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HomeMy WebLinkAboutLUA96-075 • i2-65/6'TI-II ELMO.51DIH6 ,,�. 1W VERT.GROOVES• 4'O .(6)PATCH MAX. TT. ii TIDLK'6.•PARAPET /1=M\ ELEV.•Ib'-II• ■Irl Irlrlrr r• 1rrrlEluI1■IM.INI MrlliiiplIMERMINIOR �1r•\Tr, 11111111 MIN 1�11 III lia ctimik 0 `iin @sok i. ,---- Aim. Iiii• iiIJiLii iimiiirl�lrlr iimil I�•Iiiiiiii Iii11I�w, �/-r ai- Go _admire iiiiiI111iIIII■IlIIIIIII1111/111111111/1111111■1 IIN1min., i1111Iu11�Iu111iia11u1.111uIuIl1hIU11I11111111111IiuI111�1111111111111161111h.. ..1r \ 1 11■�1■ ■1�1rr.1��.Ir1lr..t•1r•.I•I...I�Ir./�1010111...11 _ - ELEV.•Y6 ----• -----—•^—^" --- IIq Ir IIIIIIIIIIII II IIIII III 1,111171 II MU IIIIIIIIIIIII� 1 \ \ /I T,51LL M \ \ ELEV.•3-0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . • I I I I I I I I I I I I I I II -- FINISH FLOOR / I- I ELEV.•O'4' 1 NAL-O m 6LAZIHY T 4 e DOWNSPOUT,TYP. FREEZEWOOOLER VENN 24-4NO SYSTEM WOW WTHM A SE-11C11 MO Q ElT®l VEItT.EDSE OF TIC POOR I'IHSUL.6LA55 SET IN AN MOD.ALUM.THERMAL BREAK MOOR FRAMERAmE TYP. ' `- RIGHT SIDE (WEST) ELEVATION PIREIIIEIT el HO �� `�J va•=r o• Al2C1-IlTECf&, INC., P.B. LI baryon Om HAW 11 vard Pro. Odle 4 Dim VA UM (IN)10-11100 McDonald's Restaurant - Renton Village Shopping Center, Renton, WA .,B418A2 ALL"M¢DONALD'S'SIGNS BY OTHERS UNDER SEPARATE PERMIT 8"x16`SCREENED ALUM. VENT ON BACK OF MANSARD TYP.24 6A.6ALV.MTL.COPING AT 15'-0"O.G.TYP- 0 TOP OF PARAPET< DBL.MANSARD VERIFY COLOR W/PRO 1EGT MANAGER TYP.CLASS'A'ASPHALT SHINGLE ROOFING GAF"TIMBERLINE'OR APPROVED EQUAL. EQUAL EQUAL 2'-6" BO ALSO YEASEE SER ON b/A4.REQUIRED. TYP,MANSARD ROOFI CONSTRUCTION SEE SECT.6/A4 �nI T/BLKNS• PARAPET • "TrilliTiffT#411.11 '�11!n111M-11r1�r1-�,r�1� �1■1� ELEV.+16'-11' Jamul � �J�I� II C!� TYP.24 6A.6ALV.MTL. ' IYI it �i _ ,_� �.._ �I ►. n_ mIr�■ I��l��rl, `u■�1� u�■�,- �■�.� u�■�■■■i■�■■. ■�■■r�li■i.il�■�■�1�•■.�■�■�■�u �■�■■.���■�■�. RAIN GUTTER ON MANSARD �1 I �Im11� ANTI �IHII RIN1 m1111�m111m�11111 Minill 1��1` PAINT GUTTER TO MATCH FASCIA d1��1 Inn I11I I I IIInn Inn I I nn I Inn „'I IIII nn I IIII I,n ,/Q11I1111Ir111. I Ills I II1 I III 11 I III I T I III 1 1 11111 11 1 11111 II 11 11 1III I I II I T IIII�` I 11 5/SOFFIT \J �� ELEV.+10'-0" \\ \ \ / TIGHT KNOT CEDAR 1 FASCIA AND TRIM TYPICAL. TYP-2"DIA.24 6A.�- 6ALV.MTL.DOWNSPOUT M \ \\\ T/SILL IS PAINT TO MATCH ADJ. BLDG.FINISH /T ISH(BEYOND) 7 ELEV.+2'-0" CONNECT TO STORM _ _ DRAIN VIA TICHTLINE ( /f FINISH ELEV.\ i +O-OR 1/4"TEMPERED GLASS IN ALUM.DOOR FRAME.(TYP. I" INSUL.GLASS SET IN • ALL ENTRY DOORS) AN ANOD.ALUM.THERMAL 5/8'TI-II PLYWD.SIDING. BREAK NAIL-ON WINDOW W/VERT.GROOVES 0 4'O.G. SYSTEM,TYP. (6)PATCH MAX.,TYP. �- FRONT (NORTH) ELEVATION J1/4'.1'-0' AN McDonald's Restaurant - Renton Village Shopping Center, Renton, VIA P'R II�E� HO 9 PP 9 AI2CIi1T IP/1•4 , Bic. ea NM_ _� r■�r MOM p 14l Y.�laws v� 1■,4 e1-II■ 05/24/96 0919 - 95416A2 • • • _ - I .-- ..= 1 1 :-, , -i. „... , Anti -Jj 1 A ll111111 1211E111111111111111111111111111111111 11111.1 OS • 11-1 i i 4.....i. I il II it i i i /I 0 11111111111.11111% . ..II. .1 Bann _ p„...021 sum wasovcami si dinammui minnincinuminialinsommunu puimninalinn nonnomumaniummounci II i v v 1 it 1 1 1 1 IL/II 71161.1 fill' 1 ..11.1...li/it..I.1,11, I...IL I JL I JL ..IL I Ir.6..11...hil..ILLI.L..I ..u.. 1--• --ii.--1 ....J....... - 13/SOFFIT $ [--• Mil[ill. HITE ----•-11111t111111111 ------ - ria —-I • - ---1"-- - • • • ---r------T-----j"- ' !minium! ' ::-- .., I — --\\--=[ -----\\-. ,= it 1 5 Iiiiiii:1 Elli , 1 , 1 1 \. \'1 : 11 1 .. i , i 11 Illiiii: 1...,••••___ I i... .._ •. „..............,.....„.......„, .. ... .... h.t. DOVSISPCUT,TYF'. 1 11 !,;•Ig.' 1 ' i i 1 1 I, i 1 , , .:11111ifillEMIDE 1. ,1 ., c - 1 T/SLA13 elii 1.INSUL.6L,ASS SET IN 7 -..\_—'T.D17,14.50TES. TILMPZERED i AN ANOD.ALUM.THERMAL PIPE SOLLARDSEE FLOOR BREAK WINDOW FRAME PLAN FOR NOTES. TIE•HT KNOT CEDAR TRIM LEFT SIDE (EAST) ELEVATION FPIRDHT df HO •131.126.CORNERS A1412 ARCVNO VOC7R.SMINOOMS(TYPJ. %.....,...A...2.} I/46=1,0' Ancznza8.1NC...P.&ALI &/20/96 MaDonald's Restaurant-Renton Village Shopping Center,Renton,NA 95411302 ..,..,- '.• 5/8"TI-II PLYWD.SIDING W/VERT.GROOVES @ 8" O.G.(8)PATCH MAX.,TYP. A.�v_I __. _ 1 t A i TBLK'G.0 PARAPET $ 1 j i € ELEV.+16.-II" il I U I i , • _._, _ Iffillill 11 IIIIIIIIIIIIIII_II1IIIIIIIIII1IIi1111 lllIIIIIIIIiT r i •i ' 1111 11111 ' 111111 ••••. T/NIINDOW I \ \ •:.•11 1 i \ ELEV.+8'-O" YY kIN f!f ! iiii� LI ! �•;•;;.; 1 T/SILL ' •••♦ i4�%%i I f I ,, ELEV.+4'-0" 1 I1:1 �+++++++:1 _,I/ : N\ I I ••••••. SLAB ELEV.+O'-O" TIGHT KNOT CEDAR TRIM FREEZER/COOLER EXTERIOR ACCESS 0 BUILDING CORNERS ROOF LADDER AND AROUND DOORS 4 WINDOWS(TYP.). 1 5 willful' REAR (SOUTH) ELEVATION ilful' a no A I/4"=1'-0° ._. A�l Kc�JC��, D C, PA h mr, b/20/96 McDonald's Restaurant - Renton Village Shopping Center, Renton, WA 9541802 »eGr a°Do f 2h� MAIGAITD MAN 6A eILV.MR rOP°U PARAPET AT G'40L.M. ei1 w:eo•oL.TM. Or...Per•ma_MA1MAD i NOWT COLOR I PRO.E.MADAe9l M r1A9e'A'A KT9Mtl1.e R00PPtl N M 6KV.lSn•L dlnOl NW nil RYID.eD1In AIDO .PANT TO i e P T.OMO!•OR ANNOYED WIN. �veTTr.OR°oVEe•r s �• m°a Yam• ALSO g•yOneM YM. �' (a PAiG1 MAC M. r<• M.D. lay 1 7S'ELT,DA. �_—��_ �� �. T.RR.•PARAPET • ,._�. ..., . '.'_'__ . , . PWYI� TOWS.•PARMETELM IS) €i` �Iliidl[ IIII[%li;w"•1311�If •ipl�l�1A11�•11rr= j[Irl [iiill w,1r R C; I IPA rev«e•+l ° /mmlrl'nnK —.:.. _1_� �1minmm•,1 i I �I lL1lRI.It Mk �•�1 1 1 I \11111. NMON.V.M2 111191 IIII t�... 1L::L.n.a....r_r..ta.., :: xS.„I�..,iiii, 211.._...._` Awne.OMMAMENTO _J !A111111111I1111 IIIIIi111111111111111111I11111I 111I111IuIIIIIiil tainILIII IIIII11111n1111: •DTrR T°MAra1 PA°uw _nllmmmmmmu munmmmulmnmlm mn11un1nmmum111m1m1 umnulmu11211 li il,,..•niimlmumm�lmlln1nn11mmm1nmmmllmnlnunmun1nm11111111uu11lu1iuo1mn11mlm11s.� liim II�III 1u1u.. �1l ...LI 1..11 ...1 sal III•11 1,111 11,�11 1.,1 11111.1 1.1.1.11.1 111,I 1 1.11,1•...lui 111.Ln'.1\ _.. �• I u'Ij I 1 `' __i':1171:11 jjI �R;ry. liuwulll �1::::.. • w41OALV. MOaA�TAIOr�RdARzg. , p, I ' III.IJJII[IIl11UJIIII IIIIIM1111UJIffU1111IU1JJII1aliIIIUI III ;�, $ II .. ! �� ;�V�� Li T fd°i!;°NO 8 hh wool vv.n•MTure ELEV.oa Y 1 ._.\ . euv.TAR R vs•TEMPER!°•Aa w AL..OOM PRAM IMP 1••dl.ewe ELT DI J ` TWT MOT CEDAR TM1 •ALL GORY OGVN BREAK ItUL411 r11OVn NVRT.eTI00Ve•M3A•°L. P�>wtivw PR •EULONS COMERS AL(.024 A. DOq]11l1• T.W TN, OW PAT.MAX.TT. ROOPu � 1.00•5(M./. 2\ FRONT ELEVATION _ _ (`,,-..REAR ELEVATION r �`Aaj W•TO. t. w••re ♦o♦_m._rr 1'-0• SA'1141 R»O.SONS z NET N VOCT.MOC.D• ��pT Yam• L.I. 0.ra rwTCP _ _�_. ^_T O MAX MX..•PARAPET _ eTEv.•a•-�r 1 I I I 1 I I 1 I I I I I 1 '11 ■ IMII 11■1 1 11 1■ 1 1 1111 1■1 Ir 1, t IIII1I III III..I,LtlIItuIu11uIIIIl1uIuuII...4.II1111111111m1101 1111I111 II ` f BIIILDIN6 MATERIAL LE6[?ID ~ yg IF 11/11111 111111111111111III11111111111111111111111111m111111111111111m111111 111111111, / _ ,• eRwlE IrIrAAQlljj-- Ize /1111/1111 111111111111Im�111111111m11n11111/11111I11111I11111I1111m11 IIIIIm11111 / .e.• ..�,•R 1 / ' •'A'��• �_•�y�_�n��Rm. F nllwm 1111mu11um1um11nu11mm1mmlm11mnm1nu1mml 1u11mm, I' II�1 imis 1. t111111111111I11111I11111111111111I11QI11111111111111111 �111111111111.1.11I E1ww veaTrxeEcw,n•e•oL °` iiumnn111m111�Inmunon11mu11nui1nu11nm1nlnnmmu1on11I111 u111unmr 11uL. I PARR. MR. O 4 c6 nulmulmllalnl ■mmmmmmlmu1�g11mm1mm1.u1m111uniunml ■nmrmmu11m1. K iila l .. .. — ("} _._._..__.! :ANC PAIearPANT E.....0. , ) _1.......! i [ PIW.IMTGW.taOl T6lLM11M61CJm<D NO AAN•tfl O I \ :N . N 1 WADS OP 21•010 rt AM N A.M.RN ilill P\lI C`i \ 1\\ I • t M9wPPNSGdTGI v�dCYjLigi lt�FT(�BJpti pWS�j+ 111111UJIfU IIIIUI211111101IF • ! 11111E111W a A.„new twat _ _ _ 1` S E IwAplMloon eY es4se aO ! . RIGHT SIDE LEVATION NT Aga Q Au Or Em« ■y L....r '.:. TIE rOdL bMw OF 5 '. .)...... .Td ...- ARAMI.... If-\I 11'i BMW PD. 1Yy p ERTERIOR ADDL. i I I 1 I 3.— T - -- w �'A IIIII IIIlllliil eIllgiI1I111eill IIIlIiiIIIIIii,a:I1 oifi mina. •,��•` 1"s'2.� 11/111/11 Im11111111111111I11111111111I111IIIIIl•11M11111111111i Al �i �z�� i 1 °RAP TMe1°ve•1AP• ,--- 1:••II• 11,1II IIimm1111 ilnlmnumm111uI111ummm111lnmmm; 111111I11I. � _ t�1 k i 1 Err Es*'a+vAw tl:Iui.B i;;;;;g7NIA771i11T:;C71:Cm;:miCIitiICRt SIIII:ID,. i B R I .- 1 /p� IIII I.,.1m1111m111i1I111111I11111IIImI111111IIIIII11111I111IIIIII II lIlI11111m11ib.. fir, \ ��: i a a 4 e II_,111111111111111111 111111111111111111111111111m111111111111111111 1111111111111111111.. 11.. E . . 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I I LEGEND L COM>MSC DST sum nar WOG DC 1110•000.1 Oa NON, LI•COM NOOSE NOISCISS WRAC•PAILS or Mune . MPS.40.EMI a a w�113 NC ^W�o�«m�°M:. L• SITE PLAN _° SOP = Dom llo TM E B TI Lamm" DR ATM >a.E.w mamma TIMMS __ .ITC• . c— /To. ® • G, TOO OSOO iliY UST pw IIICi'm.Io.,•PO.w.e .•.I - _ _VP401101. or RAN SCALE.l•-20' Y q - Twmc PLO°'SCOT. �tt � McDonald'e Restaurant-Renton Shopping Center— STREET ADDRESS Renton,Washington RENTON SHOPPING CENTER a,urt.DC an R PONDS MOOS Or o.o STATE Cr...EOM - .- - 516N INFORMATION CITY STATE STAMM DATE BY 0 ua Sea-VV.m.Mx RENTON VASHINGTON PRnTAIN•CT Awe AM AREA a 27.750 SO.FT.± O max WA COATI' PLAN DECKED ..0.637 AO.t - ©TeX MT VOA KING AS T PORTICO,1 TAIL LOT NO.192705-9047-D7 REGIOW.DVG NO CORPORATE DWG NO. 0 Iwar..SOB avm PSEA - SP-2 i V�F9 1� i-�01 •LMi�' NES EA518ryJN N‘i o� en TSB �''----�` SGV'CN GRA \\ Y� �e f1 1 , o • —• ' �� � BENCHMARK EXISTING CONC. — 2� � y/ SAN.SUN.MK CURB TO BE I SW CORNER OF CONC. 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VENT ON BACK OF MANSARD TYP.24 GA.6ALV.MTL.COPING AT 15'-0'O.G.TYP. o TOP OF PARAPET t DBL.MANSARD VERIFY COLOR H./PROJECT MANAGER TYP.CLASS'A'ASPHALT SHINGLE ROOFING 6AF"TIMBERLINE'OR APPROVED EQUAL. 2'-6' EQUAL EQUAL .12'-6' 50 YEAR WARRANTY REQUIRED. ' ALSO SEE SECTION 6/A4. TYP.MANSARD ROOF CONSTRUCTION SEE SECT. ION I T/BLKTJG co PARAPET -ii tin mix minfik Amomint ((� 1■ ■1 J�`� � �pa` TYP.24 6A.6ALV. NSA,e IIII M kr- iii...IN .h■44.....iIh. 1L■ A.■ 'i ..•■ f� r 7r MTL. RAIN GUTTER ON MANSARD AMP ININWIRMINIMINErtia � � ' PAINT GUTTER TO MATCH FASCIA ./161 11�I�111�� �` / I i MINI...• .. i , I i i I i I i i i Immi���� m�nm�n�� i�� B/SOFFIT 1` — �� ELEV.+IO'-O" \\ \ \ ' \ \ / FIGHT KNOT CEDAR FASCIA AND TRIM \ TYPICAL. TYP.2'PIA.24&A.—� L_ 6ALV.MTL.DOWNSPOUT \ \ T/SILL S • PAINT TO MATCH ADJ. / ELEV.+2'-0" BLDG.FINISH(BEYOND) /T • CONNECT TO STORM — f FINISH FLOOR DRAIN VIA TISHTLINE ( / I ELEV.+O'-O" \\-- \ 1/4'TEMPERED GLASS IN I'INSUL.GLASS SET IN ALUM,DOOR FRAME.(TYP. AN ANOD.ALUM.THERMAL 5/8' TI-II PLYWD.SIDING •ALL ENTRY DOORS) BREAK NAIL-ON WINDOW W/VERT.GROOVES O4'O.G. SYSTEM,TYP. (6)PATCH MAX.,TYP. ^\ FRONT (NORTH) ELEVATION �A2J 1/4'•I'-0' P'1lfl FTesHO4 McDonald's Restaurant - Renton Village Shopping Center, Renton, INA An �'I'g, iNC„ p.8._ bp--IY•W Imo.W EL- 4 MN -a-I1• • . - 05,24/96-0911 ` - . 95416A.2 . - . - 1 • :� fi U : Q OOCI) w-](OVERALL DIFBE DW i 25•41 la26-]1/2' / 72-0' II'-10' 124 la 3,4 Vr 6'-0' 54' , 124 Ur -c7• • 141 Vr 4'-4• t 6 la' . 7 V]• Ea •46. Ea , INLOMIN6 PROVIDE 516'LEVEL PILL BOX(SEE riATER. ,,, LANDINS•ALL EXT.1 LIM OT OVERMANS 6E21.NOTE•IO n DOORS)WAX.?X § ABODE PROVIDE 70'4 7HI3 SNTJ 60•CL SPACE. ' ....-`.rk. - ��ti .. \ 0 _ •nu ; —r.; nl— • O ,h i ,y 6 n I I , i �A�J'„40, © i NM 0 1)11F.1•lIMMINNIII all MM. ‘ aS1RM. b '— �i. S i iI ii-. O `_ /LlLI�J o IEJt1i I 40 Aln. II! 114 Vr 6 N2. II ^ O a•-ID•, ' a•A U2 5 1? y V y ® ® fly`, STORASE _ n y 117 _ I''., ® 1 SEE FNLARSFD n (z LINE OF ® ,1\ S E II O '® O RES11300M FLAN ' ON SHEET AD D 10�I i ABOVE. 7. 'I I` n+mar ek I ^ { /5 • © y © C 1,0' Ab ,] i dd11 /� l. o- 7 a '.1 t,. .-. -- • , N 1 1� V 1 4D'M6H N 7 . s•-'11ir I'-:-.'_s4• Ir-r r-D .- s-7 1 _ / - E - i .. . i,;3..... 'v sue' "2. . 0 • i I - ' 5. ' X .. OR061 C� ....� LLR I, S n MO 61/2 9 to Ire 2} I -'�— 74. BAlADER• rA V]1. T'-0• yf{, n > 70 6' I(�J,/r ` /( rA 1n• -1'4'�'I.+ 20-7' ( 7v 6- _sic' : 6'-e'APP. { I O J I 1 r5:E BET. InE h ulemnuuue� -__'-- \ F s sn' 6w ii S rT cau11ER S ( r\ • i (?1° 9 4'-0' f i 4 ' iry r :-Llri- F 1 c - TI 1If 9YVTG16EAR _ _ _ -I NAND RINK I O I - `•:'". PAD me I 5FE 6EN. i I I I § L 'c=[ PttD PWI msg.AREA i. —fi �ry.i S Eh 'i ! n LUST.SERVILECEO AS c • ■ c- 612. ® - • LI6MIr6 FM- KITCHEN �i �~~ -`�� C Y'. : 5EE NOTE" I Ias l I .1�_ • �' ]C 7-0' / T T ABRASIVE�STANDARD `yam r fn TILE TILE •ROOF e •r-4'1• Ti' 7 pr 24,1' I1 740' , 7'C I 4•0' 1.„ MOO,S` 4S 77,�, d!6•TTR X•TP.m.3•5 MR) ,`d +( '. T VALANCE g MEW / n r-0'�'A' -' 110 i it BOARD ABOVE S '�• s / \ n n ilk 4'DIA%T-0•L6.CONL. PILLED STL.PIPE BOLLARD. N / S i _II n ®�.-_, S1M lry in EMBED 3,0'INTO 6ROU D. N / ® n ( _ • (M.FOR 7) Q 1/ ( _•lee '.11BII1111IIIIIVZV6 win.a •.; , ,. . ` O LINE OF OVERMANS 3-3I/r •Th ®� 4 ABOVE. 4-7 VT' 4 t 26 VY + 6 12A 1-7 \\_ PROVIDE 3k5'LEVEL LAImIN6•ALL EXT. 4'-0' 7T4• DOORS YVMAX.2% L_00FR. PL_AN1 - WALL LEGEND 0 D SCALE.V4••1,0' _ - 7%STUDS•16.0L. !MIME es No ri ARCH ECI'8,INC.DJ8 1 McDonald's Restaurant-Renton Village Shopping Center,Renton,WA = 24 STUDS•lb'OL.I'V RM INSULATION. - Dana,. . !Wt. I CITY RENT()N .. . Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator °i (0 -615 $ 5A , ecr DEVELOPMENT PLANNING CITY OF RENTON Rowena Mae dela Cruz Freiheit & Ho Architects, Inc., P.S. AUG 2 6 1996 Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue, WA. 98004 RECEIVED SUBJECT: MCDONALDS ON GRADY, APPLICATION FOR MODIFICATION OF PARKING AND LOADING ORDINANCE REQUIREMENT Dear Ms. dela Cruz: I am in receipt of your request for consideration and approval for a deviation from 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. SUMMARY OF REQUEST: In your application you request approval for a deviation from the parking standard which establishes a maximum number of parking spaces for drive-in businesses located in a shopping center. The standard sets a maximum of five (5) parking spaces per 1,000 square feet of gross leasable area, (Section 4-14- 8B3). The McDonalds on Grady proposes a 2,700 square foot restaurant with 29 parking spaces. The maximum permitted by the code is 14 parking spaces (based on 5 spaces per 1,000 square feet). Therefore, the proposal exceeds the maximum allowance by 15 parking spaces. FINDINGS 1. Parking and Loading Code Section 4-14-1.C.1.a. states: Approval for deviation from standards: Whenever there are practical difficulties involved 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 achieving the parking count range established by the recently revised Code. The maximum parking standard for the proposal is low because it is based on the relative small size of the McDonalds restaurant (2,700 s.f.) and the fact that it is located within a shopping center. This does not accurately reflect the parking needs for a high traffic volume generator fast food restaurant. A drive-in, sit-down restaurant located outside a shopping center has a parking standard of 1 parking space per 75 square feet of floor area, which would allow for 36 parking spaces. Failure to provide adequate parking for the subject use may force the utilization of nearby parking of adjacent uses adversely impacting those uses. 3. The applicant proposes landscaping approximately 30% of the total site area, greatly exceeding landscape requirements. The additional on-site landscaping mitigates for the appearance of the additional parking area. 4. The proposal conforms to the intent and purpose of the Code, in that it appears to be justified and required to support the commercial use intended by the zone, and the deviation would not create adverse impacts to other properties or business establishments in the vicinity. The conditions stated in the Code for approval for deviation from standards have been met. H:\Division S\Develop.Ser.\Dev&Plan.ing\PR\Parkmod.doc. 200 Mill Avenue South - Renton, Washington 98055 DECISION: The requested modification to the Parking and Loading Code regarding the maximum number of parking spaces is approved. It is hoped that this decision meets the needs of the proposed development. Sincerely, 4)./iie7cf Gregg Zimmerman, Administrator Planning/Building/Public Works Department cc: Diane Randecker, McDonald's Coloration Peter Rosen, Project Manager Jana Huerter, Land Use Supervisor H:\Division S\Develop.Ser.\Dev&Plan.ing\PR\Parkmod.doc. Washington State Northwest Region 0.1 Department of Transportation Sid Morrison Secretary of Transportation • DEVELOPMENT PLANNING P;IT`rOF NTON DATE: August 12,1996 AUG 1 4 1995 TO: Peter Rosen RECEIVED City of Renton, Project Manager 200 Mill Avenue South Renton WA 98055 Subject: SR 167 MP 26.47 CS 1716 Mitigated Determination of Nonsignificance-McDonalds On Grady Way File No. LUA-96-075,SA,ECF Uv ) FROM: Robert A. Josephso , 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 401 South Grady Way. Our response is checked below: We have reviewed this subject document and have no comments. The Project will have no significant impact on the state highway system. X 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 1( -CIS , SR CONCURRENCE CITY OF RENTON r� — 1 lr ITIAL/DATE PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM ' la DATE: August 19, 1996 ��IN4 /1. TO: Gregg Zimmerman, P/B/PW Administrator UG/r'' 2 l FROM: Peter Rosen, Associate Planned SUBJECT: McDonalds on Grady - Application for Modification of Parking and Loading Ordinance Requirement SUMMARY OF REQUEST: The McDonalds on Grady proposes a 2,700 square foot restaurant with 29 parking spaces. The maximum permitted by the code is 14 parking spaces (based on 5 spaces per 1,000 square feet). Therefore, the proposal exceeds the maximum allowance by 15 parking spaces. STAFF RECOMMENDATION: Development Planning staff recommends approval of the requested modification to the Parking and Loading Code regarding the maximum number of parking spaces. A draft letter of approval is attached to this file for your use. FINDINGS: 1. Parking and Loading Code Section 4-14-1.C.1.a. states: Approval for deviation from standards: Whenever there are practical difficulties involved 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 achieving the parking count range established by the recently revised Code. The maximum parking standard for the proposal is low because it is based on the relative small size of the McDonalds restaurant (2,700 s.f.) and the fact that it is located within a shopping center. This does not accurately reflect the parking needs for a high traffic volume generator fast food restaurant. A drive-in, sit-down restaurant located outside a shopping center has a parking standard of 1 parking space per 75 square feet of floor area, which would allow for 36 parking spaces. Failure to provide adequate parking for the subject use may force the utilization of nearby parking of adjacent uses adversely impacting those uses. 3. The applicant proposes landscaping approximately 30% of the total site area, greatly exceeding landscape requirements. The additional on-site landscaping mitigates for the appearance of the additional parking area. 4. The proposal conforms to the intent and purpose of the Code, in that it appears to be justified and required to support the commercial use intended by the zone, and the deviation would not create adverse impacts to other properties or business establishments in the vicinity. The conditions stated in the Code for approval for deviation from standards have been met. H:\Division S\Develop.Ser.\Dev&Plan.ing\PR\Parkmod.doc. FREIHEIT & HO ARCH INC TEL No . 1-206-828-6899 Hug ( , 9b 1U : 14 No .U1.5 V . U1 MEIHEIT HO AQCIIITECT&, INC. , PA Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue,WA 98004 (206)827-2100 Aug. 7, 1996 Mr. Gregg Zimmerman P. E., Administrator City of Renton Planning/Building/Public Works Department 200 Mill Avenue South Renton, WA 98055 CITY of RENTON !^ECE ,, Re: Site Plan for McDonald's on Grady File No. LUA-96-075,SA, ECF Proposed McDonald's Restaurant at 401 S. Grady Way A(,p° 0 7 1996 Renton, Washington Ei 'r FHA Project No. 95418 LUff�f(� `d61i10OrV Subject: Request for a deviation from the parking code requirement Mr. Zimmerman, Thank you for your letter of 7/31/96. In response to your comments, we are herein resubmitting the request for approval for a deviation in the parking code requirements for the proposed McDonald's Restaurant along Grady Way. The City of Renton Parking Ordinance Sec. 4-14-8 states that parking provision for drive-in business located in a shopping center shall not exceed a maximum of five (5) parking spaces per each 1,000 square feet of gross leasable area. Thus, a maximum of fifteen (15) parking spaces is permitted for this proposed 2,700 s. f. fast food restaurant. However, we are requesting approval for an additional fourteen (14) parking stalls which totals twenty- nine (29) for use of the restaurant for the following reasons: 1. The additional parking will not create adverse impacts to other properties or business establishments in the vicinity. 2. It conforms to the intent and purpose of the Code; to promote safety and general welfare of the public. The additional parking stalls will adequately meet the parking needs generally associated with McDonald's Restaurant; thus, alleviates any parking shortage that may induce on other retail businesses in the shopping center. 3. Notwithstanding that McDonald's Restaurant is located in a shopping center, it will be impractical to assume that the maximum 5 per each 1,000 s. f. of gross leasable area is applicable to this establishment with its long- standing history of being a high volume traffic generator. In addition, under Section 4-14-8 B(7) parking requirement for Drive-in business is stipulated as 1 per 50 gross floor area which more realistically depicts the volume of traffic that associates with a drive-in business. A copy of the proposed site plan is also enclosed for your use. Please call us at (206) 827-2100 should you have any questions. Thank you kindly. Yours sincerely, FREIHEIT & HO ARCHITECTS, INC. 7"At gec.et c44(y. Rowena Mae dela Cruz Encl. cc: Project file Peter Rosen, City of Renton Planning Dept. (w/o enclosure) PARKING2.doc 0 "". ..0,,; CITY )F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 10, 1996 Larry J. Kunzler Bogle &Gates, PLLC Two Union Square 601 Union Street Seattle, WA 98101-2346 • Subject: . .McDonalds on Grady Way •. File No. LUA-96-075 Dear Mr. Kunzler: We received your letter requesting clarification of the street improvement requirement for the proposed construction of a new McDonalds on Grady. Way. As noted in your letter, the street improvement requirements for this project have been outlined in earlier City reviews as follows: Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance to the west property line of the Renton Village Shopping Center. The new sidewalk will extend from the end of the existing sidewalk west of the existing bank to the entrance east of the new restaurant. As also noted in your letter,this is a City of Renton Code requirement, per code Section 4-34-6. The applicable portion of the code reads as follows: "Applicability: Whenever a permit is applied for under the provisions of the Uniform Building Code for new construction, or application made for a short plat or a full subdivision which is located on a property adjacent to public right of way, then the person applying for such building permit shall build and install certain street improvements, including but not limited to: sidewalks, curbs, gutters, street paving, drainage, monuments and lighting on all adjacent rights of ways, and all private street • improvements on access easements. Such improvements shall extend the full distance of such property to be improved upon and sought to be occupied as a building site or parking area for the aforesaid building or platting purposes and which may adjoin property dedicated as a public street. " The code is clear in stating that the sidewalk improvements are required for the full distance of the property. The property is the platted lot or lot established by an approved binding site plan. It is not dependent upon lease arrangements between the property owner and the tenant. This same interpretation of property was used to McDonalds' benefit in the calculation of the traffic mitigation fee for this development. The project was granted full credit for the existing bank which lies outside of the lease area. This credit amounted to 495.13 daily trips for the project for a savings of $37,134.75 in mitigation fees. 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post Consumer BOGLE&GATES P.L.L.C. A Professional Limited Liability Company LAW OFFICES Two Union Square Anchorage 601 Union Street Bellevue Seattle, Washington 98101-2346 Portland Keith W. Dearborn Tacoma Main Office:(206) 682-5151 Vancouver, B.C. Facsimile:(206) 621-2660 Washington, D.C. 00001-00283 _ August 13, 1996 CITY OF RENTON RECEIVE! Mr. Jim Hansen Director of Development Services AUG 1 5 1996 200 Mill Avenue South Licv cA-01-1Vihr4i strIVKJ S Renton, WA 98055 DIVISION Re: McDonalds on Grady Way Project No. LUA-96-075 Dear Mr. Hansen: Our firm represents McDonalds Corporation. This morning I spoke with Janice Huerter, Land Use Review Supervisor. Ms. Huerter was very helpful and suggested that I write to you with our concerns. I reviewed the Determination of Non-Significance ("DNS") Mitigation Measures and Conditions, and the Report and Decision in the above referenced matter. McDonalds has no concerns over the mitigation measures or the conditions attached thereto and will comply. However, under the heading "Advisory Notes to Applicant" it states in part: "Because these notes are provided as information only, they . are not subject to the appeal process for environmental determinations." Under the sub-heading"Transportation"appears the following statement: "2. Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance to the west property line of the Renton Village Shopping Center." Mr. Jim Hansen August 13, 1996 Page 2 I asked Ms. Huerter, if the requirement for the sidewalks was not part of mitigation or a condition of either the environmental review or the site plan approval, how then can McDonalds appeal the condition. Ms. Huerter replied that the requirement for the sidewalks was driven by the Renton City Code and was not appealable. It is our understanding that the applicable code section is 4-34-6 which states in part: A. Whenever a permit is applied for under the provisions of the Uniform Building Code for new construction . . . then the person applying for such building permit shall build and install certain street improvements, including but not limited to: sidewalks . . . For the record, McDonalds has no objection to installing the sidewalk adjacent to its site, however does object to extending the sidewalk west to the end of the property line. The benefactor of such construction would not be McDonalds, but the existing and future development of the Renton Village Shopping Center. Therefore, McDonalds would like to request that the City of Renton reconsider its position to require extension of the sidewalk to the west property line of the Renton Village Shopping Center. If I can be of any assistance to you in this matter or you have any questions or concerns, please do not hesitate to call me at 442-7890. Very truly yours, BOGL GATES P.L.L.C. Lar . K zler La Use Legal Assistant C:\KEITH\KEITH.96\macelet.813 BOGLE&GATES P.i.,.L.C. FQ.EIHEIT HO INC. , •i .& _ Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue,WA 98004 (206)827-2100 DEVELOPMENT PLANNING July 30, 1996 CITY OF RENTON Mr. Peter Rosen, Project Manager AUG 01 1995 City of Renton Planning/Building/Public Works.Department RECEIVE® 200 Mill Avenue South Renton, WA 98055 Re: Site Plan for iincDonald's_onrGraay Way Project No. LUA-96=075,"SA,'ECF FHA Project No. 95418 Dear Peter: In reference to the conditions of which the Site Plan Approval is subjected.to, we would like to respond as follows: PPP 1. A written request for deviation from the parking code requirement has been forwarded to Mr. Greg Zimmerman, Administrator of the Planning/Building/Public Works Department of the City of Renton. A copy of the request letter is herein enclosed for your record. 2. Details of the construction and screening materials for the trash corral are addressed on sheet T-1. Sheet T-1 has been enclosed as part of the Permit Submittal Drawing Package. Should you need an additional separate copy, please kindly notify us. 3. No exception taken. It is our design intent to eliminate any glare/illumination impacts onto adjacent properties. Site lighting is the standard 1000 watt metal-halide light fixtures commonly used for commercial parking lot. Other exterior lighting shall be limited to low profile landscape/sign accent lights, if any; wall mounted security lights which direct downward onto building walls; and McDonald's typical light beams which are covered and directed inward onto the roof surface. Cut sheets of light fixtures will be provided upon request. 4. No exception taken. The freestanding sign will be located with grave sensitivity and consideration to the existing mature landscaping on the west portion of the subject site fronting S. Grady Way. 5. It is our intent to cooperate with the City of Renton to the greatest extent possible, within reason. McDonald's Corporation will be in conference with the Renton Village Shopping Center to determine the scope and the responsibility of the said required landscaping. We dutifully note that this condition shall be met or resolved prior to the issuance of building permits. As always, your assistance to this project is greatly appreciated. Should you have any questions to the above, please do not hesitate to call us at (206) 827-2100. Thank you. Yours sincerely, FREIHEIT& HO ARCHITECTS, INC. Nan im Associate Encl. cc: Project file/Diane Randecker, McDonald's Corporation siteplan.doc FQEIIIEIT 0 ISO AQC�IIT CT I C. - P ° Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue,WA 98004 (206)827-2100 July 30, 1996 Mr. Greg Zimmerman P. E., Administrator City of Renton Planning/Building/Public Works Department 200 Mill Avenue South Renton, WA 98055 Re: Site Plan for McDonald's on Grady File No. LUA-96-075, SA, ECF Proposed McDonald's Restaurant at 401 S. Grady Way Renton, Washington FHA Project No. 95418 Subject: Request for a deviation from the parking code requirement Mr. Zimmerman, City of Renton Parking Ordinance Sec. 4-14-8 states that parking provision for drive-in business located in a shopping center shall not exceed a maximum of 5 parking spaces per each 1,000 square feet of gross leasable area. In compliance to the ordinance, only fifteen parking spaces can be provided for this proposed 2,700 s. f. fast food restaurant. On behalf of McDonald's Corporation, we are herein submitting a written request for approval for deviation from such standards due to the following reasons: 1. The additional parking will not create adverse impacts to other properties or business establishments in the vicinity. 2. It conforms to the intent and purpose of the Code; to promote safety and general welfare of the public. The • additional parking stalls will adequately meet the parking needs generally associated with McDonald's Restaurant; thus, alleviates any parking shortage that may induce on other retail businesses in the shopping center. 3. Notwithstanding that McDonald's Restaurant is located in a shopping center, it will be impractical to assume that the maximum 5 per each 1,000 s. f. of gross leasable area is applicable to this establishment with its long- standing history of being a high volume traffic generator. In addition, under Section 4-14-8 B(7) parking requirement for Drive-in business is stipulated as 1 per 50 gross floor area which more realistically depicts the volume of traffic that associates with a drive-in business. We earnestly seek your careful consideration and approval for deviation. A copy of the proposed site plan is also • enclosed for your use. Thank you kindly. Yours sincerely, FREIHEIT& HO ARCHITECTS, INC. Nancy Lim, Associate Encl. cc: ,Project file/ Diane Randecker, McDonald's Corporation 'Peter.Roosen, Cityof Renton Tanning Dept-- parking.doc • 51?--q - Q 7 5 CA Return Address: City Clerk's Office City of Renton 200 Mill Avenue South Renton, WA 98055-2189 • In BILL OF SALE Property Tax Parcel Number:192305-9043-07 Project File#: Street Intersection:S.Grady Way nr Shattuck Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): A Delaware Grantee(s): 1. McDonald's Corporation, corporation 1. City of Renton, a Municipal Corporation The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal propert} ow located at: Renton, Washington LEGAL DESCRIPTION: *See Exhibit A 73 See Exhibit la c� rritea n, a, r v rn _ th . O 17) By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. IN WITNESS WHEREOF,I have hereunto set my hand and a day as w itten below. Brad Baker, Construction Manager INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: -00g. H:\FORMS\KCRECORD\BOS.DOC\bh Page I • ' -� • • • • INDIVIDUAL FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: • Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) • I certify that I know or have satisfactory evidence that signed this instrument,on oath • stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. • Notary Public in and for the State of Washington sccii Notary(Print) My appointment expires: H Dated: GD CORDnRATFFnRMOF cL/OWLE GMNNT �) Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF(ING ) On this 23 r— day of APR i. , 1957 ,before me personally appeared BRAD 6P•KE 2 to me known to be Gon15-2uc.77oN /MAN AGE R of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein • mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public,in and for the State of Washington Notary(Print) —50E M/LLC 2. My appointment expires: /.-9— Dated: h-23-97 . Page a • Return Address: CITY CLERK'S OFFICE CITY OF RENTON 200 MILL AVENUE SOUTH RENTON,WA 98055-2189 Please print or type information DOCUMENT TITLE: EXHIBIT A PROJECT NAME: MCDONALDS AT RENTON VILLAGE WATER SYSTEM: Length Size Type 298 L.F. of 8 DI Water Main L.F. of Water Main L.F. of Water Main L.F. of 22 Water Main 2 each of 8 25 D. I. Gate Valves each of Gate Valves 1-4 each of Gate Valves 1 23 Fire Hydrant Assemblies rid SANITARY SEWER SYSTEM: Length Size Type L.F. of 32 Sewer Main L.F. of 52 Sewer Main Cr) L.F. of 22 Sewer Main each of " Diameter Manholes each of " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type L.F. of' Storm Line L.F. of 32 Storm Line L.F. of Storm Line each of 52 Storm Inlet/Outlet each of If Storm Catch Basin each of Manhole STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk,Asphalt Pavement) Curb,Gutter, Sidewalk: 565 L.F. Asphalt Pavement: SY or L.F. of Width SIGNALIZATION: STREET LIGHTING: • #of Poles • , . EXHIBIT a LEGAL DESCRIPTION: THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 77°28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02°44'05" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY 150.00 FEET ALONG SAID CURVE AND NORTHERLY LINE THOROUGH A CENTRAL ANGLE OF 02°13'15"; THENCE SOUTH 00°31'47" EAST 213.29 FEET; THENCE SOUTH 89°28'13" WEST 144.29 FEET TO A POINT WHICH BEARS SOUTH 00°31'47" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00°31'47" WEST 172.35 FEET TO THE TRUE POINT OF BEGINNING. LJ 4.4 4.4 11.4 4170 47) CITA )F RENTON ..LL Planning/Building/Public Works Department I e Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 10, 1996 Larry J. Kunzler Bogle &Gates, PLLC Two Union Square 601 Union Street Seattle, WA 98101-2346 Subject: McDonalds on Grady Way File No. LUA-96-07515 • Dear Mr. Kunzler: We received your letter requesting clarification of the street improvement requirement for the proposed construction of a new McDonalds on Grady Way. As noted in your letter, the street improvement requirements for this project have been outlined in earlier City reviews as follows: Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance to the west property line of the Renton Village Shopping Center. The new sidewalk will extend from the end of the existing sidewalk west of the existing bank to the entrance east of the new restaurant. As also noted in your letter,this is a City of Renton Code requirement, per code Section 4-34-6. The applicable portion of the code reads as follows: "Applicability: Whenever a permit is applied for under the provisions of the Uniform Building Code for new construction, or application made for a short plat or a full subdivision which is located on a property adjacent to public right of way, then the person applying for such building permit shall build and install certain street improvements, including but not limited to: sidewalks, curbs, gutters, street paving, drainage, monuments and lighting on all adjacent rights of ways, and all private street improvements on access easements. Such improvements shall extend the full distance of such property to be improved upon and sought to be occupied as a building site or parking area for the aforesaid building or platting purposes and which may adjoin property dedicated as a public street. " The code is clear in stating that the sidewalk improvements are required for the full distance of the property. The property is the platted lot or lot established by an approved binding site plan. It is not dependent upon lease arrangements between the property owner and the tenant. This same interpretation of property was used to McDonalds' benefit in the calculation of the traffic mitigation fee for this development. The project was granted full credit for the existing bank which lies outside of the lease area. This credit amounted to 495.13 daily trips for the project for a savings of $37,134.75 in mitigation fees. 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer • McDonalds on Grady Wad y 9/10/96 Page 2 In summary, the requirement for sidewalk extension for this project remains unchanged. Construction plans for the new sidewalk must be approved prior to approval of the building permit for the new McDonalds, and the construction permit for the sidewalk must be obtained at the same time as the building permit is issued. No occupancy of the restaurant will be approved until the required sidewalk is installed and accepted by the City. If you have further questions regarding the street improvement requirements for this project, please contact the public works plan reviewer for this project, Kayren Kittrick, at 277-4499. Sincerely, C iffe,06 - mes C. Hanson Director Development Services Division cc: Kayren Kittrick H:///DevServ/Admin/mcd-1 M11CD-1.DOC\ BOGLE&GATES P.L.L.C. A Professional Limited Liability Company LAW OFFICES Two Union Square Anchorage 601 Union Street ' Bellevue Seattle, Washington 98101-2346 Portland Keith W. Dearborn Tacoma Main Office:(206)682-5151 Vancouver, B.C. Facsimile:(206) 621-2660 Washington, D.C. 00001-00283 August 13, 1996 CITY OF RENTON RECEIVE? Mr. Jim Hansen Director of Development Services AUG 1 5 1996 200 Mill Avenue South Lcvci_OP ENI bthVil;ES Renton, WA 98055 DIVISION Re: McDonalds.on Grady Way Project,No.,LUA-96-075 Dear Mr. Hansen: Our firm represents McDonalds Corporation. This morning I spoke with Janice Huerter, Land Use Review Supervisor. Ms. Huerter was very helpful and suggested that I write to you with our concerns. I reviewed the Determination of Non-Significance ("DNS") Mitigation Measures and Conditions, and the Report and Decision in the above referenced matter. McDonalds has no concerns over the mitigation measures or the conditions attached thereto and will comply. However, under the heading "Advisory Notes to Applicant" it states in part: "Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations." Under the sub-heading"Transportation"appears the following statement: "2. , Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance tor.the west property line of the Renton Village Shopping Center." Mr. Jim Hansen August 13, 1996 Page 2 I asked Ms. Huerter, if the requirement for the sidewalks was not part of mitigation or a condition of either the environmental review or the site plan approval, how then can McDonalds appeal the condition. Ms. Huerter replied that the requirement for the sidewalks was driven by the Renton City Code and was not appealable. It is our understanding that the applicable code section is 4-34-6 which states in part: A. Whenever a permit is applied for under the provisions of the Uniform Building Code for new construction . . . then the person applying for such building permit shall build and install certain street improvements, including but not limited to: sidewalks . . . For the record, McDonalds has no objection to installing the sidewalk adjacent to its site, however does object to extending the sidewalk west to the end of the property line. The benefactor of such construction would not be McDonalds, but the existing and future development of the Renton Village Shopping Center. Therefore, McDonalds would like to request that the City of Renton reconsider its position to require extension of the sidewalk to the west property line of the Renton Village Shopping Center. If I can be of any assistance to you in this matter or you have any questions or concerns, please do not hesitate to call me at 442-7890. Very truly yours, BOGL GATES P.L.L.C. Lar . K zler La Use Legal Assistant C:\KEITH\KEITH.96\mscslet.813 BOGLE&GATES PL.L.C. • AFFIDAVIT OF PUBLICATION Jessica Borg , being first duly sworn on oath states that he/she is the Legal Clerk of the VALLEY DAILY NEWS NoilUt ur DETERMINATION end at 5:00 p.m. on August 13, 199b. 600 S. Washington Kent, WA. 98032 ENVIRONMENTAL REVIEW COMMITTEE Appeal procedures and the mitigation mes- a daily newspaper published six (6) times week. Said newspaper is a legal RENTON, WASHINGTON sures imposed by the City of Renton's Envi- The Environmental Review Committee ronmental Review Committee are available newspaper of general circulation and is now and has been for more than six (ERC) has issued a Determination of Non- at the Development Services Division,Third months prior to the date of publication referred to, printed and published in the Significance - Mitigated for the following Floor,Municipal Building, Renton,Washing- English language continually as a daily newspaper in Kent, King County, Wash- project under the authority of the Renton ton 98055.Phone:235-2550.You should be in ton. The ValleyDailyNews has been approved as a legal newspaper order MunicipalDO Code. prepared to make specific factual objec- ington. PP 9by MCDONALD'S ON GRADY WAY lions. of the Superior Court of the State of Washington for King County. LUA-96-075,SA,ECF Published in the Valley Daily News July The notice in the exact form attached, was published in the Valley Daily News Applicant seeks environmental checklist 29, 1996. 1885 review not in supplement form) which was regularly distributed to the subscribers Grady and site approval. Location:401 So. (andPP 9 Y Grady Way. during the below stated period. The annexed notice, a The 15 day comment/14 day appeal peri- xis for this project will run concurrently and 1vnt ; ce of Env Det was published on 7-7q—q6 The full amount of the fee charged for sad foregoing publicatio is the sum of 33a69 I • Le C erk, Va ley Daily ews Subscribed and sworn before me this ay of00 19 • �'•"•skON f ° '2 Notary Public or the State of Washington 1, P;.cP residing at Auburn 01 AR 1- ``Nt King County, Washington : . V P�+g�‘G cap N�VLg $ Revised 7/9 �•, Ya ..• m Z• 9l .......`�'= pF CITY OF RENTON a,, __. Planning/Building/Public Works Department Jesse Tanner,Mayor - - Gregg Zimmerman P.E.,Administrator • • August 14, 1996 • Ms. Diane Randecker McDonald's Corporation 10220 NE Points Drive,Suite#300 Kirkland, WA 98033 SUBJECT: McDonald's on Grady Way Project No.,LUA-96-075,SA,ECF Dear Ms. Randecker. : - • _ This letter is to inform you that the comment and 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. This decision is final and application for the appropriately required permits may proceed. Mitigation Measures must be met prior to issuance of any permits. If you have any questions, please feel free to contact me at 235-2719. For the Environmental Review Committee, Peter Rosen Project Manager • FINAL.DOC 200 Mill Avenue South- Renton, Washington 98055 - / • .. .::::<.::::..<:::..::.............:..:..,....:.:...............:.. CITY. F.R NT ..:..:.....:.:..:..:.:..:.:............. illiNIIMIIIIIIIIIIIIIISIMMENNIMARNT .:CA. NING°t]l.Vl :....w ....................:............................................................. NEMSPE ggsmmgmgigoo ....................................................................................... :..F DA�fCf<VF>SER�I 1C..M..... ...(3<<>�<<> < '{ >€lrm On the 2( day of J , 1996, I deposited in the mails of the United States, a sealed envelope containin evz_ de_'tektMA.S documents. This information was sent to: • Name • Representing 4' Kt vo . --t- cf Ut,a'i_ , 6.„„ . .0,....„-a-- cf Aisknene.v.. tj t d 'D.%Manna." , tieLt o .�csou "Ztc k. d sb v, -TvaY‘sro atnln Su& - R.k.ry e Cal 4 Sea- „ 11 'QVtW av k tsh IV —C V L.P nn ' • t 1 a �M c� alco A h, ; 511hev1es kml7�cklesLt lust&h -Crib. •-c* , 1e-Vs�ac _ 111c1' vie r- (Signature of Sender) C5in-e#1( STATE OF WASHINGTON ) SS COUNTY OF KING ) . I certify that I know or have satisfactory evidence that -, ✓Al.)-a,- ../4. •sibr ed this instrument and acknowledged it to be hi edtheir f e and voluntary act for: .Wag ifitto'pufposes mentioned in the instrument. = .* .1.00.9 n y , •. Dated: 1/ &/eeq 0t • = . .: Vvl®t�N ry ota Pu 'c in and for tate of Wa's n a s`'. � Notary • ) ni g- 7k My appointment expires: Project Name: Nlc_ oV1a`dS oV Project Number 14 - 0-15 'Sit ' EG` 1 NOTARY.DOC 4! 'r CIT . OF RENTON i ▪ i• : `-- Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 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 (ERC) on July 23, 1996: - . - , _ Mitigation Measures which are enclosed. . , DETERMINATION OF NON-SIGNIFICANCE-MITIGATED • - MCDONALD'S ON GRADY WAY . LUA-96-075,SA,ECF • ' The proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine (29) parking spaces are proposed. Access would be off South Grady ' Way via the existing shopping center driveway. Location: 401 South Grady Way: 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 August 13, 1996. Following the end of the comment and 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. - If you have questions, please call me at (206) 235-2719. For the Environmental Review Committee, okee-N... Peter Rosen . 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 200 Mill Avenue South - Renton, Washington 98055 Tl.i�...one•nnnloino W1o%ecn..nlnrl.-�1n.:n1 7Go/..ncr n..nc ...e• sip ..A CIT` - OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 25, 1996 Ms. Diane Randecker McDonald's Corporation 10220 NE Points Drive, Suite 300 Kirkland, WA 98033 SUBJECT:".- McDonald's on Grady Way Project No. LUA-96-075,SA,ECF , Dear Ms. Randecker: 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.July 23, 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 5:00 PM on August 13, 1996. - Following 'the end of the comment/appeal period, the City'will finalize its Determination, unless comments received require a reevaluation. , • 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. If you have any questions or desire clarification of the above, please call me at 235-2719. - For the Environmental Review Committee, • Peter Rosen Project Manager cc: - Tower.Realty DNSMLTR.DOC 200'Mill Avenue South = Renton, Washington 98055 • �T1 Ti.ie..�..............•....enoi.........i...,........,.._i Heel___•__-_..__- iJ . • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND"CONDITIONS APPLICATION NO(S): LUA-96-075,SA,ECF APPLICANT: McDonald's Corporation PROJECT NAME: McDonalds on Grady ' DESCRIPTION OF PROPOSAL: The proposed project is to construct a 2,701 square, foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine (29) parking spaces are proposed. Access would 'be off South Grady Way via the existing shopping center driveway. • LOCATION OF'PROPOSAL: 401 South Grady Way MITIGATION MEASURES: • :1: A construction plan indicating haul route and hours,,construction hours and a traffic control plan • ," shall be submitted for approval prior to any permit being issued.,Haul hours shall be restricted from 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 2. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$0.52 per square foot of new construction. This fee is estimated at'$1,404.00. 'The Fire Mitigation Fee is payable prior to the issuance of Building Permits. • The Site Plan for McDonalds on Grady File No. LUA-96-075, SA, ECF is approved,subject to • following conditions: CONDITIONS: 1. :Prior the issuance of building permits, the applicant shall either revise the site plan to reduce the number of_parking spaces to the maximum allowed by the City's Parking and Loading Ordinance, or apply in writing and obtain approval for a deviation from the parking code requirement. • 2. • The applicant shall provide a detail or specification of fencing or screening materials for the trash corral, in accordance with City code requirements. This shall be subject to the • "approval of the`Development Services Division, prior to the issuance of building permits. 