium filix-femina). Soil borings taken in the wetland generally revealed a black (10YR 2/1) silt that was often high in organic matter. At the time of the February 1996 field investigations, soils were generally saturated to the surface throughout the wetland. Wetland A is rated as a Category II wetland according to the City of Renton's Wetland Ordinance. Category II wetlands require a 50-foot buffer. Wetland B Wetland B (13,019 sf on-site) is associated with a small drainage which flows from east to west near the site's northern property boundary. Most of the vegetation Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 3 i L SSC nr. II ■ 16• kr — •\ h PEMA : SG I •• • P pc ►' 7 :�� ... . • ... ..\.: 41:4. • kir i I 111 .- • t!ikV ..1* •-• hi d I 1 [ _itiL ,. ),..___ 7,..,441.,1 . . ,\, • 1 tils 1 • .,/ifj,1,-. ItiLiaialighx...„.,-. . Aj4jHUf1 IV. . . ,. .. " .. ,1 p. . I : ' I 114 .. .. ,, I {--�/ fief„ �• . :�•a• T. - • .. • ..•. • • • C>< PENC BM 1 �' �� U .' 61d` — t 17.• �'_ : .. • r ' ro ect Site ' .` •.: :4g4 PEM� • PEMC PFOC ,� t` • ' s`) :�, , •I.2 'I PEIMCX •.1 xsniw I ! t ... .. . . ` AC. $�jw . .. PFoC ( I •r •u •. . • ' la- it. = I •' ,ti t. •11 ••I• �i • 6- \� dr 1 , ' �• .11 gall•...•.. EI�C 1 � :� 11 �• f.•EIAC. ... aN.. 0 I ...• ...:. ;:h....i. . .•: f � ie:,fv. )-1 I k i t . ... �• nri1wmGw � .k� r% 'AEMC / �.� g• Ii: :I.• J� . t. . ,. • .• • ••• 41SSc� Drive-I•• \ ... • • ' • -PEMG : - •• •• I•'• • •, 'G tt112A . ! �. • '� .• I 8 PU� t I.. ..• 'PL.— !0 PS-c p : iii (j:ri.:! ' PhtsH( .1 . : • : . ' . i • • : .. I; . ..1,4i _ ''" - Si / Irk. 1 .PEM ■ . an I `' • 1• I ,� • lam\— ?UN E leit�Yna al.aal ft 1.••••11Mi - • �l, j l PEMA \ .i. , ,,, .... ;„,:,.,..„,,,..........,.,:., :,...„,. . ....„_ r__ , 7, • ' ..N..,_. , . • Source: United States Department of the Interior,,. ._ ,I, Fish & Wildlife Service, Renton Quadrangle 1988 • • . gill" North • • . DESIIN DRAWN FIGURE 3: National Wetlands Inventory Map AO' OTALASABA Gurudwara Singh Sabha �+LE FIGURE/DNO. • CONSULTANTS Renton, Washington �� Resource Sc Environmental Planning' 3 - _ IS ODer Qad:Road N.Nw•. 4-16-96 V. ;11.W.+,:b.rl Pton REVISED B.ne tdl..}0,►..(206)td1a731P • I i • -:ems 156'3. Z . �`�i , ? PY 1 .. 16- AgC . . '• • • . 'A-g74 gB1 •Sk I '•': • :. .:451I . I <'..•• or IAgC.. Ur :: , .... Tu i I. •1 r •.AmC• II '1.: : ,r.;. • ._• , _ • '• _� ..Ail Agg \{1{��'1�-•. o So Ao •.�r,7® qgp• \ M Iz'7I',`. .ter_ / • �>� • 17j� I 7 + :. ...I�`' 9 7' WO . ' —I� ,,Q .••1{. • 1',• '�'I,' • Q� <3M194 { . {. il .._�'.. •-F '. , AgB:':• Ali '^" \ — — % .. • •• AgC::!'m'• • �.•. Var ,.if::I. .• , , --- Py !ili I •� '•AmB << .. .Ur. I - � ,. g B I • O. 3:ii . ' '•' Wo I AgC ' °AL1:• AB, •i. � • ▪ 94;:io ct . . : 1 tx•.•..1.• j ... \ is ti. .t:77:,:,....- -•;,'„;:,.A8. WOI C Br Re' wQ f Wade: flN :t . ;T—r :a'.tf ' n a m g ': 1t 1: • • r---�—�- I . • LL.4(1111''''''. 1 r ., _ • •AgC • lilt '.. I' ilittiii .. �6t� lid _ •- ▪ • .'i{' '8W • • :J▪-IAYESI � 8 J . - .. 45�.Ng IT' .. ' '‘. ... •:" • 4 • : . rI ° 4 •,� ' ',1 . AgC .• iiiii:':'•<`•^•u O i AmC -�.• 1 No • AkF AgC AgB :I• Drive•i •6, `: �•, . � <:. • I Th'ater� n . . •f ��: ':-d:::+. Ar Os Ng Pc I :- I�_ ' AgB Cj 1� 4' OI AI .. •• • I Wo • A.. i M flirt „ii*11:..1... '•AgB ..1 No` 11. ' I AmC Os �� " AmC �t •• • �• i14• 1 Ur 1 I. •ti, I . IA • ��•• �▪ 1• 1 1.�'R. . AgC I' Tu --- d} . .: '�,� . • •IAA i •`�� Agg AmC I I :x; a:r I '• AmC i ''? ;:mot Ur fi tit Arne • _ • :..� i o• in I l� ..• . : ► :::...;< • ,i'': AgD • •� :;; ,• (7 is / — ...... AgC Sk - =:i:. :j<:;:: y -•• •• NATO I 'I ..�• ` !AgC,,' .. 4«. - • I 1 '. Source: United States Department of Agriculture, ,I, Soil Conservation Service, King County 1973 iSoil Legend IP- '' AgC Alderwood gravelly sandy loam,6-15 %slopes North AgD Alderwood gravelly sandy loam, 15-30 % slopes j • DRAWN "� FIGURE 4: Soils Map DESIGN I AO • ` TJ TALASAEA - Gurudwara Singh Sabha LE SCORE/DWG NO. 7 CONSULTANTS Renton,Washington • 1DATE Resource&Environmental Planning 4-16-96 4.I5 O8-r Crock Real Aad. . w..S I. v0,F 0msots REVISED euv()06Ir v s.W.I..GOO J/ • within this wetland and its southern buffer were cleared (but not filled) during the summer of 1995. At the time of the February 1996 field investigations, vegetation within the drainageway consisted largely of rush (Juncus sp.) and watercress (Rorippa nasturtium-aquaticum). The northwest corner of the wetland includes a single large (34" dbh) weeping willow (Salix babylonica), as well as a red alder tree, lady fern, Himalayan blackberry (Rubus discolor), and bittersweet nightshade (Solanum dulcamara). The drainage channel in this portion of the wetland appears to have been relocated toward the south. The original channel is located immediately south of the north property line, and is still visible. This channel relocation may have occurred during construction of the housing project north of the subject site. Wetland B is rated as a Category Ill wetland according to the City of Renton's Wetland Ordinance. Category III wetlands require a 25-foot buffer. Wetland D Wetland D is a very small (356 sf), hydrologically isolated, shallow topographic depression. Vegetation in the wetland consists of a palustrine emergent patch of creeping buttercup (Ranunculus repens) and velvet grass (Holcus lanatus). The wetland is entirely surrounded by Himalayan blackberry which was mowed in the summer of 1995. • Wetland D would be rated as a Category Ill wetland according to the City of Renton's Wetland Ordinance. However, this wetland would not be regulated by the City since it is an isolated wetland less than 5,000 sf. Wetland X/Y Wetland X/Y (12,412 sf) consists primarily of a palustrine emergent wetland interspersed with scrub/shrub vegetation. The wetland is located in the southeast portion of the site and appears to have been disturbed in the past. Wetland X/Y is - separated from the larger Wetland A by a low berm. Hydrologically, Wetland X/Y is supported by groundwater seepage from the toe of the slope. Drainage from this wetland flows in a southwesterly direction before exiting the site at a small ditch paralleling the south property line along a gravel drive. Vegetation in'the wetland includes Himalayan blackberry, soft rush (Juncus effusus), reed canarygrass (Phalaris arundinacea), sedges (Carex sp.), creeping buttercup, and red alder saplings. Soil borings taken in the wetland revealed variable hydric soils that had been disturbed in places. At the time of the February 1996 field investigations, soils were saturated to the surface. Wetland X/Y is rated as a Category Ill wetland according to the City of Renton's. Wetland Ordinance. Category Ill wetlands require a 25-foot buffer. 9 rY q Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 4 5.0 WETLAND FUNCTIONS AND VALUES • Wetlands in general provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. A wetland functional value assessment was conducted for each wetland on the project site (TABLE 1). • • TABLE 1. Wetland Functional Value Ratings FUNCTION: WATER QUALITY IMPROVEMENT Wetland Rating Comments A Moderate Moderate flow through wetland; high vegetation density; no proximity to pollutants B Low/ Relatively rapid flow through wetland; moderate vegetation Moderate density in drainage channel; no proximity to pollutants D Low Limited by very small size; no proximity to pollutants • X/Y Low/ Slow flow through wetland; moderate herbaceous vegetation Moderate density; no proximity to pollutants FUNCTION: FLOOD/STORMWATER CONTROL Wetland Rating Comments A Moderate Located high in watershed; limited ability for stormwater storage B Low Small size; limited ability for stormwater storage ' D Low Very small size; isolated X/Y Low/ Relatively small size; moderate stormwater storage capability Moderate FUNCTION:, GROUNDWATER EXCHANGE Wetland Rating Comments A Moderate/ Presence of seeps indicating groundwater