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LUA98-151
1 TRASH PYLON `Ia wa, • -- .-- ^B I6C+H PROJECT -- e-- - WALL �e �z� \ A .. SIZE I'y®I 1 --_ I n I S�I PROPERTY LAB , ° ` - / -= il . 1`r IiB B IYR, l • \ 44 __ S .AREA TO BE SOLD ' \� \ p 4. ..... \ DOUBLE SWWGwO �\ J/ -- ,p,t ... , , .I �r§y `\ f3AFVi8i OATS i .• •., • ..,•„.. ... _ ., ....• . • .., , . '' OVERHEAD wN TY �' J ' C kC J ^ 14 x N / 1 \IDPECTpNAL=r \ q1 x ! �- ' I , o 1S r VICINITY MAP SX1 -3003•� ��c.^'� \_ACmoBtI'TY�; $ AUTOMATIC CARD \ m �0 SCANNING GATE ` `�a� � � : ` � OVERHEAD a 0� \. �� D6ECTIONAL DCA g PROPERTY LINE . \ / /t. i',.'., \(/° /\\L / • ..1,`, \ �";M\_\` 1494SZt‘ P11:: f�OFLTFiATION SWALE4M 10 e \ ACAL�AY \ \" ,SHOWROOM `'; • ' Sa \\\ T\ \_` , •\`C 3CY VIDE SERVICE ACCE99 , \.\ { •\\iI®` �C � i I' SMTINGING GATES - V` v,c"V MN IS LlJ"ECAPE `\\-1, 6;%•\ -_ OT =s `` ' l �� `�-• `-y�° s e BUFFER WITH `„ `QT hx J• n 'S, g \`. 4' ,, * ‘<,\%N / . SITE DEVELOPMENT DATA \\ ` ., •y+ -c,j•'�- ,y 0 P CCC/ ""SIG D `s ZgaxG DESIGNATION • Di Ano CO \ . ' 0.' % ��' TAIHpF �p SIGN RE-B0.0 DESIWATIBL CA(COMMIX ARTERIAL) \ `p` - PROPOSED LOD USE: CA \\ SITE ACREAGE. 2019E ACRES - .\,\ b \\X' . - ADTCrunox SITE a DOS ACRES E FRONT Y.SIDE YARD ro' \REWIRED RUM SETE.= pk.! •" REAR YARD 0 \ \,�\- < e na 0 Hi tare Inch aA SITE PLAN NOTES. Mugm.el BUDDING 1Elart. \\ � PPE RAI NG PROPOSED BALDING WI01T/MRIfS: \- L)SURVEY BASE DEgNATiON Is Bum W BUtONG PREPARED BY. o eARDuusN CR9.Lr11&mcoEtRs.Oc DATED a-N-sa PARAIxO RM..FOISTED FOR PROPOSED ug a CASE BY CASE easy sb PART.FROMM T RETAIL DISPLAY POP. 516 STALLS #i GUEST PAWING III STALLS o EMPLOYEE PAWIN STALLS csa APPLICANT SERVICE STORAGE 125 STLLLs OVERFLOWMERS HV° v o STALLS u s FOR SITE PLAN REWIEW ONLY FOR caONAmPL Dw FOR ALrta2Anaa 16A 1201 T.AVM.SUITE 903 TOTAL ON-SITE PAWING 838 STALLS SEATRC PA 90p1 SITE mvou¢: NOT FOR CONSTRUCTION CONTACT:IL.a SEIM PE BALE: CROSS BOUM AREA WOO s9 Ft (206)6 PAVEMENT AREA 389,3201 SR Ft TAR(2p6N11-6130 2 BIRD LANDSCAPE IAA 133,6851 SA Ft - tumid ROOK AREA RATIO(FAR) NM S.,ft PROPOSED ROCK AREA RATIO(FAR) NN S9 Ft d r WUSCALID A.REOIBED 219903 x Ft GRAPHIC SCALE WALDSCARE AREA PROVIDED L33.6851 S7 Ft BE-ATE LANDSCAPE ANA 02020f 0 FL 9�1 Ir CALL 48 HOURS OFF-SITE PAVEMENT A¢A L292s soft - `R,r01' -~ BEFORE YW DIG K 1 . L \1.800-424-5555, e DRAWN BY GATE SCALE: SHEET = De C9-n-90 MI Consltm9Fn91rees AutONationAUTONATION USA DESIRED BY HOP z.t••SC' IiER ONE SALES B.s C91 9e RENTON,WASHINGTON Ci.O CREOED ar voar. rzur 1IB1 Avarua Suite 9m FACG-fT1' Ina o9-1�-Pe J.NO: Seattle.wasnl Tm s9pR RENTON,WASHINGTON P w C A APPROVED eY 98244 (2061 622-5�Fax(206)622-8G0 ® CONCEPTUAL SITE PLAN T of I 9 x NO. DATE BY CND. APPR. REVISION • • 462121.`=t - • �' A-t,e , - III - - I 1 I I — _ _ .� iiviiiii3,— , " • v v • mg 1 SOUTHEAST ELEVATION mer-— _ p AwtoNation.=sA SOUTHWEST ELEVATION - - �T�nT�.���r=7' F .A.w�tgli�n, �r iii . 1-7 ■ ■ ■ — • , . , T NORTHWEST ELEVATION • L E ® FA HP ZMC M. '-""------ T COLOR LEGEND moinir NORTHEAST ELEVATION °O 'nm'"' I 'AutoNatdon AUTONATION TIER ONE SALES FACILITY ,I ELEVATIONS USA RENTON, i' WA. D 16 32 48 GRAPH IC SCALE IN FEET-- !$ We Make P Easy SEPT 21, 1998 • ana"ICea.aUJn1D WSU d.IJD'1S3.VO4NUD Iawle0' 3LAJ‘s ens!ne•SL51 IC S - (pa a° PROJECT ewe ,. eNSF \ ,•: L /�� .Autof�l,At•ion: Rq/4ROgO 2 ;E•. S JONES AVE S �ti+ ��'" v * HIGH AVE S % ,_Pe GRANT "'AVE S- 5, o, ti iy � ' RENTON AVE S �\ o 9 -EDAR AVE $ / EPG 5 co S �f��F AV_ l �tiJ�� Ink :.7,.% .1 S DES OR WILLIAMS AVE N WELLS SpU AVE S :.?; :i, WILLIAMS • •• TALBOT ROAD420 AVE S • IDCANARFN c��P IL BURNETT MIL AVE S '• ;:;r;•::.:' a qb RENTON VILLAGE w N LOGAN AVE S 1 t CENTER J N -c N NRENTON _ 9 r v N P1,'AIRPORT ; o RENTON SH 11. N COOL ro o N S AVE S o \ ", N HOLIDAY LAKE AVE -011',1 •K BUS DE I• " RpIVO NVE 9F . le %Vila ._ RAINIER AVE ® M. _, HARDIE 0 E VALLEY RD ,-,,, 1.0 ,_ II N " .. Vi 7 <0 LIND AVE SW `., > 1 fill a o 1- 0 45 I—I I I t 1 I TO in 1 m I5 I • MNConsulting Engineers FIGURE 1. 0 1201 Third Avenue. Suite 900 VICINITY M A P Seattle. Washington 98101 (206) 622-5822 Fax (206) 622-8130 N.T.S. 4DIES WEN 14157-V175 GEL JIB 1 I JOU NAME ILL[PAID 4 NAPE PLOIIEO DATE 4 TIME UPDATED BYI PL01 SCALE P101 5E1 OP IP SPACE MEN I VC5 OAONAL 10 DISCARD doll PATOIS PROPS ID 96244J AUTO NATION-RB111N V.\ICIV.L\N110-NA\ACNTON\DCSICN\ANCJ-00'AC AUG 04.1998 ION OS PM ALAN I=I AN PCP KS PLOT NE YAKS 66EPAtl,GINIB14,014Y,AN0V, P:P1... � CITY OF AUTONATION USA bd 09-23-98 ®KP.119 r=sD'-B• ilk OR RENTON RENTON,WASHINGTON 'A'. �M nw'e a '� PlannInec/BUOaing/PUEIIc Works Oep1 �'•�' . p ®KP ` Gregg Ilmmermm,P.E.,Administrator PRELIMINARY PLANTING PLAN _ LZ'D - N0. REVISION BY DATE APPR .i.eo_ •m O5g ��� 41IE6AL co a R. O (N, = R I 1 ZE- C ZZ m h 1 / Ai D rN m m _ '_�_ -- . Y /lit / M / is \oar 4!i ) / `:o r °° /� . w,�yi;,;t;•aY.:LAY. . le s n tt 111 '? > �janr y `I I I r'� 2 zs I �� �i� rk.14n.1,�r 40 r _ ar r �m , a Tm ��� y I. Y''; m �F °V m °m g 'rii/ �>f { isc.*,,,-A.mk?,."411'. ....410rk,1 �%//L// LAN/// -44j1J _. m z F^r / ".'9 _4o°r 1 r.if a 7 \ IC /1\ kj: , rAi :off /. 0 / lf_�� �:P I �• i t �j ' co ma 'r/ �`yid t ' - -, - +� A t � Im \i j $ fj4 (! i_ I ' � EJ+ ° i !'.2 2/, ie' O � � d V/ , ro 0_ °Oa— -• e i av0ass-fal • e �eE c { i 51 l51►ulii •paillqb''''7-1',.' �1iiiiii►iiiiiii111di !iiiylllllllllllllli < k! li .0,,:,::::...,..........,...............,.,_.,... lit ,,/ to,.,,... ... .....•.,. •....., . ...,..-,,,..,.. if..., 4„,, ,.d.„.•.....4........... .„ $ II 11,, lictOr - _:-..-.----ell.----W.M .1,1,A4 , - 'whits,. �, � +�W xw^ � � ' - t «_/ I .•�_ _.I. :� � greR�t �. g �i irk ittikr'P '< �- Alr! C t N l x Yi 1 -,,'`. yRuR.gee�r ;Sh. Qb. vV 9- ,'�_ :1110"' rrp -tif-di ifi' N�elPr _*�1441 � at��i *1 : .p��_ _ . � , ' ..",/k" /14 4/10.,.--4-,7Pr,-J , i j/-- h,„ Y \ 1. - 3 4, �ii %,„, - < tom; L ° m i;:i -7 !$ AutoNation MER ONE SALES 2� b \ FAGwTv M 12 i 4 a i NSA RENTON, WASHINGTON -� �v• ' 1 Hough Beck J I 'I \ &Belyd Inc. Z PLANTING LEGEND I 1I II {III S,(� uwoscxvc aarNrtcctuaELAN�u�� 0 d 4Z63 EXISTING TYPICAL VEGETATION TO REMAIN, 11 Isl I. 1 \\ !-QO ®x ESIGx E C R N.31 N ZO I III • It� S` Er au7-4, c21-,l 123t8 N,c2 STREET TREE(217 ON CENTER) I1 L Y Y', NOTES, ¢ O Z I- O CALM"AT TM OF runAw \`T,�IIJ I-F'_I I - ',1.ALL NEW PLANTING AREAS ARE TO H p 4 EVERGREEN TREE PLANTING 1 RECEIVE AN AUTOMATIC UNDERGROUND \ J A+r AT rr w � 1 1�1. IRRIGATION SYSTEM. \ \\ iS r¢ Ct Co I; ( 2.ALL TREES UNDER OVERHEAD �� Z 3 } � DECIDUOUS GLO.8 TREE a•.,-' II I1 I1 I :I I'`� POWER HEI SHALL HAVE A MAXIMUM Z 0= '�A°"�'AT T'� } 11' MATURE HEIGHT OF Mr PER THE PUGET �' a I-O Q O SMALL DECIDUOUS,MULTIPLE TRUNKED TREE PLANTING II II 1 II 4 SOUND POWER AND LIGHT COMPANY =\ \\ . U =~ Pwnwu I TREE MANAGEMENT STANDARDS. .`' �' �� 5 U ¢ . 0 LARGE EVERGREEN SHRUB PLANTING 1-' I I' aI*,ah y,,^i \ �� E W sr-n•mart AT TOM a ALARM E I' G e 0a FSY"t p¢X PCS�DRAWINGB tl MEDIUM EVERGREEN 1 I I \°a, '\ 5' �� .CAE GRAPHIC SCALE A d O YEDNM EVERGREEN SHRUB PLANTING i �., B�.L `tom' ` gAQ.a ur m ioonr�n ALARM I i I IIII^ . ti,: \,a.'/:1,\O �. `,• `: 50 25 50 i o p ORNAMENTAL GROUNDCOVER AND SMALL SHRUB MASS PL NTHI 'T� 4:':::(� i aAuw eartuou I III II II _ I tt`@'4 �:c;, .�• s'' �•' / \ ,•\ t /� � nmEmml (MEET) ) :+.47:.` / 4 1. =50 fL BIOBWALE SEED MIX PLANTING AurwuA I I I gl aP j; , \ o. €::@i .®armaA..A. 11 Ir I c;/:�/,, ��\\\\�\\ J� .,. , \ -2, NATIVE GROUNDCOVER AND SMALL SHRUB MASS PLANTIN II 1I I I II 11,{�. "°J/ /\,po A -1`�. •'\' ae Op � .A' ICI d1 I fs�, wc�� •� \ H w e ® WETLAND BUFFER PLANTING I1 II l 1` ,V.' .4 F..„ // 1 .; iw�S® \� •\\ \� a U` E ••MX OF A FE MIX=TO ACMPA MIA COVEN AT MATURITY" ��x�"U'TAM MD „µIXII.01110011 MO�,,,,A 2t I I li 1` III .'s':�w�%>>'�� ' r 1 "C1kJ�—� � •\::\: s`E rMieM LAM�Aru TALL MOON murr.iao-wa Ixa�afo.Awo�Aowrr \ -- I II 1 1 '• Y'L,j v 1 p _ _ / �` ` `) \�\\ lir �N •SH UB MASS GR NTING VER AND SMALL I 1 1 �I •r'' nV '" ,t - � T Q`aL�"" \ \ ar._.. I III I ,,..� j / I ��iT. ,a. `1"G!_ ',t.\\.:�. BNRUB MA88 PLANTING ,q% • si 4:�= ' 2. 9 I17 ���':.:jI LAWN SOD PLANTING 1„,... • �,�1. �•,1 ' H :.W�/''� ?' y \ S li Z6 HYDROSEED PLANTING 1 I^ �tL A- ILCE ROAD' �• ,' y [��� I .vL \�1 „ E 6 STREET TREES,RED SUNSET MAPLES, J � I . li �' I 1 \`\` _'a ��5 RENTON CODE'O,C.PER CITY OF �jki) l,,y} ` `! -- � �� 1i \\\ "' RENTON CODE REQUIREMENT / \ �'fT� ` I, \ !el I 1 \ Ira ` __--`S - 3�.r. i�::a'�a. TSB \.. Cs o U _ (I I 1^ - OVE EA P WE LINE,TYPICAL 3 t (@i/ er, , I � . fin. �DRA� - WAY LANDSCAPE BERM ALONG GRADY / _ $ 1 .� '�,1 -'' y flt� �, 1 4 TALBOT ROAD I , Y c'�}' �.,; - 1 M ���' �1 �6 C VIL DRAWINGS \ III 1 cD� i,,Alipf I i F i�� e= �. :_�� �� , f 1 , . LANDSCAPE CALCULATIONS _ E I I I 11 I r ' _ b!, I I44 `I.T d j ij l 5.. `I 1 1NQ AL NOx g i). III 11I�6' 1 `9.1 n, I I4'y(,, I A,„ I s" I D a 1 1'• N p xDE9er e@gg e22 e4e.4z SQUARE FEET(1e.e22 ACRES) _ `� ���iii /3 $ i ➢ S I I 14.1 iI - .f;s :LI:I=); ry I ty� G $irre� / TOTAL Gfl088 SITE AREA I d � �� e{ MU�" �2..-�l � r• — �'r� �z (PEpiM S ILL_ ( >�i.°yam' CONTAIN 8 A LANT 20.67222 SQUARE FEET(0.47*ACRES)OF t j i /_ p• f -.I 'Cr ,. n1 A iy� 1AA NEs�B�EQ(1B IN:U I I a REQUIRED LANDSCAPE AREA(MINIMUM 2.6 1 I41110 �y •_ 17{�'„�' ' '`_ `'l A I •I �11,(•44 t 1� A �pEA \ ' /. PERCENT OF GROSS SITE AREA) . I 1' ` •\ 1 ' 130.484.SQUARE FEET(2.02 ACRES)OF t I I (it ,„ l•. l �3 1 ,� ,\,,. ttt \\\ S \ • \ V p PROVIDED LANDSCAPE AREA le �� o 1o�,N \ / I m 20,24e2 SQUARE FEET(Z072 ACRES)TOTAL I I (1 l� '1°?' .5 ��®O zsist, —T,:;}• } t. ) TA '. \°e )� Y _�1A3] r a {,6122 SQUARE FEET PARKING OF I' (14I'i-/I� ly" �Coir.„, �° QUEST_ _�_� 1, Lr�m� ° `�\ \ ' LOT AREA <I7 f 77 REQUIRED LANDSCAPE(MINIMUM B PERCENT _ /(, \ p '�\ 1 \/OF PUBLIC PARKING LOT AREA-NOT 1 I'•I `~, R II ''r r` • r M A �\\s L \ I ' I/\ INCLUDING THE AUTO DISPLAY PARKING AREA) �31 l l Iffy Z'3.i4`' �„w, s iy� \ l , \ J I 4! 1 � 9: L Si9� \\\ \\ \ 7ROVI SQUARE FEET(0.172 ACRES)OF ( If f�`' I �� g4-11M �� 1 ES T Xrt I¢'I�S�t� LINE STY\ 1 PROVIDED LANDSCAPE AREA 1 �,,,¢hi, I _ e.'r N� 1 °w f y `f �.�j •`'.LI(tE 1 j(�` �, c. 111,2( /\, 2 r H / I III .O I i .. • 'r'�.N. j. \\� •\\ 1\ o1,„a t a MATCHLINE SEE SHEET L2.O (2 OF 2) i CALL 48 HOURS BEFORE YOU DIG 1'_'H";'a 2 0-800-424-5555, - 0 AutoNation ONE sags CA I CH BASIN AdLL o P a 3 e qv RENTON.WASFWGTON CATCH TYPE RIM INVERT NOTES i E 1NaELEVATIONELEVATION• Is `li`'''! • `�`�rN' •;\ - • 25 21.20 1920 p 1- w .( till 1 /......:::- _, . . \ `I. 11 • W6 14 I\ 1+I `cB \'l( -._pp-., I\ II\:'\\��`\ :� , n G � ,a 1 k •EMERNC 56 GE I'I'jl r= ..4., . .\ '' 'k 1, , L !Ir ... ;,. T,\ `9 .\• l .- g SILO AMES R 0 �.� ll I I .56 LF 15�►a y — . - _3 — � 17 Wlk : V: - t A .-4, ,11 b.,.--47 , 1 3 'Illik, I Y, ''' ','l:?{L,:----•---.-' , ...- ' \ \', ':':.<::4:::, v.,".; -.2, fl 1„,k, Yi/I' I' B 5 �' 1�• �l 15x" 5R ,14,I�,II.\ `%' \1\11,�i I s.'z:- 1 '1 _ T� — ll�i1'}Ills'�, o. `:4(Ip11 1 1 B ! ! ! I s I -1 w..l I 1�fi 1-- :' I'_r_, `• irll► 3i� /11111;1 Il'''.1 r —�_ I N "'+ II II I _ , t • C,,.,k::,' -; ; \.�, A j III �.. ��. o "'' «. �,h;y `, , , 1 .+_fd( IR Fel ` I I`1':111f.1 ''%; I ' 1 _e sae ' I Vt J. • \<:._, \`:;. b m I I I 11L11 V o' I , — - _ = 'Skii . I I.. I'\ .,„\`> __ \ \`c'\` '\ 4 , I I; ,1' '''le 1>,N° •--_ 1 , -j sim " ,� r.. } I IY \`\\". \ A\ F 1 ov �• a A,. -I-' I-1 H' III\ \'��?:\<•`: , ;, I`. 6 )-- • i 1In r i \ y I` I Ilr�.,,`1tr��o i::I' yC�\\\\ ...,,,, a +,1 —g III �! y-_- I: � . al/1 , s, \\,v,\c;,,, \".\�:: PE,!: 0 or/��•aaq, ., MATCHLINE SEE SHEET C2.1 FOR SITE PLAN REWIEW ONLY — 3. e C� G A Cmwltirg Efgiree's 2 01 Third AVM.Suite 900CALL 48 HOURS _—N ¢11•47 .:$4 seatne Wast991 98A71 NOT FOR CONSTRUCTION BEFORE YOU DIG 622-5922 Fex(206)622-8q0 o a Ui1 rsoo-axa-ssss, i x` ; Auto Nation n F Sig !i I we RENTON,WASHINGTON LJTY MATCHLINE SEE SHEET C3.0 !, .j. 11 f,, .�Li; ii•`' �•"'.IIII I Z �!' Ilp — coR`ar .�� i. . ,�,•,.v,1• 1X1'I \`./�''\\���.\ GRAPHIC SCALE o N / ', I I ) 9 NPr — — ?;...,'•\',',1` 11 k:`'\! n a . . soo C4 FM ASSEMB Y I�. r~ ^, dam ® �. ` •. �;`,\\\'' '. 9 ff �U ' •.,.',,1,,'• \\�,4• `'I`•III 4 "' Z� t (n)i..�i Y r� o. �I`! � ' ��'8-vB. x I;y`.�I\':,•��I L1:110(y:A. 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''''' , ,' ''/ : ':.:.;'',k,- - 4\':,,,\, ,,,,,'‘.\" ._ __.....:,... :,,.„...,,,,...,.,,,,,,..,,,, ..„ , ,, ,.„.. .„,,.. ,\, „„\\ ,c,..ep .4,0 \ ..._,--- ...•:, .. , „,_ , , .. .,•,, vk.v,\\ i // \-) •.-.. •--,• -• -, ,, ,,... , Eiv Oi 1 / , ,. , ,,,...,,,,,., ,,,,,,„• .,,<„, ,..,:c........,...,.•4 V\' ' / ..;•\;•<,,;„ . ,,I ,,.\ ,,,, / //' . \ \,„,„ -,,,,, , ,,. , / m % �\\� • ; �Y / , \\ e k.P � Iling i 9 FOR SITE PLAN REWIEW ONLY s_i ¢ 301 Third Avenue.Suite 9W •c;x,..4°44 Seattle wasmaytm San/ 'CALL 48 HOURS '°°'°°'`'' (206)sz2-sen Fax(206)622-630 NOT FOR CONSTRUCTION BEFORE YOU DIG 1_`�w E 1 x,om xm 800-424-5555 7 s3 AutoNatlonF°NE°ALES , FACIJTY o 1 1 d f ® RENTON,WASFRJGTON I ' B t LEGEND _ Z GRAPHIC SCALE • PROPOSED SE1H(MANHOLE) O I�, t I \ w o zs w 100 29. • PROPOSED SSCO(CLEANOUT) Q I- \'-' I SANITARY SEWER MAIN E. (' (WHET) CL 51 Di S - -' ,. E w rt F/H ASSEMBLY QFQ a I 'I\..9 Z • I1 '01\`^%, i _�\ • i NOES: O 1 I •. `..� `:\ CONSTRUC710N OF WATER AND SEWER YAWS t c I (, ,D'TAPPWG REEVE .; �: " ,0"OV TL ' `.' a` \' SHALL BE PER CITY OF RENTON STANDARDS. 5 W Q W III I ,-,.) (1)mRUST(BLOCK i•;.\\` -'` _ \ li,. .,\,/,:, ,,i2,.,,,.;\_-•1,...,,,,:::,,:,....,,i,lz.......,.:..-..,:,-„,:,..../-•:,;::. ,......,/ ,,,,k-...c.C•2.:\ •.--4\.•':•ik':.;,.,;\!„__i.-7,,.) .':.,\'''''s' ,,,,,,,, &Y D O 3 I. lz,,a(� . ✓Q'' v�' \ •II :'xI0'd`')TEE a I'\\I1 1 \ \'\1 I \\`'\ V. ge �� \!I\ •• , ;a .' iY' 'III y•'^` ' 1 \`., `` , �N , I I I .'� I' % �e...,BLY —• -- `J I\1 le, 1 ' ti\\\ ' \\i \ `„e, `\ II s6 1 ,Ij I .� I ms.t:...-.r-2E:t''/.4j �\,,LS �I'�Ik 111� �\1 I _ I�', i\1`1 .rE' �\r�.1�:.\_. ig ,\,_ \ yam, 1 z 1 ' \-.-: ' -1•.11 el,,il'ssco i. lin , - 'amla.,'...,.' I39 1r' --O.v \ _ ---- O�LmosrEEwx` =1-.,.,\A? •>:�••'',,.,, 9 1' t ,pi gii,____ .,_-, B � w_.` �" 11 1 II ''\'1' 4111\II'1�T- i ``. G %U•\/``\\\' lip �. �"'�� ' 111\1 • EXIST SEIH ‘,....,,.-Al U- I,B' --: 1?- b l j -y . . ' A2uJ Y\ •`„ 1 U\ — � ill I1 ` =,lal � i I'"IIA'...I ;1�Is_: was o� — , ,., '�.(I\,\11' CONTRACTOR TO VERIFY I .1 - -II 1 ' '� - .:F pa_ Iti� _ER �� 'r'1\1\ = LOCATION AND EMST I r al ' --- 1AF`,, _gq 9 9p gp WVERT N AND ON PRIOR I I I/ '•1 �1`I_ AC9RY,. _ „ ►Y I I �I(I t ,•, r �_ ]'Y I 6 f 1 I. ,,�- •'0'p p ei i'�1 FF Y2W ' -Fib , X!{{,, {'; `'/','�� TO CCNSTRUCRON. 1 'l p I I P )1:',,,f V 1 1 1' RAISE RIM TO MATCH --I_ a w I/ (BADE _ 1t�4: • ti t j y1��-F- cam' •;,. \• ''£ 5, F/H ASSEMBLY Y • 11' I-I'. .,.--,..," 1 - I� __'. �. I_-___ _ ^�RA R CT IbCA,1(ON`O(` N. b m 18'.8'v6'TEE(NJ) • \ 1 () :r''I3. ,—srn I �� I/I'����� I��r� fi \ ,�'1 \ (I)6'CV FL _ l'nhkE.-:<..7-„\;,\,„.', ... I ` \ 9 (I)THRUST BLOCK r 'y R; / tE'-4 11. i- - / y - \ i I1 ii` i \'\\"I\ IIN 4.L� R 35 I3 ' 7,.' 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'� ''� Sti' r''. ti' _ Ar;� .ti rrt, rrr, r. I :Arm '':4F.,,,..., .,,,'.>-.arara� ______ [MEM 000 oo�rEao00 r- , OCROSS.1•SECTION / INTERIOR ELEVATION uLE,n� -0• o ___...... ......_ .r io:w"a'4 1 ''. j__I__1_7.I 1\Vi I 1 I I 1 • I , ,___1_,T ij , t • CAFE USA CUSTOMER SERVICE SEATING AREA— AUTO LEAP ^ B.O.C. —4—1 OCROSS SECTION / INTERIOR ELEVATION 3 n,l._,. . 1' AutloNatlion AUTONATION TIER ONE SALES FACILITY !I BUILDING SECTIONS A RENTON WA. ° _ _8 I6 24 i , GRAPHIC SCALE IN FEET 11 We Make It Easy F.,IL..a.,,.1..Fi„1,.eAee. SEPT 21, 1998 IRS'Lee4RUV'ni0ldS•e 330'153MS304flQSiO IaORIR0SZOJ CROSS 8501 80'SE•S1 IC.a8 1! // 4, / Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O.Box 330310 Secretary of Transportation Seattle,WA 98133 9710 (206)440-4000 YELOPAAENT PLANNING DATE: November 5, 1998 CITY OF RENTON / TO: Mr. Peter Rosen, Project Manager N O V 09 18sti Development Services Division RECEIVED City of Renton 1055 South Grady Way Renton, WA 98055 SUBJECT: NOTICE OF APPLICATION & PROPOSED DETERMINATION OF NON-SIGNIFICANCE - MITIGATED (DNS-M) LUA 98-151; SA-H,V-H,ECF nor SA ��• --- FROM: Robert A. Josephson, P.E., 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 the above referenced project. Our response is checked below: We have reviewed the subject document and have no further comments. The project will have no significant impact on the state highway system. X The State would like to review the traffic study that was prepared for this project in order to determine what mitigation measures may be required to mitigate impacts to state facilities. 1`f you have any questions please contact Don Hurter(206-440-4664) or Don Sims (206- 440-4915) of my Developer Services office. • RAJ:ds • file:C:\Don\Request TIA autonation usa.doc NOV-17-98 TUE 9: 53 AM HOUGH B'JK BAIRD FAX NO. 2066823245 P. 1 ° Lop ici Fax Transmittal � M ,, ,„ vz, f c�'�°i iti NA,1.,.m Date: Win g b Hough Beck i , 7998 , 1�9� Project# ee i4! 8�Baird Inc. �� • PLANNING LANDSCAPE ARCHITECTURE 1.Vb Project: Piokt, Ammov, URBAN DrsioN flithkaVN — Number of 4J* 4on es(including cover sheet): _ i le_ uatiajoseik_____ To: C Attention: FAX#: ' U a - From: Al RE: °... A — .4. A ' ' CZCAWAO VW Remarks ,lite_.`—PiER. ,•Oa r ... ,j Air A .—.. AniiirrZI, riir A . / • j viiiiitroNFIT2 i . • - _ , . . A LA k •_ A 14,umi. _. i . g UPICIlt4 a r y Triffiffirrowor ► • ' -AL ._. •t ... .A .A. CI ILO.'1111 4• . L • lilt A. .• ol /.4,., ilt .A •r i � / i �• aAllinCte •titirlirlir ' ' w 1 X!n 1- 1.illi ' i ' A A A • 211110/ 1.iryore*-'711 s: A MIMI/11M i ,...; - I -ft • Original Sent by mail? 0 Yes o 71.1444& Yikt Faxed drawings/plans may not be imensionally accurate. If full transmission is not received or copy is not legible,please call. If you receive this facsimile in error,please notify us immediately by telephone. 1000 Lenora Street, Suite 516 Seattle,Washington 98121 (206)682-3051 FAX:(206)682-3245 templatolfaxtran* TY O ti CITY OF RENTON , N� FIRE PREVENTION BUREAU MEMORANDUM DATE: October 27, 1998 TO: Peter Rosen FROM: Battalion Chief Duffy SUBJECT: Access - AutoNations #LUA-98-151 This is to confirm my comments during today's ERC meeting regarding the access into the,proposed AutoNations site. 1. Customer entrance on Talbot Rd. This entrance must have 20 feet of unobstructed access. The island in the middle of the driveway limits the access to 12 feet on the south side. This must be expanded to the full 20 feet. 2. Gate by the Test Drive Courtyard. This is a key access point for moving around the building. The 20 foot access has been divided by a center island with slide gates for each lane of traffic. The access must be a full and unobstructed 20 feet. The driveway can use a 20 foot slide gate or a swing gate. No center islands are allowed in the 20 foot width. Please let me know if you have any additional questions or comments. Thank you. cc: Jim Gray Corey Thomas Iry D /ELMENT PLANNING crrYOP OF RENTON October 21, 1998 OCT 2 b 1998 Hough Beck &Baird Inc. RECEIVED LANDSCAPE ARCHITECTURE PLANNING URBAN DESIGN To: Mr. Peter Rosen - Associate Planner City of Renton Planning / Building/Public Works 1055 South Grady Way . Municipal Building 6th Floor Renton, Washington 98055 From: Kurt W. Peck - Associate RE: AutoNation Variance Request KPFF Consulting Engineers has asked Hough Beck & Baird Inc. to provide a brief explanation relating to the variance request by the City of Renton Planning Department. It is our understanding that the variance request is regarding the required twenty-five (25) foot stream buffer enhancement planting, which is being encroached upon by approximately six (6) feet of new development. However, the majority of proposed planting width along the stream channel buffer does meet the City of Renton's twenty-five (25) foot buffer requirements. The existing site, adjacent to the stream channel, is currently asphaltic concrete pavement and compacted gravel. There is no existing vegetation located on the west side of the stream channel:' However, there is existing'.vegetation located on the east side of the stream channel, that is protected by an existing chainlink fence. It is our understanding that the east side of the stream will not be disturbed by the new development of AutoNation. We are proposing to enhance the stream buffer planting area with native vegetation and a thirty (30) inch high.berm., . . Hough Beck & Baird has received from Pentec Environmental a list of native plant material to be used in the stream buffer planting areas. This list consists of evergreen and deciduous trees and shrubs that will be planted at a high density (mass planting) to encourage wildlife habitat and to protect the existing stream channel by discouraging the public from entering the area. The native plant material to be planted adjacent to the stream channel, will assist in reducing the temperature of the water and will also increase the wildlife habitat within this planting area. The list of native plants being provided are as follows: TREES—Douglas Fir, Oregon Ash and Vine Maple SHRUBS—Ocean Spray, Hazelnut, Snowberry, Redosier Dogwood and Tall Oregon Grape GROUNDCOVER—Salal. In summary, the proposed stream buffer planting that Hough Beck & Baird is providing will in fact encourage wildlife and protect the stream channel from the public. This reduction in the stream buffer width will not be detrimental to the overall site improvements but rather enhance the stream channel corridor,since the existing stream buffer planting is non existent. Please call`-if=there.are any.questions: '" • - : . . urt W. Peck - Associate, Hough Beck & Baird Inc. cc: Mark Steepy - KPFF Consulting Engineers mac:hbb/curt proj/9814 City of Rcotoo/AutoNatioo Var.Req.10/98 COLIE HOUGH-BECK,ASLA FRED L.BECK,ASLA LENORA SQUARE 206 682 3051 PRESIDENT VICE PRESIDENT 1000 LENORA STREET 206 682 3245 FAX SUITE 516 SEATTLE,WASHINGTON 98121-2725 ',..mimil, ::. ; .� .�_;;�a=--y,:YT4f..•. i PAGE D4 ,� _- ,Tf ur. daY Januar� 28 4 99 ,t.- �Section'V:,. . . • '•t^•t •Y-eY'.re.f.1:.,r;tq-Y •.� 't f :S: i .. `I ,`�' 1. • a. — -psi.. , .. • .. ... .__._: .._+... ., . _if .;:r;S:.f7.•7?6;,1••';.ds ^�Y: 1:• ::i. it: • AutoNatiOn / changés . in ...- .. .• ,.,..„..,.,..,:,..:: :.•_ . ;.:.......,..,..„,,.,„,...6.,c:—.;,,,.,: !r•r--4g-..••••'- • ,1 t•;#`"' ' •••0.,, • •":: ; • • ;;* —.:• q'officials on ' !a ainsay it Will.be'iii'.: 'environmental„and site plan approval Sound Energy,said AutoNation recent- , :.:.;: • • ::�.:.-; • :' -.:":-'•i.. '•�. .Company drops Renton:s` ot:'�::-;; ,, ( g - -�,' ' • • - .:-y• ' p- �,., Auburn. -!'' ; •- from the:city,of Renton less than a ' ly withdrew its letter of intent to pur- • in favor of'the origins( site°in .,. ` :AutoNat • ion`withdrew its plans from• .month ago.tb build next door to city . chase the Renton site. ,that city nearly a year i hall. However, it's not the first time Auburn for giant .; •g ,..,,,.::-..• .:`,Ago and nearly a its The 20-acre"site was to:house a . AutoNation has changed its mind 1_ attention to R.enton.'. 'Rea( Estate ' 53,200-square-foot showroom and ser- plans for this area; ; By Becky Monk,:; • .';'.:. '-,;.. ,.The latestiflip-flop y i,',,re �, • vice facility and an adjacent display lot AutoNation originally eyed a site near . :: Journal Business Reporter.` •i•_. '• : at 915 S. Grady Way. the SuperMall of the Great Northwest in •"r left Renton city offi-.A:,i - _ • N .::cials disappointed.:_:..:.. =__'3 i-::1- . • ... •-The lot would have held spaces for '.:-Auburn.during early 1997. They also RENT N —.AutoNatio'hase uget •. : I-• r : •,a.j.-:•1 including for-sale • shopped fora possible site in the area " " more than 800 vehicles . c . g PP dropped its option to urchase:Pu et•.:''''.;:I regret,it, .said '- Sound P P g ;.Mayor Jesse Tanner. • ROundu cars on display,'cars awaiting service • around Everett.• > ; rp' g AutoNation spokesman Oscar Surfs Sound Energy's.•fleet operations•'Vnd,°�" and customer parkin Officials had maintenance yard at Talbot Road and 'They would•haye . _ P �, .keen a marvelous ;• expected'more than 1,500 shoppers to said the company released its option Grady Way.' :. .. .. " • :' visit the lot each day... on the Everett site last year because it •(''••addition to the city of Renton. . '� If it builds one of its mega-used-car ButBob Boyd, a broker with Puget The Florida-based company received< g lots in Western Washington;:Company-.; Western,•the'real estate arm for Puget, ' See REAL ESTATE,D4 PIN'_ lU , ;. • .. . .. :suading city officials to extend its when his company's Auburn to market the acreage. Puget r.Real estate" AutoMall designation,Surfs said dealership_might open. Sound Energy's real estate arm u • r • the site his company was inter- , - " f •has.:recruited commercial:real __`F''\. Continued from D1 - ' � p y • In Auburn,we've purchased, ested in would be too'costly to closed-and own approximately estate company Trammell Crow ' ) would be too expensive to devel- 'develop. 15 •acres for future development, -'to list the property. . . op• :there. . . • "That's a business decision," • ,but we can't.cite at.this time Renton city officials are help- ;: actually, said Tanner, who did not know when that might be," he said. ing with the marketing and would It y purchased 15 acres . . " why AutoNation released its There•are•50 top markets in the love to see a big box retailer or in.Auburn;but city officials there " Fconfirmed AutoNation withdrew option on the property: I,think U.S.'we:think we should:be,in.. hotel group develop the land, (plans'from the. city docket in • they approached Puget Western We are.presently in 28 of thos Tanner said. • 4fay.or•of joining Renton's in good faith and we responded and we're concentrating on ti •••- with the AutoMall designation in those. . . Real Estate Roundup runs '.AutoMall. • • .: good faith." . . . Thursdays.'To suggest items call ,..;, • Boyd-said its back to the Now, after getting a rezone Surfs balked at discussing 'drawing'board for Puget Western for:the:Renton property and per-. 25�J 87' 6G36 or e-mail becky. monk@southcountyjournal.com ,:, . . CIT g 3F RENTON. Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman January 7, 1999.. Mr. Pat Donnelly 3015 Main Street,#350 Irvine, CA 92614 Re: AUTONATION USA FILE No. LUA98-151,SA-H,V-H Dear Mr. Donnelly: ' The Examiner's Report and Decision on the above referenced matter,which was issued on December 14, 1998,was not appealed within the'14-day period established by ordinance. Therefore,this matter is considered final by this office and the file on your application is being transmitted to the City Clerk as of this date. Please feel free to contact this office if further assistance or information is required. Sincerely, Fred J. Ka an Hearing Examiner FJK/mm cc: Peter Rosen Sandi Seeger,Development Services 1055 South Grady Way-Renton, Washington 98055 - (425)430-6515 n,_ AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) ss. County of King ) MARILYN MOSES ,being first duly sworn, upon oath, deposes and states: That on the 14th day of December ,1998, affiant deposited in the mail of the 'United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record'in the below entitled application or petition. Signature: ' ( -7 I SUBSCRIBED AND SWORN to before me this day of 4.6C-�!�� , 1998. Notary Public in d for the State of Washington, residing at Q 4t t 't. ,therein. Application, Petition, or Case No.: Autonation USA LUA98-151,SA-H,V-H The Decision or Recommendation contains a complete list of the Parties of Record f T AFFIDAVIT OF PUBLICATION Lori L. Furnish first dulysworn on oath states that he/she is the Legal Clerk of the NOTICE OF ENVIRONMENTAL _DETERMINATION'.' :;` i ENVIRONMENTAL"REVIEW COMMITTEE I RENTON,WASHINGTON . SOUTH COUNTY JOURNAL The Environmental Review Committee . (ERC)has issued a Determination of Non- 600 S. Washington Avenue, Kent, Washington 98032 Significance —Mitigated for the following project under the authority of the Renton Municipal Code. • a daily newspaper published seven (7) times a week. Said newspaper is a legal i AUTOMATION USA ; newspaper of general publication and is now and has been for more than six months EUA onm n al review Eor Environmental review for an auto dales prior-to the date of publication, referred to, printed and published in the English_language facility. Primary access onto the site would .$ continually as a daily newspaper in Kent, King County, Washington. The South County be off Talbot Rd. So. Location:915 South , d__--"`i Journal has been approved as a legal newspaper order of the Superior Court of the , Grady Appeals of PP 9by P of the environmental determina- .. State of Washington for King County. 1 tion must be filed in writing on or before The notice in the exact form attached, was published in the South County 5:00 PM November 16, 1998. Appeals must be filed in writing together with the Journal (and not in supplemental form) which was regularly distributed to the subscribers 1 required $75.00 application fee with: during the below stated period. The annexed notice, a i Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. - �` Appeals to the Examiner are governed-by + Autonation USA ' City of,Renton Municipal Code Section 4-8- , 1113. Additional information regarding the '. appeal process may be obtained from the }�1 as published on: 11/3/98 Renton City Clerk's Office,(425)430-6510. •9 A Public Hearing will be held by the The full amount of the fee charged for said foregoing publication is the sum of $54.09 i meetingReton Hearing Examiner atm his regular ` g g g in the Council Chambers on the Legal Number 5363 seventh floor of City Hall,on December 1, , - 1998 at 9:00 AM to consider the Site - Approval and Variance. If the Environmental Determination is appealed, the appeal will be heard as part of this.pub lic hearing. Interested parties are invited to Legal C erk, South County Journal attend the public hearing. Publication Date:November 3,1998 • Published the inSouth County Journal November 3,in 363 Subscribed and sworn before me on this j ( ay of A.)/TY-- , 19q Ailiguilif (0-dda-S--. YA(\ ---- (Litall--- J, .? ...._ ` • o�w . ;,,,,,, C,„._.e -,� Notary Public of the State of Washington ;'<, `�='. residing in Renton • L = King County, Washington c,�.r� r.-• Ja '•- • t,'9 new �,`%,',<idddI1I•S9s`,;%. e, December 14, 1998 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H LOCATION: 915 S Grady Way SUMMARY OF REQUEST: To construct auto sales facility consisting of 53,200 square foot showroom/service building, 506 vehicle display parking, 129 vehicle service/storage parking and 193 customer/employee parking SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on November 24, 1998. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the December 1, 1998 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,December 1, 1998, at 9:05 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Site plan Exhibit No.4: Landscape plan Exhibit No. 5: Building elevations Exhibit No.6: Stream buffer/wetland drawing Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 2 The hearing opened with a presentation of the staff report by PETER ROSEN,Project Manager,Development Services, City of Renton, 1055 S Grady Way,Renton, Washington 98055. The applicant seeks site plan approval and approval of a variance to construct an auto sales facility consisting of a 53,200 square feet showroon/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage area and 193 parking stalls for customers and employees. The entire site is approximately 20.19 acres. The present owner has agreed to sell 1.19 acres on the north part of the site to the City of Renton for City Hall parking improvements. The site is currently owned and used by Puget Sound Energy for storage and maintenance of electrical and gas equipment. The three existing buildings on site would be demolished. Soil remediation has been done to the site regarding underground tanks. The primary access into the proposed site would be off Talbot Road with an emergency access off South Grady Way which would be gated. There is a .84 acre Category II wetland at the southeast corner of the site. The eastern portion of the wetland slopes up to Benson Road. There is a concrete drainage channel on the west edge of the wetland that is a tributary of Rolling Hills Creek. The code requires a 25 foot buffer width from the high water mark of creeks. The applicant initially requested a variance as they were providing 19 feet instead of the 25 foot required buffer along the western edge of the stream channel where an access road intruded at various points. After reviewing the matter, it was concluded that no variance was required because of the existing conditions of asphalt and compacted gravel that border the drainage channel,thus requiring no land clearing. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated with fire and traffic mitigation fees imposed. The City Council approved a Comprehensive Plan(CP)amendment and rezone for this site on October 5, 1998, changing it from Employment Area-Industrial to Employment Area- Commercial, with the rezone from Heavy Industrial and Commercial Office to Commercial Arterial (CA)zoning. The proposal is consistent with the objectives and policies of the CP designation which is intended for land uses that require high visibility and access to large volumes of automobile traffic. The proposal conforms to the site rezone as automobile sales are a permitted use in the CA zone. Automobile service and repair are also permitted uses. This application meets all setback requirements as the building is located in the center of the site surrounded with large areas of parking. It also meets building height and lot coverage requirements. This site is now in the Automall Area B and the landscape standards require a 15 foot wide landscape perimeter strip along the street frontages, and a minimum 2.5 percent of the gross site area to be provided as onsite landscaping to be focused around building entries and site entries. Applicant is providing approximately 15.8 percent of the gross site area in landscaping,not including the wetland and the embankment up to Benson Road. The existing trees along Talbot Road will be removed. Also included is 7,464 square feet of parking lot landscaping. The code also requires pedestrian connections from street frontages to building entries. The proposal does not include these and staff is recommending that the site plan be revised to accommodate pedestrian connections from South Grady Way and Talbot Road. This proposal will not directly impact the existing Category II wetland. In terms of the buffer,the applicant is providing 25 feet of buffer on the west edge of the wetland in a planted berm. This would separate the drainage channel and the wetland from the access road. Buffer averaging is allowed and the applicant has proposed to make up for the shortfall to the east of the wetland. The concrete drainage channel has water in it year round, but no fish have been observed in it. The site is bounded on the east and south by Interstate 405 with a steep vegetated embankment to Benson Road to the east. To the north is Renton City Hall and office uses are located to the west. The site plan layout is not expected to have an impact on surrounding properties nor would the operation of the facility create adverse Robert Dwors • Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 3 impacts on surrounding property or uses. The primary access drive has been located as far to the south on Talbot as possible so as not to interfere with the busy intersection of Talbot and Grady Way. Staff recommends site plan approval subject to the following conditions: (1) that applicant comply with the ERC mitigation measures of payment of fire and traffic mitigation fees; (2)that applicant revise the site plan to provide direct pedestrian connections from sidewalks along South Grady Way and Talbot Road South to the building entries. Pat Donnelly, 3050 Main Street,#350,Irvine, CA 92614, applicant representative herein, addressed security issues. He stated that behind the service building where vehicles are kept for service there is a 6 foot masonry wall surround. The rest of the site has an 18 inch high rail fence to prevent cars being driven offsite other than through the appropriate exits. He further detailed Autonation's sales approach and its opposition to pedestrian access to the vehicle display areas. Regarding the industrial waste water system, it discharges into the sanitary system after going through oil-water separator. That includes the service area and the car wash. The car wash has a recycle system. Mark Steepy, 1201 Third Avenue,#900, Seattle, Washington 98101, applicant representative herein, stated that there is a hydraulic connection between the wetland and the stream buffers and it occurs next to Talbot where the stream is in a concrete channel and ends about 20 feet short of Talbot. It then goes into a culvert underneath Talbot. During large storm events water will go out into the wetland. In many locations, but not all, the wetland goes to the concrete channel, so the driveway has been offset 25 feet from the western edge of the wetland. - Neil Watts,Plan Review Supervisor,Development Services Division, City or Renton, 1055 S Grady Way, Renton,Washington 98055, addressed the issue of traffic at the intersection of Talbot and Grady Way. Because of the type of use of the proposed facility, it is not expected to generate traffic at peak rush hour times. The conflict of left-hand turns into the site and the left-turn lane from Talbot to Grady was studied. It was determined that the proposed access was desirable for this site. If at a later time the turning proposes a problem,the City can require C-curbing to limit access. Mr. Watts further addressed street improvement requirements along Benson Road, Grady Way and Talbot. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:05 a.m. FINDINGS, CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Robert Dwors for Autonation USA,filed a request for approval of a Site Plan for an automobile sales complex. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 4 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 915 South Grady Way. The site is located on the southeast corner of the intersection of South Grady Way and Talbot Road South. The site is immediately west of the new Renton City Hall and is the site of a Puget Sound Energy complex that will be removed. 