3. ' The applicant shall demonstrate that the outdoor lighting is directed inward on the site so as to avoid glare/illumination impacts onto adjacent properties. This shall be subject to the approval of the Development.Services Division, prior to the issuance of building permits. 4. In order to preserve the existing, mature landscape:on the west portion of the subject site _fronting S. Grady Way, the location of the freestanding sign shall be subject to approval of _ the Development Services Division;prior to the issuance of a sign permit. 5. _ The applicant-shall landscape the S. Grady Way frontage and entry drive area around the Renton Village Shopping Center identification sign. This landscaping shall be consistent with the landscape design,proposed'.for the McDonalds Restaurant in order to provide a cohesive appearance to the main entry:drive into the Renton Village Shopping Center.. This landscaping shall be included on a revised landscape;plan,subject to the approval of the Development Services Division, prior to the issuance of building permits. MITMEAS.DOC/ ' - .CITY OF RENTON . DETERMINATION OF NON-SIGNIFICANCE - (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-96-075,SA,ECF APPLICANT: McDonald's Corporation PROJECT NAME: .. McDonalds on Grady DESCRIPTION OF PROPOSAL: The. proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine (29) parking spaces are proposed. Access would be off South Grady Way via the existing shopping center driveway. LOCATION OF PROPOSAL: 401 South Grady Way 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. _ • PLAN REVIEW EXISTING CONDITIONS _ WATER ; 1. There is an existing water system on site, including 12-inch diameter lines and some 10-inch diameter water lines. Existing derated fire flow ranges from 2,500 to 4000 GPM, with a static ' - pressure of 72 PSI. • 2. ' The line serving the existing hydrant is a substandard 6-inch diameter line. The existing fire hydrant is shown to be relocated into a planter, however, it is subject to inspection and approval by the _ inspector prior to reinstallation 'and may have to be retrofitted with Stoltz quick couplers. If the hydrant does not pass inspection, it is required to be replaced. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer line on the site available to this project. - 2. The Sanitary Sewer SDC has been paid. STORM DRAINAGE • - 1. - The drainage report submitted shows the project site is totally impervious and will not create - additional square footage of impervious surface. There is an existing storm drainage system. -CODE REQUIREMENTS WATER.. 1. The fire hydrant shown to be relocated shall be required to be upgraded to an 8-inch diameter line as it cannot deliver the minimum 1,000 GPM fire flow with the existing 6-inch diameter line. 2. The System Development Charge shall be the current rate of$0.113 per square foot of the total :site. The project probably qualifies for the system redevelopment credit, which will be calculated • after approval of construction plans which show the final water meter size(s). ADVNOTES.DOC/ McDonald's on Grady Way LUA-96-075,SA,ECF Page 2 of 2 SANITARY SEWER 1. A grease interceptor sized for the facility per the applicable Plumbing Codes is required for this installation. - 2. The System Development Charge has been paid for this site. SURFACE WATER • 1. The project reduces the existing impervious square footage by installing landscaped areas so no fee applies: TRANSPORTATION 1. A net reduction of trips to the site occurs with the removal of the bank land the construction of this project, so the Traffic Mitigation fee is not assessed. 2. Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance to the west property line of the Renton Village Shopping Center.. - PLAN REVIEW-GENERAL 1. All plans shall conform to Renton Drafting Standards. _ 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. FIRE 1. A preliminary fire flow,is 2,000 gpm, which will require 2 hydrants.; One hydrant shall be located_.. within 150 feet of the building and 1 hydrant within 300 feet of the-building. 2. Separate`plans and permits-are required for the kitchen hood fire suppression system. BUILDING 1. , Environmental::Geotechnical report must address liquefaction probability. 2. - Policy-related Comments: Piling and structural fill to be inspected and approved by the soils . engineer. • • AIRPORT The proposed site is located within the 7:1 slope area of the airport. It should be verified that the proposed 35 foot high sign does not penetrate the 7:1'slope. Glare lighting and lighting directed upward to the sky should be prohibited to avoid affects on pilots vision at night. PARKS The owner is to maintain landscaped areas outside the property within the street right-of-way. POLICE . Police estimate 40 police calls annually based on the size of the building. The actual number of calls will be much higher. 'Construction sites are the number one target for burglary, vandalism, and theft. Building materials and tools need to be secured when not in use. Recommend security lighting at night and fencing around the property to create both a physical and psychological.barrier. After the business has been constructed, employees will need the Robbery Prevention Training Class offered free by the Police Department, due to the high probability of a robbery at the business. ADVNOTES.DOC/ i CITY OF RENTON ' DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ' APPLICATION NO(S): LUA-96-075,SA,ECF APPLICANT: McDonald's Corporation PROJECT NAME: McDonalds on Grady DESCRIPTION OF PROPOSAL: The proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine (29) parking spaces are proposed. Access would be off South Grady Way via the existing shopping center driveway. I LOCATION OF PROPOSAL: 401 South Grady Way 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. 1 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 August 13, 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. PUBLICATION DATE: July 29, 1996 DATE OF DECISION: July 23, 1996 SIGNATURES: kgiflivfa/rIcfnftrator 71 DATE2 B/F'('De atannin /Buildin /Public Works p g g Sam C astain, d inistrator DATE Community Service Department /: /X / 16- L e heeler, Fire C of DATZ R nton Fire Department DNSMSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS • APPLICATION NO(S): LUA-96-075,SA,ECF APPLICANT: McDonald's Corporation PROJECT NAME: McDonalds on Grady DESCRIPTION OF PROPOSAL: The proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine (29) parking spaces are proposed. Access would be off South Grady Way via the existing shopping center driveway. LOCATION OF PROPOSAL: 401 South Grady Way MITIGATION MEASURES: 1. A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted ' from 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 2. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$0.52 per square foot of new construction. This fee is,estimated at $1,404.00. The Fire Mitigation Fee is payable prior to the issuance of Building Permits. The Site Plan for McDonalds on Grady File No. LUA-96-075, SA, ECF is approved, subject to following conditions: CONDITIONS: 1. Prior to the issuance of building permits, the applicant shall either revise the site plan to reduce the number of parking spaces to the maximum allowed by the City's Parking and Loading Ordinance, or apply in writing and obtain approval for a deviation from the parking ' code requirement. 2. The applicant shall provide a detail or specification of fencing or screening materials for the trash corral, in accordance with City code requirements. This shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. 3. The applicant shall demonstrate that the outdoor lighting is directed inward on the site so as to avoid glare/illumination impacts onto adjacent properties. This shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. 4. In order to preserve the existing, mature landscape on the west portion of the subject site fronting S. Grady Way, the location of the freestanding sign shall be subject to approval of the Development Services Division, prior to the issuance of a sign permit. 5. The applicant shall landscape the S. Grady Way frontage and entry drive area around the Renton Village Shopping Center identification sign. This landscaping shall be consistent with the landscape design proposed for the McDonalds Restaurant in order to provide a cohesive appearance to the main entry drive into the Renton Village Shopping Center. This landscaping shall,be included on a revised landscape plan, subject to the approval of the Development Services Division, prior to the issuance of building permits. MITMEAS.DOC/ r CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-96-075,SA,ECF APPLICANT: McDonald's Corporation PROJECT NAME: McDonalds on Grady DESCRIPTION OF PROPOSAL: The proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine (29) parking spaces are proposed. Access would be off South Grady Way via the existing shopping center driveway. LOCATION OF PROPOSAL: 401 South Grady Way 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. PLAN REVIEW EXISTING CONDITIONS WATER 1. There is an existing water system on site, including 12-inch diameter lines and some 10-inch diameter water lines. Existing derated fire flow ranges from 2,500 to 4000 GPM, with a static pressure of 72 PSI. 2. The line serving the existing hydrant is a substandard 6-inch diameter line. The existing fire hydrant is shown to be relocated into a planter, however, it is subject to inspection and approval by the inspector prior to reinstallation and may have to be retrofitted with Stortz quick couplers. If the hydrant does not pass inspection, it is required to be replaced. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer line on the site available to this project. 2. The Sanitary Sewer SDC has been paid. STORM DRAINAGE 1. The drainage report submitted shows the project site is totally impervious and will not create additional square footage of impervious surface. There is an existing storm drainage system. CODE REQUIREMENTS WATER 1. The fire hydrant shown to be relocated shall be required to be upgraded to an 8-inch diameter line as it cannot deliver the minimum 1,000 GPM fire flow with the existing 6-inch diameter line. 2. The System Development Charge shall be at the current rate of$0.113 per square foot of the total site. The project probably qualifies for the system redevelopment credit, which will be calculated after approval of construction plans which show the final water meter size(s). ADVNOTES.DOC/ • McDonald's on Grady Way LUA-96-075,SA,ECF Page 2 of 2 SANITARY SEWER 1. A grease interceptor sized for the facility per the applicable Plumbing Codes is required for this installation. • 2. The System Development Charge has been paid for this site. SURFACE WATER 1. The project reduces the existing impervious square footage by installing landscaped areas so no fee applies. TRANSPORTATION 1. A net reduction of trips to the site occurs with the removal of the bank and the construction of this project, so the Traffic Mitigation fee is not assessed. 2. Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance to the west property line of the RentonVillage Shopping Center.. PLAN REVIEW-GENERAL 1. All plans shall conform to Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. FIRE 1. A preliminaryfire flow is 2,000 gpm, which will require 2 hydrants. One hydrant shall be located within 150 feet of the building and 1 hydrant within 300 feet of the building. 2. Separate plans and permits are required for the kitchen hood fire suppression system. BUILDING 1. Environmental: Geotechnical report must address liquefaction probability. 2. Policy-related Comments: Piling and structural fill to be inspected and approved by the soils engineer. AIRPORT The proposed site is located within the 7:1 slope area of the airport. It should be verified that the proposed 35 foot high sign does not penetrate the 7:1 slope. Glare lighting and lighting directed upward to the sky should be prohibited to avoid affects on pilots vision at night. PARKS The owner is to maintain landscaped areas outside the property within the street right-of-way. POLICE Police estimate 40 police calls annually based on the size of the building. The actual number of calls will be much higher. Construction sites are the number one target for burglary, vandalism, and theft. Building materials and tools need to be secured when not in use. Recommend security lighting at night and fencing around the property to create both a physical and psychological barrier. After the business has been constructed, employees will need the Robbery Prevention Training Class offered free by the Police Department, due to the high probability of a robbery at the business. ADVNOTES.DOC/ 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. MCDONALD'S ON GRADY WAY LUA-96-075,SA,ECF Applicant seeks environmental checklist review and site approval. Location: 401 So. Grady Way. The 15 day comment/14 day appeal periods for this project will run concurrently and end at 5:00 p.m. on August 13, 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. Publication Date: JULY 29, 1996 Account No. 51067 dnsmpub.dot . . . ._,. . . , . • .o"ncE . , . . . j ENVIRONMENTAL DETERMINATION ! ••. POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION . PROJECT NAME: MCDONALD'S ON GRADY WAY i PROJECT NUMBER: LUA-96.075,SA,ECF The proposed project Is to construct a 2,701 square foot McDonald's Restaurant with a dive-thm at the I Renton Village Shopping Center.Twenty-nine(29)parking spaces are proposed. Access would be off South Grady Way via the existing shopping center ddveway.Location:401 South Grady Way. • 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. , n YOU MAY COMMENT ON THIS DETERMINATION UNTIL 5:00 PM,- THE CITY WILL NOT - ACT ON THIS PROPOSAL UNTIL AFTER THIS DATE. n APPEAL OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM, ® YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON AUGUST 13.1998 OR APPEAL I . . THIS DETERMINATION BY 5:00 PM,AUGUST 13,1998.THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. rL. ter. we 1w�. l: - ,, wpr '.Y i j i �- --.J `- f ,,, Ni r , �. • �'al' y P , r Y..,t .I g.,4• '':I 1, ' FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT ' SERVICES DIVISION AT 235-2550. I , DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification. ' CERTIFICATION • I, tJE!' ' X f .3 , hereby certify that - copies of the above document • were po ted b mein cons icuous places on or nearby the described property on 41 act 0144 Signed: 1dA (-A..., . STATE OF WASHINGTON ) • ) SS . COUNTY OF KING ) /1 , I certify that I know or have satisfactory evidence that j�itREA/ �DI 6---A- . signed this instrument and acknowledged it to be his/her/their free and voluntary act�rd'.tthe us se and purposes mentioned in the instrument. - ... '' ., . / /�b �12 E n y " Dated: - _ . •-. Notary Pu c in and r the Stale of:Washin•gtoon r` - Notary• (Print) f1 i J. ••/�LLU ' My appointment expires: •- 9 pp - NOTARY.DOC ' /---) InciE ..,:. .:‘, , . r ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: MCDONALD'S ON GRADY WAY PROJECT NUMBER: LUA-96-075,SA,ECF The proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. Twenty-nine(29) parking spaces are proposed. Access would be off South Grady Way via the existing shopping center driveway. Location: 401 South Grady Way. 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. • YOU MAY COMMENT ON THIS DETERMINATION UNTIL 5:00 PM, . THE CITY WILL NOT ACT ON THIS PROPOSAL UNTIL AFTER THIS DATE. 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 AUGUST 13, 1996 OR APPEAL THIS DETERMINATION BY 5:00 PM,AUGUST 13, 1996. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. , •«I .. aY ," bpi Y li now sr.�•••rt•• ', IA' .11 r 1111 Y .yuo :.c1 _ -4 . • h :. 1 ,,: - T..—•� I • • ;aim, , �,.•,.. �'1 ;c, ';•S. RENTON VILLAGE PL. �--. •,•"• .• W ..t.,.%. Cis S • ' . T n•• •LYLV N . r �I r .i' 1STH' ST ' FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION r:..: . Please:includ.e:the r0 ect NUMBER;when;calling>for:proper<.fileidentification: ;.,„:,,:::.E.,:,::'• ................ ..................................:.......... O 0 C� .ID.:: T:.O:F'SER.VIC;>:;:::><�Y`MAILIN' �'FF � 'B.ty On the 2...51t1 day of LU , 1996, I deposited in the mails of the United States, a sealed envelope containing' . "-Weee) &w( Dec,f,sl.aln documents. This information was sent to: Name Representing • Nile_DOv\a\aS rPora}�rnn 7owe.r • (Signature of Sender) 2 i 4 L F ...� r • - STATE OF WASHINGTON ) • ) SS COUNTY OF KING ) Y • I certify that I know or have satisfactory evidence that c bi 4 Il- 5fre 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: .lA agg !A/ �:,: , M 1 • Notary lic in an or the State of Washitur) • • Notary(Print) . ti �; {-12 My appointment expires: - • w "' , f '. AC 4 Project Name: M � ^' IdobVNIAS ON - l Project Number. _D-15 S� E(.r NOTARY.DOC • I • • • • CITY OF RENTON Report DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS ENVIRONMENTAL REVIEW& Decision - ADMINISTRATIVE LAND USE ACTION . DECISION DATE July 23, 1996 1 Project Name McDonalds on Grady 1 I • Applicant McDonald's Corporation, attn: Diane Randecker • File Number LUA-096-075, SA, ECF Project Manager Peter Rosen Project Description The proposed project is to construct a 2,701 square foot McDonald's Restaurant with a drive-thru at the Renton Village Shopping Center. 29 parking spaces are proposed. •• Access would be off South Grady Way via the existing shopping center driveway. Project Location 401 South Grady Way Exist. Bldg. Area Existing bank building and Proposed New Bldg. Area 2,701 s.f. canopy, size not known,to • be demolished with _ proposal. Site Area 27,750 s.f. Total Building Area - 2,701 s.f. 1 I .I , s - . I . EN I" .. N,301 1. 1F DY -.- cGUL ,O ' I A CApIGM, GFS " I 12 . pSe • y r - • ,al�. -Z. `YQ N , _ L c II `'I 1 �, l l< SC.00.-II, w'�t'c'1�hl: I yyr 1 1 0,0s 4 •a'' ' `2S. RENTON VILLAGE PL 4. Ili - _ ' PItI V 1 n -:\... . \ • 9 47.,1.g,ce v` Lei ° 4} �;.;�/+o�� • , ....., ac\.� __ ..... '•:.::. ors .r • _�•`i sv _ s Y.�y. • r •.af7�i' S 1 i . F „ `11 i\ -____ SI ' �en . i D 66` 1 ..9yt �/ ®'1 i III, _Y (�_r1W W _b_ 4 � r 1. a ,` \.S .'•'1' OI ;— V �a� a.' �Y 7 —1 Project Location Map 1 \!* .1 n t1Ela,c, ®:u ..is G a. • •,••• SITERC.DOC I ` 'I - •w',. s� --r-Eg'h L-'riEno sae„ ul,u ' .1, ,' 1 i . Zi:A t'.: ,. Item . ; ..•�� • t'. 1Q....' —..Ina.S - I5TH ST Al City of Renton P/B/PW Department Environment____termination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 2 of 12 Part One: PROJECT DESCRIPTION/BACKGROUND The project involves construction of a 2,701 square foot McDonald's restaurant with a drive-thru on 'a 27,750 square foot leased area of the Renton Village Shopping Center. The site was formerly a bank, and the shopping center owner would be responsible for demolishing the bank structure and related improvements prior to McDonald's commencing construction. The building pad is located along the frontage of South Grady Way. Access to the McDonald's would be via the existing shopping center driveway and aisleways serving the shopping. center. McDonald's will be granted access and parking easement rights by the owner of the shopping center. The project includes 29 parking spaces. The applicant has applied separately for a sign variance to allow for a freestanding sign in addition to the shopping center identification sign. Part Two: ENVIRONMENTAL REVIEW A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1) Earth Impacts: Minimal site work is expected because the project site is presently developed and covered with approximately 90% impervious surfaces. Potential erosion impacts would be mitigated by City Codes which require the applicant to provide a Construction Mitigation Plan and a Temporary Erosion and Sedimentation Control Plan (TESCP) prior to the issuance of a Construction Permit. Mitigation Measures No further mitigation is recommended. Policy Nexus NA 2) Air Impacts Construction activity would result in increased levels of airborne particulates (especially dust) potentially impacting local air quality in the area of the project site. Emissions from construction equipment would have a minor impact on local air quality. Construction impacts would be short term in nature and would be regulated through best management practices of the required TESCP and with the Construction Mitigation Plan. After construction the impacts would be associated primarily with vehicle exhaust from customer and employee traffic. Vehicle emissions are regulated by the State of Washington. Mitigation Measures No mitigation measure is recommended. Policy Nexus NA 3) Water Impacts The project site is presently developed with 90% coverage in impervious surface. There is an existing storm drainage system serving the site. Water quality treatment for developed sites is not strictly required by the Code. However, this area of the commercial site has not historically been utilized by vehicular traffic to the extent anticipated by the proposal. The applicant should provide SITERC.DOC , City of Renton P/B/PW Department Environment_._-termination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075, SA, ECF July 23, 1996 Page 3 of 12 water quality treatment for the parking and drive-thru pavement, per the King County Storm Water Design Manual. Mitigation Measures No mitigation measure is recommended. Policy Nexus NA 4) Fire Protection Impacts The proposal would add new construction to the City which would potentially impact the City's Fire Department. A Fire Mitigation Fee would apply to all new construction. The fee has been estimated at a rate of $0.52 per square foot of new construction. For the proposed development the fee is tentatively estimated at $1,404.00 (2,700 square feet X $0.52 = $1,404.00). The Fire Mitigation Fee is payable at the time that Building Permits are issued_ Mitigation Measures The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction. This fee is estimated at $1,404.00. The Fire Mitigation Fee is payable prior to the issuance of Building Permits. Policy Nexus Fire Mitigation Fee Resolution and adopting Ordinance, SEPA Ordinance. 5) Transportation Impacts Access to the project is proposed via the existing driveway and aisleways of the Renton Village Shopping Center. This would minimize traffic impacts of an additional driveway cut off Grady Way. The proposed restaurant would result in a net reduction in the number of vehicular trips compared to the former bank use on the site. Therefore, no Traffic Mitigation fee is assessed to the proposal. Construction-related truck traffic could impact traffic flows if occurring during AM or PM peak traffic flows. This truck traffic should be limited to off-peak hours. Mitigation Measures A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted from 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. Policy Nexus: Environmental Ordinance, Transportation Mitigation Fee Ordinance II SITERC.DOC • City of Renton P/B/PW Department Environment_._:termination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 4 of 12 B. Recommendation Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF X 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 day Appeal Period. Issue DNS with 15 day Comment Period with Issue DNS-M with 15 day Comment Period Concurrent 14 day Appeal Period. followed by a 14 day Appeal Period. C. MITIGATION MEASURES: 1. A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted from 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 2. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of•$0.52 per square foot of new construction. This fee is estimated at $1,404.00. The Fire Mitigation Fee is payable prior to the issuance of Building Permits. SITERC.DOC City of Renton P/B/PW Department Environment_._Jtermination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 5 of 12 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. PLAN REVIEW EXISTING CONDITIONS WATER 1. There is an existing water system on site, including 12-inch diameter lines and some 10-inch diameter water lines. Existing derated fire flow ranges from 2,500 to 4000 GPM,with a static pressure of 72 PSI. 2. The line serving the existing hydrant is a substandard 6-inch diameter line. The existing fire hydrant is shown to be relocated into a planter, however, it is subject to inspection and approval by the inspector prior to reinstallation and may have to be retrofitted with Stortz quick couplers. If the hydrant does not pass inspection, it is required to be replaced. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer line on the site available to this project. 2. The Sanitary Sewer SDC has been paid. STORM DRAINAGE 1. The drainage report submitted shows the project site is totally impervious and will not create additional square footage of impervious surface. There is an existing storm drainage system. CODE REQUIREMENTS WATER 1. The fire hydrant shown to be relocated shall be required to be upgraded to an 8-inch diameter line as it cannot deliver the minimum 1,000 GPM fire flow with the existing 6-inch diameter line. 2. The System Development Charge shall be at the current rate of$0.113 per square foot of the total site. The project probably qualifies for the system redevelopment credit, which will be calculated after approval of construction plans which show the final water meter size(s). SANITARY SEWER 1. A grease interceptor sized for the facility per the applicable Plumbing Codes is required for this installation. 2. The System Development Charge has been paid for this site. SURFACE WATER 1. The project reduces the existing impervious square footage by installing landscaped areas so no fee applies. TRANSPORTATION 1. A net reduction of trips to the site occurs with the removal of the bank and the construction of this project, so the Traffic Mitigation fee is not assessed. 2. Sidewalks are required to be installed along the frontage of Grady Way from the existing driveway entrance to the west property line of the Renton Village Shopping Center.. PLAN REVIEW-GENERAL 1. All plans shall conform to Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. SITERC.DOC • , City of Renton P/B/PW Department Environment__ termination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 6 of 12 FIRE 1. A preliminaryfire flow is 2,000 gpm, which will require 2 hydrants. One hydrant shall be located within 150 feet of the building and 1 hydrant within 300 feet of the building. 2. Separate plans and permits are required for the kitchen hood fire suppression system. BUILDING 1. Environmental: Geotechnical report must address liquefaction probability. 2. Policy-related Comments: Piling and structural fill to be inspected and approved by the soils engineer. AIRPORT The proposed site is located within the 7:1 slope area of the airport. It should be verified that the proposed 35 foot high sign does not penetrate the 7:1 slope. Glare lighting and lighting directed upward to the sky should be prohibited to avoid affects on pilots vision at night. PARKS The owner is to maintain landscaped areas outside the property within the street right-of-way. POLICE Police estimate 40 police calls annually based on the size of the building. The actual number of calls will be much higher. Construction sites are the number one target for burglary, vandalism, and theft. Building materials and tools need to be secured when not in use. Recommend security lighting at night and fencing around the property to create both a physical and psychological barrier. After the business has been constructed, employees will need the Robbery Prevention Training Class offered free by the Police Department, due to the high probability of a robbery at the business. • SITERC.DOC I ' City of Renton P/B/PW Department Environment_._jtermination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 7 of 12 Part Three: ADMINISTRATIVE LAND USE ACTION Report & Decision A. Type of Land Use Action x Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade&Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No.1, Neighborhood Map(Received June 25, 1996). Exhibit No. 3: Drawing No.2, Site Plan (Received June 25, 1996). Exhibit No. 4: Drawing No.3, Grading and Storm Drainage Plan(Received June 25, 1996). Exhibit No. 5: Drawing No.4, Temporary,Erosion and Sedimentation Control Plan (Received June 25, 1996). Exhibit No. 6: Drawing No.5, Water and Sanitary Sewer Extension Plan and Detail (Received June 25, 1996). Exhibit No. 7: Drawing No.6, Landscape Planting Plan(Received June 25, 1996). Exhibit No. 8: Drawing No.7, Landscape Planting Details(Received June 25, 1996). Exhibit No. 9: Drawing No.8, Landscape Irrigation Plans(Received June 25, 1996). Exhibit No. 10: Drawing No.9, Landscape Irrigation Details(Received June 25, 1996). Exhibit No. 11: Drawing No.10, Building Elevations(Received June 25, 1996). Exhibit No. 12: Drawing No.11, Floor Plan (Received June 25, 1996). C. Consistency with Site Plan Review Criteria: In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-31-33(D) of the Site Plan Ordinance, the following Issues have been identified by City Departmental/Divisional Reviewers: A. CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS AND POLICIES The Comprehensive Plan designation for the project site is Employment Area - Commercial (EAC). The proposed use is consistent with the Comprehensive Plan designation. Land uses intended for the EAC designation are those that require large amounts of land and high visibility and access to large volumes of automobile traffic. Redevelopment of Employment Areas is preferred over expansion of the areas. The landscape plan seems to be generally consistent with Policies LU-174 and LU-291 that call for parking areas to be landscaped and screened. The proposal also accommodates the existing access and circulation pattern of the shopping center. I , SITERC.DOC City of Renton PIBIPW Department Environmen'..-jtermination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 8 of 12 B. CONFORMANCE WITH EXISTING LAND USE REGULATIONS; The project site is designated Commercial Arterial (CA) on the City zoning map. Eating and drinking establishments are a primary permitted land use in the CA zone. The proposal complies with the development standards of the CA zone including building ' setbacks, building height, lot coverage, and landscaping. . The Parking and Loading-Ordinance sets standards for parking requirements based on the type of use proposed. When a minimum and maximum range is specified for a land use, the applicant is required to provide at least the minimum requirement and may not exceed the maximum. Restaurants within a shopping center are required to provide a minimum of 4 parking spaces and a maximum of 5 parking spaces per 1,000 square feet of gross leaseable floor area. Therefore, the 2,701 square foot restaurant would be required to provide between 11 and 14 parking spaces. The applicant is proposing 29 parking spaces, or 15 above the maximum allowed by the code. The applicant will need to either revise the site plan to reduce the number of parking spaces to the maximum allowed or apply in writing for a modification from the parking code standards. It appears that the parking stall and aisle dimensions meet the code requirements. • C. MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USES; fThe proposal would redevelop a vacant site in the Renton Village Shopping Center on a highly visible building pad fronting S. Grady Way. The proposed restaurant would complement and be compatible with surrounding uses. The proposal greatly exceeds landscape requirements, providing 13,251 square feet or approximately 48% of the site area in landscaping. this would effectively separate and buffer the proposal from surrounding uses. No impacts to surrounding properties or uses is anticipated. In order to ensure that the outdoor lighting does not result in a glare/illumination problem on adjacent properties, the applicant should indicate that the proposed lighting is directed inward on the site. D. MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE; The proposal would not result in impacts to the existing developed condition of the site. The proposed landscaping would actually decrease the amount of impervious surface present on the site. A sign variance was approved for McDonalds by the Board of Adjustment on July 17, 1996, to allow a second freestanding sign associated with the Renton Village Shopping Center. A condition of approval required that the sign be located further west on the property than indicated on the proposed site plan, to provide better separation from the existing Renton Village Shopping Center identification sign. • In order to preserve the existing, mature landscape on the west portion of the subject site, the location of the freestanding sign should be approved by the Development Services Division. When the Renton Village Shopping Center installed the shopping center identification sign (August 1994), trees were cut for sign visibility and the applicant committed to re-landscaping the area around the sign. This landscaping was never completed. Considering the McDonalds Restaurant would be located on the same parcel as the Renton Village Shopping Center and would share the entry drive-access, the landscaping around the shopping center sign should be completed as a condition of approval for the McDonalds proposal. This landscaping should SITERC.DOC City of Renton P/B/PW Department Environmen____;termination&Administrative Land Use Action MCDONALDS ON GRADY• LUA-96-075, SA, ECF July 23, 1996 Page 9 of 12 be coordinated with the landscape proposed for McDonalds in order to provide a cohesive, designed appearance to the entry to the Renton Village Shopping Center. The site plan indicates a garbage/refuse collection area that is located accessible to hauling trucks. However, it is not indicated if the area if fenced or screened in accordance with City code requirements. The applicant should provide further information on screening or fencing materials for the trash corral. E. CONSERVATION OF AREA-WIDE PROPERTY VALUES; The proposal would re-develop a vacant building pad that fronts S. Grady Way. This would be likely to improve area-wide property values. F. SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION; Access to the project is proposed via the existing driveway and aisleways of the Renton Village Shopping Center. This would provide for safe and efficient vehicular circulation and would avoid traffic safety impacts associated with adding a driveway cut off Grady Way. The site plan indicates a.clear pedestrian connection between the restaurant entry and the sidewalk along South Grady Way. G. PROVISION OF ADEQUATE LIGHT AND AIR; The proposed building is sufficiently setback from property boundaries and other structures to allow for adequate light and air circulation. H. MITIGATION OF NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS; The proposed land use is generally consistent with existing and anticipated commercial uses in the area. It is not anticipated that the proposal would create any harmful or unhealthy conditions. I. AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE; AND The proposed project site is adequately served by utilities and roads to accommodate the proposed land use. See the Advisory Notes section of this report for detailed information concerning utilities and public services. J. PREVENTION OF NEIGHBORHOOD DETERIORATION AND BLIGHT. The proposed project would provide re-develop a highly visible site, provide an infill use in a commercial area, and generally improve site conditions. The development would likely assist in preventing the deterioration of the site and neighborhood. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report SITERC.DOC . City of Renton P/B/PW Department Environmen:4..:.:termination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 10 of 12 FINDINGS, CONCLUSIONS & DECISION Having reviewed the written record in the matter, the City now makes and enters the following: D. Findings 1) Request: The Applicant, McDonald's Corporation, has requested Environmental Review& Site Plan Approval for development of McDonalds on Grady. 2) Environmental Review: The applicant's file containing the application, the State Environmental Policy Act (SEPA).documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 thru 12. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area - Commercial. 5) Zoning: .. The site plan as presented, complies with the zoning requirements and development standards of the Arterial Commercial zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: S. Grady Way, Auto Dealership Metro Park and Ride; East: Renton Village Shopping Center; South: Renton Village Shopping Center; and West: Chevron Gas Station - E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) Specific Land Use (e.g. Site Plan Approval) issues were raised by various City departments. These issues are addressed in the body of this report. 3) The proposal complies with the Comprehensive Plan designation of Employment Area - Commercial; and the Zoning designation of Arterial Commercial. SITERC.DOC • , City of Renton P/B/PW Department Environmen':_.-_.termination&Administrative Land Use Action MCDONALDS ON GRADY LUA-96-075,SA, ECF July 23, 1996 Page 11 of 12 F. Decision The Site Plan for McDonalds on Grady File No. LUA-96-075, SA, ECF is approved, subject to following conditions: CONDITIONS 1. Prior to the issuance of building permits, the applicant shall either revise the site plan to reduce the number of parking spaces to the maximum allowed by the City's Parking and Loading Ordinance, or apply in writing and obtain approval for a deviation from the parking code requirement. 2. The applicant shall provide a detail or specification of fencing or screening materials for the trash corral, in accordance with City code requirements. This shall be subject to the approval of the Development Services.Division, prior to the issuance of building permits. 3. The applicant shall demonstrate that the outdoor lighting is directed inward on the site so as to avoid glare/illumination impacts onto adjacent properties. This shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. 4. In order to preserve the existing, mature landscape on the west portion of the subject site fronting S. Grady Way, the location of the freestanding sign shall be subject to approval of the Development Services Division, prior to the issuance of a sign permit. 5. The applicant shall landscape the S. Grady Way frontage and entry drive area around the Renton Village Shopping Center identification sign. This landscaping shall be consistent with the landscape design proposed for the McDonalds Restaurant in order to provide a cohesive appearance to the main entry drive into the Renton Village Shopping Center. This landscaping shall be included on a revised landscape plan, subject to the approval of the Development Services Division, prior to the issuance of building permits. DATE OF DECISION ON LAND USE ACTION July 23, 1996 SI ATURES W.)( 7/ 5/-fe/( James C.Hanson,Zoning Administrator July 23, 1996 s Michael D. Kattermann,Zoning Administrator July 23, 1996 TRANSMITTED this 23rd day of July, 1996 to the applicant and owner: McDonald's Corporation Attn: Diane Randecker 10220 NE Points Drive, Suite 300 Kirkland,WA. 98033 SITERC.DOC CITY OF RENTON MEMORANDUM Date: July 10, 1996 To: Peter Rosen, Current Planning From: Kayren K. Kittrick, Plan Review 7' Subject: McDonald's on Grady Way LUA-96-075, SA, ECF EXISTING CONDITIONS WATER 1. There is an existing water system on site, including 12-inch diameter lines and some 10- inch diameter water lines. Existing derated fire flow ranges from 2,500 to 4000 GPM, with a static pressure of 72 PSI. 2. The line serving the existing hydrant is a substandard 6-inch diameter line. The existing fire hydrant is shown to be relocated into a planter, however, it is subject to inspection and approval by the inspector prior to reinstallation and may have to be retrofitted with Stortz quick couplers. If the hydrant does not pass inspection, it is required to be replaced. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer line on the site available to this project. 2. The Sanitary Sewer SDC has been paid. STORM DRAINAGE 1. The drainage report submitted shows the project site is totally impervious and will not create additional square footage of impervious surface. There is an existing storm drainage system. CODE REQUIREMENTS WATER 1. The fire hydrant shown to be relocated shall be required to be upgraded to an 8-inch diameter line as it cannot deliver the minimum 1,000 GPM fire flow with the existing 6-inch diameter line. MCR NGF.DOC 2. The System Development Charge shall be at the current rate of $0.113 per square foot of the total site. The project probably qualifies for the system redevelopment credit, which will be calculated after approval of construction plans which show the final water meter size(s). SANITARY SEWER 1. A grease interceptor sized for the facility per the applicable Plumbing Codes is required for this installation. 2. The System Development Charge has been paid for this site. SURFACE WATER 1. The project reduces the existing impervious square footage by installing landscaped areas so no fee applies. TRANSPORTATION 1. A net reduction of trips to the site occurs with the removal of the bank and the construction of this project, so the Traffic Mitigation fee is not assessed. 2. Sidewalks are required to be installed along the frontage of Grady Way from the edge of property to the existing driveway entrance. PLAN REVIEW - GENERAL 1. All plans shall conform to Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings,, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. RECOMMENDED CONDITIONS 1. Provide water quality treatment per the King County Storm Water Design Manual sized for the parking and drive-thru pavement for this project. Water quality treatment for a fully developed site is not strictly required by code. However, as this portion of the commercial site has been historically underutilized by vehicular traffic, it is prudent to provide water quality facilities to minimize the additional petroleum and heavy metal content of the storm water into the existing system. 2. A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted from 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. CC: Neil Watts MCRENGF.DOC PROPERTY SERVICES FEE REVIEW #°4- 02 q . . . • . • . • • . , . . . . ,..,... . .. • gil DEVELOPMENT APPLICk.....JN REVIEW SHEET - 1 -1.. : I3. PL/.......:EVIEW ROUTING SLIP --•.1 -;'''. . . CI ENVIRONMENTAL CHECKLIST REVIEW SHEET::,••••••---',.•--.:.'-.'..CI' • • - • _fm • ."7.7, .,.,.., , Aleie6tve . ....,..... it-...:--...,:. ..... . OTHER.,-_-• . --., •.- • -., -..- ..-,!,,,:;:',-1-',7-.'.. •,, . - ...-. APPLICANT: -••-/f/• p - , : ,RECEIVED FROM . -yete: ; 9 _ • .,' JOB ADDRESS: .--'•• •...•''....' .'..;"-•fr'''. 0 1 - ' ..;---ai 2 p-0 y •40S4,-/ ,- -,•- .• ',••••• • -• --.:1-W011 ,H.* ...- •'•':---if- '-'..--' • ' (date):•- '''''---.•.. ': ' •.NATURE OF WORK: •" .,TE:AA.) '- .,':(..iii_i_htick:-- • -AG,.i20,1A4.-e,o - ' .-sT,GREEN# . -..••••-:.,--;•'. ".... ., , -'..::.E' .„•;.:..-.:,:g•f-(.4;:i?"-.,-.." • • . ',-:....'.. 13 ... SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED.'.,,":-L'--?' ,F=--...:',--,NEED MORE INFORMATIOW.-;'-,'-::'-0.-.-LEGAL DESCRIPTION SPECIALASSESSMENTS*1405 CONNECTION FEES ESTIMATEIV:--;:f.'...-;?4.11,-1-;:.:.:: CI ' -:SQUARE FOOTAGE';'..C.,- 0." VICINITY MAP4:',,,J4AL::''... ..: CI-r:'NOT APPROVED FOR APPLICATION OF FEES r.'.''-i'.,-...:-', ',-.7,1•;:.,,,..'-,z,''.1".--',i„.f.,:.,.0 :;IFRONT FOOTAGE T!-i:j...2-2: '•'.;-;_,-0 ;OTHER ,..:(:.-.1-:.;•:_itiT, 0 'VETItti; . :...- '4• ..S -'',1.1'•?-•-!,-;',..-4;'',..;;'!--',4- 3137'.NOT VES1ED.-.1Y-4:f1-,',..`-.:-,'-',----A.--',"--.-1,1-.i:7-.-.71,-'-..4.1..'..'::••--...'?-;‘,-.-.-..--a-i.91-ii.;•;1•:.c.•- • 0;)::'1;;',1:7:11741;..t.,,fz-;:',""-r-f..1,-';:•.;;:-..,.',./--J--:--;:'1-?;.''iT..,',--2(i-gTs...---;•-;,..;-',.,`:;.,: 0 •••-......, • -,i•-.• -.•••".-,-..,..-,• •-•,.. - • .- ,,- .,•• .:• ... ;••••:•:-.•t!-•-,••'"--•'..•-•,..""•-:'‘''-'''-,z4.::•:;;•-•,1:::,,-;,-.•-.'.•-•,.-.,Vp:•••...„--4....--,t,:i.;,:.•;5-.••?4,-F.,,te•,,...-,,,,.....ph::6,.:1,..,-r.,,,::•„:•11?,; .,:;%,'4_,:%•:",',,,;- ..• ::. ':•:• ' 0 ..'.This fee review supersedes and cancels fee review i'•-• '---. -"- •-..--'-'":dated'..-;,..'t.,',..r•':`,.---•••••:. -••• •'.'•••-••....'"---.•--411.•.../v.f;,'-:i-....1-i•-•;c,";.',4s..4.41..f.L'..„-t4'it'•ril-,i;,..7 ::-,.0,•;;._-._-ii..1.,4,-.;4.'.,.-• .• •'•.:'- ---,.,7..--,-.,-.,..,•-•,=---•-y.,• ,..,..,„,'F..-_,•,-7.---1,-,,••••,-,..,'',1'‘i6;•7.,s,';•7,7 ,,• ,:7-;', --... ..r. ,,, ,-I,_, ',-.-- :',..r,, - 7 . '-•"-:-A''.';7.7-..-!"--_ . -''1-f;--:5?:.*t--7-.:''..-,?'-'-:,2,':7;,'-"77`t'7 ..ii`,7?7,;:-., .7' .-,',1• 77:2,..-::..;.5:7j'titi,';:'•'2.f.'-',`,.:':,f7,:,i7IrStvii..--2",,W,Sj---.:,,,,,,,,--'i-,....,g,_..-...,,,Z; ,,.7.1.f_,:i: .'...,;`,..f..,-..k.:, •7-4-_,,i-._p'...13....;_•:.PARENT PIDt(subject_.to chap,ge):1'.,. ...':::,,,cc.:',:i';:t,''.-it[4-•;..-4:i.;-.,,,.iqj-.-.- SUBJECT PROPERTY PIT#1'..:27-1 7.'1;0 0.5 '.-- iliD'ff.,;•6•"-. 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'.::,.:' ••C ....6:'...'.:?joSP-S1'it'::;•':;:.' •=•":1% `,;':.:••,,r.4''.....,'.71.41-*',,,.., '.;' •,,%;.•;-.,r•:`:',•..-r :-'- --; / "'..'-72,4 '..1) -'.. ..' . :A. /....'='.':•'.4..:' ''.-7.',.''.": !.'!.:i."-'-ff.,•7e:•,5'7,1V.f- •;▪ ..,-,..t;Ly"t -,-7i--7.a--,-`.4.:?,,,affrai.- It is the intent of this development fee analysis to Put the developer/owner on'notice,'Ihat the fees quoted below may be applicable to the subject site upon',,T-4-'_V.;;FTH : •..:,,,,...-, development 0,7thirprOperty::.All quoted fees are potential cliirges that may be'd*ind'payabtC-4(rdieiinie'!heepitStrOCtinnPennifsiSs4e4:-.1billi,siiiu le on-site • • • ..----.and Off-site iniiiiiireirientS(I..e:underground iitilitiii,'streetimPrOVeritents;etc).:Trideriniineefiardiins for fees-Will Ve'bi;erloiCetirieii diii;:iiiiiiialic;eil. .i...:-. ...i.•.,.c. . ,-- ,•., ,...,..•-J1 r• . • • -,'-•'• ' ••„,-..i-,„;•:,i.1.- ..,....•,,,, -,,,,...;:-....•,-..•,,,Y.,1, a?.at, ,..,.z...,a^,-;.,--•...,.,,;,!...;,..-,:?a2. ,''F•Ifi-4:10:;:;••"1'•:•6•''C.1%'7'."'..4."P 5V''''"'-.-`-'^''''''''''''''''''Y'5.--"-' and determined by applicable Utility Section '..,-,;-•::;•,-.,._•.;-..:-.. ,•,..„,..iL!..-•;-:.e;4-..l-:.`-,02..,,,•_,;•;,,,..,,4,;.L-6.,:..st,,Ip-4:.•,,';ii,. .,,--a:...,:,,4;*.,,,,,trf14,7‘•;!'..el,'/.1,1d,,,',41', 1•;-Ve.:;',1';',.1k.-----.,',!-,-.Q3-iir 44:4.i.-;:?4,:,1'=.4'sj.,-..-.• _„•,, ,?:.„ ....;t.-1,,,c,!),.,;;.,:-.1,!,r.r„.:r.v,,:,..,....,ii, ...-ii.:•••-.•ty,:•,V.:.,•;;;:.;.,-;,4;:,t-•:;:l.,i:i.:-,:.L.Z.;1,Y.1,2;•,,li.,,i-E;,,::,1...?,•:-f..c*--..1-•:.1 f•±:,.. .g;:,•-•:.;(21.•. ;...,,,•, .ff„. -' , .-:....-.•4. ..i.,.:•,_-,_,... ii-,-.. .;4-,,i.,•:.,.r.v:., :9- VIJ'Y.-.4,13;",44:i:',,,, ....,...:-'::::.•„.Please090..,th,#,Pit,17s:,...,,ac,!_iiPierct.t4firnfe,v0th.,01!fr., Osc;5714f.0# be tr!., f.f•e-qi.4.;,pt olc130.•ildi•Pg,•,Pe;thidi pFP./;isIP—CtiffkPe.-4-nic:":514t.;**3--, , ,P13,1i,:ai..,,t1:° :-;-..f,; k ;;AtiT5'4'' : iffs:'Yg.4'. .,;*:./..44,;.:.'4,1;4`:,k.14..fAVI .4:4- 1,.,-.7'kc4r•: .4.:..i4r..;41gici./..,.44itilf,' ,.1. 1 '..-',...;.:'?"',1•1;ii 'f011Rii ''iiiiiitgile-gCiO441-05Tringliiile tigiAi.J'sreVerPeliiiii 'iWpciiiiii:Ig l'"billiecosejp:ikW'aieiiiiige-!...t.„,cP't.°,11.-•', 24,•'-'V'"'i.'1•, ,e' 4-k.,.„11,_,,,,M''',..:,'-4,•", 1,i",.,'-•:•-••,,••-:.-,-- ,7151,•g•-,••,--•-•,-.%--z•,,K•o..A,,,,,..,;,,,--,•-•'-'1!,:P!P--, ':"•..".17: th•r-7-i•'-'.:---';''',.--,(••:::.7.1.:::11114;.'F:A•tz..Y1,--,w, .....,FX1rEf.401.—.. ,...4 .. 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Ur x-,L.q--0 A-i-'aT•,,.E,,z,,.t..I..„V--.-,B,YI,z B_ AiwNSPiOR..,T-A-.1T,-,4-I-1,O!-_'N--I FtlilgffildATIONS : 5 4i5I tLo I _a-A-.-•i-r-;t.:'g'.:rA; •1a.41--%-.:--i-t re--,r6.1t';r&a'tl tesa•l iV*-.1•et.i*,:-••1:--: .t;.'.-•:.,I . - - •• -• x...' ../.7- , 7. ,:l. ,- 7',..,:o.....- -' "-..'' ; '- : •'- ljt,i.,,,,.'T3r311 -.7- . . 7: !'.1' SYSTEM-D._,E.,. ,V,E,,—....L0-.P41.11-ENT-SHARG.415'...4!_rEll...- 4. 4"•°:Y...45t,...LA*"-,,ig' .. • '7'.,..i AtmuNrrst..N,,: • :7i..01.K.;.r.Ar, ,,,,,,...J.• ..... -.Ii•z-=,,_..k.,•.•32,4- .,,,,,,.,,,....:_.__:,..,..