discharge High B Low/ Functions primarily as drainage pathway for water discharging Moderate from seeps associated with Wetland A D Low Limited by very small size X/Y Low/ Relatively small size; some limited groundwater recharge possible Moderate FUNCTION: NATURAL BIOLOGICAL SUPPORT(WILDLIFE HABITAT) Wetland Rating Comments A Moderate/ Relatively high plant species and structural diversity (forested); High permanent soil saturation associated with seeps; habitat features present B Low/ Relatively small size; moderate plant species and structural Moderate diversity (prior to disturbance); disturbed buffers D Low Very small size; low plant species and structural diversity X/Y Low Relatively small size; moderate plant species diversity; low structural diversity; disturbed condition• - Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt • 5 • FUNCTION: CULTURAL/RECREATIONAL VALUE Wetland Rating Comments A Moderate Wetland of value primarily as a component of surrounding open space; little passive or active recreation opportunities B Low/ Functions primarily as an open space buffer between the project Moderate site and the residential development to the north D Low Very small size X/Y Low Little passive or active recreation opportunities; relatively low aesthetic value due to disturbed condition. 6.0 PROPOSED PROJECT 6.1 Description The proposed project consists of the construction of a new Sikh Temple facility with associated parking and landscaping areas (Drawing W1.0).. 6.2 Development Impacts on Wetlands The proposed project requires the filling of 5,600 sf of Wetland X/Y, as well as the very small (356 sf) Wetland D. Only the impact to Wetland X/Y, however, would be regulated by the City of Renton, since Wetland D is less than 5,000 sf and is hydrologically isolated. In addition, approximately 11,200 sf of Wetland A was previously impacted by un- permitted clearing and grading activities during the summer of 1995. Clearing activity during the summer of 1995 also impacted a large portion of the buffer of Wetland B. Impacts to Wetlands A, B, and D were approved by the Corps of Engineers in an "after the fact" Nationwide Permit#26 (dated December 11, 1995). As long as total wetland impacts on the site are below 1 acre, no additional permits would be required from the Corps. Furthermore, all previous impacts to Wetlands A and B and their buffers will be restored during the mitigation process (see Section 7 below). 7.0 WETLAND MITIGATION/RESTORATION A conceptual mitigation/restoration plan is included with this report as Drawing W1.0. Mitigation for the 5,600 sf of wetland impact to Wetland X/Y will occur as approximately 11,300 sf(minimum 2:1 replacement-to-loss ratio) of wetland creation north of Wetland X/Y. This wetland creation area will be integrated into the restored wetland area and the existing wetlands to create a single wetland system. A 50-foot buffer will be provided to the created and restored wetland system. 7.1 Goals and Objectives Goal 1: Replace wetland acreage and functions lost to filling of approximately 5,600 sf of Category Ill emergent wetland. Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 6 Objectives: 1. Create approximately 11,300 sf of emergent and scrub-shrub wetland (minimum 2:1 replacement-to-loss ratio). 2. Integrate the created wetland with the restored and existing wetlands on the site to create a single contiguous wetland system. 3. Provide hydrology to the created wetland from existing seeps on the hillside to the east. This water currently flows into a collector ditch and is piped off-site through the existing storm water system. 4. Provide hydrological support appropriate for each wetland vegetation cover type created. • 5. Create a mitigation wetland area that has greater plant species and structural diversity than the wetland to be filled. 6. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting boxes) into the created wetland and its buffer. Goal 2: Restore the approximately 11,200 square feet of previously filled forested wetland. Objectives: .4) 1. Excavate the approximately 11,200 square feet of previously filled wetland area to its original grade (or slightly lower) to enhance natural drainage retention. 2. Plant the restored wetland area and its buffer with native plant species which are both conducive to the establishment of a forested community and beneficial to wildlife. 3. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting boxes) into the restored wetland and its buffer. 4. Integrate the restored wetland with the created and existing wetlands on the site to create,a single contiguous wetland system. Goal 3: Restore/enhance the 25-foot buffer strip associated with the wetland/stream (Wetland B) along the north property line. Objectives: 1. Replant the buffer area with native plant species which are both conducive to the establishment of a forested community and beneficial to wildlife. 2. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting boxes) into the restored buffer. 3. Provide a visual,screen between the proposed development and the residential development located to the north of the site. 7.2 Construction Management Prior to commencement of any work by contractors in the mitigation or restoration area, the clearing and construction limits will be staked, grade staking will be completed, and fencing will be installed around all existing vegetation to bessaved. A pre-construction meeting will be held at the construction site to review and discuss all aspects of the project with the selected contractor. Gurudwara Singh Sabha of Washington Wetland Mitigation Report - City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 7 Talasaea will supervise plan implementation during construction to ensure that objectives and specifications of the mitigation plan are met. Any necessary modifications to the design that occur as a result of unforeseen site conditions will be jointly approved by the City of Renton and Talasaea prior to their implementation. 7.3 Monitoring Methodology As required by the City of Renton, the monitoring program will be conducted for a period of five years, with reports submitted to the City according to the following schedule: • quarterly for the first year following construction • annually (at the end of the growing season) for the second through fifth years Permanent vegetation sampling points will be established at selected locations to incorporate all of the representative plant communities. The same monitoring points will be re-visited each year with a record kept of all plant species found. Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. An approximately 10-foot-radius sampling plot will be used. All monitoring will be conducted by a qualified biologist from Talasaea Consultants. Photo-points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the mitigation and restoration areas. Review of the photos over time will provide a semi-quantitative representation of success of the planting plan. Monitoring and photo-point locations will be shown on the "as-built" plans, which will be submitted with the first monitoring report. Wildlife Birds, mammals, reptiles, amphibians and invertebrates which are readily observable (either by direct or indirect means) will be identified and recorded in the wetland and buffer areas. Direct observations include actual sightings, while indirect observations include tracks, scat, nests, song, or other indicative signs. The kinds and locations of the habitat with greatest use by each species will be noted, as will any breeding or nesting activities. 