6. The subject site consists of a very irregularly shaped parcel that is approximately 1,700 feet long(north to south)by 1,000 feet long. The site and surrounding streets are not quite oriented in a north-south or east-west direction,making some locations a bit ambiguous. The current owner, Puget Sound Energy, proposes selling a 1.30 acre portion at the northeast corner of the site to the City for use by the new City Hall. The remaining parcel, approximately 18.89 acres,will be used for the proposed complex, open space,wetland preservation and hillside protection. 7. The eastern third of the site is dominated by the steep slope located between the subject site and Benson Road South. The site also has an approximately .84 acre Category 2 wetland in the southern end of the site. A stream confined to a concrete channel flows below the steep Benson slopes. 8. The site currently contains a number of buildings which have a footprint of approximately 81,241 square feet and the site is surfaced with a mix of various paving materials and compacted gravel. 9. A portion of the site was part of the original City when it was incorporated in 1901. The remainder of the site was annexed to the City with the adoption of Ordinances 738 and 1547 enacted in March 1925 and May 1956 respectively. 10. The subject site was reclassified Commercial Arterial(CA)with the adoption of Ordinance 4404 in June 1993. 11. As part of the original application,the applicant proposed installing planting adjacent to the creek and work within the 25 foot setback area required around creeks. The applicant applied for a variance to allow this restoration work. Staff determined that the variance is only required if vegetation is to be cleared. In this case the creek is surrounded by asphalt and gravel and no vegetation will be removed as there is none in that area. A variance is,therefore,not needed. 12. The applicant proposes developing an approximately 53,200 square foot combined showroom and service building for the sales and servicing of automobiles. There will be a number of associated outdoor facilities including a delivery area, display parking area, a test track and employee and customer parking areas. 13. The building is approximately 350 feet long by 150 feet deep. The long axis of the building will be aligned with Grady Way but is set back from Grady by approximately 250 feet. The building will be set back approximately 300 feet from Talbot. The proposed building is approximately 34 feet tall. The facade will be articulated. The building will be taller at the entrance and have columnar treatments at the corners of the front, south or southwest facade. Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 5 14. The proposed building will cover approximately 6 percent of the parcel whereas coverage of 65 percent is allowed. 15. A large part of the complex will consist of parking areas. There will be 506 stalls along the Grady and Talbot frontages for sales display. There will be 129 stalls for service storage located near the northeast corner of the site. To the rear or east side of the site there will be 193 customer and employee parking stalls. 16. There will only be one primary access driveway to the site. The driveway will be located along Talbot. It will enter the site and traverse up the eastern edge of the site, adjacent to the channelized creek. The driveway will permit both left and right turns into and out of the site. It will be approximately 650 feet south of the Grady Way intersection to avoid turning conflicts. Staff and the applicant worked on creating a driveway that would not interfere with either the arterial flow or turning movements. The City would reserve the right to alter access if problems arose. A second gated driveway would provide emergency access along Grady Way. 17. There would be extensive site landscaping that will continue the automall streetscape theme. The theme requires 15 feet of landscaping along Grady and Talbot including a grass berm and red maples at 25 feet on center. Unfortunately this will result in the removal of the existing mature plantings found along Talbot and possibly on other locations on the subject site. The applicant should check to see if its mature plantings may be appropriately substituted in certain aspects of its landscaping plans. The applicant will be providing approximately 15.8 percent landscaping over the site. Plantings are concentrated along the building facades and at entry points to the site. 18. The applicant will be providing a minimum 19 foot stream buffer and a minimum 25 foot wetland buffer. The City regulations require preservation of the .84 acre Category 2 wetland. The applicant will employ wetland buffer averaging to provide additional buffer along the east side of the wetland where the steep slopes prevent development in any event. A bermed wetland buffer will replace paving between the access road and the wetland. The channel in which the creek flows is approximately 3 feet deep and 4 feet wide. The applicant proposes a dense buffer with evergreens and other mass plantings to create a habitat and discourage intrusions. As noted, it will have a minimum width of 19 feet. 19. Surface water will be directed to a biofiltration swale near Grady Way. Contaminated waters will be dumped to the sewer system. The car wash will utilize a water recycling system. 20. The site is designed to accommodate the driving public and staff has recommended that an additional pedestrian link to Grady be provided. 21. In order to provide security,the perimeter of the site along the accessible street frontages will be secured by pipe railing and not by cyclone fencing. 22. The project will generate approximately 1,520 daily vehicle trips. CONCLUSIONS: 1. The site plan ordinance provides a number of specific criteria for reviewing a site plan. Those criteria are generally represented in part by the following enumeration: a. Conformance with the Comprehensive Plan; Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 6 b. Conformance with the Building and Zoning Codes; c. Mitigation of impacts on surrounding properties and uses; d. Mitigation of the impacts of the proposal on the subject site itself; e. Conservation of property values; f. Provision for safe and efficient vehicle and pedestrian circulation; g. Provision of adequate light and air; h. Adequacy of public services to accommodate the proposed use; The proposed use satisfies these and other particulars of the ordinance. 2. The proposed use is compatible with a variety of goals of the Comprehensive Plan. The proposed site plan preserves the wetland and steep slope and while the creek remains embedded in a concrete channel, enhanced landscaping will improve its appearance. The use itself will create additional employment as called for in the Comprehensive Plan for this area. 3. The proposed building meets the bulk,height and setback requirements of the Building Code. The plan also meets the requirements imposed by the automall overlay in the additional setbacks and landscaping. 4. The proposed use will generate more traffic in the area but staff reports that the traffic can be handled by the street system. The one driveway has been located to avoid interference with intersection turning movements at Grady and Talbot and most of the traffic will be generated during off-peak hours. Other than the traffic and possibly more comings and goings than the current use,there should be minimum impacts on any surrounding uses. 5. As noted,the applicant will be increasing the landscaping found on the site although potentially sacrificing the existing mature plantings now found on the site. The creek corridor will be enhanced, the wetland buffered appropriately and the slope retained in its current state. The building appears well-designed with articulations that should reduce its apparent bulk and the generous setbacks from the street will reduce its visual appearance. The security fencing will be minimally intrusive but reduce the chance of theft. The Grady corridor with its enhanced landscaping should be welcoming to both drivers and pedestrians. The applicant should provide an additional pedestrian connection to the Grady corridor even though the site is automobile oriented. 6. The redevelopment of the site will probably help property values and should increase the overall tax base of the City. 7. Presumably the applicant and staff have determined that only one driveway will be adequate and safe for a complex of this size. The circulation patterns within the site seem safe and adequate with internal signs directing the flow of arrivals. The City always maintains the necessary discretion to limit turning movements into or out of a site if problems arise. Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 7 8. The generally low-rise nature of the building coupled with its location should not impede the entry of light and air to the site. 9. The site is served by City utilities which should have sufficient capacity. 10. In conclusion,the City determined to extend the automall designation in this direction and the proposed use is an appropriate use given that decision. DECISION: The proposed site plan is approved, subject to the following conditions: 1. Applicant shall comply with the ERC mitigation measures prior to issuance of a building permit. 2. Applicant shall revise the site plan to provide direct pedestrian connections from the sidewalks along South Grady Way and Talbot Road South to the building entries. The revised site plan shall be subject to the approval of the Development Services Division prior to the issuance of building permits. ORDERED THIS 14th day of December, 1998. VC3b-,wr FRED J. KA14IAN HEARING EXAMINER TRANSMITTED THIS 14th day of December, 1998 to the parties of record: Peter Rosen Pat Donnelly Mark Steepy 1055 S Grady Way 3050 Main Street,#350 1201 Third Avenue,#900 Renton,WA 98055 Irvine,CA 92614 Seattle, WA 98101 Neil Watts 1055 S Grady WA Renton, WA 98055 TRANSMITTED THIS 14th day of December, 1998 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Jim Hanson,Development Services Director Chuck Duffy,Fire Marshal Mike Kattermann,Technical Services Director Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington,Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler Sue Carlson,Econ. Dev.Administrator South County Journal Robert Dwors Autonation USA Corp. Autonation USA File No.: LUA-98-151,SA-H,V-H December 14, 1998 Page 8 Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,December 28, 1998. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 16,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • so ® .... 9�0 a .ir PROJECT BvsF � : SITE r-lototoil • Rq!lROAO �\, -' S JONES AVE S .�;J • 1 kilP 4-.9 •• ^ 4Q HIGH AVE v S • % • 0c_p. GRANT .��VE St° rc, H'. • RENTON AVE ^' S. .`o . 9 • I ¶ r\ ., c4 �y CEDAR AVE S iil - . • ,,, • p. WIAV 4 ` iSU 0 WILLIAMS AVE N WELLS 5 AvE S �•� . : ::: : .`. A 40 (DCAy a � WILLIAMS AVE g •`0z>: :•,.:.>.;.::>.?\1 SAIBOT ROAD ' gVENc,' UK BURNETT AVE S J' n. RENTON VILLAGE Id ~ N LOGAN AVE S , CENTER J N t N Si. L a, 4. --AIRPORT 3 g RENTON® N '^ 9�� cc �—� y SCHOOL a o 3 DAV15 AVE S o N •o, lY VI• a " HOLIDAY LAKE AVE S a LAKE AVE r �Llhy� PRO BUS Ih4 `fit PARK k RIDE y P1�1ER AVE RAINIER AVE ® 1B7 • HARDIE. ✓+ ` E VALLEY RD S1\ AVE I I -.z. L L J 7 Q. 4 N V LIND ' AVE SW' • ' Is ' ' a o ' i o 1 •�' A L �� 1 1 1 1 , 1 TO. ' N , co I5 • • k .f i:: Consulting Engineers FIGURE 1.• O 1201 Third Avenue. 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' • SOL•OVQ: 14R11045 ♦ \ \'\ I00410 flR Bml lQlf F \\ / • r !S°`•. • oYOm o • `\ I i ,••• SITE PLAN NOTES. s •II.mos Hma: M _'/ F'EEF SWl16 UgArSr B•Y 0lmwim•IS srsraaf/u•K 11®11✓m n: • yy P woo wee r•m0/f11•55 N ` - mAWWl•C06LL•K[IIDxlRS•L•p•Im 5-U-% 75 Nanotm•ito Rr{rfO ECM PROMO IE[m cast Of AY aols / - ss: ou rear rnroc SO srlus ,� �r,.,K NnAls PotAPPLICANT 7i� IWOR[r4•K /}StMts a • SOMA STOW in IOUS PO COOxIK MOWS q MOW MK • •SIAIs FOR SITE PLAN REWIEW ONLY f0R""q'•f14"'b" not IIL•RNA-wlt 900 COMM MOW as1A15 Y•!RL••AWOL mlt o-fln rw•m •Y styts NOT FOR CONSTRUCTION MOM Y.It saris.FL • ' flR MIMER r1A ImlAll-•SOa:Ua5$22 5OI COST MING NIA SUM 50 It rIRWt 14• *Mat So rt • Moffat Mit UM.17 rr — .xmr nC01 WA WOOW Is sari .n • • GRAPHIC SCALE mono nam W.arm OW Rs I NCEO m O 110•A� ,,,, San R —� A e LOOSCIn•R.RO•li0 WOO/sa n -.r.} is s (CALL 48 HOURS.) 0 i m-0R µoY•R MIA 0Rat s.II I.anyln SEEORE YOU Dif Sr. m-flR 00•041 s AKA U131 SI rt • t 1-E00-4211555 6 S Nwfl 0•11 SC•LS "'-----' SKEET • a rcsiO�O host ••MNIz.r•so BMW cowls;[wins AUTONATION USA AutoNat)om�,Or£SALES RENTON,WASHINGTON C1.0 r urs aan-re stnr. 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WA no•u NI Iz•us• 1-' :.::::ii:::::::i:.>::.;;::::::::�;::;:;::::::isrs:;::::;;:::•:>:;i:::r:�»::.>::;::::.^•.22::r:;:Y:SS:•::<•:i>::>:::::;::i:::;:.:::;:;:;:i;::;:.;:.;;'..::::..:..:.......��.,;:.:.;.... .::..............................................:....::.:..:....................................................CITY.O......... ......0......................................:.::::::::::::::::::.:::::::.::::::::::.:::::::::::.::::..::.::::::.:.::::........ • • On the 24q day of overntoe,r , 1998, I deposited in the mails of the United • States, a sealed envelope containing documents. This information was sent to: Name Representing 'Bob P WeSteYv► • 1 .obev4t• Dwovs • • rAc rk- Stee kP FF' GovAc 1hviol • • • • (Signature of Sender) Sa &t& k. Se.e.ler- STATE OF WASHINGTON ) • ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that .571- 915-5 — 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: -.szc 3 /95 Notary Publi in and for the State of shington Notary (Print)_, • My appointment ex ir . �.OMMISSION EXPIRES 6/29/99 • Project Name: I° -wv‘c-itoYt VSIor • Project Number:_ Vf'� • 9$•= (rJ�•-�--$r • • NOTARY.DOC ...................................................................................................................................................................................................................................................... >T�t '>�''`I►�t. 0 It�#Gti a� �11 air a t�f IGBi;i+�f1 � m►��. �1.. and �#t r�GG ss�#1 th rd$r �wh at1 ::t >:t�':d�`:: `'>t':.,.;.:::..,,.,::.. .:. .. ..: ..:.. .. .> t> e< r . ':' :.::: .:,.': . t7:• ::::.:. ....� .:�',«:><;:::>::::::>::>::>::::>::<:::::::<: PROJECT NAME: Autonation USA PROJECT NUMBER: LUA-98-151,SA.V PROJECT DESCRIPTION: Proposal for an auto sales facility consisting of a 53,200 sq. ft. I showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle 'service/storage, and 193 parking stalls for customers and employees. Three existing buildings on the site presently owned and used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. Location: 915 S. Grady Way, Southeast corner of intersection of S. Grady Way and Talbot Road South. AGNDA.DOC 1 City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER • A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: December 1, 1998 Project Name: Autonation USA Applicant/ Robert Dwors Address: Autonation USA Corp. 110 SE 6th Street, Ste. 1700 Ft Lauderdale, FL. 33301 Owner/ Bob Boyd Address: Puget Western Inc. 19515 Northcreek Pkwy.,#310 Bothell, WA. 98011 File Number: LUA-098-151, SA-H, V-H, ECF Project Manager: Peter Rosen • Project Description: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for customers and employees. Three existing buildings on the site presently owned and used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. Project Location: 915 S. Grady Way, southeast corner of intersection of S. Grady Way and Talbot Road S. ' ' 403 -, 0,4, % r- -r , ; + Tr * , mow , / f., ,, 0 _ Fi„ \ , A , c.,, . ., . ).1 „. ,. „ ,,, „„2! ...le -;-, p_ _ , , c:, %, ,. . 1 _ mi. � a, Er �� Boa a, ;,4 LI) S T[Ktn AI 5*In St 1.. 1 • • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner , AUTONATION USA LUA-98-151, SA-H, V-H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 2 of 9 B. 'GENERAL INFORMATION: 1. Owner.of Record:: Puget Western Inc. 2. Zoning Designation: Commercial Arterial (CA) 3. Comprehensive Plan Employment Area Commercial (EAC) Land Use Designation: 4. Existing Site Use: Puget Sound Energy facility 5. Neighborhood Characteristics: North: S. Grady Way, Commercial, Renton City Hall East: Benson Road S., Interstate 405 South: Interstate 405 West: Office, Renton Village Shopping Center 6. Access: Talbot Road S., S. Grady Way 7. Site Area: 20.19 acres total 18.89 acres Autonation site 8. Project Data: area comments Existing Building Area: 81,241 sq. ft. (to be demolished) New Building Area: 53,200 sq. ft. Total Building Area: 53,200 sq. ft. C. HISTORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Incorporated 1901 Annexation 738 3-26-25 Annexation 1547 5-15-56 Comprehensive Plan 4498 2-20-95 Zoning Code 4404 6-7-93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Zoning Code- Chapter 31, Section 4-31-10.4., Commercial Arterial (CA) Zone. 2. Zoning Code- Chapter 31, Section 4-31-33, Site Plan Review. 3. Chapter 9- Land Clearing and Tree Cutting Ordinance. HEXRPT2.DOC • City of Renton P/B/PW Department Preliminary Report to the Heating Examiner , AUTONATION USA LUA-98-151, SA-H, V-H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 3 of 9 F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: Land Use Element-Employment Area-Commercial (EAC) Economic Development Element G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant seeks site plan review approval and approval of a variance to construct an auto sales facility consisting of a 53,200 sq. ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for customers and employees. The facility would.also include a vehicle service center for diagnostics, oil and lube, and vehicle detailing. The site is currently owned and used by Puget Sound Energy for the storage/maintenance of electrical and gas equipment. Three existing buildings existing on the site would be demolished. Puget Sound Energy has conducted soil remediation activities on the site in preparation of redevelopment. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. The applicant is proposing buffer width averaging to satisfy code requirements for wetland buffers. A stream flows through a concrete channel on the east and south part of the site. The applicant does not propose removal of the concrete channel and the proposal would not directly impact the creek. At present, there is no vegetated buffer adjacent to the creek, the entire buffer width consists of asphalt and compacted gravel. The applicant is proposing to remove the existing asphalt and compacted gravel surfacing directly adjacent to the creek and then incorporate a stream/wetland planted buffer area with a minimum width of 19 feet. The Land Clearing and Tree Cutting Ordinance requires a minimum 25 foot buffer width from the high water mark of creeks. Therefore, the applicant applied for a variance to allow the primary access road to encroach approximately 6 feet into the required 25 foot buffer. Upon analysis of the proposal, staff has determined that a variance is not required. The Land Clearing and Tree Cutting Ordinance code provision, Section 4-9-5:D. states that: "No tree cutting or land clearing is permitted within twenty-five feet (25') of any shoreline area, within twenty five feet (25) or the ordinary high water mark of creeks, in a wetland area, or on parcels where the predominant slope or individual slope is in excess of forty percent (40%) except enhancement activities." Because the existing buffer area is not vegetated and consists of asphalt and compacted gravel, there would not be any tree cutting or land clearing within the required buffer area. The code includes a definition of "land clearing" as follows: "The act of removing or destroying trees or ground cover including grubbing of stumps and root mat from any undeveloped lot, partially developed lot, developed lot, public lands or public right-of-way." The removal of impervious surfaces is not considered land clearing. Puget Western, present owner of the property, has agreed to sell approximately 1.19 acres on the north part of the site to the City of Renton for City Hall parking improvements. HEXRPT2.DOC • • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner AUTONATION USA LUA-98-151, SA-H, V-H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 4 of 9 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), the Environmental Review Committee issued a Determination of Non- Significance, Mitigated on October 27, 1998. The mitigation measures are listed below. The comment/appeal period for the SEPA threshold determination ended on November 16. No comments or appeals were received. 3 COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the following mitigation measures were issued for the Determination of Non-Significance, Mitigated. 1. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$0.52 per square foot of new construction. The applicant will receive credit for the existing buildings that would be demolished by the proposal. The Fire Mitigation Fee is payable at the time that Building Permits are issued. 2. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The traffic mitigation fee is estimated at $114,000 (1,520 trips x.$75 = $114,000). This fee is payable prior to issuance of Building Permits. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH SITE PLAN APPROVAL CRITERIA Section 4-31-33 (D.) "The Hearing Examiner and City staff shall review and act upon site plans based upon comprehensive planning considerations and the following criteria. These criteria are objectives of good site plans to be aimed for in development within the City of Renton. However, strict compliance with any one or more particular criterion may not be necessary or reasonable. These criteria also provide a frame of reference for the applicant in developing a site, but are not intended to be inflexible standards or to discourage creativity and innovation. The Site Plan Review criteria include, but are not limited to,the following:" HEXRPT2.DOC ' City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner AUTONATION USA LUA-98-151,SA-H, V-H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998. Page 5 of 9 GENERAL CRITERIA: (1) CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS & POLICIES The City Council approved a Comprehensive Plan Amendment and rezone for the subject site on October 5, 1998. The Comprehensive Plan designation was changed from Employment Area Industrial (EAI)-to Employment Area Commercial (EAC). The proposal is consistent with objectives and policies of the EAC 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. (Objective LU-AA) The large auto retail use is consistent with this objective. The proposal is consistent with the following EAC policies which provide guidance regarding landscaping, access, compatibility with adjacent uses, etc. related to the site plan. Policy LU-169. Individual parcels should be encouraged to consolidate to maximize flexibility of site design and reduce access points. The proposal includes only one primary vehicle access point onto the site. Policy LU-170. Individual development projects should be encouraged to: a. minimize curb cuts and share access points, b. provide for internal circulation among adjacent parcels, c. share parking facilities, d. centralize signing, e. create a unified style of development, and f. provide landscaping and streetscaping to soften visual impacts. Policy LU-177. Special design considerations(e.g. landscape, streetscape, signage, building design)should be encouraged for areas which are designated as gateways for the city. The proposal would create a unified site appearance with coordinated signage and a site plan/design that is organized to direct customers. Landscaping along the street frontages (S. Grady Way and Talbot Road S.) would continue the consistent streetscape required for Automall uses. Policy ED-8. Increase the retail sales tax base of the City. The proposal furthers the City's intent to expand the retail sales base. (2) CONFORMANCE WITH EXISTING LAND USE REGULATIONS The subject site was rezoned by the City Council on October 5, 1998, from Heavy Industrial (IH) and Commercial Office(CO)to Commercial Arterial (CA). The following requirements and development standards contained in Section 4-31-10.4 Commercial Arterial (CA) of the Zoning Code [adopted June 1993] are applicable to this proposal Permitted Uses The subject site is zoned Commercial Arterial (CA). Auto sales are allowed as a primary. permitted use in the CA zone. Auto service and repair are also permitted uses in the zone. HEXRPT2.DOC • • City of Renton P/B/PW Department - Preliminary Report to the Hearing Examiner AUTONATION USA LUA-98-151,SA-H, V-H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 6 of 9 Setbacks The CA zone requires a front/street building setback of a minimum of 10 feet. The subject site fronts along S Grady Way, Talbot Avenue S., and Benson Road S. The proposed building is setback at least 200 feet from all street frontages. No rear or side interior setbacks are required for development in the CA zone. Height- The CA zone allows a maximum building height of 50 feet. The proposal complies with the height limit. According to the building elevations,the maximum building height of the top of parapets would be 34 feet. Lot Coverage - Maximum allowable lot coverage for buildings in the CA zone is 65%. The proposal would result in building lot coverage of approximately 6% of the total lot area, well below the maximum allowed. Landscaping - The subject site was added into Automall Area B with a zoning code amendment. The City Council approved the expansion of the Automall in October 1998. The code differentiates landscape standards for auto dealerships in Automall Areas A and B from the standard landscape requirements of the CA zone. The code requires 1) a minimum 15 foot wide landscape strip along the street frontages of S. Grady Way and Talbot Road S. improved a grass berm and Red Maples planted 25 feet on center; 2) a minimum of 2.5% of the gross site area to be provided as on-site landscaping, focused at site entries, building fronts or other visually prominent locations. The proposal meets these landscape requirements. According to the applicant, approximately 130,464 square feet (15.8% of the gross site area) is provided in newly planted landscaping. The landscaping is generally concentrated around the building and site entries to meet code objectives. The Parking and Loading Ordinance requires that large parking lots over 10,000 square feet in size have a minimum of 5% interior landscaping. This requirement does not apply to auto display area parking. According to the landscape plan, 7,464 square feet of parking lot landscaping is provided, equal to approximately 8.3% of the total public/employee parking lot area. The code requires pedestrian connections to be provided between the public entrance of buildings and the street. The proposal does not include pedestrian connections to the public sidewalks from either S. Grady Way or Talbot.Road S. There are a couple of obvious connections that could be provided to accommodate pedestrians and link the sidewalks and building entries. Staff recommends that the applicant revise the site plan to provide pedestrian connections from S. Grady Way and Talbot Road S. Parking Requirements - The City's Parking and Loading Ordinance has different parking standards for the various uses/activities that would be included under the proposal. The applicant has provided a parking analysis listing the square foot area and the required number of spaces for the outdoor retail/car display area, the indoor sales area, motor vehicle repair and service, and indoor part storage. According to the parking analysis, 115 parking stalls are required for employee and guest parking. The site plan includes a total of 193 parking spaces meeting the code standard. Wetlands and Streams- There is an existing wetland located in the south corner of the site. The wetland boundary generally follows the toe of the slope to the south, and the edge of the concrete drainage channel and Talbot Road S. A wetland report prepared by Pentec Environmental, Inc. identifies the .84 acre wetland as a Category 2 wetland because it is greater than 2,200 square feet in size and has minimal evidence of human-related physical alteration. Category 2 wetlands require a 50 foot wide undisturbed buffer. The existing Puget Power facility is paved directly up to a concrete drainage channel which also forms the edge of the wetland boundary. Therefore, there is no existing vegetated wetland buffer along the north edge of the wetland. The proposal would not fill or directly impact the wetland. The applicant is proposing to construct a bermed wetland buffer in place of existing pavement, between the north edge of the wetland and the proposed access road. The applicant is proposing to use provisions for HEXRPT2.DOC - • City of Renton PB/PW Department Preliminary Report to the Hearing Examiner AUTOMATION USA LUA-98-151,SA-H, V H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 7 of9 wetland buffer averaging as allowed in the Wetlands Management Ordinance. The proposed buffer area would maintain a minimum 25 foot width. The code allows buffer averaging to reduce the standard buffer width to a maximum of.50% of the required width. The total wetland buffer area required would be provided on the site. The south and east edge of the wetland abuts the slope going up toward Benson Road. The applicant proposes to use this area for buffer averaging, to make up for any shortfall in the buffer area along the north edge of the wetland. The proposed buffer averaging complies with the code requirements. The restoration of a vegetated wetland buffer area to replace the existing pavement would be an improvement over the existing conditions, providing value for wildlife habitat and wetland/stream functions. There is an existing drainage channel or stream, an unnamed tributary to Rolling Hills Creek, that flows across the east and south sides of the site in an open concrete channel, 4 feet wide by 3 feet deep. The course of the stream is described in the environmental review report. According to the wetland report prepared by Pentec Environmental, Inc. for the proposal, no fish were observed in the stream during their investigation. No electrofishing was conducted and it is uncertain whether there is fish use (salmonids) downstream from the site. The existing Puget Power facility is paved right up to the concrete channel, there is no existing vegetated buffer. The proposal would not directly impact the stream, and the applicant proposes to leave the concrete channel intact. The applicant is proposing to remove the existing asphalt and compacted gravel surfacing and plant a stream/wetland buffer area with.a minimum width of 19 feet. The proposed stream buffer planting consists of native evergreen and deciduous trees and shrubs planted at a high density (mass planting). The native plantings would provide for wildlife habitat, assist in reducing the temperature of water in the creek, and discourage the public from entering the stream area. The proposal would improve the existing environmental conditions on the site. Staff has determined that code requirements for a 25 foot stream buffer are not applicable because the buffer requirements are for tree cutting and groundcover removal which does not apply to the removal of impervious surfaces. (3) MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USES; The subject site is bordered on the east and south by Interstate 405 (1-405). There are steep vegetated embankments which go up from the site to 1-405, giving the appearance of a green perimeter. This isolates the site on two sides from adjacent land uses. To the north is the Renton City Hall and office uses exist to the west. The proposed building is located in the center of the site, surrounded by large expanses of auto display and customer/employee parking. Perimeter landscaping is proposed along street frontages. The site plan layout would not impact use of surrounding properties. The operation of the auto sales facility would not create adverse impacts on surrounding properties and uses. (4) MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE; The proposal would redevelop the Puget Sound Energy site which is presently used for the storage/maintenance of electrical and gas equipment. Most of the site is covered with impervious surfaces. Puget Sound Energy has conducted soil remediation activities to remove contaminants on the site in preparation of redevelopment. The proposal would not affect significant natural features on the site. The steep vegetated slopes along the east part of the property below Benson Road would be left undisturbed. The proposal also avoids impacts to the wetland and stream on the site. A vegetated stream/ wetland buffer would be densely planted with native plants to replace existing asphalt and gravel, an improvement over existing conditions on the site. •The proposal would also add more landscape area than presently exists on the site. HEXRPT2.DOC City of Renton P/B/PW Department - Preliminary Report to the Hearing Examiner AUTONATION USA LUA-98-151, SA-H, V H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 8 of 9 (5) CONSERVATION OF AREA-WIDE PROPERTY VALUES; The proposed redevelopment is expected to improve area-wide property values. The site would be converted from an industrial site used for the storage/maintenance of electrical and gas equipment to an auto retail use. (6) SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN - CIRCULATION; The primary access drive onto the site would be off Talbot Road, with a gated emergency service driveway on South Grady Way. The number of access points onto the site are limited for security purposes. A traffic report was prepared by Transportation Planning & Engineering, Inc. The report concludes that the level of service at the intersections of Grady Way and Talbot Rd. S and Grady Way and Rainier Ave. S. would not be significantly reduced as a result of this project. The project would not adversely impact surrounding streets and there are no planned or programmed City or State roadway projects that require contributions. Sight distances at the main driveway access off Talbot Road S. are acceptable and the proposed driveway location would not have significant impacts to traffic along Talbot Road S. The proposal would result in an increase in traffic trips over the existing use of the site and therefore would be subject to the City's Transportation Mitigation Fee which was imposed as a SEPA mitigation measure. As discussed in a previous section, the applicant has not provided a pedestrian connection from sidewalks along street frontages to the building entry. Staff has recommended a site plan condition for the applicant to revise plans and provide the required pedestrian connection. Pedestrian circulation internal to the site appears adequate. (7) PROVISION OF ADEQUATE LIGHT AND AIR; The proposed building is situated in the center of the site and there would be adequate light and air to the building. The proposal would not impact light and air to adjacent properties. (8) NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS; Noise, dust and odors would result with construction of the project. These impacts would be mitigated through measures described in the Construction Mitigation Plan and with best management practices. The operation of the auto sales facility is not expected to create harmful or unhealthy conditions. (9) AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE; AND There are adequate utilities and roads available to serve the proposed development. Police and Fire have indicated that adequate resources exist to serve the auto sales facility. (10) PREVENTION OF NEIGHBORHOOD DETERIORATION AND BLIGHT. The proposal would serve to prevent neighborhood deterioration and blight by redeveloping and improving an existing industrial site to commercial use. The proposed retail use would draw more intensive commercial activity into the area. HEXRPT2.DOC , - City of Renton P/B/PW Department _ Preliminary Report to the Hearing Examiner • AUTONATION USA LUA-98-151, SA-H, V-H,ECF PUBLIC HEARING DATE: DECEMBER 1, 1998 Page 9 of 9 H. RECOMMENDATION: Staff recommends approval of the site plan for Autonation USA File No. LUA-98-051, ECF, SA-H, SA-V subject to the following conditions: (1) Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures which were required by the Environmental Review Committee Threshold Determination, prior to the issuance of a building permit. (2) The applicant shall revise the site plan to provide direct pedestrian connections from the sidewalks along S. Grady Way and Talbot Road S. to the building entries. The revised site plan shall be subject to the approval of the Development Services Division prior to issuance of building permits. EXPIRATION PERIODS: Site Plan Approvals (SA): Two (2)years from the final approval (signature) date. • • HEXRPT2.DOC CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: OCTOBER 2, 1998 TO: PETER ROSEN FROM: NEIL WATTS N 2 W SUBJECT: SITE PLAN AND SEPA REVIEW AUTONATION USA We have reviewed the above listed project and have the following comments: WATER • There is an existing 24" water main adjacent to the site in Talbot Road S, an 18" water main in S Grady Way, and a 16" water main in Benson Road S. There are also several 8" and 6" water mains and four hydrants located on the site itself. • No additional water main extensions will be required for this project. • The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. SEWER •. Service to this site is provided by an 18" sewer main which runs across the southerly portion of the site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. • No additional sewer main extensions will be required for this project. • The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. SURFACE WATER • There is a drainage system from Renton Hill to the east which crosses under I-405 and Benson and crosses the southerly portion of the site in a combined culvert/ditch system. This system 7rt. /,:r .oc7 2 3 8-, 1998 . PAGE 2 . • discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady,Way and Talbot Road S adjacent to the site. • A conceptual drainage plan and drainage report has been prepared and submitted with the site plan application for this project. The conceptual drainage plan includes provisions for water quality treatment in compliance with the requirements of the KCSWM. No detention is required for this proposal, since there is no increase in:the-runoff rate anticipated from this site redevelopment. The conceptual drainage plan is approved as submitted. • Since there,is no net increase in impervious surface on this site as part of the development proposal, there will be no system development charge for surface water required for this project. . TRANSPORTATION • Talbot Rd S and S Grady Way are fully improved with curb, gutters, sidewalks and street lighting adjacent to this project site. Benson Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site. No vehicular or pedestrian access is proposed to the site from Benson Rd S, due to inaccessibility across the steep slope, the wetland area and the ditch/stream system. • City Code requires a project of this size to abut fully improved streets. This would require the improvement of Benson Rd S adjacent to the site with curb, gutter and sidewalks for the entire frontage of the site. A request for waiver of this requirement has been made to the Board of Public Works. • A traffic report has been prepared for this project and included with the application. The traffic report has been prepared using methodology acceptable to the •City. The report concludes that the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier Ave S will not be significantly reduced as a result of this project. The report also concludes that the proposed driveway location is acceptable and,will not have significant impacts to traffic along Talbot'Rd'S. '`Staff concurs with the conclusions of the traffic study. • Traffic mitigation fees of $114,000 will be required for this project, based on the approved estimates prepared in the traffic analysis for the project. .. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half.of this fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. 9 • City of Renton Department of Planning/Building/Public Works • • ENVIRONMENTAL & D.EVELOPMENT APPLICATION •REVIEW.• SHEET. REVIEWING-DEPARTMENT: C' hskiV�C.�l6V1 sevulLe6COMMENTS DUE:' OCTOBER 14, 1998 APPLICATION NO: LUA 98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 • APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rose , PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 �RE,aTON LOCATION: 915 South Grady Way (.1Gi SITE AREA: 20.2 acres I BUILDING.AREA(gross]: ,�00 sq.ft. , l99g SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroomsemb uilding; retail • display parking for 506 vehicles, .129.parking stalls for vehicle service/storage,•and 193.parking stalls for gueest§01411- ployees. . . Three existing buildings.on the site presently used by Puget Sound Energy would be demolished.• The primary accel't;�dddnve onto • • the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete. • channel on the east-part of the site. The proposal includes.a variance request to construct the primary access drive within the required 25 foot stream buffer. . • 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 LighVGlare 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;04.4 4 4/la- 4.2a/ .s �z � �, , ,cd A4A-4o A c•Q-fr.4. i". er- e ,. /f f 7 v4 . . /'c., . 44 4•1-' r—j tern-e.-. 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 a tionai information is needed to roperiy assess this proposal. • gnature of Diror Authorized Represent ive Date City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8, - DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 6C-CMOVV l(. Deyelf:V ettOMMENTS.DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION: 915 South Grady Way • SITE AREA 20.2 acres I BUILDING AREA(gross):. 53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail • display parking for 506 vehicles, 129 parking stalls for vehicle service/storage,and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a.84 acre Category 2 wetland in the southeast corner of the site which would not be directly-impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 The GotnPe2ElieNJS"i QL/'rrJ PC tc-rj,' -r ') -rH�" 6I.-" C.r.+PLo Ill ey�,-r Ptrl��r� evrire(.71cc.,rA-L_'; • (o6U). 473Lt , tFFcz;,vC t/4/9G) ' Tl\E zors,r'c". VIR6' Ar1:"WorhCW7 ?U ci9 L3)LL3E'tFF(z7i.0 to/l`t/l$. NO 63 1._( i 55u 3 _ , 1---c,Z- 5-r1-2-P7 I c Pui»rtv. • • • C. CODE-RELATED COMMENTS • • • • We have re ication with particular attention to those areas in which we have expertise and have Identified areas of probable impact or areas where itiona!inf • s n d to properly assess this proposal. . . /Oh igF Signature of Dj( or or Auth ed Representative Date — I ' City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P LS COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION: 915 South Grady Way e SITE AREA: 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 Llght/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 • �1?-f- .6«ic.,e- 2t� ,,G '& -/0 /cam' 7 B. POLICY-RELATED COMMENTS .c.),u) c�nc ct� 6ue4 /ttc ' a /camel,. 1, � Act--GB-79-L-oc - C2.0 /X--- S I� ,fie.. a G6-ri c 7 7 7 y .�/l� 6 `7 c L� Q_Azocx,_.-9 672_62/----- -ek._.5a--22---,,s2e. Ze7p-i_c_ C-6,2-C /6 )6-e____ /'7 c��v/c-r-7 e c/ & aze--%zed, �1e r z� � /<:�ark c�C_, C. CODE-RELATED COMMENTS Ad G7-- t/7 7c/7 • Geiy-2 ...-1. 2 J Za) '(C ezi-?c-�/ �, ..-v�--2. 2Z,,oau�J , c. cze�? Z`� � 7 /,r /76 -l_ P77 C�f7 OiS/ , . / / ✓Z- / c `cam ,,0,0, u - nY-lep li_/17,e 6/xhirr/ ,�z ire Pr' have revte arthis application with particular attentio to those areas in which we have expertise and have Identified areas of probable impact or areas where additional information is needed to property assess this proposal. Signature of Director or Authorized Representative Date City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: i61tc COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION: 915 South Grady Way SITE AREA: 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. �, J SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance.request to construct the primary access drive within the required 25 foot stream buffer. 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 Llght/Glare Plants Recreation LancYSsorellne Use Utilities ansp Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation - Airport Environment 10,000 Feet 14,000 Feet Estimate 27.5 police calls for service annually, based on the size of the business. Actual number of calls will probably be somewhat higher, due to the type of the business. The City of Renton has been experiencing numerous thefts from construction.,sites over the past 3 years . In order to help reduce theft, the following is recommended: all building materials and tools will need to be secured when not in use. Recommend the site itself be secured by portable fencing during construction, in order to create a barrier to keep potential trespassers and burglars off the property. The site will need to be well-Tit during the hours of darkness while construction is underway, to help secure materials and tools. All tools should have the model and serial B. )(ROZIGNRINAMPAMNANIV numbers recorded to aid in recovery should they be stolen. If a portable constructio trailer is used for an office, recommend bars over any windows and auxiliary locking devices on any doors. Office machinery should be bolted to the floor with cables, and an alarm system should be installed. Typical crimes that would occur on this property are commercial burglary, auto theft and theft from vehicles. The applicant has excellent security measures in place to help reduce the chance of auto theft; such as the use of walls around the service facility and parking area, and other fencing around the car sales lot. In addition, it is recommended that the wall surrounding the service/parking area, have barbed wire installed across the top of it. A neighboring business. Taylor's Auto Body on Main St. . has a similar fpnrprl-in vphirlp c+nragp area and +hey PXXAPJPf(►ROAN(W7PRTNR have been victimized by repeated incidents of thefts from vehicles . The barbed wire will help to prevent suspects climbing over the wall to gain entry to vehicles parked behind it, so they ca,n steal stereo equipment and car parts . Recommend the building itself have an alarm system installed , and exterior doors (continued. . . . ) We have reviewed this application with particular attention to those areas In which we have expertise a as of probable impact or areas where additional Information Is needed to properly assess this proposal. Signature of Director or uthorized Representative Date DEVAPPI.DOC Rev.10/93 (' • CY 1 O diR* . CITY OF 'RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: October 2, 1998 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire )11- SUBJECT: ire Marshal Autonation USA, 915 S Grady Way Fire Department Comments: \)1. The preliminary Fire flow is 3,250 GPM based on type 5N costruction. One fire hydrant is required within 150 feet of the building and three additional hydrants within 300 feet of the building, based on required fire flow. \)2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee is required based on $.52 a'square foot of the building square footage. We need the total square footage of the buildings that are to be demolished so we can determine what the fire mitigation fee will be. (14. Separate plans and permits are required for Sprinkler and Fire alarm systems installation. 5. At least one additional access is required to the site. All required fire department access road ways are required to be 20 feet of unobstructed driving surface. The inside radius is 25 feet and the outside radius is 45 feet. All required fire lanes shall be marked per City Ordinance. Please feel free to contact me if you have any questions. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECT NAME: Autonation.USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. .showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service. driveway.on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. LOCATION OF PROPOSAL: 915 S. 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. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: November 03, 1998 DATE OF DECISION: October 27, 1998 SIGNATURES: RJll fey 27 947 Gre i mer (Wit tor DATE / Depart nt or lanning/Building/Public Works Jilt Shepherd,Administrator DATE Community Services /010, • Lee Wheeler, Fire Ch' / DA Renton Fire Depart Document4 • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) • • MITIGATION MEASURES APPLICATION NO(S): . LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECT NAME: Autonation USA • DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/ service building, retail display parking for 506, vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast comer of the site which would not be directly impacted by the proposal. A stream flows through a,concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the.required 25 foot stream buffer. Approximately ,1.30 acres of the subject.;site will be sold to the City. of Renton for additional City Hall parking. - • LOCATION OF PROPOSAL: 915 S. Grady Way `r• MITIGATION MEASURES: • 1. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$0.52 per square foot of new construction. The applicant will receive credit for the existing-buildings that would be demolished by the proposal. The Fire Mitigation Fee is payable at the time that Building Permits are issued. 2. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily • trip associated with the project. The traffic mitigation fee is estimated'$114,000 (1,520 trips x$75= $114,000). This fee is payable prior to issuance of Building Permits. DETERMINATION OF NON-SIGNIFICANCE - • (MITIGATED) ADVISORY NOTES • APPLICATION NO(S):. LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECT NAME: Autonation USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.,ft. • showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by. Puget Sound Energy would be demolished. The primary access drive onto_the-site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. LOCATION OF PROPOSAL: 915 S. Grady Way Advisory Notes to Applicant The following notes are supplemental information provided:Ain conjunction with the environmental determination. Because these notes are provided'as information only, they are not subject to the appeal process for environmental determinations. BUILDING Soils report states that additional liquefaction analysis is needed. Geopiers are subject to additional review. Use the 1997 UBC for use, area and occupancy separations. Signs are subject to Renton sign code. FIRE 1. The preliminary fire flow is 3,250 GPM based on Type 5N construction. One fire hydrant is required within 150 feet of the building and 3 additional hydrants within 300 feet of the building, based on required fire flow. 2. Separate plans and permits are required for sprinkler and fire alarm systems installation. 3. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 4.'All required fire access roadways are required to be a minimum of 20 feet wide unobstructed.;, The inside radius is 25 feet and the outside radius is 45 feet. All required fire lanes shall.,be marked per City Ordinance. PLAN REVIEW Water 1. There is an existing 24"water main adjacent to the site in Talbot Road S, an 18"water main in S Grady Way, and a 16"water main in Benson Road S. There are also several 8" and 6"water mains and four hydrants located on the site itself. .2. No additional water main extensions will be required for this project. 3. The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. :'Surface Water '1. There.is.a drainage system from Renton Hill to the east which crosses under 1-405 and Benson 'and crosses-the southerly portion of the site in a combined culvert/ditch system. This system Autonation USA 'LUA-98-151,SA-H,V-H,ECF • Advisory Notes(Continued) • discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady Way and Talbot Road S adjacent to the site. 2. 'A conceptual drainage plan and drainage report has been prepared and submitted with the site plan application for this project. The conceptual drainage plan includes provisions for water quality treatment in compliance with the requirements of the.KCSWM. No detention is required for this proposal, since there is no increase in the runoff rate anticipated from this site redevelopment. The conceptual drainage plan is approved as submitted. 3. Since there is no net increase in impervious surface on this site as part of the development proposal,there will be no system development charge for surface water required for this project. Wastewater 1. Service to this site is provided by an 18" sewer main which runs across the southerly portion of the site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. 2. No additional sewer main extensions will be required for this project. 3. The redevelopment credit for this site eliminates the requirement for payment of system . development charges for water and sewer. . Transportation 1. Talbot Rd S and S Grady Way are fully improved with curb, gutters, sidewalks and street lighting• adjacent to this project site. Benson Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site.;:No vehicular or pedestrian access is proposed to the site from Benson Rd S, due to,inaccessibility across the steep slope, the wetland area and the ditch/stream system. • 2:. City Code requires a project of this size to-abut fully improved streets. This would require the-. improvement of Benson Rd S adjacent to the':site with curb, gutter and sidewalks for the entire frontage of the site. A request for waiver.of this:requirement has been made to the Board of Public Works: 3. A traffic report has been prepared,for this project and included with the application. The traffic report has been prepared using methodology acceptable to the City. The report concludes that.the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier Ave S will not be significantly reduced as a result of this project., The report also concludes that the • proposed driveway location is acceptable and will not have significant impacts to traffic along Talbot Rd S. Staff concurs with the conclusions of.the traffic study: • ' General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review' and inspection of these improvements is 5%' of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over • $200,000. Half of this fee must be paid upon application for building and construction permits, and the'remainder when the permits are issued. There may be additional fees for water service related expenses. PLANNING Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to 'hauling trucks. • . PARKS All landscaped areas outside the property line are to be maintained by the property owner. Red Maples are planted directly in powerline right-of-way and under overhead lines in 2 locations along Grady Way and Talbot Road. Trees grow to 35 foot height. Recommend coordination with power company to:avoid conflict and improper pruning. ;. • ` , • • goo 1 • �� ,a PROJECT BNSF �1Q ::: 4, K SITE Aj�"040 Q ;ft JONES AVE S 'z :'< ' '' ' HIGH AVE v. S r 0 o �P G�a GRANT `"AVE S r 0� U • 9 0 RENTON 9 AVE S c 2 y EpG F. `� a CEDAR AVE " pIli . oCe _ AV i J� WILLIAMS AVE N ®, ,a„..,y L;l S ‘GEt S AVE S ` CDCAN i WILLIAMS AVE S iiig:*i::•::•:>:::.: TALBOT ROAD ;. • AVEN , BURNETT AVE S' % CENTER a RENTON VILLAGE L�".� in LOGAN AVE S i� J �' s t rn RENTON m �, ` N N �� o �AIRPORT � o RENTON N SO • � S — , SCHOOL o OAVlS c (Y C •N O N \ Ph �' HOLIDAY a LAKE k a R'�INc •RO BUS I� AVE "'� iR PARK k RIDE • A N Rp1N1ER pVE �\ RAINIER AVE . ® _ • HARDIE J ` E VALLEY I SAN o I- AVE F I -,. - L • LIND AVE SW w •I O . tri i TO • / • c', . 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CA(CC....ARTERIAL) // .•d \\ '� --I PROPOSED L.USE: • EA \ // '•O \`/ SITE AoeA¢ 10.9f MIS 's /a \\\��' • AIRWA0 SITE 900t AGES ` \ / \\/ _ REQUIRED MIYARD DIG SETO.. q, ; \``\ / ,A\^d i� - iii z • SIM OM WARY W \ w.uu SUM MM. w • :� e hell KM BALM U A • SITE PLAN NOTES 5.a WI.PROPOSE 91UD4IE3011/STOISS . PIPE BALM L)SURVEY SASE DEORNAIION IS BASED ON ORAMIG PREPARED BP vARIOE MIXER.MIMEO FOR MOPE ID USE CM.BY CASE BASIS BIA W IIffN COQILIING EMU.PC DATED e-o-98. w PM.PROVIDER (/ WTAA DISPLAY P.T. SR STALLS C u MST PM. Ill STALLS P?- EI.0.P.. r:STALLS APPLICANTS '-b SIPPLE SM. li TALLS a.. IDf(COGILIING FNGVEL55 - Wmisµ PARtD6 a STALLSFOf AUfRYIIM LISA ovonmvArttOIG osrua FOR SITE PLAN REWIEW ONLY am TOO A.M.SATE 900 TOTAL OwSITE PARC. US STALLS SEATTLE RA 9E91 SITE NOT FOR CONSTRUCTION COnTAC:uA RSiE➢T.PE GROSS 0JILUDm AREA 5l]00 se(I P.O.Tx06IRxl-5833 PAVE.,ISO IB9.1x01 Sa(t FAX(306A00-0L10 LAIOSCASE AREA MUSH s9 PI . — NM.ROOK AREA RATIO(Fµ) IA Su Ft PROPOSED FLOOR AREA RATIO(FA() 11 SR FY • GRAPHIC SCALE ^ LAMCAWO AREA Wyman xx190f Su PI -. wa ryE AWARmvnm e16e5:s9 rI x u n CALL 48 HOURS e Of-SITE LRAM.AREA R.1x01 Su(1 .: - ! BEFORE YOU DIG OAT-SITE PAYflENI MA I3933 50 f1 Iurz1TL_ —IAm-SU IA - 1-800-421-5555- — -- 3"' —__ _— --_ -- _- - ____ _ _- —_ SHEET • ORAq BT DATE SCALE: A 1DB D'1--9H E=casult,.EDD a AutoNation:�ONE sALEs RENTON,WASHINGTON Ci.O -U DESIMEO BY HORI Z.1'.50' • FACILITY M ` W.IPrs -09-I�-9s SA --� _ DAOED B( VERT. of m(0 Ave..050055SLrte 900 -USA ws D9-n-98.13 ND.: Seams wa.11..9190 RENTON,WASHINGTON • — b 0000 EO B — 9Bx0A rxer ezasa?z Fax 12060 622 OUR CONCEPTUAL SITE PLAN OF t g 'R Ay. NO. DATE BT OHO. APPR. REVISION • Nam-.; 1L—ItAN•,N7tign11sAA {1} L1J 0 11jll ' ,...„ r g " in IT SOUTHEAST ELEVATION N-d . .-_, _'AL/:e pony�sA ii_ _IIrr- *Irmo vri �I ® i ■ •'11 ® _ ) 1 _. SOUTHWEST ELEVATION • ,.... " .... . 1 _ NORTHWEST ELEVATION 1 L C - ® n n COLOR LEGEND ill NORTHEAST ELEVATION . ooaezW=•. D . W.=.— g; AutoNatnon AUTONATION TIER ONE SALES FACILITY ii ELEVATIONS W RENTON, WA. D 16 32 48 GRAPHIC SCALE IN FEET III — - 1 — — -- — .,•e � .»,. SEPT 21, 1998 fea•ILVNLe\dU IE,ro 3J0'1S3n,yleuU 1U Id w IVU'ZUJ Ztl3\\ eeel eC.ie CI IZ^.S oe • 1 0r I1 �I1 � 11 o ,== v0 0 . .❑ HNN s SALES MANAGER SALES NANAGER GENERAL.AM AGER I� CUSIOKR SERVICE SEATING AREA OCROSS SECTION / INTERIOR ELEVATION • �Jy V�� � $ rrr4Mt' l ti 1 • Iran:_: -- 12===== OCROSS-I•SECTION / INTERIOR ELEVATION EI n• -.• 1 I�1111 I I I 1 I 1 1 1 • �� 1=1o � o or. o d CAFE IRA CUSTC ER SERVICE SEATING IREA WO LEAR O CROSS SECTION / INTERIOR ELEVATION • AufoNaV on AUTONATION TIER ONE SALES FACILITY BUILDING SECTIONS us RENTON, WA. ° a 16 24 GRAPHIC SCALE IN FEET s F„1,„� .wWM It rx , SEPT 21, 1998 +• ddd•UVRdMVRV1101d\•2 350 155n\dfd150\1012SVIVOS20i[ni\\ 0bbl RB•EL•51 12 ou5 ud •• • • . . • . . 6 ______ • . •_,... 5 :'" AutoNatIon TER OW SALES . . . N\ 6, •, n.,...„..-- FACIITY . MATCHLINE SEE SHE C3.0 : 0 II i vie, RENTOR WASHNGTON 1 ,•,* ‘• •1 1',1 [ , . \".;" \''''' • 1 il LI li,V.' 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' ,.• • • • AutoNatlon ITIER ONE SALES - ,- 'FACILITY » ‘ U6 i 1 USA IRENTON, WASHINGTON � Hough Beek \ (� &Baird Inc. • .. •mil 1' 'I'','f all . ) u ew'UEvcn n N EB • 1.1 J EXISTING VEGETATION TO REMAIN, I \.6� ® �..,-.�, COLEEN R.ROUGR Z EL TYPICAL II \\ ,,,„_ CERnnGiE r+0.]1B N OI_ .ZO-, • O STREET TREE(26.ON CENTER) 1 ',I 1'= I II NOTES. 6 =Z 1- ,y�, r ALL AT r-v PLUMP j-j II SLEET ELLA '(i1 -,'II --A.ALL NEW PLANTING AREAS ARE TO \ , Z= ¢ i F EVERGREEN TREE PLANTING 1 1 1-J ' RECEIVE AN AUTOMATIC UNDERGROUND .� \\ \ I-N ')F' I PH,. ..,--I .r'- 2.ALL TR SYSTEM. •\\ J r+n,•n runwo ; I,' I I• 2.ALL TREES UNDER OVERHEAD / ��%''� \,' • ¢� [l �{DECIDUOUS TREE I 1'I I 1 POWERLINES SHALL HAVE A MAXIMUM / \ '� O Z (>= w L DEC AT nix or era • 1 I,I 1 7 MATURE HEIGHT OF 26.PER THE PUGET % �\\ H O Q O SMALL DECIDUOUS,MULTIPLE TRUNKED TREE PLANTING 1 III 1 I ROUND POWER AND LIGHT COMPANY •' \,\�`.,• \ Z may,MEET n d PLANTING II I. 11 1 ,`: TREE MANAGEMENT STANDARDS. / .�� ,��; �BIGN-S✓rE '\ ^' { 3... la.l 0 LARGE EVERGREEN SIRIUS PLANTING I 1 '1 \�> / •yG' - [C J •). a �i:•'+� - RtrH�TEGT',DRAWIN08 - '' W IIN-L• n e ar wlwo ''f 1 II y II e . r GRAPHIC SCALE CC o r tI I II I` I \ y a \ v, s (L- MEDIUM EVERGREEN SHRUB PLANTING . 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I J —�; ,(, q, -'_-,o- i' 'I f V� —F ' \ z.� - 1. 60•LANDSCAPE BERM ALONG GRADY vl ` /I E -1 f '•\ �A ' 1 N9 0 I . I--r L DAAWI(IG8 � WAY 4 TALBOT ROAD 1 I'r... il' ._-rH• .1 � I \\ l)� ��. ��Qj � �...,,,Y� _ '� : F'"I I 1 I 11 • 11 (1._ — „.,� I ��' I a?-- — o '; a 1 .:I i>�w'pLiiiTd AL NG ../. LANDSCAPE CALCULATIONS 1 1 11 �' i,.I^ • _ ';x� \ 9 4 \ ,I plia�' -', rah �.— I ,ll• I h I 1@_ .GUEST- — ^. 1 _ `a ..'NARTH,AND EA8T ti Y y >< >< 822,04t.If SQUARE FEET(18AOf ACRES) I p ,-I I lF .I- I I Cf r ?1- I I _,-TO`^ !.- ,. -!- _ �"/PERIMETER8I RL. . / .• TOTAL GROSS 817E AREA I A IYr a�i 4I I m•- ` I -I ek �-,- ' - .., I ---" •r A CONTAIN y`` §§ pf sill �' 81M R�-GLANT 7't { AA : a•�. FiI-'IL---.fi I •'1� S-� .�YfiES A6-WO HD IN - 20,67124 SQUARE FEET(0.47t ACRES)OF ( III I V(Fj'- — I C `I �_ 1 - ur j''� .�nl Q�b� - \ REQUIRED LANDSCAPE AREA(MINIMUM 2.6 'III `'v"-�1 I _•1 _i )1® I _- /—.,:.:,..,-,...,-.� I 't. 1 .`.. g i 9 PERCENT OF GR088 SITE AREA) I '�fl ('�If,1 Y1 I% „52�.-?'"'...III��`'�.��`.Q I �\ //� __ .1 �.1....1 g I 4�°��; � 1--_ ., .'\ "i !t SQUARE FEET W.Ot ACRES)OF i I ,�AI {• r` \ -- - .. ;n + -- . ee PROVIDED LANDSCAPE AREA I 4q/ '' I 1 •;1 0 \�-' _-- I'I-'v•c ;��;1,;;;irF w; .�O !,�la�� ,� /C' ` \ i • T 'm 00,24U6 SQUARE FEET(2.07t ACpEe)TOTAL I j 1 �a� li r! r ,m ��®d�R]�K�R , f�;!' Y'(� I "1 4 -ei �=— _ t 'r o PUBLICIEYPLOYEE PARKING LOT AREA ( 1 - \}� �i{ �]• v _. v.\ I jo. _• .77 _. j } !,6)2t SQUARE FEET(0.)s ACRES)OF �f Lid — ''].: '(U"I -` ``� {.iG1 1•.,\I y4 GN+SEE /� • ',,_iREQUIRED LANDSCAPE(MINIMUM 6 PERCENT • 1 I rl,\ F' II),r---,,, ,,, I� ARCHITECT,- OF PUBLIC PARKING LOT AREA-NOT ': :'�' I T I. i'",(= AWING `•."1 ``r \ INCLUDING THE AUTO DISPLAY PARKING AREA) I' _ _ lip 4� '° ^,�3..e I tE! -T YI 1. a.T•• _ \ ;''`� y •, — 7,/64t SQUARE FEET Wire ACRES)OF I I I; *VIA I•`(:;�;;i H` �� CAS y __ _Fy'�- -___ LR EP R7Y'. II PROVIDED LANDSCAPE AREA �s9 + ` � S 1� ~7..'VV _� - \', IN .,,\'.'!• 1 11 i�i z:\ i .Iir: ! / I Ij r 4(} - I — I y :c—� 1. 9.• L.; .a , 1` : _?-;f a ✓• L . 1-n • MATCHLINE SEE SHEET L2.0 (2 OF 2) . ` CALL 48 HOURS -- - -- - '--- - - - — • -- - - - - BEFORE YOU DIG } ;;I=,I`- - • F800-424-5E55 1 ::T >QF�RENT ............................. `� t 0:, RREN. • • • • On the 2q"E=t'` day of. Odakzer. , 1998, I deposited in the mails of the United States, a sealed envelope containing 1=19.c. delervv.%tvn&-hrtn • documents. This information was sent to: Name Representing Department of Ecology • Don Hurter WSDOT KC Wastewater Treatment Division •Larry Fisher Washington Department of Fisheries _ David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe • Joe Jainga Puget Sound Energy • • (Signature of Sender) %iaNcti4t. . STATE OF WASHINGTON ) ) SS • COUNTY OF KING ) • I cerOy that I know or have satisfactory evidence that OfA-& signed this instrument and acknowledged it to be his/her/their free and voluntary act forCe uses and purposes. • mentioned in the instrument. Dated: // /l`o Mg /eia-a'1_/4:, Notary Pub in and for the State of ton • Notary(Pri My appointr'���P COMMISSION EXPIRES 6/29/99 Project Name: Autolnechim VSn. Project Number: LVA ,lb. 15l, SIFj s V I E(.. I • NOTARYAOC / . . • ... 1-. ., n CIT-1 )F RENTON' Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator , October 29, 1998 • 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 for the following project reviewed by the Environmental Review Committee (ERC) on October 27, 1998: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED • AUTONATION USA LUA-98-151,SA-H,V-H,ECF Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage,and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South,with;agated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. Location: 915 S. Grady Way: Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. Appeals must be filed in writing together with the required $75.00 application fee with:Hearing Examiner, - City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at (425)430-.7219. For the Environmental Review Committee, Peter Rosen Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation : " Shirley Lukhang, Seattle Public Utilities - Duwamish Tribal Office. Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance), . Joe Jainga,Puget Sound,Energy ;:, : '-, - � Mill: -. . . :.._: 200 Avenue South`'.;Renton,:Washington 98055 - ' ; • This paper contains 50%recycled material,20%post consumer E T•; �J F�'R RENT ON t.,: ICI � • - .a .: .. - ..t� _ :Planning/Bui•lding/Public Works epartment Jesse,Tanner,Mayor:. Gregg Zimmerman P.E.,Administrator • October 29, 1998 . : . • Mr. Mark Steepy, P.E. KPFF Consulting Engineers 1201 Third Avenue, Suite 900 Seattle!, WA 98101 • SUBJECT: • Autonation USA • Project No. LUA-98-151,SA-H,V-H,ECF , Dear Mr. Steepy: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have. completed their review of the subject project. The ERC, on October 27, 1998,',issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See'ttie:enclosed Mitigation Measures.document. • • Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of1Renton, 1055 South Grady Way, Renton, WA,98055::'Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from ttie Renton City Clerk's Office;(425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on December 1, 1998, at 9:00 AM to consider the Site Approval and Variance. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing: The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeali rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7219. . ; For the Environmental Review Committee, 1� . . Peter RjI osen. Project Manager: : _ cc::,. ; Puget Western, Ina/Owners >En I - Docu mentR •200 Mill Avenue South - Renton,-Washington 980. 55; ; : -�I,`:�'.f .. .'�TLJc..�sennnlninc CAo/renvrlurlmeln:7�IJ!\Lnn� nnn�u..o'r - :. " - nr DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECT NAME: Autonation USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site. presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast comer:of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel ,on the east part of the site. The proposal includes a variance request to construct-the.primary access drive encroaching into the required 25 foot • stream buffer. Approximately 1:30 acres of the subject;Site will be:sold to the City of Renton for additional City Hall parking.: LOCATION OF PROPOSAL' 915 S.Grady Way .' MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee at a•rate of$0.52per square foot of new construction. The applicant will receive credit for the existing buildings that would be demolished by the proposal. The Fire Mitigation Fee is payable at the time that Building Permits are issued. 2. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The traffic mitigation fee is estimated $114,000 (1,520 trips •_ x$75= $114,000). This fee is payable prior to issuance of Building Permits. I { I . r { t _ I DETERMINATION OF' NON-SIGNIFICANCE .:i _ (MITIGATED) ADVISORY NOTES • APPLICATION NO(S): LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECT NAME: Autonation USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted. by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. " -LOCATION OF PROPOSAL 915 S. 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. BUILDING Soils report states that additional liquefaction analysis is needed. 'Geopiers are subject to additional review. Use the 1997 UBC for use, area and occupancy separations: Signs are subject to Renton sign code. FIRE 1;: The preliminary fire flow is..3,250 GPM based on Type 5N construction. One fire hydrant is required within 150 feet of the building and 3 additional.hydrants within 300 feet of the building, based on required fire flow. 2. Separate plans and permits are required for sprinkler and fire alarm systems installation. 3. Provide a list of any flammable, combustible liquids'or hazardous chemicals that are to be used or stored on site. 4. All required fire access roadways are required to be a minimum of 20 feet wide unobstructed. The inside radius is 25 feet and the outside radius is 45 feet. All required fire lanes shall be marked per City Ordinance. PLAN REVIEW Water 1. There is an existing 24"water main adjacent to the site in Talbot Road S, an 18"water main in S Grady Way,and a 16"water main in Benson Road S. There are also several 8" and 6"water mains and four hydrants located on the site itself. 2. No additional water main extensions will be required for this project. 3. The redevelopment credit for this site eliminates the requirement for payment of system 'development charges for water and sewer. Surface Water - • 1. :There;is a drainage system,from Renton Hill to'the-east which crosses under 1-405 and Benson and crosses the southerly portion of the site in .a:;combined culvert/ditch system. This :system s Autonation USA • LUA-98-151,SA-H,V-H,ECF Advisory Notes(Continued) discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady Way and Talbot Road S adjacent to the site. 2. A conceptual drainage plan and drainage report has been prepared and submitted with the site plan application for this project. The conceptual drainage plan includes provisions for water quality treatment in compliance with the requirements of the KCSWM.- No detention is required for this proposal, since there is no increase in the runoff rate anticipated from this site redevelopment. The conceptual drainage plan is'approved as submitted. 3. Since there is no net increase in impervious surface on this site as part of the development proposal,there will be no system development charge for surface water required for this project. Wastewater 1. Service to this site is provided by an 18 sewer main which runs across the southerly portion of the site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. 2. No additional sewer main extensions will be required for this project. 3. The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. Transportation • 1. Talbot Rd S and S Grady Way are fully improved with curb, gutters, sidewalks and street lighting.. adjacent to this project site. Benson`Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site. No vehicular or pedestrian access is proposed to the site from Benson Rd S, due to inaccessibility across the steep slope, the wetland area and the ditch/stream system. 2. City Code requires.a project of this size to abut fully improved streets. This would require the improvement of Benson Rd S adjacent to' site with curb, gutter and sidewalks for the entire frontage of the site. A request for waiver.of this:requirement has been made to the Board of Public Works. 3. A traffic,report has been,prepared for this project and included with the application. The traffic report has been prepared using methodology acceptable to the City. The'report concludes that the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier.Ave S will not be significantly reduced as °a result of this project:,_...The report also concludes that the proposed driveway location is acceptable and will not have significant impacts to traffic along Talbot Rd S. Staff concurs with the conclusions of the traffic study:. .., General All required_utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. 'The fee for review and inspection of these improvements is 5%' of the first.$100,000 of the estimated Construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over . _ $200,000. Half of this fee must be paid upon application for building and construction permits, and the remainder when the permits are issued.'There may be additional fees for water service related expenses. PLANNING • Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling tricks. PARKS • All landscaped areas outside the property line are to be maintained by the property owner. Red Maples are planted directly in powerline right-of-way and under overhead lines in 2 locations along Grady Way - and Talbot Road.-Trees grow to 35 foot height Recommend coordination with power company to avoid conflict and improper pruning. BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,October 21, 1998 6th Floor Conference Room IN ATTENDANCE: Jim Hanson, Chairman,absent Neil Watts,Plan Review Supervisor Larry Meckling,Building Official,absent Dave Christensen,Utilities System,Acting Chairman Jim Gray,Fire Prevention Paul Lumbert,Plan Review Dennis Gerber,Police Mickie Flanagan,Recording Secretary VISITORS: Mark Steepy,AutoNation USA James Jacques,Duvall Court Short Plat MINUTES 1. CALL TO ORDER: Acting Chairman Dave Christensen called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: MOVED BY GRAY,SECONDED BY GERBER to approve meeting minutes dated,October 7, 1998. MOTION CARRIED. 3. REQUESTED ACTION: • OFF-SITE DEFERRAL, AutoNation S,.uth Grady Way, the applicant requests a de erral for the installation of curbs, gutters, sidewalks, paving and street lights on the Benson Road South frontage of the site. Discussion: The roadway designation on Benson was discussed including drainage and cost factors. This section of road also experienced a pedestrian fatality last year. Action: MOVED BY GRAY,SECONDED BY GERBER to deny a waiver for installation of curbs, gutters, sidewalks,paving and street lights on the Benson Rd. S.frontage of the site. The request does not meet the Code criteria for a waiver. It was suggested that the applicant meet with the city's Transportation staff and attempt to modify the process. MOTION CARRIED. • OFF-SITE DEFERRAL,Duvall Court Short Plat,2308 Duvall Avenue NE, the applicant requests a deferral of curbs, gutters, sidewalks, paving and street lights. Action: Following a brief discussion, it was MOVED BY GRAY, SECONDED BY GERBER to approve deferral of off-site improvements which include curb, gutters, sidewalks,paving and street lights. Said deferral shall be Board of Public October 21, 1998 Page 2 covered by a Restrictive Covenant which will include language that the property owners of all five(5)lots in the short plat shall participate in any future L.I.D. or other city initiated roadway improvement project. MOTION CARRIED 4. REFERRALS FROM CITY COUNCIL: None 5. COMMENTS AND ANNOUNCEMENTS: None 6. CONSENT AGENDA: None 7. ADJOURNMENT: CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECIT NAME: Autonation USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom! service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for!guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service drivewayhon South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would ° not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. LOCATION OF PROPOSAL: 915 S. 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. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: November 03, 1998 DATE O1 DECISION: October 27, 1998 SIGNATURES: Gregg i mer !Mg/tor�� DATE / / v Depart o lanning/Building/Public Works .\ I Jirfi Shepherd,Ad nistrator DATE Community Services Lee Wheeler, Fire Ch' / DA Renton Fire Depart Document4 DETERMINATION OF NON-SIGNIFICANCE _ (MITIGATED) MITIGATION MEASURES . APPLICATION NO(S): LUA-98-151,SA-H,V-H,ECF APPLICANT: Autonation USA Corp PROJECT NAME: Autonation USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site. presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way.. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to constrict the primary access drive encroaching into the required 25 foot stream buffer. Approximately .130 acres of the subject site will be sold to the City of.Renton for ' additional City Hall parking. - LOCATION OF PROPOSAL "` 915 S. Grady Way ` ''...4`;; MITIGATION MEASURES:. 1. The applicant shall pay the appropriate.Fire Mitigation Fee at a rate of$0.52.per square foot of new construction. The applicant will receive credit for the existing"buildings that would be demolished by the proposal. ..The Fire Mitigation Fee is payable,at the time that Building Permits are issued. 2. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily . trip associated with the project. The traffic mitigation fee is estimated $114,000 (1,520 trips x$75= $114,000). This fee is payable prior to.issuance of Building Permits. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-151,SA-H,V-H,ECF APPLICANT: . Autonation USA Corp PROJECT NAME: Autonation USA DESCRIPTION OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq. ft. • Showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. LOCATION OF PROPOSAL: - 915 S. 