„1,c...1-,-.,.,,,,.....,,,„.,-__,........0;,. . ,..1.,,..,L,,,,,,---,,,.,_:..,:.---,e ,,.!. • ; ••• ".•,...„Itetrdkr4ritym:4 - .• ..-:6c:•,.13;Pd PrEflii4 ul.,rarnaurror(Ltd•t.xemption)1.,.:-1.•:-4•4everra,- . ,,....:-. : ' •'SQ.-.V1V: I..4•.:: :;:., ,.,..,P'.. ,... ,,tj..4-.X.W01217,44'.3;71;,*i.,:...-.:- i..,•-*11-=' •-...• -- if-:-SiiiklaiiiiiVitigideiAtiiit.$8501iiiilit74-ifc?•;ifi,---TAi?.14'-':!`:5:t-ZeVe •FiEl-F-se.?,:i.'4";:ffi--. ..-&---.-,'.,.if:-;'4„ftW.7c,..;:`-f.f..7-7.--•:*:"N:i1r;.-;`'..1?-11.- -;17. .-ri'i•-ft-W-_Tk.i.1? --t.-.- --', Iittiibili'liViiirtlifelliiikiiiiit':$680/iiiitlittiiiie•;:-.7,Y .:14.0,0*.W.&40kii;:t i*P-81g,gliN.W1 :--;.;:•Aiiiitin'llit;c061idar$51011ififfiiiitiiiC0.6i:COlt iiiiii44gigkgfti, l'a.13.:51',.f,J,-•§:.:Afigi',114-•::i liff;II.•1;':,.-ifairOk.-§:-.‘fif4.4:7,1:1•SL-_‘••,,,S-Agi).kl; ;•.'r ••2, '..-7.Ciiiiilibiaiiiiiial.;'$0:II316:1•AVE.if iiiiiitii.l&irrekiiitsaii.§c.ixiillif.Lro;' ,9fh,•'•"•(:.::•-•:,!:.,(ri'i'..::',z-zi,4).:tgor4712.::19:zvf,fi,-.- -;f2_, ::,-,.5.', :':::_.-,1.3.9e471*.;§:ottiouir.o.wotTotiiFlooKmog.sps.,15..ft potipott,opot*.t.iiii#5.0v4"ei:F.::::•;ViF...'!•:;•'..F• ilricr-jc.ti..":•;:t.',. ..T•S;.'"W••;.''1;.1,--:-...' ;•:":.;•:•.`!•,';15104:e' .:'•F. i•;)-.••.. . , ,.. ,•: SYSTEM DEVEtOPMENT,PIARGE t:':VVASTEWATEIVOTff,gt__41,441_ i ,,....g , - -g - •W3ctc- ,-,,•• • lid 1;Pd Prei. ".'0,;Pliktially.Pd aid ExeiziptiohYo' `;:1:1.:Nevdt PcL--.,4t.••:,Y-s.-,i-,4.‘,::-..r." '-- .; ok .• ..-'.1'-'4,!.„▪ .../' -„..;!,r.F.:•--:1 - • • .. ,....,;;.:- f'-',-; ••,,''Single'faiiiilikeAdeiitiardifelliiiiiiiiie.$585ititilfift. ,••,":,..:;ER'-57.:M:::W. . .V. ..z` 1.,7.....7.).',._,-.. .,._•,;:-..r.21.•y!fr:;,..• ....;::::-,'f•••.;'',..:'--••:',;:q.Ti.:0;: .i:.. -4-4:".3':'•-•• .,".;'-':•• ••-',..Mobileliiiiiii'd*elling-unit$468/iiiiiitia-sz'SXM..- -'1. ';','•'-',.::',-.;?•:Wx,--•-•:.:r.-..:41..6:";.1.,1. .ti:7'AZ..11'''' ••• •-i.:•"-',i42,''''.:-.-:•'''.''..:Z:,-V4.4.C,' . S--,••";-•:'-'2.--:':::.--t..-- -1."OW.V1''•i• : :•-•.'•• 'r•-..Apaitnient,"Condo.$350/tiiiii nOt.iii CD or CORiOnes- 1i-•-•,,:-....:;.;.2.:',.:,;:',.A;,'.._7'14....:44. ...:-,:-:. ,"-'':,;,:.:-..",--".,.--...-:-1.....-,''....3.....,?•-••• ;•,-2:•..-.7,,..--,r.i,..4'-.'..-,' , ',: .:•,..-,.',..-',:".'-:';',',"•.:::', "!:.i .V.',•=..2?..-.- , •••!: . , Commercial/Industrial,.$0.078/scl. ft.-of property.(not iesiiiien$58.500)i-,,.i.:•.,., ...i. .....!•••,-'1,•;-•. :1;:'r......:... .! ,•;..,'•• :2-7-:•-7.':'.1•:•T.-- •:•::• -•-• . REDEVELOPMENT_CREDIT:"(New Old FlOw)/NeW-Flow,' :•3E-AbOie Feei . •idiiiji ,4:-04?•:. ;.-;'i'.1Ab.-•-•;;•';W").?::.•••:''.2.-.:,?••• ...-•;.•- ',"-;:.'....t.;;',,i;: -.i'ri.; •'. '.. SYSTEM DEVELOPMENT CHARGE-SURFACEWATER.:cr.",,F,,Zi.:::::.'..1,,i'-';IRI.: '..'-•:A,",,,-iiz:k;c!,•1?.7..;i:ir,,-.:-i:-.- •-••••-:-. ;''..',.:•-/.f,'--•'.'••:.•,A.:•,!.-; '',-...,......',".:::-.,-,.r, 1:•-•.:•=• ••:;,,', • . ,,,,, c:-.., .1 , .? '...I..,.....'-,,,..• ....-• ,.:„ ,,...-.,.. _,„...i.',' .:..'I."•_...,...:;1F,?.-•'..:4.4.,...0:•;;;;:.:7.i....y.,.,... •-f„...;-•(•:,•..:,..,...1:AF !...,.;,,,,... - ..-,4,...,::,0 t...:0;•7.. ,.!•,,,,.:.,;..!•,. .:,,.- :•,....;•,1,:..iii.f. .•:.,.., CI•Pd Prev.t:!,g,•0 Partially Pd'(Ltd Exemption):14E1•-•:Never PrIlt;,. ...,,,.., ,,.•.,.. .,,s.. Li:,•:!.,, ..:4_,I..::::,.,--_,,,,f -....: ... -- ',...f?..-._...---.!,••-_,.;,... -••.,.:-. .-.. ., Single family residential and mobile home dwelling unit$385/imit le'-',;••.,...:',.i.'1 •.':-.,:"-.'•;•. ..._ •',-,`,?...i•,•••:... -, •,"•.• - •-••;.-.:T•'• .. :••..-':•: -'i! ',,-•1...'A!..J-1::'' . All other_ properties,•.i.i.iitie,.$••0• 1„.26 9/s.q..:f..,..o.,,f new....Impervious:-area o:•6-f,.property .''.x-.-.0::M'.:,•,! ,1e/ot. implioN'.- ..e.r-'w. - s.,?,i7:.V F..i,,R...e...s- .c..3-I-fi4k'i n.e9 (not less than$385.00) . , A 4 '.A- Ai•( a-°'i- ri. :be--,•:`,I.:•.' . • .:-. '" .'• . ( PRELIMINARY TOTAL -• •$ • : '-' . . • '''' -;:.;-.'''' •1,•:''' : ' -Itt Ste4/earT.-• eo Ce>larm.' 4,290i'l '--:-'4.4 . '- •Signature of Reviewing ority -- --- .---• • • • -- 8 `L..'.. 4 , .*If subject property is within an LID,it is developers responsibility to check with:the Finance Dept.for paid/un-paid status. .• . . . .„!k*The square footage figures used are taken from the King County Assessor's map and are approximate only. . - ,' „•• . -.': . • c:/template/feealipitib - EFFECTIVE July 16,1995/Ord.Nos.4506,4507;4508,4525,and 4526..1!;!..?•,•'.•..: •'..-•,... -: ' ...: -...-.,. •. .: .• _, „ Ni • • „ . • • 4. ,•- -_,,' '.....,.",'•_.-.,.. ,-,r••••;•....'..-- ,.-•,--„,;;,..,...... ;. .•-,•: ,,, _t..•;..._.. „,-. .- ,. . . •• ..,•• : •'•••••••• -••• . 0 :•. City 01____!ton Department of Planning/Building/Put::_ .•/orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIE N REVIEWING DEPARTMENT: Sw ac.e) st COMMENTS DUE: JULY 10, 1996 JUN 2 7 1996 APPLICATION NO: LUA-96-075,SA,ECF I DATE CIRCULATED: JUNE 27, 1996 APPLICANT:_ McDonald's Corporation PROJECT MANAGER: PETER ROSEN n. um�i�savta of VISION. PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS 7 B 1/C _ LOCATION: 401 South Grady Way SITE AREA: 27,750 Sq.Ft. I BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 Airport Environment • 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMMENTS &g, PLAN � V'J. Aoc- 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. 01 4? l rz(1 7 //ff Si rtture of Director or Authorized Representative Oat DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works r ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: PAejA Peaew - WfMlYCOMMENTS DUE: JULY 10, 1996 C APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 OoF• Al APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEN JUL PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS 184440 - 1 1996 LOCATION: 401 South Grady Way �V," D lifiSION SITE AREA: 27,750 Sq.Ft. BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS 6- /&tiI i✓it/. Ac>L 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. 7V� eh , ed# " 01l� Sigh re of Director or Authorized Representative Dat / DEVA .DOC Rev.10/93 I r City of__-__ton Department of Planning/Building/Pub.:_-..corks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET OF R N1I np REVIEWING DEPARTMENT: —�-�,,U•_ 1 y �StJOrta,'6k COMMENTS DUE: JULY 10, 1996 APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 JUN 2 1 1996 APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEf�I�,„�.. „ e p � t�991dsE®tj PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS IS/10 _ LOCATION: 401 South Grady Way SITE AREA: 27,750 Sq.Ft. _I BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER.-TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 Airport Environment 10,000 Feet • 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS �S-c PC.9-rt/RV' V. tot. 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. , 1 7'tb c 7// Signat f of Director or Authorized Representative Date DEVAP . OC Rev.10f93 n...r.x..riY.rr n f.x/.. n:•:r/.+i$Yf/.fx :h }.r.....f1.f}%f}}}�rn•F.w::.}it.r..r.:/f.•}}:::•'l.•}r:............. .rrrn.n:�:'isii'{i;:,+•;'r,•;}:;{}:)ip-ri{%.}}iirr,'r,'!-i%Frtj;}ra:S?{}{::?iiii�'�:/•t'•:ir f'r:ji3}i}i v {vr v n:..rt ...,.y.+s.,.r.............t;:..4;...:..,...;:....::.....;.......... :, is rS r .:f+,rr..f C.Cft :i' rarxS:::}".• "";af�' h'�,"'fr'n?� 8iE�}iG, ::�..:�.:is rr??• ....rrnf t%:it`: :'t: ;:':'•i •.' �� :: � :� :.�..f<}:;:":i•'•}:fi;•.. :� .....t rf..rn.r....r...+.....r....�..rf.f:....,.f...rr...r::r..;rta:f}:af;•y,.,;,.•:,f ttf}:•i:•i:�}:}...�:::.::::+:::....:•:.xitt�}r;x�:::..::•:r:f}:�:tf;y}�r:.i it.+ritttt:}•f:..;..,+...-x.. ........................ Project Name Me_Pop:a(C1 5 at Petit, i)r 114'cl Project Address 4 0 ( S. G✓aci y Wey r�l Contact Person D lay;e li a t1 r]e c key Address kic-Do4alc/s Cove ) /02 v /IJE Poi i bv, Su,7c 5001 r,✓hlund a-) 1 98d>3 Phone Number (206 ) - g27 - R700 Permit Number Project Description Loi,sivuct :te M Dc,1,ralcJs /tr S lrc1Ool kc/ Ceiif t'v ( 2.701 5, 1. ) Dew() ,&-. hank (." 456 5 s,-( ) Land Use Type: Method of Calculation: D'a.� /z) Pu~ � Rif? ❑ Residential ITE Trip Generation Manual ras7 ro �i f 13 B>y) Q� v6 ,Retail 0 Traffic Study � ❑ Non-retail ❑ Other Cre�li� 10) buhl/ = �, rvoos.-f. = Z65.2I IriFs t'r,cwa✓� fv, s 5570 Calculation: \ � (456 ) � 265.zi) (0. 55 ) — 665. 53 duihi 11"1? 5 ( he-fcrr ) Fa) ay.(' b c.hcuci Id S = p'Li /00O _ 6.32- f 2 tr,ps f✓,,,os =7 2 t' 7a (22--1 ) ( 632.12) (6. 261 ) - 4g5 . 13 oiadcj -trl ,; (u-Ftei ) woo 1Ue( Inca) t v)pS is cc c-E4 vedetc7;"/ -76 665. S 3 - 495. /3 = 170.75 dud( Transportation Mitigation Fee: 0 Calculated by: /;�, f (0 Date: g/ 6 Account Number: / 4 Date of Payment ►1)A • %:r City of ton Department of Planning/Building/Put forks ENVIRONMENTAL & U VELOPMENT APPLICATION REVIEW SHEET OFRENTON REVIEWING DEPARTMENT: CoIAS't 04 CC COMMENTS DUE: JULY 10, 1996 -'-4"..,P7D APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 IR.! 2 7 1906 APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEN _ PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS 1Br ror"'`eY"u L1 V!SION LOCATION: 401 South Grady Way SITE AREA: 27,750 Sq.Ft. BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 I/ Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet Wa CitN[CMG Ralf MDST ll 0DR SS L[& P1iGTf PkbiltiaTif B. POLICY-RELATED COMMENTS PlL[ [% STRL1ITOL4L FLW TO i1 i 5P 1 iJ RAM 14PPI.6UJ by Tbe 4 D1LS 61u(1(1O661. C. CODE-RELATED COMMENTS We ve e / ed this a f ation with articular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh re i n a s eeded o properly assess this proposal. 3 -q Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10193 Sst/E P.' 4\ , . . � ►°1.1q11\rPr a;P eA c t. McDonald's Corporation/Grady Way Jim Chandler Comments: a. Environmental: Geo technical report must address liquefaction probability. b. Policy-related comments: Piling and structural fill to be inspected and approved by the soils engineer. c. Code-related comments:None. h:pr:LUA-96-075 jac Document4/ . 1. City o' iton Department of Planning/Building/Pul Yorks ENVIRONMENTAL & DEVELOPMENT APPLICA f iON REVIEW SHEET REVIEWING DEPARTMENT: Akv'koo COMMENTS DUE: JULY 10, 1996 APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEN PROJECT TITLE: McDonald's on Grady Way WORK ORDER NO PIW I f3/10 LOCATION: 401 South Grady Way SITE AREA: 27,750 Sq.Ft. I BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT.'MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29)PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 X Housing X Air - X Aesthetics x Water X Light/Glare X Plants X Recreation X Land/Shoreline Use X Utilities X Animals X Transportation X Environmental Health x Public Services X Energy/ Historic./Cultural X Natural Resources X Preservation Airport Environment 10,000 Feet Y e s 14,000 Feet Y e s The proposed construction site is locatedyWttiin the 7:1 slope area situated west of the airport, see Inci 1. (The 7:1 area is highlighted in yellow, the proposed construction site indicated in red. ) Maps available to me indicate that the ground elevation is 27 feet, plus or minus. Building height is stated as 17 ' and the highest elevation, however, a sign is proposed to be located at the corner of Sunset/Rainier which is 35'feet. It should be verified that the sign does not penetrate the 7Y1 slope. B. POLICY-RELATED COMMENTS None C. CODE-RELATED COMMENTS Height restrictions, see Environmental Impact Comments. Glare lighting, that lighting directed into the sky or upward so as to affect the vision of pilots landing at night, should be prohibited. See City Code 4-31-17C. 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 ad•" nal information' eded to properly assess this proposal. r'• '/ 0 %.iitat 27 fir Signatur. .:f Director or Authorized Representative Date f DEVAPP a r Rev.10/93 I', r �nydale ll�fiM ��ii �'d', �� ''' 1 G,��� R• 'r I I\ r x a li Coleman point'''. � _•�-.. �.,. .-' 1,3, :E' '-17'7• ."-.ft-N----".'"-\'S\''.'.N,,,)',.,ft.'v,.Z..eis_'--'A-\\•-eiirkeV. f 1 _Gt�° IBtl16dBl�16 — ".'µ-.` `•�� 'Y"'s' ,'% < B��'� .{! r t fr yY~ - Imo- _ �"""i l - i fin_ `. ;• " ,� l <4' \ -.,X,, ; --.. , :,K-...,-,.., :,,,., - , ,,,/---N., \'4.,?..;\i,::::,,.,.,:i,::,1 h ▪ f r: �� \ il t •�si II If 41 'S 2 ;' Y , ... 1 t f1 �` 4414 *.." :.:.:iiilliolvAr° :::,: 1 �� -7 fir' TON �� s � � t_ v ■ �„ 1 111111111111 11/4\ ,� � .� �I-._■Ni \1'. 11 7,, fix. .j `. ` ,, }. ,, tit, r iir,4.,4..H- .:)relit Inioni-ff •�.—,Ian, 11 III �k ti ,1_ li,,:it4,.-74:4--71,,...,,,i,07,1, 4. 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City oft-_- Jton Department of Planning/Building/Put::, .-_forks ENVIRONMENTAL & DEVELOPMENT APPLICATION fEVIEW SHEET REVIEWING DEPARTMENT:Fure, y►p�ey�-{ COMMENTS DUE: JULY 10, 1996 APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEN PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS 7$I10 LOCATION: 401 South Grady Way SITE AREA:_27,750 Sq.Ft. I BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 Airport Environment 10,000 Feet 14,000 Feet/Up Pid{ or . L1 padS. /W _ B. POLICY-RELATED COMMENTS/f C. CODE-RELATED COMMENTS teat n �f See a?7 tea ad MO/ a/ 3 We have revi wed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additio al information is 0-lied to properly assess this proposal. CIA.44)-6 *4,11 % 7///t signatd.& Director or Authorized Re'esentative Date DEVAPP. C Rev.10r93 . , CITY OF RENTON "P,t, FIRE PREVENTION BUREAU MEMORANDUM DATE: May 16, 1996 TO: Peter Rosen - Planner FROM: Jim Gray - Assistant Fire Marshal SUBJECT: McDonald's Renton Village The following represent the Fire Department comments: 1. A preliminary fire flow is 2,000 gpm, which will require two hydrants. One hydrant shall be located within 150-feet of the building and one hydrant within 300-feet of the building. 2. Separate plans and permits are required for the kitchen hood fire suppression system. 3. The fire mitigation fee is required at $0.52 a square foot of building area. Fee for this project is calculated at $.052 x 2700 = $1404.00, which is payable at the time of the building permit issuance. Please contact this office if you have further questions. JEG:mbt , mcdon City a lton Department of Planning/Building/Pui Vorks ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: fitsyie,s COMMENTS DUE: JULY 10, 1996 APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEN PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS 78//O LOCATION: 401 South Grady Way SITE AREA: 27,750 Sq.Ft. I BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 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 l _ Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS A.rnelndige) rr2e2-e'x2 -'7-) a K-84 W i-e/Y2 72, d, c-rr> 61- i ,01a/12, .' `la 460(71 o%Grrn �d-.-.2.,, 3:// 2 6 /(,e,t)a/I( G C. CODE-RELATED COMMENTS Air 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. Signature of Director or Authorized Representative / Date DEVAPP.DOC ,44g/ Rev.10/93 City of rtenron Department of Planning/Building/Pubt_,..-irks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: police. COMMENTS DUE: JULY 10, 1996 APPLICATION NO: LUA-96-075,SA,ECF DATE CIRCULATED: JUNE 27, 1996 APPLICANT: McDonald's Corporation PROJECT MANAGER: PETER ROSEN PROJECT TITLE: McDonald's on Grady Way WORK ORDER NOS 18 I/O LOCATION: 401 South Grady Way SITE AREA: 27,750 Sq.Ft. I BUILDING AREA(gross): 2,701 Sq.Ft. SUMMARY OF PROPOSAL: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 31 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 V Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet l . go Qo M- C lS es- l irnafed annL.l Li 1 iCa5e41 on S y. of rtfL - iouc< «-1 Iig . A c tat fu heir 6b ca.as Le-, i,l he, inu_ h Nc3 her. cons yL(f 1 Dn srt s Dye_ Cl ,rg fi -fir hu.rg l a(L{ , va.nc a l i silk d-- OQ.. f- in 2eniTA ' U,%r l c(R iN1i ,4e i as ct +oDts n cC& -1-0 bc, Secured UJ ,n noA- (n use, . 2-e cDrn'pd S-eaLri sbq 1st g h1- nc a± iiiAL Sty 641/1 - qilaL 1110u/rs ct Girth t S 1 Cuga , ein c;1 ao a►t nGM MMENTS CA 119etk; cr cutQ looms a 014 s\ca.l 4 ?sv cholo i Cal bayricr W LihiLluts - Ail LI A enq AIN C0nS-\--fa �n ) f d `ce, w'R� tQQ.d LL :l l\cki) ,1 locJC rtB i sccur\-bq aevl ceS pc\ [is O OOCs '1- tJ\nd O 3 uc,P) On ; 00.6 &Cr cui ndouSS d- 'extra - 46 (tad- i ocK on n t-a2_. ctoo is • . 00 Mvtn-h -( 13i , s � Pc- Kt-Pt- 66 C. (HIDE PFLAT lS i--, ` ,cc C l Lr ;aunt ; n font- yfru ► . • �I � 1, Aft e� �h.� \cu � alas h�:Qn �o� ��c d ( �, � lad ,c(ce, P`ob1X"( Preven-0n -7(C,i( r c Q.Cs CfFe red OiLt poi\c-C. d. Ti= ) M +0 Qt h Yo igh 2beLIA I i fix,{ 'ab a_ w b 12ea/ GO--Liih-e-limi m 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 (AO l information is needed to properly assess this proposal. Signature of Directo r Aut rized Representative Date DEVAPP.DOC Rev.10r93 _ 05/29/96 _wED 15:34_FAX 206_828_9359 . McDonald's_Corp. -'4-3 1ST AMERICAN Ig. 002 •L :�'• �' �*" '� �>�`•. .4. .� � : .•�t�y :$•?'nil. y`�yryso-:'s ;.{. ..)}N:. ..� ..,:•:..�...•',y �.,.. x)..\...✓rv.•.... 'Yil.�.)W,.�yG1: n A. m2)n• ,'ti ae v::2: `:.4':)•;•Y' .:.f;;.. .i.;> ar.0...r..... .:Yn::. ..hv, .St..: ..�,.�' ..�.•..5; ..H s,::t.'<?r�i?}'.;r•:.;:..,tr4,.>'FiT':;••g'.�^VAx:?$.' f, £?}G:.kj,�z�.�x,..�.f-q 6S.'f>?:i: .'.::. i` y iti' - ��y�.�.� ,''' :•se�•�.•,' ::Y ..1 ....�.�..................:...n,.:........� •:�,..;.��c,.,•e�:,a',�,. ..:.;3.',)..Kr�e.te.�q'. .,.''•:`. i.<.LrYC ':.p. �- .,,�.,p�••,,�??�,:ti'���. ° a! ..¢PS< .,Q%•:.f 'try�.��•• .:411 an.n • y . r� • wC • may.; ,'"�,.•:.,,::, ..,.., N. 41 byL.•.v"C.•�a6:fi'•..•.: 7?G'W'�y.'^'. �� `:)�??',,•f`:Z•)•G'••Q„ '`"e '� )9'••L' } S$ {� •a A :,•" may[ • r �L` ''..'...,:,,....... ' �,..:..:..:..•>�,.:.... ay:. v�... �x• ' '�"�,� • t.ee ;�th �i9 e • PROJECT NAME: E MC, 0h0-1dc 6h G1r'ukA 1 APPLICATION NO: 41(0 - 0151 S . 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 ASSESSOUR''S PARCEL Renton Talbot Delaware Inc. '255'..Shoreline Dr #600 7231680E-RO542 Redwood City, CA 94065 192305-9001 192305-9023 James and Beverly Banker 405 S• 7TH ST #201 192305-9034 Renton, WA 98055 192305-9002 j State of Washington HWY Admin Bldg 192305-9089 Olympia, WA 98504 192305-9069 State of Washington 15325 SE 30TH PL 192305-9032 Bellevue, WA 98007 192305-9003 V • Castagno .Bros Revo Trust 180 Front St S 192305-9025 Issaquah, WA 98027 • Chevron USA Inc. P.O.Box 7611 192305-9054 San Francisco, CA 94120 • • Fred Knack 750 Rainier Ave S 192305-9063 Renton, WA 98055 192305-9068 192305-9074 192305-9086 4 c• :W .D (; 1996 Puget Western 19515 N Creek Pky STE 310 192305-9096 u;-.: Bothell , WA . 98011 192305-9097 01.01,10 192305-9098 Renton Joint Venture 545 E John Carpenter Fwy #1400 334040-1630 Irving, TX 75062 (Attach additional sheets, if necessary) J • r 05/29/96 WED 15:35 FAX 206 828 9359 McDonald's Corp. -»-' 1s'r AMERICAN uus �` 4•L:.E,.V- •3 .L Niy' iY•ii•t L`AA L,YY pap,__•7YYa WVL,VLolY .o NVLY• '��� 1�71 [11f{GRJ VAi\ YV•� I • • • • • - • NAME ADDRESS - .' - ASSESSOR'S PARCEL ' NUMBER - Renton Village Assoc • P.O:Box '1000 • •723200-0010 • Chestnut Hill , MA 02167 • Renton •Village• Assoc III 500 5TH Ave #3200 723200-0020 Seattle., WA. 98104 • • j ' • • • • Aoolicapt Certification • 1, r te i ' ' 1 a q -e n,� , hereby certify that the above list1s) of adjacent prorty pe • (Print Name) • `! r • owners and their addresses-were obtained from: CMCity of Renton Technical Services Records _Tit , •mpany R:.cords •• 'in P, r;' ssors Records •' CIA Si• gned ,e: 777.4=4;214-e=z - Date -7--o� /& •' CfA, ��ls� V�pi�i .. GpMMISsro,A.,• rr.4,0 i fVi�rj ^,�, r J, 1 NOTARY % cn : :'"•'`• ' n ATTESTED: Subscribe�and sworn before me, a Notary Public, in and for the StaaQf, : -c l.:; • on, residing at � iuL ti on the day of ��_., i�'i'i :;«� ir • Signed \.\\ �L`v:�\ n ,,.-a JENKINS ,t+���a3€9�4 (Notary MO NIARG{A aim a;}•.t•r}+ !}3k':�>:'t;'w.':?o:$:?'ii}' ,lf +I.. .+':•:;Y'.' i:t3`}:.}.3.;;:i}. :..e�:;i�:`>o-�'i/ - thu",yfr:'$C"£)i^I f)!i"hr2�•,,aa,,b'niC'K •.'2'., '.,`7,I .;;r...ti' :*•.•. •4, ....,,!:`m.,z..t:,v.,,,a..,.,y..}*,-rt.f.<•�"w'..:.{- .•s,':.. ,: .• };.:..t:• ,ta,. ,•^.,ws' k,nik.'::t;�' •,/-',,:*::•?;;Y;;a::,:Nsk:2,Ye`;A •>t�e::'f:Si #.,.:.,,??;•. .;.�•.}c'.-t;}• ,�:!3fiX,.;u ..,(''. ,•:.Y+.{ <:••,�• ��,tQ .vRY"e'C>.r: -v': b,....::. ,c}t '...� K.d • x.-i}•:+.t•w... ,ip.o i,i. 1'.4,1,•,i,..e 4:^,: t!R;f:t.5 .,:it K ,. Y i.::•?2K• iatk Y•.+'�5?!:h :L:::::K}:..riti'`}awit.,,~'S'�t.,.*II5.;L3,v.:S;••. y2... 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R :?r N. 4S1 7;Y}. 4:: s+• .J'•;' a'�}` �:2' `::iYa;p?u{c::k4:... ��;t�yL�;•: ti:.t,;...:?;A+;,!tk,+di'::S>}r:u•>,t'f?x;E.•;'.!�:..:•.,'�1,.2:p•.,•'�,N,f:3�t..:.;A:�:i ,4. ?7 D••-• p.EtSU. c . • 2 • STATE OF WASHINGTON, ss. County of l ��`++ G. STEA; ►l, On this day personally appeared before me Terri N l.&.je.r k�. ��pN Fst�`�// to me known to be the individual described in and who executed the within and for 4dil4gy stt, pd acknowledged that 5j.. signed the same as hair- free and volunta4' act tnd� r ghee uses and purposes therein mentioned. �/ 3 pri:60 QUO_ GIVEN under my hand and official seal this o" . day of /hC /I,�f4 OF W B►, Notary Public in and for the State of Washington, ACKNOWLEDGMENT—INDIVIDUAL residing at FIRST AMERICAN TITLE COMPANY d 1/ —06 WA qs My appointment expires • . °rJ0+l4 a ,�_ Renton Talbot Delaware : Renton Joint Venture 255 Shoreline Dr #600 . 545. E John Carpenter Fwy #1400 Redwood City, CA 94065 Irving, TX 75062 192305-9023 723160-0542 192305-9001 334040-1630 James & Beverly Banker Renton Village Assoc 405 S 7TH ST #201 P.O. BOX 1000 Renton, WA 98055 Chestnut Hill , MA 02167 192305-9034 192305-9002 . 723200-0010 State Of Washington Renton Village Assoc III HWY Admin Bldg ; 500 5TH Ave #3200 Olympia, WA 98504 'Seattle, WA 98104 1 192305-9089 192305-9069 . 723200-0020 1 State Of Washington 15325 SE 30TH PL B1el l evue, WA 98007 192305-9032 192305-9003 Castagno Bros Revo Trust 180 Front St S Issaquah, WA 98027 162305-9025 Chevron USA Inc. P1.O. Box 7611 SAN FRANCISCO, CAc 94120 192305-9054 Fred Knack 750 Rainier Ave S Renton, WA 98055 192305-9063 192305-9074 192305-9068 192305-9086 I . Puget Western 19515 N Creek Pky STE 310 Bothell , WA 98011 192305-9097 192305-9096 192305-9098 FIRST AMERICAN TITLE (206) 728-iz. 6 FARM PACKAGE Page 1 Prepared for: MCDONALDS CORPORATION, NANCY HECK 05/30/96 prcl: 192305-9001-07. Use: 274-OFFC BLD SqFt: 143 ,068 Date: 86/12/31 Name: RENTON TALBOT DELAWARE QSTR: NE-19-23-05 LdSz: 6. 66 Sale: $13.500M Tel#: Zoning: CO Styl: Bd: Deed:QY Typ: Site: 700 S RENTON VILLAGE PL RENTON, WA 98055 Bths: F T H Loan: Mail: 255 SHORELINE DR # 600 Assessd: 9.1480 Tax: 126826.35 AFN: City: REDWOOD CITY CA 94065 %Imp: 74.5 Yr: 1986 Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 1 LOT 1 OF CITY OF RENTON SHORT PLAT NO. 009-87 RECO Prcl: 192305-9002-06 Use: 251-RET STOR SqFt: 1,800 Date: 93/03/09 Name: BANKER JAMES E+BEVERLY QSTR: NE-19-23-05 LdSz: 1.76 Sale: TRUST Tel#: (206) 255-9955 Zoning: CO Styl: Bd: Deed:QY Typ: Site: 317 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: Mail: 405 S 7TH ST # 201 Assessd: 575, 000 Tax: 7968.00 AFN: City: RENTON WA 98055 %Imp: Yr: 1948 Un: Mkt: R2 ' WF/V: Legal: LOT 192305 BLK 2 BAAP ON SLY MGN OF S 7TH ST N 89-50-24 W 1200.23 prcl: 192305-9003-05 Use: 622-UTIL-PUB SqFt: Date: Name: STATE OF WASHINGTON QSTR: NE-19-23-05 LdSz: 2 .58 Sale: 1Tel#: Zoning: CO Styl: Bd: Deed: Typ: Site: 301 S 7TH ST RENTON, WA '98055 Bths: F T H Loan: Mail: 15325 SE 30TH PL Assessd: 899, 000 Tax: 67 .29 AFN: jCity: BELLEVUE WA 98007 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 3 BAAP ON SLY MGN OF S 7TH ST N 89-50-24 W 1343 .50 prcl: 192305-9023-01 Use: 274-OFFC BLD SqFt: 142, 631 . Date: 87/10/30 Name: RENTON TALBOT DELAWARE QSTR: NE-19-23-05 LdSz: 7. 71 Sale: $14. 000M Tel#: Zoning: CO Styl: Bd: Deed:W Typ: Site: 707 S GRADY WY RENTON, WA 98055 Bths: F T H Loan: Mail: 255 SHORELINE DR # 600 Assessd: 9 . 1480 Tax: 126838.52 AFN: City: REDWOOD CITY CA 94065 %Imp: 70.6 Yr: 1986 Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 23 LOT 2 OF CITY OF RENTON SHORT PLAT NO 009-87 REC Prcl: 192305-9025-09 Use: 620-TERM-BUS SqFt: 34,800 Date: 88/12/29 Name: CASTAGNO BROS REVO TRU QSTR: NE-19-23-05 LdSz: 2.39 Sale: Tel#: Zoning: CO Styl: Bd: Deed:QY Typ: Site: 423 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: Mail: 180 FRONT ST S Assessd: 1.2000 Tax: 16627.51 AFN: City: ISSAQUAH WA 98027 %Imp: 34 . 6 Yr: 1958 Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 25 BEG 775.23 FT W & 30 FT S OF NE COR OF NE 1/4 prcl: 192305-9032-00 Use: 622-UTIL-PUB SqFt: Date: Name: STATE OF WASHINGTON QSTR: NE-19-23-05 LdSz: 3 . 05 Sale: Tel#: Zoning: CA Styl: Bd: Deed: Typ: Site: 301 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: Mail: 15325 SE 30TH PL Assessd: 1.2548 Tax: 41.84 AFN: City: BELLEVUE WA 98007 %Imp: 15. 1 Yr: Un: Mkt: R2 WF/V: ;Legal: LOT 192305 BLK 32 BEG 30 FT S & 1783 .4 FT W OF NE COR TH S 00-29 Prcl: '192305-9034-08 Use: 534-IND-SVC SqFt: 28, 108 Date: 93/03/09 Name: BANKER JAMES E+BEVERLY QSTR: NE-19-23-05 LdSz: 1.79 Sale: 'TRUST !Tel#: (206) 255-9955 Zoning: CO Styl: Bd: Deed:QY Typ: Site: 405 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: Mail: 405 S 7TH ST # 201 Assessd: 948, 300 Tax: 13140.15 AFN: City: RENTON WA 98055 %Imp: 38 . 2 Yr: 19.66 Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 34 POR OF W 187 FT OF E 1200.23 FT OF NE 1/4 LY N Information provided is deemed reliable, but is not guaranteed Copyright 1996 TRW REDI Property Data t @ FIRST AMERICAN TITLE (206) 728-7236 • FARM PACKAGE Page 2 Prepared for: MCDONALDS CORPORATION, NANCY HECK 05/30/96 trcl: 192305-9054-03 Use: 428-SVC STAT SqFt: 1,224 Date: 89/11/25 Name: CHEVRON USA INC QSTR: NE-19-23-05 LdSz: 24,296 Sale: $500,000 ;Tel#: Zoning: CO Styl: Bd: Deed:W Typ: Site: 301 S GRADY WY RENTON, WA 98055 Bths: F T H Loan: Mail: PO BOX 7611 Assessd: 409, 000 Tax: 5674 .53 AFN: (City: SAN FRANCISCO CA 94120 %Imp: 52 . 3 Yr: 1965 Un: Mkt: R2 WF/V: 'Legal: LOT 192305 BLK 54 PORTION OF NW 1/4 OF NE 1/4 - BEG NE COR OF SW 1 IPrcl: 192305-9063-02 Use: 403-AUTO-RET SqFt: 20,242 Date: Name: KNACK FRED H QSTR: NE-19-23-05 LdSz: 1.98 Sale: ITe1#: Zoning: CA Styl: Bd: Deed: Typ: Site: 200 S GRADY WY RENTON, WA 98055 Bths: F T H Loan: (Mail: 750 RAINIER AVE S Assessd: 1.3900 Tax: 19282 .75 AFN: (City: RENTON WA 98055 %Imp: 53 . 4 Yr: 1971 Un: Mkt: R2 WF/V: Megal: LOT 192305 BLK 63 POR OF NW QTR OF NE QTR STR 19-23-05 DAF: BEG AT IPrcl: 192305-9068-07 Use: 403-AUTO-RET SqFt: Date: 87/07/02 Name: KNACK FRED H QSTR: NE-19-23-05 LdSz: 1. 92 Sale: Tel#: Zoning: CA Styl: Bd: Deed:Q Typ: Site: 200 S GRADY WY RENTON, WA 98055 Bths: F T H Loan: Mail: 750 RAINIER AVE S Assessd: 669,500 Tax: 9300. 17 AFN: City: RENTON WA 98055 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 68 POR OF ABANDONED BN RR R/W (FORMERLY NP RR) LY W I 'Prcl: 192305-9069-06 Use: 622-UTIL-PUB SqFt: Date: 81/06/18 Name: STATE OF WASHINGTON QSTR: NE-19-23-05 LdSz: 1. 04 Sale: $1, 000 Tel#: Zoning: CA Styl: Bd: Deed:Q Typ: Site: 301 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: Mail: HIGHWAY ADMIN BLDG Assessd: 364, 000 Tax: 1.25 AFN: City: OLYMPIA WA 98504 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 69 POR OF ABANDONED 100 FT R/W IN NE 1/4 LY ELY OF IPrcl: 192305-9074-09 Use: 403-AUTO-RET SqFt: Date: Name: KNACK FRED H QSTR: NE-19-23-05 LdSz: 1. 05 Sale: Tel#: Zoning: CA Styl: Bd: Deed: Typ: Site: 200 S GRADY WY RENTON, WA 98055 Bths: F T H Loan: Mail: 750 RAINIER AVE S Assessd: 345,500 Tax: 4799.93 AFN: City: RENTON WA 98055 %Imp: Yr: Un: Mkt: R2 WF/V: ;Legal: LOT 192305 BLK 74 POR OF PUGET SOUND POWER & LIGHT CO R/W IN NE Q 1 'Prcl: 192305-9086-05 Use: 622-UTIL-PUB SqFt: Date: 82/06/03 Name: KNACK FRED H QSTR: NE-19-23-05 LdSz: 9,536 Sale: $148,665 Tel#: Zoning: CA Styl: Bd: Deed:QY Typ: Site: 301 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: Mail: 263 RAINIER AVE S STE Assessd: 76, 300 Tax: 1.25 AFN: City: RENTON WA 98055 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 86 POR BN ABANDONED R/W & POR OF PSP&L R/W IN NW 1/ IPrcl: 192305-9089-02 Use: 622-UTIL-PUB SqFt: Date: 80/12/02 jName: STATE OF WASHINGTON QSTR: NE-19-23-05 LdSz: 20, 660 Sale: $70, 000 1Tel#: Zoning: CA Styl: Bd: Deed:C Typ: Site: 301 S 7TH ST RENTON, WA 98055 Bths: F T H Loan: (Mail: HIGHWAY ADMIN BLDG Assessd: 165, 300 Tax: 1.25 AFN: City: OLYMPIA WA 98504 %Imp: Yr: Un: Mkt: R2 WF/V: (Legal: LOT 192305 BLK 89 PSP & L IN N 1/2 OF NE 1/4 LY E OF C/L OF ORIGIN Information provided is deemed reliable, but is not guaranteed Copyright 1996 TRW REDI Property Data 1 .1 FIRST AMERICAN TITLE (206) 728-736 FARM PACKAGE I Page 3 Prepared for: MCDONALDS CORPORATION, NANCY HECK 05/30/96 Prcl: 192305-9096-03 Use: 931-VAC-IND SqFt: Date: Name: PUGET WESTERN INC QSTR: NE-19-23-05 LdSz: 28, 677 Sale: Tel#: Zoning: Li Styl: Bd: Deed: Typ: Site: RENTON, WA 98055 Bths: F T H Loan: Mail: 19515 N CREEK PKY STE Assessd: 229,400 Tax: 3179. 64 AFN: (City: BOTHELL WA' 98011 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 96 LOT 2 OF CITY OF RENTON SHORT PLAT NO LUA 93-046 , Prcl: 192305-9097-02 Use: 931-VAC-IND SqFt: Date: Name: PUGET WESTERN INC QSTR: NE-19-23-05 LdSz: 28, 677 Sale: Tel#: Zoning: L1 Styl: Bd: Deed: Typ: ,Site: RENTON, WA 98055 Bths: F T H Loan: Mail: 19515 N CREEK PKY STE Assessd: 229,400 Tax: 3179. 64 AFN: City: BOTHELL WA 98011 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 97 LOT 3 OF CITY OF RENTON SHORT PLAT NO LUA 93-046 I Prcl: 192305-9098-01 Use: 931-VAC-IND SqFt: Date: Name: PUGET WESTERN INC QSTR: NE-19-23-05 LdSz: 35, 000 Sale: Tel#: Zoning: L1 Styl: Bd: Deed: Typ: Site: RENTON, WA 98055 Bths: F T H Loan: Mail: 19515 N CREEK PKY STE Assessd: 280, 000 Tax: 3880.71 AFN: City: BOTHELL WA 98011 %Imp: Yr: Un: Mkt: R2 WF/V: Legal: LOT 192305 BLK 98 LOT 4 OF CITY OF RENTON SHORT PLAT NO LUA 93-046 Prcl: 334040-1630-01 Use: 161-HOTEL/MO SqFt: 112,498 Date: 87/08/21 !Name: RENTON JOINT VENTURE QSTR: NE-19-23-05 LdSz: 5. 15 Sale: Tel#: Zoning: CA Styl: Bd: Deed:W Typ:MTG Site: 800 RAINIER AV S RENTON, WA 98055 Bths: F T H Loan: $9, 115, 000 Mail: IRVING TX Assessd: 7 . 1690 Tax: 99391.83 AFN: 931130-0524 !City: DALLAS TX 75247 %Imp: 74 . 9 Yr: 1965 Un: Mkt: R2 WF/V: Plat: HILLMANS EARLINGTON GARDENS # 1 Lot: Block: 13 & Prcl: 723160-0542-08 Use: 274-OFFC BLD SqFt: 142 , 669 Date: 86/12/31 Name: RENTON TALBOT DELAWARE QSTR: NE-19-23-05 LdSz: 7. 12 Sale: $13, 325 Tel#: Zoning: CO Styl: Bd: Deed:W Typ: Site: 555 S RENTON VILLAGE PL RENTON, WA 98055 Bths: F T H Loan: Mail: 255 SHORELINE DR # 600 Assessd: 9.2350 Tax: 127954.21 AFN: City: REDWOOD CITY CA 94065 %Imp: 73 . 1 Yr: 1980 Un: Mkt: R2 WF/V: Plat: RENTON VIEW ADD Lot: 1 THRU 11 Block:5 & 1 !Prcl: 723200-0010-03 Use: 347-MOVIES SqFt: 42, 679 Date: Name: RENTON VILLAGE ASSOC # QSTR: NE-19-23-05 LdSz: 2 . 60 Sale: Tel#: Zoning: CO Styl: Bd: Deed: Typ:MTG Site: 75 S GRADY WY Bths: F T H Loan: $2, 650,000 Mail: P 0 BOX 1000 Assessd: 3 .8214 Tax: 52977.77 AFN:931101-0122 City: CHESTNUT HILL MA 2167 %Imp: 76.2 Yr: 1989 Un: Mkt: R2 WF/V: Plat: RENTON VILLAGE ASSOC BSP Lot: 1 Block: Prcl: 723200-0020-01 Use: 274-OFFC BLD SqFt: 94,528 Date: 94/01/31 Name: RENTON VILLAGE ASSOC I QSTR: NE-19-23-05 LdSz: 7. 62 Sale: RELTD Tel#: Zoning: CO Styl: Bd: Deed:Q Typ: Site: 15 S GRADY WY Bths: F T H Loan: Mail: 500 5TH AVE # 3200 Assessd: 5. 4810 Tax: 76004.22 AFN: City: SEATTLE WA 98104 %Imp: 51. 5 Yr: 1969 Un: Mkt: R2 WF/V: Plat: RENTON VILLAGE ASSOC BSP Lot:2 Block: Information provided is deemed reliable, but is not guaranteed Copyright 1996 TRW REDI Property Data A NOTICE OF PROFvSED ADMINISTRATIVE SITE , LAN APPROVAL AND ENVIRONMENTAL REVIEW APPLICATION RENTON, WASHINGTON An Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) 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: MCDONALD'S ON GRADY WAY DESCRIPTION: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE (29) PARKING SPACES ARE I PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. GENERAL LOCATION: 401 South Grady Way PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval 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 Divii i n at 235-2550._ Please include the_ project NUMBER when calling for proper file identification. � • 4 a C��-* 1 YI `� 1 1---� � �- ,�a2i_ usUervo egos INC i^4 YICTBR m B[NIOrv,COH[ TE UI,MBFI � _ 119 Ac c\k . , i I Q I ,,. of ,jai s-':\� 7 :l „u `:.%RTGH 01 AI \ hGF.HfPN a ,co R'G"t of ,.ve: • I --- - Tad: - 12) P 5. v.I I, l I G_rnro. yy;si .. - '`1i /e1 Y:„ I� 1I I �. y - _— I+USE-ssr ,r b ! f3= R • 1.ue. 7{ Cr) S..c oN -iifR,4a:- -1 ,�i imer eN" ""`"''`,• s2S. RENTON VILLAGE PL. `" _. f YI.T 33 lj. f 4 8 c nM<s Q 0� ) y} .. ram •f.' 9 T I ec —I121 c) �y �0 I . " T . h � ` PreSq � 1 I : "X • d iB ' \ '' ' 41B • , 31 FV=7ia4.t � Y - • - f '. !,y 1\0. ,. .o ci ir__ii,r;:., 7 i...mix,. .-_. ,,.:.,,,,_,17,-,i2,7. :(.c.,.„,,. ,.:„54..,i, 1 I \I 'a>•'� �'-� ~ ou Q I-Tz�'7E h on u ro W GENMALOT.DOC �s 'I r3'------Q I�•Ism,:.:m'A 1 9 ,b ,.s . -°f.;\� 1 � '1 .I P`11=' I ay' • G,'x O ° fir-;" , .3 y:' f`i,�IW d �1l u 17, 3 F"�,�C:�.', " ;? D�,,.. .v� Vg_,jet,,,o_� ..,,, ,S� .. /5TH _ ST , ' . I A rtiTICE . i • PENDING APPLICATION PROJECT NAME/NUMBER: MCDONALD'S ON GRADY WAYILUA-95-075,SA,ECF , DESCRIPTION: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SOFT.MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29)PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. GENERAL LOCATION: 401 SOUTH GRADY WAY PUBLIC APPROVALS: XXX% Building Permit _Preliminary Plat _Short Plat Conditional Use Permit _Rezone XXXX Site Plan Approval - XXXX Environmental Review -Shoreline Conditional Use Other Permit Fill&Grade Permit Shoreline Substantial _Other -Development Permit The application can be reviewed In the Development Services Division located on the third Door of Renton City Hell. ' Comments will be accepted any lime 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 lest dale 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 end receive additional notifications of the City's environmental delerminelions,appeal periods and/or the public hearing date(s)for this project,please contact the Development • Services Division al 235-2550. Jij..J.1 IP.. I,ilf._ . %.''' , s • i,j(I �3 '" • • . ,v0 •ip r r-- -- rl •r:i i L.__ ----- • t� "` .'.:-ce M , • /4 "�,: ,t-... 1. a .-: PLEASE INCLUDE THE PROJECT NUMBER WHEN CALUNO FOR PROPER FILE IDENTIFICATION., CERTIFICATION I, ,Vail j&.C'�SD')l , hereby certify that 3 copies of the above document were poste y me in o conspicuous places on or nearby the described property on J1 16 2ci3 l qq 0o • Signed: Ss( I STATE OF WASHINGTON ) U ) SS . COUNTY OF KING ) I certify that I know or have satisfactory evidence that Ch 4 S V.4q signed this instrument and acknowledged it to be his/her/their free and voluntary act.161.4 •w,s'�ea and purposes mentioned in the instrume ;,y•':'.$6��`,0'•.�.- Dated: W2,Fig(0w RN.�'"° ,• • t Notaryblic in an f r the State of Warttf{rrw��W(10' k, • I. w \• Nota rint) • My appointment expires: NOTARY.DOC - - "Ion, rcE PENDING APPLICATION PROJECT NAME/NUMBER: MCDONALD'S ON GRADY WAY/LUA-96-075,SA,ECF DESCRIPTION: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SO.FT. MCDONALD'S RESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE(29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. GENERAL LOCATION: 401 SOUTH GRADY WAY PUBLIC APPROVALS: XXXX Building Permit Preliminary Plat Short Plat Conditional Use Permit Rezone XXXX Site Plan Approval XXXX Environmental Review Shoreline Conditional Use Other Permit 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. `a 'R MriT17" °�` a .. `0� 3 iI "c .0 SAY e0Pl1"T Y TO" MOO 0' GRAp •. 4..g. ` �I • -" A s'"'`. „�9s� - ''1R£NTON V/L LAGE e PLC"`• - ..I \:k\l,,Ncsfp ,.:,q:-''.,k, LI .r..:;.Z. ;M!, : '\.'1.-" ..A.4‘ -- -)CTIV '''''. '. .::' ' \®\ j1ram '• '- 'a. = ... 0;1 i bnwi' : ♦ i, y P 'w.-� ' " .' 4, —r®. 1311�f? iZ0 h o _..:ar°"`:*-'IIk .••%ss l- „ - ISTHV ST n -I PLEASEINC'LUDET.E'H ,.PRQJEGT'NUMBER`WHEN'CALLING F.OR;;FR"OPER`FI4E,IDEN`1'IEICATIO,N:"';,'` %o,,,,7._• , CITY F. R NTOI�T "LL 1 ` Planning/Building/Public Works Department ,Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 27, 1996 • Ms. Diane Randecker _ McDonald's Corporation • , 10220 NE Points Drive, Suite 300 Kirkland, WA 98033. . . . - SUBJECT:- .McDonald's on Grady Way • • ' - - • Project No. LUA-96-075,SAECF .: :- .. - , Dear Ms.:Randecker: TheeV lo' ment Planning-;Section of:i:_the._.Cit 'of y•,;" p g y Renton fias::`determined. that:the' - :.` subject-application is complete accordin 'to `submittal requirements and therefore' iS ` :accepted forrev_ iew. j It is tentatively scheduled for consideration by the Environmental Review Committee on ' July 23,: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 235-2719, if you have any questions. • • . . Sincerely, 1 ' L. : , .. , Peter Rosen _ Project Manager , cc: • Mr. Craig Koeppler/Renton Village Associates; Owners • • • •ACCPTLTR:DOC 1 200 Mill Avenue South Renton,Washington 98055 , - ! � .::::;.;:.::::..:.::;::.;: ..". ..;:..:.::..;..:,.;:.;;. :.;:.:;;:.;:.;:.>;:.;:.:::::<::;.:..:.::.;:.:.. ... .: .::. CITY 0,;::fIENTON.:::.:.::.;;:.;::.;:::. .::..::::<.::.-. ..::::..:.;:.,...: .: .. :.: .:� .;.:.:.:.:�: :.. >. ::» :::::: ::;::::<: :'.:;.:::':DEVELOPMENT::SERY(CES:;OIVI.SION. : ; :.:' ::' '; ' .. . : ::..MASTER APPLICATION: • • • ::::':..i.:.....,;:•::i.:...".:::.:•:.i:i:.•:•::..::-.•::'::.:.....:'i..::,•:::.:.:...!,i.:.:i.::...:•.:...:::•..E'.'.:•:.;:...:::..•1:!..:.:-....',1,..;'.......:.-.:'....:....''...;...::.....::,:i:,...:..::.:1:.:::1.......:;!:.!:i:li'.:1..!!'fi.,:.:.:1.1.:,;i.:1.:.:1.:1;.i...!:',:!:.:::::.::,:i.!.*..:.'.,Ii'l:',,.:•:1:.',:is.--:;:f.,::....1..!....I'li.:..iii....:::...:.i:',.:....1:!':...:!:!:::.,.•:::.:1].,,::.1::':::..1!::::ii.:::::.!:-..:!:::.„::,.?::.::':::...s:,:...;.;1.:.:::::::..1:i..,.::::::.,.;:1:..!:'..!.;:ii:.:::...1:.:•:,i.'.....:::-.;;'::.....:::,:....:i-',.!.,,:.:.......•',::..,.,:-...-,.:...s.-....:::...!....:....:.::"...........: ,,!.:..:•,'.........'.....,',.•:.........:.i::::•':.:.';:.:,.•::.:.'.!:,•:...:,:..:...';i.::',::.:•...::.:.,....:,.:..:.'!.:.;...!.::::.:.-••::•'.::...:::::....:::.::..!::::::i.i',,!:.,:;',::::....'....:1::...:::.!:'..!'..::::..::;.,::',:._:':!:.::.:•:._.*:.::.::::::.:..:•.:•:il:'!:',!;.,,'1,::;:!;:.:',;•:'.„:.:',.;!':.1.•':.;•.:.1'..;:•..,.:..i..:!:::::...,:'::::..1::::::::::',:].!...::,..,:•':•;.........:.:,......:.:!...:::.::!!:!....:i.:,:,.:i..::'.:.:•••:::,..:....:i.i.:::.•.:i::.,...::::..!::,:..-.:....,.'!1..!'.!..!'s,:•:1:...::...ii..:::',:...-:.:::.•:.,:i.:..,,:.,:'":.:-!'..-ii..-.......)..:.:.•-....!:•::.•,..-.::.::.,:i.,i...:i..!:.is.:•..i-..-:......:....-• . • :•. ::: :;OWNERit) .: . :. >:» >'ego JECT:INF.ORMATION:-.(cont.) • Note:::°If;there.is;more::than one legal::owner;please,attach an::additional notanzed ester:'Application foi iii owner EXISTING LAND USE(S): NAME: Renton Village Associates Vacant pad in shopping center Attn: Craig Koeppler ADDRESS: 800 Fifth Avenue, Suite 3700 PROPOSED LAND USES: McDonald's drive-thru restaurant in shopping center CITY: Seattle, WA ZIP: 98104-3122 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Employment Area - Commercial TELEPHONE NUMBER: (206) 682-6868 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: ::>:.:: .:>: ;:::C.ONT A.CrPESO:N/.A.0.0 CAN................................................. Employment Area - Commercial NAME: McDonald's Corporation 17(AI.�E Attn: ______ EXISTING ZONING: - �ArvolrcKEe-- 10220 NE Points Drive, Suite 300 ADDRESS: • PROPOSED ZONING: CITY: Kirkland, WA ZIP: 98033 CA -lilt AREA (SQ. FT. OR ACREAGE): 4."li pr..,1 c TELEPHONE NUMBER: (206) 827-9700 �''' ' 27,750 square feet JUN 2 5 199E " P:R.oJEOTLNFORMATION> ;::. ::;.::::;;:<r>':: PROJECTVALUE: $210 000 UEVEF_OFiMENTi-PLANNING • PROJECT OR DEVELOPMENT NAME: � CITY OF Rl NlON Renton/Grady Way McDonald's IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? PROPERTY/PROJECT ADDRESS(S)/LOCATION: No 401 S. Grady Way • Renton Village Shopping Center IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): No 192305-9043-07 • 1 LEGAL:DESCRIPT11:;OF'P.ROPERTY kfAttach separr sheet`if•necessary) 71 SEE ATTACHED SHEET • • .all;<application'types''<that€;aPP)Y .':City..'taff' tiill,;:determine:::fees:::'::;::. :'.:;::::;; :.. _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ y 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 S SHORELINE REVIEWS: • SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ • _ VARIANCE $ _ EXEMPTION $No Charge X_ ENVIRONMENTAL REVIEW $ (COJ. CO REVISION $ I. (Print Name) , declare that I am(please check one)_the owner of the property involved in this application,,the authorized representative to act fur the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. 2vAht. \WIG 6‘5vo , • 7/,/4/1dP.f� ��1/Or /� ATTEST: Subscribed and sworn to before me,a Notary Public,in and 10 7 fort o State of W residing at (Name of Owner/Reprentative) , on the day of 19 1141• � CHRISTINE A. PRICE Sig--ture of Owner/Representative) C,� -( L ��, STATE OF WASHINGTON (Signal re of Notary Public) NOTARY--°-- PUBLIC ,My COMMISSION EXPIRES 9-27-98 ::..:.:.<:ThIs:s•ecti=• Ito::.. ;com leted•>� ::>C <>:5taff )<»><:::»;: .` ::< <`» '>::<< »>: : ; < ; .: • umbel..:::.:: ::: ::: >:::::.:::::: • .:::..; Y �;.: .:..:.;::.......:.::�� :�...�.. �...::.::.;•.:. :>: ;>R:::<:>:SHPL::.;::<C.U:;;�.::1_LA:::..;PP:.:..;.FP:<:»TP:>�V�P::::.RVMP. ...................... F .. ... .............. ................ ...........:.. ............:....::.::::::..:.:.:::..:.:. . .. . ..... ... . . ....MHP ....SS.P.;:;:>A.;::;.:.CPA:<•�<::::::::::;::::.:.:::::.�::::::::.::::::::::::::.:::....................:..:::::. .::..:.::::::.::................................,.:.:::..:::.:::.:.:.:.... .. REVISED 2/95 fi - FEBRUARY 15, 1996 PROJECT NO. 96004 GRADY AVE. S., RENTON LEGAL DESCRIPTION PARCEL I . THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS • FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 77°28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02°44'05" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY 150.00 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02°13'15"; THENCE SOUTH 00°31'47" EAST 213.29 FEET; THENCE SOUTH 89°28'13" WEST 144.29 FEET TO A POINT WHICH BEARS SOUTH 00°31'47" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00°31'47" WEST 172.35 FEET TO THE TRUE POINT or BEGINNING. SITUATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF WASHINGTON. �.•`� Y E ••••• L cfr W' 4, bZl/s • •.rf V • ••.s�,,• S.E.. ••••O•iiii " 07 � . , . . w . 1,\ 11 VII MI 111 1 Illn 11111 WI 1 • , _ rmt RENTOI , , -„ . ii;r:Fro. . N ,44 r 3'4'7 ec Dpment Services Divisi 200 Mill Avenue South• qui ; ro '0 '- • HU 2 T19 3 Sfivo . Eft "44444 ROA' Pi VV A !if PP)METER " Renton,Washington 980iL 14, 'rkftiG °Sec/ 7154076 U.S.' TAGE wit:toe 4Potp 04,0 Chevron USA Inc. Eg.FIVIN(CI:119.), CA .94120 192305-9054 - II I 11 4' III 41 *7:14120-'1'6'11. ' • NOTICE OF PROPOSED ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW APPLICATION RENTON, WASHINGTON An Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) 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. :,., 4 - - PROJECT NAME/NUMBER::- :. - MCDONALD'S ON GRADY V,00if. : •:--"- ; ,.i,., .- ,:•.• — ;-• DESCRIPTION: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SCLFT: MCDONALD'S i - '1ESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE (29) PARKING SPACES:ARE _ \)ROVIDED. ACCESS WILL BE OFF SOUT GRADY WAY VIA THE EXISTING SHOPPING CENTER DRIVEWAY. THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. GENERAL LOCATION: . 401 South Grady Way - -• i . 'UBLIC APPROVALS: Environmental Review . • , , ;, ,;• -: Administrative Site Plan Approval 1 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 Hearysgs, 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/orr.the;publiCi hearing date(s) for this project, please contact the Development BerviCes:Diti a,-;at 235-2450._ Ofeese--inOlUde-ihe_project NUMBER when calling for proper file identification. , .-..: 1 7 =La. „4: -'I .-- -N:iti: •;T: ;F1: ,1;i';....1 .::::: -1/?— : NottiE" r 1 wRON41:1: 11111111111 ..., . 1 , Row *f GRADY ' 51' 121 ' -..“, P4•11, .. I. 0 l' ,-____. --,7-: ' - LL,Le ,• :N 14 T------11 . "--L- ' : :;;::' ; .....-- .‘li • ! I - 1...._ -_.4._ . 11 — —.4,--....., 'Vw NJ :--- - 1 i • ! _._,' , .,. ! . i• - li ; • . , (i) i • '71.1 121 . 1: 87217 :14?7'.17,1: ''L' II' „.3. .3 C•7.t151:431:It ji'lor sr 00..0, : I 1 i, ! 0 0.0.4 4.;,..• .'"'. S. RENTON VILLAGE PL '''''— , _ 4,‘ ....3.. . 3 4 5 e 7 • A t I • ., . 1 i " '' 4 t 31. '6....,...: 4:'-'..'._,..: ,, • •,---4s'"•_____;- :::--,4n-41 II il - ; .. ' . ., L.. ' 4.,4.'"-- __,._ •"—`41-._.. 1.7—.: Ili' ,r . ,-.0. ;:. •;::,•,1, i 1 _,::1 :0 ,:e. ).!rz, :.C.:.'. . .. i 1.- • ,.. Ti.:*.r,:•2,, t::;:,'.. ;;.;!':: i. ...; , .; .'51,.,• :::.2 !;i.;',i...:! : .4 ; t-)"' 'r-'1'.J''''.- ' . — . :14;1:: .1... 1,..1i,;‘,. : ,7.4;:.,-77;, :1 r:It ' •- •4 :,:•7••--..-•.., i -:,.:: :3 ."'! Tl.::..:P.,j: k L.: '-•:1‘!:!:'-..:i',' r: ii:i};! l: r;:.:= :, .:.: • '' ' • : . ,. .: : . , ii---;,,,, . (4 .,:;•,....?. . :. :' '':'!.: 13.::' iL)' ' .•-•-::. Y . ,•:.- '.,1CliC.:,, . .' i): - : , 4: ". " . : 7' " . . 7.'6,70 ---1." ' '.:5,,2-• lb , ' 1-• '•,t. ',' 1 ,,. ......" \ % .i4:,—.v: o741 vSS-r!f,,i"•-N 131..-: 7•Z i•Z-e l='i,1A-Z..u4a13lwLa-AiC „_.4.7fC7I,M:9,,,D-.4— -,.:-•! GENMALOT.DOC , 4,l Y - -1 44 S. 15rH _ ST 1 {iJ',`n ;!);', 1)6_...,'i::t,;t ', ;sue `,::..:.'1`,F,%t=.. :al...,...:i" '\?fly •- ...'Ga:-:'•i:..il,"-;if., �='.:'' V` :1° r` .'lu i, i: " ,.,.!iii '.�i .• ', 'iy:,�vt(',.. .:);.f:^-'1,1 i'r::; ;i:i:: ..i:'• I r.; -_.F; .s !j;',!,!!!GTl ' 'N`ir: i,. S.. F:, -iti \I'Gt.,.,Ci,',:j ( ',t '-'1:1( :. . ..-' • ..',; ..: ...," ...... .'.) `,�;•-'.. '.;ii::`.' i;,,.. :)-•'-., _:;; ,-il:., ate- a 1•�: .^'' fj. —- - �_. - " _ -_ __ - -' . . r`1 1111Siiit,i "S ; ii i li ) 1 ►.1 �s hii. Si Si1S,t t i9 s i[i{ i it II S i ilia ti�iiis ii I� Cn, .. P 1" is °'t�4. - -Tn��am°,.'y�x. 7, J,„L 'er r+,,..,. ._ ..-- --..ei.'t— sane-m av„y�_ .--.v,r,c„,,,. otur.. g . • • f i i .. -Cn Y OF RENTON yE P ;.r�1,\v -- ent Services Division k ''. ZE.:Fri l•L. PT:.:rir J .LA< n''7— a' .r , . Dev�.cp r F:':',,. �, Avenue South • o 1,),g lip 729 6 ` t` ."� -_ 200 Mill .. ; ,',? -:-- w C. ' 49 �-- c�- Renton, Washington 98055 O cc A---_-. -F-�-•;H--- 4 w =� PdF,TER G� IN A 7154076 U.S.P.9.,$TAGE c �\r,O��O�d,v,I, ��a� gQJ'S OV 4 Renton Village Assoc III 500 5TH Ave #3200 Seattle, WA 98I04 723200-0020 a' „U R E S 4- 3--k 9( E5I '!. bl cf { ( f y ! j +) /j j RETURN iG �'RI�Ef� _ '� ��C� d3� lidlilii�ti�i:liiliiiiiiiiiililiailliiiiiiiliilltidimilllil I NOTICE OF PROPOSED ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW APPLICATION RENTON, WASHINGTON An Administrative Site Plan App Vval,(SA) and Environmental Checklist Review (ECF) Application has been filed and accepted with the Development,Servic'es Qivision of the City of Renton. The following briefly describes the application and the necessary Public Approvals:',.;., ' ,,t,,,. 4,• PROJECT NAME/NUMBER: MCDONALD'S ON GRADY WAY ti DESCRIPTION: THE APPLICANT PROPOSES TO CONSTRUCT A 2,701 SQ.FT. MCDONALD'S ,•2ESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE (29) PARKING SPACES ARE ' PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING -SHOPPING CENTER DRIVEWAY. : THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. • 'GENERAL LOCATION: 401 South Grady Way PUBLIC APPROVALS: - Environmental Review Administrative Site Plan Approval 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.-Div ioo att'235-2550. =Please°-include th -prroject NUMBER when calling for proper file identification. -I - 1 .-_ :1_; ' t --- ' '` 'a .. I___, _"VICTOR-- ' `�'�'= 4_r a:'a.Nn.1 _ +'�• J-, i .� .I AINI LONC1a1l . - -I1f4 _ _ '1T +�• Inliz �.1 '-' AOP•NEPN Ih` .„1, N410N GRAPY' 6' ` COPIGM1 OF S e. ... I Ill I PSP6 ..jv I I �.:�RL I: r,: Ie it.F.1 i 44101.7.i Mier— i.:1,. . -•••••76., ' L=.-1- I I. IV s-aa '4 -...._ -;•;-, I' to :I - \. 7-ri 12) 1 4 - ,� to J1 L u Sr ooi-a• Z:MIIII J ewaF 4� 'Oa. RENTON VILLAGE PL. —� A �V a lQ or. G _ ..= a s:t l,'0 'I:.-... - _ ,:. - ^"'off ' f •::; .: .:• `mil. ��.ti,l'n”.�l.� ��fJ:. 1.. :�5i. ,.J:_E.J:.t .CI .1 :1 •�-;�3 L, �l. .:1�'_ .r .., I' -.. .,g,,, .�� , .... Y n. F f �r� ^1; - 1; -a:i,:a' 1' IL'," ;, oRT.T.J, .5 1 •S_tm,'17• y-1 - !.L� .-7 Ga_ii(p. 1 I 11: -11.01 EJ, `'iy,:.-, ..✓!tr.N. :r'c' , il:s.0 • L.t, __-r ':.r e 7 a4":.:6 •1, O f ...V,._ :J _. .iJ' r•)` i';vYd,' :I: :!.. - ,,r 'dill- .Y. _ �. j : L 1`!