7.4 Success Criteria Success of plant establishment within the mitigation and restoration areas will be evaluated on the basis of both percent survival and percent cover. For woody planted species, success will be based on a survival rate of 90% for each monitoring ' event. Success for herbaceous species will be based on at least an 80% cover of desirable plant species by the end of the 5-year monitoring period. Exotic and invasive plant species will be maintained at levels below 20% total cover. - ' These species include Scot's broom, Himalayan and evergreen blackberry, reed canarygrass, purple loosestrife, morning glory, Japanese knotweed, and creeping nightshade. Removal of these species will occur immediately:following the Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 8 monitoring event in which they surpass the 20% maximum coverage. Removal will occur by hand whenever possible. No chemical treatment will be employed without prior approval by the City. 7.5 Maintenance(M) and Contingency (C) Established performance standards for the project will be compared to the monitoring results in order to judge the success of the mitigation and restoration project. Contingency will include many of the items listed below and would be implemented if these performance standards are not met. Maintenance and remedial action on the site will be implemented immediately upon completion of the monitoring event (unless otherwise specifically indicated below). • replace dead plants with the same species or a substitute species that meets the goals and objectives of the plan (C) • re-plant areas after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc.) (C) • line wetland areas with impermeable material where hydrology is deemed to be insufficient to support the desired wetland plant community. Where appropriate, liners may be installed immediately upon completion of grading to increase probability of wetland success (C) • irrigate with a temporary system for at least two full growing seasons following plant installation (M) • minor excavation, as needed, to correct alterations of surface drainage patterns (C) • remove/control weedy or exotic invasive plants (e.g., Scot's broom, reed canarygrass, Himalayan blackberry, purple loosestrife, etc.) by manual or chemical means approved by the City of Renton. Use of herbicides or pesticides within the mitigation'area would only be implemented if other measures failed or were considered unlikely to be successful, and would require prior agency approval (C & M) • clean-up trash and other debris on a bi-yearly basis (M) • clear or repair trash racks, culverts, etc. on a bi-yearly basis (M) • selectively prune woody plants to meet the plan's goals and objectives (e.g., thinning and removal of dead or diseased portions of trees/shrubs) (M) 7.6 Performance Bond A performance bond will be posted with the City by the property owner for 1.5 times the cost of replacement of plantings and the 5-year monitoring plan to assure the success of the mitigation and restoration plan. The bond may be released in partial amounts at the sole discretion of the City in proportion to work successfully completed over the 5-year monitoring period as the applicant demonstrates performance for implementing the conditions of the plan. 7.7 As-Built Plan • Following completion of construction activities, a revised set of"as-built" plans for the wetland mitigation and restoration area will be provided to the City of Renton. The Gurudwara Singh Sabha of Washington Wetland Mitigation Report • City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 9 plans will identify and describe any City-approved changes in grading, planting or other constructed features in relation to the original approved plan. The plans will • also show photo-point locations and vegetation sampling points. • Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 10 References Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Department of the Interior. FWSOBS-70/31. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Federal Interagency Committee for Wetland Delineation. 1989. Federal Manual for Identifying and Delineating Jurisdictional Wetlands. U.S. Army Corps of Engineers, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and U.S.D.A. Soil Conversation Service, Washington, D.C. Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp: Munsell Color. 1988. Munsell Soil Color Charts. Kolimorgen Instruments Corp., Baltimore, Maryland. Reed, P.B. Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). USF&WS Biol. Report 88. Reed, P.B. Jr. 1993. Supplement to: National List of Plant Species that Occur in Wetlands: Northwest (Region 9). USF&WS Biol. Report 88. Renton, City of. 1991. Critical Areas Inventory Map. Terra Associates Inc. September 2, 1994. Wetland Evaluation. U.S. Department of Agriculture, Soil Conservation Service. June, 1991. Hydric Soils of the United States. U.S. Department of Agriculture, Soil Conservation Service, King County Area Soil Survey. 1973. U.S. Fish and Wildlife Service. 1988. National Wetlands Inventory Map, Renton Quadrangle. .m. Washington State Department of Natural Resources. 1994. Endangered, Threatened and Sensitive Vascular Plants of Washington. Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 1 1 . „ BEGINNING OF FILE FILE TITLE 35mw . _ _ • GURUDWARA SINGH SABHA OF WASHINGTON • WETLAND DELINEATION AND MITIGATION REPORT • • • - _r • • Prepared For: • GURUDWARA SINGH SABHA OF WASHINGTON • Renton, Washington Prepared By: aro'FIIENToN TALASAEA CONSULTANTS • SEP 2 O 1999 Woodinville, Washington • BOLDING DIVISION April 24, 1996 . • t (revised May 29, 1997) GURUDWARA SINGH SABHA OF WASHINGTON , r WETLAND DELINEATION AND MITIGATION REPORT • Prepared for: Gurudwara Singh Sabha of Washington 5212 Talbot Road South Renton, Washington 98055 Prepared by: Talasaea Consultants 15020 Bear Creek Rd. N.E. Woodinville, Washington 98072 April24, 1996 (revised May 29, 1997) . li; • ra Table Of Contents Page 1.0 INTRODUCTION 1 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE 1 3.0 METHODOLOGY 1 3.1 Background Data Reviewed 2 3.2 Field Investigation 2 LLk 4.0 RESULTS 3 4.1 Analysis of Existing Information 3 4.2 Analysis of Field Conditions 3 5.0 WETLAND FUNCTIONS AND VALUES 5 6.0 PROPOSED PROJECT 6 6.1 Description 6 6.2 Development Impacts on Wetlands 6 7.0 WETLAND MITIGATION/RESTORATION 6 7.1 Goals and Objectives 6 7.2 Construction Management 7 7.3 Monitoring Methodology 8 7.4 Success Criteria 8 7.5 Maintenance(M) and Contingency(C) 9 7.6 Performance Bond 9 7.7 As-Built Plan 9 List Of Tables Table 1. Wetland Functional Value Ratings 5 References 11 List Of Figures Figure 1: Vicinity Map • Figure 2: Location Map Figure 3: National Wetlands Inventory Map Figure 4: Soils Map Figure 5: Wetland Map Figure 6: Wetland Mitigation Map List of Drawings Drawing W1.0: Conceptual Wetland Mitigation/Restoration Plan GURUDWARA SINGH SABHA OF WASHINGTON WETLAND DELINEATION AND MITIGATION REPORT April 24, 1996 hI (revised May 29, 1997) 1.0 INTRODUCTION This report is the result of a wetland inventory and delineation on an approximately 6.2-acre site located in the City of Renton, Washington (Figure 1). The site is proposed for construction of a new Sikh Temple. The purpose of this report is to: 1) describe the wetlands identified and delineated on the property, 2) identify wetland impacts from previous un-permitted activity on the site, as well as impacts from the proposed development, 3) describe measures which will be implemented to mitigate wetland impacts from the proposed development, and 4) describe measures which will be taken to restore wetlands previously impacted during the un-permitted on-site activities. Information in this report will be utilized by the City of Renton, the Corps of Engineers, and any other concerned agencies to evaluate impacts to wetlands on the project site. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site is located in the City of Renton in King County, Washington (Section 31, Township 23N, Range 5E, W.M.). It consists of the existing Gurudwara Singh Sabha facilities at 5212 Talbot Road, and adjoining open space areas to the.east(Figure 2). The site is bordered by a single family residential development to the north, undeveloped forested land to the east, and a single family residence to the south. The majority of the property, with the exception of the far eastern section, has been cleared and graded in the past. Topographically, the property slopes down moderately toward Talbot Road. The site is situated at the base of the steep , west- facing forested side slope of the Kent Valley. A portion of:the property extends up the forested slope. 3.0 METHODOLOGY The wetland analysis of the subject property involved a two-part effort. The first part consisted of a preliminary assessment of the site (and its immediate surroundings) using published information about local environmental conditions. This information included: 1)wetland and soil maps from resource agencies, 2) wetland inventory map from the City of Renton, and 3) any relevant studies completed or on-going in the vicinity of the project site. 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F .Sq .7—•gf-._�• .1 , ......3 4-' ',Yl ."yTr I r.• { • .. /_l°°I if a. / • K>.. _ ._ ....+,. ti "nl Source: The Thomas Guide, 1995 Ali \V North ' r DEIGN I DRAWN FIGURE 2: Location Map • •TAJLASAEA Gurudwara'Singh Sabha SCALE FIGURE/DWG NO. , 1 CONSULTANTS Renton,Washington 1 ' 20047 /�^�I Resource&Environmental Planning {, 130208Q trcd:Ru.Marche rt 4-16-96 DATE ��wwmttc s. Wad4 1a,9t073 REVISED a..E2061 0471.7520,Fa ENO 161•7549 • 3.1 Background.Data Reviewed Background information was reviewed prior to field investigations and included the following: • National Wetlands Inventory Map (Renton, Quad), U.S. Fish and Wildlife Service, 1988 • King County Soil Conservation Service, Soil Survey, 1973 • City of Renton Critical Areas Inventory Map, 1991 • Terra Associates, Inc., Wetland Evaluation on South 2.5 acres, Sept. 1994 3.2 Field Investigation A preliminary wetland delineation was conducted on the northern portion of the site in May 1995. Following un-permitted clearing and grading activities during the summer of 1995, a stop work order was placed on the site by the City of Renton and the Corps of Engineers. Several site visits were then conducted to assess impacts to wetlands from the un-permitted activity. A second delineation was conducted on the entire site on February 13, 1996. The routine on-site determination method was used to delineate the wetlands using the procedures outlined in both the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (1989) and the Corps of Engineers Wetland Delineation Manual(1987). Plant species were identified according to thetaxonomy of Hitchcock and Cronquist (1973), and the wetland status of plant species was assigned according to the National List of Plant Species that Occur in Wetlands, published by the U.S. Fish and Wildlife Service classification system (Reed; 1988, 1993). Wetland classes were determined on the basis of Cowardin's system of wetland classification. Vegetation was considered hydrophytic if greater than 50% of the dominant plant species had a wetland indicator status of facultative or wetter(i.e., facultative, facultative wetland, or obligate wetland). Soil on the site was considered hydric if one or more of the following characteristics were present: • organic soils or soils with an organic surface layer, • matrix chroma just below the A-horizon (or 10 inches, whichever is less) of 1 or less in unmottled soils, or 2 or less if mottles were present, or • gleying immediately below the A-horizon. Indicators of wetland hydrology may include, but are not necessarily limited to: drainage patterns, drift lines, sediment deposition, watermarks, stream gauge data and predicted flood elevations, historic records, visual observation of saturated soils, and visual observation of inundation. An evaluation of the vegetation, soils and hydrology was made at various locations along the interface of wetland and.upland. Wetland boundary points were then determined from this information. Wetland boundaries were marked with flagging and surveyed. Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants - TAL 224 224mtp12.rpt 2 1 4.0 RESULTS 4.1 Analysis of Existing Information National Wetland Inventory (NWI) maps developed by the US Fish and Wildlife Service (USFWS) do not indicate that any wetlands are located on the project site (Figure 3). The City of Renton Critical Areas Inventory map also does not indicate that any wetlands occur on the site. Since these maps are only general inventories based largely on aerial photographs, and because wetland areas change over time, actual field investigation was necessary to ensure that any wetlands were identified. The Natural Resources Conservation Service (NRCS; formerly the SCS) has mapped the majority of the site as Alderwood gravelly sandy loam, 6 to 15 percent slopes (AgC) (Figure 4). A small portion of the site, along its eastern edge, is mapped as Alderwood gravelly sandy loam, 15 to 30 percent slopes (AgD). The Alderwood series is made up of moderately well drained soils that are not classified as hydric by the NRCS, but hydric soils may be found within this series as mapped or un-mapped inclusions. 4.2 Analysis of Field Conditions Four wetland areas (Wetlands A, B, D, and X/Y) were identified and delineated on the project site (Figure 5). Each of these wetland areas is described below. Wetland A This wetland (approx. 29,500 sf on-site) is located at the base of the forested hillside in the eastern portion of the site. Hydrologically, this wetland is supported by groundwater seepage from the base of the steep slope. Much of this water is collected in an excavated ditch along the toe of the slope in the southeastern portion of the site (Figure 5). Approximately 11,200 sf of this wetland was cleared and filled during the summer of 1995 (Figure 6). As part of the requirements of the City of Renton, the original wetland area will be restored. This proposed restoration is shown on the enclosed Drawing W1.0. Vegetation in the undisturbed portion of the wetland is forested and is dominated by red alder(Alnus rubra), western red cedar (Thuja plicate), vine maple (Acer circinatum), salmonberry (Rubus spectabilis), skunk cabbage (Lysichitum americanum), slough sedge (Carex obnupta), and lady fern (Athyrium filix-femina). Soil borings taken in the wetland generally revealed a black (10YR 2/1) silt that was often high in organic matter. At the time of the February 1996 field investigations, soils were generally saturated to the surface throughout the wetland. Wetland A is rated as a Category II wetland according to the City of Renton's Wetland Ordinance. Category II wetlands require a 50-foot buffer. Wetland B Wetland B (13,019 sf on-site) is associated with a small drainage which flows from east to west near the site's northern property boundary. Most of the vegetation Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 3 • .30 ,- i,IBM • _ 1 II'� 2 L _1w' • . ON ■ \\• 16• 1` ��___ ', IS II % PEMA \ 1�: SG I - OCk..:. .10‘111it! ,. i_ t' ° �'i. ,__,, ,.___='_-- --- ; `` III „...„. -- -UBHr ;," A. i "èil$IIIy r : -. , , ,. , I ii i 4-1"1/4\41111iirA: I; 1.' if i • . 8..1: 11 II: Ilk •,. 41Alik .....". .1.. E.T..1. .- , .• . .. " PEMC 55C' t - — f"��r• �c, �I :i , [-_-/- .41 da • ir,.. •..-•-._.. Akiri.•,...._., -- . IC.4t.., I . .. 41.41/1 . i M . • • . Lx4• PENC gM I . •- U v,0. 6 ` - • 1.,_ L Clc .. ... 1. • .c3, i &%. ••I\ I.$-311 1LITh • .4it PFOC• . :� I: .... ��I•�• .: . :_ r PEA--0 �q.�,� I" EMC i . A:,:: PFOC a+ • <h,? — µ..- Ck , �'�1 PEMC � � _ 01 ... .irmilit.13.pAs.�..4,,,,,fms .,..1 III :PE$AC-' 1 • -Of r\.i.---• - 1 I.* v.r,,,PIC.dlik,,,ialakk 1. • / . �� 'Drive-i•' �_ _ :...No,. • �` _.. &.1 s• : ''Theater' i �1�-- --� \ •"6. -_ _PEMC '-- •5 2 8• ' Claili;jilikI e P1�9H1. .. \ __ t • S II h .• I...