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. BUILDING Soils report states that additional"liquefaction'analysis'is needed. :Geopiers are subject to additional review. Use the 1997 UBC for use, area and occupancy separations: Signs are subject to Renton sign code: FIRE The preliminary fire flow is 3,250'GPM based on Type 5N 'construction. One fire hydrant is required within 150 feet of the building and 3 additional hydrants within 300 feet of the building, based on required fire flow.. . 2. Separate plans and permits are required for sprinkler and fire alarm systems installation. 3. Provide a list of any flammable, combustible liquids or hazardous chemicals that are'to be used or stored on site. 4. All required fire access roadways are required to be a minimum'of 20 feet wide unobstructed. The inside radius is 25 feet and the outside radius is 45 feet. All required fire lanes shall be marked per City Ordinance. PLAN REVIEW Water . 1..There is an existing 24"water main adjacent to the site in Talbot Road S, an 18"water main in S Grady Way, and a'16"water main in Benson Road S. There are also several 8" and 6"water mains and four hydrants located on the site itself. 2. No additional water main extensions will be required for this project: 3. .The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. e ace Wat r`1.. Thereis.a drainage:sy stemfrom Renton Hillto the east whichcrosses under 1-405 and;Benson .. mbined .culvert/ditch` system. :. system_ • and crosses-the southerly" portion of the site in a'co This� , L. ' . Autonation USA _.. •LUA-98-151,SA-H,V-H,ECF • Advisory Notes(Continued) discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady Way and Talbot Road S adjacent to the site. 2. A conceptual drainage plan and drainage report has been prepared and submitted with the site plan application for this project. The conceptual drainage plan includes provisions for water,quality treatment in compliance with the requirements of the KCSWM. No detention is required for this Proposal, since there is no increase in the runoff rate anticipated from this site redevelopment. The conceptual drainage plan is approved as submitted. ' 3. Since there is no net increase in impervious surface on this site as part of the development Proposal,there will be no system development charge for surface water required for this project. Wastewater 1,. Service to this site is provided by an 18" sewer main which runs across the southerly portion of the site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. 2. No additional sewer main extensions will be required for this project. ' 3. The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. Transportation • 1. Talbot Rd S and S Grady Way are fully improved with curb,gutters, sidewalks and street lighting adjacent to this project site. Benson Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site. :No vehicular or pedestrian access is proposed to the site from Benson Rd S, due to inaccessibility across the steep slope, the wetland. area and the . ditch/stream system. , 2.: City Code requires a project of this size to abut fully improved streets. .This would require the improvement of Benson Rd S adjacent to the:site with,curb, gutter'and sidewalks for the entire frontage of the site. A request for waiver of this requirem ent has been made to the Board of Public Works. • 3. A traffic report has been prepared for this project and included with the application. The traffic 9eport has been prepared using methodology acceptable to the City. The'report concludes that the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier Ave S will not be significantly reduced as a result of this project.. The report also concludes that the proposed driveway location is acceptable and will not have significant impacts to traffic along Talbot Rd S. Staff concurs with the conclusions of the traffic study.: General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a 'registered Civil Engineer. The construction permit application must include a itemized cost estimate for these, improvements. 'The fee for review and inspection of these improvements is 5% of the first_$100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. , PLANNING • ' Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. PARKS • All landscaped areas outside the property line are to be maintained by the property owner. Red Maples are planted directly in powerline right-of-way and under overhead lines in 2 locations along Grady Way • and Talbot Road.Trees grow to 35 foot height. .Recominend coordination with power company to,avoid and im roper.pruning. - • conflict i g. improper P 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. AUTONATION USA LUA-98-151,SA-H,V-H,ECF Environmental review for an auto sales facility. Primary access onto the site would be off Talbot Rd. So. Location: 915 South Grady Way. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. Appeals must be filed, in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8- 11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, on December 1, 1998 at 9:00 AM to consider the Site Approval and Variance. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: November 3, 1998 Account No. 51067 dnsmpub.dot • • • • ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: AUTONATION USA PROJECT NUMBER: LUA-98-161,SA-H,V-H,ECF Proposal for an auto sales facility consisting of a 53,200 sq.fl.showroom/service building,retail display parking • for 506 vehicles,129 parking stalls for vehicle service/storage,and 193 parking stabs for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South,with a gated emergency service driveway on South Grady Way. There Is a.84 acre Category 2 wetland In the southeast corner of the site which would not be directly Impacted by the proposal.A stream flows through a concrete channel on the east part of the site.The proposal includes a variance request to construct the primary access drive encroaching Into the required 25 toot stream buffer.Approximately 1.30 acres'ef the subject site will be sold to the City of Renton for additional City Hell parking.Location:915 S.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. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16,1908. Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,4055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B.Additional information regarding the appeal process maybe obtained from the • Renton City Clerk's Office,(425)-430-6510. • A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the 7th floor of City Hall,1055 south grady way,Renton,Washington,on December 01,1998,at 9:00 AM to consider the Site Approval and Variance. If the Environmental Determination Is appealed,the appeal will be heard as part of this public hearing. PROJECT %, SFFE ../=61\ BENSON'•D S `4® 11I117 • lip c OMIT 2 • FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION .,:,:,;",;.Please Incident the projectNUMBERwhen calling for proper,file identification:;, "•> ;; CERTIFICATION- • -(2_.( gaSe-ti\ , hereby certify that copies of the above document were posted by me in j conspicuous places on or nearby. the described property on Nov•e1.6s2r L- l' `S • • 1 Signed: ATTEST: Subcribed and sworn before me, a Nortary Public,in and for the State of Washington residing in , on the (0 , day of MARILYN KAMCHEFF • COMMISSION EXPIRES 6/29/99 • 1 ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECTINAME: AUTONATION USA PROJECT1NUMBER: LUA-98-151,SA-H,V-H,ECF Proposal for an auto sales facility consisting of a 53,200 sq.ft.showroom/service building, retail display parking for 506 vehicles,129 parking stalls for vehicle service/storage,and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The . proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. Location: 915 S.Grady Way. I THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. - Appeals must be fled in writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. 1 A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the 7th floor of City Hall, 1055 south grady way, Renton,Washington, on December 01, 1998, at 9:00 AM to consider the Site Approval and Variance. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. I 1 P® �, ,,<' .1 PROJECT 'W,i^ply o- A MAILS A $� . : :.� y\` ,„,, ,,AIII 1VF 4 T\� Il tl:l .AYC n S a V II/I �pf•L _CFD,R AVF s � 1 „ ALsENSoN D S �� p'rA. 1 �� AVF 5 `w q %4 m ���iPP88 " ��'10 ozz �RENTOH E. Q 0 - .� " AIRPORT y : fr. $ < 111 /.� ! 4e qnP lid v>'r 11 „ (iIAGFY76 AV 1 1 1 1 1 1 FOR FURTI'IER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT I SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION "P(ease=lncl.ude`>th >'"ro OU N1 MBERNOOti callifi010r' 0 'er:fife adentifi040n :li i:i 1 f • r. STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE OCTOBER 27, 1998 Project Name Autonation USA Applicant Autonation USA Corp. File Number LUA-098-151, SA-H, V-H, ECF Project Manager Peter Rosen Project Description Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/ service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road South, with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive encroaching into the required 25 foot stream buffer. Approximately 1.30 acres of the subject site will be sold to the City of Renton for additional City Hall parking. Project Location 915 S. Grady Way Exist. Bldg. Area gsf 81,241 sq. ft. (to be demolished) Proposed New Bldg. Area 53,200 sq. ft. Site Area 20.19 acres total Total Building Area gsf 53,200 sq. ft. 18.89 acres Autonation site RECOMMENDATION Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance, Mitigated. e a F y r f 1 g I MiT0111301(//1 % ,Try A m= c. Sr n)In 51 $ �- `� to s a I , ■�� PFxr6�.1 lEtt'Ft 1/ ., 5'{161n Si J 5t:tn 51 F Project Location Map `$ o • C ,TDoc .'n aln cr . @In sr rrt m ` y City of Renton P/B/PW Department Environmental Review Committee Staff Report • AUTONATION USA LUA98-151,SA-H, V H,ECF REPORT OF OCTOBER 27, 1998 Page 2 of 6 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials Make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 14 day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction. The applicant will receive credit for the existing buildings that would be demolished by the proposal. The Fire Mitigation Fee is payable at the time that Building Permits are issued. 2. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The traffic mitigation fee is estimated $114,000 (1,520 trips x $75 = $11i4,000). This fee is payable prior to issuance of Building Permits. 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. BUILDING Soils report states that additional liquefaction analysis is needed. Geopiers are subject to additional review. Use the 1997 UBC for use, area and occupancy separations. Signs are subject to Renton sign code. FIRE I 1. The preliminary fire flow is 3,250 GPM based on Type 5N construction. One fire hydrant is required within 150 feet of the building and 3 additional hydrants within 300 feet of the building, based on required fire flow. 2. Separate plans and permits are required for sprinkler and fire alarm systems installation. 3. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 4. All required fire access roadways are required to be a minimum of 20 feet wide unobstructed. The inside radius is 25 feet and the outside radius is 45 feet. All required fire lanes shall be marked per City Ordinance. PLAN REVIEW Water 1. There is an existing 24"water main adjacent to the site in Talbot Road S, an 18"water main in S Grady Way, and a 16"water main in Benson Road S. There are also several 8" and 6"water mains and four hydrants located on the!site itself. I 2. No,additional water main extensions will be required for this project. 3. Tlie redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. FRr.RRT nor. • City of Renton P/B/PW Department Environmental Review Committee Staff Report AUTONATION USA LUA98-151,SA-H, V-H,ECF REPORT QF OCTOBER 27, 1998 Page 3 of 6 Surface Water 1. There is a drainage system from Renton Hill to the east which crosses under 1-405 and Benson and crosses the southerly portion of the site in a combined culvert/ditch system. This system discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady Way and Talbot Road S adjace'nt to the site. 2. A conceptual drainage plan and drainage report has been prepared and submitted with the site plan application for this project. The conceptual drainage plan includes provisions for water quality treatment in compliance with the requirements of the KCSWM. No detention is required for this proposal, since there is no increase in the runoff rate anticipated from this site redevelopment. The conceptual drainage plan is approved as submitted. 3. Since there is no net increase in impervious surface on this site as part of the development proposal, there will be no system development charge for surface water required for this project. Wastewater 1. Service to this site is provided by an 18" sewer main which runs across the southerly portion of the site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. 2. No additional sewer main extensions will be required for this project. 3. The redevelopment credit for this site eliminates the requirement for payment of system development charges!i for water and sewer. Transportation 1. Talbot Rd S and S.Grady Way are fully improved with curb, gutters, sidewalks and street lighting adjacent to this project site. Benson Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site. No vehicular or pedestrian access is proposed to the site from Benson Rd S, due to inaccessibility across the steep slope,the wetland area and the ditch/stream system. 2. Cityode requires a project of this size to abut fully improved streets. This would require the improvement of Benson!Rd S adjacent to the site with curb, gutter and sidewalks for the entire frontage of the site. A request for waiver of this requirement has been made to the Board of Public Works. 3. A traffic report has been prepared for this project and included with the application. The traffic report has been prepared using methodology acceptable to the City. The report concludes that the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier Ave S will not be significantly reduced as a result of this project. The report also concludes that the proposed driveway location is acceptable and will not have significant impacts to traffic along Talbot Rd S. Staff concurs with the conclusions of the traffic study. General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of, Renton drafting standards by a registered Civil Engineer. The construction permit application must include, a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. PLANNING Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks.] PARKS All landscaped areas outside the property line are to be maintained by the property owner. Red Maples are planted directly in powerline right-of-way and under overhead lines in 2 locations along Grady Way and Talbot Road. Trees grow to 35 foot height. Recommend coordination with power company to avoid conflict and improper pruning. City of Renton P/B/PW Department Environmental Review Committee Staff Report • AUTONATION USA LUA98-151,SA-H, V-H,ECF REPORT OF OCTOBER 27, 1998 Page 4 of 6 D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. Has the applicant adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development? 1. Earth Impacts: The developed area of the site is basically flat. There is a steep slope area (approximately 30%) on the east portion of the site going up toward Benson Road S. The proposed development would not alter or disturb the steep slopes. A geotechnical report has been prepared by Kleinfelder Inc. Due to the potential for unacceptable differential settlements that are likely to occur with the proposed building loads, the report recommends supporting the building! on deep foundations (piles or piers) extending to the bedrock or the use of shallow spread foundations used in conjunction with geopiers for foundation support. The site would be raised between 12 to 24 inches above the existing pavement. Where the proposed site is at-grade, approximately 18 inches of overexcavation would occur. The environmental checklist estimates approximately 5,800 cubic yards of cut and 26,000 cubic yards of fill would be required for the project. The subject site is already paved and, therefore, there would be minimal disturbance of vegetation or soils. Potential erosion impacts that could occur during construction would be mitigated by City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan (TESCP) and a Construction Mitigation Plan and prior to issuance of Construction Permits. Mitigation Measures: No further mitigation is recommended. Nexus:!NA I 2. !Water Imaacts: There is an existing drainage channel or stream, an unnamed tributary to Rolling Hills Creek, that flows across!the east and south sides of the site in an open concrete channel, 4 feet wide by 3 feet deep. The course lof the stream was identified in a previous environmental review application, for remediation activities on the Puget Power site. Generally, the drainage channel collects stormwater and is both an open channel and piped along its course. It originates at the top of a ravine, southeast of 1-405, near the intersection of Grant Avenue South and South 18th Street, approximately 3,000 feet southeast of the subject site. The drainage carries stormwater partly in an above-ground channel (unlined) with occasional subsurface (piped) sections toward the bottom of the slope. The drainage channel enters a 3-foot-diameter steel culvert that directsIthe runoff beneath 1-405. The culvert daylights beneath 1-405 onto the east boundary of the subject site, discharging into a concrete sedimentation basin and then into the concrete lined drainage channel across!the subject site. The channel exits the southwest corner of the site through an arch culvert (60"X 42" CMP) located beneath Talbot Road. Downgradient of the subject site, the drainage channel tends south along the west side of Talbot Road, and then west along the north side of South Renton Village Place. The stormwater channel ultimately is diverted south under 1-405, and discharged to Panther Creek wetland, Springbrook Creek, Black River, and finally to the Green River. According to the wetland report prepared by Pentec Environmental, Inc. for the proposal, no fish were observed in the stream during their investigation. No ele,'ctrofishing was conducted and it is uncertain whether there is fish use (salmonids) downstream from the site. The existing Puget Power facility is paved right up to the concrete channel, there is no existing vegetated buffer The proposal would not directly impact the stream, and the applicant proposes to leave the concrete channel intact. The City's Land Clearing and Tree Cutting Ordinance requires a 25 foot buffer from streams, and the code does not address reduced requirements for redevelopment where there is an existing substandard condition or no vegetated buffer. The primary access road internal to the site would intrude into the 25,foot stream buffer area and the applicant has requested a variance from the buffer requirement. The • City Of Renton P/B/PW Department Environmental Review Committee Staff Report • AUTONATION USA LUA98-151, SA-H, V-H,ECF REPORT OF OCTOBER 27, 1998 Page 5 of 6 applicant is proposing a minimum buffer width of 19 feet, so the proposal would result in a 6 foot intrusion into the required buffer. The buffer that is provided would be densely planted with appropriate stream/ wetland buffer plants. The variance request will be decided by the Hearing Examiner with the site plan review application. The potential stream impacts are not environmental issues warranting mitigation because the proposal would maintain the existing condition of the concrete stream channel and would be adding a vegetated buffer where none presently exists. There is;an existing wetland located in the southeast corner of the site. The wetland boundary generally follows the toe of slope to the east, and the edge of the concrete drainage channel and Talbot Road S. A wetland report prepared by Pentec Environmental, Inc. identifies the .84 acre wetland as a Category 2 wetland'because it is greater than 2,200 square feet in size and has minimal evidence of human-related physical alteration. Category 2 wetlands require a 50 foot wide undisturbed buffer. The existing Puget Power facility is paved directly up to the concrete drainage channel which also forms the edge of the wetland boundary. Therefore, there is no existing vegetated wetland buffer along west edge of the wetland. The applicant is proposing to construct a bermed wetland buffer in place of existing pavement, between the west edge o0he wetland and the access road. The applicant is proposing to use provisions for wetland buffer averagi a g as allowed by the Wetlands Management Ordinance. The proposed buffer area would maintain a minimum 25 foot width. The total wetland buffer area required would be provided on the site. The east edge of the wetland abuts the slope going up toward Benson Road. The applicant proposes to use this buffer area for averaging, to make up for any shortfall in the buffer area along the west edge of the wetland. The proposed buffer averaging complies with the code requirements. The restoration of a vegetated wetland buffer area to replace the existing pavement would be an improvement over the existing conditions, providing value for wildlife habitat and wetland/stream functions. The existing site is mainly impervious and the proposal would decrease the overall area of impervious surfaces with the additional buffers and landscaping. No stormwater detention or water quality systems exist on the site. The proposal would remove the underground stormwater system and install new stormwater catch basins and a conveyance system, and provide water quality treatment bioswales. No stormwater detention is required for this proposal because there would be no increase in the runoff rate anticipated from) the siteredevelopment. Mitigation Measures: No further mitigation is recommended. Nexus: NA. 3) 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 applies to all new construction. The required mitigation fee is based on a rate ofl $0.52 per square foot of new construction. The applicant would receive credit for the existing buildings on the site that would be demolished by the proposal. 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. The applicant will receive credit for the existing buildings that would be demolished by the proposal. The Fire Mitigation Fee is payable at the time that Building Permits are issued. Policy Nexus Fire Mitigation Fee Resolution and adopting Ordinance, SEPA Ordinance. 4) Transportation Impacts The primary access drive onto the site would be off Talbot Road, with a gated emergency service driveway on South Grady Way. The number of access points onto the site are limited for security purposes. A traffic report was prepared by Transportation Planning & Engineering, Inc. The report concludes that the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier Ave S will not be significantly reduced as a result of this project. The project would not adversely impact surrounding streets and there are no planned or programmed City or State roadway projects that require contributions. Sight distances at the main driveway access off Talbot Road S. are acceptable and the proposed driveway location would not have significant impacts to traffic along Talbot Road S. CDPODY Writs ,City of Renton P/B/PW Department Environmei, _ leview Committee Staff Report • , AUTONATION USA LUA98-151, SA-H, V H,ECF REPORT OF OCTOBER 27, 1998 Page 6 of 6 The proposal would result in an increase in traffic trips and therefore would be subject to the City's Transportation Mitigation Fee. The Transportation Mitigation Fee is calculated to be $75 per each average daily trip attributable to the project. The traffic report estimates the proposal would generate 1,520 new average daily trips. The trip generation rates calculated were slightly higher than the rates for New Car Sales (Land Use Code 841) found in the ITE Trip Generation Manual. The project was credited for existing traffic trips of the Puget Sound Energy office/warehouse facility on the site. Staff has concurred with the analysis of the traffic report. Therefore, staff recommends a Traffic Mitigation Fee estimated at $114,000 (1,520 trips x $75= $114,000). The applicant has submitted a Construction Mitigation Plan which states that construction would be limited to between the hours of 7:00 a.m. and 4:00 p.m. Truck hauling hours are limited to between 8:30 a.m. to 3:30 p.m. under the Development Guideline Ordinance. Mitigation Measures: The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The traffic mitigation fee is estimated $114,000 (1,520 trips x $75 = $114,000). This fee is payable prior to issuance of Building Permits. Policy Nexus: Environmental Ordinance, Transportation Mitigation Fee Ordinance 5) Land and Shoreline Use Impacts' : The project site was rezoned from Heavy Industrial (IH) and Commercial Office (CO) to Commercial Arterial (CA) in October 1998. Auto sales are allowed as a primary permitted use in the CA zone and the proposal is consistent with the Employment Area Commercial (EAC) Comprehensive Plan designation. The proposed use is not anticipated to conflict or impact existing uses in the vicinity of the site or with future uses that could be occur under the surrounding zoning. Mitigation Measures No further mitigation is recommended. Policy Nexus NA. E. ,COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. — Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 16, 1998. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of'Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,}(425)-430-6510. ERCRPT.DOC CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS. DEPARTMENT MEMORANDUM DATE: OCTOBER 2, 1998 TO: LEE HARO FROM: NEIL WATTS A}e.,,k SUBJECT: AUTONATION PROJECT TRAFFIC REPORT AND WAIVER REQUEST Autonation has applied for site plan approval for their project on Grady Way&Talbot. Their site plan application included a traffic report. The report appears to be in order, and identifies no major problems. If you have additional comments or concerns on the information covered in the traffic report, please let me know. Any written comments on the project or traffic report should be routed to me. Autonation has also applied for a waiver of street improvements along Benson Rd S adjacent to thlIeir site. This waiver request is to the Board of Public Works. Please send any written comments and/or recommendations on this issue to Paul Lumbert who will consolidate staff comments for a recommendation to the Board. cc: Paul Lumbert Peter Rosen Jim Hanson City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8, DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r,\Y"PO COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO UA.9881.51,.SA_I-1,_Vz.H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen I PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION: 915 South Grady Way SITE AREA: 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 I Llghi/Glam Plants Recreation Land/Shoreline Use Utilities Animals I Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 1W4.— B. POLICY-RELATED COMMENTS 11/41 C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a••itional informa' is needed to properly assess this proposal. ►. Signatur •Director or Authorized Representative Date t � DEVAPP1 ••• Rev.10/93 5umiikH —,In , . � /r ogik 2‘ f-1 17C:X.4110 .4 I ,I. ? Mralliti '7• . 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' , - -- 1 .° .::• ER ,t, • 80 1 :. .,..:A,„,,„ ,,:,, .:. rjD 0 _____:•:L ?,6 \) 5 6 7 8 9 10 II i's , ', ' • l•• • :...-'I s it EL..73 1 • 6 I • • ..) / _ri 1.1 v", \/..\ \ - OW':• tA::. • rc.27 ' 0 4 t\I -.•-•7•1•`4_•-_,, _ ____T, 1' , ,.-...4...........••••.••,••_________/_ ..,\.••.:..•o•• '• .-4-.-,,_.•,_,_...T"•G-.'..<",.-.n.-.-X..,,:/,-E-2.-0•:1•,•20\.1/,,`.--ReC,L,65- ti- 4'1Ii, ,,, ,L"'" :....- .•\....•... I,, 1ro8i , cki 0.9i 6r,LL 1.0 __ m rt23, l N .---(,,--,'.j..,,:0„.r.:,-•.'..;;.7:.''••:.t::.•,,4••:4"'•I,,'.'.4,A''',1'.,1 •4-,„,.: ., ........,.. . .,:., 60 1.,fract.<• r.t...7.1 .35" 1 ____-- .... •.. i -__ I r----1,,' __ ___ City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: c%1(G PtreucNn-hav\ COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTE(171,1 3-01tgoARE DEP T FRFPi?r� �: APPLICANT? AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 OCT 0 1 1998 LOCATION:I 915 South Grady Way SITE AREA:] 20.2 acres I BUILDING AREA(gross): 53,200 sq SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 I Recreation Land/Shoreline Use Utilities Animals I Transportation Environmental Health Public Services Energy/ j Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS W � C. CODE-RELATED COMMENTS toet8i2, 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 itfonal information i ` -.ceded to properly assess this proposal. , i v / i / �r/9 Sign u of Director or Authorized R presentative Date DEVAP .DOC Rev.10/93 O vs CITY OF RENTON ��N�o� FIRE PREVENTION BUREAU MEMORANDUM DATE: October 2, 1998 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal 1*- SUBJECT: Autonation USA, 915 S Grady Way Fire Department Comments: N/1. The preliminary Fire flow is 3,250 GPM based on type 5N costruction. One fire hydrant is required within 150 feet of the building and three additional hydrants within 300 feet of the building, based on required fire flow. \)2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee is required based on $.52 a square foot of the * building square footage. We need the total square footage of the buildings that are to be demolished so we can determine what the fire mitigation fee will be. 4. Separate plans and permits are required for Sprinkler and Fire alarm systems installation. 5. At least one additional access is required to the site. All required fire department access road ways are required to be 20 feet of unobstructed driving surface. The inside radius is 25 feet and the outside radius is 45 -Nifeet. All required fire lanes shall be marked per City Ordinance. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Covt$tAtcha,n swum,es COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rose PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 Op rrF ON LOCATION:; 915 South Grady Way Ll(./ SITE AREAS 20.2 acres I BUILDING AREA(gross): r,�0 sq.ft.� , �9'JR SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroor1 eilqq,b uilding, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for gue§tWernampployees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary accatvdnve onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 251foot stream buffer. 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 I Aesthetics Water I Light/Glare Plants I Recreation Land/Shoreline Use Utilities Animals I Transportation Environmental Health Public Services Energy/ I Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELAT D COMMENTS S /19r,2. � � j g f 7 e✓ p,' cv-u.)ee,�II c' �-C1-yd i/.�,47�'e• / /4t�j��i ,,d I!yo" / Co & 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 a d"onal information is needed to properly assess this proposal. pr4,. /a,//;/f _ gnature of r or Authorized Represent ive Date DEVAPPI.DOC ���/// Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: E.-OVNOVvItc. Ve4elot)ImektkOMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO:. LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANTi AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen I PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION:! 915 South Grady Way SITE AREA:, 20.2 acres I BUILDING AREA(gross): .53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 I Recreation Land/Shoreline Use Utilities Animals I Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS The Go c'AC1-ko\J 06-61c- rlics3j TH1r C PLoY,vqc.rw-r -Go)41 c Yccl�L (09-0. 47314 , EFFczTivE $/4/SS) THE. 2ONiN4. Nlft6, AOtivnr1(lvT To c.r'1 L.J)LL 3E E FL"Z7iVL 10 NO e6 LI G( 155v&s"--5 Foe-- 5T 2A-e-co c- Poincru',rv4 C. CODE-RELATED COMMENTS We have rev' ication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where itional inf 'on s n d to properly assess this proposal. /oh 19 Signature of D}ry or or Auth ed Representative Date DEVAPPI.DOC a Rev.10193 I 1 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P0.-V(LS COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION:I 915 South Grady Way SITE AREA:I 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 I Aesthetics Water I Light/Glare Plants 1 Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ 1 HistoricCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet �- / 2 . ��e cam- 0 � B. POLICY-RELATED COMMENTS T� L��ULeG� Z� �� G� � -- - dO it,c) 'evnci e,vnaez) -ife-A-, fita/c/&tn.-6a _ e- ) R /oczte_J-7 0 e:e,e.,%_,46 . 0/0•Cr—c6-7-2--tiocz4 0_,0 /?4- 749 h-e__c?, ce9-7-26-ee-ea4---i -72962 __1✓,:r d-5-Kicc_� � 5477 `tee awe /d _ G /Me 7 e- '7c (.._, C. CODE-RELATED COMMENTS / � 1— t7726:90 l' e"---- c - 7�cG/�yge2--c-x— a- -e-1-iiCvr)d �5 -2. /�-O,uJ ,c-Zt €Gc-. c d�2 77/Cd 7-- /'76 ZCZ/..,r2 714V(A/Y1--, CO-7-14f-5,M /a) /7-45-'74-27Z.€ 972-2772 4:?..„-2 p,g ,e."(..._ ______ ,e, 7�%��have revuo<ec al this application with particular attentio to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to property assess this proposal. 767 Signature of Director or Authorized Representative Dater DEVAPP1.DOC Rev.10193 : City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: llCe COMMENTS DUE: OCTOBER 14, 1998 I APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 1998 APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen I PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 LOCATION: 915 South Grady Way SITE AREAS 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a.84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTSON' 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 I Aesthetics Water I Light/Glare Plants I Recreation LancAnimals Use Utilities Animals I Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet Estimate 27.5 police calls for service annually, based on the size of the business. Actual number of calls will probably be somewhat higher, due to the type of the business . The City of Renton has been experiencing numerous thefts from construction:ssites over the past 3 years. In order to help reduce theft, the following is recommended: all building materials and tools will need to be secured when not in use. Recommend the site itself be secured by portable fencing during construction, in order to create a barrier to keep potential trespassers and burglars off the property. The site will need to be well-Tit during the hours of darkness while construction is underway, to help secure materials and tools . All tools should have the model and serial B. XiRIRKbAMEREKAMPU7CWNOWP numbers recorded to ai.d in recovery should they be stolen. If a portable constructio trailer is used for an office, recommend bars over any windows and auxiliary locking devices on any doors. Office machinery should be bolted to the floor with cables, and an alarm system should be installed. Typical crimes that would occur on this property are commercial burglary, auto theft and theft from.vehicles. The applicant has excellent security measures in place to help reduce the chance of auto theft; such as the use of walls around the service facility and parking area, and other fencing around the car sales lot.. In addition, it is recommended that the wall surrounding the service/parking area, have barbed wire installed across the top of it. A neighboring business, Taylor's Auto Body on Main St_ _ has a Similar fpnrpri-in vphicla ctnrar)a Aran anti +hey AXXRPJ4JFAC(9tN(W OWNS have been victimized by repeated incidents of thefts from vehicles . The barbed wire will help to prevent suspects climbing over the wall to gain entry to vehicles parked behind it, so they cAn steal stereo 'equipment and car parts . Recommend the building itself have an alarm system installed , and exterior doors (continued. . . . ) . We have reviewed this application with particular attention to those areas in which we have expertise • 'e ens of probable impact or areas where additional information Is needed to properly assess this proposal. Ul Signature of Director or uthorized Representative Date DEVAPPI.DOC Rev.10/93 will need security lighting outside. Any solid-core exterior doors will need peephd es for employee safety, if there are no windows adjacent to them. Recommend thel site be posted with the correct "No Trespassing" signs (refer to attached.flier for exact wording) during the construction phase. This will enable police to make arrests for trespass when suspects are ,on the property after hours., and aid in preventing thefts of building materials and tools. 1 1 Ai Trespass Enforcement WATCH .;. Quite often, business owners and managers are faced with crimes that occur on the property after the businesses are closed and the employees have gone home. Some of the crimes that occur are burglary, vandalism, graffiti, trespassing, drug dealing and robbery in the parking lots. There is a way for police and business owners to discourage these types of crimes from taking place on !_ private property, and that is by enforcing the City of Renton's Municipal Trespass Code 6-18-10. In order for police to be able to make an arrest for Trespass, business owners or managers need to purchase signs and display them in conspicuous areas on the property. These igns need to include the following language: 1. Indicate that the subject property is privately owned and; 2. Uninvited presence on the specified property is not permitted during the hours the business is closed, and; 3. Violators will be subject to criminal sanctions pursuant to Renton City Code 6-18-10. MOST IMPORTANTLY-THE SIGNS SHOULD BE CONSPICUOUS FROM ALL POSSIBLE POINTS OF ENTRY TO THE PROPERTY, AND ALSO BE PLACED ON THE EXTERIOR OF THE BUILDINGS. This way when a suspect is arrested, he/she will not be able to claim as a defense that he/she did not know he or she was trespassing. EXAMPLES FOR TRESPASS SIGNS: NO TRESPASSING NO TRESPASSING This is private property. Persons without specific No Trespassing after business hours business are not authorized to be on the premises between (insert specific times). Anyone on the the hours of(insert the hours your business is closed). . premises after business hours is subject to Violators are subject to arrest and/or citation for criminal arrest and/or citation for Criminal Trespass pursuant to Renton City Code 46-18-10.. Trespass and/or impoundment of vehicle. Per Renton City Code #6-18-10. By enforcing the Trespass Ordinance, business owners and police will be sending a message to criminals that they are not allowed to conduct criminal activity on the property. In making arrests for Trespass, police may be preventing the more serious crimes from taking place. 