`:! r :" r I' , •. . ' 5';I 111 I i1.01nzl 1-�( N+•:F :! . I, -1 :: \� „ I IT h.riw ,L Fr-n a� !II::z � . m1S y• T:•,a 1 • Q n L � ® a ( ya a •G; - ti' GENMALOT.DOC 1 4, _ N6s o, I � ' - F. •2 • i 4zr11 FA:�1 Iy ° Ce N � - - _ I . • , , ' ''1i' 3. �f-- .1 *:,:_,.,®,-Q iN___ __ S. - - /5TH . ST • " ` • ' Hi I iv • 110 ! L TY OF en en rt— c1/4177 \c) , ..Eienroxf v41:4-,L t 41: Prnent Sery M A 5 tl 2 re 6 ‘i:1 .tr; 151 — El 2 7 • -200 mill Ices Division Rento WashAvenue south (-0 CC CC 44. ingt a. PO METER on 98055 W A 7154076 U.S.PPSTAGE State Of Washington 15325 SE 30TH PL Bellevue, WA 98007 )92305,79032 192305-9003 - • , < UNA •-.)"r;M,Pc -3, BETURN , 1. . NOTICE OF PROPOSED ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW APPLICATION RENTON, WASHINGTON An Administrative Site Plan Approval (SA). and Environmental Checklist Review (ECF) 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: MCDONALD'S ON GRADY WAY DESCRIPTION: THE .APPLICANT PROPOSES TO: CONSTRUCT A 2,701 SQ.FT. MCDONALD'S • tESTAURANT WITH A DRIVE-THRU AT RENTON VILLAGE SHOPPING CENTER. TWENTY NINE (29) PARKING SPACES ARE PROVIDED. ACCESS WILL BE OFF SOUTH GRADY WAY VIA THE EXISTING SHOPPING CENTER,DRIVEWAY._: ;THIS PROPOSAL REQUIRES ADMINISTRATIVE SITE PLAN APPROVAL AND ENVIRONMENTAL REVIEW. 1 • GENERAL LOCATION: 401'.South Grady Way PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval Building Permit _ The,:application can be reviewed in the Development Services Division located on the third floor of Renton City Hail. 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 Divii§i Q;at, 235-2550:-,_ Please'include`the::project NUMBER when calling for proper file identification- ) 4 .--t -4: -- '"":"^."`. -a°'-_I ''. .1�� -.{. a"'OK,(ANC r['••L .!1'SM9a1 , L y,_^ .._w. . 1r9At_i /. -.__".. I _ N mN yip„ 0,.! N I I eOPI Y GRADY RIGHT OF . \ W S. i- 12) PFd rI - i n i ` I, t • in 6. + ; If T V „w,.__.. 1 lfll�j4 113' I Sr Oai•Uf y iv.ran ,, r l , D,. ..., ewa .g-;•., . d2S. RENTON VILLAGE PL. ' :fj '''aiiTi'IA :!.4..6:;Z:.1A IS' :: '... '.\. '' ___,.Ak.r:\ ...1..' 37,4\.4 . ..T.2 -'11.71 '''' ; c::;; ' :". . ''' --- ---‹ '� yam = , .. ' . ] ;y- • , ' ^ -_ ` v,y .- ._ _ .w. , • ,.'a !' • '. a -is :?, � i 2 + . ' 1 { , ®- r �, ro .a : arW. .'r•a _ S- Y!iJ`y . e '.\ •+ .!. . :Y n . l►Fr2 —- .t :Ql 41 \ asl` ;:al C, IT�.t= ,._ao - " , 1-*-1 .,i { --1-®' �a Op # O! u •O ? `," : 1 GENMALOT.DOC �,-1 LH o- Q. r �• :: �,a ¢ -• %" , S .,i- • I5TH ST McDonald's Corporatic 10220 N.E. Points Driv Suite 30 McDonald's Kirkland,Washington 98033-786 ® I®0 206/827-970 Fax:206/828-880 Date: June 19, 1996 To: City of Renton From: Diane Randecker - Project Manager Subject: Project Narrative & Construction Description - Renton (Grady Way) • The project involves'bonstruction of a 2,701 s.f. McDonald's restaurant building with a drive-thru at Renton Village Shopping Center. The site was formerly a bank with a drive-thru and has been vacant forr some years. The shopping center owner will be responsible for demolishing the bank structure and related improvements prior to McDonald's commencing construction. There are no special features with regard to the site other than it is an existing shopping center with grocery and other retail uses. No views will be obstructed from our project. Total square feet of project is 27,750; building is a 2,701 s.f. structure, 17 feet in height. Access to McDonald's will be via existing curb cut and aisleways servicing shopping center for which McDonald's will be granted access & parking easement rights by the owner. Construction schedule estimated ground break is September with opening in mid to late December. Construction hours would be 7:30 a.m. to 4:30 p.m., Monday thru Friday. Dry weather during construction phase could cause some dust or there could be mud during wet weather. McDonald's will have a water truck on site as needed to eliminate dust/mud. Hauling/transportation routes are unclear due to the uncertainty of closest pit yard. Once McDonald's has selected a contractor for the site work, we can better explain routes. 1D r) 1996 P►.ANNiNG C;ITY OF R lTON ENVIRONMENTAL CHECKLIST 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 probably 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: This environmental checklist asks you to describe some basic information about your proposal. Governmental agen- cies 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" or "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 additional in-formation reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: 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, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and"affected geographic area,"respectively. A. BACKGROUND 1.Name of proposed project,if applicable: McDonald's Restaurant,Renton Village Shopping Center 2.Name of applicant: McDonald's Corporation _ rt 3.Address and phone number of applicant and contact person: 10220 N.E.Points Dr.,#300 lr CD Kirkland,Washington 98033 Patricia Tisdale ° R i 2 5 1996 (206)827-9700 DEVC�rryM `JrLgNJUI1VG 4.Date checklist prepared: May 8, 1996 � TO�' 5.Agency requesting checklist: City of Renton 6.Proposed timing or schedule (including phasing, if applicable): Permitting July-August, Groundbreak September, Opening December 1996 7.Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes,explain None 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Property Owner to provide Applicant with Level One Environmental Site Assessment on the subject property. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain None 10. List any government approvals or permits that will be needed for your proposal,if known. Building Permit King County Health Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Construction of a McDonald's Restaurant,2701 sf(Series 1511 building)on the site containing 27,750 sf. 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. Renton Village Shopping Center located on the south side of S.Grady Way just east of SR 167 TO BE COMPLETED BY APPLICANT EVALUATION FOR B. ENVIRONMENTAL ELEMENTS AGENCY USE ONLY 1. Earth a. General description of the site(circle one): Flat,rolling,hilly, steep slopes,mountainous, other b. What is the steepest slope on the site(approximate percent slope)? 2 % TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What 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 prime farmland Silty sand,sandy silt. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. None f. Could erosion occur as a result of clearing,construction, or use? If so,generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings)? 90% h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Erosion control plan will be submitted with permit application. 2. Air a. 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 approximate quantities if known. Dry weather during construction phase could cause some dust. Vehicle emissions and cooking odors after project opening. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Surface streets proximity could be a source of vehicle emissions. c. Proposed measures to reduce or control emissions or other impacts to air,if any: On-site,during construction,measures will be taken to control dust if needed. EVALUATION FOR AGENCY USE ONLY 3. Water a. Surface 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names.If appropriate, state what stream or river it flows into. None 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters?If yes,please describe and attach available plans. No 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. Not applicable 4) Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities if known. Not applicable 5)Does the proposal lie within a 100-year flood plain?If so,note location on the site plan. No 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. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description,purpose, and approximate quantities if known. Water used in restaurant operations will be discharged into a sanitary sewer system. Landscape water will be directly absorbed on site. 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 systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. Approx. 2662 gallons per day of grey and black water from restaurant operations will be discharged through the drainfield. EVALUATION FOR AGENCY USE ONLY c. Water Runoff(including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal,if any(include quantities,if known).Where will this water flow?Will this water flow into other waters?If so, describe. Surface water will be collected by an on-site storm water system which ties into the existing shopping center system. 2) Could waste materials enter ground or surface waters? If so,generally describe. No 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple, aspen, other evergreen tree: fir,cedar,pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush, skunk cabbage,other water plants: water lily,eelgrass,mil foil, other other types of vegetation: b. What kind and amount of vegetation will be removed or altered? None,site currently paved,existing landscaping will be retained. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site,if any: Site will be landscaped per plan approved. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, eagle, ongbirds other: mammals: deer,bear,elk,beaver,other fish:bass, salmon, trout,herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None known. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Is the site part of a migration route? If so,explain. No d. Proposed measures to preserve or enhance wildlife,if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric lights and cooling,gas heating,gas &electric cooking. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: Building plans meet Washington State Energy Code 7. Environmental Health 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. No 1)Describe special emergency services that might be required. None 2)Proposed measures to reduce or control environmental health hazards,if any. None b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation,other)? Heavy vehicular traffic at certain times of day. 2) What types and levels of noise could be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term: Construction noise,day time,weekday hours Long term: Vehicular traffic TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 3)Proposed measures to reduce or control noise impacts,if any: New restaurant ordering system replaces outdoor speaker system noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Commercial shopping center, other commercial businesses, Renton Village 8 Cinema, Puget Power,Boeing Co.,Black River Corp,Thriftway Grocery Store,Holiday Inn b. Has the site been used for agriculture? If so,describe. No c. Describe any structures on the site. Covered concrete pad&drive-thru area with 3 islands. d. Will any structures be demolished? If so,what? Old bank building and canopy west of property to be demolished. e. What is the current zoning classification of the site? Commercial f. What is the current comprehensive plan designation of the site? Same g. If applicable,what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Not applicable. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts,if any. Not applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: None TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle,or low-income housing. None c. Proposed measures to reduce or control housing impacts,if any: None 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? 17' one story wood frame building w/wood exterior b. What views in the immediate vicinity would be altered or obstructed? None i c. Proposed measures to reduce or control aesthetic impacts,if any: Landscaping 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Lot lighting from dusk all lot lights will be directed away from streets and drive aisles. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? Not known d. Proposed measures to reduce or control light and glare impacts,if any: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Not known b. Would the proposed project displace any existing recreational uses?If so,described. No TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control impacts on recreation, including recreation oppor- tunities to be provided by the project or applicant,if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preserva- tion registers known to be on or next to the site? If so,generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts,if any: None 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. Plans are to maintain and use existing points of access into the shopping center. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop?Yes,Metro Transit. c. How many parking spaces would the completed project have? How many would the project eliminate? 31 parking stalls on McDonald's restaurant site. 33 existing shopping center stalls will be eliminated for a net loss of 2 parking stalls. All parking is non-exclusive. 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). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Total daily trips: 998. Net new generated trips 390/day. Peak volumes occur during noon hour. Detailed traffic study to be completed for city review. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY g. Proposed measures to reduce or control transportation impacts,if any: No significant impacts are anticipated. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection,police protection,health care, schools,other)? If so generally describe. No b. Proposed measures to reduce or control direct impacts on public services,if any. None 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. All utilities currently available to site. C. 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 might be needed. Sewers - City of Renton,Public Works Department; Electricity - Puget Power, Bellevue; Gas - Washington Natural Gas; Telephone - US West; Water - City of Renton, Public Works Department. C. Signature The above answers are true and compl- to t• best o y owle•ge _.-=.: 0:-andt t the lead agency is relying on them . m.,_ •e ' ion. 401.11 Signature: Date Submitted City, State: Renton, Washinn,,, r -. Address: Grady Way % L/C: 046-0358 GROUND LEASE Table of Contents 1. Demised Premises 1 2 Lease Term 2 3. Rent • 4. Landlord's Warranties and Covenants 3 A. Zoning 3 B. Utilities 3 C. Demolition and Site Preparation 3 D. Possession_ 3 E. Taxes 3 F. Covenant of Title and Quiet Enjoyment 4 G. Covenant Not to Compete and Setback Restriction 4 H. Tenant's Remedies 4 5. Tenant's Covenants 5 A. Rent 5 B. Liens and Encumbrances 5 C. Insurance and Indemnity 5 D. Waiver of Claims and Subrogation 6 E. Repairs 7 F. Utilities G. 'Compliance with Lawro �,�� 7 H. Hazardous Substance 4 },,,a 7 Via • 6. Right to Terminate �,'Cop /• � ; ivrp A. Permits `�oA�ViNG 7 B. Evidence of Title 8 C. Survey 8 D. Soil Tests 8 E. Payment 9 F. Phase I Environmental Assessment 9 G. Off-Site and Extraordinary Cost Contingency 10 H. Impact Contingency 10 7. Use, Alterations and Title to Improvements 10 A. Use 10 B. Alterations and Title to Improvements 10 GROUND LEASE Table of Contents(Page 2) 8. Assignment and Subletting 11 9. Mortgaging of Leasehold Estate 11 10. Landlord's Right of Re-Entry 12 11. Holding Over 13 12. Condemnation 13 13. Option to Extend 13 14. Tenant's Right of First Refusal to Lease 14 15. Option to Purchase and.Right of First Refusal to Purchase 14 16. Trade Fixtures, Machinery and Equipment 15 17. Recording 15 18. Miscellaneous Provisions 16 A. Invalidity 16 B. Successors, etc. 16 C. Writing 16 D. Construction 16 E. Notices 16 19. Rule Against Perpetuities 17 20. Conflicts of Interest 17 21. Authority to Sign 17 22. Attorney Fees 17 23. Late Charges 18 24. Waiver 18 25. Arbitration 18 26. Addenda and Exhibits 19 City, State: Renton,Washi � Address: Grady Way '' L/C: 046-0257 GROUND LEASE THIS LEASE, dated May 15. 1996, is between Renton Village Associates, a general partnership ("Landlord"), of the City of Seattle, County of King, State of Washington, and McDonald's Corporation, a Delaware corporation("Tenant"). 1. Demised Premises: Landlord, for and in consideration of the covenants contained in this Lease and made on the part of Tenant, does hereby demise and lease unto Tenant, and Tenant does hereby lease from Landlord,the parcel of land which is located in Renton, County of King, State of Washington, having I a frontage of not less than 150 feet on Grady Way, containing not less than 27,750 square feet (not including roads or public rights-of-way), being more particularly described in Exhibit A, together with all of Landlord's easement rights and appurtenances thereto, all buildings and improvements now located on the property, and all necessary easements and appurtenances in Landlord's adjoining and adjacent land, highways, roads, streets, lanes, whether public or private, reasonably required for the installation, maintenance, operation and service of sewers, water, gas, drainage, electricity and other utilities and for driveways and approaches to and from abutting highways, for the use and benefit of the above described parcel of real estate, including the improvements to be erected on the property (collectively referred to as "Demised Premises"). If Tenant has the Demised Premises surveyed, then, at Tenant's option, the parties shall execute a recordable amendment by which a survey description shall be inserted in lieu of the description contained in Exhibit A, but Tenant shall not be obligated to lease less than is described above. 2. Lease Term: Tenant shall have and hold the Demised Premises for a term commencing on the date of the last execution of this Lease and ending twenty (20) years from the date upon which the McDonald'sthe-McDenaldls restaurant referred to in this Lease is opened for business to the public. When the term of this Lease is ascertainable and specifically fixed, or otherwise agreed to by Landlord and Tenant, Landlord and Tenant shall enter into a supplement, suitable for recording, which shall specify the actual date for the expiration of the original term of this Lease and for the commencement of accrual of rent I payable by Tenant. If Landlord fails to execute and return the supplement within fifteen(15) business days after delivery to Landlord, Tenant may execute the supplement on behalf of Landlord and Landlord hereby appoints Tenant as its attorney-in-fact for such purpose. 3. Rent: ' L andlord ns rent forth D n th f*-Doll (e*� b� l thl K1� instaliments-ef-L-Dellar-s-M*-Payable-ene-eath-ell-the- lendar--menth4eF4ike--then nth +�.e first nt � ayment and last rt �aym i€applieabl , h n b d . a f , Tenant's liability for rent shall commence to accrue upon the first to occur of the following two events: 1. The date a McDonald's restaurant opens for business to the public on the Demised Premises;or 2. One hundred fifty(150)days after all of the following conditions have been satisfied: r64dev\newsites\rengradyUease .$, 4. Landlord's Warranties and Covenants: Landlord covenants, represents and warrants as follows: A. Zoning: That Landlord shall, if necessary, use its best efforts to obtain the approval of all public and governmental authorities as to all matters relating to zoning, subdivision, lot splits, lot ties, replats or similar requirements for use of the Demised Premises as a McDonald's restaurant in accordance with Tenant's plans and specifications as will permit Tenant to obtain all necessary permits, licenses and approvals referred to in Article 6(A) below. Landlord agrees to pay the expense of application and engineering and any other incidental costs relating to such approval or the recordation of a final parcel map or plat that may be required. Landlord further agrees to dedicate or grant any easements for public ways and to diligently perform and pay for any improvements located off the Demised Premises required as a condition of approval and recordation of the final parcel map or subdivision plat. Landlord may, in its reasonable discretion, terminate this lease if said dedication or grant materially affects the shopping center existing ingress/egress. B. Utilities: That all water and gas mains, electric power lines, and sanitary and storm sewers are located in the public right-of-way and within -5- feet of the property line of the Demised Premises and are available and adequate for Tenant's intended use. If any of the utilities are not located within = 5- feet of the property line or are not available and adequate, Landlord agrees to extend utilities meeting Tenant's specifications to the Demised Premises within thirty (30) days from the date that Tenant notifies Landlord that all necessary permits and approvals have been obtained and Tenant delivers its plans and specifications for the utilities to Landlord. C. Demolition and Site Preparation: That Landlord shall demolish and remove all existing improvements, including building foundations, encroachments, signs and underground storage tanks, if any, located on the Demised Premises. Landlord further agrees to demolish and remove the existing bank building on the portion of Renton Village Shopping Center as shown on the survey dated February, 1996 and certified May 7, 1996 by Tim Hanson & Associates. Upon demolition of the bank building,the site will be filled,graded and paved to acceptable shopping center standards. Any de.Landdlords.hall l�--grade I' �g Cy w vas e by Tenant to make th D a n f th nstr t: f Te ti . All such demolition and site preparation shall be completed within thirty (30) days from the date that Tenant notifies Landlord that all necessary permits and approvals have been obtained and Tenant t 1414 fe delivers its plans and specifications to Landlord. Landlord represents and warrants‘tithat the Demised its, knv3I' Premises are free of hazardous substances and that any previous activity involving hazardous ,; substances on the Demised Premises was conducted in compliance with applicable law. Landlord shall obtain an estimate of the costs to comply with this Article, and If if Landlord's actual costs of compliance wit rtioles I ^B and ^C exceed $25,000, Tenant shall have the right to review the costs and Tenant may contribute the amount in excess of$25,000, said excess amount to be paid upon the satisfaction of all conditions of this Lease. . If Tenant determines the excess costs to be unacceptable,then Tenant shall have the right to terminate the lease. D. Possession: That the Demised Premises are free and clear of all tenancies, except those Permitted bcanees wn record whether oral or written, nll actual ession from thesho date of 1 of execution of this Lease-except and that as providedTe ant forsha in have this Lease.sole and 1‘) ' p* .s(a, de %id'i /% te E. Taxes: Th,+ T .,al _a hall pa b. 'eand di .h.._..p 11 a t 1 ra o 3 ease-and extensie s t^ del t1 See Tax Addendum attached hereto and made a part hereof. F. Covenant of Title and Quiet Enjoyment: That Landlord is well seized of and has good title to the Demised Premises and all improvements located on it on the date of this Lease, free and clear of all liens, encumbrances, easements, tenancies and restrictions:, except those which are of record and approved by Tenant pursuant to Article 6B. Landlord warrants and will defend the title, and will indemnify Tenant against any damage and.expense which Tenant may suffer by reason of any claim • against title or defect in the title or description of the Demised Premises. If, at any time, Landlord's title or right to receive rent under this Lease is disputed, or there is a change of ownership of Landlord's estate by act of the parties or operation of law, Tenant may withhold rent thereafter accruing until Tenant is furnished proof reasonably satisfactory to it as to the party entitled to the rent. Landlord shall use its best efforts to provide Tenant with any and all non-disturbance agreements, in form acceptable to Tenant, from any underlying lessor or holder of an encumbrance. If Landlord is unable to provide Tenant with any and all non-disturbance agreements as required, Tenant shall have the right to terminate this Lease, after giving Landlord notice and thirty (30) days to cure. Not withstanding the foregoing, it is agreed by Landlord and Tenant that Tenant's right to terminate this Lease pursuant to Article 4F shall cease once Tenant has satisfied or waived all conditions in Article 6. G. Covenant Not To Competeand Setback Restriction: Landlord covenants and agrees that no property (other than the Demised Premises) within the center known as Renton Village Shopping Center and as described in Exhibit D attachednew-er-litereafter--ewnedrieased L andlord, adi^^^n+ o _tig. eus to the Demised Pre i„es „ -within two (2\ mile- -c+L- _ r Landlord) shall, during the term of this Lease and any extensions, be leased, used or occupied as a restaurants The term "restaurant" as used in this clause shall apply only to the following restaurants operating under the listed trade names, or operating under any successor trade names: Dairy Queen, Burner King, Jack-in-the-Box, Kentucky Fried Chicken (KFC), Taco Bell, Taco Time, Wendy's, Boston Market, In-n-Out, Checkers. food service establishmen+ df 1, t- f lit r b .� Fc'eT+hatIIIQLj iF ir-ducing--tl3e-Cem-eT"'C[ISYiOG'aJG-Di--@7, G7[CGnJie'�.,, el y-land etk�e--De ed es, whisk d-is- aeent-or Premise, are compri ed 1. ldi � \ th „ts nstr. „+ a t_ +1 i t n 'sti shall purch., the D.. ^,1 Pr^ a ..t t^ ptie to rc a- r ht _f E_st _efusal r i; - - -_ - Landlord further covenants and agrees that, if during the term of this Lease or any extensions, Landlord shall own or control any land other than the Demised Premises, which land is adjacent or 4 contiguous to the Demised Premises, or which constitutes a parcel or parcels out of which the Demised Premises are comprised, any building(s) or other improvements, other than parking areas, constructed upon such other land shall be set back as delineated and legally described on the attached Exhibit B, provided however that this restriction shall not be applicable with regard to existing improvements on land owned or controlled by Landlord as of the date of execution of this Lease, except as noted in "C" of this article, or with regard to any improvements existing on land which subsequently comes under Landlord's ownership or control on the date that Landlord acquires such ownership or control. It is mutually agreed that the covenants set forth above shall run with the land, and if Tenant shall purchase . the Demised Premises pursuant to any option to purchase or right of first refusal to purchase in this Lease, such covenants shall remain in effect for a period of twenty(20_1 years from the date of closing under such option or right. Landlord and/or Tenant agrees to provide legal descriptions of all property involved and execute recordable documents, if required by Tenant,to effectuate the foregoing. If this covenant be broken, one-half(1/2) of all payments required to be made by Tenant under this Lease shall be abated for so long as such breach continues. The total sums so abated shall be liquidated damages for such breach and not a penalty, the parties agreeing that Tenant inevitably must sustain proximate and substantial damages from such breach, but that it will be very difficult, if not impossible, to ascertain the amount of such damage. In addition to this remedy, Tenant shall be entitled to injunctive and other appropriate relief, whether under the provisions of this Lease or otherwise. H. Tenant's Remedies: Landlord acknowledges that Tenant is relying upon all of the above covenants, representations and warranties in executing this Lease and that matters so represented and warranted are material ones. Landlord accordingly agrees that if Landlord does not cure or diligently commence to cure a default within fifteen 15) business days after written notice from Tenant, any breach of warranty or misrepresentation shall be grounds for Tenant to elect, at its option, to terminate this Lease or cure Landlord's default(s) and deduct its costs to cure the default(s) from rent thereafter accruing. Tenant shall not, however, have the right to terminate this Lease under this Article 4 after it commences construction of its improvements. These remedies are in addition to all other remedies Tenant may have in law or equity. 5. Tenant's Covenants: Tenant represents, warrants, covenants and agrees, during the term of this Lease and for such further time as Tenant, or any person claiming under it, shall hold the Demised Premises or any part of it: A. Rent: To pay the reservcd rent and other monies due pursuant to this Lease on the days and in the manner as provided in this Lease. B. Liens and Encumbrances: Not to allow the estate of Landlord in the Demised Premises at any time during the term or any extension to become subject to any lien, charge or encumbrance whatsoever, and to indemnify and keep indemnified Landlord against all such liens, charges and encumbrances. It is expressly agreed that Tenant shall have no authority, expressed or implied, to create any lien, charge or encumbrance upon the estate of Landlord in the Demised Premises, except as provided for in this Lease. Tenant reserves the right to bond over any such lien, charge or encumbrance. C. Insurance and Indemnity: At its own expense to insure and keep insured, from the date of actual possession, the building and improvements constructed by Tenant on the Demised Premises 5 against loss or damage by fire and other casualties normally covered by standard fire and extended coverage policies for not less than eighty percent (80%) of their actual cash value in responsible insurance companies licensed in the state in which the Demised Premises are located. Subject to the terms of this Lease, such insurance is to be made payable in case of loss to Tenant. Tenant shall also maintain and keep in force for the mutual benefit of Landlord and Tenant general public liability insurance against claims for personal injury, death or property damage occurring in, on or about the Demised Premises (other than easements and common areas under the control of Landlord) to afford protection to the limit of not less than $42,000,000.00 with respect to bodily injury or death and to property damage. Tenant shall deliver to Landlord, annually upon--request, a certificate Of insurance, referred to as "Accord 27". uring the term of this Lease. Tenant further agrees to indemnify, defend and save Landlord harmless from any liability, loss, cost, expense or claim of any nature resulting from any damage to person or property arising out of Tenant's use or occupancy or the failure of Tenant, or Tenant's agents, employees, servants, licensees or contractors, in any respect,to keep the Demised Premises (other than easements and common areas under the control of Landlord)in a safe condition or to comply with and perform all of the requirements and provisions of this Lease. Tenant shall have the sole and exclusive right to retain counsel of its choice, to determine all litigation issues including, without limitation,trial strategy, trial preparation, discovery techniques and strategy, right of appeal, and settlement decisions all at Tenant's expense. In the event of an adverse judgment against Landlord on such claims, the judgment having become final, and the time for all appeals having expired, Tenant agrees to cause such judgment to be satisfied within thirty (30) days, and agrees to indemnify and hold Landlord harmless from and against any and all losses, costs, expenses, damages, liabilities or attorney's fees that are related to wise—if such judgment—is—net—se sue- Landlord agrees to notify Tenant in writing by delivery to Tenant within ten(10)business days, and by telephone immediately after Landlord receives any such complaint or claim. The delivery of written notification shall include a copy of all pleadings if a complaint is filed, or of all correspondence and exhibits if a claim is filed. Failure of Landlord to provide such notices within such time period shall not excuse Tenant from performance under this paragraph as long as Landlord has given Tenant either written or verbal notice in accordance with Article 19E. Notwithstanding any provision in the lease to the contrary,Tenant may self-insure for all of the insurance coverages required in this lease to the extent that it is not prohibited by law from doing so. This provision will not be applicable,however,if this lease is assigned or sublet to any entity that is not a subsidiary or parent of the Tenant. D. Waiver of Claims and Subrogation: Each party agrees to hold the other, its agents, contractors and employees harmless, and to indemnify the other party against all claims, liability and costs (including, but not limited to attomey's fees and costs) for injuries to all persons and for damage to or the theft., misappropriation or loss of all property occurring in the Demised Premises or the building, arising out of the failure of the indemnifying party to keep the area under its control in a safe condition. • Tenant and Landlord waive any and every claim which arises or may arise in their favor and against the other party during the term of this Lease or any renewal or extension thereof for any and all loss of, or damage to the Demised Premises,_the building or any of its property located within or upon, the Demised Premises or the building, which loss or damage is covered by valid and collectible fire and extended coverage insurance policies, to the extent that such loss or damage is recoverable under such insurance policies. This waiver shall be in addition to, and not in limitation or derogation of, any other waiver or release contained in this Lease with respect to any loss of,or damage to,property of Landlord. • Inasmuch as the above waiver will preclude the assignment of any such claim, by subrogation or otherwise, to an insurance company (or any other person). Landlord and Tenant agree immediately to give • to each insurance company which has issued policies of fire and extended coverage insurance, written notice of the terms of such waiver, and to have such insurance policies properly endorsed, if necessary, to prevent the invalidation of the insurance coverage by reason of such waiver. EI3.Repairs: At Tenant's sole cost and expense, tore keep the Demised Premises and its improvements in a safe and good condition and repair, subject to ordinary wear and tear and to Landlord's obligations under this Lease, if any. F£.Utilities: At Tenant's sole cost and expense, toTe pay when due all charges for all utility services used on the Demised Premises. GF.Compliance with Law: At Tenant's sole cost and expense, tore comply with all governmental laws, rules and regulations applicable to the use, development or operation of the Demised Premises. H. Hazardous Substances: Tenant shall not, without Landlord's prior written consent, keep on or around the Demised Premises, common areas or Shopping Center, for use, disposal, treatment, eneration. storage or sale, any substances designated as hazardous, dangerous, toxic or harmful collectively referred to as"hazardous substances"),that are subject to regulation by any federal, state or local law, regulation, statute or ordinance. Nothwithstanding the foregoing, Landlord and Tenant agree, that Tenant's cleaning agents or items used in conjunction with Tenant's operation are permissible. Tenant shall indemnify, defend and save Landlord harmless from any and all of the costs, fees, penalties and charges assessed against or imposed upon Landlord(as well as Landlord's attorneys' fees and costs) as a result of Tenant's use, disposal, transportation, generation and/or sale of hazardous substances in violation of any federal, state or local law, regulation,statute or ordinace.. 6. Right to Terminate: A Permits: Tenant has entered into this Lease in the expectation of obtaining, after expiration of all applicable appeal periods, all permits, variances, special use permits, licenses, permissions or other authorizations (collectively called "Permits") necessary for the construction and operation of a complete McDonald's restaurant facility, including Tenant's signs; including a pylon sign and special service windows,built according to Tenant's plans and specifications (including without limitation curb cuts in connection with the facility deemed necessary or desirable by Tenant.) Landlord and Tenant . 7 acknowledge that within fifteen (15) days of last execution of this Lease, Tenant shall apply for a variance to the City of Renton sign regulations to allow Tenant a pylon or monument sign to be installed on the Demised Premises along Grady Way. Tenant agrees to apply for Permits within forty-five (45) after last execution of this Lease and Landlord agrees to execute such documents,make such appearances and do such other things as Tenant may reasonably request. Tenant or Landlord may (but shall not be obligated to) terminate this Lease if, after first application, Permits are denied or are not obtained within one hundred eighty (180) days. If, at the end of the 180 day period,Tenant has not vet received all of its approvals and permits, and is diligently pursuing same, Landlord shall, upon prior written request, extend the period for two (2) thirty (30) day extensions. Upon receipt of all permits, Tenant agrees to diligently commence construction of its improvements within fourteen (14) business days. If Landlord elects to terminate this Lease as provided in this Article 6(A), Tenant shall have ten (10) days after receiving Landlord's written notice of termination to waive, in writing, the Permit contingency. If Tenant does not waive the Permit contingency,this Lease will terminate and be of no further force and effect,ten(10)days after Tenant's receipt of the notice. Force Majeure: If there shall occur any strikes, lock-outs or labor disputes, inability to obtain adequate sources of energy, labor or materials or reasonable substitutes therefore, acts of God, riot, civil commotion, fire or other casualty or any other similar conditions, which are beyond the reasonable control of any party to this agreement and not due to the fault or negligence of such party, such conditions shall be deemed "Unavoidable Delays." In the event either party shall, as a result of any Unavoidable Delays, fail to punctually perform any obligation specified in this agreement and give written notice to the other party of such Unavoidable Delays within 10 days of their occurrence, then such failure shall not be deemed a breach or default., and the applicable time periods in which to perform shall be extended, but only to the extent and for the period occasioned by such Unavoidable Delays. B. Evidence of Title: Within thirty (3m day.. from the date of lass -- -n -f this * eas Tenant has applied shall--apt for leasehold title insurance, with extended coverage, from a title company acceptable to Tenant, with a policy amount of not less than $500,000.00 or that required by law or the title insurer, covering the date of recording of the Memorandum of Lease as provided in Article 17, showing title to the Demised Premises and appurtenant easements in Landlord. If the report on title, title binder or commitment, along with the review of certified survey as called for in Article 6C discloses any conditions, restrictions, liens, encumbrances, easements or covenants which, in Tenant's opinion, would affect Tenant's use and enjoyment of the Demised Premises and appurtenant easements,Tenant shall notify Landlord within twenty(20)days from final execution of this Lease and Landlord shall have thirty (3020) days from the date Tenant notifies Landlord of such defects to make a good faith effort to cure such defects and to furnish a title report, binder or commitment showing such defects cured or removed. THE TITLE EXCEPTIONS AGREED TO BY TENANT SHALL BE DEEMED THE "PERMITTED EXCEPTIONS". If such defects in title are not so cured within twenty (20)this 190)days, Tenant may, at its option, terminate this Lease or extend the time for curing but in no event shall said cure period extend beyond the time frame to obtain permits in Article 6A. Immediately upon final execution of this Lease, Landlord shall deliver to Tenant's title company, if so required, Landlord's prior title evidence, such as title policies, a current abstract or attorney's opinions. • 8 4;7= . C. Survey: Tenant shall order ordering a certified topographical survey prepared to McDonald's specifications by a licensed surveyor and providing Landlord with comments within thirty (30) twenty ene(-H days from the date of last execution of this Lease. Landlord shall have twenty(20) days from the date Tenant notifies Landlord of such defects to make a good faith effort to cure such defects. If the survey discloses unsuitable or interfering easements, party wall agreements or encroachments, or that the location, area, dimensions or shape of the Demised Premises are not as represented by Landlord,then Tenant shall have either the right to terminate this Lease and declare it null and void and of no further force and effect or accept Landlord's offer to remedy. D. Soil Tests: This Lease-is further contingent upon Tenant obtaining, within-sixt.1460-)twenty- one (21) days from the date Landlord has notified Tenant in writing that Landlord removed all building improvements from the Demised Premises, such boring, percolation and other soil tests as may be required to determine the physical characteristics of the sub-strata of the Demised Premises. If the reports indicate, in Tenant's sole judgment, that the soil or ground water is contaminated or that the Demised Premises are unsatisfactory for Tenant's intended use; Landlord shall have the right but not the obligation to cure such defect. If Landlord elects to cure such defect, Landlord shall notify Tenant within thirty (30) days of its intent to cure and further shall have one hundred eighty (180) days to remedy. If Landlord elects not to cure such defects, Tenant may, at its option, declare this Lease to be null and void and of no further force and effect. Landlord hereby grants to Tenant, its agents and contractors, the right to enter upon the Demised Premises to make the soil tests and surveys-, provided, however,that(i) such tests and surveys shall be conducted so as not to damage the areas of the Shopping Center outside the Demised Premises, (ii) Tenant shall indemnify, defend and hold the Landlord harmless from damages, claims, liabilities (including, without limitation, reasonable attorneys' fees and costs) and any liens or claims of lien arising out of Tenant's entry onto the Shopping Center, the foregoing shall not include, however, any cost, expense, claim or liability arising out of or in any way related to contaminated soil, asbestos or other environmental hazards discovered by tests Tenant performs, (iii) any test holes shall be filled to restore the ground or improvements to substantially the same condition before testing, (iv) prior to making any test holes Tenant or its agents shall inform Landlord where Tenant intends to make such test holes and shall obtain Landlord's prior approval of such locations. Tenant willprovide Landlord with copies of the reports generated as called for in Articles 6C and 6D. Tenant further agrees to notify Landlord five (5) days prior to entering on to the Shopping Center for such tests and survey. Tenant shall be entitled to reimbursement from Landlord, either as a credit against rent or cash payment, for all costs related to the issuance of the title policy, including title examination fees and premiums, survey fees and soil tests. Such reimbursement shall not exceed $7,500, and shall be paid within thirty (30) days of Landlord's receipt of Tenant's first month rent. E. Payment: Tenant may terminate this Lease at any time after January 31, 2005, by serving written notice on Landlord,paying to Landlord the sum of one year's rent and by delivering to Landlord an executed termination agreement suitable for recording. In such event, this Lease shall terminate six months after the date of the notice. Thereafter, Landlord and Tenant shall have no further rights,duties or obligations under this Lease, except that all rents, taxes and other monetary obligations that have been prepaid by either party shall be prorated for the applicable period. All improvements located on the Demised Premises on the date of the notice shall become the property of Landlord, except that Tenant shall have the right to remove trade fixtures, equipment, furnishings, signs and other identifying characteristics from the building. Tenant agrees to promptly repair any damage done to the building by the removal of any of these items unless Landlord desires to demolish the building in its entirety, in 9 which case, Tenant agrees to complete the demolition within twenty(20) days of removal of its FF&E. furniture,fixtures and equipment. F. Phase I Environmental Assessment: Landlord has agrees- a delivered to Tenant7-within-60 a copy of the written Phase I Environmental Assessment ("Assessment") of the Demised Premises completed by Landlord. phy" r o t ems= e and a j cent p- pert'es. The Assessment shall disclose any site characteristics that indicate the possible or actual presence of above or below grade site contamination of soils or ground water, and an investigation of any chemical use, storage, disposal or treatment on the Demised Premises. The Assessment shall also include a complete documentary review of the Demised Premises, including, but not limited to, a 50-year chain of title, all applicable permits, environmental spill or upset records and filings from all state and local agencies, aerial photographs, interviews, and any other reasonably obtainable federal, state or local government records. The Assessment shall be conducted by an environmental professional, acceptable to Tenant, having experience in the preparation and filing of such Assessments, and who is qualified to perform Phase I Environmental Assessments. If, within ten (10) days of last execution of this Lease, the Assessment discloses any known or suspected environmental contamination, Tenant may, declare this Lease to be null and void and of no further force and effect. G. Off-Site and Extraordinary Cost Contingency: This Lease is further contingent upon Tenant's total off-site and extraordinary costs not exceeding $25,000. "Off-site and extraordinary costs" shall be defined as all costs and expenses other than construction costs for Tenant's standard building and site improvements_;which the parties acknowledge is estimated to be$500,000. which the parties :g:ee-for t''is sit„'- •l Off-site and extraordinary costs shall include,`� �==�T�' but not be limited to: contaminated soil and ground water removal or remediation; costs to extend utility lines to the site; costs to construct off-site drainage or sewage treatment facilities; permit fees; legal fees; expert and consulting fees for non-McDonald's employees; costs and expenses for easements and additional property used in conjunction with the Demised Premises; and costs or expenses related to roadways or the surrounding public rights-of-way. If Tenant determines during the permit process with the City of Renton that the total off-site and extraordinary costs will exceed the amount stated above, Tenant may, at its option, declare this Lease to be null and void and of no further force and effect. 7. Use,Alterations and Title to Improvements: A. Use: Notwithstanding any other provision in this Lease to the contrary, the Demised Premises may be used as a restaurant or any other lawful retail use that does not conflict with a covenant between the Landlord and another tenant in the Renton Village Shopping Center. Landlord represents that no presently existing exclusive use covenant will prohibit the Tenant from operating a McDonald's restaurant as found operating in the McDonald' s Seattle Region. Tenant agrees to give Landlord written notice thirty days prior to any change of use and to allow the Demised Premises to be used only for the operation of a retail establishment normally found in the highest class of shopping centers and malls in the county in which the Demised Premises are located and which (i) comply with all applicable zoning laws, and (ii) shall not significantly reduce the available parking outside the Demised. 