•• • 111r.z .. is •� ® Ps-cPALM i• �� jettetw,.i • ;�t�a ' ' • _ 4 _ -'r�--‘-:;.--v . . Par 1..J.:::::,,,,.i 41• • - 1 1 I 1 ..•'(/ :::',:r.>Tf.'....".'" :::''.',$:•• . . . ... . .1 PEMA �� N • s Source: United States Department of the Interior, ,I, • Fish&Wildlife Service, Renton Quadrangle 1988 . IF North . DESIGN DRAWN �� FIGURE 3: National Wetlands Inventory Map_ IAO' - > TALASAEA Gurudwara Singh Sabha SCALE "2000' i1cuREiDwcNo. J CONSULTANTS Renton, Washington DATE Resource&Environmental Planning IMOBarO■d:Rod Nade4 4-16-96 1�� wwdinilk Wdi■dm plan REVISED I Bus Q06)061403,Fa(706)86I.7349 • _, r_ •-• . .r. —.------11- Apg. • _ ? PY • 162 I s AgC / •® •♦ • • v i I ; • • AmC. ti:: . :;,•,..-. ' r '®0 rig�nC \� AgB \I�,milI•~ Q /7\ M I a I gB:•:.: •I.. si}7/• _ — D Ur I ---;\ Vir li =1111. py r , 1 qv�ik 1. " 9 1 a 7: 7 .A:1-14.B.7:-:,p etrn.0.,� •::!."1"1:1• : • Wo I AgC..; 1 oject ite 't• B'' l �:: �• ,9 � �� jA:.Ag ii. Ng I tr , >'•c":.i r ...''ti I .. Air i I Br Re' ., a -=- • ' WaPer Wo C -_♦ .'n 1 Tank. ,• •... ... Ur • - u AgC;. . - �,r �' •�Os �' .al .rai:.. _ i ,!__. — AgC ;i .S 11•"' .•.. , . . Agl ----- ='0A- • • •:II am :.HAyEs r .1 IN:i • • •• 6- • _ 465'� .•.;• . © AgC-1 is::..s ..sc,':•A.;.• ME ..I fl) . C3 • /f 1 •• •;•3).! •••; 1 A 111..• .. :> C``wt !r1 .• •• AkF AgC AgB. ,1 •' Ur • :S:.i �. =MEI I Os -- ` r , Ng Pc C r�- •' . • ••AgB 'a:.... .:II �,ni • �O' A, •..tAgB .• • -e; ••r • AgC AmC ; . n ps 0„2ti AmC y A • I, I \ 1 : • kC. � — • �' �� �' • ••AgC U• -7o d. 1 •II• �:: �. •r • • •1 -;•qgp ���4'( I .:•x; ::;.. 1 �•' • ./• e . AgC I Tu "—" , :`4—;':$t•: • . . • ‘ al-� .H�Flll/E1l� 1 ®5._AgB ,.,N, sa •L •ti• .' I, • r -Llr }a ,:ef®;..'°:�; i l2 AmC •T • '~.lir: , ,�` •. 711 - ��. - �.h r was Acc 1.4,10.- 40 ..,:;..m:i::-..I.:.:. :II m • ;;,.:;'.AgD:j.•/ • . .-,:,:.1...,.... ,,, i im, E •,-,. • .„ E".=•AiriC •.AgC:'L' 1 taz 1 �� • . Pu ;• ^r'v'. • �''.• �/�\ I n.,. —1 _..�.t III-.'• . • Source: United States Department of Agriculture, ,I, i ' Soil Conservation Service, King County 1973 Soil Legend IP AgC Alderwood gravelly sandy loam,6-15%slopes North AgD Alderwood gravelly sandy loam,15-30 %slopes 1 I • DESIQJ DRAWN (Ere FIGURE 4: Soils Map I AO. .1 SCALE FIGURE/DWG NO.TALASAEA Gurudwara Singh Sabha ' 1"=2000' ��CONSLILTANIS Renton, Washington 1- Resource dcEnvironrnental Planning 4-16-96 I 4 [1 15020 Pet Crak ReW N•.det f wee6}ibm7lgw•r:npon97o73 REVISED BUS0061.7550,Fa goo f61.73/9 J • a GB 1 -- GB SUM IT PARK \ RIM= ,.64 • • RIh1=1 4.51' IE �/ / ) / I I \ \ \ \ i t \ I \ / l r I ► I , I i N \ I • ' , — \_— \1 I \WILLO♦ \\ \ I� I I I I, . \ \ .moo `\ .\o \ ?'UPLANb AREA ♦' \ \ \ 1 1E114?23 1 \ -i- I veR -\ -, � -\'e ' , --.:-`- \ \ _� X _ \ _ / ..4 d;•wI. *\-- .• v' .:. 7,k C' ., 2° .. ..!�-.o . .•)` •-Tom , ♦ • Y\'` ".Y\, t\ram. 4'.\,f ' \ \ t / -\\-,'7w '. '• "E\\\ q 1 1 ti <=. - •." y %_i o / ;°/ /;: / , 4 •I ; \ \/{ o� . .1,' c ��` _ \-1 I 1 lr., ,;—,-.I. _ -- -�0�7— / / /3 9 l ��'—�- _/• ` ‘ %'�_ r.\ \yi :Era :- \ �� I moI I l I I I I l / , i 7. / , _o' , ` ,F`�1 1 I \ \ E I\ \ WETLAD B" / Id I \: I �,j� ^ � 1 \ \ \ tote 90 FT on-61ee �'� /� / % / ��i j? 1 �i CLEARING LIMIT I ♦A III :?%-_-\ Op I ` \ \ \ \ 1 \ I I 0.80 ACRES \ I r / / / • ,` • ./ - T - - - - ♦ I I �; II / III: I \�\ y \ I \ \ \ 1 \ I I I I I I\ I �I \ I I ( I / I ! / `\�� ` -�! .T �r .i. � 0 . 1 111- \ \ \ �11 1 si-I T \ \ \ \ \ I \ \W TLAND Q 1a \ \ ;.I I \ 1 I ! I I / 1(\+ WETLANA•Aryr- I`.I' .r t�, 'Q Ry, 35G SO F7 1 4 • 24,50 870, rls AC O site • I UJ Q II I I I ., \ \ "fI I I g \ \ \ \ \ \ \ \ ♦O.Ot ACRES\ .7 \ • k ! I I \ I I I I '1 r - 9F , 'j\1`.r I IE=I?A.k2 I EN& ;gm' \ \ \ \ \ \. \ 1 ' �7 ��-r / •CCi \ \ �U1 I \ \ \ 1 �� / / iGilhi1,,,, \ \ \ \ I 1 \ \ ( I 1 1 \ / 12'WIDE I \ \ 1 1 v• 1. j, • L 1• f ' II IE -146.32' \ 'Di1GB\ \ \ \ I I �• Jo'` IE =145.1,9' o� �♦ Klht=154.32\ \ , \ \ \ \ \ \ 1 \ I , l2'HIGH I \ I P • i . .r IO" LDER / /•/ /,/ / / O' , •,.\ A • co � 1' \ IE 6.q1�I51.84' \ \ \ \ \ i J ) \ \ \ I /.r. 19�GFDA yR.f��/ryr. Q \ "GaNG� :IL' \ \\ \ ` \ \` \\ \ \ \ \ \N \\ \\ \ \\ \\ \\ \ \ I \ `\ �\ 6 \ \ / \ \ i; .1 .• ` ..• - 12i1°LQ��,? / .I .G /j'��4� FL Ori y I . t- 1 �II�I ° �� ° ❑-\- \ \ \ \ \ \ I N. \/(. Jo I 1 / f/S` 1• •I - , .. .\' . •I, - { /• l l.1• I 11 I \ I . \ \ \ \ \ �� � � _� .l / `� �`,� ` I' �. 1 HAN E1 I \ \ \ � r / �� —/ ( i r it r_ -/ , \,I' .1 I- , J{�• II \ , i1 1 • \ ti1 ) JI 1. to• 1 - 1 cs �IVII? I U • yE3UILDiNv f y�� \ 1 1 I � \ \ \ \ \ 1 \ 1 I I I I I r I I / I I. / RIM=140.40' I U'� O EXISTING '� �4 '\ A I G ..AQGB 1 \ \ \ I I 1 I I 1 1 1 l- - I + IE E=I3-1.93YI2"GMP) ®Q \ iy BUILDING S \ I RII�=17G1.99'\ 1 \ \ \ I 1 h�y I' `.� .1 IE W=136.54'(12"GMP) oQ] / \ \ G IEh1� 1E��1�13' \ \ \ \ \ \ \ , I I I \ I I \ \ \ \ 1 I 1 I•l:/ •. 1, 1 , / GB(TYPE II) E0 1 „, Pi 6'' \ IE'T1=161•IGIA 1 \ \ \ \ \ \ \ \ \ \ \ I`l.''.`.tr - • RIM=139 33' , 0 �;. I \ \ ' 1 \ \ \ \ \ 1 \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ I I 1 (1�, 1.J. 'l ' FULL OP HATER ��I- y '� GB�, \ 1 \ \ • + RIM=13G.40' \ %f 12 LL G ` \IF W 4(??\ I I \ \ \ \ \ \ \ \ \ I \ \ \sue_" \ 1l I I I I II�` ? W— IE N $ -128.11' 1_ O n 6 \ _ S" vG /\ \ lI 1 I \ \ 1 \ \ \ \ \ \ \ \\ \ \ }47\ \ #n\ \\ -le \\ ♦t/ `.\ ` 1 \ \ , 1+\� - • • `` IE NI $ PLAN 11 1 ! I DRAIN MN �� • S e i\ \ , \ —i_------ \ II I \\ \ \ 1 \ \ I \ \ \, 1,.:.-_�-: -.--.'.s‘-T-l' ,1• .\ ,A, 1.`` \ ♦PI \ 1 I -iy- R1M=146.b2' _ '0 _ I \ \ \ \ • `I •• •`'*..1:' • 1 • - '-Iv 1} \ 1 Oil - •- • ` .' - FULL OF HATER \-I \\ fl �� • ��_"� 1 I I I \ \ \ \ I \ \ \ * .\ •\ • .\•.YM.E�L1� D'1X�Ii •\' \ I l jl q . tU\\ I GBII rr1 / 7 I 1 I I 1 I \ \ \ \ I \ 1 \ \ \ \;#``. '1: ` 1' . 1. '1' oQ�Y • > • �` ♦�I I / �/y-��' - "• ' / I I \ I I I I RIMgl48.52' / / I I I I 1 I \ \ 1 \ \ 1 �� \ t \ \ \ 1• k 'I O. . I• �.�. • .1- .\. `\. . ` ..1•il I II .�1: ` . • .`.• + . ! 1 IE E=142G4 { • __ • SITE BENCH MARK I / / I I I� 1 \ \ \ I I f I ft-� \ \ _ \ 1 +\ �b Ly I , ' �' \ I I I If' DITGH IE W=142.5-f' r� Th I 1. RAIL ROAD SPIKE 1 J�C/ IE IJ=143.17' I \ \ I j _ �: 1` i l' I \( 1 ' . • - .\` .1 �,I♦b AIL ., - IIJ POWER POLE II E=13bfbb' \ \ I I \ \ I I 1, �` . \ \, .1 _ `\ \G�1 1 I..•\�• _\` • \ le I I • . '. ' • , • • EL=I31.BS' 1 \ \ PI* •� •• j. —1 4,- I1 I , •I+•! • \• ,• • • y • \` \ \ \ I \ \\ \ \ \ \� ' �'`ro-- -{ta'C-�' {\ I\ 1 \ \ I 11 L -� ��� .I-`I/1 , I e- - •. • . -. \ \ \ y I f=i1\„." 1 I p �,'J' • .( 1 •�i ,+ , ,, , • •1 • \ \ II ( I \ \ \� \ \ '-1*` ,..1 �\ \ ' \ \ \ \ 1 \ 1 1 I I / ryr7 -•;l 1 I II ' . , •.• , • 1 _I_I J )I GRAVEDRfvE / / / / / / / / ( - - I I rI r I / I , / / iDE` 1 i / / / 1 \ 2hLR I I 1 / / l I '. / LEGEND WETLAND MAP . SALE: I" = 60' I ' .I. w . . I EXISTING WETLANDS L W W •` 1 /i�� DESIGN DP.AN N — — PROPERTY LE / I \\ •TALAS FIGURE 5: WETLAND MAP_ . GURUDWARAINGH SABHA = ,• i 30 60 10 -CONSULTANTS RENTON WASHINGTON DATE ( \ ..� I Resource g Environmental Planning I I} eom ev.teoel mm�+em-r.�ioej e�i�mun.�cevr4-16—c16 RE:'IScD \`� , r . SUMMIT PARK . , N I I �� \ f .WETLNDI1 B \ . \ 1301e SO Fd(an-site) 0.30 A RES 1 _ _ _ _ WILLCI^f\ - 'mac �o rUPLAND AEA \ • �tie } 17„L4R04.....:,..0, S _ _ __- ` _ _ �r _ _ _ • 34'hlILL�"�I^I )• ‹ � —�_ �, Y~\ T y\OF— . Ate_ / -j�%7,77 �7/- __%/__ --` \ ___�` i�c �` N\ 1 // / /// ---,/Vi� r,. F— E= 1 WETLAND A---\1 // / y� / r//f////� /�.'/�'�`��� /\• \ / 2e,60o so FT(on-alto) I //// . � / / i /, /' _ I 0.07 ACRES O 1 'k2u h Rq4_�`Dp/y I BUFFER BOUN DRY—� I �"% � �,���, iT �\ k.� ,I • N� I \ \ I(PROJECT LIMITS) \ I I _ �l / / � r --�_ P11; \ \ I sH D \ V1i TLAN D ® 1 \r ;:; .;, �360 SG FT ;,n,.� 1_ ` 0CRES �i.?>;;< km,.4: .:` XG i \ \ \ �' rti:wI' I ,�j / L` \_ BVILD=- • ! II°ALDE ro _ 'S I m 1 I ��� N \ - 1 J // ,I I 19 CEDAR' 4 13°CEDAR J `j I- - s - - - 1 ` • ITCH TO BE GULVERTED G / / / a ' \ \� • I1 1 \ iOM TH15 POINT l^�5T - pO ` I X. --..--------- • <-.- • 7- //le _X.=. - -it-,-;-__- --, TII I • S NOIGAFFED - _____ . 1.... ...