1 ticY 0. COURTESY OF RENTON POLTCE DEPARTMENT t CRIME PREVENTION UNIT ���`r 235 - 2571 T I CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT II MEMORANDUM DATE: OCTOBER 2, 1998 TO: PETER ROSEN FROM: NEIL WATTS i\ 2� SUBJECT: SITE PLAN AND SEPA REVIEW AUTONATION USA We have reviewed the above listed project and have the following comments: WATER • 1There is an existing 24" water main adjacent to the site in Talbot Road S, an 18" water main in S Grady Way, and a 16" water main in Benson Road S. There are also several 8" and 6" lwater mains and four hydrants located on the site itself. • INo additional water main extensions will be required for this project. • The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. SEWER • Service to this site is provided by an 18" sewer main which runs across the southerly portion of the site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. • No additional sewer main extensions will be required for this project. • ;The redevelopment credit for this site eliminates the requirement for payment of system development charges for water and sewer. SURFACE WATER • There is a drainage system from Renton Hill to the east which crosses under I-405 and Benson and crosses the southerly portion of the site in a combined culvert/ditch system. This system oc72 • 8; 1998 PrE2 discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady Way and Talbot Road S adjacent to the site. • A conceptual drainage plan and drainage report has been prepared and submitted with the site plan application for this project. The conceptual drainage plan includes provisions for water quality treatment in compliance with the requirements of the KCSWM. No detention is required for this proposal, since there is no increase in the runoff rate anticipated from this site redevelopment. The conceptual drainage plan is approved as submitted. • Since there is no net increase in impervious surface on this site as part of the development proposal, there will be no system development charge for surface water required for this project. TRANSPORTATION • Talbot Rd S and S Grady Way are fully improved with curb, gutters, sidewalks and street lighting adjacent to this project site. Benson Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site. No vehicular or pedestrian access is proposed to the site from Benson Rd S, due to inaccessibility across the steep slope, the wetland area and the ditch/stream system. • City Code requires a project of this size to abut fully improved streets. This would require the improvement of Benson Rd S adjacent to the site with curb, gutter and sidewalks for the entire frontage of the site. A request for waiver of this requirement has been made to the Board of Public Works. • A traffic report has been prepared for this project and included with the application. The traffic report has been prepared using methodology acceptable to the City. The report concludes that the level of service at the intersections of Grady Way and Talbot Rd and Grady Way and Rainier Ave S will not be significantly reduced as a result of this project. The report also concludes that the proposed driveway location is acceptable and will not have significant impacts to traffic along Talbot Rd S. Staff concurs with the conclusions of the traffic study. • Traffic mitigation fees of $114,000 will be required for this project, based on the approved estimates prepared in the traffic analysis for the project. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The Construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. I - City o.-rt nton Department of Planning/Building/PuL:,�:Yorks ' ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:ToivispoveratAtm COMMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 3094114C0F RF_NTON APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 °L I Q 1 1998 LOCATION: 915 South Grady Way /40LL/e4vta a1tVio10'F!I SITE AREA: 20.2 acres BUILDING AREA(gross): 53,200 sq.ft. SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in'the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 I Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals I Transportation Environmental Health Public Services Energy/ Histo►ialCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY RELATED COMMENTS C. CODE-RELATED COMMENTS 5'I' p 5 eaae ,41 wt o 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 roperly assess this proposal. 1 -ea7- W 04A y Signature of Director or Authorized Representative Date DEVAPPI.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Qely\ ReVIti,W— .4.Cir-COMMENTS DUE: OCTOBER 14, 1998 I APPLICATION NO: LUA-98-151,SA H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30E3 998 APPLICA INT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen �`�V�LoP ENT PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 In'���EN ION/C'ES LOCATION: 915 South Grady Way OCT 0 998 SITE AREA 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. • 1 SUMMARY OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building,,,ktza display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 2$foot stream buffer. 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 I Aesthetics Water I LighVGlare Plants Recreation Land/Shoreline Use _ Utilities Animals I 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 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. jjW /Z Ag Signature of Director or Authorized Representative Date DEVAPP1.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: S""' 1`^ceI Ujalt, 60MMENTS DUE: OCTOBER 14, 1998 APPLICATION NO: LUA-98-151,SA-H,V-H,ECF DATE CIRCULATED: SEPTEMBER 30, 199OR,q E APPLICANT: AUTONATION USA CORPORATION PROJECT MANAGER: Peter Rosen g'!( •/ ON PROJECT TITLE: Autonation USA WORK ORDER NO: 78443 abbe.. 0 / 109 LOCATION: 915 South Grady Way �rr� SITE AREA: 20.2 acres I BUILDING AREA(gross): 53,200 sq.ft. yr V4syt.'j SUMMAR'OF PROPOSAL: Proposal for an auto sales facility consisting of a 53,200 sq.ft. showroom/service building, retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage, and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There is a .84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal includes a variance request to construct the primary access drive within the required 25 foot stream buffer. 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 I Light/Glare Plants I Recreation Land/Shoreline Use Utilities Animals I 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 See cepi/ia r iMGwiO . II 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. AW14 . Signature of Director or Authorized Representative Date DEVAPP1.DOC Rev.10/93 • CITY JF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 6, 1998 Mr. Mark Steepy, P.E. KPFF Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, WA 98101 SUBJECT: Autonation USA Project No. LUA-98-151,SA-H,V-H,ECF Dear Mr. Steepy: The Development Planning Section of the City of Renton has determined that the subject application is,,complete according to submittal. requirements and, therefore, is accepted for review.,. It is tentatively scheduled for consideration by.the Environmental Review Committee on October 27, 1998. Prior to that review,.you will be notified if any additional information is required to continue processing your application:" The revised date of Tuesday,DecemberJ01, 1998, at 9:00 a.m., has been set for a public hearing to review the'above-referenced matter. The hearing, before Mr. Fred Kaufman; Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. The applicant or representative(s) of the applicant is required to be present 'at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. . • ' - Please contact me, at(425)430-7219, if you have any questions. Sincerely, Peter Rosen Project Manager cc: Puget Western, Inc./Owners • ACCPTLSR.DOC 1055 South Grady Way:Renton,Washington 98055 - 14-7.47".41111M....--,„:77,17.7r777.7.1.:..:77- reasormw. ,nergremper ., .. . - 0 0 CITY OF RENTON . . . . . _ ... . _ ....__ ......„,„.Gly' ''.1.37.,...'ii: u— " '' ( ') " 6 4' Oft.4., ‘3 '"* "'`""""r_' NIL Planning/Building/Public Works 4 l r < 'a° A - cr E sfm,A _ 0 fet..014n - 5 -- 1055 South Grady Way - Renton Washington 98055 co I-- OCT 0 1'9 8 0 2 9 tifarem - - * (LI Cf * ADDRESS SERVICE REQUESTED c fiv c: aw-4,ER ,• * • , . A. ,;0'• iticfno -6:4. MT . :::.. .-- BLoorei in o PgitzCermmercial Airplane G roup P.O. Box 370, #MS 2R-71 3aattle WA 98124-2207 • /- c366/ , I NO SUCH e.,:fr ---- 1 '''\ ---.:' , - -- ,---'-.1 ,,, _ yul i c: , r- - ADDRESS op a) , -, Itcii co , .z.. -" LIETURN T 0 SENDER • • • >C T11>i R ��1111E .:..........:...v....................................:..,::.:..::..........p.E�EL. .P... T<SER...I.CI~. ,. ::::::::::::.:::::. :ikis4:•i}:iii:is4;i•ii:{4}:4::9:::?:4:�'h::%•ii�?:}i:•ii:::4iii}i:4:�:>i:r^:Oii:i?;:i:::' w::::::;•.n....::.•iw:i:•i:•isL•:i•i:4ii}:•i'•%•ii:•:i:.i}?ii:4: .. .. :.......... •ii::ny:::::::::•;.•r,.: •: O • 1 � ���� :5: O SUR:ROUNDING P:ROER. W...::..:.......::...:....:::::::::::: :..::::::::::.................................................................................. ..................::::::•::.:.:.:::.::::::.:::.:...�::::•:.: .y...; ..y..:x::is'•:v:: .vv4i':v;;...1.:.....�••1 •w:::::.::::.�:•iiii:3:Li:::•:4i}:Ji::•ii:•:�:?i4:•i:i':�>:;i:;i:;i ii:;:is ii:}::i:ti:ii::i}i?:�M1:i>jij}ii`rjrj'+�ii:iiiiii:'iii`:i:i:•iii?ijii:i::Siiiiiii::},v;:y`::iii:.•• 1 PROJECT NAME: 4e1 4 ///47/ah /•••-g/4? APPLICATION NO: i LUA• 98• IS I 514-ii, V-t-t , 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 ASSESSOR'S PARCEL NUMBER S,EE ,4tt, WEV z •/sT Fi , • • . • • • it G� C? I! 6C _�'� '1612 • • I - C • •1-r l: • .. Q. ' ' (Attach additional sheets, if necessary) , P (Continued) NAME - ADDRESS ASSESSOR'S PARCEL NUMBER 1 . c Applicant Certification I, /for k if S/3ep>, , hereby certify that the above list(s) of adjacent property i (Print Name) owners and their addresses were obtained from: D City of Renton Technical Services Records p Title Company Records Kj g County Assessors Records 3 Signed_ i Date 9-2i-9,e (App ca t) 1 NOTARY `‘‘‘ttrllrrrrrri ATTESTED: Subscribedan. sworn before me, a Notary Public, in and f r the State /�", residing at S¢q �v�_ on the Zyday of . 1/aQ fore Signed /h � ' i• • U.Cil ` `. .c°' A"�N�% aRy 7`_ (Notary Public) = i ---®--- _ •v ............:. :........:.......................... ...:...................... tv..of.Renton::Us ;t.:;.;:.;>:::.;>::>: :.::;:. :.:.>:::;»:::::::<:>';:.�;.:% :.:%... ... .::: : :::: :::::::::::::::::::.:�::•:::: ::n:: :::v::::: :::::;.yw:::::::v::::. :.:v:::::::::::::::.:::::.:::::::.:::: :::. ..h } ............ ........::v..;;•w;;..•.;..::v:;;::•::i�•i::iv4}::;.:v:::ii:i::::i::4:?}i;?i::}rs ::::::fi:;:iii:;?ii:<:;?:.`::}>:::::r:i:::i::i':Ji::j':}}:+jj;:}•.} �y. ..H !:::::r:::;%;::::i i;:ri:iBelin:t�'.::;`.j:5::::>:t::is�:::i:;:::y:.:::'i.:i::i::::::::::•::i:::iij::i:::::5 `: :y :: : :Q::i::2: ; i.:::::: :: ::::::i: :i:::i::::::ii•::::::i::i::i::j:ti:i:'..... .�.� :.::::::::::::::'. : ::::::.;..:::::::..:.:�::::::::::::::. ........fit. ...... ## '` ......'iii i.? ` ......`' ? <' `:i..........i?:i. i`........i>.' `;'• .. :.�:.... i.::.: ..: .. !' hereb: certi ytha t>:n I :.;;:;:.��(��.....,� #4- fYt...e:. .ro .osed::: Irc . ::.::;:.:.�::. ....:.. .� 1? p. �pp.: :ation:were:::marled.:. :::::::::::: �::::�.c►t ::E m C.... .:::z:i::::::?: :»::»>::::::?>::::»;:«;:•:;•;:.;;:•;:•;:.::•;:.: a <:: h.l : :::>;�;::> ::: ;< >: :>:;;;::><>:<>:<;:::::::.:: :; .> .::::.:?...: ''`'.•; ::;..iiiyii� iiiii:> S" '>��''[< »���� >��'> '��<' ?�>'i`ii:>`?'` »<� .» ��''<<�>> >`<'' < ':ii '::iiii -.6. 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X 2110 LAND 539,600 0 .00 .00 GEN .00 .00 IMPS 8,560,400 SPEC .00 .00 TOIL 9, 100,000 FF .00 .00 L4C-::•7.::-:iiiiini4. :-.14..::: ::ArA.A.--..a ..::1 9.7 X 21 I c. .. . . . L AND ..:-.g-t....f... ..:.:5zD k•:o 0$ 72e/...9:..7 0 .....fj.-.;1::.;....6K.:.......:..J.. ..-RW994EN..1.....4 .* :: 0::...q. .....:: . 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".::::. -:-: .:SHATTUC#(::.SST- $e=6T.H .AVE TH S. .: - 89-50-45 W 30 FT TH N 00-13-00 W 280 FT TO PT OF BEG TH S 89-50-45 W 120 FT TH N 00-13-00 W 35.62 FT M/L TO SELY MGN OF TR OF LAND DEEDED TO C M & ST P RY TH NELY ALG SD MGN 126.50 FT M/L TO WLY MGN OF SHATTUCK ST TH S 00-13-00 E 77.12 FT M/L TO PT OF BEG 192305-9001-07 ACTIVE UNIVERSITY STREET PROPERTIE870153 RECEIPT NO 999999 556424 158090 525705 C/O GE CAPITAL PAYMENT DATE: 06/02/98 05/01/98 11/03/97 05/02/97 CUSTOMER NO. PO BOX 811097 PAYMT AMOUNT: 15,493.80- 116,757.51 122,921.31 122,921.31 .. . CH t CAG0 IL :::•.:.: ;.: - -. wee 1. .-.,Gt-S19O:-YEARS: : :.•.:.;.:•'.. i:9:8 -*98:;98 98-;:. -:<'.:s7.9'1'. 97`.::: x97: 97 Sr..::-,' ... • •.:..IN7'R PEN�cL,-E'1*-: - •. ::-:::::.• :. .::•:.:.•:. :., '.: ::.CHANGE+ ':000000::0:7:139$ NAMEIA00RESa . . ' LENDER: 0000 S-T-R: 192305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID • I. :... : 21# -:: :::' • : LAND :':2,324 E�OE3. .: :.:::' .:'; •68 :`:.. •. 23.;,5p.:.GEN. :•::-: :> :.: 00 00 • .. " • . -. TOTL 7,650,000 FF .00 .00 98 T 2110 LAND 2,324,000 0 1 6.68 83.50 GEN 101 , 172.24 101, 172.24 •;: ::: TOIL.;;;`:. ' 7,65fI;000 :::FF 0 •:`.00 97 T 2110 LAND 2,324,000 0 1 6.68 8.35 GEN 245,761.42 245,761.42 IMPS 15,326,000 SPEC 79.95 79.95 • ..:;r• ..;. . . ...TOTL . . .... ,'.tF1.6�O;bbE?. `�->:FK'.......'.-.•:. '•:.CiO-� -:- >- .:t?fi 96 T 2110 LAND 2,324,000 0 1 6.68 8.35 GEN 97,620.89 97,620.89 IMPS 4,589,000 SPEC 78.64 78.64 TOTL 6,913,000 FF .00 .00 • . . 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TH S 00-15-58 W 19.35 FT TH S 89-44-02 E 175 FT TO WLY MGN OF SR 515, TALBOT RD SOUTH, TH ALG WLY MGN OF TALBOT RD SOUTH S 02-36-57 W 410 FT TO INTSN WITH N MGN OF SOUTH RENTON VILLAGE PLACE, . ..„ 60.FT IN WIDTH, TH,ALGItNIrerillGIN5,..:_i„...: ;:...OFSUTH RENTON y.... 1 .49E i. ..9 _ i":::::..:.:.:::.:.:::aa::.::::: :::;:::: :.:;%::ci:..:;;:.:.:iii.:.:;:::;•:::.:;;:c:::•:::::::j•::.:::•::..".::g"..N:14.-414.r(74 •I6/e70..: .:1:::::rr:::..:qp:.::.:wi:.-:,:1.:;-:".::::•:-.'...LN..0P:•;:t.:_,A1‘20::- DEC-., ,„5., -....:it$:N:.:::::::::::5y?(..0:. .......:.... ..'.:::.: ..... ?:!.:.:00.i.:.R.;..E.....?R..:::.:E::I::..NG:::..-.:„..N7:::.;8 2......"...27 2...r.:::.!.....::;::!::::::;.! ,: •::::::.:::::::::.::::•::::::i::::::::::-::::::•:::.:::::::::i,:i.::;:::....::.:::.:-:::,:-i-s.:::.:.:.:•.:--:-::::.:.Ti-i:-A liq.••THE W.•LN .A:i..::0:ri!,-04-Op ..E - •. 429---.(7 1"1:f.1.:.!:!..- •'3-f..`,!:..::::::•:,-::::: :::•..:.-:::.. •.. ;.-... : .-..:::i:.• ..-.:T.:..:„.:::•..::-..-.::,.:...::. :::i::.:i: i::-..:•::::::•:........:...........-.. .-..:::::„::::::-...::::-::::::::::: :::•':.:-..:::' :::i...:..:•:.::.:::.i i:.:iii::-..::.:.:::-:•:::::::-:.:.::::.::.:::::.:::::.:-.......?.::i.::....::i-::::::::::::::i.::.:.:. ::*:::•:.:•::•:-.: •..-.. • -.-.- ..-,--....-:-. ...• , ,, _...„..-. . ...: . ,_ _ 1 192305-9070-03 ACTIVE ATLANTIC RICHFIELD COMPANY 873270 RECEIPT NO :„.........„.,06.5.6..1.06...0........:„,::. ,5641./046;...::.::::.:::.:.69/3.6i5714.037.1..:. .....05120504:/60671.::„:i:::::....:....... 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Y0 • 95 T 2110 LAND 490,000 0 .00 .00 GEN 6,789.06 6,789.06 IMPS ..;.CE3N 5 LEGAL DESCRIPTION S-T-R T-LOT • POR OF S 660 FT OF GL 1 LY W OF• JOHN F BENSON RD & N OF A LN BEG 1140 FT S OF NW COR OF SEC & BEARING N 89-32-41 E & SLY OF 200 FT P S P & L CO TRANS LN R/W LESS ST HWY - TCO 17-1621 202305-9026-05 ACTIVE STATE OF WASHINGTON 912777 RECEIPT NO 592831 85981 589160" 604666 DEPT OF TRANSPORTATION PAYMENT DATE: 04/30/98 04/18/97 05/06/96 05/10/95 CUSTOMER NO. MAIL STOP KF 01 PAYMT AMOUNT: 5.00 1.25 1.25 1.25 . • t?LYMP3A."wA ". . . •.: ."::" : ' •"'��5 4"�` :"018ra� ?5Art5;'"":.,::; . . ,":`,:�8 ':". ":" "��.": ::.. ": :•:";"�� ....:. . '. 9�"` '`: • ". INFRf PEN�ILFY:.: .•"::.;": "" ..•0l`IA1!t6i".'��>:tI06000::�t8�?:f 97. :".. R�xTAinifi: :":.. ....:. 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'::;:i.::. : -:;:.:' ''....;::::::-:.-:.::-:•]"- :aii:0::::.:..::":7"::::!:.::i:::.:::•if „IMPS '' ::./::.-:/:?:iz:g.::::...::...:' P.:'::i.."-g.:..:ii::...i:::5;i:ill::i '':5:::. :'''?:....:::i::::;".i.f; ::::::f'i:V2:'::::::" ::iii::::;: :(5]..?...::::40.0.Q::Pi::ea:5.•.':::i ii::": i::::. 0Cili0::.•Iii:::::: ::.?-1 2:i.00 00 93 X 2110 F LAND 19,000 0 .00 .00 GEN .00 .00 IMPS 0 SPEC .00 .00 42Q .30...... 6.ii'16 .-a* .:.. :.. F ..-.::-. 4ibdo..A.?.;. .. ?-il:. ..f. -c .-::.- ,....---:: ::::..00mvV.:- .: 5a061AWt--.41R :V IMPS 0 SPEC • .00 - .00 TOTL 14,000 FF .00 .00 :--••••::: )(:-:::r.•'...::::!..2.1 .::::.-.•::.•: ,-:::-..:::i:••;.r ....i ----:....-LAND.:ii •.::!..:• : 14';00 :::'(':::f: ::-. -- - - • - - :-::: --:-:-::.•• •:,:::.:::::.0.0. • •:::•::11:.::::::::::.:::?...:00:.. EN I-..-::::.ii.::.:.-:::;:i':?.:..;•:.:::/i::-...-::::::0C!.....:,:.::::::-Jf i:' --- ,...-:...00 -:-.-.6.7f-•:• IM's . .:-.-...:..-- . ...:.-.]:.:::•.. .. .:.....:.. :..... .. ..: SPEC 00 :::5. :::...:. : :- : --5, : roti , ,m1400 ::: : - . .: -:. .-: : . ...-:.::.... ::***-.;:s :::::: :: 00::: :.: ::: ::::::::: ::4 00. LEGAL DESCRIPTION S-T-R T-LOT BEG 200 FT E & 303 FT S OF NW COR OF GL 2 TH E 120 FT TH N 50 FT TH W 120 FT TH S 50 FT TO BEG LESS C/M RGTS LESS CO RD .'.....i-i].-::-.:..:,.:„...;:i:::':.::::W;::,:•-•• . :....::.::::,::::.:..i...:::-i:„::::::'•i:::i7... ...:•::::::.:i:?:•::':-: ::.•:::::-::*•:::.:':„*.:i••... ::M.:;-;:::::',::„..!:::::Rii:i:i::i':--„2:-.-•::•i,::.:::::::-..:::,:;.;•:••;i:i::':::..-. .;:-. ::::::]..zf..::::::is:sai::::•-•:.. . '•-•".:•••::•,...i::::i::::.:',.:::•::::f:::::11:•.':::::;:::.:.'•':.i':..'.': ::•:".Z:',.:::::.:::::::::i:1::i.:::::••:'. : .":i:..::. •-::::.:;":„.•„::'...:.'.. .-".•:.:•:::],.::':: ,.. ...„„.. ....,..:.. :::::::::::: ....,...„..... .. ::.„,....::..:":..:._„....... ..... ......, ... „..,.... .. ,.„ .. .,....„„........ ,. - . .. . „.. .. .. . • .. .,:....„....._. ...... . . ........ . ., „. - . . ...... • ... ..: •,..:•:,:„..:::.:• .....„-,•:•:„..:•••:.. •-•,...„. ••••••-:-:• „„:„. ..:,,,,....:••:„. .. •••,-,.... •,-. ••••• -.v.. . . . ....„ . „•... .. •• , • -.. ..- „,- „..-..--,„ - •• ,.,.., .. - •••••••• 202305-9028-03 ACTIVE PUGET SOUND ENERGY/ELEC 790503 RECEIPT NO : 558280 183381 218893 603571 PROPERTY TAX DEPT PAYMENT DATE: 05/01/98 05/01/97 05/01/96 05/02/95 CUSTOMER NO. PO BOX 90868 PAYMT AMOUNT: 5.00 1.25 1.25 1.25 :iii]ii.:•:?:::1>-::::...;::::::„:!••:::::•::.::::,:it.iA.P:;: :':.::::'jR:::;:::.::...• :::::-.?:,:::::!]:::::-.-... 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YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 99 0 2110 LAND 0 0 .00 .00 GEN .00 .00 ;....>'..:' .::{: • •;::`".:;::•:::>::<::' :»:?::;:E::..'::'TOTL'.: ::"::: :#9 <:;.......? ::.'FP :i f}:C ::::>: •E:.:::::i '3::;aiQ 98 0 2110 LAND 13,700 0 .00- .00 GEN .00 .00 IMPS 0 SPEC .00 .00 TOTL 13,700 • FF .00 .00 IMPS 0 SPEC .00 .00 TOIL 13,700 FF .00 .00 CONSV 1.25...... 1.25 4:6:• >'::-:.: t:':.:::::::..21;:fF}:'::::- >:::::: >:->. ::: :f.ANiD ":" :•::>:•":•:,:i::' 13::::704. :i>::>:<::' •:;;:-:'•• :":>. :::*0 ;::::::.::::.- -?:.:::: 3.9t3:<::.:: ":->::.:::>:1]..f.34:<1 Ei54'::;;:;>:::: :::::::: :::.-..--:..00-:.:-:::::--- :;-::::;::.:> ..,..00 TOTL 13,700 FF .00 .00 CONSV 1.25 1.25 x35.r:�:::;;'::::::::"Q''.::`'::'2-i":.Sf3-.:»`::.:: �<:>::....:: "-•::r>.';'-.::-'-.-:€:Af�tb::'.' 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' +00 LEGAL DESCRIPTION S-T-R T-LOT POR OF GL 1 LN NW 1/4 OF STR 20-23-05 LY WLY OF W MGN OF JOHN F BENSON CO RD SO & ELY OF E MGN OF PSH #1 & LY SLY OF S MGN OF PSP & L CO'S ..:. :. 2QQ:•:r�:::1�II7P.::SHEI.r�€,E;tOTJ:'tt#ANS:•;»: -�',�W�:E:ESS'.PSp:;:;&' L 00 .5•.:3�E1�E#'�i.t�z::s'::>::::.>:�..:N#3.;:4.>:,'CftAN'�::'•;L�3::>:L-ESS:"�fl�0:.::':" >':-;' . - :E:::::s>?::•::::'s'::: •'::::::':>:::> i:::: -. ::> ::.:::.. . : >:-.OE O.:.iPRtEr-BAAF3:ON E::.`::LTNI;,:OE •:•. `:.' - D :;.F BEN ON--.CO lei 25 44 4 `s.::::a9 4 ::i:i :F:TF'iti-OW:COR<•>©P D O•:::::":. 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M/L TO WLY LN OF CO RD # 80 TH NELY ALG SD WLY LN 505.95 FT TH S 89-32-41 W 219.91 FT M/L TO BEG LESS CO RD LESS ST HWY TCO 17-1620 . • 200 OC.i6':::130:41:4d6••••i:.:•'::AtTIVE:...]:::',iiiii:•%;::::1 k:.•tTAT-.E :DE:;::::WASI;11N0iON -'..:::.::•:::•:.1:::::•'.:::.6677 7:7:.::.:•i.Z:RECE I PrNa::•::: !.,••::..::::K...f::,:::.:I $72.:*:::.:::::.:::: - --- -::.:-::::::::: . :-• ,..::. -.:*.:- PAYMENT DATE: 03/22/95 CUSTOMER NO. PAYMT AMOUNT: 1.25 DISTRB YEARS: 95 • .. i:,.•:•.*•:'.:..:.:•••••: .::•.••:::iz: : '.. -..:-.2.:;-.-:„.;:.::::i';:ii'::'::'::::::•• :::::...:iii:J.:7.y::••:::::::„:„.%...-:.. ..:::::i::::::i::::-....:::.:•:':,::::.]: •.:::::.1.-... •.:•::::: ••:•:...::::::•.-:.. . „ I IttrR/.45 ENA).i.TY::::::.: ..in....Z:.....-..ii:i.:::::.-...i::::.:. .. :::]......!::Y.::.5.i::::.:..ii...".!1:::..:.:'::::'... ..:.--:!a...- ..,:::.-.....:.:::::::::::...:::: ..:...::.i::::,:i!:•:......:: ..... .::::.:::.... (HANG i i.:: • 90.090-37:7: Q97;5::i:•:i.' 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BELLEVUE WA 98005 PAYMT AMOUNT: 320.42 LENDER: 0000 S-T-R: 172305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED ' VALUE CERTIFIED ACRES DST ' ACRES BENEFIT BILLED PAIDITPS 0 SPEC 00 00 TOTL 17,900 FF .00 .00 98 T 2110 H LAND 17,900 0 .00 .00 GEN 236.73 118.37 IMPS 0 SPEC O LEGAL DESCRIPTION LOT UNIT NORTH BLOCK 536 WILLIAMS AVE S CONDOMINIUM PCT UND INT 50.00 257-4290.4(59ACTIVEOftiiW-FAVENUEWUTHMW=IMSOORKEIOTNOW,202.9WWMMZMW,H - CUSTOMER NO. BELLEVUE WA 98005 PAYMT AMOUNT: 320.42 • DISTRB YEARS: 98 INTR/PENALTY: 202.06 14.4NGE1W051g01. 000A9CW$5.0Rg40101/MP41.: affrr77TM9MOMMUTAjUWA7MnMM • . , . \. , _., :% % 1"'ISI'st) 1.J•1%•11-•V:•:•*:••••• :''::i*,:::*::]::.:08:42. t9g:•":.:;::;:i•%i;i:!:::::.15A0 5',':::,.:: •42:••",:: -i /:::::i--: .Rr313.:1:::•:.:';':.::...:'.: T949 I 1I:15i . k.IEVX:.:H. 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"• •" : : OfY: • 1 IMP5 97790 SPEC 00 LEGAL DESCRIPTION LOT ALL UNITS BLOCK WILLIAMS COURT CONDOMINIUM PCT OF VALUE ONE HUNDRED • . . ..:•.••••••.•:•::•••:•,•:•:•:•:•••:•:,,,,,,,,.:•:•••:•:,.....".„:•:„•:•:•••.•:„.•,:: •—.• . ••••••....••• ,..•:•:•:•:•••:-• •:, • :.•• :. . • X...., • •• w.• - - — -- , — i (SY 0 �vs1 Development Regulations ' + + Used For Project Mitigation: The proposal Is subject to the City's SEPA Ordinance,Zoning Code,Public ,A. Works Standards,UBC and UFC r /vrf." Proposed Mitigation Measures: The following Mitigation Measures will likely be Imposed on the proposed project. These recommended Mitigation NOTICE OF APPLICATION Measures address project impacts not covered by existing codes and regulations as cited above. 1. A Fire Mitigation Fee based on 5.52 a square foot of the building square footage will be required prior to the AND PROPOSED DETERMINATION OF Issuance of building permits. , .NON-SIGNIFICANCE-MITIGATED(DNS-M) 2. A Transportation Mitigation Fee,at a rate of$75.00 per each new average daily hip attributable to the project.The fee Is payable prior to the Issuance of the building permit. Comments on the above application must be submitted In writing to Mr.Peter Rosen,Project Manager,Development' Services Division,1055 South Grady Way,Renton,WA 88055,by 5:00 PM on October 15.1998. This matter Is also; DATE: October 01,1998 scheduled for a public hearing en November 24.1998 at 9:00 AM,Council Chambers,Seventh Floor.Renton City Hall„ 1055 South Grady Way,Renton.If you are Interested In attending the hearing,please contact the Development Services' Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted In, LAND USE NUMBER: LUA-98-151,SA-H,V-H,ECF writing by the date Indicated above,you may still appear at the hearing and present your comments on the proposal, before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record andl APPLICATION NAME: AUTONATION USA receive additional information by mail,contact Mr.Rosen at(425)430-7219.Anyone who submits written comments will . automatically become a party of record and will be notified of any decision on this project. PROJECT DESCRIPTION: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showraoMservice building,retail display parking for 5013 vehicles,129 parking stalls for vehicle service/storage,and 193 CONTACT PERSON: PETER ROSEN (425)430-7219 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy . would be demolished.The primary access drive onto the site would be off Talbot Road,with a gated emergency service PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION driveway on South Grady Way.There is a.84 acre Category 2 wetland in the southeast comer of the site which would not be directly Impacted by the proposal.A stream flows through a concrete channel on the east part of the site. The ' proposal Includes a variance request to construct the primary access drive within the required 25 foot stream buffer. PROJECT LOCATION: 915 South Grady Way OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental Impacts are unlikely to result from the proposed project. I Therefore,as permitted under the RCW 43.21 C.110,the City of Renton Is using the Optional DNS(M)process to give notice that a DNS-M Is likely to be Issued.Comment periods for the project and the proposed DNS-M are integrated Into a single comment period. There will be no comment period following the Issuance of the Threshold Determination of Non-Significance Mitigated(DNS-NI).A 14 day appeal period will follow the Issuance of the DNS-M. • B � PERMIT APPLICATION DATE: September 25,1998 PROJECT ' NOTICE OF COMPLETE APPLICATION: October 01,1998 ^ „ SRF t:�p�ti k .!!8 :.a Permits/Review Requested: Environmental Review,Site Plan Review,Variance,Building Penh,Right-of- '\ ®�, Way Use Permit '�.y_��I Other Permits which may be required:.NPDES Permit � 1 `li\\``� BENSON —aY .0S Requested Studies: �c, 1.A Traffic Study,Wetland Study and Geotechnical Report have been prepared. - • • � Location where application may rat7llellinnp be reviewed: , .Planning/Building/Public Works Division,Development Services Department, em -'1055 South Grady Way,Renton,WA 98055 ,t�ariiiiiklok, 72 PUBLIC HEARING: The date of Tuesday,November 24,1998,at 9:00 a.m.,has been set for a public hearing to review the above-referenced matter. The hearing,before Mr. pwFred Kaufman,Renton Hearing Examiner,will be held in the Council Chambers ■� �1 .11—..i..- 4 Willi Oon the seventh floor of City Hall,1055 South Grady Way,Renton,WA. •——•-- �—_ !e CONSISTENCY OVERVIEW: 111 Analytical process cy - Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or in their absence,comprehensive plan policies. RCW 38.70B.110(2)(g)provides that the Notice of Application(NOA) - Include a statement of the preliminary determination of a project's consistency with the type of land use,level of development,Infrastructure,and characler of development if one has been made at the time of notice.At a minimum, every NOA shall Include a determination of the project's consistency with the zoning,comprehensive plan and development regulations. Land Use: ' The zoning for the subject site is Commercial Arterial(CA)). The Comprehensive Plan designation Is Employment Area Commercial(EAC). The proposal is consistent with both Ore zoning and land use designation. Environmental Documents that Evaluate the Proposed Project: Environmental Checklist.Environmental information associated with Puget Energy Remedialion Project. • GENMALOT.DOC GENMALOT.DOC CERTIFICATION • • • I, hail YYI III II i-1 , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on 00bbcX' 2-, I VPT€ Signed: -h. EST: Subcribed and sworn before me, a Nortary Public,in the State of ATT Washington residing in , on the Sd� day of (cc�- / d5 ) • MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 , 6��Y Ovt) • 411:1*—A NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF .NON-SIGNIFICANCE-MITIGATED (DNS-M) • DATE: October 01,1998 • LAND USE NUMBER: LUA-98-151,SA-H,V-H,ECF APPLICATION NAME: AUTONATION USA PROJECT DESCRIPTION: Proposal for an auto sales facility consisting of a 53,200 sq. ft. showroom/service building,retail display parking for 506 vehicles, 129 parking stalls for vehicle service/storage,and 193 parking stalls for guests and employees. Three existing buildings on the site presently used by Puget Sound Energy would be demolished. The primary access drive onto the site would be off Talbot Road,with a gated emergency service driveway on South Grady Way. There Is a.84 acre Category 2 wetland in the southeast corner of the site which would not be directly impacted by the proposal. A stream flows through a concrete channel on the east part of the site. The proposal Includes a variance request to construct the primary access drive within the required 25 foot stream buffer. PROJECT LOCATION: 915 South Grady Way OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M): As the Lead Agency, the City of 5 V Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M) process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the Issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: September 25,1998 NOTICE OF COMPLETE APPLICATION: October 01,1998 Permits/Review Requested: Environmental Review,Site Plan Review,Variance,Building Permit,Right-of- Way Use Permit Other Permits which may be required: NPDES Permit Requested Studies: A Traffic Study,Wetland Study and Geotechnical Report have been prepared. Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 • • PUBLIC HEARING: The date of Tuesday, November 24, 1998, at 9:00 a.m., has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner,will be held In the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way,Renton,WA. CONSISTENCY OVERVIEW: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations, or in their absence, comprehensive plan policies. RCW 36.70B.110(2)(g) provides that the Notice.of Application (NOA) include a statement of the preliminary determination of a project's consistency with the type of land use, level of development,infrastructure,and character of development if one has been made at the time of notice. At a minimum, every NOA shall include a determination of the project's consistency with the zoning, comprehensive plan and development regulations. Land Use: The zoning for the subject site is Commercial Arterial(CA)). The Comprehensive Plan designation is Employment Area Commercial(EAC). The proposal is consistent with both the zoning and land use designation. Environmental Documents that Evaluate the Proposed Project: Environmental Checklist. Environmental information associated with Puget Energy Remediation Project. PG1.111A1/1T IMP Development Regulations • Used For Project Mitigation: The proposal Is subject to the City's SEPA Ord' nce,Zoning Code,Public Works Standards,UBC and UFC Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the propos;i project. These recommended Mitigation Measures address project impacts not covered by existing codes and re!•ations as cited above. 1. A Fire Mitigation Fee based on $.52 a square foot of the b •ding square footage will be required prior to the issuance of building permits. 2. A Transportation Mitigation Fee,at a rate of$75.00 per • ch new average daily trip attributable to the project. The fee is payable prior to the issuance of the building per , . Comments on the above application must be subm' ed in writing to Mr. Peter Rosen, Project Manager, Development S e--e-, Services Division, 1055 South Grady Way,Rento•,WA 98055, by 5:00 PM on October 15.1998. This matter is also scheduled for a public hearing on November 2•.1998 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are i• erested In attending the hearing,please contact the Development Services eBjDI� Division, (425)430-7282, to ensure that •e hearing has not been rescheduled. If comments cannot be submitted in l_ y� writing by the date indicated above, yo• may still appear at the hearing and present your comments on the proposal pS�"" before the Hearing Examiner. If yo have questions about this proposal, or wish to be made a party of record and t Q. V receive additional information by -d,contact Mr.Rosen at(425)430-7219. Anyone who submits written comments will 1A°t automatically become a party of cord and will be notified of any decision on this project. CONTACT PERSON: PETER ROSEN (425)430-7219 IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I • , r1 PROJECT ,, ,k_ sr E z,rrawi, Nati'iiir,,,,empu.., „Aum,-Amimmillimiirw-- 101. � � BENSO_�'fie ���i 7. •LOOT D : Nnf`.0 ® : V Vi ' ,i g .•L E R 1 f. ll 1111111 Igo IIII ...,.. : „Lit"' ______ ------"* .,,, _____A p si 1 r I 1 Development Regulations ' Used For Project Mitigation: The proposal is subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,UBC and UFC Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. 1. A Fire Mitigation Fee based on $.52 a square foot of the building square footage will be required prior to the 1 issuance of building permits. 2. A Transportation Mitigation Fee,at a rate of$75.00 per each new average daily trip attributable to the project. The fee is payable prior to the issuance of the building permit. Comments on the above application must be submitted in writing to Mr. Peter Rosen, Project Manager, Development Services Division;1055 South Grady•Way,`Renton,'WA 98055, by'5:00 PM•on'October.15, 1998. This matter is also' 'scheduled fora public hearing on December 01.1998 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, i 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing'and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and _ receive additional information by mail,contact Mr.Rosen at(425)430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: PETER ROSEN (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION II I o. CP . � PROJECT �-, 1 H�,ia�ar�un pppo- � P '1,III II Ayr S • "i1 .1to, 1 Ertl �.1 P 4,'4,..,'. .D NI .., N r,. .. BENSON''D S ..u1 ,. „ . 1,'"' . ,,,,„,, • ramenow ,s, ,. e �axroN 0 ® - " ��" g " • �.....,ANT` Fn. g N a n . `J �' O0.VIt Ks, I, ' 5**" " \ I[ •119,oAr S ■� ,rtP Pqi �` ■ \*2111111111111°11111:430 C.Irlrra t.f _ IIIIall—CVALLIIIIF . J { I f P P I •t 11 GENMALOT.DOC ' .,, y ,_ CITY 'CIF RENTON v>r mu.If`:Y Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • September 30, 1998 • Mr. Mark Steepy, P.E. KPFF Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, WA 98101 SUBJECT: Autonation USA Project No. LUA-98-151,SA-H,V-H,ECF Dear Mr. Steepy: The Development Planning, Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on October 27, 1998.: Prior to that review,you will be notified if any additional information is required to continue processing your application. The date of Tuesday, November 24, :1998, at:9:00 a.m., has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, • Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at (425)430-7219, if you have any questions. Sincerely, 62j1-4-/N. Peter Rosen Project Manager cc: Puget Western, Inc./Owners • • ACCPTLTR.Doc 1055 South Grady Way-Renton. Washington 98055 111111 Consulting Engineers September 24, 1998 Mr. Peter Rosen, Senior Planner City of Renton Development Services 1055 S. Grady Way Renton, WA 98055 Subject: AutoNation USA- Renton, WA Preapplication File No. 98-58 c. Dear Mr.(Rosen Attached please find the required submittal documents for site plan approval for the subject project. These documents have been compiled in accordance with the City's submittal requirements checklist and have also been informally reviewed by senior planner, Jennifer Henning. In addition to the required documents, we have also provided additional information regarding the operation of AutoNation USA facilities and other documentation to assist the City staff in their review and approval of the project. As part of this project, we are also requesting a variance from the City's wetland and stream buffer requirements, and are asking for a waiver from the City's requirements for frontage improvements along Benson Road S. Attached with this submittal, please find the appropriate documents for these requests. Mr. Rosen, we appreciate the efforts of your staff in helping KPFF submit this package. We look forward to working with you and your staff on making this a successful project. If there is anything further we can provide the City in assisting in this review, please call to discuss. Sincerely, 04/1/1 -----#71'f;Appo t,rt • Mark R. Steepy, PE nn�,J 1V .< Project Engineer MRS:mrs:cjs LYr)� Attachments 'a�' cc: Pat Donnelley, Staubach Retail Services 98244.3 ' 1201 Third Avenue, Suite 900 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix • c.„ ••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••—••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • ••••••••••• ••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••--•—•• ••.• ••••••••••••••••••••••••••••••:.•• •••....••••••••••••••••••••••••••••• • •••••••• ••••••••••••••• ••••••••.....• DEVELOPMENT SERVICES DIVISION "••••••""••••-•-•"••""••-•••••••••••••• "" • •"••• .......................................................................... ....... ...........................................•••••••••......•......••••••••• . ....... . MASTER.... ..... ..... ..... TION ................... . .PROJECT . _ . INFOPROPERTY OWNER(S) R MAT,' Note ff there is more than one ega1 owner please attach ar addiionaI PROJECT OR DEVELOPMENT NAME: AUTO NATION.' -US A NAME: 'F4141iRhff f)-1. f() c • r• •' = - • ' • -- • PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: •-•,,!".....-1..?„,t tkoe,4 \ PK S -a4741-01..6F m --•-rweers‘ rzp,ipj AgD TAtsost TA4135. 3 1 5 S • 4R6..c>=3 \4(1,3 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: • 14/1/1 ZIP: "'12.1.;-')/12Y/8/I • P;TnacC.4-16:-.1. ,SitE6-1- s 13 OD YP TELEPHONE NUMBER: 0' ••• EXISTING LAND USE(S): '" _14'0 C-C4'•• ' /1/4•40c11•11-6N( tc CG1=iNc-1 c—Ci:i APPUCANT (if other than owner) PROPOSED LAND USES: • NOE5t -P"Vi L- CNC, C..titi NAME: - • ( • GJO COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Cr.) 4 HI /7-0/0/r-71 0 c,..,•\ e. Co terv.pgv.e.