10 B. Alterations and Title to Improvements: Tenant shall have the right to make, or permit any subtenant to make, alterations, additions and improvements to the Demised Premises from time to time. All of such alterations, additions and improvements constructed by Tenant or such subtenant during the term of this Lease and any extension of this Lease, shall be and remain the property of Tenant or any subtenant, as the case may be, at all times during the term of this Lease and any extensions or renewals. Landlord agrees to execute such documents, make such appearances and do such other things as Tenant may reasonably request so as to comply with the intent of this Article. Tenant and any subtenant shall have the right to remove any such alterations, additions and improvements at any time during the term of this Lease or any extension or renewal,and for a period-of thirty(30) days after the.termination of this Lease, or any extension or renewal, by lapse of time or otherwise and, for such purpose, to enter upon the Demised Premises. However, Tenant shall not be required to remove any such alterations, additions or improvements, and Tenant's failure to do so after the expiration of such period of thirty (30) days shall be deemed to be an abandonment and the same shall, at such time, be and become a part of the real estate with title vesting in the owner of the land. In case of removal of any building by Tenant or any subtenant occurring at or after the termination of this Lease, Tenant shall level the area formerly occupied by any building so removed-and remove all debris. 8. Assignment and Subletting: Tenant may,without the consent of Landlord, sublease or assign this Lease or its rights under this Lease. In such event, Tenant shall remain liable for the payment of all rent and additional monies due required to be paid under this Lease and for the performance of all terms, covenants, and conditions undertaken by Tenant. Without limitation, it is agreed that Tenant shall have the right to mortgage or otherwise encumber its leasehold interest. 9. Mortgaging of Leasehold Estate: If Tenant mortgages its leasehold estate and the mortgagee or holders of the indebtedness secured by the leasehold mortgage or trust deed shall notify Landlord, in the manner provided for the giving of notice, of the execution of such mortgage or trust deed and name the place for service of notice upon such mortgagee or holder of indebtedness, then, in such event, Landlord agrees for the benefit of such mortgagees or holders of indebtedness from time to time: A. That Landlord will give to any such mortgagee or holder of indebtedness simultaneously with service on Tenant, a duplicate of any and all notices or demands given by Landlord to Tenant. Such notices shall be given in the manner and be subject to the terms of the notice provisions of this Lease. B. That such mortgagee or holder of indebtedness shall have the privilege of performing any of Tenant's covenants under this Lease, of curing any default of Tenant or of exercising any election, option or privilege conferred upon Tenant by the terms of this Lease. C. That Landlord shall not terminate this Lease or Tenant's right of possession for any default of Tenant if, within a period of twenty (20) days after the expiration of the period of time within which Tenant might cure such default under the provisions of this Lease other than the payment of rent, such mortgagee or holder of indebtedness commences to eliminate the cause of such default and proceeds diligently and with reasonable dispatch as provided. D. That, except for the rights to terminate contained in this Lease, no rights, privilege or option to cancel or terminate this Lease, available to Tenant, shall be deemed to have been exercised effectively unless joined in by any such mortgagee or holder of the indebtedness. E. That no liability for the payment of rental or the performance of any of Tenant's covenants and agreements shall attach to or be imposed upon any mortgagee,trustee under any trust deed or holder of • 11 G V r;. any indebtedness secured by any mortgage or trust deed upon the leasehold estate, unless such mortgagee, trustee or holder of indebtedness forecloses its interest and becomes the Tenant under this Lease. F. Tenant agrees to subordinate its leasehold estate to future mortgages or encumbrances only on the condition that the instruments creating such mortgages or encumbrances contain an apt provision recognizing the existence of this Lease and agreeing that this Lease shall not be terminated or otherwise affected in the event of a foreclosure, sale or default under such mortgages or encumbrances, so lona as Tenant is not in default hereunder. • G. Estoppel Certificates: In the event Tenant is required under this Lease to provide Landlord with an estoppel certificate, Landlord shall also be required to provide Tenant with an estoppel certificate upon Tenant's reasonable request. In either event,the party requesting the estoppel certificate shall also join in the execution of the document. In the event Landlord is planning on remodeling or expanding the Shopping Center,then this expansion or remodel should be set forth in the request for an Estoppel Certificate. H. Subordination and Attornment: Upon written request of Landlord, or any first mortgagee or first deed of trust beneficiary of Landlord, or ground lessor of Landlord, Tenant shall, in writing, subordinate its rights under this Lease to the lien of any first mortgage or first deed of trust, or to the interest of any lease in which Landlord is lessee, and to all advances made or hereafter to be made thereunder;provided,however, that before signing any subordination agreement, Tenant shall have the right to obtain from any such lender or lessor requesting such subordination, an agreement in writing providing that, so long as tenant is not in default hereunder BEYOND ANY APPLICABLE CURE PERIOD, such lender or lessor shall recognize Tenant's rights under this Lease and shall not disturb Tenant's use, possession and enjoyment of the Demised Premises. The holder of any security interest may, upon written notice to Tenant, elect to have this Lease prior to its security interest regardless of the time of-the granting of recording of such security interest, PROVIDED THE TENANT IS GIVEN A NON-DISTURBANCE AGREEMENT (so long as Tenant is not in default hereunder beyond any applicable cure period). In the event of any foreclosure sale, transfer in lieu of foreclosure or termination of any ground lease in which Landlord is lessee, Tenant shall attom to the purchaser, transferee or lessor as.the case may be, and recognize that party as Landlord under this Lease, and shall execute such further evidences of attorrunent as may be reasonably requested by such purchaser, transferee or lessor; provided that Tenant's right to possession continues unabated and Tenant's rights under this Lease continue undiminished. The purchaser, transferee or lessor succeeding to the interest of Landlord shall not be subject to any right of Tenant to setoff or defense of payment for any event or act that occurred prior to such purchaser,transferee or lessor succeeding to the interest of Landlord, except to the extent such event or act is continuing at the time of the succession. Within twenty (20) business days after written request from Landlord. Tenant shall execute and deliver to Landlord or Landlord's designee, a written statement("Estoppel Certificate") certifying (a) that this Lease is unmodified and in full force and effect, or is in full force and effect as modified and stating the modifications; (b) the amount of rent and the date to which rent and additional rent have been paid in advance; (c) the amount of any security deposited with Landlord; (d) that Landlord is not in default hereunder or, if Landlord is claimed to be in default, stating the nature of any claimed • 12 14. default. Any such statement may be relied upon by a purchaser, assignee or lender. IF TENANT FAILS TO PROVIDE LANDLORD WITH THE ESTOPPEL CERTIFICATE WITHIN TWENTY (20) BUSINESS DAYS, LANDLORD SHALL SEND TENANT A WRITTEN REMINDER NOTICE AND TENANT SHALL HAVE THREE (3) BUSINESS DAYS FROM RECEIPT OF THE NOTICE TO PROVIDE LANDLORD WITH AN ESTOPPEL CERTIFICATE. If Tenant fails to provide, execute and deliver the Estoppel Certificate either in the form presented to Tenant or with the minimum modifications necessary to reflect the then current situation under the Lease) within the time required shall at Landlord's election be conclusive upon Tenant that: (1)this Lease is in full force and effect and has not been modified except as represented by • Landlord; (2)there are no uncured defaults in Landlord's performance and that Tenant has no right of offset,counter-claim or deduction against rent;and(3)not more than one month's rent has been paid in advance. 10. Landlord's Remedies Right-of Re Entry: If Tenant shall fail to pay any installments of rent promptly on the day when they shall become due and payable, and shall continue in default for a period of thirty (30) days after written notice by Landlord, or if Tenant shall fail to promptly keep and perform any other affirmative covenants of this Lease strictly in accordance with the terms of this Lease and shall continue in default for a period of thirty (30) days after written notice by Landlord of default and demand for performance, then, as often as any such event shall occur, Landlord may (a) pursue any remedy available to Landlord under the laws of Washington State;(a)1b declare the term ended, and enter into the Demised Premises and expel Tenant or any person occupying the same in or upon the Demised Premises and repossess and enjoy the Demised Premises as in Landlord's former estate; and/or (b)�c -re-let the Demised Premises, applying the rent from the new tenant to all amounts due from Tenant on this Lease_. .d T,,......t ..hall be _ ble for-no mere than the balane'�t maybe do h l Anything contained in this Lease to the contrary notwithstanding, if any default shall occur other than in the payment of money, which cannot with due diligence be cured within a period of thirty (30) days, and Tenant, prior to the expiration of thirty (30) days from and after the giving of the notice, commences to eliminate the cause of such default, then Landlord shall not have the right to declare the term ended and/or relet the Demised Premises by reason of such default. It is understood and agreed that the Landlord's remedies hereunder are cumulative and the Landlord's exercise of any right or remedy due to a default or • breach by Tenant shall not be deemed a waiver of,or to alter,affect or prejudice any right or remedy which Landlord may have under this Lease or by law. 11. Holding Over: If Tenant desires to continues to occupy the Demised Premises after the last day of the term, or after the last day of any extension of the term, tenant will request in writing one hundred twenty (120) days in advance of the lease or option period expiration. Landlord will have thirty (30) days to respond in writing. The monthly rental for the month-to-month tenancy created by the approved hold over will be 1.5 times the last paid monthly rent for each month of the hold over period. _and-handler-d 12. Condemnation: If the whole or any part of the Demised Premises is taken or condemned by any competent authority for any public use or purpose during the term or any extension of this Lease, Tenant reserves unto itself the right to claim and prosecute its claim in all appropriate courts and agencies for an award or damages for such taking based upon its leasehold interest and ownership of buildings, alterations and improvements without impairing any rights of Landlord for the taking of or injury to the reversion. 13 r, • If a part of the Demised Premises shall be taken or condemned which, in the sole and reasonable I judgment of Tenant, is sufficient to render the remaining portion unsuitable for its continued use or occupancy,then Tenant may, at any time, either prior to or within a period of sixty(60)days after the date when possession of the Demised Premises shall be required by the condemning authority, elect to terminate this Lease, or, if an option to purchase the Demised Premises is conferred upon Tenant by any other provision of this Lease, may as an alternative to such termination of this Lease, elect to purchase the Demised Premises in accordance with such purchase option, except that there shall be deducted from the purchase price to be paid for the Demised Premises all of Landlord's award from the condemnation proceeding. If Tenant shall have no right to terminate or if Tenant shall not exercise any option to terminate this Lease or to purchase the Demised Premises,then and in either such event,this Lease shall continue in effect with respect to the portion of the Demised Premises not so taken, except that the annual rent payable shall be reduced by a fraction, the numerator of which shall be the number of square feet taken or condemned, and the denominator of which shall be the square footage of the Demised Premises prior to the taking or condemnation. Tenant will, with all due diligence and at its own cost and expense, repair and restore the Demised Premises or what may remain of it to its former condition, and until the completion of such work, the obligation of Tenant to pay rent and real estate taxes shall abate. 13. Option To Extend: Landlord agrees that the term of this Lease shall be automatically extended for six(6) successive option periods of five (5) years each upon the same terms and conditions as contained in this Lease. No notice or act, whatsoever, shall be required by Tenant to extend this Lease. However, Tenant may, in its sole discretion, elect to do the following by sending written notice to Landlord at least one hundred eighty(180)ninety(90)days prior to the expiration of the primary term or any option period: I (A) terminate this Lease as of the end of the primary term or any option period, whichever is applicable; or (B) exercise all or any part of the remaining options at the time of the notice. The options contained in this Article shall not be affected or terminated by the receipt or rejection of any offers relating to other options, including, but not limited to, rights of first refusal to purchase or lease, if any, contained in this Lease. 14. Tenant's Right of First Refusal to Lease: If at any time during the term of this Lease or within ninety (90)days after the expiration of the term of this Lease, Landlord shall desire to accept a bona fide offer received by it from Dairy Oueen, Burger King, Jack-in-the-Box, Kentucky Fried Chicken (KFC), Taco Bell,Wendy's, Boston Market, In-n-Out, Checkers or Taco Time to lease the Demised Premises for a term commencing at or after the expiration of the term of this Lease or, if Tenant has an option to extend under Article 13, at or after the expiration of the option period(s), Landlord shall notify Tenant of such offer in the manner provided in this Lease for the giving of notice (such notice shall include executed copies of all relevant documents and the name and address of the offeror),and Tenant shall have the right to re-let the Demised Premises upon the terms and conditions of such offer by giving Landlord written notice of its election to do so within thirty (30) days after receipt of Landlord's notice. In the event Tenant fails to notify Landlord of its election within the thirty (30) day period, Landlord shall have the right to lease the Demised Premises to any person upon the terms and conditions contained in such notice to Tenant. Tenant's acceptance or rejection of this offer shall have no effect on Tenant's option to purchase or option to extend, if any. 14 15. .nted below end a notice or action taken•Innerth ght erf st_ef e 1 t. it ++ . ff ++t.' pc �� mob' yr-cu optien-in-any-way7 andlord, er-ba ord`s-he -executers,successors-er a--ate any timed the to er+h: i e e e e o _+e ehe +he Te ed T)_ -_ - anysuc +:.,., et.e off_to en +Le Te.« ., a n_,.r:ses ,._ -- _. r.>,e Ten_• a n_ ___ __ +_ _r_ , J blZu.TG.7 OZ a ITR7'Q3•L�S"42O�DCf21___ _ ai T- u u « held T ndle_a shall Te «a ah:�. (30) ae -_+:.. .riti. ere eh off forth th_ then h tL f s+ Y t + Y La +1 T D e _the be efe el «te _.Lich _ tL_ ubject ' p d-e -sam .ch Ta a eea aL a at y T «d a ff e+ «d T dl r of a emised-remises- hall be-bound-b erms erg--ase7—Ter e . ell .«mod t-ef-bene€ci a interest if the-Demised bene€vial-i terest i Isierred,'lea -stab-laves upon the,-same-cond ons d-notice ke-co ui firs+ ption to purchase the D d D L f t + _. f tL T a D r r s � YLsrc Tf any of the r e «+: a T al _a shelf t + bl a Li , • + + a courtesy and other rights-ewe-respective spouses -if any nd free om all-encumbrance ---hats-e-e- w th-a-reeerdable-restrictive-eevenant pursuant-to Article 4( n addition, in :e-E eise-e -such options,all moni shall be placed �� t an eserei ee-efT design do «d +he settle «a er+he _� a «d +he +e Te _halt _1_ -t_ , , er a�eptable +e Tenant it.. . el f r.. brought aewn to+he date er the closingr T a less or damage+e+he extent er+he« h h r d r e+ li T dl d� +'+1 Settlement of the purch d + T + h ll b d +h' et. (90) a f reni #herd to of exercise. Taxes utili+ a' • , , e , • Tenant shall h +h h++ t + F_+he + r ti a L i b , , 15 in the event there area b t_ th t .-th: T � e t t f r c l Premisesaura QGTJIrG.TCO'�QlGIIRJ J ..h..11 c ntret .7 an s Y1JVd th .7+ L ff 15. Trade Fixtures, Machinery and Equipment: Landlord agrees that all trade fixtures, machinery, equipment, furniture or other personal property of whatever kind and nature kept or installed in the Demised Premises by Tenant or Tenant's subtenants shall not become the property of Landlord or a part of the realty no matter how affixed to the Demised Premises and may be removed by Tenant or Tenant's subtenants, in their discretion, at any time and from time to time during the entire term of this Lease and - any extensions. Upon request of Tenant or Tenant's assignees or any subtenant, Landlord shall execute and deliver any real estate consent or waiver forms submitted by any vendors, lessors, chattel mortgagees or holders or owners of any trade fixtures, machinery, equipment, furniture or other personal property of any kind and description kept or installed in the Demised Premises by any subtenant setting forth the fact that Landlord waives, in favor of such vendors, lessors, chattel mortgagees or any holders or owners, any lien, claim, interest or other right superior to that of such vendors, lessors, chattel mortgagees, owners or holders. Landlord shall further acknowledge that property covered by such consent or waiver forms is personal property and is not to become a part of the realty no matter how affixed to it, and that such property may be removed from the Demised Premises by the vendors, lessors, chattel mortgagees, owners or holders at any time upon default by the subtenant in the terms of such chattel mortgage or other similar documents, free and clear of any claim or lien of Landlord. 16. Recording: Tenant and Landlord agree to execute and record a short form or memorandum of this Lease as soon as Tenant has obtained an approved survey and legal description of the Demised Premises including appurtenant easements, if any. The cost of all documentary stamps, conveyancing or transfer taxes and recording fees shall be paid equally by the parties. If, after recording of the Memorandum of Lease, this Lease is terminated. Landlord and Tenant shall promptly record a Termination of Lease. If Tenant fails to execute a termination notice within fifteen (15) days of its delivery. LANDLORD SHALL PROVIDE TENANT WITH A WRITTEN REMINDER NOTICE AND TENANT SHALL HAVE FIVE (5) DAYS FROM RECEIPT OF THE NOTICE TO PROVIDE LANDLORD WITH A TERMINATION OF LEASE DOCUMENT. IF TENANT FAILS TO PROVIDE LANDLORD WITH THE TERMINATION OF LEASE DOCUMENT WITHIN THE REQUIRED TIME FRAME, Landlord shall be deemed authorized to execute and record such termination notice on Tenant's behalf. NOTWITHSTANDING THE FOREGOING, IF TENANT IN GOOD FAITH BELIEVES THAT THE LEASE IS NOT TERMINATED, LANDLORD SHALL NOT BE DEEMED AUTHORIZED TO EXECUTE AND RECORD SUCH TERMINATION NOTICE ON TENANT'S BEHALF UNTIL SUCH TIME AS THE MATTER IS RESOLVED AND TENANT PROVIDES LANDLORD WITH WRITTEN NOTIFICATION OF SUCH RESOLUTIONL. 18. Subordination or fu tL + '♦ 'll 'tt .7 ,l T. T + + h J sa trust deed a a , L A + b b b b J 16 17 Miscellaneous Provisions: A. Invalidity: If any term or provision of this Lease or the application to any person or circumstance shall, to any extent, be invalid or unenforceable, the remainder of this Lease, or the application of such term or provision to persons whose circumstances other than those as to which it is held invalid or.unenforceable, shall not be affected. • B. Successors,etc.: The terms, conditions and covenants of this Lease shall be binding upon and shall inure to the benefit of each of the parties, their heirs, personal representatives, successors or • assigns, and shall run with the land; and where more than one party shall be lessors under this Lease, the word "Landlord" whenever used in this Lease shall be deemed to include all lessors jointly and severally. C. Writing: No waivers, alterations or modifications of this Lease or any agreements in connection with this Lease shall be valid unless in writing duly executed by both Landlord and Tenant. D. Construction: The captions appearing in this Lease are inserted only as a matter of convenience and in no way define, limit, construe or describe the scope or intent of such paragraphs of this Lease or in any way affect this Lease. Any gender used shall be deemed to refer to any other gender more grammatically.applicable to the party to whom such use of gender relates. The use of singular shall be deemed to include the plural and, conversely,the plural shall be deemed to include the singular. E. Notice: If at any time after the execution of this Lease, it shall become necessary or convenient for one of the parties to serve any notice, demand or communication upon the other party, such notice, demand or communication shall be in writing signed by the party serving notice, sent by registered or certified United States mail, overnight mail or facsimile (with hard copy to follow by overnight mail, return receipt requested and postage prepaid. If intended for Landlord, the notice shall be addressed to: Renton Village Associates 800 Fifth Avenue Suite 3700 Seattle,WA 98104-3122 If intended for Tenant,the notice shall be addressed to : One McDonald's Plaza Oak Brook,Illinois 60521 Attention: Director, Development Team Legal Department or such other address as either party may have furnished to the other in writing as a place for the service of notice. Notwithstanding the foregoing, a notice sent to Landlord at the address to which rental payments are being sent at the time of the notice shall be deemed adequate for the purpose of exercising any option right contained in this Lease, including, but not limited to, purchase options, 17 r.r rights of first refusal and options to terminate, if any. Any notice so mailed shall be deemed to have been given as of the time it is deposited in the United States mail or other carrier. 18_.Conflicts of Interest: Landlord and(if Landlord is not an individual)the party(ies) executing this Lease for or on behalf of Landlord, or as a representative of Landlord,•hereby represent that, to the best-of his/her/their knowledge,he/she/they, or any person connected directly or indirectly with Landlord is/are not (an) agent(s), employee(s), servant(s), supplier(s), licensee(s) or officer(s) of Tenant or any subsidiary, affiliate or parent corporation thereof, or related to any agent, employee, servant, supplier, licensee or officer of Tenant or any subsidiary, affiliate or parent corporation. The parties executing this Lease acknowledge that the foregoing representations are and shall be relied upon by Tenant as inducement to enter into this Lease. 19. Authority to Sign: No employee or agent of Tenant (other than an authorized officer) has authority to make a lease or any other warranty, representation, agreement or undertaking. The submission of this document for examination and negotiation does not constitute an offer to lease or a reservation of or option for the Demised Premises, and this document will become effective and binding only upon execution and delivery by Landlord and an authorized officer of Tenant. All negotiations, considerations, representations and understandings between the parties are incorporated in this document and may be modified or altered only by agreement in writing between the parties, and no act or omission of any employee or agent of the parties or any broker, if any, shall alter, change or modify any of the provisions of this Lease. The parties executing this Lease on behalf of Landlord and Tenant represent that they have authority and power to sign this Lease on behalf of Landlord and Tenant. 20. Attorneys Fees: If either party is required to bring or maintain any action (including assertion of any counterclaim or cross-claim, or claim in a proceeding in bankruptcy, receivership or any other proceeding instituted by a party hereto or by others), or otherwise refers this Lease to any attorney for the enforcement of any of the covenants, terms or conditions of this Lease, the prevailing party in such action shall, in addition to all other payments required herein, receive from the other, all the costs incurred by the • prevailing party, including reasonable attorneys' fees, and such costs and reasonable attorneys' fees which the prevailing party incurred on any appeal. 21. Late Charges: Tenant hereby acknowledges that late payments by Tenant to Landlord in rent or other sums due hereunder will cause Landlord to incur costs not contemplated by this Lease, the exact amount of which will be extremely difficult to ascertain. Such costs include, but are not limited to, processing and accounting charges, and late charges which may be imposed upon Landlord by terms of any mortgage or deed of trust covering the Demised Premises or Shopping Center. Accordingly, if any installment of minimum rent, additional rent, adjustments or any sum due from Tenant, except for the first monthly payment of RENT AND THE FIRST MONTHLY PAYMENT AFTER LANDLORD HAS NOTIFIED TENANT IN WRITING OF A change of payee, shall not be received by Landlord within twenty (20) days after the date such sum is due under this Lease, then Tenant shall pay automatically to Landlord a late charge equal to five percent (5%)of the amount past due,plus any attorneys' fees incurred by Landlord by reason of Tenant's faiure to pay rent and/or other charges when due hereunder. Any such late charge shall be added to the next rent due under the Lease. The failure to pay any such late charge with the next installment shall be considered a default under this Lease. For the purpose hereof the term 18 "past due"shall mean rents or other sums which are due but not received on or before the first of the month or as otherwise provided herein. The parties hereby agree that such late charges represent a fair and reasonable estimate of the cost that Landlord will incur by reason of the late payment by Tenant. Acceptance of such late charges by the Landlord shall in no such event constitute a waiver of Tenant's default with respect to such overdue amount, nor prevent Landlord from exercising any of the other rights and remedies granted hereunder. 22. Waiver: A waiver of any breach or default shall not be a waiver of any subsequent breach or default. Landlord's or Tenant's consent to or approval of any subsequent similar act by the other. The acceptance by Landlord of any rental or other payments required hereunder with knowledge of-the breach • of any of the covenants and.conditions of this Lease by Tenant shall not be construed as a waiver of any such breach. The acceptance by Landlord of any sum less than that which is required to be paid by Tenant hereunder shall, unless Landlord specifically agrees otherwise in writing, be deemed to have been received only on account of the obligation for which it is paid, and shall not be deemed an accord and satisfaction. notwithstanding any other provision to the contrary written on any check or contained in any letter of transmittal. 23. Arbitration: In the event a dispute arises hereunder, such dispute shall be submitted to arbitration in accordance with the terms and conditions of this paragraph. Such arbitration shall be before one (1) disinterested arbitrator if one can be agreed upon, otherwise before three (3) disinterested arbitrators, one named by the Landlord, one by the Tenant, and one by the two thus chosen;provided, that if said two arbitrators cannot agree upon a third arbitrator within fifteen (15) days, then said third arbitrator shall be appointed by the presiding fudge of the State Court sitting in the county in which the Premises is located upon motion of either Landlord or Tenant. A "disinterested arbitrator" shall be a person who shall not have a direct or indirect financial interest in the decisions to be made by the board of arbitrators and who shall not be an officer, director, employee, or agent of Landlord or Tenant. The arbitrator or arbitrators shall determine the controversy in accordance with the laws of the State in which the Premises is located as applied to the facts found by him or them,and in accordance with the rules of the Uniform Arbitration Act. The arbitrator or arbitrators designated and acting under this Lease shall make his or their award in strict conformity with such rules and shall have no power to depart from or change any of the provisions thereof. All arbitration proceedings hereunder shall be conducted in the City in which the Premises is located. The appointment of arbitrators shall be signified in writing by each party to the other. If the Landlord and Tenant shall fail to so appoint an arbitrator for a period of fifteen (15) days after written notice from the other party to make such appointment, then THE OTHER PARTY SHALL SEND THE PARTY FAILING TO APPOINT AN ARBITRATOR A WRITTEN REMINDER NOTICE AND THE PARTY FAILING TO APPOINT THE ARBITRATOR SHALL HAVE FIVE (5) DAYS FROM RECEIPT OF NOTICE TO APPOINT AN ARBITRATOR. IF THE ARBITRATOR IS NOT APPOINTED WITHIN THE FIVE (5) DAY PERIOD, THEN the arbitrator appointed by the party not in default hereunder shall appoint a second arbitrator, and the two so appointed shall appoint a third arbitrator. The arbitrator or arbitrators. after being duly sworn to perform his or their duties with impartiality and fidelity shall proceed to determine the question or questions submitted. The decision of the arbitrator or arbitrators shall be rendered within thirty (3) days after their appointment, and such decision shall be in writing and in duplicate, one counterpart thereof to be delivered to each of the parties hereto. The award of the arbitrator or arbitrators shall be binding and final and conclusive on the parties. and judgement on such award rendered may be entered in any court having jurisdiction thereof. Fees of the arbitrator or arbitrators and the expenses incident to the proceedings shall be borne equally between Landlord and Tenant. Fees of the respective counsel engaged by the parties, and 19 ram_ 6,44 fees of expert witnesses or other witnesses called by the parties shall be paid by the respective party engaging such counsel or calling or engaging such witnesses. 24, Addenda and Exhibits: This Lease includes the following Addenda and/or Exhibits, which shall take precedence over conflicting provisions (if any)of this Lease,and are made an integral part of this • • 20 Lease and fully incorporated by reference: Exhibit A(Legal Description of Demised Premises,Parcel I,and Shopping Center,Parcel II)) Exhibit A-2 (Sketch) Exhibit B- (Legal Description of Non-Building Setback Area) Tax Addendum Common Area Charge Addendum • Shopping Center Lease Addendum LANDLORD AND TENANT, by their execution below, indicate their consent to the terms of this lease. LANDLORD: Renton Village Associates TENANT: McDonald's Corporation EAL) By: Vice President • (SEAL) Landlord's Federal Taxpayer Identification Number: I 91-1385061 • 21 Exhibit A LEGAL DESCRIPTION (INSTRUCTIONS: Use deed legal description, if available, and sketch. All easements to be reserved or granted by Landlord must also be described. If lot and block numbers are used, a subdivision map or sketch must be attached.) PARCEL I- The Demised Premises: • That portion of lot "C", city of Renton lot line adjustment no. LLA-001-88, recorded under recording nos. 8911139006 and 9004099029, records of King County,Washington, described as follows; and as depicted on the sketch Exhibit A-2 Commencing at the northeast corner of said lot "C", thence north 77°28'26" east 203.55 feet along the northerly line thereof to the beginning of a curve concave northerly having a radius of 3,869.71 feet; Thence easterly 184.70 feet along said curve and northerly line through a central angle of 02°44'05"to the true point of beginning;thence continuing easterly 150.00 feet along said curve and northerly line through a central angle of 02°13'15'; Thence south 00°31'47"east 213.20 feet; Thence south 89°28'13" west 144.29 feet to a point which bears south 00°31'47" east from the true point of beginning; Thence north 00°31'47"west 172.35 feet to the true point of beginning. The parcel described above contains 27,750 square feet(0.637 acre),more or less. Situate in the city of Renton, King County,Washington. Together with an easement for ingress, egress, utilities and parking over the following described shopping center property: _ PARCEL II -Renton Village Shopping Center: That portion of Block 12, C.D. Hillman's Earlington Garden Addition Division No. 1 as recorded in Volume 17 of Plats, Page 74, Records of King County,Washington, together with portions of vacated 96th Avenue South, vacated 9th Avenue South and the vacated alley between 9th Avenue South and 9th Place South, all vacated under Ordinance 2051 of the City of Renton and that portion of the northeast quarter of Section 19, Township 23 North, Range 5 East, W.M. in King county, Washington, more particularly described as follows: • Commencing at the northeast corner of the southwest quarter of said northeast quarter; thence South 01°04'08"West along the east line of said southwest quarter, a distance of 250.02 feet; thence North 89°44'02"West, a distance of 18.28 feet to the TRUE POINT OF BEGINNING; 22 thence continuing North 89°44'02" West, a distance of 111.05 feet to a tangent curve to the right having a radius of 245 feet; thence northwesterly along said curve through a central angle of 48°01'02",an arc distance of 205.32 feet; thence North 41°43'00",a distance of 201.41 feet to a tangent curve to the right having a radius of 245 feet; thence northerly along said curve through a central angle of 41°11'18", an arc distance of 176.12 feet; thence North 01°35'52"West,a distance of 13.79 feet to a point on the south line of land described in lease to Standard Oil Company of California dated January 21, 1964; thence North 89°28'13" East, along said south line, a distance of 10.09 feet to the southeast corner of said land; thence North 00°31'47" West along the east line of said land; a distance of 211.12 feet to the southerly margin of Grady Way (also known as Secondary state Highway No. 1-L) being 100 feet in width as presently established; thence northeasterly along said south margin, North 77°28'26" East, a distance of 203.55 feet to a tangent curve to the left having a radius of 3,869.71 feet; thence along said curve through a central angle of 11°14'08", an arc distance of 758.84 feet to a point on the west line of land described in Exhibit "A" of quit Claim Deed under King County recording No. 8208270355; thence leaving said south margin of Grady Way, South 01°04'08"West along said west line, a distance of 840.76 feet to the north margin of Renton Village Place as conveyed to the City of Renton under King County Recording No. 5475310; thence North 89°44'02"West,a distance of 372.42 feet along the north margin of said Renton Village Place to the east margin of vacated said 96th Avenue South; thence South 01°04'08" West along said east margin, a distance of 60.01 feet to the southwest corner of said Renton Village Place; thence North 89°44'02"West,a distance of 48.28 feet to the TRUE POINT OF BEGINNING. EXHIBIT A-1 23 Kam. 7 '"A': �T^ r • ..+Y` �.--. -"wC ice_ ,i i CB i 10R ` r • �•.• , �Ti/ CGR �rr de !'\ �SPA ML QIN:. gfOW' ' __ she o . • 12 r. .� r•h�- - if % ...•• . • 1511 B• T G :.▪ ° i'' •• 1 •-• 1 (2.695 S.F.) r,.-.Ty �. p�'.0• •42•-2• -f�,1X-er=10•-D'i _• II 10Y-0* wa ` L1 S, • PARCc, • e •.v- .. w `o o vS" (Err. • CD • r UJ O ... •Y ..r'• MF ' ,J - ..T.. .'.� ' I ' {� �� r PARCEL 1 �•' NEW FINE NIORANT I - 1 N /LOCATION , G • • T ' 0 I• r •` �r�� MR I I 2R 5 89.28'13' W 144.29' so'—Dr 1 l2s-0• f-1-2-9-I B STALLS•9'-0• mmi •B'-0• IACCE55 \ 7.7-0• I •1 ETQSTNG FM ASS' TO NE RELOCATED (- • ' erhr 'y._r ' • SJS 06ir. • VACATED eaR.O.W. • 3,74 r SuELECT TO EIOSTWIG ASPHALT SERER WTSTA11AT1od- • PAVING\ MR ORD.NO.2051 r ) • tt. ,• • •Jce / .......-. . iiiiTi ..,.. - EXHIBIT A-2 I • - 24 _y .b'iTE PLAN . April 15, 1996 Project No. 96004 LEGAL DESCRIPTION . NON-BUILDING SETBACK AREA THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001.88, RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 77°28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02°44'05"; THENCE SOUTH 00°31'47" EAST PARALLEL TO THE WEST LINE OF SAID LOT "C" A DISTANCE OF 100.00 FEET; THENCE SOUTH 87°49'25" WEST 378.94 FEET TO THE WEST LINE OF SAID LOT THENCE NORTH 00°31'47" WEST ALONG SAID WEST LINE 25.89 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. • ••.• 1E. 5 f46o ® '~e fir' ' !r•" • t tp. • 444 ti • L LA Ito Ems 03 /7 8 EXHIBIT "B" 25 • 1/44. TAX ADDENDUM THIS.IS AN ADDENDUM TO A LEASE dated-May 15, 1996 between Renton Village Associates, (Landlord) and McDonald's Corporation, (Tenant). 1. Except as provided in Paragraph 5 below, Tenant shall .pay as set forth below all general real estate taxes imposed at any time during the term or any extension of this Lease, upon or against the Demised Premises, including the land and all buildings, furniture, fixtures, equipment and improvements now or later located on the property, lawfully assessed either in the name of the Landlord, fee owner or Tenant. For purposes of this Tax Addendum only, the term "Demised Premises" shall not be deemed to include any easement areas outside of Parcel 1. Tenant's obligation to pay taxes shall commence to accrue on the date that Tenant's restaurant facility opens for business. Tenant shall not be responsible for any special assessments levied prior to or during the term of this Lease. 2. In addition to the rent due under Section 3 of this lease, and commencing on the rent commencement date (or the date the restaurant ovens for business), Tenant shall nay to Landlord in monthly installments together with rent the amount equal to 1/12 of Tenant's prorata share of real estate taxes imposed annually or otherwise payable during the term of this Lease, upon the land legally described as Parcel II in the Addenda of this lease. Tenant's pro rata share of its tax liability for the current year is 0.045%.betrieller-d tc al men ant t, eia ,+'es Landlord- a unab1 + b t is + e assessment, and the tax bill covering the Demised Premises shall include property in calculated in the following manner: (A) in the case of land, if there is no ceparate assessffient-fer--the-lunil-eempfisiag-the-Demised-Premises, the numerator of the fraction shall be the land area of the Demised Premises, and the denominator of the fraction shall be the total land area of the property covered by the tax bill; (B) in the case of buildings€ there is no separate assessment for the building(s) on the Demised Premises, the numerator of the fraction shall be the area of the building(s) on the Demised Premises, and the denominator of the fraction shall be the total area of all buildings located on the property covered by the tax bill. Tea nt shahyaj ..�h it., s th f + r (45) a ft a n Landlord netifie Te n of th. -t th of a f. s1_e T. _tl f t,_ e tip I the nt Te �+ r n r„- pt + fault of enant pays-a penalty, UZZ , Tenant shai be ntitie to et the t r + t , t Landlord agrees to pay the tax bill for the entire (Shopping Center) when due. In no event shall Tenant be liable for interest penalties unless Tenant fails to pay its pro rata share. In the event Tenant, for any reason except the fault of the Tenant, pays a penalty, Tenant shall • 26 be entitled to deduct the amount from subsequent rental payments. Landlord agrees to furnish to Tenants, after the payment of each installment of Landlord's current year tax obligation for the shopping center, a copy of Landlord's receipted tax bill indicating proper payment within 30 days after such payment. If Landlord fails to pay its current tax liability to the taxing authorities and/or fails to furnish to Tenant a copy of the receipted tax bill indicating proper payment as aforesaid, Tenant, in addition reserves other remedies it may have under this lease, shall be entitled to withhold the monthly tax payments otherwise payable to Landlord until Tenant is furnished with proof that.Landlord's current tax liability to the taxing_authorities has been paid. 3. A prorata adjustment shall be made with respect to the commencement and ending of Tenant's tax liability if the commencement or ending of Tenant's liability does not coincide with the tax year. 4. Tenant shall have the right, in its own name or in the name of Landlord, to make and prosecute application(s) for abatement of taxes or appeals for correction of assessments relating to the Demised Premises only, and Landlord agrees to cooperate fully with Tenant in this regard. Landlord agrees to sign all necessary instruments in connection with such application or appeal and, in addition, hereby appoints Tenant its agent-in-fact for purposes of such signature, which.shall be an agency coupled with an interest. Landlord shall not settle any such application or appeal without Tenant's prior written approval in each instance. 5. Notwithstanding anything contained in this Lease, Tenant shall not be under obligation to pay any part of any franchise, excise, estate, inheritance, income or similar tax which is or may become payable by Landlord or which may be imposed against Landlord or against the rents payable under this Lease or upon the income or profits of Landlord by reason of any law now in force or later enacted. With regard to betterments and special assessments attributable to and levied or assessed against the Demised Premises, Landlord and Tenant agree that they shall be paid for over the maximum period allowed by law and the Tenant shall be obligated to pay only those installments which fall due during the term of this Lease and as it may be extended. Tenant shall not be liable for any special assessment or similar tax, levied, assessed, imposed or approved prior to the term of this Lease. Landlord agrees to give Tenant prompt notice of any special assessment proceedings to allow Tenant to oppose such assessments. Landlord's Initials Tenant's Initials • 27 COMMON AREA CHARGE ADDENDUM This Addendum is attached to and forms a part of the Ground Lease with attached Shopping Center Lease Addendum, ("Lease") dated May 15-, 1996, between Renton Villages Associates (Landlord), and I McDonald's Corporatio t(Tenant). The Landlord and Tenant agree as follows: Paragraph 3D of the Shopping Center Lease Addendum relating to Tenant's proportionate share of Common Area Maintenance charges is deleted and the following is added in its place: A. Commencing upon the date Tenant's obligation to pay rent commences or upon the date the parking areas and common areas are completed,whichever is later,Tenant agrees to pay a proportionate share of the Expense of maintaining and repairing a)the utilities serving the Demised Premises,and b)the parking and common areas of the Shopping Center, (other than common areas located within any building) as such Expense is defined below. The proportionate share shall be determined by taking the ratio of the ground floor area of Tenant's building to the total gross leasable area on all levels of all of the buildings within the Shopping Center (including kiosk space) which area contains 92,570 square feet. If,for any reason, additional buildings not shown on Exhibit B are at any time constructed within the Shopping Center, the percentage shall be appropriately adjusted as of the date such additional buildings are completed. The Expense shall be defined to be the costs and expenses as determined in Paragraphs "B"through"E"below. B. The costs and expenses shall be limited to Landlord's expenses reasonably and equitably attributable to a) the operating, maintaining, repairing,policing and cleaning of the parking and common areas as provided in the Shopping Center Lease Addendum, b)the real estate taxes(exclusive of interest and penalties for late payment) on the common areas (other than common areas located within any building), and c) such part of the insurance premiums on policies Landlord is obligated to carry pursuant to the Shopping Center Lease Addendum. C. Landlord's cost of maintaining, operating and repairing the common areas shall exclude any costs or expenses for structural repairs and repairs or replacements made necessary by Landlord's non-compliance with governing codes,by-laws, regulations and ordinances related to the construction of the Shopping Center and costs or expenses related to cleaning up hazardous wastes or soil contamination problems of any type not caused by Tenant and shall also exclude generally any item of a capital nature. In no event shall original construction costs be included. Tenant shall not be liable for replacement costs of any item to the extent that the depreciation or amortization of any such item has been, or is, reflected in the total costs and expenses of the maintenance, operation and repair of the common areas. D. Landlord shall deduct in each calendar year from the total of such costs and expenses, any amounts recovered by it from insurers of damage claims relating to the common areas and any amounts recovered from third parties, other than insurers, on account of any such claims for damages to common areas. Landlord shall likewise deduct from such total any amounts collected by it on account of Shopping Center parking lot rentals. E. In addition to the costs and expenses above, Landlord shall be entitled to charge to Tenant its proportionate share of the cost and expense of administering the common areas of the Shopping Center(other than common areas located within any building). In no event shall the total of such costs of administering, for the purposes of this Lease, exceed ten percent (10%) of the total of the amounts chargeable to Tenant under Paragraphs "B", "C" and "D" of this Addendum. In addition, no administration fee shall be paid for costs related to real estate taxes,depreciation,amortization and insurance. F. Tenant shall pay its proportionate share of the Expense in equal monthly installments. Landlord may, at the commencement of the term make a reasonable estimate of the Expense for the first calendar year and Tenant shall pay its proportionate share of the Expense for such calendar year on the basis of such estimate. Within sixty (60) days after the end of each calendar year, Landlord shall forward to Tenant a statement, certified correct by Landlord's auditors, showing in reasonable detail the Expense for the immediately preceding calendar year. Such statement shall, according to circumstances, be accompanied either by reimbursement of any over-payment by 28 Tenant or by an invoice for any under-payment which shall be payable in full within twenty-one (21) days of receipt. After the first calendar year, Tenant shall make monthly payments to Landlord on account of Tenant's proportionate share of such Expense in an amount based on the actual Expense for the previous calendar year. G. Tenant shall have the right to examine the books and records of Landlord within 60 days after receiving Landlord's statement. In the event there is a discrepancy in the Expense set forth in Landlord's statement, Tenant shall have the right to adjust its proportionate share accordingly and pay the lesser amount, and Landlord shall reimburse Tenant for the cost of the audit if the discrepancy is more than 5% of the stated Expense. Notwithstanding any other provisions in this Lease to the contrary, in no event shall Tenant's proportionate share of the above expenses exceed$10,000 the-during any applicable term year. • • Landlor s Initials Tenant's Initials • • • 29 67.7 SHOPPING CENTER LEASE ADDENDUM THIS ADDENDUM is attached to and forms a part of that certain Lease dated February 26, May 15, 1996, between Renton Vill ge Associates ("Landlord") and McDonald's Corporation ("Tenant"). • 1. DESCRIPTION OF PROPERTY A. Under the terms of this Lease, Landlord leases to Tenant the real property with improvements and appurtenant easements, if any, described as "Parcel 1" in Exhibit A. B. This property is located on a portion of a shopping center (the "Shopping Center") as shown on the plan/survey of the Shopping Center dated Sentember, 1987, and attached as Exhibit B. This property, along with the following described easements, are collectively referred to in this Lease as "Demised Premises." The parties agree to execute an Amendment incorporating the exact legal description of the Demised Premises based upon the certified survey provided for in this Lease. C. The legal description of the Shopping Center (excluding Parcel 1) is described in Exhibit C and is shown on Exhibit B as "Parcel 2." 