\...,.. .... ... ...,./ ....j I \ J I V I ` I / c i'kIil 1• I BUILDING 1BUFFER UNDARY. ' _ ",,,,,,,,- : f ,. \ \ , + . I I I • I ' . . ... . N ..., . 1 1 . / ;_, . \ 1 . \ \ . \ , \ \ / , • I I1I \ ^ ` HOUSE ' . i Y I \ 1 \ \ \ e� 1 \` \ I / I \ I a k " .: WETLA I D X/Y \ I i ;e».5h :#%; "'" .l ``�'; 0.28 ACRES • 1 I I•I 1 •i \ . 1 11:: / I c3.Lw,.,•:..;a°.,Y•T..kn:r:..;...:.;>;..;.rr}.r::`::>Y:;'aE;£fi.#?3v%?::;`•'.:.v`": \ I \ \ 1• \L_ i11: 1 I 1 / I J I 1 \Pl'i i. _ RA DRIVE �� / `7.7- .- -^-I ( I .` • I / 244ZER 1 ' LEGEND WETLAND MITIGATION MAP . . • ' SCALE: I" 7 60' < t> IMPACTED WETLANDS 5,956 sf. . :•r5'rg7::Sggii.ITgI•ID �T1 CREATED WETLAND 11,3flfl .sf. (----„, 1 . . FI. , URE 6: , . . TLAND MI oesie1� D�I•I• — G WE TIGATION I c - RE$TORED WETLAND 11,200 sf. �� I l � ' '�' �;�� AREA CALCULATIONS SGrIS• 0 0 60 120 ■■•T= - ` -- CONSULTANTS GURUDWARA SINGH SABHA I SO Oftl‘ .� /����/ WETLAND BUFFER g RENTON, .WASHINGTON GATE Resource le Planning �a¢¢¢o..,ona ao¢xonn,m-+»mcm�..+uam¢,o+xor- ��� w.leml mi-:sa¢-r.,Ixq ea-vv¢ 4-24-q6 L - - -. PROPERTY LINE REVISED ��/i r- . GB SUMMIT MMIT PARK I RIIM= 1.64' RIM=144.61' ( / / / 1E + \ / / ( / 1 ` \ 1 I I I I I \ t \ 1 \ \ \ \ I \ 1 1 \ WILLOW\ \ \ ! _\ _ �20 \ N \ �0 \\ UP(\ANb� AREA \ \ \ \ I IE-14223 -\ \ -11 rsLD• ,-\ .�. .a _ �§ T�r-C ♦ 1 -�..�-YG \ \Xki \ \ \ 1 Ts 1-1 /, " �--a'WIL101 ,* L. `'•' - ;f -i_ _?. _--- 2-- \. \ "\. . ." -t / \ \ e, ,, 7777, -\,--17-z N \o- B 2 I B of° es I I / / / /• / / �Y' / tea/ "� -_sc_ �? �--\ `� •\.\ '\• IJ \to) c 1LL__________L_____ 11III \ I1 / / / / • _z. — 1''• .E�r=`),I \ \ I I` \ ( �� ! I 1 1 \I 1 I WETLAND B' �7 /=-it - ',mob ,.-__ - - z• I 1 1 \ \ ( i ! 26° R \ \ \ \ I \ \ \ \\\ \ I ( / / / / CARGLTI \ \ \ \ \ II I I 1 1 \ I I ( ( 1 I /. . •i `/. %� C 7f- .---T — — _ 0l,i I I l \ \ \\ I I SHED \ \ \ 1 1 '\- `W "1•( I / ( , ETi ANp a A (""!" C\ \ \` \ \ I \ \.01 ACRES �1—''' v` "_ -�z ! I I. \ ( 1 I 1 I ` . l�•87,AC@PS. ry \(` I . . I • , , �= II\62'! 1! I \ \ \ EXISTING SIU� 1 \ \ \ \ \ \ \ \ \ \ I Q� �^ �(."<'��V/ / / 1 • \ 1 ! • . */. ` .B :BUILDING \ 1 I ` / II"12!11 / ///// f \ I i " - -/ a\ 1 • /`\ I \ \ \ \ 1 \ \ I 1` • i .I l�1 , \ \ • 1 1 \ 1 \ \ \ ( J \ . _ I 1 1a1c•EQ "/{8GNG. \ N \ \ �, ` 1___ _ ° ° 1 \ \ \ ,� /. !`� '//� ( -� 1 I"( I ) _ \ \ o I ! \ 1 1 1 1 1 \ ` � \_ � � `� ` mil i � • �_ \ I. �• AID \ B"PVCt y j x' — — — -' = �` I l I ` "" - - ^-- DRAIN MH \ _ / T I PIPED I i I \ 1 I I -Y� ( / I f r I` .1` •I` • ` \ HANDICAPPED ) 1 1 \ . — —� - 1. ` 1 1. ( u RIM=146.66' p)i,i = I' FULL OF WATER I STAL 1 I 111E=174.Ib' ` �/ I 1 ( / / / DITGHi I / / % �� ! I I` I I 7 ( I I I r I _� ! \ 1 1 I / ( I ! ! I I , r 1". ` . `L �I1 / a I I l , -, \ \ 1 ! I I \\ // 1i11 ° I I I ! ! o I ' / / \�' - I-i •I I`I \ , I EXISTING , 1\ 1 Q I I I � ( 1 I 1 ' ! I I 1 ! I i I / / 11 'l'. I� I .I`J` LI C:f3 b ! >> �BU{LDIiJ6 S •01 llQ41l 1 , 1 I I 1 1 1 I I ry ' I� �I°_ I 1 RIM=140.40' I 0 t C EXIT,,,r � 1 \ \.6 1 <) — I \ \ \ \ \ ! i ! ! ( / / / l' `I` / IE E=131.93'(12"CMP) \ F Bl1LDNG p \ I q. 1 1 \ \ \ \ \ 1 I I I 1 ! \ \ \ 1 \ 1 C"L/` I ` I + "I IE W=06.54'02"GMP) �� i G S ® \ \, 1 G =RN E. 97 l 1 I 1 l ! I• I ": .1 :_______I %� \ PJ IE S 1=IIbp.13'\ \ 1 \ \ \ \ \ l I 1 \ \ \ I I 1 ! I. / la ! • /. GB(TYPG'II) I % 'r 3' � \ btt77 G 1 \ \ \ IN`\ 1 I 1 \ \ 11 1 I 1. a;;;;;;;;nk r RIM=139.33' >., \ 1 1 \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ I I 1 / u. • ./ J• `FULL OF �dATER 0d l f G� \ W 1 \ \ \ 111 1 \ \ \ \ \ \ 1 )� \ I 1 �o-j• I . 1 _ • •.. - .1 5El^!ER MH - I ;,/ \ RIM-ISLII' I \ \ 1 \ \ 1 \ \ \s I 1 11 \ \ \ \ {�•ry}I 1 p -_ n' RIM=13G.40' "iA I_..1k7C .;; ; \IE IE NE\49a0151 SI \ \ \ \ \ I \ \ \ \ \ \ \ '.1' \ \ \ !` •. WELL"b" ER PLAb.II' �}� S } A \ 6" VG I II \ \ \ \ \ \ /� � !1j • _DOUS "I I �,Y7 / \ =J_ r \ 4i \iI \/1 I\I / I .1 1 \ \ \ \ \ \ \ I \ \ \ \ \ }�\ \ },a\ \ +i0 \ � � \` .\` _1 1 1 1 1 Ip\`, � " 1 DRAIN MH .AAA t\ \ \ 1 \ ` ` \ 1 1- \ \ I \ \ \ \ \ \ \ \ 1 \ \ —_'—� 4--' :— .I" .1 .\' '.\> 4 1 \ } z- a ` " " 1 FULL lOF WATER �\ `\ ) /��Ti i_ _. 7 ° 1 ( \ \ 1 `, \ \ I \ \ 1 111 L ..`\_ 1- i" \'' `1" 1 I I /1 - ` - `, - 1 1 I I I 1 x ^ _ `1 ` •1 .Vlj E LA D`X'/Y.1` / `/ I r\,-tti.�\ \ GB I / / , , I , I 1 \ \ I I ' \ 1 1 I , /:. A / �424�2 sd FT.I • • '( \ le.`�I , /(r_/�`I+ V^iiI 111 I RIM�148.52' / J ( I 1 ` \/ •I" • 1• 1• " 0.28 ACRES • 1 ` )< (�C�r�•I - I I I I IEE=142.014' / I I I I \ \ \ \ \ }� I I. \ \ \ /• a\ra • 1 • I• . _ `\ •\` 11 I 111 h • ' -• ` - ` "' SITE BENCH MARK ( / IE W=142.ST \ 1 I ?� /fib` - ` ` '\- N ;[1 ` -\ I IIa RAIL ROAD SPIKE / /// IE N=143.I1' I ( ! I \ \ \ I \ I � a \T �\ b�} 1 }� t " �i{�I y L •INPOEPOLE E=i3600 \ I \ \ 1 I 1 f. .\ _ \. 11 \ 1 �{ .IEL-I31.liS' I '� \ \ \ 1 \ \ \, 1\ � • \ I\ \ l 1 + �.'T`II\ 1 � \ \ \ \ 1i \ I II b ( '-��`��� .1t • `1��1 ( I rG�• ` " ` - • - a• 1 - \ \ \ \ \ \ 1-IT 'ri1- `\ \ 1 \ \ \ \ \ ' 1 I l l,�r {( ! , I( a " + • . " + `. , G1(AVEL"DR(VE / /, 7 / / / / l ,,\,...-5�-�� �—t• -1-I 11 t 1~ ! I f / /�� \ I tI 1L 11 1 1 I / / / I \ 24"ALDER' 1 / / / / // // / I 1; LEGEND WETLAND MAP SCALE: I" = 60' I * W * W y y y 1 EXISTING WETLANDS - PROPERTY LINE IDEs16N DRAWN - _ FIGURE 5: WETLAND MAP AO 1 1 T ALASAFA GURUDWARA SINGH SABHA SCALE 0 30 60 12o CONSULTANTS c Resource & Environmental PlanningGATE RENTON, WASHINGTON i =6O �,.ige)E„_r4_..,lar„._>ao 4—I6—GCS REVISED . SUMMIT PARK / / \ - • ( WETL MD B 13019 SO F (on-aite) I \ \ 0.30 A RE9 �< � ` - - _ _ WILLOWS — _ — — _ _ eo UPLAND AREA \ O• • J` 17"ALDER 6 _ _ _ _ 9s \ 34'WILLOW • • • \ \ \ �— — — .\O — // I �j % � I WETLAND A #7 -- _/�' ` _ 29,600 SO FT (on-site) !%�/-/ 0.87 ACRES �� Ra,F I BUFFER �T /'/ �/ I p <D,Q,�� I R BOUNDARY I j —� (PROJECT // _ co— ( CT LIMITS) — Qui> \ SHED \ WETLAND D — \ \ 356 SO FT ,,, \ \ 0.01 ACRES �.` '�� • J. I 1 1 ;g::>;g>z: ::::: ;!::::>::::�_ I r 7---- A 1 �= 1 ;EXISTING \ \ `":::`<:::': /y N :BUiLD11JG \ \\ I y l y I I II"ALDE \ % 1 — — n my \ \ \ ` \ I 'O"POLDER / / \ l N \ 1 1 14•GEDAR O. \\ —� \ \ \ \ 1 / �/ 13'GEDAR ry I— 1 \ I ITCH\ ROM T�SPOINT HEST • '�_k /%1�`�i I I \ O , \ r 1 I -ti = I STADIGAPi'ED I \ E_-- • 1 �— / \ / ' I _ Li I I 1- -J I I 6 / \- I I . 1 EXISTING \- I I Z. I MI I i ;BUILDING , O ` I / / I I BUILDING I \ BUFFER \BOUNDARY—I.— I / . I I \ \ \ (PROJECT LI ITS) \ 1 + . 1 I iI N I\ \ \ \ \ I o� 1 I \ 9,// \I \ I W\I I \ \ \ HoEI 1 \ \ \ / , \ IL � \ — \ \ \ -- — — ' \ • I I r I I \ \ <<!< ` ` >`-..: >:: WET1LA2412 �DT X/Y ` I/1 \ \ i:::::i:?:::is:'r'::3�:' :::::':;,.;: — 0.28 ACRES 1 I I I I \ > i I IIL I — GRAVEf DRIVE Tt1 1 _ _ — i I / / 24'ALI/ DER t LEGEND WETLAND MITIGATION MAP SCALE: I" = 60' i fiiiiv€: <><imai > 3 IMPACTED WETLANDS 5,956 sf. TIT _ ij CREATED WETLAND 11,300 sf. r "---) DESIGN DRAWN mTALASAEAFIGURE 6: WETLAND MITIGATIONRESTORED WETLAND 11,200 s , AREA CALCULATIONS :C.ALE �� 0 3o bo 120 CONSULTANTS GURUDWARA SINGH SABHA I"=60' L //� WETLAND BUFFER Resource & Environmental Planning DATE � RENTON, WASHINGTON 4-24-G6 — — PROPERTY LINE REVISED • within this wetland and its southern buffer were cleared (but not filled) during the summer of 1995. At the time of the February 1996 field investigations, vegetation within the drainageway consisted largely of rush (Juncus sp.) and watercress (Rorippa nasturtium-aquaticum). The northwest corner of the wetland includes a single large (34" dbh) weeping willow (Salix babylonica), as well as a red alder tree, lady fern, Himalayan blackberry (Rebus discolor), and bittersweet nightshade (Solanurn dulcamara). The drainage channel in this portion of the wetland appears to have been relocated toward the south. The original channel is located immediately south of the north property line, and is still visible. This channel relocation may have occurred during construction of the housing project north of the subject site. Wetland B is rated as a Category Ill wetland according to the City of Renton's Wetland Ordinance. Category Ill wetlands