(C,% ttk ADDRESS: re- - • e) / 700 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: „._4( pil[E ZIP: EXISTING ZONING: co 4 r— " \-o-z ••C ` TELEPHONE NUMBER: -4'C-0 - :V,!? _211 I 1 PROPOSED ZONING_ (if applicable): CONTACT PERSON SITE AREA (SQ. FT. OR ACREAGE): •• NA•ME;:j-,..:11%.1Ative.•‘.;;s_itt r ZI Ac„ LyE.v.t.-..:Lor FENT PI./ " I • 1-11' OF C.,OmF,ANY•0 PROJECT VALUE: SIF_P 2 r"r— L.) ADDRESI/ ZO Ak\/&-Ni()-t , so ITE- Boo IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No • CITY: ZIP: • • ) Le-. Wf5t 98 it,' IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? tng- k,6 • FC.' •,1:2." TELEPHONE NUMBER: (20()) 6 2Z— 1 , << >._ii`ar'te '"fteet if n::<:ce:<=sa > > < < <::::>:::<�::>:<:::::::::::::»::::»:::�:::<:::::::�:> ::. . ; :Ire::: : IRTIO.III:CJF<:P.RaPERTY€:°Attadh...� �t ..s. . t. ..��.c�s r... ... ......... ......... & E ATA'L+-I�D. ' <'>::<€:::TYPE:::i0p P:PLI'CATIO1V::EefEE i::':>:::::< i ii i i >i<i::: ; < ''<`":>:'::�> :::'<:::'><> `< i :.;::;::::<::>:<:>::>:::<�::>::>::»>:::<:>::>::>::>:::>;::<:::>: . staf�.::w>Iltd erm�n: ::>fe:es...........:� ?<: »:�<>>�:>:<:<�>><>::::::;�::<:::>:::>:::::;::;:::;;:;:::;:::;:::.::::»::>::CH`e`��1c'::'all:a... rcat(on.;: es.::: a ;a .... ::...:.....::.:..............PP.. , ...... .. :GYP.:.::..:.....:.::::::.:PP..Y..........�Y.:::. ... . :. .:,.,..:. . .:.. ,::::.::::..::: ,:::: :.:,:.,.,,,,....::..,:.......:.:.:.. • .. ANNEXATION • I $ SUBDIVISION: _ COMP. PLAN AMENDMENT I' $ _REZONE $ _LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT � $ _TEMPORARY PERMIT $ _TENTATIVE PLAT $ , CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ ITE PLAN APPROVAL $ .B-t9i "� _ FINAL PLAT $ GRADE & FILL PERMIT • . $ ' • (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ j ARIANCE $ bO_ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL . _WETLAND PERMIT •1 $ — • ROUTINE VEGETATION I - . MOBILE HOME PARKS: $ MANAGEMENT PERMIT , 0 $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ 0 — CONDITIONAL USE $ . _VARIANCE 1 $ // — EXEMPTION $No Charge �_ ENVIRONMENTAL REVIEW $ 5D7,, REVISION $ I, (Print Name) (k• ' , ,I declare that I am(please check one)_the owner of the property involved in this application, �e authorized representative o actor t e roperty 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. • `00_ 1I1///��// 1 u5,_� wzt.'-e 4 r c, . ,��'c 4. ERi ��0 ATTEST: Subscrib d worn to before.ri t* for a —d residing at ,♦e:F '+4e+•�7i♦♦ (Name of Owner/Representative) , on the� ay 4 OTARp G� 19V .. ,( ., � r = PURL �G (Signature of Owner/Representative) ` Y. / may` 9��'..•• 14'!tr.' % (Signature of Notary Public) ///`-/ 11`��� } ::T<::rs ectio ::o be omp:ete`,::bt'Of f``Sta�f:�'� :< >»<<';'':: .i. € i i i_ i illi giMi ::>°�::`.:'.:::�:'<;':::::::;:::::::�:;:::::.:::�:°::�::�:::°::;:: :: :�:•�;::':;°::;';�::';:`;:`:;:�'....f..h)s..s.e. . . n..to.b.e..� .m I. ...d.. . ... .. ... �t........... >::•".:">:::%:::>::>GIt:"• i••:;;IVu r berg:•:- :.;:>:;:>•• ::::r,::»::<.: :::>:::• :::>::>::::>A:-:;. . ..:;:::::::13.5 >:<:CAS=: .:::::.;GA....U:..:: ?A....CI .A.:..::C. ..H.:,. >:>:::>::>::>::>::>::>;::>::>MH.P:»»:i,:!'.UC�»::>:::FP<:fl:P:::R::::>::::R�IMP::>::> ..A ...�a.H ...SH.PL..A.....S.H...[...N.....S.P.....SM.....Sf17lE.....TP..........A........,. .. . . .. ...... ............. :::..:...........TOTAL.FEES.::::.:: .:��,/_. . :.�::.:::.::::::::.:::::::::::Tal'AL.:h.O.STAGE.:.PRO.u3.n.El�..:.::.::$::: :::.:.::::... .:.:::::.::::::::::::::::::::::::::::.;:.;:..::.:::::::. MASTERAP.DOC REVISED 8/97 0.� ` .s 3� fix . !. LUA 98-033 CITY OF RENTON Application No. DEPT. OF NEIGHBORHOODS CERTIFICATION AND TRANSFER AND STATEGIC PLANNING OF APPLICANT STATUS 200 Mill.Avenue South Renton,WA 98055 I,Jim Eldredge,hereby certify that Puget Sound Energy,Inc. is the owner of the property which is the !' subject of this application for permit or approval. I certify that I am authorized to make this certification and transfer any and all rights we have to apply for this permit or approval to Puget Western,Inc.,a Washington corporation,a wholly owned subsidiary of the owner. I therefore certify that Puget Western,Inc., a Washington corporation is the"applicant"for this permit or approval and shall remain the"applicant"for the duration of this permit or approval unless"applicant" status is transferred in writing on a form provided by the city of Renton. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Puget Sound Energy,Inc. By: I Date Signed: March /42, 1998 Its: Cr/oiler/Secretary (Signature of Owner) ,hereby certify that I am the"applicant"for this permit or approval. f' I shall remain the"applicant" for the duration of this permit or approval unless"applicant" status is transferred in writing on a form provided by the city of Renton. My address is: OR I, Robert B. Boyd,hereby certify that I am an authorized agent of Puget Western, Inc., a Washington corporation, a corporation authorized to do business in the State of Washington and that this business association is the"applicant"for this permit or approval. This association shall remain the"applicant" for the duration of this permit or approval unless"applicant"status is transferred in writing on a form provided by this department. The address of this business association is: 19515 North Creek Parkway, Suite 310, Bothell, WA 98011. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. . Puget Western, Inc. By: AZ,4° Date Signed: March /9 , 1998 Its: President (Signature of Applicant) NOTICE TO APPLICANTS: by law,this department returns all engineering and other plans to the applicant. If,however,you wish to authorize the department to return engineering and other plans directly to the engineer,architect or other consultant for the limited purpose of making corrections,please designate below: , \JI 0 I authorize this department to return plans directly to my consultant(s)for the limited purpose of making corrections,as designated on the back of this form. i ` \ I KING COUNTY ASSESSOR'S ACCOUNT NUMBERS 1) 972500-0751-06 2) 172305-9072-03 3) 192305-9091-08 4) 202305-9006-09 5) 202305-9007-08 6) 202305-9008-07 7) 202305-9037-02 8) 202305-9050-04 9) 202305-9146-00 10) 202305-9028-03 11) 915460-0010-00 12) 192305-9090-09 • II II • First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800 Seattle, Washington 98121 (206)728-0400 / Fax (206)448-6248 Toll Free 1-800-826-7718 Order No. 380714-5K REF: NONE COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE: (206) 615-3257 COMMERCIAL TITLE OFFICER: KATHERINE I. LEICHT PHONE: (206) 728.7234 COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE: (206) 728-7229 FAX NO.: (206) 448 16248 SCHEDULE A 1. Effective date: May 20, 1998 at 7:30 A.M. 2. Owners proposed insured: AUTOMATION USA CORPORATION, A FLORIDA CORPORATION 3. Policy/policies to be issued: Amount Premium Tax Standard Owner's Coverage TO FOLLOW 4. A fee simple interest in the land described in this commitment is vested, at the Commitment date in: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION, FORMERLY PUGET SOUND POWER AND LIGHT COMPANY 5. The land referred to in this commitment is described in Schedule A-2. 6. ABBREVIATED LEGAL DESCRIPTION: Section 17 Township 23N Range 5E SW Quarter SW Quarter; Section 19 Township 23N Range 5E E Half NE Quarter; Gov't Lot 1 Section 20 Township 23N Range 5E NW Quarter; and Blocks 1-2, WALSWORTH'S 1ST ADD. Vol. 6, P. 23. 7. Tax Account No(s). 972500-0751-06, 172305-9072-03, 192305-9091-08, 202305-9006-09, 202305-9007-08, 202305-9008-07, 202305-9037-02, 202305-9050-04, 202305-9146-00, 202305-9028-03, 915460-0010-00 & 192305-9090-09 Page 2 • SCHEDULE A2 Order No. 380714-5K DESCRIPTION: PARCEL A: THAT PORTION OF GOVERNMENT LOT 10 IN THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 445.3 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 17; THENCE NORTH 150 FEET; THENCE WEST 57.3 FEET; THENCE NORTH TO THE SOUTHERLY LINE OF SOUTH GRADY WAY; THENCE SOUTHWESTERLY ALONG SAID ROAD TO THE SOUTH LINE OF . SAID SOUTHWEST QUARTER; THENCE EAST TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING. SOUTHERLY OF THE SOUTH LINE OF WALSWORTH'S FIRST ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 23, RECORDS OF KING COUNTY, WASHINGTON, AND EASTERLY OF THE EASTERLY LINE OF TALBOT ROAD SOUTH. PARCEL C: THAT PORTION OF GOVERNMENT LOT 10, SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 1, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTH LINE OF SAID GOVERNMENT LOT 1 AT A POINT 528.00 FEET WEST OF THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH; 53.00 FEET; (CONTINUED) Page 3 • DESCRIPTION CONT. ORDER NO. 380714 THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 10, A DISTANCE OF 232.46 FEET, MORE OR LESS, TO THE EAST LINE OF A TRACT OF LAND DEEDED TO PUGET SOUND TRACTION, LIGHT AND POWER COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 817107, WHICH LINE IS PARALLEL WITH AND 445.30 FEET EAST OF THE WEST LINE OF SAID SECTIONS 17 AND 20; THENCE SOUTH ALONG SAID EAST LINE 313 FEET, MORE OR LI"S, TO THE NORTH LINE OF A TRACT OF LAND DEEDED TO RENTON CO- OPERATIVE COAL COMPANY BY DEED RECORDED DECEMBER 26, 1900 UNDER KING COUNTY RECORDING NO. 200930; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE EAST 528.00 FEET OF SAID GOVERNMENT LOT 1; THENCE NORTH ALONG SAID WEST LINE 260 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT PORTION THEREOF LYING WITHIN MAIN AVENUE SOUTH . (BENSON ROAD SOUTH) AS DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 2827715. PARCEL D: THAT PORTION OF GOVERNMENT LOTS 1 AND 2, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON LYING WESTERLY AND NORTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING NOS. 5732439 AND 4924770; EXCEPT ANY PORTION THEREOF LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF GOVERNMENT LOT 10, SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 1, SAID SECTION 20, DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTH LIEN OF SAID GOVERNMENT LOT 1 AT A POINT 528.00 FEET WEST OF THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH 53.00 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 10, A DISTANCE OF 232.46 FEET, MORE OR LESS, TO THE EAST LINE OF A TRACT OF LAND DEEDED TO PUGET SOUND TRACTION, LIGHT AND POWER COMPANY BY DEED RECORDED UNDER (CONTINUED) Page 4 I DESCRIPTION CONT. ORDER NO. 380714 KING COUNTY RECORDING NO. 817107, WHICH LINE IS PARALLEL WITH AND 445.30 FEET EAST F THE WEST LINE OF SAID SECTIONS 17 AND 20; THENCE SOUTH ALONG SAID EAST LINE 313 FEET, MORE OR LESS, TO THE NORTH LINE OF A TRACT OF LAND DEEDED TO RENTON CO- OPERATIVE COAL COMPANY BY DEED RECORDED DECEMBER 26, 1908 UNDER KING COUNTY RECORDING NO. 200930; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE EAST 528.00 FEET OF SAID GOVERNMENT LOT 1; THENCE NORTH ALONG SAID WEST LINE 260 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; ALSO EXCEPT PORTIONS THEREOF LYING WITHIN BENSON ROAD SOUTH AND SOUTH GRADY WAY; AND EXCEPT PORTION THEREOF LYING EASTERLY OF BENSON ROAD SOUTH. PARCEL E: THOSE PORTIONS OF BLOCKS 1 AND 2, INCLUDING THE UNNUMBERED TRACTS ADJOINING THE LOTS IN BLOCK 1, WALSWORTH'S.FIRST ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 23, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHERLY OF SOUTH GRADY WAY AND NORTHEASTERLY OF TALBOT ROAD SOUTH; I I TOGETHER WITH THOSE PORTIONS OF BURNETT AVENUE SOUTH AND ; SOUTH 8TH AVENUE VACATED BY CITY OF RENTON ORDINANCE NO. 2850, WHICH ATTACHED THERETO BY OPERATION OF LAW. PARCEL F: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF TALBOT ROAD SOUTH AND LYING NORTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 5754046. (CONTINUED) Page 5 DESCRIPTION CONT. ORDER NO. 330714 PARCEL G: THAT PORTION OF GOVERNMENT LOT 1, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING 1 WESTERLY AND NORTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED 1 I UNDER RECORDING NUMBERS 5732439 AND.4924770; EXCEPT PORTION THEREOF LYING WESTERLY OF THE EASTERLY MARGIN OF BENSON ROAD SOUTH; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE FOLLOWING: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF THE JOHN F. BENSON COUNTY ROAD (BENSON ROAD SOUTH) WHICH IS SOUTH 25°44'34" EAST 934.11 FEET FROM THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 1; THENCE SOUTH 0°38' WEST 369.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0°38' WEST 109.14 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH 88°55' WEST 183.03 FEET TO THE EASTERLY MARGIN OF SAID JOHN F. BENSON COUNTY ROAD; THENCE NORTHEASTERLY ALONG SAID ROAD, 113.23 FEET; THENCE NORTH 88°55' EAST 157.24 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. _ I � I I ' Page 6 AUTONATION USA Renton, WA PROJECT NARRATIVE The proposed AutoNation USA facility will be located at the intersection of S. Grady Way and Talbot Road S. The site encompasses an area of 20.19 acres; however, the developed site only consists of 12.07 acres. Currently, the site is utilized by Puget Sound Energy as a storage/maintenance yard for electrical and natural gas service. A steep slope, unnamed stream and a wetland all exist on the property, but outside of the developed site. The slope, stream and wetland will all remain untouched by this project. Puget Sound Energy is moving their facility to a different location. The existing three buildings on-site will be demolished and one showroom/service building will be constructed. The City of Renton will purchase approximately 1.2 acres of the northern portion of the site for future parking. The plans reflect the proposed lot line adjustment. The attached AutoNation USA Automobile Sales & Service Facility description describes in detail the proposed use of the property. Y (;> <> r \ O, ,�� %A AUTONATION, USA AUTOMOBILE SALES & SERVICE FACILITY SOUTH SEATTLE (RENTON),WASHINGTON Company Background Republic Industries is this nation's largest automobile retail sales operation specializing in new and pre-owned cars. Today they own more than 364 new dealerships throughout the country and are continuing to move forward to aggressively consolidate a fragmented market. In the used car field, they have branded AutoNation, USA, a retail concept offering consumers a departure from the traditional experience associated with the purchase of an automobile. The current state of the car industry is represented by a fragmented group of independent dealers which often offer inconsistent service, presentation, and assortment of products. AutoNation is focused on developing a new concept for the industry, which offers consumers a huge selection of pre-owned vehicles. Customers are offered no-haggle fair prices on this selection, each with a comprehensive warranty and money back guarantee. At a time when new car prices are increasing and family purchasing power is decreasing, AutoNation, USA has created this new concept for an emerging and demanding market. Project Description I ' Each AutoNation, USA facility will provide for the display of 500 vehicles ranging from one (1)to nine (9)years of age surrounding a main showroom facility. The site will also include a vehicle service center capable of providing basic services including diagnostics, oil and lube, and vehicle detailing. The facility will employ approximately eighty (80)to one hundred (100) personnel. These men and women will be highly skilled employees and professionally trained with an emphasis on personal service. AutoNation, USA will offer amenity packages to customers, including service, warranties, insurance and a complete guarantee if a customer is not satisfied. Most employees will be full time and hired from the local area. In each facility, AutoNation, USA will create a setting, which will provide a high quality site and facility design standards including planning, architecture, signage and graphics, lighting, and landscaped open space. This facility will utilize a "user friendly" technology system to provide the consumer with up-to-date information on displayed vehicles in terms of pricing, specifications, vehicle backgrounds, etc. AutoNation, USA will implement the highest quality vehicle standards and all vehicles will pass a stringent reconditioning check prior to being purchased and considered for display. The overall facility design concept is to create an atmosphere, which enhances the retail experience of purchasing a vehicle. ' I 11. Efforts are given to clearly identify the walkways from the guest parking area to the showroom, and from the showroom to the automobile display areas. Easily accessible guest parking is designed to be separated from the main display and roadway entrance, and orientated to allow the customer direct access to the showroom. Landscaping throughout the site will include native plant materials and groupings of trees and plants throughout the site to shade and provide visual impact. The use of fabric and steel tensile structures and paving materials at the porte cochere building entrances, will also create special interest to the showroom design itself which consists of a light color precast concrete skin with color accents. The main entry drive with full turning movements and distinctive entry signage, clearly directs potential customers to the showroom building and into the guest parking area which has ample parking in compliance with all parking lot design criteria. Appropriate handicap accessibility is provided to all buildings, which are clearly marked and easily accessible from the entry drive and customer parking areas. The architectural treatment of the building including primary signage, is consistent with the prototype developed for AutoNation, USA and built nationwide. Well defined building entry areas at which customers drop off passengers, enter the building, or pick up vehicles for test-drives are easily identified. The design of the showroom works directly to enhance AutoNation's sales program, which includes unparalleled customer service in a friendly, open environment offering one-price, no-haggle, no-pressure sales. Other innovative plans include: on-site computer kiosks which help customers locate and identify features of cars at the store, and a staffed childcare facility in the showroom to allow families casual shopping. Adjacent to the Showroom is the vehicle display area. Customers are not permitted to drive vehicles within this area and access is controlled via automatic card scanning gates. The vehicles are displayed in organized rows with ample aisle ways for employees to drive vehicles to one of the porte cocheres along the showroom building, where potential purchasers may test drive the vehicle. Customers are also easily directed to the service center located adjacent to the Showroom. The Service Center provides light automobile service, maintenance activities, as well as, houses the offices for a rental car operation for customers. The service center includes indoor spaces to accommodate vehicle servicing and detailing with limited outdoor access, concealed by overhead doors with high tech glass windows. Behind the service center, an outdoor vehicle staging area will be organized and neat, and will be screened from surrounding areas as needed. Ample room is provided for car carrier trucks and for off-loading activities. The entire site including: the showroom/service building, guest and employee parking areas, and display and vehicle staging areas, works together as a complete architectural design using formal roadway alignments, multiple landscape areas, specialty lighting, an organized and unique signage package, and overall atmosphere of fun based on the quality product in a hassle free shopping environment. ' I Igo , AUTONATION USA Renton, WA CONSTRUCTION MITIGATION DESCRIPTION The construction of the proposed facility will last for approximately 8 months beginning in February 1999 (upon receipt of permits) and ending in August of the same year. The selected contractor will operate during daylight hours (estimate 7 a.m. to 4 p.m.). The location of imported fill material has not yet been determined as a contractor selection process has yet to begin. However, the fill will meet WSDOT standard specifications for structural fill. KPFF will prepare a temporary sedimentation/erosion control plan to minimize dust and erosion. Standard King County temporary erosion and sedimentation control (TESC) measures will be utilized. Typical construction practice will also be utilized to minimize traffic and noise during construction. The contractor will coordinate with City officials on all of these issues. The attached construction sequence will be added to the plans and is submitted for City review. c) , 4.5.) co<0 <-.\\ CONSTRUCTION SEQUENCE 1) The contractor shall arrange for a preconstruction conference. The Contractor, Engineer, City' plan reviewer and inspector and the owner shall attend the preconstruction meeting. A 24-hour notice is required prior to start of construction 2) Contractor to obtain all necessary permits for removal and demolition of existing buildings and underground utilities on site. Contractor shall remove all existing buildings on site, and remove all underground utilities shown on the demolition plan. All debris shall be taken and dumped at a legal dump site. 3) Contractor to obtain all necessary permits and approved plans prior to start of work on-site or within the right-of-way. 4) All trees and areas to be cleared shall be clearly flagged and walked in the field with the contractor and the engineer prior to start of clearing* 5) All necessary erosion control measures shall be implemented prior to start of land clearing/altering. 6) Over excavate 18-inches of existing pavement and subgrade. Dispose of material in a legal dump site 7) Rough grade site per approved site plan. 8) Construct storm drainage, sanitary sewer and water systems per approved site plan. 9) Complete grading and pave site. 10) Install planting per landscape plans. 11) Provide record drawings. 12) Remove erosion control measures after site has stabilized and approved by the City of Renton. 1 � ' II � I it it r r^ AUTOMATION USA Renton, WA i I VARIANCE REQUEST II This variance request is to construct a 24-foot wide access road with curb, gutter and landscaping within the required 25-foot stream buffer (see attached Exhibit A). The stream, as identified in Pentec Environmental's Wetland Delineation Report, is an unnamed tributary to Rolling Hills Creek. It is located at the toe of slope below Benson Road S. in a 4-foot wide by 3-foot deep concrete channel within the existing Puget Sound Energy (PSE) maintenance/storage yard. This rectangular concrete channel was constructed in the early 1970s to convey off-site storm runoff through the site and into a culvert underneath Talbot Road. Immediately adjacent to the channel on the north and west sides is existing asphalt pavement and compacted gravel used by PSE as a storage yard. For the past 30 years, the property owners have utilized the entire buffer area up to the edge of the channel for storage and other on-site uses. Per City of Renton regulations, a 25-foot stream buffer is required prohibiting the removal of existing vegetation. The entire buffer surface area is currently asphalt pavement and compacted gravel without any trees or underbrush. AutoNation USA proposes to construct an access road through portions of the buffer, with maximum improvements extending no further than 6 feet into the buffer. At all other locations along the access road, including the area adjacent to the wetland buffer, the 25-foot buffer is met. The entire buffer area along the length of the concrete channel will be bermed and landscaped with native vegetation to screen and protect the concrete channel and stream. By reducing the buffer width, the applicant will be able to provide the required parking spaces for guests and employees, as well as the required biofiltration swales for water quality. The applicant will provide landscaping within the buffer, thus enhancing_an area that was once paved. This reduction in buffer width will not be detrimental to the public, since currently there is no buffer. The proposed landscape improvements adjacent to this stream will be a benefit for the overall environment and community. DEVELOP _ �1CPJT ,p.�p, ��-, CITY OF PCNTbi': 1f NG SEP 2 ,5 1998• RE EIIVE AUTONATION USA Renton, WA WETLAND BUFFER AVERAGING This project will encroach upon the 50-foot wetland buffer as required by City of Renton code. The wetland border to the north and west is fixed, and cannot move as a result of the existing concrete channel conveying the stream through the site. The City of Renton code does allow development within the buffer up to 25 feet by utilizing wetland buffer averaging. Wetland buffer averaging can be used for this project as the entire area between the wetland and Benson Road S. to the east is undevelopable. This area is much larger than the area within the 50-foot buffer to the west of the channel we are proposing to use for the project. Our site plan indicates the wetland location, the 25-foot buffer line and the entire area to the east of the wetland used for the additional buffer area. If additional information or calculations are required to ensure we are meeting City code, please call. i I � III A nor o.m PLOT�:oC MTu e..m id a.let Of + PPP—SS—TTTT 0110010 CM AUTONATION USA �•• alc: RENTON, WASHINGTON .... °•'� DARN ' ti..m 011101 °� wr�ras-1 Plonning/Bundtng/Publlc Werke Dept mast Greggimmerman P.E.,Administrator +' u I NO. REVISION BY DATE APPR •M egg EXHIBIT A "' 03 1 Z< �• '• ca.. o \\. mam Z.a , \\, z{Z • � � \ = umi G7 \ rn ,,E _ cg ›- 6. \\\••••• ,,\ • \ ...........\••\\ \ . 0 II --1 \ \ oq 0 ,, ^ R l J 1} 8yc F it F ' D o � MATCHLINE SEE ABOVE .-.--' ,r \ \, 'Q :::'' • — ___ s ?, $.---"4. 3` .....1/ / '''-•• . 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Name of applicant: KPFF Consulting Engineers, Inc., for Staubach Retail Service and AutoNation USA 3 . Address and phone number of applicant and contact person: Staubach Retail Services KPFF Consulting Engineers 2030 Main Street, Suite 350 1201 Third Avenue, Suite 900 Irvine, CA 92614 Seattle, WA 98101 Contact: Pat Donnelly Contact: Mark Steepy, PE• (714) 756-6400 (206) 622-5822 4 . Date checklist prepared: August 5, 1998 5 . Agency requesting checklist : City of Renton Development Services 6. Proposed timing or schedule (including phasing, if applicable) : Improvements and perimeter landscaping will start as soon as approvals are received. Construction will occur in one phase with a duration of approximately 8 months. 7 . Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. L j - FO' r(Z', „ ENVIRONMENTAL CHECKLIST - PAGE 1 8 . Lisa anyenvironmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Kleinfelder has prepared a Draft Geotechnical Investigation Report for the project, dated August 26, 1998, and is included as part of the Site Plan Review Application Package. Pentec Environmental has prepared a Wetlands Report for the wetlands located on-site. The report, dated September 9, 1998, is included as part of the Site Plan Review Application Package. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting ther property covered by your proposal? If yes, explain. Yes, currently the site is in the process of soil remediation by the current property owner. The site is also in the process of a rezone by the current owner from CO 4 and lH zones to a CA zone. 10 . List any governmental approvals or permits that will be needed for your proposal, if known. Site Plan Review Commercial Building Permit Right-of-Way Use Permit !ODES Permit Fire Sprinkler Permit PW Construction Permits Sign Permits 11 . Give a 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. The proposal includes: Remove existing underground utilities and relocate overhead powerlines. Demolish existing structures, construct on-site utilities, landscape berms along Talbot Road S. and S. Grady Way, regrade site, and construct an automobile retail dealership with a 53,200-square foot structure(see the attached project description). ENVIRONMENTAL CHECKLIST - PAGE 2 • 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 sitle (s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While your 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. The site is located on the east corner at the intersection of Talbot Road and S. Grady Way in the City of Renton (see attached Vicinity Map). Portions of the site are in the Southwest Quarter of Section 17, Northwest Quarter of Section 20 and the Northeast Quarter of Section 19, Township 23N, Range 5E, W.M. in King County, Washington. ENVIRONMENTAL CHECKLIST - PAGE 3 Evaluation for Agency Use Only B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one) : Flat, rolling, hilly, steep slopes, mountainous, other: Flat within the developed area and steep on the east side of this site. The project proposal will not alter the steep slope areas to the east. b. What is the steepest slope on the site (approximate percent slope) ? Approximately 30 percent. 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. SCS classifies the site soils as "Urban" within the proposed tlevelopment area and Aiderwood Series along the steep slopes (see Geotechnical Report). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. See Geotechnical Report. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill . Site will be raised between 12 to 24 inches above the existing pavement. Where the proposed site is at-grade, approximately 18 inches of overexcavation will occur, approximately 58C0 cubic yards of cut and 26,000 cubic yards of fill. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe? Erosion could occur as a result of construction. Erosion control measures will be designed per City standards. ENVIRONMENTAL CHECKLIST - PAGE 4 Evaluation for Agency Use Only g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Approximately 57 percent of the 18.9-acre±site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The existing site is already paved and, therefore, there will be minimal disturbance of vegetation and earth movement. Erosion control measures will be designed per City standards and all exposed soils after construction will be protected from erosion with landscaping. 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. Typical construction equipment emissions during construction period. For long-term, emissions will be similar to typical automobile retail dealership and will include carbon monoxide, nitrogen oxides, sulfur oxides, hydrocarbons and particulate matter. The concentration will depend upon winds, but are not expected to be material. b. Are there any off-site sources of emissions or odor that may effect your proposals? If so, generally describe. Vehicular traffic on Talbot Road S., S. Grady Way and Benson Road will also generate exhaust; however, they will not affect this proposal. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Federal and State Standards are in place to control emissions from automobiles, which are the primary source of pollutants related to this project. ENVIRONMENTAL CHECKLIST - PAGE 5 • 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-around and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names . If appropriate, state what stream or river it flows into. An existing 4-foot wide rectangular channel conveys off-site runoff through the site and is classified as a stream by Pentec Environmental. A Type 2 wetlands exists at the southwest corner of the site (see revised Wetland Delineation Report by Pentec Environmental). 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 . The work will take place within 200 feet of the channel(stream) and the wetlands. Currently, the paved/gravel storage area is adjacent to the edge of the channel (stream). Proposed buffer will help improve the existing conditions. 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 . None at this time. As part of the maintenance, sediment buildup within the channel will be removed. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Na ENVIRONMENTAL CHECKLIST - PAGE 6 Evaluation for Agency Use Only 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. The property is located within an area having a Zone Designation X, area determined to be outside of the 500-year floodplain according to Flood Insurance Rate Map (FIRM) No. 53033C0977F, effective May 16, 1995, King County, Washington, as prepared by the Federal Emergency Management Agency (FEMA). 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. No. 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. None. ENVIRONMENTAL CHECKLIST - PAGE 7 Evaluation for Agency Use Only c. Water Runoff (including stormwater) 1) Describe the source of runoff (including stormwater) 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 runoff from on-site will be collected in catch basins and conveyed by pipe to a water quality treatment swale prior to being discharged into the City's storm sewer system. 2 . Cou,ld waste materials enter ground or surface waters? Is so, generally describe. No intentional discharge of waste material is anticipated, but pollutants from parking surfaces, and landscape fertilizers could enter the ground or surface waters. d. Proposed measured to reduce or control surface, ground and runoff water impacts, if any: Water quality treatment will be provided for surface runoff. 4 . Pla:nts a. Check or circle types of vegetation found on the site: X_ deciduous tree: alder, maple, aspen, other _X_ evergreen tree: fir, cedar, pine, other _X_ shrubs/brush _X_ grass pasture crop or grain X wet soil plants : cattail, buttercup, bullrush, skunk cabbage, other water plants : water lily, eelgrass, milfoil, other _X_ other types of vegetation ENVIRONMENTAL CHECKLIST - PAGE 8 Evaluation for Agency Use Only b. What kind and amount of vegetation will be removed or altered? Brush and trees along Talbot Road S. and S. Grady Way right-of- way will be removed. c. List threatened or endangered species known to be on or near the site. None are known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: A landscape buffer will be constructed along the Talbot Road S. and S. Grady Way right-of-way, per City standards. Additional landscaping will also be provided on-site. The site will have approximately 15 percent, 3.0 acres ± of landscaping will be provided. 5 . Animals a. Underline 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, songbirds, 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. Not known. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. It is an urban area. ENVIRONMENTAL CHECKLIST - PAGE 9 Evaluation for Agency Use Only 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. Electricity and natural gas. Gas may be used for heating. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Na c. Wha,t 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: All structures will be built in conformance with the 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. Typical hazards associated with the operation of an automobile dealership. 1) Describe special emergency services that might be required. Typical emergency services, such as fire, police and ambulance, will be required. 2) Proposed measures to reduce or control environmental health hazards, if any: Security and fire suppression system monitoring. ENVIRONMENTAL CHECKLIST - PAGE 10 it Evaluation for Agency Use Only b. Noise 1) Whart types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other) ? Traffic noise and occasional aircraft noise. 2) What types and level of noise would 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. Construction noise on a short-term basis and automobile noises associated with automobile dealerships on a long-term basis. Construction noise would occur within the hours permitted by City ordinance. 3) Proposed measures to reduce or control noise impacts, if any: Conformance with State and local noise regulations, as pertinent. 8 . Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently being used by Puget Sound Energy (PSE) for the storage of materials. Adjacent properties are office complexes. b. Has' the site been used for agriculture? If so, describe. None known. c. Describe any structures on the site. Three concrete buildings exist on-site. There are also power transmission towers across the site. d. Will any structures be demolished? If so, what? All existing buildings will be demolished. ENVIRONMENTAL CHECKLIST - PAGE 11 • Evaluation for Agency Use Only e. What is the current zoning classification of the site? Heavy Industrial(IH) Commercial Office (CO) f. What is the current comprehensive plan designation of the site? Arterial Commercial(CA) g. If applicable, what is the current shoreline master program designation of the site? None. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Type II wetland (0.84-acre ±) and a 4-foot concrete channel classified as a stream (see Pentec Environmental Report). i. App'!roximately how many people would the completed project displace? None. PSE is in the process of relocating its complex. j . Approximately how many people would reside or work in the completed area? Approximately 135 employees, including all shifts. k. Proposed measures to avoid or reduce displacement impacts, if any: None required. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The site is in the process of being rezoned to Arterial Commercial (CA). ENVIRONMENTAL CHECKLIST - PAGE 12 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 required. 