2. EASEMENTS A. Landlord hereby grants to Tenant a non-exclusive easement, appurtenant to Parcel 1, to use all of those portions of Parcel 2 designated as common areas, parking areas and driveways on Exhibit B, for ingress/egress and parking purposes during the entire term of this Lease and any extension, for the benefit of the Tenant, its invitees, licensees, assigns, subtenants and patrons, in common with all other tenants of the Shopping Center. Landlord agrees to maintain a parking ratio of not less than five (5) parking spaces per one thousand (1,000) square feet of leasable area, or other ratio mutually agreeable; and the parking areas, common areas and drives located within two-hundred (200) feet of Parcel 1, as shown on Exhibit B, shall not be changed without Tenant's consent, which consent shall not be unreasonably withheld or delayed. Tenant may, with Landlord's prior written consent, which consent shall not be unreasonably withheld or delayed, erect curbs and install landscaping in order to define Parcel 1 and Parcel 2. B. Landlord hereby grants to Tenant non-exclusive easements, appurtenant to Parcel 1, to use portions of Parcel 2 as may reasonably be required now or in the future by the Tenant for the installation, maintenance and repair of sewer, water, gas, electric utilities and related facilities. If any of these utilities are supplied, installed or otherwise controlled by the Landlord, Landlord grants Tenant, its successors and assigns, the right to use coupled with its easement, such utilities and related facilities; and Landlord covenants and agrees to maintain the utility lines in good condition and repair for the Tenant. 30 C. Landlord hereby grants to Tenant a non-exclusive easement and license, appurtenant to Parcel 1, to tap into and use the storm sewer lines and related facilities located on Parcel 2 for the purpose of draining any and all surface water runoff from Parcel 1 and the improvements which may, from time to time, be located on Parcel 1. - , drain its s .face . ater onto Pa.-ce1 2 D. In the event that Tenant acquires fee title to the Demised Premises pursuant to the terms of this Lease, the easements and right to use the utility lines and related facilities • conveyed in this Lease shall be perpetual. In such event, Landlord agrees to deliver to Tenant at closing, a recordable document to convey such easements and rights. E. The title insurance requirements contained in this Lease shall apply to these easements, and Landlord and Tenant agree to cooperate to obtain non-disturbance agreements, consents, waivers and other agreements from lien holders, mortgagees, tenants and any other party with superior rights that might interfere with the rights, duties and obligations contemplated by this addendum. 3. MAINTENANCE OF PARKING AND COMMON AREAS A. During the entire term of this Lease and any extension, Landlord shall maintain and repair the entire parking and common areas shown on Exhibit B. This obligation on the part of Landlord to maintain the parking and common areas in good condition and repair shall, without limiting the generality, include the following: (1) Maintaining the surfaces in a level, smooth and evenly covered condition with the type of surfacing material originally installed or of similar quality, use and durability; and (2) Removing all papers, debris, snow, ice, filth and refuse and thoroughly sweeping the areas to the extent reasonably necessary to keep the areas in a neat, clean and orderly condition; and (3) Placing; keeping in repair and replacing any necessary appropriate direction signs, markers and lines; and operating, keeping in repair and replacing, when necessary, such artificial lighting facilities as shall be reasonably required; and (4) Maintaining any perimeter walls and retaining walls in a good condition and state of repair; and (5) Maintaining all landscaped areas, making such replacements of shrubs and other landscaping as is necessary, and keeping such areas at all times adequately weeded, fertilized and watered. 31 B. During the term of this Lease, Landlord shall have the right to enact reasonable rules for all tenants concerning the conduct and operation of the parking and common areas. Landlord agrees to prohibit its employees and employees of other tenants of the Shopping.Center from parking on Parcel 1 or within 50 feet of Parcel 1. C. In the event that Landlord fails, after 10 days prior written notice, to repair and maintain the parking and common areas and utility lines and related facilities, Tenant may, at its option, cure Landlord's defaults and deduct its•costs from rental subsequently accruing. D. Notwithstanding the above, it is specifically understood and agreed that Tenant shall have no obligation or liability whatsoever in connection with the ownership, maintenance or management of the parking areas, malls and common areas involved, and that Landlord shall manage, operate and maintain the parking areas, malls and common areas or cause such to be done on its behalf, and that Landlord, or its nominee, shall provide and maintain, at its cost and expense, during the entire term of this Lease, and as it may be extended, an insurance policy or policies which will insure Tenant against injury to persons occurring in, on or about the parking areas, malls and common areas. The liability under such insurance shall be not less than One Million Dollars ($24,000,000) for any one accident and One Hundred Thousand Dollars ($100,000) for property damage. Landlord shall cause to be issued to Tenant proper certificates of insurance evidencing that the above covenants of the Landlord have been complied with, and such certificates shall provide that if the underlying insurance is canceled or changed during the policy period, the insurance carrier will notify the Tenant at least twenty (20) days prior to such cancellation or change. 4. CO TENANCY If any of the following described tenants in the Shopping Center cease to operate a 1,.,.ines� . der t e�i present trade-name-fo period in exee'ss s€six s, t ien d-to pay only-50% e€-the--mont rlyre rt�rd-ill ether , and r utatien i.. the busi.. + shallti If, after one year from the date that one or more of ouch tenants cease to operate, o months, Tenant reserves the right to terminate this Lease. If, however, Tenant's gross 0 • 32 4. LOT LIGHTS Landlord agrees that the lot lights located within 100 feet of Parcel 1 shall be lit during the morning and evening hours while the Tenant's business is open, as natural light availability dictates. Tenant shall have the right to approve any changes or alterations to the lot lights located within 100 feet of Parcel 1 during the term of this Lease or any extension. - Ike Landlord's Initials Tenant's Initials ATTACHMENTS: Exhibit A - Legal Description of Parcel 1 Exhibit B - Plan/Survey of Shopping Center Exhibit C - Legal Description of Parcel 2 • • 33 LEGAL DESCRIPTION (INSTRUCTIONS: Use deed legal description, if available, and sketch. All easements to be reserved or granted by Landlord must also be described. If lot and block numbers are used, a subdivision map or sketch must be attached.) - PARCEL I: • That portion of lot "C", city of Renton lot line adjustment no. LLA-001-88, recorded under recording nos. 8911139006 and 9004099029, records of King County,Washington, described as follows; and as depicted on the sketch Exhibit A-2 Commencing at the northeast corner of said lot "C", thence north 77°28'26" east 203.55 feet along the northerly line thereof to the beginning of a curve concave northerly having a radius of 3,869.71 feet; Thence easterly 84.70 feet along said curve and northerly line through a central angle of 02°44'05" to the true point of beginning;thence continuing easterly 150.00 feet along said curve and northerly line through a central angle of 02°13'15"; Thence south 00°31'47"east 213.20 feet; Thence south 89°28'13" west 144.29 feet to a point which bears south 00°31'47" east from the true point of beginning; Thence north 00°31'47"west 172.35 feet to the true point of beginning. The parcel described above contains 27,750 square feet(0.637 acre),more or less. Situate in the city of Renton, King County,Washington. • EXHIBIT A 34 Insert Shopping Center Plan EXHIBIT B 35 LEGAL DESCRIPTION PARCEL II: That portion of Block 12, C.D. Hillman's Earlington Garden Addition Division No. 1 as recorded in Volume 17 of Plats,Page 74, Records of King County,Washington,together with portions of vacated 96th Avenue South, vacated 9th Avenue South and the vacated alley between 9th Avenue South and 9th Place South, all vacated under Ordinance 2051 of the City of Renton and that portion of the northeast quarter of .Section 19, Township 23 North, Range 5 East, W.M. in King county, Washington, more particularly • described as follows: - Commencing at the northeast corner of the southwest quarter of said northeast quarter; thence South 01°04'08"West along the east line of said southwest quarter,a distance of 250.02 feet; thence North 89°44'02"West, a distance of 18.28 feet to the TRUE POINT OF BEGINNING; thence continuing North 89°44'02" West, a distance of 111.05 feet to a tangent curve to the right having a radius of 245 feet; thence northwesterly along said curve through a central angle of 48°01'02",an arc distance of 205.32 feet; thence North 41°43'00", a distance of 201.41 feet to a tangent curve to the right having a radius of 245 feet; thence northerly along said curve through a central angle of 41°11'18", an arc distance of 176.12 feet; thence North 01°35'52"West,a distance of 13.79 feet to a point on the south line of land described in lease to Standard Oil Company of California dated January 21, 1964; thence North 89°28'13" East, along said south line, a distance of 10.09 feet to the southeast corner of said land; thence North 00°31'47" West along the east line of said land; a distance of 211.12 feet to the southerly • margin of Grady Way (also known as Secondary state Highway No. 1-L) being '100 feet in width as presently established; thence northeasterly along said south margin, North 77°28'26" East, a distance of 203.55 feet to a tangent curve to the left having a radius of 3,869.71 feet; thence along said curve through a central angle of 11°14'08", an arc distance of 758.84 feet to a point on the west line of land described in Exhibit "A" of quit Claim Deed under King County recording No. 8208270355; thence leaving said south margin of Grady Way, South 01°04'08"West along said west line, a distance of 840.76 feet to the north margin of Renton Village Place as conveyed to the City of Renton under King County Recording No. 5475310; EXHIBIT C-1 • 36 • thence North 89°44'02"West, a distance of 372.42 feet along the north margin of said Renton Village Place to the east margin of vacated said 96th Avenue South; thence South 01°04'08" West along said east margin, a distance of 60.01 feet to the southwest corner of said Renton Village Place; thence North 89°44'02"West, a distance of 48.28 feet to the TRUE POINT OF BEGINNING. • • • • • EXHIBIT C-2 37 A7%) City, State: Renton,Washingtc Address: Grady Way L/C: 046-0257 ACKNOWLEDGMENT-McDONALD'S (Attestation required) STATE OF ILLINOIS ) ) SS: COUNTY OF DUPAGE ) I, , a Notary Public in and for the county and state aforesaid, DO HEREBY CERTIFY that , Vice-President and Assistant Secretary of McDonald's Corporation, a Delaware corporation, who are personally known to me to be the same persons whose names are subscribed to the foregoing instrument as such Vice-President and Assistant Secretary appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act as such Vice-President and Assistant Secretary respectively and as the free and voluntary act of said corporation for the uses and purposes therein set forth. Given under my hand and notarial seal,this day of , 19 My commission expires Notary Public ACKNOWLEDGMENT-McDONALD'S (No attestation required) STATE OF ILLINOIS ) ) SS: COUNTY OF DUPAGE ) I, , a Notary Public in and for the county and state aforesaid, DO HEREBY CERTIFY that , Vice-President of McDonald's Corporation, a Delaware corporation, who is personally known to me to be the same person whose name is subscribed to the foregoing instrument as such Vice-President appeared before me this day in person and acknowledged that he signed, sealed and delivered the said instrument as his free and voluntary act as such Vice-President and as the free and voluntary act of said corporation for the uses and purposes therein set forth. Given under my hand and notarial seal,this day of , 19 My commission expires Notary Public r64dev\newsites\rengrady\lease . • CHRISTINE A. PRICE ACKNOWLEDGMENT-INDIVIDUAL STATE OF Ylc: F}if:STt� NeTgRi' =o__ M, W t* .!§glen EiPi 9 5=0-111 STATE OF ah V 1 ) ) SS: COUNTY OF 1 vV Y t) ) 1, P�)/Z/l�Gei , a Notary P blic in d r the county state aforesaid, DO HEREBY CERTIFY • that UC ed. of �r / e— who (i�are) personally known to me to be the same person(s) whose name(s) (i(are) subscribed to the foregoing instrument appeared before me this day in person and acknowledged that(he)(she)(they) signed, sealed and delivered the said instrument as (his)(her)(their)free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal,this day of (A(../✓1-e. , 19 74v. My commission expires '" 2 7- `8 Notary Public ACKNOWLEDGMENT-CORPORATE STATE OF ) ) SS: COUNTY OF ) 1, , a Notary Public in and for the county and state aforesaid, DO HEREBY CERTIFY that , President and , Secretary of , a(n) corporation, who is personally known to me to be the person whose name is subscribed to the foregoing instrument as such President, appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act as such President and Secretary respectively and as the free and voluntary act of said corporation for the uses and purposes therein set forth. Given under my hand and notarial seal,this day of , 19 My commission expires Notary Public • r64dev\newsites\rengrady\lease -39- GEOTECHNICAL ENGINEERING STUDY PROPOSED MCDONALD'S RESTAURANT SOUTH GRADY WAY RENTON, WASHINGTON E-7262 May 28, 1996 PREPARED FOR MCDONALD'S CORPORATION RECEIVED JUN 2 5 1996 Dou as S::.Lynne f°(.....* Staff Engineer DEVELOPMENT PLANNING CITY OF RENTON R C •~ yitr, . a.._ Kyle R. Campbel' P. . x= Manager of Geotechnic: l'g7 • •a" 'R AL�g�J nt; g ; EXPIRES III1s1i.(.. Earth Consultants, Inc. 1805 - 136th Place Northeast,:Suite 201 Bellevue, Washington 98005 (206) 643-3780 , Ir. 'ORTANT INFORMATIOr ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor.As troublesome as overall subsurface conditions,-their likely reaction to subsurface problems can be,their frequency and extent proposed construction activity,and appropriate founda- have been lessened considerably in recent years, due in tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified,and no subsurface exploration program, no The following suggestions and observations are offered matter how comprehensive,can reveal what is hidden by earth, rock and time.The actual interface between mate- to help you reduce the geotechnical-related delays, • cost-overruns and other costly headaches that can rials may be far more gradual or abrupt than a report occur during a construction project. indicates.Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the - unanticipated, but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING impact. For this reason, most experienced owners retain their REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage,to iden- tify variances,conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed,and to recommend solutions to problems A geotechnical engineering report is based on a subsur- faceencountered on site. exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors.These typically include: the general nature of the structure involved, its size and CAN CHANGE configuration;the location of the structure on the site and its orientation; physical concomitants such as Subsurface conditions may be modified by constantly- access roads, parking lots,and underground utilities, changing natural forces. Because a geotechnical engi- and the level of additional risk which the client assumed neering report is based on conditions which existed at by virtue of limitations imposed upon the exploratory the time of subsurface exploration,construction decisions program.To help avoid costly problems,consult the should not be based on a geotechnical engineering report whose geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo- which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. = advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise, your geotechnical engineering report should not natural events such as floods,earthquakes or ground- be used: water fluctuations may also affect subsurface conditions •When the nature of the proposed structure is and,thus,the continuing adequacy of a geotechnical changed, for example, if an office building will be report.The geotechnical engineer should be kept erected instead of a parking garage, or if a refriger- apprised of any such events, and should be consulted to ated warehouse will be built instead of an unre- determine if additional tests are necessary. frigerated one; •when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE structure is altered; PERFORMED FOR SPECIFIC PURPOSES •when the location or orientation of the proposed AND PERSONS structure is modified; •when there is a change of ownership,or Geotechnicaltengineers' reports are prepared to meet •for application to an adjacent site. the specific needs of specific individuals.A report pre- Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- which may develop if they are not consulted after factors consid- quate for a construction contractor,or even some other ered in their report's development have changed. consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the dient involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose,or by the dient ARE PROFESSIONAL ESTIMATES for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical only at those points where samples are taken,when engineer. No person should apply this report for any purpose they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. 411(1)t Geotechnic-II Engineers.GeologistssultantsEnv& ironmental Scientists May 28, 1996 E-7262 McDonald's Corporation 10220 Northeast Points Drive, Suite 300 Kirkland, Washington 98033-7865 Attention: Ms. Nancy L. Heck Dear Ms. Heck: We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed McDonald's Restaurant, South Grady Way, Renton, Washington." This report presents the results of our field exploration, selective laboratory tests, and engineering analysis, as well as geotechnically related recommendations for the proposed site development. The purpose and scope of our study was outlined in our April 30, 1996 proposal. Based on the subsurface conditions encountered at the above referenced site, it is our opinion that the proposed restaurant should be supported by driven piles. If you or your consultants have any questions about the content of this report, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. • c/c_ - Kyle R. Campbell, P. E. Manager of Geotechnical Services DSL/KRC/kml 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 Bellevue(206)643-3780 Seattle(206)464-1584 FAX(206)74-608-60 Tacoma(206)272-6608 TABLE OF CONTENTS E-7262 PAGE INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 2 Surface 2 Subsurface 2 Groundwater 3 Laboratory Testing 3 DISCUSSION AND RECOMMENDATIONS 3 General 3 Site Preparation and Grading 4 Foundations 5 Slab-on-Grade Floors 6 Seismic Design Considerations 6 Excavations and Slopes 7 Site Drainage 8 Utility Support and Backfill 8 Pavement Areas 9 LIMITATIONS 9 Additional Services 10 APPENDICES Appendix A Field Exploration Appendix B Laboratory Testing ILLUSTRATIONS Plate 1 Vicinity Map Plate 2 Boring Location Plan Plate 3 Typical Utility Trench Backfill Plate Al Legend Plates A2 through A9 Boring Logs Plate B1 Grain Size Analysis Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED MCDONALD'S RESTAURANT SOUTH GRADY WAY RENTON, WASHINGTON E-7262 INTRODUCTION General This report presents the results of the geotechnical engineering study for the proposed McDonald's Restaurant located in the Renton Village Shopping Center on South Grady Way in Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the site and, based on the conditions encountered, to provide geotechnical recommendations for the proposed site development. Project Description At the time our study was performed, the site, proposed structure, and exploratory locations were approximately as shown on the Boring Location Plan, Plate 2. Based on the preliminary plans provided to us, we understand that the site is to be developed with a one-level restaurant in the central portion of the parcel. The remainder of the area is to be asphalt paved parking areas and landscaping areas. Grade modifications are not anticipated to exceed one foot based on site topography and adjacent grades. Structural loading is anticipated to fall within the following ranges, including maximum dead plus live loads: • Wall footings - 2-3 kips per lineal foot • Maximum column loads - 50 kips • Slab loads - 150 pounds per square foot (psf) If the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final construction design. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 2 SITE CONDITIONS Surface The site of the proposed restaurant is located west of the State Route 104 and First Street intersection in Kingston, Washington (see Plate 1, Vicinity Map). The parcel encompasses about 0.64 acres. The site is bounded to the north by South Grady Way, to the east and south by existing asphalt paved parking lot, and to the west by an abandoned bank building. The site is currently developed as part of the abandoned bank with the drive-through banking facility located just to the west of the proposed restaurant. The majority of the site is asphalt paved parking and drive areas with associated landscaping. In the north central portion of the parcel, there are several utility vaults surrounded by a short rockery. The rockery is less than about four feet in height. Subsurface The site was explored by drilling three borings at the approximate locations shown on Plate 2. Detailed descriptions of the conditions encountered at each location explored are presented on the boring logs, Plates A2 through A9. A description of the field exploration methods is included in Appendix A. Below is a generalized description of the subsurface conditions encountered. Our subsurface exploration encountered three to four and one-half feet of medium dense to dense fill consisting of silty sand with gravel (Unified Soil Classification SM). Underlying the fill, our exploration indicates the native soils consist of loose to very loose silt and silty sand and soft peat to a depths of twenty-seven (27) to thirty-four (34) feet below grade. Peat was observed in a four and one-half foot thick layer in boring B-1 at a depth of eleven and one-half feet. In Boring B-2, a distinct layer of peat was not observed; however, peat lenses were observed in the very loose silts. Soft, silty peat was observed in B-2 at a depth of twenty- seven and one-half (27.5) feet. Medium dense well graded sand was observed in boring B-2 between depths of twenty (20) and about twenty-seven (27) feet. Beneath the loose and soft native soils, the native soils become medium dense to dense silty sand and poorly graded sand with silt. Based on the observed conditions, it appears that the site is underlain by sediments deposited primarily in overbank deposits resulting from flooding of the filled Cedar River. Overbank deposits typically consist of interbedded silt, silty sand and peat. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 3 Groundwater Groundwater was observed in all three borings during our subsurface exploration at depths ranging from nine (9) to twelve (12) feet. It is important to note that groundwater levels are not constant; thus, one may expect fluctuations in the volume and location depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, groundwater seepage is greater during the wetter winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classifications were supplemented by index tests, such as sieve analysis, and by moisture content tests on representative samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring log or on a separate data sheet contained in Appendix B. However, it is important to note that these test results may not accurately represent the overall in-situ soil conditions; our geotechnical recommendations are based on our interpretation of these test results. The soil samples for this project will be discarded after a period of fifteen (15) days following completion of this report, unless we are otherwise directed in writing. DISCUSSION AND RECOMMENDATIONS - General Based on the results of our study, it is our opinion that the site can be developed generally as planned provided the recommendations contained in this report are incorporated into the final design. Due to the potential for relatively high settlements if the building is supported by conventional foundations, a pile foundation should be used to support the building loads. More detailed recommendations are contained within the following sections of this report. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 4 This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of the . McDonald's Corporation and their representatives. No warranty is expressed or implied. It is recommended that this report, in its entirety, be included in the project contract documents for the information of the contractor. Site Preparation and Grading Asphalt pavement in the building area, or in areas to receive fill, should be broken into pieces less than six inches in diameter. After crushing into pieces, the asphalt may be left in place and used as structural fill. Surfaces where fill or pavements are to be placed should be proofrolled. All proofrolling should be performed under the observation of a representative of ECI. Soil in any loose or soft areas, if recompacted and still excessively yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base. The soils exposed in our borings are moisture sensitive due to their fines content. As such, in an exposed condition they may become disturbed from normal construction activity when in a wet or saturated condition. Once disturbed, and in a wet condition, they will be unsuitable for support of foundations or pavements. Therefore, during construction where these soils are exposed and will support new structures, care must be exercised not to disturb their condition. If disturbed conditions develop, the affected soils must be removed and replaced with a structural fill. The depth of removal will be dependent on the level of disturbance developed during construction. Structural fill is defined as any compacted fill placed under foundations, roadways, slabs, pavements, or any other load-bearing areas. Structural fill under foundations should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum 90 percent of its maximum dry density in accordance with ASTM Test Designation D-1557-78 (Modified Proctor). The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density, except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 5 Laboratory tests indicate the majority of soil expected to be exposed in excavations has between 9 and 46 percent fines and a natural moisture content ranging from 5 to 23 percent. In our opinion, the drier soil appears suitable for use as a structural fill in its present condition. The wetter soil may require aeration in order to lower the moisture content of the soil to near optimum. Should the moisture content increase significantly above optimum and not be able to be dried back, the wet soil should either be removed from the site or used in landscaping areas. Structural fill which is to be placed in wet weather should consist of a granular material with a maximum size of three inches and no more than 5 percent fines passing the No. 200 sieve, based on the minus 3/4-inch fraction. During dry weather, most compactible non-organic soil can be used as structural fill. It is recommended that any structural fill planned for on site use be submitted for approval prior to import. Foundations In our opinion, the most suitable foundation type given the site conditions is a driven pile system. The driven piles would develop their capacity through friction between the soil and pile and from end bearing in the dense native soils at a depth of about forty feet. We suggest the use of timber piles due to their ease of handling, and availability. However, concrete or steel piling may also be considered. Driven timber piles should consist of treated Class B timber piles. The piles should be driven into the dense silt layer. The piles should conform to the specifications outlined in the Uniform Building Code Standard 25-12 for friction and end bearing piles. Timber piles should have a minimum tip diameter of eight inches and a maximum taper of one inch in ten feet. For piles driven to refusal, a maximum axial design capacity of twenty-five (25) tons may be used. An uplift capacity of four tons may be used for a single pile penetrating into the silt. No reduction in pile capacity is necessary if the piles are installed with a minimum center to center spacing of three pile diameters. The piles should be driven to refusal with a hammer having a rated energy of fifteen thousand (15,000) foot pounds. Refused is defined as twenty-five (25) blows per foot. The piles should be marked in one-foot increments, with lengths painted on every five feet to facilitate the recording of blow counts during driving. The tips and butts of all piles should be banded with two bands at each location to reduce the potential of pile damage during driving. Earth Consultants, Inc. • GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 6 Total settlement of single piles is estimated to be on the order of one-half inch. Most of this settlement should occur during the construction phase of the project as the dead loads are applied. The remaining settlements would develop after construction as the-live loads are applied. The horizontal loads can be resisted by the pilings, friction between the base of the pile caps and grade beams and the supporting soil, and by passive soil pressure acting on the face of the buried portion of the pile caps and grade beams. A lateral pile capacity of 1 kip may be used for driven timber piles. The foundations must be poured "neat" against the existing soil or backfilled with a compacted fill meeting the requirements of structural fill: • Passive pressure = 300 pcf equivalent fluid weight • Coefficient of friction = 0.40 Note that the above values include a factor of safety of 1 .5. Slab-on-Grade Floors Floor slabs should be structurally supported by the driven pile foundation. The slab should be provided with a minimum of four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane may be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Seismic Design Considerations The UBC earthquake regulations contain a static force procedure and a dynamic force procedure for design base shear calculations. Based on the encountered soil conditions, it is our opinion that a site coefficient of 1 .5 should be used for the static force procedure, as outlined in Section 1628 of the 1994 UBC. For the dynamic force procedure outlined in Section 1629 of the 1994 UBC, the curve for Soft to Medium Clays and Sand (Soil Type 3) should be used on Figure 16-3, Normalized Response Spectra Shapes. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 7 Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. The effects of liquefaction may be large total and/or differential settlement for structures with foundations founded in the liquefying soils. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid for short periods of time. To have potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sands and silt); it must be loose to medium-dense; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. It is our opinion that the liquefaction potential at the site is relatively high due to the relative grain size distribution of the soils encountered and the presence of a near surface groundwater table. However, liquefaction would have a minimal effect on the proposed building if it is supported on piles as recommended. Excavations and Slopes In no case should excavation slopes be greater than the limits specified in local, state and federal safety regulations. As described in the current Occupational Safety and Health Administration (OSHA) regulations, the native soils and existing fills would classify as Type "C". Therefore, temporary cuts greater than four feet in height, should be sloped at an inclination no steeper than 1 .5H:1V. If slopes of this inclination, or flatter, cannot be constructed, or if excavations greater than twenty (20) feet in depth are required, temporary shoring may be necessary. This shoring would help protect against slope or excavation collapse, and would provide protection to workmen in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria, if requested. We do not anticipate the construction of any permanent slopes at the site due to the current development of the. site. In any case, all permanent slopes should be inclined no greater than 2H:1V. If this inclination cannot be maintained, we should be contacted to review the design and construction criteria. We also recommend that all cut slopes be examined by Earth Consultants, Inc. during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve the stability, including flattening of slopes or installation of drainage. In any case, water should not be allowed to flow uncontrolled over the top of any slopes. The above information has been provided solely as a service to our client. Under no circumstances should the above information be interpreted to mean that this office is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 8 Site Drainage Groundwater was observed in all three borings during our subsurface exploration at depths ranging from nine (9) to twelve (12) feet. Groundwater should not create any construction related problems unless the site is developed during periods of heavy precipitation or if deep utilities are planned. If groundwater is encountered in any excavations during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. It is recommended that the appropriate locations of subsurface drains, if needed, be established during grading operations by this office, at which time the seepage areas, if present, may be more clearly defined. The site should be graded such that surface water is directed off the site. Water should not be allowed to stand in any area where structures, slabs or driveways are to be constructed. During construction, loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades should allow for drainage away from the structure's foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten feet away from the structures in landscape areas. This gradient may be reduced to two percent in paved areas. Utility Support and Backfill Based on the soil conditions encountered, the soils expected to be exposed by utility excavations should provide adequate support for utilities. Should deep utilities be planned, some recompaction, or replacement, of the soils encountered in the bottom of the trenches may be required. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Fill should be carefully placed and hand tamped to about twelve (12) inches above the crown of the pipe before any heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve (12) inches. A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 3. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 9 Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a. properly prepared subgrade for pavements, we recommend the subgrade be treated and prepared as described in the Site Preparation and Grading section of this report. This means at least the top twelve (12) inches of the subgrade should be compacted to 95 percent of the maximum dry density (per ASTM 1557-78). It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. We recommend the following pavement section for lightly loaded areas: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (ATB) material. Heavier truck-traffic areas will require thicker sections depending upon site usage, pavement life and site traffic. As a general rule, you may consider for truck-trafficked areas the following sections: • Three inches of AC over six inches of CRB, or • Three inches of AC over four inches of ATB. Asphalt concrete (AC), asphalt treated base (ATB), and crushed rock base (CRB) materials should conform to WSDOT specifications. All rock base should be compacted to at least 95 percent of the ASTM D-1557-78 laboratory test standard. LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses,the design information provided to us by you, and our experience and engineering judgement. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 10 The recommendations submitted in this report are based upon the data obtained from the borings. Soil and groundwater conditions between borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to re-evaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services This office will be available to provide consultation services relating to review of the final design and specifications to verify that our recommendations have been properly interpreted and implemented in the approved construction plans and specifications. In addition, it is suggested that this office be retained to provide geotechnical services during construction to observe compliance with the design concepts and project specifications, and to facilitate design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. It should be noted that it is generally in the best interests of the owner/client to maintain the same Soils Engineer during construction in order to obtain the project objective, with optimum quality control. Earth Consultants, Inc. . ��� / ;HaaS AV Sid y " IV sA € '= c' a g Z s, IV' ROE— RAYMOND 2 • AV SW I ,, 700 ` p �• . =CLAW AY s &ITH ° w -- -----v —,--- - R5E ----1,�• -0 r AY = y——_ J -, �r w 4 SENECA SENECA H H ' I�ti gi AV L SW - III AV SW 00 511..... . rrb� _ —1te/ 70D -' �' - Sw iSTEVENS AY `_ V ;1 . L Av �y �\ linAv sv I L ND AV y N RaMirlirgl s A. ,i, lir4 ilt{i VA4LEY RIB I\Ili 171 y "''f , CI- _ • ni n : — _ 04 n ' g1. J _ ~ , / AV LAKEPil 3 i�<3r : a`., N Ma� �r IN I •" AV rn I N 1r `a •i- �.t+: ;e r y I �I .� Iw 5���, 11`I N Q V1 40o, +v CO �•: •�. �.. T; I� S Av ;+ Ilft, 00 �I '"V _, -AV o �� CD ., S a ? w msncss Tay NORRIS AV S 1 .•\ .0. ..c ^ �� ©�� ®' 200 L OGAN AI If m•A `bly, , ` SNITIERS AV'y BOT .H rn ITHERS \ g pati�`�ji AV /� - • 6 a h �� fi:� 41 r A cali.l�. 1 !`! .?�! J �/ „ ® A� n _ / S.TL s of © NOSN39` • N1 T' s -) `®airy ii� S CEDAR AV $ 4„, �� a ip CEDAR I� ?► .In , la1 Ta"�"��f Ay 1 ' SE Ln -� S S I S GRANT '^ AV S �`. ,, \ t :.�'. ., , g zy 500 3 -_.AV SE 4 .. ro` I ti pail HIGH' AV S / ! \ �� AY N SAY a .% i6600 I �+- Tao ' SO '-O iR 1 I o JONES� AV S• �a ;^*.t- ,'. i� �� \ Iowa 0 O 23 •SE YY JOHES AlS 35 , .. ;✓ �'a':--, :: :[�., ' 1 r> „r to to 03 109TH 3 AV SE g+ ,r „ .0 0 6 ,i:. D�1 1" 77 SE l m S •�'; §0108 !1 S•.. Ia a sl �y� %` �� ©` B Nf .< 7 fD " I ua[otJt s .cui¢r�� % yi.`:'.r . V \�', ���� O Q. fl o, wncuY WC m A Li a tt i 1� :'` ;,r,", .nr`=,r 1 1 �NTEREy DR NE ,I �� c� c 0 111TH AV SE • __ +tiagiir r 'a' . 1�_ 0D _.} N c -- .0..---�640a-E_—_ w I = --4ra. , '` el se ��'mac, " r:, .'-a'4, - /'z s+ 'kit !• m BRONSON E `G ` !Fy Av_ SE 1131a1 AV SE 1 nsi 'tor rR'oo' OVINE CTSEf ,�' -.Ilp0 �Ii a Q E " 114111 AY SE I A y`h4`�4 4 ° ,�' �� 'VA/vZ of ,:— AV 9� SE _ , sE AV ';• ^ PIOca l6800 ueiHrl.f,-k r`n " i, 1 117THY AY SEA' fi.`; jf R�rge 41. p-1P � ! DMOND AVM �m • -' N j oru ay.utit 1 • ! • ela' `c"1`' �,�. ', V aic'HI •-a Z° -V^] 8 II '�J N ^ I m E .! .r M "sa $ ~I,9TH AV SE $ �/ '` �ie� i t to 2otx al 2-+r, 120TH AV SE se "a i •k ' t h • .. ,. _ j { S A ' r/J a -i 121ST AY SE/ 12ISTE p / "11 N 4,4.-" •'y .Y.O P1'.Ij��•..: IE / IH INKS FL SE _ I:7ty.r —'N ►V SE �+ S• GI;WI NI Proposed Sign _ Existing 13.3 Utility Vaults • I cZr-sr" Rock Wall •- ' B-2 1. &1 1 • LEGEND B-1 Approximate Location of ECI Boring, Proj. No. E-7262, May 1996 Proposed Building Approximate Scale i---, Existing Building o 15 30 60ft. d�P; Ear: ���►� Boring Location Plan wr y`,I Earth Consultants •InC. Proposed McDonald's Restaurant Geotechnical Engineers.Geologists&Environmental Scientists Renton, Washington Proj. No. 7262 I Drwn. GLS' I Date May '96 Checked DSL I Date 5/21/96 I Plate 2 Non-Load Supporting Floor Slab or Areas Roadway Areas A I;67.:':4.740.q.a.:14"3"eittrig,f4 I . ,y° o0 : o Varies o ° 00 o 9 0 0 0 5 o o o Minimum 1 Foot inim u m V A Ba ckfill kfill Vari es es • ri. •QO:.Oo . oo;Le:o Bedding Q° ° ° g• P.•e'obQ;:O'Q°•;•. ..o ;:00; •.G.`C Varies -00 ow �' On oo..�.�O o o0'.0004 'TJ•o• • 'o 2n0�o° O•�e �r11),; o°0•"Qmd;;Oa o•o�ooa LEGEND: Asphalt or Concrete Pavement or Concrete Floor Slab 7°.0 0000 . o . o• Base Material or Base Rock Backfill; Compacted On-Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General ~-± Earthwork Section of the Attached Report Text. 95 Minimum Percentage of Maximum Laboratory Dry Density as Determined by ASTM Test Method D 1557-78 (Modified Proctor), Unless Otherwise Specified in the Attached Report Text. �: Bedding Material; Material Type Depends on Type of Pipe and ;;0..M0' Laying Conditions. Bedding Should Conform to the Manufacturers Recommendations for the Type of Pipe Selected. Jp W� 4*\ TYPICAL UTILITY TRENCH FILL Mug 111I � Earth Consultants Inc. Proposed McDonald's Restaurant Gi°olrc'hni[a1 Fs(knrrrs.Grologists&Environmental Scirnlius Renton, Washington Proj. No. 7262 I Drwn. GLS !Date May '96 Checked DSL I Date 5/21/96 I Plate 3 APPENDIX A E-7262 FIELD EXPLORATION Our drilling exploration was performed on May 8, 1996. Subsurface conditions at the site were explored by drilling three borings to a maximum depth of fifty-four (54) feet below existing grade. The borings were drilled by Associated Drilling using a truck-mounted drill rig. Continuous-flight, hollow-stem augers were used to advance and support the boreholes during sampling. The approximate boring locations were determined by pacing from existing on-site landmarks. The locations of the borings should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring Location Plan, Plate 2. The field exploration was continuously monitored by an engineer from our firm, who classified the soils encountered and maintained a log of each boring, obtained representative samples, and observed pertinent site features. In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D-1586. The split spoon samples were driven with a one hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N-value". This value helps to characterize the site soils and is used in our engineering analyses. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. All samples were visually classified in accordance with the Unified Soil Classification System which is presented on Plate Al, Legend. Logs of the borings are presented in the Appendix on Plates A2 through A9.The final logs represent our interpretations of the field logs and the results of the laboratory tests on field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Earth Conaukanta, Inc. MAJOR DIVISIONS GRAPH LETTER SYMBOL SYMBOL TYPICAL DESCRIPTION d ca GW Well-Graded Gravels,Gravel-Sand And Clean Clean Gravels N Q n Q n a nGra gw Mixtures,Little Or No Fines Gravelly (little or no fines) IIIM GP Poorly-Graded Gravels,Gravel- Coarse Soils • • • Grained gp Sand Mixtures,Little Or No Fines Soils More Than p GM Silty Gravels,Gravel-Sand- 50% Coarse Gravels With 1161 gm Silt Mixtures Fraction Fines(appreciable Retained On amount of fines) GC Clayey Gravels, Gravel-Sand- No.4 Sieve •14 gc Clay Mixtures Sand o ' SW Well-Graded Sands, Gravelly And Clean Sand o 0' o 0 SW Sands; Little Or No Fines Sandy (little or no fines) d;q>. -:a,;;q;r:� Soils '�''"`Nti: SP Poorly-Graded Sands, Gravelly More Than FQ; w4.J pr**:•:, 50% Material R:;<� Sp Sands, Little Or No Fines Larger Than x::: ;s5 ;.: No.200 Sieve More Than = 50% Coarse Sands With -_ ' SM Sm Silty Sands, Sand Silt Mixtures Size Fraction Fines(appreciable , SievePassing No.4 amount of fines) r;;:>;:.;:. ;<? ' SC SC Clayey Sands, Sand-Clay Mixtures ML Inorganic Silts&Very Fine Sands,Rock Flour,Silty- ml Clayey Fine Sands;Clayey Silts w/Slight Plasticity Fine Silts Inorganic Clays Low To Medium Plasticity, Grained And Less Than Limit Than50 ) CL CI Gravelly Clays, Sandy Clays, Silty Clays, Lean Soils Clays I II I I Organic Silts And Organic 1 I I I I I i I I I OL OI Silty Clays Of Low Plasticity MH Inorganic Silts,Micaceous Or Diatomaceous Fine More Than I mh Sand Or Silty Soils 50% Material Silts Smaller Than And Liquid Limit CH Inorganic Clays Of High No.200 Sieve Clays Greater Than 50 AI /// Ch Plasticity, Fat Clays Size /. OH Organic Clays Of Medium To High „� Oh Plasticity, Organic Silts Highly Organic Soils `I `.! `��' IPT Peat, Humus, Swamp Soils I, ,‘/„%i, � t, pt With High Organic Contents - Topsoil 'y y,,4, Humus And Duff Layer ♦♦♦♦♦♦ Fill ♦♦♦♦♦♦♦♦♦♦♦♦ Hlyhly Variable Constituents i ♦♦♦♦♦♦ The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. DUAL SYMBOLS are used to indicate borderline soil classification. C TORVANE READING,tsf I 2"O.D.SPLIT SPOON SAMPLER qu PENETROMETER READING,tsf W MOISTURE,%dry weight II 24"I.D.RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL pcf DRY DENSITY,lbs.per cubic ft. LL UOUID UMIT,% 2 DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX DURING EXCAVATION t SUBSEQUENT GROUNDWATER LEVEL W/DATE • Earth Consultants Inc. LEGEND ,�I l \ (a uax IuliwI t!ngh•rro,(:uulujL.is&lJ,Y1rQInK11IdI x'u:nrhrs Proj. No. 7262 I Date May'96 I Plate Al Boring Log , 4 Project Name: Sheet of Proposed McDonald's Restaurant 1 3 Job'No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-1 . Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±27' 0 Monitoring Well 0 Piezometer 131 Abandoned,sealed with bentonite o _ No. — 0 .c • 0 73 Surface Conditions: W .o 4- • a c.) .0 Blows it E 11' 4" E N E (90 Ft. ,0_ 31, L. • 33 : (Do, 0 N ••• SM FILL:Brown silty fine SAND with gravel,dense, moist • • • • 1 — • • . • — • ? 2 • • • ••• • , 15.7 36 •••• - • ••• • 4 • • . • — 1 l ::i: 5 SM Dark brown silty fine SAND,loose,wet ML Grades to gray SILT,very loose,wet 182 7 E 6 .:i ••.: ::• ':• 7 45.5 2 89 u, SM Grades to gray silty fine SAND,very loose,water bearing 10 42.8 2 !!i 11 -peat In shoe of sampler PT PEAT,soft,saturated „ 0,„ 0 12 Le. !!e • 106.6 4 s, 0, 0 13 ,. 14 • II ,u, 11. ..12. 15 16 ML Gray sandy SILT,very loose to loose,saturated 17 — — 48.0 4 18 -peat lenses ID • co N • ID AA er4- •Pi; ,i44 Boring Log ril illit .-'ly oh) Earth Consultants Inc. Proposed McDonald's Restaurant UP\ify iiu GeoiedwicamoreeckGeobvelsaiantorirermsciengets Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A2 co Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 2 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 ,_ 5/8/96 B-1 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: t 27' 0 Monitoring Well 0 Piezometer N Abandoned,sealed with bentonite u _ , I _ No. — o — — ra o W z .o 4" • a. u .o Blows s E 04) Ft 1 3 3 IL I M 3 L ea 0 0 0 ‘ Iiini i IS P-SM Gray poorly graded medium SAND with silt,very loose,water bearing 21 "iM* :-•: n Co :::•: 23 52.5 3 ML Gray SILT,very loose,saturated 24 25 26 5 ii i 4 27 SM Dark gray silty fine SAND,dense,water bearing 42.8 42 peat lens I!ip 29 PT Grades to PEAT, medium stiff, saturated rLe %,„ „„ 30 ,Iz g. 31 11!t fr 32 11!. • I, 04 0 33 . 1252 6 L'L 34 Il lI _e !.e 35 %%I, lii 36 — LC LC. I, %;i, %! 37 —2. 38 38.1 18 ML Gray SILT, medium dense,saturated Co 39o• \ co - N in At!!'