require a 25-foot buffer. Wetland D Wetland D is a very small (356 sf), hydrologically isolated, shallow topographic depression. Vegetation in the wetland.consists of a palustrine emergent patch of creeping buttercup(Ranunculus repens) and velvet grass (Holcus lanatus). The wetland is entirely surrounded by Himalayan blackberry which was mowed in the summer of 1995. Wetland D would be rated as a Category Ill wetland according to the City of Renton's Wetland Ordinance. However, this wetland would not be regulated by the City since it is an isolated wetland less than 5,000 sf. Wetland X/Y Wetland X/Y (12,412 sf) consists primarily of a palustrine emergent wetland interspersed with scrub/shrub vegetation. The wetland is located in the southeast portion of the site and appears to have been disturbed in the past. Wetland X/Y is separated from the larger Wetland A by a low berm. Hydrologically, Wetland X/Y is supported by groundwater seepage from the toe of the slope. Drainage from this wetland.flows in a southwesterly direction before exiting the site at a small ditch paralleling the south property line along a gravel drive. Vegetation in the wetland includes Himalayan blackberry, soft rush (Juncus effusus), reed canarygrass (Phalaris arundinacea), sedges (Carex sp.), creeping,buttercup, and red alder saplings. Soil borings taken in the wetland revealed variable hydric soils that had been disturbed in places. At the time of the February 1996 field investigations, soils were saturated to the surface. Wetland X/Y is rated as a Category Ill wetland according to the City of Renton's Wetland Ordinance. Category Ill wetlands require a 25-foot buffer. • Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 4 • • 5.0 WETLAND FUNCTIONS AND VALUES Wetlands in general provide many,valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. A wetland functional value assessment was conducted for each wetland on the project site (TABLE 1). • TABLE 1. Wetland Functional Value Ratings FUNCTION: WATER QUALITY IMPROVEMENT Wetland Rating Comments A Moderate Moderate flow through wetland; high vegetation density; no proximity to pollutants • B Low/ Relatively rapid flow through wetland; moderate vegetation Moderate density in drainage channel; no proximity to pollutants D Low Limited by very small size; no proximity to pollutants X/Y Low/ . Slow flow through wetland; moderate herbaceous vegetation Moderate density; no proximity to pollutants FUNCTION: FLOOD/STORMWATER CONTROL Wetland Rating Comments A' ' Moderate Located high in watershed; limited ability for stormwater storage Low Small size; limited ability for stormwater storage D Low Very small size; isolated X/Y Low/ Relatively small size; moderate stormwater storage capability Moderate FUNCTION: GROUNDWATER EXCHANGE . Wetland Rating Comments A Moderate/ Presence of seeps indicating groundwater discharge High B Low/ Functions primarily as drainage pathway for water discharging Moderate from seeps associated with Wetland A _ D' Low Limited by very small size • X/Y Low/ Relatively small size; some limited groundwater recharge possible Moderate FUNCTION: NATURAL BIOLOGICAL SUPPORT(WILDLIFE HABITAT) Wetland Rating Comments A Moderate/ Relatively high plant species and structural diversity (forested); High permanent soil saturation associated with seeps; habitat features present B Low/, Relatively small size; moderate plant species and structural Moderate , ,diversity (prior to disturbance);disturbed buffers _ D Low Very small size; low plant species and structural diversity X/Y Low Relatively small size; moderate plant species diversity; low structural diversity; disturbed condition Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 5 • FUNCTION: CULTURAL/RECREATIONAL VALUE Wetland Rating Comments A Moderate Wetland of value primarily as a component of surrounding open space; little passive or active recreation opportunities B Low/ Functions primarily as an open space buffer between the project Moderate site and the residential development to the north D Low Very small size X/Y Low Little passive or active recreation opportunities; relatively low aesthetic value due to disturbed condition: 6.0 PROPOSED PROJECT 6.1 Description The proposed project consists of the construction of a new Sikh Temple facility with associated parking and landscaping areas (Drawing W1.0). 6.2 Development Impacts on Wetlands The proposed project requires the filling of 5,600 sf of Wetland X/Y, as well as the very small (356 sf).Wetland D. Only the impact to Wetland X/Y, however, would be regulated by the City of Renton, since Wetland D is less than 5,000 sf and is hydrologically isolated. In addition, approximately 11,200 sf of Wetland A was previously impacted by un- permitted clearing and grading activities during the summer of 1995. Clearing activity during the summer of 1995 also impacted a large portion of the buffer of Wetland B. Impacts to Wetlands A, B, and D were approved by the Corps of Engineers in an "after the fact" Nationwide Permit#26 (dated December 11, 1995). As long as total wetland impacts on the site are below 1 acre, no additional permits would be required from the Corps. Furthermore, all previous impacts to Wetlands A and B and their buffers will be restored during the mitigation process (see Section 7 below). 7.0 WETLAND MITIGATION/RESTORATION A conceptual mitigation/restoration plan is included with this report as Drawing W1.0. Mitigation for the 5,600 sf of wetland impact to Wetland X/Y will occur as approximately 11,300 sf(minimum 2:1 replacement-to-loss ratio) of wetland creation north of Wetland X/Y. This wetland creation area will be integrated into the restored wetland area and the existing wetlands to create a single wetland system. A 50-foot buffer will be provided to the created and restored wetland system. 7.1 Goals and Objectives Goal l: Replace wetland acreage and functions lost to filling of approximately 5,600 sf of Category III emergent wetland. Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 6 Objectives: 1. Create approximately 11,300 sf of emergent and scrub-shrub wetland (minimum 2:1 replacement-to-loss ratio). 2. Integrate the created wetland with the restored and existing wetlands on the site to create a single contiguous wetland system. 3. Provide hydrology to the created wetland from existing seeps on the hillside to the east. This water currently flows into a collector ditch and is piped off-site through the existing storm water system. - 4. Provide hydrological support appropriate for each wetland vegetation cover type created. 5. Create a mitigation wetland area that has greater.plant species and structural diversity than the wetland to be filled. 6. Incorporate habitat features (e.g. snags, down logs, and nesting and'roosting boxes) into the created wetland and its buffer. Goal 2: Restore,the approximately 11,200 square feet of previously filled forested wetland. Objectives: 1. Excavate the approximately 11,200 square feet of previously filled wetland area to its original grade (or slightly lower)to enhance natural drainage retention. 2. Plant the restored wetland area and its buffer with native plant species which are both conducive to the establishment of a forested community and beneficial to wildlife. 3. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting boxes) into the restored wetland and its buffer. , 4. Integrate the restored wetland with the created and existing wetlands on the site to create a single contiguous wetland system. Goal 3: Restore/enhance the 25-foot buffer strip associated with the wetland/stream (Wetland B) along the north property line. Objectives: 1. Replant the buffer area with native plant species which are both conducive to the establishment of a forested community and beneficial to wildlife. 2. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting boxes) into the restored buffer. _ 3. Provide a visual screen between the proposed development and the residential • development located to the north of the site. 7.2 Construction Management Prior to commencement of any work by contractors in the mitigation or restoration area, the clearing and construction limits will be staked, grade staking will be completed, and fencing will be installed around all existing vegetation to be saved. A pre-construction meeting will be held at the construction site to review and discuss all aspects of the project with the selected contractor. qs Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 7 1 . Talasaea will supervise plan implementation during construction to ensure that objectives and specifications of the mitigation plan are met. Any necessary modifications to the design that occur as a result of unforeseen site conditions will be jointly approved by the City of Renton and Talasaea prior to their implementation. 7.3 Monitoring Methodology As required by the City of Renton, the monitoring program will be conducted for a . period of five years, with reports submitted to the City according to the following schedule: • quarterly for the first year following construction • annually (at the end of the growing season)for the second through fifth years Permanent vegetation sampling points will be established at selected locations to incorporate all of the representative plant communities. The same monitoring points will be re-visited each year with a record kept of all plant species found. Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. An approximately 10-foot-radius sampling plot will be used. All monitoring will be conducted by a qualified biologist from Talasaea Consultants. Photo-points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the mitigation and restoration areas. Review of the photos over time will provide a semi-quantitative representation of success of the planting plan: Monitoring and photo-point locations will be shown on the "as-built" plans, which will be submitted with the first monitoring report. Wildlife Birds, mammals, reptiles, amphibians and invertebrates which are readily observable (either by direct or indirect means) will be identified and recorded in the wetland and buffer areas. Direct observations include actual sightings, while indirect observations include tracks, scat, nests, song, or other indicative signs. The kinds and locations of the habitat with greatest use by each species will be noted, as will any breeding or nesting activities. 7.4 Success Criteria Success of plant establishment within the mitigation and restoration areas will be evaluated on the basis of both percent survival and percent cover. For woody planted species, success will be based on a survival rate of 90% for each monitoring ' event. Success for herbaceous species will be based on at least an 80% cover of desirable plant species by the end of the 5-year monitoring period. Exotic and invasive plant species will be maintained at levels below 20% total cover. These species include Scot's broom, Himalayan and evergreen blackberry, reed canarygrass, purple loosestrife, morning glory, Japanese knotweed, and creeping nightshade. Removal of these species will occur immediately following the Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 8 monitoring event in which they surpass the 20% maximum coverage. Removal will occur by hand whenever possible. No chemical treatment will be employed without prior approval by the City. 7.5 Maintenance (M) and Contingency(C) Established performance standards for the project will be compared to the monitoring results in order to judge the success of the mitigation and restoration project. Contingency will include many of the items listed below and would be implemented if these performance standards are not met. Maintenance and remedial action on the site will be implemented immediately upon completion of the monitoring event (unless otherwise specifically indicated below). • replace dead plants with the same species or a substitute species that meets the goals and objectives of the plan (C) • re-plant areas after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc.) (C) • line wetland areas with impermeable material where hydrology is deemed to be insufficient to support the desired wetland plant community. Where appropriate, liners may be installed immediately upon completion of grading to increase probability of wetland success (C) • irrigate with a temporary system for at least two full growing seasons following plant installation (M) • minor excavation, as needed, to correct alterations of surface drainage patterns (C) • remove/control weedy or exotic invasive plants (e.g., Scot's broom, reed canarygrass, Himalayan blackberry, purple loosestrife, etc.) by manual or chemical means approved by the City of Renton. Use of herbicides or pesticides within the mitigation area would only be implemented if other measures failed or were considered unlikely to be successful, and would require prior agency approval (C & M) • clean-up trash and other debris on a bi-yearly basis (M) • clear or repair trash racks, culverts, etc. on a bi-yearly basis (M) • selectively prune woody plants to meet the plan's goals and objectives (e.g., thinning and removal of dead or diseased portions of trees/shrubs) (M) 7.6 Performance Bond A performance bond will be posted with the City by the property owner for 1.5 times the cost of replacement of plantings and the 5-year monitoring plan to assure the • success of the mitigation and restoration plan. The bond may be released in partial amounts at the sole discretion of the City in proportion to work successfully completed over the 5-year monitoring period as the applicant demonstrates performance for implementing the conditions of the plan. 7.7 As-Built Plan Following completion of construction activities, a revised set of"as-built" plans for the wetland mitigation and restoration area will be provided to the City of Renton. The Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 9 - plans will identifyand describe anyCity-approved chan es in grading, plantingor 9 9 9 other constructed features in relation to the original approved plan. The plans will also show photo-point locations and vegetation sampling points. • Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 1 0 References Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Department of the Interior. FWSOBS-70/31. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, US Army Engineer Waterways Experiment. Station, Vicksburg, Miss. Federal Interagency Committee for Wetland Delineation. 1989. Federal Manual for Identifying and Delineating Jurisdictional Wetlands. U.S. Army Corps of Engineers, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and U.S.D.A. Soil Conversation Service, Washington, D.C. Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. Reed, P.B. Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest(Region 9). USF&WS Biol. Report 88.. Reed, P.B. Jr. 1993. Supplement to: National List of Plant Species that Occur in • Wetlands:Northwest(Region 9). USF&WS Biol. Report 88. Renton, City of. 1991. Critical Areas Inventory Map. Terra Associates Inc. September 2, 1994. Wetland Evaluation. U.S. Department of Agriculture, Soil Conservation Service. June, 1991. Hydric Soils of the United States. U.S. Department of Agriculture, Soil Conservation Service, King County Area Soil Survey. 1973. U.S. Fish and Wildlife Service. 1988. National Wetlands Inventory Map, Renton Quadrangle. Washington State Department of Natural Resources. 1994. Endangered, Threatened and Sensitive Vascular Plants of Washington. Gurudwara Singh Sabha of Washington Wetland Mitigation Report City Submittal Talasaea Consultants TAL 224 224mtp12.rpt 1 1 • • BEGINNING. 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