10 . Aesthetics a. What is the tallest height of any proposed structure (s) , not including antennas; what is the principal exterior building materials (s) proposed? Maximum building height will be 35 feet. Building material will be painted concrete tilt-up panels. The exterior of the AutoNation USA facility consists of smooth finished concrete panels with a (minima! texture) elastomeric coating finish. The elastomeric coating shall be one of three colors—creamy beige, charcoal brown, or misted green. The panels have a grid of 2-inch reveals cast into them. The glazed openings have green tinted glass in white frames. At three of the showroom entries, there are large bright white (PVC- coated polyester) canopies supported by a truss frames in the center, with single columns in the perimeter. The height of the wall panel is 32 feet for the showroom and 20 feet for the service building. b. What views in the immediate vicinity would be altered or obstructed? With the proposal, adjacent properties would see the site improvements as opposed to old buildings and storage of electrical power supplies. c. Proposed measures to reduce or control aesthetic impacts, if any: An integrated landscaping plan will be developed to screen building and parking areas from adjacent streets. ENVIRONMENTAL CHECKLIST - PAGE 13 Evaluation for Agency Use Only 11 . Light and Glare a. What type of light or glare will the proposals produce? What time of day would it mainly occur? New sources of light and glare will be lights from automobiles, building lights, parking lot lighting, signs and potential glare from building windows. Light impacts would occur during night time hours and glare from windows could occur during daylight hours, particularly on sunny days. b. Could light or glare from the finished project be a safety hazard or interfere with views? It is not anticipated that any hazardous conditions will occur as a result of this project. No views will be adversely affected. Lighting Management, Inc. (LMI), is the site lighting consultant for AutoNation USA. Attached please find a letter from LMI specifying the proposed exterior parking lot lighting. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any. Parking lot lighting will be directed downward using low cut-off luminaires (see attached report by LMI). 12 . Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No. ENVIRONMENTAL CHECKLIST - PAGE 14 Evaluation for Agency Use Only c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The proposed facility will provide a play area for children. 13 . Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. None known. 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. The site is accessed off Talbot Road S. (SR 515), an arterial roadway on the northwest is S. Grady Way. Another arterial roadway and access to the SR 405 interchange is within a mile west of the site. Carrier entrance/exit will be off S. Grady Way. Benson Road S. is approximately 30 to 50 feet above and east of the site. b. Is site currently served by the public transit? If not, what is the approximate distance to the nearest transit stop? Yes, the Metro transit stop is on S. Grady Way 50± feet east of Talbot Road S. intersection. ENVIRONMENTAL CHECKLIST - PAGE 15 • Evaluation for Agency Use Only c. How many parking spaces would the completed project have? How many would the project eliminate? Approximately 828 total spaces will be provided for display, customers, employees and service parking. 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) . Curb, gutter and sidewalk along Talbot Road S. and S. Grady Way. No improvements to Benson Road S. are expected. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Na f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 1,520 trips. Refer to Traffic Impact Analysis prepared by Transportation Planning & Engineering, dated September 9, 1998. g. Proposed measures to reduce or control transportation impacts, if any: Pay into the City of Renton Traffic Mitigation Program (refer to Traffic Impact Analysis for details). 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,public services already exist for the existing site. ENVIRONMENTAL CHECKLIST - PAGE 16 Evaluation for Agency Use Only b. Proposed measures to reduce or control direct impacts on public services, if any. All new buildings will be constructed to meet the applicable codes relating to fire prevention and suppression. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other Cable b. DeScribe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. PSE Power and Natural Gas US West Telephone TC/ Cable City of Renton Water and Sanitary Sewer All services are within the right-of-way or are already on-site. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the City is relying on them to make its decisi fiSignature: Date Submitted: 9'2t-r8 ENVIRONMENTAL CHECKLIST - PAGE 17 • Evaluation for Agency Use Only b. Proposed measures to reduce or control direct impacts on public services, if any. All new buildings will be constructed to meet the applicable codes relating to fire prevention and suppression. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other Cable_ b. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. PSE Power and Natural Gas US West Telephone TCI Cable City of Renton Water and Sanitary Sewer All services are within the right-of-way or are already on-site. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the City is relying on them to make its decisi / Signature: ► Date Submitted: 9--2ft'i/ 8 ENVIRONMENTAL CHECKLIST - PAGE 17 — Amot»Nation USA `.�� � EXTERIOR SIGN PACKAGE Renton,WA Message Schedule 1 Primary Roadway 2 AutoNation USA (logo) Internally- 490 sq.ft.: 60' OAH I.D.-Pylon illuminated Center pole-mounted m/Two cabinets 2 Service Center by Chandler 18'X24 &^6'5"x14' 3 my 1 Au1oNation USA (l000) Ground lighting 55mq.ft.: 5'10" [AH I.D.-Monument (address) by Lighting Mounted on two poles 4'x13'8" ;NQnt. S Secondary 2 AutoNabon USA (logo) Ground lighting 11 sq.ft.: 5' OAH |.D. _ Monument by Lighting Mounted on two poles 2'411x31611 & 10"x316" 2 DELIVERY ENTRANCE ONLY K8QmL 7 Interior Overhead 2 WELCOME Externally- 62sq.ft.: 21'8" OAH 416"x1319" illuminated Pole-mounted AutoNot|on USA (1090) by Chandler (internal to site) | 2 AutoNat|on USA (logo) DRIVE SAFELY BUCKLE UP 8 |ntohorC�vmrhmad 2 GUEST PARKING Externally- 62oq.ft.: 21'6" OAH 4'G"�13'9" <6 LEFT illuminated Po|e-mounted by Chandler (internal tmsite) SERVICE CENTER ' AHEAO4o 350FT. ! 2 AutoNation USA (logo) THANK YOU � Come Again 10 Building Identification 1 Quick Lube Cabinet Combined 87 sq.ft. 5'4-11/2"x 14' 2VF cabinet ENTRANCE Internally- Facade-mounted &Two 38"x43" 1 Each illuminated Aluminum Panels of 1, 2 by Chandler 11 Building Identification 1 Service Center Cabinet Combined 117aq.ft' 47- /2"x 22'S/F cabinet Internally- Facade-mounted &Three 16"x48" 1EauA iUumninatmd Aluminum Panels of ONE, TWO, THREE by Chandler SIGNALS BY OTHERS 12 Building Identification 1 AutoNation USA (logo) Internally- 233sq.ft. 5' channe| letters & illuminated Facade-mounted 7'3"shield by Chandler 13 Building Identification 1 AutoNedion USA (logo) Internally- 233sq.ft' 5' chonne| letters @` illuminated Facade-mounted 7'3"ahie|d by Chandler 14 Building Identification 1 AutoNabon USA (logo) Internally- 233sq'ft. 5' ohonno| letters & illuminated Facade-mounted 7'3"shio|d /�E�'cl (�� bvOhand|er � C/Tly--''' OF F^EiN,��.� Mog-scn 1 SEP r�Om m;s�a _ - '~=� ��K�v-� � ���������I�~F� '_-� " �-�� . - ` . AutoNatimn USA �����UOR SIGN PACKAGE �N Renton,WA | - ' Message Schedule 16 Vehicular Directional 2 Guest Parking Non-illuminated 6 sq.ft.: 4' OAH Two U-uhonne| poles- Exit � 17 Vehicular Directional 1 <6 Service Center Non-illuminated 8aq.ft.: 4/ OV\H 11811x 3'6" Pole-mounted on ' Two U-ohanno| poles 20 Display Parking- 2 One letter and o Illuminated by 20'-25' CAH Merchandising Plan number range lamps inlight 8'fronnlamp Light Standard (example: "QSO'109') standards by Mounted to light pole Vmhid|aLocator ? poles m/one panel LightingK8Qmd. 5"square poles 3'x 3,' ? poles m/two panels (internal tosite) 21 Display Parking Space 1 1, 3or3 digit#»d1tm ? Illuminated by Painted to Numbers - 1O"x14" lamps inlight Parking Lot surface BY OTHERS standards BY OTHERS ' 22 Pedestrian Directional 2 Guest Help Non-illuminated 7'3" OV\H 1'G"x2'triangle km/Te|aphonma�nnm0 b l�/oEVF panels mnountod on either side ofpole Mounted above phones � (internal tosite) ' i / � 2 ans/90 011N ' • LIGHTING MANAGEMENT, INC. • PO BOX 537 • 120 NORTH MAIN STREET, NEW CITY, NY 10956 TEL 914-6381950 ( f { ( i FAX 914-638-0667 To: City Planning Boards i Re: AutoNation Site Lighting r; JAIL 0 199 ' • ("r"' _ To -whom it may concern, 11 The following is a summary of the guidelines AutoNation, USA uses to create a comfortable Automotive Shopping Environment . 1) Maximum Footcandle Level - The highest footcandle level is directly underneath the Type S2N interior display parking fixtures . Other than immediately under the poles, the foot- candle levels range from approximately 20 to 50 in the Display Parking and 2 to 10 in the other areas . This luminaire is a 2 headed luminaire with patented reflectors that greatly contain the light within the car aisles and project the i light further "between" the poles rather than at the pole base. The maximumfootcandle level is typically about 70-85 . 2) Average Footcandle Level - A typical AutoNation site, in the Display Parking Area, averages 38 to 44 footcandles . The higher levels are on the cars parked within the interior • "aiisles" (40-55) , and lower levels in between car "aisles" (18;-24) . The average footcandle level for the balance of the site is much lower, about 2-5 fc . AutoNation strives to maintain a pleasant environment, one that is not objectionable to Its neighboring facilities or residential areas . This is accomplished by using shorter length poles, spaced closer together, and with reflectors that contain the light in a downward pattern. The perimeter fixtures are equipped with "cutoff" reflectors, which limit the light levels just a short distance from the curb to virtually zero (under lfc less than 50', away) . .3) Light Containment • A), Spill Light - The perimeter fixtures are asymmetric, emitting light in only one direction. Refer to • . available photometric drawings to see how the light levels quickly taper to 0 outside the lot . We space the , perimeter fixtures far enough apart to reduce the bright "wall of light" effect . ( r • CITY OF FE� i SEP 2 5 1999 - q d� B) iGlow Light - AutoNation uses a 24' luminaire mounting ; height within the "Display Parking" , 18' elsewhere within the site, and aims its fixtures parallel to the ground plane, ie . "horizontal" (pointed at the ground) , which reduces "light source glare" and the "glow" effect . As an analogy, this is similar to a "Residental Area Tennis Court" , where the light is confined only to the playing : surface and the source of the light is hardly detectable from ground level . In summary, there is no "glow" , there is very little "glare" , and there is virtually no "spill" light outside the property. Photometric Site Lighting Plans are ava..lable for any site upon request,. Footcandle readings can be expanded well outside the AutoNation property line. Very ruly OMAS Li ing Management, Inc. [an_guidelines] • Job No: I$IC9Z3'O'30 Disc.: 51Ti= LIGHT C�� Carter Its Burgess Job Name: AUTO?Tia4 ' R IroN f it 1A. Date: ? /Z(/ 98 Sheet of By: —DAMES1.. w12-ENCX -1- ` 1 : +- --I - ! ' - ■ SITS I �....1_GNTiI_ _G_=— -- TC_o�)le ?o MA- c i z. A/._ • Steel P O I e S • for AUTOMATION U.S.A. and CARSTOP I - • r 1 w r I R LIGHTING CON PON • T ION t GENERAL-Bieber offers five spies of square steel pole.Thexe are snits designed for regular wind environments.high wind envYanmans,and fiv 1 indoor use.AO sties include a reinforced had-hole wh ground lug.hod-hole tact and hands.-me,and a heavy steel base pbte with base over and i 1 }._ hardware,and tndude a round tenet Al styles except indoor include four(4)each gahantred anchor bolts with nuts and washers. i SQUARE SHAFT-AB styles are made with stnaaural steel — tubing conforming to.ssTM A Soo requirements.Structural test _ . ' reports are available on request. l ! ! ! BASE PLATE-Al Gusdoor stylesfeaturea generously 1 �— 3/4*thick by twelve inch square base plate bum*from A 36 ' 1-- steel For ease ofinsuibtion,base plates are slotted I-I//by f �-- 2-I/2.The base plate is securely welded to the shaft ataround, ; i ! top and bottom.The base place For the Indoor style is the same, I__ tamp cut i is sized I/f thick by nine inch squa e,with sbts 1' .4._ , I bye. HAMHOLE-The 3'by S'across hole,located 1r ac above 1 the base plate, la reinforced all around with 7 gauge structural tubing.A strong,penmraau 3/e dnrneter ground hag with two Above:Mounting Style 9-D'on a 4'by 4'square pole nuts b corrve Al se located Murk with round tenon.See Mounting Hanger 9'sheet. TENON-AI styles a nominal 3'ao by 103'wag by 4' I Below Left:Top view of a square pole with a rand tenors. I — high round sawn securely welded top and bottom to a /j thick The base plate features slots for easier Installation. ' —1— steel plate- -- MOUNTING HANGERS - Mounting hangers shah be Below:Front and side views of a square pole showing ordered separately.Spolations and mbg timbers an be food the reinforced hand-hole and the ground lug. . war Mounting Hanger 7sheet. I -- i FINISH - Finish is thermoset polyester oven-baked powder n coat,green 334 or dark bronze.Custom cokes are avaibbk to your .r..� - speri6ntio sk please comet factory. ,----- I outdoor:12.75'OC boit circle -`— --- indoor:9'OC bolt circle t _ r--.- is ' . i O • \ • i N -\C�; jF l Win` n outdoor.9'OC bat square j - C.�1 \% % r3 indoor:6.5'OC bolt square _ _ _ SE .�„„" •�P IC) NTS Frond War Side View --- ----- BIEBER LIGHTING CORPORATION • ' 4 ,e11). _______ B 970 w.w1ic* s1Ea,1101 EhnOoo,C.A.90301 re.310/645.6789 FAX 31 O/216 0333 destrrbuted by Lighting Manayarnant,Inc.for AUTOMATION U.S.A.and for CARSTOP - 120 North Main Street,New City,N.Y.10956 I v,,.914/638-1950 FAX 914/638-0667 4 i • C ,,S ON MEMORANDUM 'tit x6 9q �Li�Vi'V( i3lVigioii • DATE: 7/fl:/ e TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: f4ZG D (VCt ,O)J LOCATION: ..5 ocL QC �G� - 0./7clii/ G A eeting with the applicant has been scheduled for , ...00 P/4,, Thursday, (� for one of the 6th floor conference rooms (new city hail). this meeting is scheduled at 10:00 AM, the MEETING MUST BE CON LUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the . applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or . building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to /W°,Y at least two (2) days before the meeting. Thank you. /1/6 C , CITY LF- 1.!,::,::.,1: n f .,I :1 6... .3 . 7/ 3 U� O� ' �a CITY OF RENTON 4,�N� FIRE PREVENTION BUREAU MEMORANDUM DATE: July 20, 1998 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal , SUBJECT: Project Fire Department Comments: 1. The preliminary Fire flow is determined by the total square footage of the building. One fire hydrant is required within 150 feet of the building and additional hydrants within 300 feet of the building, based on required fire flow. 2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee is required based on $.52 a square foot of the building square footage. We need the total square footage to determine this fee as well as other fire requirements ,By Ql� pepm;, /scy,gc "Aiit CPs41 4,' exis / 6//,gs, 4. Separate plans and permits are required for Sprinkler and Fire alarm systems installation. >/4 pip 7 spr;o/der,1 pee 5. At least one additional access is required to the site. All required fire department access road ways are required to be 20 feet of unobstructed driving surface. The inside radius is 25 feet and the outside radius is 45 feet. All required fire lanes shall be marked per City Ordinance. 4-07srJehex QCcess Oh/y, Please feel free to contact me if you have any questions. Srr;l kle 0414 c emery e s ? • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JULY 29, 1998 TO: PETER ROSEN FROM: NEIL WATTS SUBJECT: PREAPPLICATION REVIEW AUTO NATION PROJECT We have reviewed the above listed project and have the following comments: WATER ` • There is an existing 24" water main adjacent to the site in Talbot Road S, an 18" water main in S Grady Way, and a 16" water main in Benson Road S. There are also severar 8" and 6" water mains and four hydrants located on the site itself. • No additional water main extensions will be required for this project. • It is anticipated that the redevelopment credit for this site will eliminate the requirement for payment of system development charges for water and sewer. SEWER • Service to this site is provided by an 18" sewer main which runs across the southerly portion of the'site from the east and into the system in Talbot Road S which then runs south before turning west across the Renton Village site connecting to the METRO Interceptor at Rainier and Grady. • No additional sewer main extensions will be required for this project. • It is anticipated that the redevelopment credit for this site will eliminate the requirement for payment of system development charges for water and sewer. SURFACE WATER • There is a drainage system from Renton Hill to the east which crosses under I-405 and Benson and crosses the southerly portion of the site in a combined culvert/ditch system. This system discharges into a developed pipe system in Talbot Rd S. There are also developed pipe drainage systems in S Grady Way and Talbot Road S adjacent to the site. JULY 28, 1998 PAGE 2 • A conceptual drainage plan and drainage report will be required for the site plan application for this project. The conceptual drainage plan shall include provisions water quality treatment in compliance with the requirements of the KCSWM. • The proposal as presented will not require detention, per the KCSWM. Since there are downstream flooding problems, any increase in the release rate from the site may require detention as a SEPA mitigation condition, even if the release rate is less than the allowed 0.5 cfs increase. • The City is negotiating with the property owner for additional property to allow the construction of a ramp/access to the new City Hall property. The proposed location of water quality treatment areas (either Option A or B) may be located in areas under discussion, and therefore, may need to be reconfigured or relocated. • If there is no net increase in impervious surface on this site as part of the development proposal, then there will be no system development charge for surface water required for this project. TRANSPORTATION • Talbot Rd S and S Grady Way are fully improved with curb, gutters, sidewalks and street lighting adjacent to this project site. Benson Rd S is a paved two lane arterial, with gravel shoulders and no curbs or sidewalks adjacent to this project site. • City Code requires a project of this size to abut fully improved streets. This will require the improvement of Benson Rd S adjacent to the site with curb, gutter and sidewalks for the entire frontage of the site. A request for waiver of this requirement may be made to the Board of Public Works. ,ie A^ 4,/e J®e r �"'l `jr ��c �iq,11 • less, • A traffic report should be prepared for this project. This limited traffic report should address possible impacts to the signalized intersections at Talbot Rd S and S Grady Way and Rainier Av. S and S Grady Way. A traffic analysis should also be prepared for the proposed driveway onto Talbot Rd S, with particular emphasis on discussion of the viability of left turning movements in and out of the site. Trip generation values should be estimated for both the proposed use and the prior/existing uses on the site. �f Leff-Arw,/ 71e.phs /h . or,f • il>, Le 4 Pro,b//+r • Traffic mitigation fees of$75 per net new1Leaggdaily trip will be required for this project, based'on the approved estimates prepared in the traffic analysis for the project. xisa Ps. "rofose./. GENERAL • The site plan application for this project must include a conceptual utility plan showing all existing and proposed utilities, including sewer mains, manholes, water mains, valves, hydrants, drainage facilities, drainage mains and catch basins. All existing utility easements on the site must also be shown on the site plan. A complete conceptual drainage plan, with a Level r 1 downstream analysis and appropriate calculations for water quality treatment facilities and detention requirements shall also be included in this application. , • JULY 28, 1998 PAGE 3 • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $1-00,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. ist fif /i heir lC J TeMS ♦if 4/. CITY OF RENTON I Planning / Building / Public Works MEMORANDUM DATE: ' July 30, 1998 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: Auto Nation - Pre-Application File#98-58 We have completed a review of the pre-application for the proposed Auto Nation. Listed below and attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. The subject site is presently in the process of being rezoned from Heavy Industrial (IH) to Commercial Arterial (CA). City Council approval is anticipated on August 17. The following analysis assumes the adoption of CA zoning on the site. It is also expected that the site will be added to the Automall Area B overlay. Zoning. Auto sales are allowed as a primary permitted use in the CA zone. Development Standards Setbacks: 'A minimum front yard building setback of 10 feet is required in the CA zone. The setback is measured from property lines. There are no rear or side yard setback requirements. Lot Coverage: Lot coverage for buildings shall not exceed 65% of the total lot area. Landscaping: The following landscape requirements assume that the site will be included into the Automall Area B overlay. If this does not occur, the proposal should follow the landscape requirements of the CA zone. 1) Along the property frontage on SW Grady Way and Talbot Road a 15 foot wide landscape strip is required. The 15 foot width may be achieved utilizing unimproved portions of the right-of-way in combination with abutting private property. The landscape strip should include a 30 inch high berm and Red Maples planted as street trees 25 feet on-center. 2) A minimum of 2.5% of the gross site area shall be provided as on-site landscaping. This landscaping should be consolidated at site entries, building fronts, or other visually prominent locations. The Parking Ordinance requires landscaping in the interior of the parking lots over 10,000 square feet in size. The code requires landscaping equal to 5% of the area of the parking lot. The area of the site which would be used for auto display is not considered as subject to this requirement. The calculation of this landscape area should be provided by the applicanTwith submittal of the application. The Parking Code requires 5 feet of perimeter landscaping around auto display areas. On the landscape plan the applicant should provide a legend which lists the different required landscape areas and shows the area (in square feet) provided to meet the code requirements. Pedestrian Access: The code requires pedestrian walks from sidewalks to building entries. The pre- application site plan meets this requirement. Building Height: Building heights are limited to a maximum of 50 feet in the CA zone designation. Parking: The Parking and Loading Ordinance provides the following standards to determine parking requirements for the proposal: Land Use Parking Requirement Proposed Building Motor vehicle repair and service: 1 parking space/ 400 s.f. of floor area Indoor sales area 1 parking space/ 500 s.f. of floor area Indoor parts storage 1 parking space/ 1,500 s.f. of floor area Outdoor retail sales 1 parking space/ 5,000 s.f. of floor area The applicant should provide the square foot areas of building uses and the area of display parking in order to determine parking requirements. Environmental Sensitive Areas. The pre-application project narrative discusses the wetland located in the southwest corner of the site. The site plan appears to avoid development impacts to the wetland. According to the pre-application, the wetland is considered a Category 2 which requires a 50-foot buffer width. Presently there is no vegetated buffer around the wetland, the north edge of the wetland abuts a concrete-lined drainage channel which borders the developed site area. The Wetland Ordinance does not exempt existing, developed wetland buffer areas from the code requirements to provide a buffer. Permit Requirements. The proposal would require SEPA environmental review and Site Plan Review by the Hearing Examiner. SEPA Environmental Review - A SEPA environmental checklist must be submitted with the application materials.; The applicant is responsible for disclosing accurate information regarding potential environmental impacts associated with the proposal. The Environmental Review Committee (ERC), an administrative body, will review the proposal, consider mitigation measures, and issue a threshold determination. If there was an appeal of the SEPA threshold determination, the appeal would be heard • by the Hearing Examiner concurrent with Site Plan Review. Site Plan Review: Site Plan Review is required for all development proposals (which meet SEPA thresholds) in the Commercial Arterial (CA) zone designation. The proposal would require a public hearing before the Hearing Examiner because the site is over 10 acres in size. Site Plan Review evaluates site layout elements including the building orientation, pedestrian and vehicular circulation, parking, and landscaping. A proposal is also analyzed for compliance with the code and compatibility with adjacent uses. Site Plan Review evaluation criteria are listed in Section 4-31-33D. of the Zoning Code. CC: Jana Huerter Auto Nation.DOC • CITY OF RENTON ECONOMIC DEVELOPMENT, NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: July 23, 1998 TO: Peter Rosen O1IL, FROM: Rebecca and STAFF CONTACT: Lisa Grueter SUBJECT: Auto Nation Pre-Application 98-58 COMPREHENSIVE PLAN/ZONING PROPOSALS The site is designated currently as Employment Area - Industrial and Employment Area - Office. The industrial designation and corresponding III zoning would support vehicle sales, but the Employment Area - Office designation and corresponding CO zoning would not. A Comprehensive Plan Amendment has been recommended for approval by the Council's • Planning and Development Committee which would change the designation of the subject property to Employment Area - Commercial. A concurrent rezone would redesignate the site as Commercial Arterial. A Committee Report and first reading of the Comprehensive Plan Amendment ordinance are scheduled before the full City Council on July 27, 1998. Second reading will likely be held August 17, 1998 because of canceled City Council meetings. This pre- application is being reviewed under the Employment Area - Commercial designation as it is anticipated that the full City Council will approve the map amendment. Also, a draft ordinance to expand the Automall Area B to the site and other areas in the vicinity is under review by the Planning and Development Committee. The approval of an ordinance is expected in mid to late August 1998. COMPREHENSIVE PLAN ANALYSIS The site will be designated Employment Area - Commercial (EAC) in the Comprehensive Plan. 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. (Objective LU-AA) The retail sales of vehicles would be appropriate to the designation. No inconsistencies have been noted in terms of land use policies. Employment Area - Commercial land use policies (generally LU-169 to LU-182) provide guidance regarding landscaping, access, compatibility with adjacent uses, etc. Comprehensive Plan policies also support establishing and protecting wetland buffers (policy EN-10); any allowances for reduced wetland buffers would need to be consistent with the City's wetland regulations. \\TS SERVER\SYS2:\COMMON\-H:\DIVISION.SU?-TS\?LANNING\?REAPP\EAC\AUTONAT.DOCUg July 23, 1998 Page 2 As part of the Comprehensive Plan Amendment process, maps were prepared showing some sensitive areas on site. As noted by the applicant there is a wetland,which has been more accurately located by their surveys. Also, there is a small area with high landslide potential on the southeast side of the property. Except for the wetland buffer issue noted by the applicant and discussed above, the proposal appears to avoid these areas. • OTHER COMMENTS The City is,negotiating with the property owner for additional property to allow the construction of a ramp/access to the new City Hall property. The proposed location of water quality treatment areas (either Option A or B) may be located in areas under discussion, and therefore, may need to be reconfigured or relocated. cc: Betty Nokes • **************************************************************** City of Renton WA Reprinted: 09/25/98 15 : 00 Receipt **************************************************************** Receipt Number: R9805820 Amount: 14 . 72 09/25/98 14 :59 Payment Method: CASH Notation: KPFF M.T.MYAT Init: LMN Project #: LUA98-151 Type: LUA Land Use Actions Parcel No: 172305-9072 Site Address : 915 S GRADY WY Total Fees : 2 , 764 . 72 This Payment 14 . 72 Total ALL Pmts: 2, 764 . 72 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 05 . 519 . 90 .42 . 1 Postage 14 . 72 , . 676 ,45( (9) • • t▪ . AutoNation USA • ri-,_ii --�� Preliminary Storm Report ?"' Site Plan Approval Application 1- ,,,:i ,,,, .w•xiI▪ i __ City of Renton f •:- Washington •�1.j//4S . 'fix'" •,,,, ,„,..„.. r.�r-- .{'yi "' SEP 2 1988 6 "` • '' tert, ,.....,,A r-n .`—'!'"'.r—r. if:r—-.--t: ° ti4Y Y.; ..,.._ 1. LEI � 4 A, Q.� Ica _` ":---'''' '''''—'' .3..,.... ,. , 'Er i 10 4;:,'= '0 ' 24089 ...;, A ,p �COTB O �'v4 ° `� JOB NO. 98-244:, w S, AL .gS c .... ir EXPIRES 8/1/99 ' .ii,,, iiir--,,, - Lvt4.: i .,.....nl, KPFF Consulting Engineers 1201 Third Avenue,Suite 900 'r 11. Dated September 17,1998 Seattle, Washington 98101 -1'-!.`. Tel: (206) 622-5822 . �7,j..... Fax:(206) 622-8I30 q . ..-7' Prepared By:Maung Myat r i AutoNation USA Storm Drainage Report TABLE OF CONTENTS Page No. INTRODUCTION 1 EXISITNG CONDITIONS 1 PROPOSED CONDITIONS 1 LEVEL 1 DOWNSTERAM ANALYSIS 3 UPSTREAM BASIN ANALYSIS 3 PROPOSED STORM SYSTEM 4 FIGURES Figure 1 - Vicinity Map Figure 2 - Downstream Basin Map Figure 2A - Downstream Basin Map Figure 3 - Upstream Basin Map Figure 3A - Upstream Basin Map Figure 4 - Location of Photos Figure 4A - Photos of Flooding Figure 5 - SCS Soils Map Figure 6 - Existing Site Drainage Map Figure 7 - 2-Year, 24-Hour Isopluvials Figure 8 - 10-Year, 24-Hour Isopluvials Figure 9 - 100-Year, 24-Hour Isopluvials APPENDICES Appendix A - Downstream Basin/Upstream Basin Maps Appendix B - Existing and Proposed Drainage Basin Calculations Appendix C - Water Quality Swale Calculations Appendix D - Conveyance System Analysis Appendix E - Conceptual Site Plan II September 17, 1998 Page i AutoNation USA Preliminary Storm Report INTRODUCTION The purpose of this report is to address storm drainage issues related to the development of AutoNation USA Automobile Dealership in the City of Renton. The project site is located at the intersection of S. Grady Way and Talbot Road S., with Benson Road S. to the east and SR 405 to the south (see Figure 1). The project site, herein refer to as site, encompasses an area of 20.19 acres. Portions of the site are in the southwest quarter of Section 17, northwest quarter of Section 20 and the northeast quarter of Section 19, Township 23 N, Range 5 E, W.M. in King County, Washington. EXISTING CONDTIONS The site is currently being used as a storage facility by Puget Sound Energy and consists of three buildings, parking and storage areas. Current access to the site is off S. Grady Way to the northwest. The site is relatively flat, less than 5 percent, from S. Grady Way and Talbot Road S. to a 4-foot wide concrete channel at toe of slope. The toe of slope is to the eastern end of the site, with Benson Road S. located at the top of the slope. The elevation difference from the toe to top varies between 30 to 50 feet. Surface runoff from the site is intercepted by catch basins located through out the site and conveyed to pubic storm conveyance system out in S. Grady Way and Talbot Road S. The 4- foot concrete channel conveys storm runoff and potentially groundwater from the upstream basin through the site at the edge of the toe. This channel discharges through a wetland and into a natural channel to an arch (60" x 42" CMP) culvert that flows underneath Talbot Road S. A Type 2 wetland, as delineated by Pentec Environmental, is located at the southern tip of the site. Apart from slopes and the wetland, the existing site is mainly impervious and is calculated to be 12.07 acres ±. No storm drainage detention or water quality systems exist on-site. PROPOSED IMPROVEMENTS A portion of the 20.19-acre will be sold off to the City of Renton for additional City Hall parking. The area to be sold off is at the northern tip of the site and consists of 1.30-acre ±. The remaining 18.89 acres will be part of the development and shall be refer to as the proposed site (see Table 1 - Comparison of Existing and Developed Areas). The proposed development area will be limited to the extent of the existing developed site, - except where there will be new buffers. All existing structures will be demolished, and underground improvements removed or rerouted for the proposed development, with the exception of the sanitary sewer main. Overhead transmission power lines will remain, with modifications to the other poles. oles. power Proposed improvements will include a 53,200-square foot building consisting of showroom and service areas, paved parking with over 800 stalls, water main, storm catch basins and conveyance system, biofiltration swales, and landscaping (see Appendix E, Conceptual Site Plan). September 17, 1998 Page 1 cP ® �.���� � : PROJECT 7._. ..:::: SRE Aiitof�al•i'.... oli:� :17 ;' c, JONES AVE S ••. •;:::;s;: on.040 HIGH AVE `r S -- `•:. �cpr GRANT "'AVE S ' 5� o H D`;,, RENTON AVE n S .� 0c J �` EpC 5 Q. CEDAR AVE S iik \•,•• v: AP(O�F AVE N R~c� _x \ WILLIAMS AVE N S pu6..�pR AVE S ;;: ;`;. BENSON RD 5 CD `� WILLIAMS �' AVE S ?` #''` TALBDT ROAD 41/0 C4 V,N vim' BURNETT �' .•J'... a AVE S • c RENTON VILLAGE LOGAN AVE S P w 9pi_ CENTER J `\. N cn RENTON } 0 ,� Y '` w AIRPORT RENTONGH ® �Po v, SCHOOL■ a 90 3 �V pAVTS AVE S O N N VIII hn HOLIDAY ,', 0- LANE\'C4<-- S AVE v VS RAINf II &BUS OE INN . •a RAINIER AVE ► RNlNlER N qfrF 'I tt ^_._--- NARDIE I. �. / E VALLEY fl) i SA\ A AVE 1 I _o N LIND 1I AVE SW OS 1 1 1 1 I o I- 0 C IIIIIII TO `1 I5 .I Effrif Consulting Engineers FIGURE 1. 0 1201 Third Avenue. Suite 900 VICINITY M A P Seattle. Washington 98101 (206) 622-5822 Fax (206) 622-8130 N.T.S. AutoNation USA Preliminary Storm Report TABLE 1 COMPARISON OF EXISTING AND DEVELOPED AREAS -j . Impervious Area Pervious Area Total Area (square feet) (square feet) (square feet) (acres) (acres) (acres) Existing Site 555,988 323,489 879,477 12.76 7.43 20.19 Proposed City Lot 30,168 26,355 56,523 0.69 0.61 1.30 Proposed Site 525,820 297,134 822,954 12.07 6.82 18.89 Proposed Development 466,963 355,991 822,954 10.72 8.17 18.89 PROPOSED DEVELOPMENT Square Feet Acres Building 53,200 1.22 Pavement/Miscellaneous 413.763 9.50 Subtotal Impervious 466,963 10.72 Natural Slope and Wetland 232,828 5.34 Landscape 123.163 2.83 Subtotal Pervious 355.991 8.17 TOTAL 822.954 18.89 September 17, 1998 Page 2 AutoNation USA Preliminary Storm Report LEVEL 1 DOWNSTERAM ANALYSIS (Refer to Appendix A) Flows from the site are intercepted by on-site catch basins and conveyed to the public storm system in S. Grady Way and Talbot Road S. Flows are then conveyed in an 18-inch storm line to a 10' x 16' vault located south of the S. Grady Way Substation. Off-site flows that are intercepted by the on-site concrete channel flows through a 60" x 42" CMP arch culvert across Talbot Road S. and into the 10' x 16' vault south of the S. Grady Way Substation. On-site flows converge within the vault. A 60-inch RCP storm pipe conveys the runoff from this vault, south to Manhole 21 H4-6 located at the north edge of Renton Village Place. From this manhole, runoff flows west, paralleling the roadway approximately 56 feet to Manhole 21 H4-7. From this manhole, the storm pipe increased to a 72-inch RCP and continues west, still paralleling the roadway, for another 730 feet to Manhole 21 G4-2. This structure is located in the parking lot of Renton Village Shopping Center. From this point, the pipe size decreases to a 48-inch RCP and flows in a northwest direction for approximately 19 feet to Manhole 21G4-1. From Manhole 21G4-1, the pipe further reduces to a 42-inch RCP and flows in a southwest direction into a natural channel known as Rolling Hills Creek. This channel is at the toe of the SR 405 embankment. The discharge point of the 42-inch RCP is beyond 1/4-mile downstream from the site. At the time of the site visit and investigation of the downstream during July 1998, there were no problems observed. Per conversations with the City maintenance staff and staff from the Storm Water Utilities, flooding occurs in Renton Village Shopping Center. There has been flooding in the Shopping Center due to storm events in 1990 and 1996. Water has also over topped Talbot Road S. at the arch culvert crossing during those events. According to the City staff, the restriction of flows with the necking down of storm pipes from 70 to 42 inches is the main cause of the flooding. The site is located in the Rolling Hills drainage subbasin which drains to Springbrook Creek and is eventually pumped at the Black River Pump Station into Green River/Duwamish River. UPSTREAM DRAINAGE BASIN(Refer to Appendix A) The site is located within the Rolling Hills drainage basin. The majority of the off-site flows entering the site are through two culverts that run underneath SR 405 and Benson Road S.. The natural channel that conveys runoff to the two culverts originated at the top of a ravine on a slope located southeast of SR 405 at the intersection of Grant Avenue S. and S. 18th Street. The top of the ravine is located approximately 3,000 feet southeast of the project site. At this location, storm runoff from surrounding streets and parking lots is discharged to the top of the ravine/natural channel. The runoff is directed to the ravine through piped storm conveyance system located in the streets. The runoff in the ravine flows in a north - northwest direction towards the SR 405 embankment where the two culvert conveys the runoff onto the project site. September 17, 1998 Page 3 AutoNation USA Preliminary Storm Report PROPOSED STORM DRAINAGE SYSTEM The site was analyzed to determine if storm detention was required. Using the software program "WaterWorks" by Engenious and based on the King County Storm Drainage Manual (KCSWDM), the site was analyzed for 100-year, 24-hour storm events (refer to Appendix B for detailed calculations). The difference between the 100-year, 24-hour storms for the predeveloped and post-developed events is computed to be less than 0.5 cfs. Due to greater impervious surface coverage for the existing condition, the existing 100-year, 24-hour peak runoff rate is greater than the proposed condition. Per KCSWDM Section 1.2.3, Core Requirement No. 3, the peak runoff rate increase is negligible and is exempted from on-site peak rate runoff control. Per the KCSWDM, the site requires water quality treatment. Since the impervious subject to vehicular use is greater than 1-acre, the site falls under Section 1.3.5 Special Requirement# 5. A constructed wet pond is the preferred method for treatment, but due to site constraints, a series of water quality swales are proposed. This swale will be designed per Section 4.6.1 Water Quality Swales. Refer to Appendix C for detailed calculations. The Backwater Analysis Method was use to analyze the proposed conveyance system using the SBUH Methodology for the 100-year, 24-hour storm event (refer to Appendix D for detailed analysis). 