.1 pli; ,144‘ Boring Log Renton,Washington (, lift.1410 Earth Consultants Inc. Proposed McDonald's Restaurant N $1)1,N;ilf Nrp Cieoiechnical ENtIneas.GeologUms&Emir:menial Scientists 03-1 Proj.No. 7262 own. GLS Date May'96 Checked DSL Date 5/28/96 Plate A3 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 3 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 . DSL 5/8/96 5/8f 96 B-1 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±27' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite o _ No. — o t — H o W Blows a E a + E y E • CO I. V1 41 • Gray SILT, medium dense,saturated 42 -2'of peat in top of sampler SM Gray silty fine SAND with gravel, dense, saturated 15.0 40 . 44 • 45 • 46 • 47 17.7 6 49 50 — 51 52 — 18.E 41 53 — • 54 Boring terminated at 54.0 feet below existing grade. Groundwater table encountered at 9.0 feet during drilling. Boring backfilled with cuttings. Note: Elevations estimated based on interpolation of contours on.Boundary and Topographic Survey at Renton Village Shopping Center by Tim Henson and Associates, Inc.,dated Feb. 1996. ID a \ CO N dr►;. , ay: '1411, Boring Log ei 00 f I Earth Consultants Inc. Proposed McDonald's Restaurant N AO/ I/' \ti6// °'"ect"m'Erg'nee'LG'1""EnvuumgrialsclenwtiRenton,Washington Proj.No. 7262 own. GLS Date May'96 Checked DSL Date 5/28/96 Plate A4 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 1 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-2 Drilling Contactor: Drilling Method: Sampling Method: Associated.Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±28' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite o .• c ! C(.32 Surface Conditions: W BIOws a E a * E rA E (`y') Ft. L ] C V. II7 ? O N H N SM FILL Brown silty fine SAND with gravel, medium dense, moist 4.8 -sample at 0.5 feet from cuttings 2 — • 18.1 1s 3 SM Gray silty fine SAND, medium dense,wet 4 5 23.2 16 • -trace organics at 6' 6 ML Gray SILT, medium dense,wet 7 42.9 4 8 -trace organics 9 SM Grades to gray silty fine SAND,very loose,water bearing 10 Z.- 54.2 4 11 ML Grades to gray SILT with peat lenses,very loose,saturated • 12 • 53.2 13 14 • 15 16 — 17 60.8 4 18 m 19 a \ m N «� 444. Boring Log N flu�>r � i ���a� Earth Consultants Inc. Proposed McDonald's Restaurant N \`1 > i� t���� "1A101g'°em "`Er" ' Renton,Washington Proj.No. 7262 own. GLS Date May'96 Checked DSL Date 5/28/96 Plate A5 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. • Boring Log Project Name: Sheet of • Proposed McDonald's Restaurant 2 • 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 _ 5/8/96 B-2 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: f 28' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite e — w No. t o } — V1 o Blows a E o 1- inin 06) Ft to. 3 c k r > 3 • . O N IA CA '.NAit SP Gray poorly graded fine to coarse SAND, medium dense,water ''c::::>::> : bearing ::.;p;.iii . 0 i. 22 • 16.8 23 [:<s►:;:;..... :.O::i�:::. 24 :o;::::M:>;; :;O.ix'i:'9.:p: :i;iw:°c 27 — -2'of heave(washed out) • . , . , PT Silty PEAT,soft, saturated 90.3 3 +, l'. _� 28 Li. `1/' i, .%i, 11 30 SM Grades to gray silty fine SAND with peat lenses,loose,water bearing 31 — 32 — 48.3 7 ii 7- 34 35 — • 36 • SM Gray silty fine to coarse SAND with gravel, medium dense to dense, water bearing 18.1 32 ? 38 ID : 39 i «��_ Ear: -�4r,�,, Boring Log N �� i� Earth Consultants Inc. Proposed McDonald's Restaurant N 'w)./u�' \ rii .. .i s . Renton,Washington • Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A6 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, • analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 3 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-2 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±28' Monitoring Well 0 Piezometer ad Abandoned,sealed with bentonite u _ • — No. — o -c — 4- • Blows fl a le) (%) 32LL • D 3 O in • • 1/V.3.-fi ; SP-SM Gray poorly graded fine SAND with silt and peat lenses, medium dense,water laeanng 41 '7 42 - A, 25.0 25 44 .1- 45 12I#II 7 46 47 48 — 39 II -no sample recovery Boring terminated at 49.0 feet below existing grade. Groundwater table encountered at 10.0 feet during drilling. Boring backfilled with cuttings. • • • cp. • co ,d0r4.1 pi: 4411. Boring Log tij019 Earth Consultants Inc. Proposed McDonald's Restaurant It ‘iVI! Oeciechnical Menem Geologbis SwIrangrazgal Scientists N ) Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A7 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 1 2 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 , 5/8/96 B-3 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±29' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite w No. i o .c ! en o Surface Conditions: Blows a E a + E OE (96) w a ° u. / M a Ft N s N SM FILL:Brown silty fine SAND with gravel, medium dense, moist — 2 14.4 16 3 ML Gray SILT, medium dense, moist 4 5 17.5 20 6 7 51.4 3 8 -piece of wood debris 9 10 43.1 2 -becomes sandy 11 12 SP Gray poorly graded medium SAND with silt,very loose,water bearing P` 17; 13 128.3 3 PT PEAT,soft, saturated ,, `,,, `, 14 • 15 ,I of, ` • 16 17 — L.t .%1. 52.0 3 18 ML Gray SILT,very loose,saturated m 19 -peat lenses m VI ,0t4 Boring Log N s� Earth Consultants Inc. Proposed McDonald's Restaurant Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A8 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 2 2 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-3 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±29' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite e — No. oL M a E kL t E N E (96) Ft t ] c 6- r 7 ] 14 N Gray SILT,very loose,saturated a,, ,, 21 PT PEAT, medium stiff,saturated it 0, `r 22 Le 2 66.4 18 "Tn. 23 GP Gray,poorly graded GRAVEL with sand, medium dense,water w I bearing 24 Boring terminated at 24.0 feet below existing grade. Groundwater table encountered at 12.0 feet during drilling. Boring backfiilled with cuttings. ko a CO N ,It. }; ,U1�, Boring Log rig �i �a°,7 II Earth Consultants Inc. Proposed McDonald's Restaurant (.4 ��IUf\!F \��// CeobdNalO,�ee�s.Geob�l.�awNiarornmlaoQW.is r Renton,Washington m Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A9 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. • SIEVE ANALYSIS HYDROMETER ANALYSIS • 0 SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S,STANDARD GRAIN SIZE IN MM a N� v ao m p �p O O op 0 0 O p O O M N O O O spy O O Z W Kt M N ^ g— c7 CO r' r N M �t �A tD OD'- N O O O O B. O. O O O O O o �� 100 —Ix ° N N = 90 ~' Nfy( 10 p � rl 1 _o 80 \, 20 i e �• m 1 \\\ o 30m 73 �' P O -i >L z r \::) , cn 1 -n 60 40 Z \ C' F I: \-- a ...- m 50 50 v CO CO o 8 rt.- -< m (o 73 'm_ �., * 40 60 co m \ < ch a • i 30 \t 70 m a _ J � _ L� 0I 0 20 80 -� • a h 10 90 Enro `4 r 0 w I I T I I 1 I I T I I I I I r 1 I 1 1 1 1 I I I I 11 1 1 .��}} pa 100 M 0, 7 0 O O O O O O O O O CO (O V M N .- °� (O M N ' O O O 2 O 3 0 0 O O O O �� D M N o CO (o a CI N GRAIN SIZE IN MILLIMETERS o n Z m O (A COBBLES COARSE FINE COARSE MEDIUM FINE FINES GRAVEL SAND M NJ w CO R= D Boring or DEPTH Moisture c DLo P. KEY Test Pit No. (ft.} USCS DESCRIPTION Content (%) LL PL cn w m --f '�' 0 r r 0 B-1 2.5 SM Brown silty SAND with gravel • 15.7 -- -- -o ET 0 II 0 a--- B-1 17.5 ML Gray sandy SILT 48.0 -- -- ct -- -- �, D B-2 2.5 SM Gray sity SAND 18.1 •— — B-2 22.5 SP-SM GRay poorly graded SAND with silt 16.8 -- -- DISTRIBUTION E-7262 4 Copies McDonald's Corporation 10220 Northeast Points Drive, Suite 300 Kirkland, Washington 98033-7865 Attention: Ms. Nancy L. Heck Earth Consultants, Inc. **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9603227 Amount: 503.52 06/25/96 10:25 Payment Method: CHECK Notation: #4800592 MCDONAL Init: LN Project #: LUA96-075 Type: LUA Land Use Actions Parcel No: 192305-9043 Site Address: 401 S GRADY WY Total Fees: 1,503.52 This Payment 503.52 Total ALL Pmts: 1,503.52 Balance: .00 **************************************************************** Account Code Description Amount 000.345.81.00.0017 Site Plan Approval 500.00 000.05.519.90.42.1 Postage 3.52 **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9603226 Amount: 1,000.00 06/25/96 10:24 Payment Method: CHECK Notation: #10887053 MCDONA Init: LN Project #: LUA96-075 Type: LUA Land Use Actions Parcel No: 192305-9043 Site Address: 401 S GRADY WY Total Fees: 1,503.52 This Payment 1,000.00 Total ALL Pmts: 1,000.00 Balance: 503.52 **************************************************************** Account Code Description Amount 000.345.81.00.0007 Environmental Review 500.00 000.345.81.00.0017 Site Plan Approval 500.00 9dIrO c)/(o -01'5 • � a ::YY Y>r: T:2J i j:i ?j?:^ }} .....YY ` ':: ;{......v 'r ??:? ^.......... : r ? .rr. 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OUR JOB NO. 5825 { ' " ^ '' '.� yam- •s y • • JUNE 10, 1996 /�� r • •• 00 23975 F�S'ONAt� 612 % Prepared By: I EXPIRES 4/(64,7 BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH RECE1VFD KENT, WASHINGTON 98032 (206) 251 -6222 JU aw 2 6 1996 • DEVELOPiVIEF.., PLANNING CITY OF RENTON ¢GHgG0 • /Qc�11IL FZ - y i I CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES TABLE OF CONTENTS I. PROJECT OVERVIEW II. PRELIMINARY CONDITIONS SUMMARY III. OFF-SITE ANALYSIS: A. Upstream Drainage Analysis B. Downstream Drainage Analysis IV. RETENTION/DETENTION ANALYSIS AND DESIGN V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN VI. SPECIAL REPORTS AND STUDIES: A. Geotechnical Engineering Study VII. BASIN AND COMMUNITY PLAN AREAS VIII. OTHER PERMITS IX. EROSION/SEDIMENTATION CONTROL DESIGN X. ADDITIONAL DOCUMENTS A. Bond Quantity Worksheet B. Declaration of Covenant XL MAINTENANCE AND OPERATION MANUAL j 5519.00'[DD/ca] • PROJECT OVERVIEW This project is located on the south side of South Grady Way, and is approximately 300 feet east of Hardie Avenue. This project is also part of the Renton Village Shopping Center, and contains approximately .64 acres of area. Currently, the project is covered almost entirely by asphalt. A portion of this asphalt is used for parking for the adjacent businesses, and the rest of the asphalt was used at one time as a drive through for the adjacent bank. (The existing bank is being demolished by others.) There are also a number of power transformers and telephone vaults located on the site. Since we are matching the existing grade relatively close, these existing features will remain as is. The proposal for this project is to remove the existing drive through and asphalt, and construct a McDonald's restaurant. In doing this, the asphalt area will be decreased and the landscape area will be increased. • • 5825.001 [DD/ps] Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR). WORKSHEET • PART 1 PROJECT OWNER AND • PART 2 PROJECT LOCATION PROJECT ENGINEERAND DESCRIPTION Project Owner M e'[,0f-VAZ,JS CtI7-Ft5 ]phj Project Name Fee4Tb14 ViLukitie McnoNotas Address jom romirT Pe- Va=. KIQgL Location Phone c ?? 7-9700 Township 23 14Project Engineer 44'14_• P. Ec0-4)136, ?E. Range 5 E Company $ t;4IEcINE(G�=S Section I�j Project Size b• ‘04-. AC Address Phone I FZIS 72rJA IMfE 5 4 41 Upstream Drainage Basin Size -8- AC - (Zak)2.*) zZ PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS Subdivision � DOF/G HPA - 0 Shoreline Management El Short Subdivision [] COE 404 El Rockery 0 Grading El DOE Dam Safety El Structural Vaults • oei Commercial IXl FEMA Floodplain 0 Other 0 Other El COE Wetlands El HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community 4 ",N givole vALL0t, Drainage Basin 62. .N on PART 6 SITE CHARACTERISTICS ° 0 River CgiFloodplaih El Stream 0 Wetlands Critical Stream Reach 0 Seeps/Springs Depressions/Swales 0 High Groundwater Table Lake (EI Groundwater Recharge 0 Steep Slopes El tither Lakeside/Erosion Hazard • PART 7 SOILS • • • Soil Type Slopes Erosion Potential Erosive Velocities 5ree ego s 12V.RS R1— l N 5/cf lop4 bFTHIS Fr,t;RSg' 71-Additional Sheets Attatched 1/90 Page 2 of 2 King County•Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT l� Ch.4-Downstream Analysis I--1 Additional Sheets Matched PART 9 ESC REQUIREMENTS - MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION 1 i Sedimentation Facilities IX Stabilize Exposed Surface I?Cl Stabilized Construction Entrance E l Remove and Restore Temporary ESC Facilities IXI Perimeter Runoff Control ('FC) Clean and Remove All Silt and Debris Clearing and Grading Restrictions ET, Ensure Operation of Permanent Facilities ] Cover Practices ] 'Flag Limits of NGPES I� Construction Sequence ] Other 0 Other • • PART 10 SURFACE WATER SYSTEM , • Grass Lined Channel ] Tank [] Infiltration Method of Analysis IXI Pipe System n Vault El Depression (] Open Channel El Energy Dissapator El Flow Dispersal Compensation/Mitigation I] Dry Pond ] Wetland ] Waiver of Eliminated Site Storage 0 Wet Pond ] Stream ] Regional Detention Brief Description of System Operation ScrYONI. W 4,e- P014Ibp WILL- $ .- CW-gc'f sc iv,I tPlJ (Na, T, .SAME, SYSTreM Az7 gisti5i7N4 coNDI T7o?J, Facility Related Site Limitations )] Additional Sheets Attatched Reference Facility Limitation PART11 STRUCTURAL ANALYSIS' • -. • PART 12 EASEMENTS/TRACTS (May require special structural review);• • El Drainage Easement El Cast in Place Vault El Other [xi Access Easement El Retaining Wall - n Native Growth Protection Easement 0 Rockery>4'High 4" n Tract 0 Structural on Steep Slope n Other • ART 14 SIGNATURE OF PROFESSIONAL ENGINEER . I or a civil engineer under my supervision have visited the site.Actual site conditions as observed were incorporated into this worksheet and the attatchments. 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J{,.:::, , .. ,f„. , • ¢ew _ �" .k..1 __TSE fAllagOD BL T 1a9Do s L Zr LTA S� R „.„ �.,1i-ti-x+_.SaiRt. �/]�`iz •„,�`. git sE 6 �+if(.•r4i�_ AI 1 .''..4-_sct 4..1ail.1. :" 1 �wmrr'L—Fg>_ZsWP1�'i ��© 686 'MAPf. .,.esa0na.. ..-3.�C4tit'�g4Y416tOOm"�,.�.s'"-b7B211+L,,� SEE bG cC CCz n � ' if) CC PictEL,. 1 `1 1 m a y 3 C�FtiG z 1 qSN PP o to SOVT AGE p$0 \_ SOUTH 5TH STREET z )°. ST PPUt- a Lu Lai MILWAUKEE z ' " CHICAGO > a • SOU SOUTH 6TH STREET � N_ I p sri v 2 { N 3 0 ° I N co 74 Z O 5 SOUTH 7TH 2 STREET . CITY OF RENTON 530088 ZONE X L. a N ORTHERN GPPo' xRM285 W SOU SME. Q BUR°NGTON x svmol •,m k r �'V ,� ,% g ZONE AH f °1 VOW O :z; SOUTH RENTON VILLAGE PLACE e,,� ����, � � ���i LIMIT OF �~ DETAILED STUDY ZONE ODA (EL 24 �\���'��O Ili:,,,t,;bilit',;31,111 ZONE A �e 47°28'07" i I _ . � .. k. i�Via. _,.,r.ISYI , ' ,.� c EHHt,;3a' Hw<mx. I22°I3'07" JOINS PANEL 0979 II. PRELIMINARY CONDITION SUMMARY Not applicable. 5825.001 [DD/ps] III. OFF-SITE DRAINAGE ANALYSIS The proposed project does not currently received any off-site storm drainage runoff. This is due to the fact that the site is situated higher in elevation than the existing streets and parking lots, causing water to be shed away from the site rather than toward it. There is currently a storm drainage system on site. The majority of the storm drainage runoff that occurs on site is taken into this system. The rest of the on-site runoff that is not contained within the on-site system drains to the south and east into the existing storm drainage system for the Renton Village Shopping Center parking lot. We are proposing to relocate some of the existing catch basins and storm drainage lines on site. However, all of the on-site drainage will drain into the same systems as it currently does. • 5825.001 [DD/ps] IV. RETENTION/DETENTION ANALYSIS AND DESIGN Since this project will provide less asphalt and more landscaping, we are not required to provide any formal detention system, or water quality facilities. We have discussed the detention and water quality issues with City of Renton personnel and determined that they were not needed, since we are decreasing the on-site impervious area. • 5825.001 [DD/ps] V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Enclosed are typical calculations necessary for sizing the pipe facilities proposed on this project. The rational method and Mannings formula were used for the sizing purposes. The conveyance pipes have been sized to accommodate a 25-year storm occurrence level at a flowing-full condition. The intent of the pipe system within the parking lot is to convey the stormwater runoff into the existing pipe system. • 5825.001 [DD/ps] VI. 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IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor.As troublesome as overall subsurface conditions,.their likely reaction to subsurface problems can be, their frequency and extent proposed construction activity,and appropriate founda- have been lessened considerably in recent years,due in, tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, . The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified,and no subsurface exploration program, no The following suggestions and observations are offered matter how comprehensive,can reveal what is hidden by to helpearth, rock and time.The actual interface between mate- :to you reduce the geotechnical-related delays, rials may be far more gradual or abrupt than a report cost-overruns and other costly headaches that can indicates.Actual conditions in areas not sampled may occur during a construction project.' differ from predictions. Nothing can be done to prevent the unanticipated,but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING . . impact. For this reason, most experienced owners retain their REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage,to iden- tify variances,conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed,and to recommend solutions to problems encountered on site. A geotechnical engineering report is based on a subsur- -face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors..These typically include: the general nature of the structure involved, its size and CAN CHANGE configuration;the location of the structure on the site and its orientation; physical concomitants such as Subsurface conditions may be modified by constantly- access roads, parking lots, and underground utilities, changing natural forces. Because a geotechnical engi- and the level of additional risk which the client assumed neering report is based on conditions which existed at - by virtue of-limitations imposed upon the exploratory the time of subsurface exploration,construction decisions program.To help avoid costly problems,consult the should.not be based on a geotechnical engineering report whose geotechnical engineer to determine how any factors adequacy may have been affected by time.Speak with the geo- which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise, your geotechnical engineering report should not natural events such as floods,earthquakes or ground- be used: . water fluctuations may also affect subsurface conditions •When the nature of the proposed structure is and,thus, the continuing adequacy of a geotechnical changed,for example, if an office building will be report.The geotechnical engineer should be kept erected instead of a parking garage,or if a refriger- apprised of any such events,and should be consulted to ated warehouse will be built instead of an unre- determine if additional tests are necessary. frigerated one: •when the size or configuration of the proposed - GEOTECHNICAL SERVICES ARE structure is altered; PERFORMED FOR SPECIFIC PURPOSES - •when the location or orientation of the proposed AND PERSONS structure is modified; •whenthere is a change of ownership,or - Geotechnical engineers' reports are prepared to meet •for application to an adjacent site. the specific needs of specific individuals.A report pre- Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- which may develop if they are not consulted after factors consid- quate for a construction contractor,or even some other ered in their report's development have changed. consulting civil engineer.Unless indicated otherwise, this report was prepared expressly for the dient involved - and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" - by any other persons for any purpose,or by the dient ARE PROFESSIONAL ESTIMATES - for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions ' intended purpose without first conferring with the geotechnical only at those points where samples are taken,when engineer.No person should apply this report for any purpose they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. • it t �, 4 \ , ,�- Earth Consultants Inc. 1/ illIkk�� Geotechnical Engineers.Geologists&Environmental Scientists May 28, 1996 E-7262 McDonald's Corporation _ 10220 Northeast Points Drive, Suite 300 Kirkland, Washington 98033-7865 Attention: Ms. Nancy L. Heck Dear Ms. Heck: We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed McDonald's Restaurant, South Grady Way, Renton, Washington." This report presents the • results of our field exploration, selective laboratory tests, and engineering analysis, as well as geotechnically related recommendations for the proposed site development. The purpose and scope of our study was outlined in our April 30, 1996 proposal. Based on the subsurface conditions encountered at the above referenced site, it is our opinion • that the proposed restaurant should be supported by driven piles. If you or your consultants have any questions about the content of this report, or if we can be of further assistance, please call. Respectfully submitted, . EARTH CONSULTANTS, INC. 14_ it - evc., Kyle R. Campbell, P. E. Manager of Geotechnical Services DSL/KRC/krnl • • • 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 Bellevue(206)643-3780 Seattle(206)464-1584 FAX(206)74-608-60 Tacoma(206)272-6608 TABLE OF CONTENTS E-7262 PAGE INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 2 Surface 2 Subsurface 2 Groundwater 3 Laboratory Testing 3 DISCUSSION AND RECOMMENDATIONS 3 General 3 Site Preparation and Grading 4 Foundations 5 Slab-on-Grade Floors 6 Seismic Design Considerations 6 Excavations and Slopes 7 Site Drainage 8 Utility Support and Backfill 8 Pavement Areas 9 LIMITATIONS 9 Additional Services 10 APPENDICES Appendix A Field Exploration Appendix B Laboratory Testing ILLUSTRATIONS Plate 1 Vicinity Map Plate 2 Boring Location Plan Plate 3 Typical Utility Trench Backfill Plate Al Legend Plates A2 through A9 Boring Logs Plate B1 Grain Size Analysis Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED MCDONALD'S RESTAURANT SOUTH GRADY WAY RENTON, WASHINGTON • E-7262 INTRODUCTION General • This report presents the results of the geotechnical engineering study for the proposed McDonald's Restaurant located in the Renton Village Shopping Center on South Grady Way in Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the site and, based on the conditions encountered, to provide geotechnical recommendations for the proposed site development. Project Description At the time our study was performed, the site, proposed structure, and exploratory locations were approximately as shown on the Boring Location Plan, Plate 2. Based on the preliminary plans provided to us, we understand that the site is to be developed with a one-level restaurant in the central portion of the parcel. The remainder of the area is to be asphalt paved parking areas and landscaping areas. Grade modifications are not anticipated to exceed one foot based on site topography and adjacent grades. Structural loading is anticipated to fall within the following ranges, including maximum dead plus live loads: • Wall footings - 2-3 kips per lineal foot • Maximum column loads - 50 kips • Slab loads - 150 pounds per square foot (psf) If the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final construction design. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 2 • SITE CONDITIONS Surface O .� ,,. ... a-1 t �:_ lc.<<:45a0, `4. 6C1 Off: a t:lfj^ r_ • •!. :�� .fi 11 .� it iL • .1�' V-:i •.(�. 10 a ...... -. , :!; -:,:o o : . -. The site is bounded to the north by South Grady Way, to the east and south by existing asphalt paved parking lot, and to the west by an abandoned bank building. The site is currently developed as part of the abandoned bank with the drive-through banking facility located just to the west of the proposed restaurant. The majority of the site is asphalt paved parking and drive areas with associated landscaping. In the north central portion of the parcel, there are several utility vaults surrounded by a short rockery. The rockery is less than about four feet in height. Subsurface The site was explored by drilling three borings at the approximate locations shown on Plate 2. Detailed descriptions of the conditions encountered at each location explored are presented on the boring logs, Plates A2 through A9. A description of the field exploration methods is included in Appendix A. Below is a generalized description of the subsurface conditions encountered. Our subsurface exploration encountered three to four and one-half feet of medium dense to dense fill consisting of silty sand with gravel (Unified Soil Classification SM). Underlying the fill, our exploration indicates the native soils consist of loose to very loose silt and silty sand and soft peat to a depths of twenty-seven (27) to thirty-four (34) feet below grade. Peat was observed in a four and one-half foot thick layer in boring B-1 at a depth of eleven and one-half feet. In Boring B-2, a distinct layer of peat was not observed; however, peat lenses were observed in the very loose silts. Soft, silty peat was observed in B-2 at a depth of twenty- seven and one-half (27.5) feet. Medium dense well graded sand was observed in boring B-2 between depths of twenty (20) and about twenty-seven (27) feet. Beneath the loose and soft native soils, the native soils become medium dense to dense silty sand and poorly graded sand with silt. Based on the observed conditions, it appears that the site is underlain by sediments deposited primarily in overbank deposits resulting from flooding of the filled Cedar River. Overbank deposits typically consist of interbedded silt, silty sand and peat. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 3 Groundwater Groundwater was observed in all three borings during our subsurface exploration at depths ranging from nine (9) to twelve (12) feet. It is important to note that groundwater levels are not constant; thus, one may expect fluctuations in the volume and location depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, groundwater seepage is greater during the wetter winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classifications were supplemented by index tests, such as sieve analysis, and by moisture content tests on - representative samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring log or on a separate data sheet contained in Appendix-B. However, it is important to note that these test results may not accurately represent the overall in-situ soil conditions; our geotechnical recommendations are based on our interpretation of these test results. The soil samples for this project will be discarded after a period of fifteen (15) days following completion of this report, unless we are otherwise directed in writing. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, it is our opinion that the site can be developed generally as planned provided the recommendations contained in this report are incorporated into the final design. Due to the potential for relatively high settlements if the building is supported by conventional foundations, a pile foundation should be used to support the building loads. More detailed recommendations are contained within the following sections of this report. Earth Canaukanta, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 4 This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of the McDonald's Corporation and their representatives. No warranty is expressed or implied. It is recommended that this report, in its entirety, be included in the project contract documents for the information of the contractor. Site Preparation and Grading Asphalt pavement in the building area, or in areas to receive fill, should be broken into pieces less than six inches in diameter. After crushing into pieces, the asphalt may be left in place and used as structural fill. Surfaces where fill or pavements are to be placed should be proofrolled. All proofrolling should be performed under the observation of a representative of ECI. Soil in any loose or soft areas, if recompacted and still excessively yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base. The soils exposed in our borings are moisture sensitive due to their fines content. As such, in an exposed condition they may become disturbed from normal construction activity when in a wet or saturated condition. Once disturbed, and in a wet condition, they will be unsuitable for support of foundations or pavements. Therefore, during construction where these soils are exposed and will support new structures, care must be exercised not to disturb their condition. If disturbed conditions develop, the affected soils must be removed and replaced with a structural fill. The depth of removal will be dependent on the level of disturbance developed during construction. Structural fill is defined as any compacted fill placed under foundations, roadways, slabs, pavements, or any other load-bearing areas. Structural fill under foundations should be,placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum 90 percent of its maximum dry density in accordance with ASTM Test Designation D-1557-78 (Modified Proctor). The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density, except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Earth Conauttanta, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 5 Laboratory tests indicate the majority of soil expected to be exposed in excavations has between 9 and 46 percent fines and a natural moisture content ranging from 5 to 23 percent. In our opinion, the drier soil appears suitable for use as a structural fill in its present condition. The wetter soil may require aeration in order to lower the moisture content of the soil to near optimum. Should the moisture content increase significantly above optimum and not be able to be dried back, the wet soil should either be removed from the site or used in landscaping areas. Structural fill which is to be placed in wet weather should consist of a granular material with a maximum size of three inches and no more than 5 percent fines passing the No. 200 sieve, based on the minus 3/4-inch fraction. During dry weather, most compactible non-organic soil can be used as structural fill. It is recommended that any structural fill planned for on site use be submitted for approval prior to import. Foundations In our opinion, the most suitable foundation type given the site conditions is a driven pile system. The driven piles would develop their capacity through friction between the soil and pile and from end bearing in the dense native soils at a depth of about forty feet. We suggest the use of timber piles due to their ease of handling, and availability. However, concrete or steel piling may also be considered. Driven timber piles should consist of treated Class B timber piles. The piles should be driven into the dense silt layer. The piles should conform to the specifications outlined in the Uniform Building Code Standard 25-12 for friction and end bearing piles. Timber piles should have a minimum tip diameter of eight inches and a maximum taper of one inch in ten feet. For piles driven to refusal, a maximum axial design capacity of twenty-five (25) tons may be used. An uplift capacity of four tons may be used for a single pile penetrating into the silt. No reduction in pile capacity is necessary if the piles are installed with a minimum center to center spacing of three pile diameters. The piles should be driven to refusal with a hammer having a rated energy of fifteen thousand (15,000) foot pounds. Refused is defined as twenty-five (25) blows per foot. The piles should be marked in one-foot increments, with lengths painted on every five feet to facilitate the recording of blow counts during driving. The tips and butts of all piles should be banded with two bands at each location to reduce the potential of pile damage during driving. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 6 Total settlement of single piles is estimated to be on the order of one-half inch. Most of this settlement should occur during the construction phase of the project as the dead loads are applied. The remaining settlements would develop after construction as the live loads are applied. The horizontal loads can be resisted by the pilings, friction between the base of the pile caps and grade beams and the supporting soil, and by passive soil pressure acting on the face of the buried portion of the pile caps and grade beams. A lateral pile capacity of.1 kip may be used for driven timber piles. The foundations must be poured "neat" against the existing soil or backfilled with a compacted fill meeting the requirements of structural fill: • Passive pressure = 300 pcf equivalent fluid weight • Coefficient of friction = 0.40 Note that the above values include a factor of safety of 1 .5. Slab-on-Grade Floors Floor slabs should be structurally supported by the driven pile foundation. • The slab should be provided with a minimum of four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane may be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Seismic Design Considerations The UBC earthquake regulations contain a static force procedure and a dynamic force procedure for design base shear calculations. Based on the encountered soil conditions, it is our opinion that a site coefficient of 1 .5 should be used for the static force procedure, as outlined in Section 1628 of the 1994 UBC. For the dynamic force procedure outlined in Section 1629 of the 1994 UBC, the curve for Soft to Medium Clays and Sand (Soil Type 3) should be used on Figure 16-3, Normalized Response Spectra Shapes. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 7 Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. The effects of liquefaction may be large total and/or differential settlement for structures with foundations founded in the liquefying soils. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to.behave as a fluid for short periods of time. To have potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sands and silt); it must be loose to medium-dense; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. It is our opinion that the liquefaction potential at the site is relatively high due to the relative grain size distribution of the soils encountered and the presence of a near surface groundwater table. However, liquefaction would have a minimal effect on the proposed building if it is supported on piles as recommended. Excavations and Slopes In no case should excavation slopes be greater than the limits specified in local, state and federal safety regulations. As described in the current Occupational Safety and Health Administration (OSHA) regulations, the native soils and existing fills would classify as Type "C". Therefore, temporary cuts greater than four feet in height, should be sloped at an inclination no steeper than 1.5H:1V. If slopes of this inclination, or flatter, cannot be constructed, or if excavations greater than twenty (20) feet in depth are required, temporary shoring may be necessary. This shoring would help protect against slope or excavation collapse, and would provide protection to workmen in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria, if requested. We do not anticipate the construction of any permanent slopes at the site due to the current development of the site. In any case, all permanent slopes should be inclined no greater than 2H:1V. If this inclination cannot be maintained, we should be contacted to review the design and construction criteria. We also recommend that all cut slopes be examined by Earth Consultants, Inc. during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to,improve the stability, including flattening of slopes or installation of drainage. In any case, water should not be allowed to flow uncontrolled over the top of any slopes. The above information has been provided solely as a service to our client. Under no circumstances should- the above information be interpreted to mean that this office is assuming responsibility for construction site safety or. the contractor's activities; such responsibility is not being implied and should not be inferred. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 8 Site Drainage Groundwater was observed in all three borings during our subsurface exploration at depths ranging from nine (9) to twelve (12) feet. Groundwater should not create any construction related problems unless the site is developed during periods of heavy precipitation or if deep utilities are planned. If groundwater is encountered in any excavations during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The ' collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. It is recommended that the appropriate locations of subsurface drains, if needed, be established during grading operations by this office, at which time the seepage areas, if present, may be more clearly defined. The site should be graded such that surface water is directed off the site. Water should not be allowed to stand in any area where structures, slabs or driveways are to be constructed. During: construction, loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades should allow for drainage away from the structure's foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten feet away from the structures in landscape areas. This gradient may be reduced to two percent in paved areas. Utility Support and Backfill Based on the soil conditions encountered, the soils expected to be exposed by utility excavations should provide adequate support for utilities. Should deep utilities be planned, some recompaction, or replacement, of the soils encountered in the bottom of the trenches may be required. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Fill should be carefully placed and hand tamped to about twelve (12) inches above the crown of the pipe before any heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve (12) inches. -A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 3. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 9 Pavement Areas The adequacy of site pavements is related in part to the condition of th- underlying subgrade. To provide a properly prepared subgrade for pavements, we recom end the subgrade be treated and prepared as described in the Site Preparation and Grading .ection of this report. This means at least the top twelve (12) inches of the subgrade shoul. be compacted to 95 percent of the maximum dry density (per ASTM 1557-78). It is possi•le that some localized areas of soft, wet or unstable subgrade may still exist after this proces Therefore, a greater . thickness of structural fill or crushed rock may be needed to stabilize hese localized areas. We recommend the following pavement section for lightly loaded are-s: • Two inches of asphalt concrete (AC) over four inches of cr shed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated bass (ATB) material. Heavier truck-traffic areas will require thicker sections depending upon site usage, pavement life and site traffic. As a general rule, you may consider for truc -trafficked areas the following sections: • Three inches of AC over six inches of CRB, or • Three inches of AC over four inches of ATB. Asphalt concrete (AC), asphalt treated base (ATB), and crushed rock base (CRB) materials should conform to WSDOT specifications. All rock base should be co pacted to at least 95 percent of the ASTM D-1 557-78 laboratory test standard. LIMITATIONS Our recommendations and conclusions are based on the site materia s observed, selective laboratory testing and engineering analyses,the design information pro ided to us by you, and our experience and engineering judgement. The conclusions and ecommendations are professional opinions derived in a manner consistent with that level of «are and skill ordinarily exercised by other members of the profession currently practicing und:r similar conditions in this area. No warranty is expressed or implied. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY McDonald's Corporation E-7262 May 28, 1996 Page 10 The recommendations submitted in this report are based upon the •ate obtained from the borings. Soil and groundwater conditions between borings may vary fr•m those encountered. The nature and extent of variations between our exploratory locat ons may not become evident until construction. If variations disappear, ECI should be requ:sted to re-evaluate the recommendations of this report and to modify or verify them in wrifng prior to proceeding with the construction. Additional Services This office will be available to provide consultation services relatin• to review of the final design and specifications to verify that our recommendations have b yen properly interpreted and implemented in the approved construction plans and specificat ons. In addition, it is suggested that this office be retained to provide geotechnical service- during construction to observe compliance with the design concepts and project specific. ions, and to facilitate design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. It should be noted that it is generally in th, best interests of the owner/client to maintain the same Soils Engineer during constructio in order to obtain the project objective, with optimum quality control. Earth Consultants, Inc. Col v . __` /a7 ROE-/__RA sND AV SW't TIiOMAs V 700 i — p �V sly r BAH AV S „a 84TH 41280 17 S SENECA ; y u PE w'' AV SW ,. a , F�I1M,41111, �_ ,Ct'� V /y Al l AV SW _ fit. -_--.�.. ��� . p ©\ "�7_ _ SW STEVENS AY Nor. s 2700 J 1900 t/1 7/00 ,� �Av sv 1 L ND AV 100 II � /mow� 0 1� 'LE x� I £ V/ te, \• :i -,N _'MAPLE AY liri• 0 i W - -i1 \< 9� w '� Ig7 Amax ;if AY E "J —i MLA AY I• tl \`CIE •J 11111111wl • wwDT e a -E VALLEY = =R' �. _ ',S ' 'IA NZ,�ft r O 1 .;' ' . d ��, x� � =AY " 10 � :S/V Vie ...2.r ,yam!A �Ma- _TAQT .ST ig S ,nit \I,N p ''" `r -. 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Wee • J► _ . + xs-0. 8 2 1 9TH AV SE 1 AT+�� _ i IYII �1C' .may %----- �� �' .. -Oj `�' F. g`1 r �s 1h. t�•.. _ HARP A 20TH '1 rN AV. 120 AY SE ro '� ` v A. • c, ->!:- ' J �E7c PL {ii SE S r! r 121ST / '77 C ,3 ,^' • l' > AZ N A ti �`s rn 12IST AV SE N n .c. 'F't+t s' �L J um.s 11 .-^ AV SE Apt I 1 P" S. GR Proposed Sign - Existing 13_3 Utility Vaults .13 (? `' -- • - Rock Wall •- , � ' B-2 t � B-1 ) LEGEND B-1 Approximate Location of ECI Boring, Proj. No. E-7262, May 1996 R Proposed Building Approximate Scale l i Existing Building 0 15 30 60ft. a�► Boring Location Plan Earth Consultants Inc. �i`r�J Proposed McDonald's Restaurant "�'" �s`'""� Renton, Washington Proj. No. 7262 I Drwn. GLS I Date May '96 Checked DSL I Date 5/21/96 I Plate 2 Non-Load Supporting Floor Slab or Areas Roadway Areas A ::s �s °csr Yer- 6 ° °° ° ° Varies M.VV ° ° ° gib 00 0 9 0 0 5 0 0 0 .-85 1F of .95 o Mini m u m . Backfi ll c I 80 ,90 varies ar es T:: - ;• PIPE (oo o. lQOe.Oo o Oi�oo '•°•OOQo 40. b:w° °° 0. Bedding P°•°•o :..?•• o•. , o ° °ocipo:0e:6 �o.:••v000•Doo0.• oWeb 0:,°.• Varies o.O0•p•:•°••g•o0.0 0:.•o09O0•o• O•o•'0••°.Qc -op Q'•oo0. ,. •• 8••o0 0• Qo°Q•oL • 0.0 Q4••�•� O 0o •QO•° OO'opo4..'o.o 0°° i n••Oiio°.°•�6Oonorio?O°•Oo6%oa•o•0•ooO • LEGEND: RVAsphalt or Concrete Pavement or Concrete Floor Slab 7 0.° o°°•4 °° o° °•o• Base Material or Base Rock ;. ; ;.l. Backfill; Compacted On-Site Soil or Imported Select Fill ::,;!i:_;0?;:: Material as Described in the Site Preparation of the General , "` Earthwork Section of the Attached Report Text. 95 Minimum Percentage of Maximum Laboratory Dry Density as Determined by ASTM Test Method D 1557-78 (Modified'Proctor), Unless Otherwise Specified in the Attached Report Text. a: o•o°:•� Bedding Material; Material Type Depends on Type of Pipe and :;b9 o.,p Laying Conditions. Bedding Should Conform to the Manufacturers • Recommendations for the Type of Pipe Selected. i' 'it 4u1\ TYPICAL UTILITY TRENCH FILL 1� Jy0j) Earth Consultants Inc. Proposed McDonald's Restaurant �IIPI/ `ri1 Cw MerMkal Fs{(tnerrs GecNo scs 8 F mnmr N Scirntius Renton, W- hington Proj. No, 7262 I Drwn. .GLS 'Date May '96 Checked DSL I Date 5/21/96 I Plate 3 APPENDIX A E-7262 FIELD EXPLORATION Our drilling exploration was performed on May 8, 1996. Subsurface conditions at the site were explored by drilling three borings to a maximum depth of fift -four (54) feet below existing grade. The borings were drilled by Associated Drilling using a ruck-mounted drill rig. Continuous-flight, hollow-stem augers were used to advance and supp•rt the boreholes during sampling. The approximate boring locations were determined by pacing from exis ing on-site landmarks. The locations of the borings should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring ocation Plan, Plate 2. The field exploration was continuously monitored by an engineer from •ur firm, who classified the soils encountered and maintained a log of each boring, obtained r•presentative samples, and observed pertinent site features. In each boring, Standard Penetration Tests (SPT) were performed .t selected intervals in general accordance with ASTM Test Designation D-1586. The spli spoon samples were driven with a one hundred forty (140) pound hammer freely falling t irty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N-value". This value helps to characterize the site soils and is u ed in our engineering analyses. Representative soil samples were placed in closed contain rs and returned to our laboratory for further examination and testing. All samples were visually classified in accordance with the Unified Soi Classification System which is presented on Plate Al, Legend. Logs of the borings are pre ented in the Appendix on Plates A2 through A9.The final logs represent our interpretations o the field logs and the results of the laboratory tests on field samples. The stratification Tine on the logs represent the approximate boundaries between soil types. In actuality, the tr nsitions may be more gradual. Representative soil samples were placed in closed containe s and returned to our laboratory for further examination and testing. Earth Consultants, Inc. MAJOR DIVISIONS GRAPH LETTER SYMBOL SYMBOL TYPICAL DESCRIPTION d Q C GW Well-Graded Gravels, Gravel-Sand Gravel Q o A ° Q o gW Mixtures, Little Or No Fines And Clean Gravels n n n Gravelly (little or no fines) M M Coarse Soils , , GP Poorly Graded Gravels,Gravel- Grained ! gp Sand Mixtures, Little Or No Fines Soils More Than • ' GM Silty Gravels,Gravel-Sand- 50% Coarse Gravels With gm Silt Mixtures Fraction Fines(appreciable Retained On amount of fines) GC Clayey Gravels,Gravel Sand No.4 Sieve gC Clay Mixtures Sand '0 00 .0 SW Well-Graded Sands, Gravelly And Clean Sand o 0 0 0 0 SW Sands, Little Or No Fines Sandy (little or no fines) d;:.;3... ::W:<:>•i; Sp Poorly Graded Sands, Gravelly More Than Soils ii :.. Viii.;.'.,.,<•:. 50% Material :::;:)�;;;•o,;;,;.;;54;:; Sp Sands, Little Or No Fines Larger Than f` More Than No.200 Sieve 50% Coarse SM Silty Sands, Sand-Silt Mixtures Size Fraction Sands With Sm Fines(appreciable : •: Passing No.4 amount of fines) J > s' " SC Clayey Sands, Sand Clay Mixtures Sieve •:: SC 111 I ML ml Inorganic ClayeyFine Silts 8,Sands;C Verylayey Fine SandsSiltsw/,RockSlight FlourPlastiSilty- city Fine Silts Liquid Limit / CL Inorganic Clays Of Low To Medium Plasticity, Grained And Less Than 50 CI Gravelly Clays, Sandy Clays, Silty Clays, Lean Soils Clays Organic Silts And Organic I I I I I I I I I I I OL. OI Silty Clays Of Low Plasticity MH Inorganic Silts,Micaceous Or Diatomaceous Fire More Than mh Sand Or Silty Soils 50% Material Silts Smaller Than And Liquid Limit CH Inorganic Clays Of High No.200 Sieve Clays Greater Than 50 / Ch Plasticity, Fat Clays Size //9`� /' QH Organic Clays Of Medium To'High ,� Oh Plasticity, Organic Silts •-i! 1`i1 ��� S pi- Peat,.Humus, Swamp Soils Highly Organic Soils ,,z ``., S4 J4 pt With High Organic Contents Topsoil '4,•'4, Humus 4 Humus And Duff Layer ' Fill •• •�•�•�•• Hlyhly Variable Constituents . � •.•.•.•.�•• The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. DUAL SYMBOLS are used to Indicate borderline soil classification. C TORVANE READING,tsf I 2"O.D.SPLIT SPOON SAMPLER qu PENETROMETER READING,tsf W MOISTURE,%dry weight 111 24°I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL - pcf DRY DENSITY,lbs.per cubic ft. LL LIQUID LIMIT,% 2 DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX I DURING EXCAVATION Y SUBSEQUENT GROUNDWATER LEVEL W/DATE • li v. 44ill� Earth Consultants Inc. LEGEND / lI r 6. 1.k, ti.id IJIgintvrs.(ixxkigbls&IJIYIftN111N911.11 SC11]111515 IF Proj.'No. 7262 1Date May'96 I Plate Al Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 1 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-1 Drilling Contactor. Drilling Method: Sampling Method: Associated Drilling HSA . SPT Ground Surface Elevation: Hole Completion: ±27' El Monitoring Well El Piezometer N Abandoned,sealed with bentonite No. — 0 .c ! ; Surface Conditions: .c 4- • J3 13 13lows E rx. E OW R. 3 II 7 2 w ° 0 0 • • SM FILL:Brown silty fine SAND with gravel,dense, moist • • • 2 — • • 3 — 15.7 .36 • • — W. • 4 — — • 5 •• SM Dark brown silty fine SAND, loose,wet • 18.2 7 • 6 ML Grades to gray SILT,very loose,wet 7 45.5 2 89 7 SM Grades to gray silty fine SAND,very loose,water bearing - — 10 42.8 2 • •• 11 -peat in shoe of sampler PT PEAT,soft, saturated • l 12 •106.6 4 L )24 a 13 14 ,, 15 I, ML Gray sandy SILT,very loose to loose,saturated 17 48.0 4 18 -peat lenses ta 19 - • co N IW; 441V Boring Log -41 Earth Consultants Inc. Proposed McDonald's Restaurant N Geolechnical Enelneess.GeologIsts Envlicarenki Scientists Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A2 ea Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They we not necessarily representative of other times and locations.We cannot accept responsibility for the use or • Interpretation by others of information presented on this log. Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 2 3 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-1 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±27' LI Monitoring Well 1=1 Piezometer El Abandoned,sealed with bentonite o _ No. z— o — o Blows 0. 2E 2 .2 (%) Ft r. 3 7 3 00 C#3 __PP-SM Gray poorly graded medium SAND with silt,very loose,water bearing 21 ap]i 22 23 52.5 3 ML Gray SILT,very loose, saturated • 24 25 26 27 SM Dark gray silty fine SAND,dense,water bearing 42.8 42 i]1 28 -2°peat lens PT Grades to PEAT, medium stiff, saturated > - 2L 30 31 32 /, ,% 33 125.2 6 s%/, L. 34 • • • 11 35 1„1/ 37 — Le 38 38.1 18 ML Gray SILT, medium dense, saturated 0 39 N • 03 tszt 4411‘ Boring Log N • qiid( i-ftvioilll Earth Consultants Inc. Proposed McDonald's Restaurant 03 \ G00i0110zalEnitincas.oxioosai a Environmental Scientists Renton,Washington Proj.No. 7262 Own. GLS Date May'96 Checked DSL Date 5/28/96 { Plate A3 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of information presented on this log. • Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 3 3 Job No. Logged by: Start bate: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-1 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±27' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite o _ • r w Blows a E a +- e a, E (%) / ] 0 la IS a Ft. O 0 CI CO 0 • 41 Gray SILT, medium dense, saturated • 42 -2'of peat in top of sampler — SM Gray silty fine SAND with gravel, dense, saturated 43 15.0 40 - 44 • . 45 46 — • 47 — 17.7 6 48 49 50• • • E. 51 • 52 - 18.6 41 54 . Boring terminated at 54.0 feet below existing grade. Groundwater • table encountered at 9.0 feet during drilling. Boring backfilled with cuttings. Note: Elevations estimated based on interpolation of contours on Boundary and Topographic Survey at Renton Village Shopping Center by Tim Henson and Associates, Inc.,dated Feb. 1996. • to - a CO N '�/ Eat; Av. Boring Log I 4 04 I Earth Consultants Inc. Proposed McDonald's Restaurant N \ �\'lil/ \�I�/� Gx•xl llP feat Ceob°s" Env4aimatialSOarbfs Renton,Washington m Proj.No.. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A4 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of information presented on this log. • • Boring Log Project Name: • Sheet of Proposed McDonald's Restaurant 1 3 Job No. Logged by: Start Date: Completion Date: Boring No.: .7262 DSL 5/8/96 5/8/96 B-2 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT• Ground Surface Elevation: Hole Completion: ±28' ❑ Monitoring Well ❑ Piezometer • ® Abandoned,sealed with bentonite o _ _ W No. — o. .c ti o Surface Conditions: 0 BIOWs a E ,E N E ex) Ft. L ] C / 7 ? 0 ' Vl VI SM FILL:Brown silty fine SAND with gravel, medium dense, moist 4.8 ocx 1 - -sample at 0.5 feet from cuttings 2 — • 18.1 16 = _:: SM Gray silty fine SAND, medium dense,wet 4 5 • • 23.2 16 6 -trace organics at 6' ML Gray SILT, medium dense,wet 7 • • • 42.9 4 8 -trace organics 9 SM Grades to gray silty fine SAND,very loose,water bearing 10 54.2 4 11 ML Grades to gray SILT with peat lenses,very loose, saturated 12 53.2 13 • 14 • 15 16 • 17 • • • 60.8 4 18 19 • N Boring Log 4( i,fit,M Earth Consultants Inc. Proposed McDonald's Restaurant n jp Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A5 co Subsurface conditions depicted represent our observations at the lime and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of information presented on this log. Boring-Log Project Name: Sheet of Proposed McDonald's Restaurant 2 3 , Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-2 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±28' • ❑ Monitoring Well ❑ Piezometer IN Abandoned,sealed with bentonite o _ S _ No. t o } — N o BIOW8 a E } E N E ��') R. L ] C M M ] C. Vl Vl a:.:.'. SP Graypoorlygraded fine to coarse SAND, medium dense,water bearing lc l�ii`•ii::aii}i 16.8 23 a•> < : • '::A»t:;:: 24 APO F$`::;::;:Y#::::. 25 • 26 • 27 -2'of heave(washed out) PT Silty PEAT, soft,saturated 90.3 3 �� .��. _� 28 29 fr 3o SM Grades to gray silty fine SAND with peat lenses, loose,water bearing • 31 — 32 • iH 33 48.3 7 = 34 • • = 35 - • .�... 36 . SM Gray silty fine to coarse SAND with gravel, medium dense to dense, water bearing 38 18.1 32 39 o• m = N ,fe i, 4.411 Boring Log �( �� i1`d1ill Earth Consultants Inc. Proposed McDonald's Restaurant 1��I/ iI! \t�WJ 'Engteess.Geologists&Envlionmental S" Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A6 co Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Boring Log Project Name: Sheet • of Proposed McDonald's Restaurant . _ 3 Job No. Logged by: Start Date: . • Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-2 Drilling Contactor: Drilling Me : Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Role Completion: ±2' 0 Monitoring Well ❑ Piezometer IX Abandoned,sealed whin bentonite A. } o f • - _ g MOWS a. 2a. + & ( f (s R L a g i . 3 01 Ca . V) SP-SM Gray poorly graded fine SAND with silt and peat lenses, medium § \\ dense,wat er bearing \ \ 41 •• & . \� §2 • MO 26 ;2: © $§} q — /§(( 1 45 • A@: 46 ra \;\ : 4 & » � -no sample recovery • © Boring terminateda 4 of et below existing grade. Groundwater Sbeencountered a 100#eduin drilling. Boring backfilled with cuttings. • • • • co 03 � - in ,. �V Boring Log 2 4 a Earth Consultants Inc. Proposed McDo�d'sRe�umm N ���f a _. Renton,Washington Pr j.No. 7 6 Dwn. GLS Date May'96 Checked DSL Date 5 2/96 Plate A Subsurface conditions depicted rp sent our a■�&m at the time and l�&no thisexploratory hole,modifiedbyengineering#�, &al�sand judgment e are not necessarily representative ofother t and locations. ean accept f t use or Interpretation�oeof�Information Boring Log I Sheet of Project Name: 1 2 Proposed McDonald's Restaurant Job No. Logged by: Start Date: I Completion Date: Boring : 7262 I DSL 5/8/96 5/8/96 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±29' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite o _ .c e N urface Conditions: • W glows a 4- 4- a• a o S_ a. M E 0 4- E N E ♦H SM FILL Brown silty fine SAND with gravel, medium dense, moist ♦-♦• 1 — • ♦♦ ♦♦N 2 . ♦ ♦.♦ 3 14.4 16 ML Gray SILT, medium dense, moist 4 5 17.5 20 6 7 51.4 3 8 -piece of wood debris 9 10 431 2 -becomes sandy 11 . 'Q;`.;,- 12 iii — SP Gray poorly graded medium SAND with silt,very loose,water bearing 128.3 3 —� ,c; 13 PT PEAT,soft,saturated . I, .!1, . ���� 14 - — 15 % 1, %%I - . 16 %%I, y .�!. . 17 — - .% 52.0 3 18 ML Gray SILT,very loose,saturated co 19 -peat lenses m N Boring Log V/ N ( ;i f 4Y011 f Earth Consultants Inc. Proposed McDonald's Restaurant `0 \ )/\Bill \ti6/l G°°'°`h""'' Environmental ScIentists Renton,Washington N ✓ Proj.No. 7262 I Own. GLS I Date May'96 Checked DSL I Date 5/28/96 Plate A8 co Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. • Boring Log Project Name: Sheet of Proposed McDonald's Restaurant 2 2 Job No. Logged by: Start Date: Completion Date: Boring No.: 7262 DSL 5/8/96 5/8/96 B-3 . Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ±29' ❑ Monitoring Well 0 Piezometer ® Abandoned,sealed with bentonite o — • — W No. .c o + — (no Blows a E a + E N E (%) Ft. / a • lL / 7 ] • CO) CI H N Gray SILT,very loose, saturated 7-77-1' 21 PT PEAT, medium stiff, saturated 0,, .0,, 22 II % l/ % 66.4 18 ifrin 2 GP Gray poorly graded GRAVEL with sand, medium dense,water bearing 24 Boring terminated at 24.0 feet below existing grade. Groundwater table encountered at 12.0 feet during drilling. Boring backfilled with cuttings. ka o• \ co N / i 4411. Boring Log 114) � a Earth Consultants Inc. Proposed McDonald's Restaurant 'WI''&U! ;iJF/ �,�.k s& . Renton,Washington Proj.No. 7262 Dwn. GLS Date May'96 Checked DSL Date 5/28/96 Plate A9 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of Information presented on this log. SIEVE ANALYSIS HYDROMETER ANALYSIS j -7 SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH,U.S.STANDARD GRAIN SIZE IN MM O Mp Z iV tD a M N �-i. a w N rig .� OD� f�� N M SS t�D 0�0 N CO O O O O O O 0 O O Imo_ 100 ICI i, •• �� 1 1 _ '��` O O O 0 N ,,! N _ 90 10 �. m ` C7 v i Sy -v 80 . . 20 -i 6 --,- M \ \ • =.' m ^ m 70 \ 30 77 O -I �\ Z m ` �` p 40 -I -n so C) N m \ 0 D T 50 50 DJ m W fA r, -< m 7) w ao 60 = 30 �� P 70 -I ] _m n - CD 20 _ 80 -.I 0 CD .0. PO 10 90 h 1-0 �� 0 I II_I I I I I III1I I I I I I I I I I I I I I I I 100 al 0, x 0 0 O O O O O O 0 O CO 40 a M N CO C0 [T M. N 7 8 8 g f8') N 6 ou 8 3 M N .- �� 0 0 O O0 CO sf M N • O O O O O O O O O rr D c 0 O M N I- GRAIN SIZE IN MILLIMETERS • O O o v 0 r) z O (p COBBLES COARSE FINE COARSE MEDIUM FINE FINES GRAVEL SAND N w Q D En = Moisture KEY Boring or DEPTH USCS DESCRIPTION a LL PL rn H r>> Test Pit No. (ft.) Content (/o) err coi C ..�" 0 w rn 0 B-1 2.5 SM Brown silty SAND with gravel 15.7 -- -- s; NT p a----- B-1 17.5 ML Gray sandy SILT 48.0 -- -- rf 0 B-2 2.5 SM Gray sity SAND 18.1 -- -- N •—'— B-2 22.5 SP-SM GRay poorly graded SAND with silt 16.8 -- -- DISTRIBUTION E-7262 4 Copies McDonald's Corporation 10220 Northeast Points Drive, Suite 300 Kirkland, Washington 98033-7865 Attention: Ms. Nancy L. Heck Earth Consultants, Inc. VII. BASIN AND COMMUNITY PLAN AREAS Enclosed are two maps, one showing the drainage basin and one showing the community plan for this project. • 5825.001 [DD/ps] • • "- • ' '- . . . . . . .. .. .. , . • .. .. . . • • ' . (1) •. • Ct . , . . , . CC . , • . (.1 . . I . ,.:. . , . . , Z n - . . • • .' ,•.,1 I\ ; 2 Z v3 • . -.72:..Y r-i M Z •!,, , • . (..",r,- , , . C "• ... .,, It 11 1!'1' A" :' 4t c ... h I i 1 !!il - • .''..• ' --T ., , ‘,. . • . . . • •0 pm an 'C'" ff) .. 1 I .• 1, ,.-'' •...,7:4;.--31''' 6,01 4 -.1:•-• • . r,...41241 ' •%If he • .41 j .1 pi / '""I Z C' \ 1 11 C'A: c......". :•:.1 . (41 . • • 1 .3 ... , ...41A 1 'P ' )13. , . . 1 • ii. •'' • i 1. 11'.• . • 'II PI •' /1 il '. .1/4, ' 0 Jill '• • • ‘. .,"6".30' P.:'\. • 1 . ,... p 11, . • • • 1 '-%. 2.., 2 . „..- • II ,I2 II ' 'k...._,..,_,, _ II , I, . .. • i /.., s., jg. 1. .1, . „ ,?1-4"%.) ,.. 0 • , ' (..) . , • • 1 • :I, sir 1 • tt • .. i P ,- ..., • ,... 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I, • • 1,.„/41 , 1 • i ' ., / -\ ••-:'.....-.--.....,. .\"".\_.,7•Ii\..:„. J ,),/ • , : . , ....-: •. .. . . ' . . " H .i - • 1 •--'-• .....-.N1 •,,. .,• .... h . ,.,/ ,,.„-- .,,\ . .---.---.- '-": ' .•• •• . •t, • . • . ' ' .. f. . . . • • ,- • > • • fool no, SKYKOIVIISH o ........._/ . a. . '-, • • 1 Y 7 B ,ion, H s oM, 1` • l lam_ : - , -,• '� �.. �, 4 ., �a-.- _ `�1�Mi 7 >( ( . ..,, , , I _ `E.2(1j Leek "rcs take !' - `` � ■ I E•"\ - kii,.... ,..... : �, ..6� ���... r:. North Fork J • • Mena • Ewalt • 11; • `': _ d� • 9 a1R°�® TSB 1 •—_ ;.,.- �''� . / CMif(irl l/etll. • _- ' :�w°•�� b; s1 : , " ' _ . : , • ... • - • SIN r• di . 4 �,• RIVER ,-----.-:- 0-.,--U----V:\EHN..,".-.•k...•.. ',.‹-M Flk•e .-,..r,,::...,,. " /. _ I4.:,..•,:,k5--•-.-.••-..I._.4--...-i ti)\_,re,-1-i.;r. $ , (: :_: - - _ : `BASIN ,, ,A _y ...: l - �1-B, ll0 ,1„, _ , _r • ��• rr- `f� _ dAte FOAc -_ - • • 1, Neeale.'.',73L:'` l` 9tw = _" �w _ -s 'G«*. - - ` ' 1 • • c. / _ DaMowesjsb ?c. ` ^' '2u,�' • \ um ��mi,„:„...- J� j' `- .✓ �Jc'� / • ;^1 i' • • v } 7s7_�f � � a '7 � ' • i �� ?� South \ ) 0 9(b p • - ti ,... ,_, ,... .,. • L., :::,. __...._,„ '.4� ��- , -PiRif _ ,'",` '!I■iC +4/� }� ;i - • - �''���..///1 �� - - - - . • Figure.E-7 J. • Jas(wn• r'`7 .r ` V r� f r/ �S•.r.• • - _ --� s Cedar •[r r[ �- s�r o...— -_ _ .. :,- • r of l�' � =�.-:. •- .< < ,o>E;. _ . DRAINAGE. BASINS I_ NAG . , - Nip �a: ; �/ - �T. Kin _ :!i��^:\ 'tt.i. 1.s \� .*: • OF s�An[EwArEnsNED _ .9$Unto/ ligOr • • ', -._ -,i r " e . ° li•7 _ Mom ' _ ' _ _.i • yy-�'� rawnua ; :kW _�1 : >•p�. — ;�.,�'; � s y,.. • - ),, — : • • �, �� _ ��- ,.:4 ,. ---- = _ .:;;;M Major Basin Boundary • -�?; 'yaw -_' .� _ �'• r-_ '• \ ©y�q+ • .iti ` _ _ .. " >�/ =F "`°'I�`" ' •�_- E • Sub-Basin Bounda af�litilli �"�` f `�' - -" r Source: King County Sensitive Areas i • ; NI `� � SoFolio,Wetlands� f i �,- Map ds Supplement a _�.. CITY Of TACOMA WATERSHED f L'„ „ ,, ��. BASIN s • - • 0 1 2 3 4 5 6 7 8 Miles VIII. OTHER PERMITS At this time the permits anticipated for this project are as follows: • • 5825.001 [DD/ps] it IX. EROSION/SEDIMENTATION CONTROL DESIGN The limits of clearing have been shown on the construction drawings to encompass the entire site area as well as right-of-way in South Grady Way and portions of the existing parking lot and entrance way within the Renton Village Shopping Center. The sediment-laden water created on site will be filtered by silt fence and CB protection prior to leaving the site. Since the site is so small and the topography is relatively flat, we have not provided any other erosion control measures. Please see the construction drawings for the erosion control measures provided. • 5825.001 [DD/ps] X. ADDITIONAL DOCUMENTS A. Bond Quantity Worksheet . I B. Declaration of Covenants 5825.001 [DD/ps] f • 0 _ _ ,___ _ -- • u°0 Cow Depattmeot of Derdopment and Environmental Services -- — — 3600 U6t4 Place srBFoston ssaos-l400 s TE PRC) x'u°`r • • 'roject Name: SIERRA Project No.: .ovation: Date: Sierra Activity No. p. na<`< .: st �� ? FF � " .4` ! ,, �� : c ,, t:,i—e � -w:? �. aG., " a.:�%.75 1�T :�.r N rra ib `Ytc-c n - a� y i��a�',�)r � At k c ;EROSION/SEDIMENTco(mOL • Fence.silt t. • • 1.30 • • HYdroseedln0 .40 SY • • Jute Mesh 1.00 SY Mulch,by hand,straw,2•deep .35 SY Mulch,by machine,straw,1'deep .40' SY • • Rock Constr Entrance,50'x 15'x 1' 1.030.00 Each Rock Constr Entrance,100'x 15'x 1' .• . 1.e00.00 Each Seeding,by hand i -- .35 SY J ESC SUBTOTAL - ��C V �y\_.Y \ :1 ti'F J`• # t f C t? L r= x s; � `i- ti'?' ' % 5 ,^, `4. fl.v.A•As :.,X`,. ••.•_•'•r'' ¢ :tt^v b� ) ..Via.., -J 3 z. . e 0 .,c 3: .. 't r.:r. t'1`-'y .>.j z'% .f'i :Rt:s.sys �i:�,t f 'r� ^:Dw�L.a' e- i� s r -). a . • .,3. ,a, ur,bf.^.`F'.i. ^ a 1 .•r. .., �:� Q ,gx 3 4 �;r cy < ,>za r <� <z , :-; � ..?�.+.�::'. `t:..:•..� r9 •` s?s?<�s� � . ..:3,:z_..,.u, '`�3; i� :ks;°Y�i 4+s`i ... a r µ . :z::::... �>.# s:.:.:. :...�,sAc.,.Y..:, • � �[',,",�'� :,:,. .. ...,s.: .� -,I <;7,. .<a.\ '"' zw t .' tfiA,Yw :i:.a�%i�:�s...t„- �,.r.,. S.n 4 Fs -,.zr '•7u'f4y.SAY fi'> > a :a YcS iii-^9 `:::a £X #T.L ;g: •• •3 ,,..-;.:,. ab,� b a a z?. # 3c .. .: 5Ys>: �.. ",+('Q S•.. �"v Sriq�. �Yu:,.,3t:•' >r .�_U`3•,. x s.,S::: � .>. `=�ta•'&S:Si� .s 2sai.�.D 'a',.. s. .,a ?. i�f, c ac. ..,a: ?N. :aQ a+Y"' to r.', acwx -sue>. .>?R' "S.`" C':. a>' ttioFSkS" �iN`'•'u '�`� Chi ? M � �) (v:�:, ':�) .�':{S<>>S.<l:P; '.:4' �>?.. c,y .3h' )- :a F 'F +.i'� .ar;�a..w'ar ..:vs s,rk::. <„s->'✓, ::i .H'.x?Pa ta.L;`>\ : F � b Y. . ....,,:3: ::�n3.ax:,b>:w$i: fir:- ::f� s .�..'C r b z @ � � � Y a„c;.?�w, ?.M •�uB". „,: 'r Y > ri, , .:i t \;;', 'L z wwos tt`w'iaz3 :k4,,:.,:17, ,✓ryry:::1, ...,sr `,e •.z„ y. z? )5;.,S�••, ,/ z < a l : g.t, 3 �:r.� i g< b :3. a♦. aboF:.t�sc^. C:<...F •• !. 1 ',Z•>.`�:L>,,�. 'z-- S;M,,,,,CYF t,"..:Y L : ?t1 -,,, YS r ::• ') •"". GOk 4 ENERAL ITEMS :o >i n •.'> C �. Ad �N S �° �L�.<. iil«a r '.',1-',,x»f x I F �ti}� �c N i Y� • YY '« s' t r�F C: war/Remove Brush.by hand .24 SY • • SUBTOTAL Fos PAGE • orfuht.EAU Mw X1e/e3 - r Page 1 • • • • • Sierra Project No. • . as Y .� ,� or. '.� "'r;r:Pori 1 "s'' ••�:. . �' <a <. ,. ...�.,. .� e J ..`<::,3,.`,�..�.�. �o`$�.;. `�: .3�°Lt,i.<?�e`a'`i�lF'�E �:�k' ';<sza.n a :,,r;:y.,`�. a:' ' ,.,»�,'� I� , e.€zi ,ar x s .` :rM;;;:;rordrigmAND a:,r. z; ::• :Ed'r ,G.;;: » ?i4��LiF. n .. .:>. .r.�:� :::o o.,s','Y:.....:r y .. .< �' '7?•)aWcz :.. o :. .y � .r.i�h.s.,�..., .. :A'�'�. s. .. seo�.<�'' . :. �yb"t%kt,'.'Txiu. sf. .'�,, �s!^'. �Gy'i:�,`:�� :i:iCr�:ga': . . _ <..•,.q:...:: a .,z a . 0 �. r ',fss :,:.z.$ a >: ai xK v A.>.s"Y`7 "�'<: ,;,;:."<,,,;:, N .>x>s• a"€`. .e �,y .. �. c)<;M..: �. c c Ate, /� i. U�'_' ",a x �. s y,. "a,73 $. q.:..Ns :f:.i.ri,l .: ":SUNtl,F# Xl`�"1 J' ` 4 >.q .:;' ��": r��„c� •ail:, ,:>�;r <.�M', s'�r 4;?;�-�� ::i....:. '�, `,D<:Sfd;z..$f: ; .,,«,:.' .:,, . ...:<'€s: .d"*<s.'cr-.: �.;..zr.,� '..�:' r '`� " u�•,. '.y: s ^a.>.¢"Pica . ..�Yo�:Mt��e'..,.:i��`.��'ss,,��<.Ja?<��So.�•.�.e�: >s€o` %;� .�i.J'. «s5��,"s",;.:.�: :,5;�� i.� 'i ���z,tl� <.is°r.r<< ;1r3' <,; <.;.>Fg.3��s� y..r,.nr'rKFzs':G'z>, ..vr;;-.az<>?3.. axs � .* r A r' `-y`. oao ,fy :.Y>�.:.,N,.o�'..?:`Ke. uw.&,<.$ )<....3*....s .�:r`0 ... >H,.�.,. . rv`i ,,, yiQ. << o..'K. ...>.� .... .< ..�f3l�'< ..x f<XF.Y. .a>. .,.b�.:o ,. ...:`;:;0..:2:'.s.i:. k e!%.ra< :t$� .r✓. ..".�. r:..<. :...So e n.pSa. ...��:.:�c� z .."C�o•o So>a.. a: e>. .tea.'K.a e'«f`J Y,.. o h 'ai .t.., a.X , P. . ..: ..• . .. a L o .. ". ..3; .A. �: ,% >f:.�x.. �tli y�.. .. F.....,3,.. .a., ...> z ...< ... <, ,........ . s rPt� °•zaK. >.,e .... o. �'. . �'x^:. ran:. ��... .�..... ...:. ...::. ..P.. .... .. ..>... .. :). ... . ,...D e " v s . kI ••GENERAL ITEMS w��/� :� l.S!wt, "1wa<M31•. .. '�,h,.lAn/�*� �� �t i�lK+�e✓<�f f�y��,�.,}� I'�C��r`w� (� 7j! }Qy lt:on GI • • > . . " .. >. a/H Ad•«�: ! ���Y^• tL(DMI' �Y.`�I��sft��-rr Mari /Grubbl IRemovai tree. a 150.00 Acre • i • �r i cY r • c1l , cY . Grading,fne,by hand •1.30 SY • • Fencing,cedar,e'Ngh 25.00 LF Fencing,chain link.e'high •8.20 LF • Fencing,chain link.gate,20' 880.00 Each Fencing,temporary MOPE) - • • 1.10 LF • Sod 4.82 SY .. • Monuments.3'long . 84.00 Each Surveying,lot Iooationlgnes • 830.00 Agee Surveying,line&grade 510.00. Day Trail,4'crushed cinder 8.50 • SY • Trail,4•top course 8.00 SY . Geblon,3'thick,no earthwork 97.00 • SY - • Wail,retaining,rookery w/earthwork, 21.00 • SF SUBTOTAL FOR PAGE •F3nwe,kN,,.rru Y..memo • Page 2 • - t � " ft➢ ;:a' k Sierra Project n.., • k: .:" �gsi# :�aJt:;_Hi". ''.:4wq. ra,,&:\:.A �`:3u .3 '.o�'.. • •.......n..,?iw S.2A.v 2ti`°�C'o22���b�:Y}`��•. �` �ti, �: .<., \ .'�f'�'.Vh°en' '`.o'�ip `i:•`x _-_ -__- :.•,lY::o•.t 'y�i?�v :wK�"`, '•.:........N ..,,i. .w'k<e..• :3.'x.`'Z �" • M t\,•t5({rT '`cwr'�: '>^`♦ •..`+y'd' :Y.tC�l.�.\�::%"\' .$:Kt:" >.r_s.>ya .k�. w."�s„•b:: .,. ` F:.. :ti: ':g•� S• "i: .wR ...k: sc ..•,: "F...r?s.. •• w:.,.�., :.>>.,<:... t,..:{... >>.. t'Allt .cam .. 3r.: >t; , O.i \�..7,\J'.kQ.'�•>[„•.v:..,,. •: k�aL`: ..2< \ ...�.•"r.'::\'•S'°. k A t >Y3'%C _-_ .•�\Za W v:a \ � �• 3... \h,... M�:� ��.`i S• �.b.:a..:t� .:\. :•.' +2� �a f .'�e{'"' • tJ"'nYr.;x.''.it..,r-. . `J I . ,�a�- .\\ �.a�.:\a,....3. ejh. ..• .: .�.Z \.. a� ..$.:.:�`a.. r.,, N..�`Cp'�: ',�:. � <'k�i.1�.�i4cts ?s''> .t�i5 •.,•. ?.e. ae .\�:3.•� d3`. ,.�ta. ise.: ..e » :�SY, ksk."�< �.:,a, rA.1h(D� ��+•.��.�'e< �.. Hp't":. io:• v,,`:, i.e'�\\.Eeo z ..'..a e.. ?a::>1::..a@i, w�. •F` .o;r i x.� s -',. s.. s�, .�v'.•:. ,;:: \, :».\\fi.. :e� :.Y.. �a. r 3:\. � ,sJ:. °.:> �k1N o> :�'' e<.-�. ,3'• $�jl�` e u . .w.•,... .,...\ .13:;> ..:.•w � .?` �aY�`3.�. _ 't1i1'e� ��s� u� x,>_. .,:..... ,. : ,>:;:. a ,�. \\.?..`�� w y :•a. .MWl/tiN ..a �.. R�i7 %f°r`. 4.I., C .silk. �W '1.1, ,. ,'a.. --,--bY>�>•i. ... `sk :3f. >?L :'4'.VI�XM.,'ly M- '' �,^A a'k:M 'l .�.: qg „ K • ce,..,.�r `�t'k: '�`:, 3sa ``a :..,.� < «�..: r " .• s`Y.. .,s 9 ,m .,<• �'rs`,t ei:! :;;z- av'.,' ..� ' ��; `: �,eifw�•.itdn':•...ZM.�?:�tkk�• 'i,::c�...�� w.., :;.�:> �����P&. 4,4 ��.,`9`� •k� .o' ..: a���\. Z �.b. `�, <:Y. )`« s :3?. S o��.s���,.,.,...n..•i�a" �i%i" �y '.�` k \i,`:?�YM'�. :A�1!'.:� �`.a.`: 'a:" �:d F^ G-�i� 9 Q�Q� v.J� ss��e..� ii:X Y. �.`> -..`�F.,�`.r ..\ v. �� \ �i0 :uF r8^�.atv':. `6. ;F':;.A' �' a(`� t.\ �. .9 ':�;o.` �''tc'7. � `.� $ \L rx: .. `ea \ 1 � i u ar` dk A. a .` , e�", •• \ . ..... � . . @. �: < t >:k, ;. : any,(• ,qr;o ,>� �„•.. .,.�.,. .....ti, , . . .�s xt.,a � ...a�. .Ya'>,�a �::�,.: .c4< �d' <es'*�< �� y'r., �$;�,, 'E • ....�.\�S:�Ltt�` }ttii Y ��`�)� L,y� 6 `} •� �� b:FC..fR'a .,. i,4C:'A.., ...WH>k'3:� 3.n�::t�. �i.\°�fi'� g� • V.K+: :� � :@Y.A: -�'c �� � •P. `N-�: �n� V^r.:. `, �W r.Ct.:. I ROAD w :.>, r• :y6 .. .� ��.>+y,�..,,1ft! . R.�: .. a .� ufi'�w. S'yS't £Y >J, INiPROVE14tpy ra \.: g N d AC Grindin0.4•'machine a t -.� p x 1�iltP x, 7.00 SY AC RemovaUDieposalMepalr 80.00 SY ` • Barricade.type iQ • 30.00. LP Bericde.type I • • 20.00 LF Curb.extruded asphalt 120 LF I Curb.extruded concrete • • 120 LF i Curb A Gutter.rolled j 8.30 LF Curb A Gutter;Verdes, 8.80 LF DemoRd PueJJDlapoed.curb di tter 10.30 !FDemolition/Disposal;sidewalk 22.50Sewcut.asphalt.3•depth i1.30 IF • • 'En i Sewout.concrete.per•1'depth 1.10 IF Sealant .70 LF • i Shoulder.AC.tee AC Road • •" i . SY • ' Shoulder:ttravei 6.40 . SY I Sidewalk..4'thick.vertical curb • 20.80 SY I Sidewalk.5•thick,roiled curb I 23.90 SY i Striping,4•rellectodzed line .20 LF SMpitig,Per parking Malt2 80 Each Thickened Edge 4.70• .LP • I • ROAD SURFACING • (4•rock-2.5 base S1.5'top course} • AC Ovday.1.5•AC AC Over!ay 5.40 SY I,2•AC 8.50 SY I ' t SUBTOTAL PGA PAGE wat•k.rw.FRU M1w 9/21,M1 , Page 3 t • Sierra Project No. •.,w R . :yC`� .. ., ....,„ _ i : .:a:">s:;.:x:a�.,.i:za::<ora '�'.: `�Y;a � " 3g. �... z>.�sF ., .. .�. .�� :`"�... :''"�' > '�D<as . Ztitto ,%,: M...404.,�`. ,�<��>� '�`>.w,,� .�:�?h.->. �a...+'�;n.w�;u. ..:..::. �..•3: ,�az..�..,:..�.��.��. ,.zx�.>. .. u.. .,��, a,>.�. ,s'?t., "`'p i� 7.:x' 'k•>::3.,rd"'r4c'"TsI.* . .�`�,.A3n'"?a��,�'.�i?diiiw..< ��lb.<$}. `07` ` ',,�. .: ,o, �<. ..'��a��?<e�Ss:mvlG�:'•.»:�z' :� �l ! RigYftigfg ',Vat Z u ,..,.. ..... �,.,n<`et.'xC e>o`•;" �. ;, ,v y �<v<�p>::.. .. .... .. ... • .��. • .. .� wn ..a, ��`�w. a�S..,� .. �aw�S:`>,..,,.#aa`�.VY.a, Ni' ': 'ssa^> >',�". �r� :d" ,».. ��'<.:;�,< .\�,>t� >� a3. :fit„ ;;?_.. 1 5 �m..�,'>�'�>. `9�...,<�':. �' • p�<.�`tv?a,::�,e,:<R;a .,,. ...:.t >�.�..�:'`-=5E1iS32.. .,h, 'e;"C.;.x:�. > '3;. v > ?3?. ,a .".�.a. _>-,,.,.. mow.:s>Y.;:R`+. >�:...>:..>s., '`c�»... 1 D ;'., f4Y gi .:iiwRtP a< • ROAD SURFACING(Con'L)> • AC Roed;2•,4•rock,First 2500.SY 13.70 SY — ‘ AC Road,2•,4 rock,Qty.over 2500 SY 9.10• ' SY I, AC Road,3•,4 rook,Rift 2500 SY 18.50 SY - . -•AC Road,3•,4 rock,Qty.over 2500 SY 11.00 SY - AC Road,5•,Rret 2500 SY 18.30 , SY . • AC'Road,5•,Qty.over 2500 SY 10.80 SY AC Road,8•,First 2500 SY 19.10' SY AC Road,8•,Qty.over 2500 SY 12.70 , SY .. Asphalt Treated Base(ATE)(Assume 2.05 ton/cyd) ' 3d.00 Ton . Gravel Road,4'rock,First 2500 SY 7.20 SY • 1 Gravel Hoed,4 sock,Qty.over 2500 SY 4.70 SY PCC Road,5•,no base 14.30 SY . PCC Road,8•,.no bare 16.80 SY • • • DRAINAGE •• (CPP...Corrugated Pfasdo Pipe,N-12 or equivalent) • Aooefa Road,RID • 9.30 SY .• Bollards-fixed 290.00 Each •_ _ I Bollards-removable 475.00 Each • _N (C Include frame end'1(d1 fah CB Type 1 850.00 EachI CB Type IL 1,000.00 Each • CB Type R,48•diameter 1,300.00 4'deep ` ' for additional depth over 4' . +320.00 +1'depth I • SUBTOTAL FOR PAGE • • 1.321Wer4l,.rU ke 2/2e/113 - Page 4 t;. ., R: Sierra Protect No. a rka `@ q�<,,£ qa�,‘ us x�a•.•:4. v.,,�..,.,,2a ..,.�,.A. 4.�.., .x�"?`."C ... x2:?:"'0.`:�:f. �%i` .�' k. ...�k:^r:,�i�, C. s•nF.:. �" < . ,. . ,�..�..,,<> EQ '�/3�t:. ��> ' •'3E �:�4f.�j �,, \ aQ. .�'h <Z �a�5�� �±�z; A ��;. ��.'. a��'� �� ��` � ' a :.s "n: .,!�`. `x� t'Sy:,,���� �x ' '..ts S', �'L ..XCIHI. � "tr, .D ,:'+ss...ly.' //�� ,y: y .<ffi` ' :�� .@ � `",y st�,.v"2'°a .K :'.C�:x ,mys%d) Y<ap.��>,�� ,.{?. :<S' , xE� ? e. w �;`�qx': x.Y `.F�. .V., `::\x<2:.1: .2� ,��wa�<3'1 "'S^" :Q`.a •3v .R. i^:. u ' s :<9�. .Y) 'c.�'' 0:4v v3, h ':i:s�; � ii`'i' '<p' .i4 '.'k'.•� S:. �. '„.'2 \..v. ..�'``: ,A,�<.�4�1xP ::C .?:v7Y+.<rifi T;. �. ..'<X�(.. ..fi• ': <m`..az: :-�`�. ',4�i A$,: ,<^'�2 o...w...x:g,`...;,; jai.. �. <x v.>1 a:..� .�. .. .,.\.. �„<..@... � ..aix ,�:�`. ?u, �, ;�. ,a� 4�^,s� ��'..3 ..:�' ��'' :y�'::ac�ri., �a�gy� � `.� r:�.rk. c.`:<o<.:rao. `. - � �<..�c..:J.a3�....���.":....:,‘.,4 ..`,. x 3 +$-,zx .�. S�s�:'��;� .4,. :.� b?�`� , .a:vJ,:`\_4.a�.� ;.`�^.a.�. <<�\.,,\a�.. \ 1� 2�,� ;,� <ss?2'". zc'' ,xy� �,h�.�. eite 'C. `Q�aV`�a0.:4' c4.,; 6,0 w'F'�. '",gt 4V.s. t.' � 7��tr • DWI A . y DRAINAGEax,` tixw:a.:Lc v\a, . ..a 'a ., Oea ��t"!'f �fi r. .ttI� ' % (Cen'L) Yarrow .... :r:gpti ' .^..... 'ra Ctt • CB Type II,54'diameter 1,450.00 . 4'deep for edditional depth over 4' +370.00 +1'depth • CB Type d,60`diameter 1,600.00 4'deep • for additional depth over 4' • +410.00 +1'depth - CB Type 0,72'diameter • 2 200.00 4'd • • • for additional depth over 4' +520.00 +1'depth • Through-curb Inlet Framework(Add) 225.00 Each • - Clermont,PVC,4' 96.00 Each • deersotrt,PVC,6' 115.00 tech ' deenout,PVC,8' 142.00 Each Culvert,PVC,4' 4.50 LF Culvert,CPP,6' 9.30 LF - • vert,PVC,6• 6.40 LF�If Myer!,CMP,8' • 9.50 LF • • invert,oonorete.9• 12.90. IF • .- .Evert;CPP,9' 10.00 LF :overt,PVC,8' 9.00 LF invert,CMP,12' • 14.60 'LF • Utvert,concrete,12' 17.90 • IF • invert,CPP,12• - • 16.60 LF _ invert,CMP,15' 18.70 LF • • Avert,concrete,15' 22.50 LF • itvert,CAP,15• . . 19.50 • LF Avert.CMP,18' 21.90 LF • SUBTOTAL FOR PAGE .t.t.rau e...7naRae ` . ' • Page 5 iN) �,) • • Verret Project No. .a o, . ......p.; ;...... .:, ,:'.>Y.',yw.•.c..,,..v.... ,.:.:,,..oJ�:,.:,j .:.:�.,�>e<...v..r. :,..: '..:.c ,:,.,....•' '..',.` ' • "IRO <� :y. .iµ„4?fiC.�"—�f: � :i:' '^b� •; sr.G:. !` 'a:nT� 3 R�l?0: >..y4:¢e • ,! 'i:..r i>;... .n; �� ta4 Ia x,R>: 4e^C :' kfWs " •Td :V. i! 5' sr *''4 il.t4i�a" � Ri e GkF1A LYEB 7e y . XJn b1CT �a, �a'� Vr ek :a �^',3 . �, 4fXt _I .g'�x3` , g;z4 mv>, is< .. . : ` oitzi4•Y . • „ hv.:. q:• Z3 % ,> . qi3^"; ...5 IaS y :: ...'s?a.y:.,,,e,.R ,<.C:L ys:x,3,$,u£.. i=' @ik ,�v v'`io:.:,A3 . , �i s � ,. , • , Y' WAWA, • , Ra `3 L,,v,'.3s' Ex vV<:�" visor i I•% a \2.\ ...o � . )e.> � > w� *? yl?•3 � •- ,..I a�>F:Ch� ci r.a. .,.,\ v.,yq.a.,. r o,.. ., �d�: Pro, , : '! . eDRAINAGE(Conn) • il • Culvert,concrete,18' • 27.60 • LF • Culvert,CPP,18' 22.00 • LF — Culvert,CMP,24• 30.30 LF • Culvert,concrete,24• 39.80 LF Culvert,CPP,24• • 29.00 LF • { Culvert,CMP,30• 38.60' LF Culvert,concrete,30' 84.70 .IF , • Culvert,CMP,38• 82.80 LF ICulvert,concrete,38• Y 83.20 LF • Culvert,CPP,38• • 39.00 LF • Culvert,concrete.42• 101.80 LF r Culvert,CMP,48' 80.60 LF • I Culvert,concrete,48• 113.00 LF • •Culvert,CMP.•60•• • , • 112.00 LF i Culvert,concrete.60' 164:00 LF • • r Ditching,bare,roedsMe• 5.40 CY Row Diapered Trench 1.100 bate•+ 15.00 LF • r • French Drdn 12.30 LF• Mid•tenk Access Meer,3E• - 700.00 Each • I Pond Overflow Splliway 4.70 SY • Reatrlctor/Of Separator,12• 785.00 'Each Reatictor/011 Separator,15' 885.00 Eech Restriotor/011 Separator,18• I 1,035.00 Each • SUBTOTAL FOR PAGE 3rw«w.ne.inu ue 21:e103 Page( Siena Protect No, Quantities above were completed by: Signature: —— ----- - - ---- -------- ---- —— Date: PE Registration Number: Firm Name: Telephone Number: • Address: This section to be completed by nig County BOND COMPUTATIONS: • PERFORMANCE BOND AMOUNTS MAINTENANCE BOND AMOUNT DEFECT BOND AMOUNT Stab(I(zatioNErosion Sediment Control (ESC) Existing Right-of-Way Improvements (D) Future Public Road Improvements (E) • Private Improvements (F) (E+F)x 0.25 R/D Facilities and Conveyance Systems TOTAL (T) x 0.15 PERFORMANCE BOND AMOUNT RIGHT-OF-WAY&SiTE RESTORATION BOND (D+E) (First 87,500 of bond shall be cash.) /1 '82 • PERFORMANCE BOND TOTAL AFTER BOND REDUCTIONS 03 • (T A,B OR Cl NOTE: The word'bond' Is used to represent Original bond computations • any financial guarantee acceptable to prepared by: Signature of Person Preparing Bond Reduction KingCounty. Date: 01 Date • /2 • • •• Date • f3 • NOTE: Total bond Date be Tess then 30%of amounts a on sthe surn of hall not maintenance and defect amounts shown above,whichever is greeter. Page 8 XI. MAINTENANCE AND OPERATION MANUAL • 5825.001 [DD/ps] • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL MAINTENANCE REQUIREMENTS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 1 - PONDS . Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Trash &Debris Any trash and debris which exceed 1 . Trash and debris cleared from site: • cubic foot per 1000 square feet(this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general,there should be no visual evidence of dumping. Poisonous Any poisonous vegetation which may No danger of poisonous vegetation where Vegetation constitute a hazard to County personnel County personnel or the public might or the public. Examples of poisonous normally be. (Coordination with vegetation include: tansy ragwort,poison Seattle/King County Health Department) oak,stinging nettles,devils club. Pollution Oil;gasoline,'or other contaminants of No contaminants present other than a one gallon or more or any amount found surface film. (Coordination with that could: 1)cause damage to plant, Seattle/King County Health Department) animal,or marine life;2)constitute a fire hazard;or 3)be flushed downstream during rain storms. Unmowed Grass/ if facility is located in private residential When mowing is needed,grass/ground Ground Cover area,mowing is needed when grass cover should be mowed to 2 inches in exceeds 18 inches,in height. In other height. areas,the general policy is to make the pond site match adjacent ground cover and terrain as long as there is no interference with the function of the facility. Rodent Holes Any evidence of rodent holes if facility is Rodents destroyed and dam or berm acting as a dam or berm,or any evidence repaired. (Coordination with Seattle/ of water piping through dam or berm via King County Health Department) rodent holes. Insects When insects such as wasps and hornets. Insects destroyed or removed from site. interfere with maintenance activities. Tree Growth Tree growth does,not allow maintenance . Trees do not hinder maintenance access or interferes with maintenance activities. Selectively cultivate trees such activity(i.e.,slope mowing,silt removal, as alders for firewood. vactoring or equipment movements). If ' trees are not interfering with access,leave trees alone. Side Slopes of Erosion Eroded damage over 2 inches deep ' Slopes should be stabilized by using Pond ' where cause of damage is still present or appropriate erosion control measure(s): where there is potential for continued e.g.,rock reinforcement, planting of erosion. grass,compaction. Storage Area Sediment Accumulated sediment that exceeds 10% Sediment cleaned out to designed pond of the designed pond depth. shape and depth;pond reseeded if necessary to control erosion. Pond Dikes Settlements ' Any part of dike which has settled 4 Dike'Should be built back to the design inches lower than the design elevation. elevation. Emergency Rock Missing Only one layer of rock exists above native Replace rocks to design standards. Overflow/Spillway soil in area five square feet or larger,or any exposure of native soil. I ' A-1 1/90 i KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 2 - INFILTRATION • Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed Genelral Trash &Debris See "Ponds"Standard No. 1 See"Ponds Standard No. 1 Poisonous See "Ponds"Standard No. 1 See"Ponds Standard No. 1 Vegetation Pollution See"Ponds"Standard No. 1 See "Ponds Standard No. 1 Unmowed Grass/ See "Ponds"Standard No. 1 See"Ponds Standard No. 1 Ground Cover Rodent Holes See"Ponds"Standard No. 1 See"Ponds Standa'd No. 1 Insects See"Ponds"Standard No. 1 See"Ponds Standard No. 1 • Storage Area Sediment A percolation test pit or test of facility Sediment is removed and/or facility is Indicates facility is only working at 90% of cleaned so that infiltration system works its designed capabilities. according to design. sheet Cover Sheet cover Is visible and has more than Sheet cover repaired or replaced. (If Applicable) three 1/4-inch holes in it. • Sump Filled With Any sediment and debris filling vault to Clean out sump to design depth. .Sediment and • 10%of depth from sump bottom to Debris (if bottom of outlet pipe or obstructing flow Applicable) into the connector pipe. Filter bags Filled with Sediment and debris fill bag more than Replace filter bag or redesign system. Sediment and 1/2 full. Debris - lock Filters Sediment and By visual inspection little or no water Replace gravel in rock filter. Debris flows through filter during heavy rain storms. • • • • • • • • A-2 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed Storage Area Plugged Air Vents One-half of the cross section of a vent is Vents free of debris and sediment. blocked at any point with debris and • sediment. Debris and Accumulated sediment depth exceeds All sediment and debris removed from Sediment 10%of the diameter of the storage area storage area. • for 1/2 length of storage vault or any point depth exceeds 15%of diameter. Example: 72-inch storage tank would • require cleaning when sediment reaches depth of 7 inches for more than 1/2 length of tank. • Joints Between Any crack allowing material to be All joints between tank/pipe sections are Tank/Pipe Section transported into facility. sealed. Tank/Pipe Bent My part of tank/pipe is bent out of shape Tank/pipe repaired or replaced to design. Out of Shape more than 10%of its design shape. Manhole Cover not in Place Cover is missing or only partially in place. Manhole is closed. Any open manhole requires maintenance. Locking Mechanism cannot be opened by one Mechanism opens with proper tools. Mechanism Not maintenance person with proper tools. • Working Bolts into frame have less than 1/2 inch of thread (may not apply to self-locking lids). - Cover Difficult to One maintenance person cannot remove Cover can be removed and reinstalled by Remove lid after applying 80 pounds of lift. Intent one maintenance person. is to keep cover from sealing off access to maintenance. Ladder Rungs King County Safety Office and/or Ladder meets design standards and Unsafe maintenance person judges that ladder is allows maintenance persons safe access. unsafe due to missing rungs, misalignment,rust,or cracks. • Catch Basins See`Catch Basins'Standard No.5 - See'Catch Basins'Standard No.5 • • • • • A-3 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 4 - CONTROL STRUCTURE/FLOW RESTRICTOR Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Trash and Debris Distance between debris build-up and All trash and debris removed. (Includes bottom of orifice plate is less than 1-1/2 Sediment) 'feet. Structural Damage Structure is not securely attached to Structure securely attached to wall and manhole wall and outlet pipe structure outlet pipe. should support at least 1,000 pounds of up or down pressure. Structure is not in upright position (allow Structure in correct position. up to 10%from plumb). Connections to outlet pipe are not Connections to outlet pipe are watertight; watertight and show signs of rust. structure repaired or replaced and works as designed. -Any holes—other than designed holes— Structure has no holes other than in the structure. designed holes. Cleanout Gate Damaged or Cleanout gate is not watertight or is Gate is watertight and works as designed. Missing missing. Gate cannot be moved up and down by Gate moves up and down easily and is • one maintenance person. watertight. Chain leading to gate is missing or Chain is in place and works as designed. damaged. Gate is rusted over 50%of its surface Gate is repaired or replaced to meet area. design standards. Orifice Plate Damaged or Control device is not working properly Plate is In place and works as designed. Missing due to missing,out of place,or bent • orifice plate. • Obstructions Any trash,debris,sediment,or vegetation Plate is free of all obstructions and works blocking the plate. as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having Pipe is free of all obstructions and works the potential of blocking)the overflow as designed. Pipe. Manhole See "Closed Detention Systems"Standard See"Closed Detention Systems"Standard No.3. No.3. Catch Basin See"Catch Basins"Standard No.5. See'Catch Basins"Standard No.5. • • • • A-4 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS Maintenance Conditions When Maintenance Results Expected Component Defect is Needed When Maintenance Is Performed General Trash & Debris Trash or debris of more than 1/2 cubic No,trash or debris located immediately in (Includes foot which is located immediately in front front of catch basin opening. Sediment) of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris (in the.basin)that No trash or debris in the catch basin. exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe Inlet and outlet pipes free of trash or blocking more than 1/3 of its height. debris. Dead animals or vegetation that could No dead animals or vegetation present generate odors that would cause within the catch basin. complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic No condition present which would attract foot in volume. or support the breeding of insects or rodents. • Structural Damage Corner of frame extends more than 3/4 Frame is even with curb. to Frame and/or inch pastcurb faceinto the street (if • Top Slab' applicable). • Top slab has holes larger than 2 square Top slab is free of holes and cracks. inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin). Frame not sitting flush on top slab,i.e., Frame is sitting flush on top slab. separation of more than 3/4 inch of the frame from the top slab. Cracks in Basin Cracks wider than 1/2 inch and longer Basin replaced or repaired to design Walls/Bottom than 3 feet,any evidence of soil particles standards. entering catch basin through cracks,or • maintenance person judges that structure is unsound. • Cracks wider than 1/2 inch and longer No cracks more than 1/4 inch wide at the ' than 1 foot at the joint of any inlet/outlet joint of inlet/outlet pipe. • pipe or any evidence of soil particles entering catch basin through cracks. Settlement/ Basin has settled more than 1 inch or has Basin replaced or repaired to design Misalignment rotated more than 2 inches out of standards. alignment. . • Fire Hazard Presence of chemicals such as natural No flammable chemicals present. I gas,oil,and gasoline. Vegetation Vegetation growing across and blocking No vegetation blocking opening to basin. more than 10%of the basin opening. Vegetation growing in inlet/outlet pipe No vegetation or root growth present. joints that is more than six inches tall and less than six inches apart. • Pollution Nonflammable chemicals of more than No pollution present other than surface 1/2 cubic foot per three feet of basin film. length. • • • A-5 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NOi 5 - CATCH BASINS (Continued) • Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed Catch Basin Cover Cover Not in Place Cover is missing or only partially in place. Catch basin cover is closed. Any open catch basin requires maintenance. Locking Mechanism cannot be opened by one Mechanism opens with proper tools. Mechanism Not maintenance person with proper tools. Working Bolts into frame have less than.1/2 inch of thread. Cover Difficult'o One maintenance person cannot remove Cover can be removed by one Remove lid after applying 80 lbs:of lift; intent is maintenance person. keep cover from sealing off access to maintenance. Ladder Ladder Rungs Ladder is unsafe due to missing rungs, Ladder meets design standards and Unsafe misalignment,rust,cracks,or sharp allows maintenance person safe access. edges. • Metal Grates Grate with opening wider than 7/8 inch. Grate openings meet design standards. (if applicable) Trash and Debris Trash and debris that is blocking more Grate free of trash and debris. than 20%of grate surface. Damaged or Grate missing or broken member(s) of Grate is in place and meets design • Missing the grate. standards. f• • • • • A-6 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 6 - DEBRIS BARRIERS (e.g. Trash Racks) Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Trash and Debris Trash or debris that is plugging more Barrier clear to receive capacity flow. than 20%of the openings in the barrier. Metal Damaged/Missing Bars are bent out of shape more than 3 Bars In place with no bends more than Bars - inches. 3/4 inch. Bars are missing or entire barrier is Bars in place according to design. missing. Bars are loose and rust is causing 50% -. Repair or replace barrier to design deterioration to any part of barrier. standards. • • • • r . L A-7 1/90 • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 7 - ENERGY DISSIPATORS • Maintenance Conditions When Maintenance Results Expected • Component Defect Is Needed When Maintenance Is Performed External: Rock Pad Missing or Moved Only one layer of rock exists above native Replace rocks to design standard. Rock soil in area five square feet or larger,or any exposure of native soil. Dispersion Trench Pipe Plugged with Accumulated sediment that exceeds 20% Pipe cleaned/flushed so that it matches Sediment of the design depth. design. Not Discharging Visual evidence of water discharging at Trench must be redesigned or rebuilt to Water Properly concentrated points along trench (normal standard. condition is a"sheet flow"of water along trench). Intent is to prevent erosion damage. • Perforations Over 1/2 of perforations in pipe are Clean or replace perforated pipe. Plugged plugged with debris and sediment. Water F'..ms Out Maintenance person observes water Facility must be rebuilt or redesigned to Top of"Distributor" flowing out during any storm less than standards. Catch Basin the design storm or it is causing or appears likely to cause damage. Receiving Area Water in receiving area is causing or has No danger-of landslides. Over-Saturated potential of causing landslide problems. Internal: Manhole/Chamber Worn or Damaged Structure dissipating flow deteriorates to Replace structure to design standards. Posts, Baffles, 1/2 or original size or any concentrated Sides of Chamber worn spot exceeding one square foot which would make structure unsound. Other Defects See'Catch Basins"Standard No.5 See'Catch Basins"Standard No.5 • • • A-8 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 8 - FENCING Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Missing or Broken Any defect in the fence that permits easy Parts in place to provide adequate Parts entry to a facility. security. Parts broken or missing. Broken or missing parts replaced. Erosion Erosion more than 4 inches high and 12- No opening under the fence that exceeds 18 inches wide permitting an opening 4 inches in height. under a fence. Wire Fences Damaged Parts Posts out of plumb more than 6 inches. Posts plumb to within 1-1/2 inches. • Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence (including posts,top Fence is aligned and meets design rails,and fabric)more than 1 foot out of standards. design alignment. Missing or loose tension wire. Tension wire in place and holding fabric. Missing or loose barbed wire that is Barbed wire in place with less than 3/4- sagging more than 2-1/2 inches between inch sag between posts. posts. Extension arm missing,broken,or bent . Extension arm in place with no bends out of shape more than 1-1/2 inches. larger than 3/4 inch. Deteriorated Paint Part or parts that have a rusting or scaling Structurally adequate posts or parts with or Protective condition that has affected structural a uniform protective coating. Coating adequacy. Openings in Fabric Openings in fabric are such that an 8- No openings in fabric. inch-diameter ball could fit through. • • • • A-9 1/90 KI1NG COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 9 - GATES • • Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Damaged or Missing gate or locking devices. Gates and locking devices in place. Missing Members Broken or missing hinges such that gate Hinges intact and lubed. Gate is working cannot be easily opened and closed by a freely. maintenance person. Gate Is out of plumb more than 6 inches Gate is aligned and vertical. and more than 1 foot out of design alignment. • Missing stretcher bar,stretcher bands, Stretcher bar, bands, and ties in place. and ties. Openings In Fabric See"Fencing"Standard No.8 See "Fencing"Standard No.8 • • A-10 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 10 - CONVEYANCE SYSTEMS (Pipes & Ditches) • Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed • Pipes Sediment&Debris Accumulated sediment that exceeds 20% Pipe cleaned of all sediment and debris. of the diameter of the pipe. Vegetation Vegetation that reduces free movement of All vegetation removed so water flows water through pipes. freely through pipes. Damaged Protective coating is damaged; rust is Pipe repaired or replaced. causing more than 50%deterioration to any part of pipe. My dent that decreases the cross'section Pipe repaired or replaced. area of pipe by more than 20%. Open Ditches Trash & Debris Trash and debris exceeds 1 cubic foot Trash and debris cleared from ditches. per.1,000 square feet of ditch and slopes. Sediment Accumulated sediment that exceeds 20% Ditch cleaned/flushed of all sediment and of the design depth. debris so that it matches design. Vegetation Vegetation that reduces free movement of Water flows freely through ditches. water through ditches. Erosion Damage to See"Ponds"Standard No. 1 See "Ponds"Standard No. 1 Slopes Rock lining Out of Maintenance person can see native soil Replace rocks to design standard. Place or Missing (If beneath the rock lining. Applicable) Catch Basins . See"Catch Basins"Standard No.5 See"Catch Basins"Standard No.5 Debris Barriers See"Debris Barriers"Standard No.6 See"Debris Barriers"Standard No.6 (e.g.,Trash Rack) • • • • • • • • • ram._ A-11 . 1/90 • KING COUNTY, WASHINGTON, SURFACE-WATER DESIGN MANUAL NO. 11 - GROUNDS (Landscaping) Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Weeds Weeds growing in more than 20%of the Weeds present in less than 5%of the (Nonpoisonous) landscaped area (trees and shrubs only). landscaped area. Safety Hazard Any presence of poison Ivy or other No poisonous vegetation present in a poisonous vegetation. landscaped area. Trash or Litter Paper,can, bottles,totalling more than 1 Area clear of litter. cubic foot within a landscaped area (trees and shrubs only)of 1,000 square feet. Trees and Shrubs Damage Limbs or parts of trees or shrubs that are Trees and shrubs with less than 5%of the split or broken which affect more than total foliage with split or broken limbs. 25%of the total foliage of the tree or shrub. Trees or shrubs that have been blown Tree or shrub in place free of injury. down or knocked over. Trees or shrubs which are not adequately Tree or shrub in place and adequately supported or are leaning over,causing supported; remove any dead or diseased • exposure of the roots. trees. • • • • A-12 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 12 - ACCESS ROADS/EASEMENTS Maintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance Is Performed General Trash and Debris Trash and debris exceeds 1 cubic foot Trash and debris cleared from site. per 1,000 square feet,i.e., trash and debris would fill up one standard size garbage can: Blocked Roadway Debris which could damage vehicle tires Roadway free of debris which could (glass or metal). damage tires. Any obstructions which reduce clearance Roadway overhead clear to 14 feet high. above road surface to less than 14 feet. My obstructions restricting the access to Obstruction removed to allow at least a • a 10-to 12-foot width for a distance of 12-foot access. more than 12 feet or any point restricting access to less than a 10-foot width. Road Surface Settlement, When any surface defect exceeds 6 Road surface uniformly smooth with no Potholes, Mush inches in depth and 6 square feet in area. evidence of settlement, potholes, mush Spots,Ruts In general, any surface defect which spots,or ruts. hinders or prevents maintenance access. Vegetation in Road Weeds growing in the road surface that Road surface free of weeds taller than 2 Surface are more than 6 inches.tall and less than inches. 6 inches apart within a 400-square-foot area. Shoulders and Erosion Damage Erosion within 1 foot of the roadway more - Shoulder free of erosion and matching Ditches than 8 inches wide and 6 inches deep. the surrounding road. ( -_ Weeds and Brush . Weeds and brush exceed 18 inches in Weeds and brush cut to 2 inches in height or hinder maintenance access. height or cleared in such a way as to allow maintenance access. • • • • • • .(.... _ ' • A-13 - 1/90