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APPENDIX B Existing and Proposed Drainage Basin Calculations 9/2/98 8 : 37 :37 am KPFF Inc . page 1 AutoNation - USA (Renton) 100yr/24hr storm events MTM BASIN SUMMARY BASIN ID: 100dev NAME: 100-Year/24-hr dev. basin SBUH METHODOLOGY TOTAL AREA • 18 . 89 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 8 . 17 Acres 10 . 72 Acres TIME INTERVAL 10 . 00 min CN • 85 . 00 98 . 00 TC • 13 . 68 min 5 . 32 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 150 . 00 ns : 0 .4000 p2yr: 2 . 00 s : 0 .2500 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 2 . 00 s : 0 . 0200 impTcReach - Shallow L: 100 . 00 ks :27 . 00 s : 0 . 0200 impTcReach - Channel L:. 300 . 00 kc :42 . 00 s : 0 . 0100 PEAK RATE: 14 . 72 cfs VOL: 4 . 89 Ac-ft TIME: 470 min BASIN ID: 100ex NAME: 100-Year/24-hr ex. basin SBUH METHODOLOGY TOTAL AREA • 18 . 89 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 6 . 82 Acres 12 . 07 Acres TIME INTERVAL 10 . 00 min CN • 85 . 00 98 . 00 TC • 13 . 68 min 5 . 75 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 150 . 00 ns : 0 .4000 p2yr: 2 . 00 s : 0 .2500 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 2 . 00 s : 0 . 0200 impTcReach - Shallow L: 200 . 00 ks :27 . 00 s : 0 . 0200 impTcReach - Channel L: 300 . 00 kc :42 . 00 s : 0 . 0100 PEAK RATE: 15 .23 cfs VOL: 5 . 03 Ac-ft TIME: 470 min cPcsri l ` gePPre "Fzi Le(MF c ecL F6sc_ Q T1 s 13=Consulting Engineers FIGURE 570 1201 Third Avenue. 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SiiiiiilW '''-'-- z..7..' \,. 41/ '.-mir • - „.1): . 44k 4 feamiti‘mire" It. .Ar- ''' • 11 I./,.....s 2, r . . ,. - ,. .V ifil \ --- '' . --- 'YEAR 24-HOUR PRECIPITATION 4 f iairil lll / • r . 3.4� ISOPLUVIALS OF 2-YEAR 24-HOUR (t► • r� stab _ ( '' 35 TOTAL PRECIPITATION IN INCHES �. r�/`� � _ . `' �i r' .,e - 0 1 2 3 4 5 6 7 8 Miles FGv2E -R- ti ry 1:300,000 ` 4-' 1190 4 I, - KING COUNTY, W AS HINGTON, SURFACE WATER DESIGN MANUAL i1 FIGURE 3.5.1F 25-YEAR 24-HOUR ISOPLUVIALS cw •�1 "��1- _ Re -,---- i 1{ A. 1 1 ; , 1 P.^ .,._L" ,A • I '' \-, . :. ,4.5- 4 WIMP° --r '' ' -•"" ' • - ...... ,I( :./ r ., S =` .• - ems.._ _ - )11Por . ..... -- EA „ ,..... ,'••\ .4--..1 ,. --'. :-,:r i .1. ''''''.- .... fir \ .,.. .-- - ,,,, . _•- / : _ r",..ir • _,-_ , • AO' .... .00.11%:: h....._ , \ -',.., 1-."--4 '-...a-. •r. ,. .,,,,, • - — WO",...2„4...•, _.-- i ' ;•:7.... ..." 1 , 1 , Niger • kleiresr,.-,;\ .1.,-,,,. 1,. Lffilmr. ' 44,e—iiiiogigib-,.....,„ . , _ , ,. , , ,, \i„.•...11'-' -VI;i• ;.'?,.7...4111 el°111"11111111111111 4016r."-: -- a:. ,-.....:,;: . , , ...,i :, lap. _ tirit• , ....4,n. .7.-iiiir.......;.•, -.7r- t • :c" Ai.. '1 I f • .-r.e.- , . ,7,•tvii,:-'4).91:__ --, ,----2---;c:-,, •,' !--- lisT"" 11\ \ , Mg ;.' _:.\ ' 1 -\,, z' Qr- iii,k1 N' / .7. - - -.... 1 .s'k. i c.:‘ \ VVA, / :•Z ..- '° , !. 1 i(1, j s''''r Nt.ii4 .024Llilik .=- . • on th.i vigil j i - i ,r. : .. . : 1 N 1 ' , \ • 4 'iv\-)4"k .411 •i :. "*" ,' 11 ! 1 ',..i.: At irliiiiiiii. \. , i ''' ' 1 Ir. 1 INIPPPY' L/1 i&ill': ... ,--, i / ; i r ..,/ `! ,rs Ili '-''- i' 411'7-:.--r'a oz mir ‘,..‘ . I ._..; 1711,,..,.. •Nok : „. „"... . - -, __ , ,....: I , ' ( -- ...---- /ill :4-1111, , : \e, 16-..-- !ii..-le., '':-.'-L-. . �- a 1 µel c k 0 i , -T•1014 i ' •••Aliiiillittill --..,‘- ------lk P4r-gr- ----------: -,.... ' ' -' i ‘./ A , id 41,44FirsMI. j • ifs'irril NI -� 25-YEAR 24-HOUR PRECIPITATION t4 ` *R 111 ' s$ �, 5�0, VIALS OF 25-YEAR 24-HOUR i _ , 4 TOTAL PRECIPITATION IN INCHES r0 441 i 4 5 6 7 8 Mlles — �• �� ••„ iO,� � J(,J 0 1 2 3 FIG lze v (b•i� �Q -tir+ 1/90 KING COUNTY, W AS HING;TON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS 3.0.____..-:.,, ;..-•:. -. 4 4 : ,• 4 .4_4„t.i. ,ffe._ri .7_,,%1,,,._.:i . ______._.1 ._. N. / 3./'• ,77. . , _ .. . i ,.,,,,,, ...,/ c i^ ley-, ..-i s— .�', 9 ; � .,,,Itoliiio) ii. , ...., 1\- � _ i : per! - ' 4.3 \! .....—=-. ' 2-:..41114.)0? ',., . • ! ...w.;"4.h",...11111111051k , / ' . , .A. :I ., 7 , -,, Ii. W e:+1>— '‘..v#W < . eG• - • V I __ 1- _ '- .ems. 4• — , .'e' _ A i'. till .--.' i . - t ' ' IS k& '• i 126. % !Iand'i\ ; VII i ‘ VP4iii00..,0100111. 11 *.°111.m-lie ". . ___.---' il ,..... Nr• .... ...":„_.a 1.11‘ i. .. ..._ , . , _ k . ‘ • .‘_,,,- , diiiMISIOW •,•. .- � \IP' , :,, ,i 7 L , .__`.� ik/ , ,\ ,,•:_.2 ,-. - \,111419 / , , - sii it*, • V- .06K-x.N ,... , ,,-- r-,i - _ wad_p �-,M v \ _ 7-- , 410 1*-011,.,-- :‘ N. '� ; _ . , -..., taw in 1 ., ,,± •. NilltkNP- .) ' ; , i - . . _).•-• 0,..i. Nor . `,,). i qv. - \ ,.. !la, Al .' - ..._ 7/.:: z '.ilIN. I ; D" . .'V 1 K l ': 11 1 'I ' avi 'NO ' ;1 IA ,_ ,',..,,:=•-:1, ,..... imarp, tyli .....1 .... ' .;\ Argl i 1‘41ME ill 111 Ingifire -.3. - tAS -....- I, lirArt ___ ._ ._ _ __ . _ i., •,‘ ) i ,...__„.... i ' 1.. , .„. 101 oil . \,_, __ ..... ., di Pi cili ,..,.. -AN., " iri _ -._ , • . ., --rifir- e,-„.../: ,:,.,7,.. �., . 4 !itie- N — -. .------ IL'' ------- --- --*Amyl q i 114 4•74ESIA111104144t ' ��ltial , - =.,r 6.5 100-YEAR 24-HOUR PRECIPITATIONp �zioni: �! 6.0 ,, 3.4^ISOPLUVIALS OF 100-YEAR 24-HOUR N.�c� ti• �� ,.R -- _ 5.5. .. - TOTAL PRECIPITATION IN INCHES el' ✓ _ — ., n► . 0 12 3 4 5 6 7 8 Miles _ "`_ . • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL prepared designed based on infiltration testing and report a soils rebya facilities must be Infiltration a professional civil engineer with expertise in soil engineering. To maintain outflow rates of the - infiltration tanks and ponds, all inflow must be pretreated for sediment removal (see Section 5.4). An emergency overflow path must be identified for infiltration facilities and noted on the engineering ' plan. This overflow path must be analyzed to meet the requirements of Core Requirements #1 (see Section 1.2.1) and #2 (see Section 1.2.2) for the 100-year, 24-hour duration design storm, except Downspout Infiltration Systems (see Section 4.5.1). Infiltration facilities may be especially useful in the following circumstances, provided the proper soil conditions are present and all requirements can be met. (1) The proposed project discharges to a closed depression. 1. (2) The proposed project discharges to a severely undersized conveyance system that restricts the runoff volume that can be accommodated. (3) The proposed project is in a Critical Drainage Area requiring runoff volume control. [Exemptions From On-Site Peak Rate Runoff Control] On-site peak rate runoff control will not be required for a proposed project in the following situations. (-.,---,'N"�� r . Nealicible Peak Runoff Rate Increase'. (1) The proposed project site post-developed peak runoff rate for the 100-year, 24-hour duration design storm event is calculated for each discharge location° to be less than 0.5 cfs more than the peak runoff rate for the existing site conditions; OR, (2) The project proposes to construct 5,000 square feet, or less, of new impervious surface. Direct Discharge: The proposed project will discharge surface and stormwater runoff without on- site peak rate runoff control directly to: A Regional Facility. Direct discharge of surface and stormwater runoff to a regional facility will be allowed if: o the facility has been demonstrated to adequately control the proposed project's increased peak rate of runoff by an adopted King County basin plan or by a detailed drainage analysis approved by the SWM Division; AND o the facility will be available by the time of construction of the project; AND o the conveyance system to the regional facility can accommodate, with no significant adverse impact to the drainage systems, the design peak runoff for the proposed project site and the equivalent area° developed to the full zoning potential. ' Proposed projects in adopted critical drainage areas, basin plans and community plans requiring peak runoff rate or runoff volume controls more strict than standard controls shall not qualify for this exemption. o A threshold discharge area is an on-site area which drains to a single natural discharge location or multiple natural discharge locations that combine within 1/4-mile downstream. o The equivalent area is the area tributary to the receiving water body equal to or less than the shortest, straight . : line distance from the discharge point from the receiving water body (or regional facility) to the furthermost • .; -- , point of the proposed development. its 1.2.3-5 11/94 APPENDIX C Water Quality Swale Calculations , Preliminary Bio-Swale Sizing Worksheet for Trapezoidal Channel Project Description Project File c:\haestad\projects\98244.fm2 Worksheet , AutoNation-USA Flow Element Trapezoidal Channel Method Manning's Formula Solve For Bottom Width Input Data ' Mannings Coefficient 0.030 us6 Ac..-NAA. rl vek-wC SING. 6 e,`pswgL..0 Channel Slope 0.005000 ft/ft 4atu.. %C yrceLL. mAt4 et *ram Depth 0.33 ft Left Side Slope 3.000000 H : V > Acrk-)A SLaPE ot= SwALE Right Side Slope 3.000000 H : V ot Discharge 2.80 cfs C— )bo y K I Zy ii . S'ibl�M €V i.LT i-u( . �,�1 ( ' _ Z. - C• eY) Results Bottom Width 4.71 KSQ.A t741►T, vut011-k Flow Area ; 1.88 ft2 Wetted Perimeter 6.80 ft Top Width 6.69 ft Critical Depth 0.21 ft Critical Slope 0.023184 ft/ft Velocity 1.49 ft/s < (•S fps Velocity Head 0.03 ft Specific Energy 0.36 ft Froude Number 0.49 Flow is subcritical. 09/02/98 FlowMaster v5.15 11:29:27 AM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 Preliminary Bio-Swale Sizing Worksheet for Trapezoidal Channel Project Description Project File c:\haestad\projects\98244.fm2 Worksheet AutoNation-USA Flow Element: Trapezoidal Channel Method Manning's Formula Solve For Channel Depth • Input Data Mannings Coefficient 0.030 Channel Slope 0.005000 ft/ft Left Side Slope 3.000000 H :V Right Side Slope 3.000000 H :V Bottom Width' 8.00 ft Discharge 2.80 cfs Results Depth 0.25 ft Flow Area 2.16 ft2 Wetted Perimeter 9.56 ft Top Width 9.48 ft Critical Depth 0.15 ft Critical Slope 0.025133 ft/ft Velocity 1.30 ft/s Velocity Head 0.03 ft Specific Energy 0.27 ft Froude Number 0.48 Flow is subcritical. I i Ill 09/02/98 FlowMaster v5.15 11:37:44 AM : Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 � I Basin B Worksheet for Trapezoidal Channel II Project Description Project File , c:\haestad\projects\98244.fm2 Worksheet , Preliminary Bio-Swale Sizing Flow Element, Trapezoidal Channel Method Manning's Formula Solve For Bottom Width Input Data Mannin s Coefficient 0.030 #516 SwAuys w1t� BE MA,it.l f.lcrp �� P of 14 g Wmaw;(LL1t}C. St(C• .'. us6 ticNPri n` vocZuc Channel Slope 0.005000 ft/ft < Artm44.1%15 Depth 0.25 ft Left Side Slope 3.000000 H : V St-wpc= u►` s vJA.w°. Right Side Slope 3.000000 H : V Discharge 1.40 cfs = er-12.1 t1(L. \^i(a stw...etic 1 Results Bottom Width 3.76 ft 4 -- sesa.tRt'l vAtGT11' Flow Area , 1.13 ft2 Wetted Perimeter 5.34 ft Top Width 5.26 ft Critical Depth 0.16 ft Critical Slope 0.025600 ft/ft Velocity 1.24 ft/s < 1.5 'FI? Velocity Head 0.02 ft Specific Energy 0.27 ft Froude Number 0.47 Flow is subcritical. 09/02/98 FlowMaster v5.15 11:17:19 AM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 Conveyance Capacity Worksheet for Trapezoidal Channel Project Description Project File c:\haestad\projects\98244.fm2 Worksheet Preliminary Bio-Swale Sizing Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Channel Slope 0.005000 ft/ft Left Side Slope 3.000000 H : V Right Side Slope 3.000000 H : V Bottom Width 8.00 ft Discharge 14.72 cfs — Ipa .j(ZI��E SIGs.! S1b O E,/t—t.,i F,(L -1kt C—►4TIltE S i1t I Results Depth 0.65 ft Flow Area 6.41 ft2 Wetted Perimeter 12.08 ft Top Width 11.87 ft Critical Depth 0.45 ft Critical Slope 0.018281 ft/ft Velocity 2.30 ft/s 5 pS Velocity Head 0.08 ft Specific Energy 0.73 ft Froude Number 0.55 Flow is subcritical. 09/02/98 FlowMaster v5.15 11:22:00 AM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL , 1.3.5 SPECIAL REQUIREMENT #5: SPECIAL WATER QUALITY CONTROLS Threshold Requirement IF any, threshold discharge area" of THEN the threshold discharge area" the proposed project contains more shall have a wetpond meeting the than 1, acre of new impervious standards described below employed surface that will be subject to (in addition to peak rate control vehictllar use or storage of chemicals requirements) to treat a project's and: runoff prior to discharge from the site. A wetvault or water quality swale, as (a) proposes direct discharge of described below, may be used when a runoff to a regional facility, wetpond is not feasible because of receiving water, lake, wetland, or physical site constraints or impacts to closed depression without on-site sensitive areas. ,• peak rate runoff control; OR • (b) proposes discharge of runoff through overland flow or on-site infiltration into a Class 1 or 2 stream, or Class 1 wetland, within one mile radius downstream from the project site. Wetponds or Wetvault Wetponds and Wetvaults contain a permanent pool of water depending on the frequency an d quantity of inflow, and (for Wetponds) the rate of permeability of the underlying soil. The Wetponds and Wetvaults fill with the initial onset of frequent storms such that the major portion of the volume of runoff.is treated. The principal mechanism of treatment is settlement due to establishment of calm conditions. In Wetponds treatment is enhanced by the mechanisms of biofiltration and biologic activity. The size (water surface area and volume) of the Wetpond or Wetvaults shall be determined as follows: (1) The design water surface area in the Wetpond or Wetvault shall be a minimum of one percent of the impervious surface area in the drainage sub-basin contributing to the facility. (2) The design volume of the Wetpond or Wetvault shall be a minimum of the total volume of runoff (see Chapter 3: Hydrologic Analysis) from the tributary sub-basin proposed developed conditions using a water quality design storm event having a total precipitation (Pt-wq), where Pt-wq is one-third of the two-year, 24-hour total precipitation (P2/3, P2 is obtained from Figure 3.5.1 C). This water quality design storm event approximates the runoff from the mean annual storm event. Other design criteria are found in Section 4.6.2. • " A threshold discharge area is an on-site area which drains to a single natural discharge location or multiple'natural discharge locations that combine within 1/4-mile downstream. *.1 1.3.5-1 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN `1ANUAL Quality Q y Swale • Water Quality Swales treat runoff by acting as filters for the runoff from frequent storms. The principal mechanism of treatment is slowing of particles to which pollutants are attached allowing them'to settle out. This treatment is enhanced by the "taking-up" of the dissolved fraction of pollutants by the vegetation. The Water Quality Swale shall be designed based on the following criteria: (1) The Water Quality Swale width and profile must be designed to convey the peak runoff for the 2-year, 24-hour design storm event for the tributary sub-basin proposed developed conditions at a maximum design depth of 0.25 foot and maximum design velocity of 1.5 foot per second, designed using a Mannings "n" value of 0.35, having minimum of 3:1 side slopes, and providing a minimum of one foot of freeboard above the design water surface. (2) Above the peak runoff for the 2-year, 24-hour duration design storm event for the proposed developed conditions, runoff must bypass the Water Quality Swale in a separate conveyance to the point of discharge. A mechanism must be provided at the bypass point to allow the water quality swale to be manually taken "off-line" for maintenance and repair. (3) The design length of the Water Quality Swale shall be 200 feet for each 5 acres of impervious surface subject to vehicular use or storage of chemicals in the tributary drainage sub-basin. Hydraulic analysis and design standards for Wetponds and Wetvaults, and Water Quality Swales can be found in Section 4.6 of Chapter 4: Hydraulic Analysis and Design. 1.3.5- 11/92 2_ STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table III-2.8 - Values of the Roughness Coefficient, "n" rType of Channel ' Manning's Type of Channel ' Manning s and Description 'n' and Description 'n•. (Normal) (Normal) A. Constructed Channels 6. Sluggish reaches, weedy 0.070 a. Earth. straight and uniform deep pools 1. Clean, recently completed 0.018 7. Very weedy reaches, deep 0.100 • 2. Gravel, uniform section, 0.025 pools, or floodways with clean heavy stand of timber and 3. With short grass, few 0.027 underbrush weeds b. Mountain streams, no vegetation I b. Earth, winding and sluggish 0.025 in channel, banks usually steep, 1. No vegetation 0.025 trees and brush along banks ' .L ,;rass, some weeds 0.030 • submerged at high stages tense weeds or aquatic I 1 . 1. Bottom: gravel, cobbles, and I 0.040 plants in deep channels 0.035 I few boulders 4. Earth bottom and rubble 2. Bottom: cobbles with large ' 0.050 *ies 0.030 I boulders 5. Stony bottom and weedy B-2 Flood plains banks 0.035 a. Pasture, no brush 6. Cobble bottom and clean 1. Short grass 0.030 sides 0.040 2. High grass 0.035 c. Rock lined b. Cultivated areas 1. Smooth and uniform 0.035 1. No crop 0.030 2. jagged and irregular 0.040 2. Mature row crops 0.035 d. Channels not maintained, 3. Mature field crops 0.040 weeds and brush uncut c. Brush 1. Dense weeds, high as flow 1. Scattered brush, heavy 0.050 depth 0.080 weeds 2. Clean bottom, brush on 2. Light brush and trees 0.060 sides 0.050 3. Medium to dense brush 0.070 3. Same, highest stage of 4. Heavy, dense brush 0.100 flow 0.070 d. Trees 4. Dense brush, high stage 1. Dense willows, straight 0.150 B. Natural Streams 0.100 2. Cleared land with tree 0.040 3-1 Minor streams (top width at stumps, no sprouts flood stage < 100 ft.) 3. Same as above, but with 0.060 a. Streams on plain heavy growth of sprouts 1. C'ean, straight, full stage 4. Heavy stand of timber, a few 0.100 no rifts or deep pools 0.030 down trees, little 2. Same as above, but more undergrowth, flood stage , stones and weeds 0.035 below branches 'lean, 'i ina!nc. come 5. Same as above, but wrth 0 120 cools and shoals 0.040 flood stage reaching 4. Same as above, but some branches ' weeds 0.040 5. Same as 4, but more • stones 0.050 i • Note, these 'n' values are 'normal' values for use in analysis of channels. For conservative design for channel capacity the 'maximum' values listed in other references should be considered. For channel bank stability the minimum values mould be considered. III-2-50 FEBRUARY, 1992 ' . APPENDIX D Conveyance System Analysis Conveyance Analysis Worksheet for Circular Channel Project Description_ _ Project File c:\haestad\projects\98244.fm2 Worksheet 15" Diameter Storm Pipe Flow Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.012 Channel Slope 0.005000 ft/ft Depth 1.25 ft Diameter 15.00 in Results Discharge 4.95 cfs Flow Area ' 1.23 ft2 Wetted Perimeter 3.93 ft Top Width 0.33e-7 ft Critical Depth 0.90 ft Percent Full 100.00 Critical Slope 0.006598 ft/ft Velocity 4.03 ft/s Velocity Head 0.25 • ft Specific Energy 1.50 ft Froude Number 0.12e-3 Maximum Discharge 5.32 cfs Full Flow Capacity 4.95 cfs Full Flow Slope 0.005000 ft/ft Flow is subcritical. 09/16/98 FlowMaster v5.15 07:29:11 AM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 Conveyance Analysis Worksheet for Circular Channel Project Description Project File' c:\haestad\projects\98244.fm2 Worksheet 12" Diameter Storm Pipe Flow Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.012 Channel Slope 0.005000 ft/ft Depth 1.00 ft Diameter 12.00 in Results Discharge 2.73 cfs Flow Area ' 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.3e-7 ft Critical Depth 0.71 ft Percent Full 100.00 Critical Slope' 0.006918 ft/ft Velocity 3.47 ft/s Velocity Head - 0.19 ft Specific Energy 1.19 ft Froude Number 0.12e-3 Maximum Discharge 2.94 cfs Full Flow Capacity 2.73 cfs Full Flow Slope 0.005000 ft/ft Flow is subcritical. 09/16/98 FlowMaster v5.15 07:28:04 AM Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 APPENDIX E Conceptual Site Plan . .. . . . . •, -,, .. . . 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M ,......,_ 0-1 S' .t/..";...////''I/ ''''ll/d/r1/7,17//PI i • --1 7(2 i..... 8_V, f:....lsg.85.• 11 /.- /// .iii PIM/,1/414'.1/1.-- •',- ". illt ..1 x- . wgioT.FR I,/ ••7 (/"...(/..../fi p)11;;.,fvf,.q/ ., . / . . ...... .• ,; •, - ›,:-.4 .i r, y.Ac .i.4g 1E g § - .. If) 2u.,,,, p.... 0 g r'i.P 1 , I ' , 1 j•i: .I.!It!,„.41,/ .=I. . . 3. IN A1 li : i li ii • iiii;Pilir;' -1 R • A sr •/14 IT rl m /1 I 1 1 I/!/ 1/1/,2.ir,i0y,//„',..;?././/z c)to .. g... z g rti el I ,.e 2 /1 I i i//1/il,.4%,/."0 - • kr • , . . r- 0 :81/ > z Pi m 1 f-./.7"// /,..., ,.... 0 ..„.-------iiK, ,., , , I I ,if i/. • ..1&-r...... 1' 11 ' Libb r 1 • \ r v , „ „./.. ,.,...,... i \ 1 gx I' / - •----.. . .. ---• PI rii If_ ‘.‘r .. , . qe - 151 ,SA-1-1, V4-1 I I (9) Pentec . '74'7L1Ma of,A4 EN TA L 7 r, _ jj ELOF - CITY CF SEP 25 1998 IR17--C7VPD AutoNation - Renton, Washington Revised Wetland Delineation Report Prepared for: Staubuch Retail Services Prepared by: Pentec Environmental, Inc. Project No. 362-002 120 Third Avenue S, Suite 110 Edmonds, WA 98020 RECEIVED (425) 775-4682 KPFF SEATTLE DST: August 25, 1998 G.) (75, C_O CO FILE AutoNation — Renton, Washington Revised Wetland Delineation Report Prepared for: Staubuch Retail Services 2030 Main Street, Suite 350 Irvine, CA 92614 Prepared by: Pentec Environmental, Inc. Project No. 362-002 120 Third Avenue S, Suite 110 Edmonds, WA 98020 (425) 775-4682 August 25, 1998 I ' 1 , AUTONATION — RENTON, WASHINGTON WETLAND DELINEATION EXECUTIVE SUMMARY r -, On July 2, 1998, Pentec Environmental, Inc. (Pentec), conducted an investigation to determine the presence and extent of wetlands on a 20.23-acre site in the City of Renton in King • County,Washington. Wetland boundaries were delineated using the routine on-site method of the US Army Corps of Engineers (Corps) Wetland Delineation Manual (Corps 1987). One wetland and one stream were found on the project site. According to the City of Renton Code, the wetland is a Category 2 wetland and requires a 50-ft buffer. In addition, a stream(an unnamed tributary to Rolling Hills Creek) traverses the site. According to the City of Renton's Clearing and Tree Cutting Ordinance, streams typically require a 25-ft buffer of undisturbed native vegetation extending from the top of bank. This stream also would be regulated as a Water of the United States by the Corps. • August 25, 1998 Pentec 00362\002\wetdel_r_v2.doc:sma page ii TABLE OF CONTENTS Executive Summary ii Introduction .1 Site Description 1 Methods 3 Wetland Delineation 3 Wetland Rating 3 Results 4 Wetland A 4 Adjacent Upland 5 Stream A 5 Wetland and Stream Categories 8 Priority Habitats and Species Evaluation 9 References 10 Appendices A—Field Data Sheets B—Methods of Determining Wetland Characteristics and Classification August 25, 1998 Pentec 00362\002\wetdel_r_v2.doc:sma page iii LIST OF FIGURES Figure 1 Site vicinity'map 2 Figure 2 Wetland map. 7 LIST OF TABLES Table 1 Plant species found on the project site. 4 Table 2 Wetland and stream classification. 8 • August 25, 1998 Pentec 00362\002\wetdel_r_v2.doc:sma page iv INTRODUCTION On July 2, 1998, Pentec conducted an investigation to determine the presence and extent of wetlands on the 20.23-acre AutoNation site,located in Township 23 North, Range 5 East, SW'A Section 17, NE 'A Section 19, and NW 'A Section 20 in the City of Renton, King County, Washington. This report documents the work performed, identifies wetland locations and boundaries, and describes the characteristics of the wetlands. SITE DESCRIPTION The AutoNation site is located northwest of Interstate 405 in the City of Renton, bordered on the west edge by Talbot Road and by Grady Way on the north (Figure 1). Benson Road S sits atop a.steep bank to the east. A portion of the site is developed and includes a Puget Sound Energy Maintenance and Storage Facility that consists of buildings, a storage yard, and a parking area surrounded by a cyclone fence. The remaining section in the southernmost area of the site is undeveloped and contains the wetlands included in the delineation. The topography is level to the north,and west and dips in the south down below the road level to form a basin containing the wetlands. Urban land, soil that has been modified by disturbance of the natural layers with additions of fill material,is mapped on the site (Synder et al. 1973). Urban land is not listed as hydric (US Department of Agriculture Soil Conservation Service 1991). Soil pits examined in the wetland and adjacent upland, however, were in undisturbed native soil (see Field Data Sheets, Appendix A). The soil looked intact where vegetated and there was no indication of fill material. August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 1 -it k\1 1� ti: �:',44.- ..,.: i t t 0 ii i...� i I 'r Ili it . E "'" / ,:....... • *,;...-i' .\-_ \ ;ice _.j .1 \ t'.r . . )1 ,,„ ','E a• BM ,r-„' -- ,k0-„,4 ; •t*N.:7.1 -- l' d. \ Pt: a: -- -- . :".' - ' t.:::: I ( l' * ,> V _ y •�__.' l ''rj_. , /.),?-y4 i Mtn ' • .: ... }%1 , park,t \„.i. .-. '-i;.-.� _ ti 'I >;� • •r e•,{Sc �"a'€ ,` i ry., %.„, �v-:;--..._ , , `'^ �': f. r'`"R,4bAs f"(1" r- �.r� /' i I1 Project Location f---- i °h' y=s�11`f9,_,..,,:; '�" , `s,,,,1 •.,` f.,,, r , ' l A .•R ' r 13 . -4•.:3 '' - L`. r oat lir: .N...--,, ,.:,—___ ,i-7\sii •,:ii -_•1 -..\ -,.._ E C i i „c ; t ,...PFOW: !I ir- :„.111,v,,,,3.-: _. .... i. •,. / • �q..:> mot= MAN y gURt- # ttglI } l t �3 SPosa1a! JLr:-� d1+r> i{ , S ( ( 1 Sv ?, -. ..11: `.' ..fit s,' ,i', ' it tip. _t4 • '` • :Ira -! • rr,,t- 4 , r+Ii'\3 i S, L� a\ yrY; .",•• %....---•.`-*, Z.112\ I (I 't:8..... •:tta 4' 1:4_H ^l -'�� ; r, ,` : A\;' {iBBCte$;T ra \ 1 4.. �1• :, yt I `,,.47.1. I dp crr •Ai , 7c7 P' 251Vili II LT bL7 servoir t .f.,.i w fl °i • 'Z . , ,,, .,,,IP'.; ( / (''''' ''''''"''''r' '''‘'. ,,,:k - 4 (1,• PSMY �Eley . , , , _ 4 • •-1 1, \ , Map prepared from USDO1 National Wetland Inventory APPROXIMATE SCALE IN FEET miono 7.5 Minute Quadrangle 0 _ 1000• 2000• 4000• Renton, Washington Pentee Auto Nation Wetland Delineation Figure 1 Pentec Environmental,Inc. g Edmonds,Washington 98020 Renton,Washington ENVIRONMENTAL (425)775-4682 for Staubuch R.S. Site Vicinity Map 7/30/98 fig_1.FH7 AutoNation Wetland Delineation Report Pentec METHODS WETLAND DELINEATION Pentec delineates wetlands based on best professional judgment, existing site conditions during field analysis, and information provided by the client. Wetland boundaries were delineated using the routine on-site method described by the Corps (Corps 1987) to comply with King County and federal regulations. The Corps requires that the following three characteristics be present for an area to be identified as a wetland: (1) hydrophytic vegetation, (2) hydric` soil, and (3) wetland hydrology. The methods used to determine the presence of each characteristic are described in Appendix B. Delineated and surveyed wetland boundaries are subject to verification and approval by jurisdictional agencies. Other documents reviewed include the following: • Soil survey of King County area (Snyder et al. 1973). • Sensitive areas folio maps in the King County stream and wetlands survey map atlas (King County Environmental Division 1990). WETLAND RATING The City of Renton wetland rating system (Renton City Code [RCC] Ordinance Number 4346), Section 4-32-3 D) classifies wetlands into three categories based on their features. Category 1 wetlands are wetlands of 2,200 ft2 or larger and are considered to be the highest quality, or most unique, or contain threatened or endangered species. Category 2 wetlands are "high quality wetlands" of 2,200 ft2 or larger, or located at the headwaters of a watercourse, or contain valuable habitat. Category 3 wetlands are greater than 5,000 ft2 and are "severely disturbed" or"newly emerging," or not classified as Category 1 or 2. August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 3 AutoNation Wetland Delineation Report Pentec RESULTS One wetland, Wetland A, was delineated on the site (Figure 2). The wetland contains primarily emergent and scrub-shrub areas with patches of black cottonwood and red alder forest. A stream flows along the eastern edge of the Puget Sound Energy yard. It flows southwest between the wetland and the Puget Sound Energy facility to a culvert that conveys flows under Talbot Road. Through much of its length on the site, the channel is contained in a concrete raceway. WETLAND A Wetland A (0.84 acres) contains three vegetation classes, palustrine emergent persistent, scrub-shrub,and palustrine broad-leaved deciduous forested. The wetland boundary generally follows the toe of slope to the east and the toe of the road or the concrete raceway of the stream. In general, soils were saturated to the surface. Some areas contained more than 4 inches of standing water at the time of this investigation on July 2, 1998. The dominant vegetation includes soft rush, cattail,and pepperweed. Wetland soils are a dark olive gray muck (5Y 3/2) in the top 12 inches and very dark gray sandy loam (10YR 3/1) in the bottom 12 to 18 inches. The vegetation bordering the stream in the northern forested portion of the wetland includes Sitka willow,skunk cabbage, and salmonberry,with alder and black cottonwood. Wetland A met the criteria for hydrophytic vegetation,hydric soils, and wetland hydrology. The field data sheets are provided in Appendix A. Plant species found on the project site and their wetland indicator statuses are listed in Table 1. Table 1 Plant species found on the project site. • Cover Class Common Name Scientific Name Wetland Indicator Status Trees black cottonwood Populus balsamifera ssp. FAC trichocarpa red alder Alnus rubra FAC Shrubs Himalayan blackberry Rubus discolor FACU redstem dogwood Corpus stolonifera FACW salmonberry Rubus spectabilis FAC+ willow Salix sp. FAC August 25,1998 00362\002\wetdel_r_v2.doc:sma page 4 AutoNation Wetland Delineation Report Pentec Table 1 ' Continued. Cover Class Common Name Scientific Name Wetland Indicator Status Herbs cattail Typha latifolia OBL horsetail Equisetum arvense FAC lady fern Athyrium filix-femina FAC+ mannagrass Glyceria sp. OBL pepperweed Polygonum hydropiper OBL reed canarygrass Phalaris arundinacea FACW skunk cabbage Lysichiton americanus OBL small-fruited bulrush Scirpus microcarpus OBL + A plus (+)sign or minus (-)sign is used with the facultative indicator categories to more specifically define the regional frequency of occurrence in wetlands. The+indicates a more frequent occurrence. * An asterisk(*) identifies a tentative assignment based on limited information. ADJACENT UPLAND The upland around the wetland has vegetation that is characteristic of upland conditions. Himalayan blackberry and reed canarygrass are the dominant vegetation in the upland along the property edge bordered by road beds. The soils are dark brown sandy loam (10YR 3/3) in the top 6 inches and brown sandy loam,(10YR 4/3) with a few fine, distinct mottles (7.5YR 4/4) in the layer 6 to 18 inches deep. The soil contained pockets of sand, was dry to the touch, and water was not observed in soil pits. STREAM A Stream A is located along edge of the Puget Sound Energy yard on the east and south sides. An unnamed tributary of Roiling Hills Creek, it flows southwest in a concrete raceway approximately 4 ft wide x 3 ft deep through most of the site, with about 100 ft of open bed before it enters a culvert under Talbot Road. Where the stream is in the concrete raceway, surface water flow is isolated from the wetland. Despite the historic alterations that have been made to this tributary, it is considered a stream, according to officials with the City of Renton (Straka, R., City of Renton Surface Water Utilities, pers. comm. 1998; Huerter,J., City of Renton Development Services, pers. comm. 1998). In addition, it would be considered a Water of the United States by the Corps because the source of the stream is a natural spring on the hillside. - During the July 2, 1998,investigation, the open streambed had a water depth of 2 to 8 inches in a channel 5 ft wide. Iron bacteria covered the gravels and cobbles in the open-channel section; August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 5 AutoNation Wetland Delineation Report Pentec iron bacteria are often associated with groundwater discharges. Flow from the spring appears to be perennial. August 25, 1998 1 00362\002\wetdel_r_v2.doc:sma page 6 . Puget Sound Energy — GO O oi• r cc\° PQ : 'J • 0 ::`;/ Wetland "A" (0.84 Acres) 1 0 m J APPROXIMATE SCALE IN FEET 0' 100' 200' 400' Figure 2 Auto Nation Wetland Delineation Fi 9 me/� Penton ErntronmeMel,Inc. v Edmonds,WA98020 Renton, Washington ENVIRONMENTAL (425)775-4682 Wetland map. for Staubach R.S. 7/29/98 Fig_2.DWG AutoNation Wetland Delineation Report Pentec WETLAND AND STREAM CATEGORIES According to RCC 1998, Chapter 4-32-3, Wetland A is a Category 2 wetland because it is greater than 2,200 ft2 in size, having minimum existing evidence of human-related physical alteration. Category 2 wetlands require a 50-ft buffer of undisturbed vegetation. However, the City of Renton Development Services, which reviews proposed developments and implements the environmental regulations,determines buffer requirements on a case-by-case basis. No fish were observed on the June 28, 1998, investigation, but no electrofishing was conducted and it is uncertain whether there is fish use (salmonids) downstream. Stream A is not shown on the King County Sensitive Areas Map Folio (King County Environmental Division 1990) however, the City of Renton Development Services sensitive areas maps do shown Stream A. The RCC 1998, Chapter 4-9-13 and the City of Renton's Clearing and Tree Cutting Ordinance, typically require a 25-ft buffer of undisturbed native vegetation extending from the top of the bank. Where the stream runs along the wetland, the 25-ft buffer is contained within the 50-ft wetland buffer. The city does not classify streams and all streams require the same size buffer. Again, however, the City of Renton Development Services determines buffer requirements on a case-by-case basis. Wetland and stream classifications are summarized in Table 2. Table 2 Wetland and stream classification. Wetland or • Required buffer Stream Class' Category2 width (ft) Comments Wetland A Palustrine emergent 2 50 Emergent pond with willow edge; northern portion contains Palustrine forested red-osier dogwood, willow and red alder, and black cottonwood forest Stream A Not applicable 25 Flows through concrete raceway with 100-ft open bed 1 Cowardin et al. 1979. 2 RCC 1998 August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 8 AutoNation Wetland Delineation Report Pentec PRIORITY HABITATS AND SPECIES EVALUATION Information regarding federally and state-listed plants and animals was obtained from the Washington State Department of Fish and Wildlife (WDFW) Priority Habitat and Species Program database and from the Washington State Department of Natural Resources (DNR) Natural Heritage Program database. WDFW's database includes known occurrences of " federally 'and state-listed threatened, endangered, and priority species of animals. DNR's database lists federally and state-listed threatened or endangered plants. No listed animal or plant sensitive species, or high-quality ecosystems exist in the vicinity of the AutoNation site. • August 25, 1998 00362\002\wetdel_r_v2.doc:sma / page 9 AutoNation Wetland Delineation Report Pentec REFERENCES Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deepwater habitats of the United States. Publication FWS/OBS-79/31,US Fish and Wildlife Service,Office of Biological Services,Washington, DC. King County Environmental Division. 1990. Sensitive, areas map folio. King County Environmental Section, Parks and Recreation Division,Bellevue,Washington. Synder, D.E., P.S. Gale, and F.R. Pringle. 1973. Soil survey of King County area, Washington. National Cooperative Soil Survey,US Department of Agriculture Soil Conservation Service, Washington,DC. US Army Corps of Engineers (Corps). 1987. Corps of Engineers wetlands delineation manual. Technical Report Y-87-1,US Army Corps of Engineers Environmental Laboratory, Waterways Experiment Station,Vicksburg,Mississippi. US Department of Agriculture Soil Conservation Service (SCS). 1991. Hydric soils of the United States, National Technical Committee for hydric soils, Miscellaneous Publication 1491,Lincoln,Nebraska. August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 10 '1 1 1 1 --1 ',.•77,10‘.:::'. ,. .... • -.,..'.. .4;•• • 1 -1 -.44 ';' stiPi.'. .., ,— ' -,'';•(..'". . '•-••(.-. , 1 , ;0.,.—'.••• , ':;:;•''''• 5. . . :•0 .., .. . . .. '-I Appendix Field DataA- Sheets ., .. ....,..... . ..,..„ .4:.. . 4..:". - ••••?., ., _ .7..-',-.,,,.... . • '-i,???',, .- ......... ,k., .:... . ..,., ....t . 1 1 •-, '!: „,...• ,.,-,.,:i t . ,-- - . ' .-:,'S.'._ ,0; PENTEC WETLAND DELINEATION DATAFORM Project Location: Renton, WA Date: 7/2/98 Project/Plot ID: 362-002-1 Plot in or near Wetland: S-9F11 Plot in: Upland Plot ID: sp-1 SITE INFORMATION Project Name: AutoNation Applicant/Owner: Pentec Number: 362-002 County: King State: WA Investigators: SL, SA Site comments: Upland near stream, west side of site Normal Circumstances © If no explain Atypical Situation ❑ If yes explain Problem Area ❑ If yes explain VEGETATION Dominant Scientific Name Common Name Stratum WIS Cover Phalaris arundinacea Reed Canarygrass Herb FACW 0.9 Alnus rubra Red Alder Tree FAC 0.45 Populus(Balsa trichocarpa Black Cottonwood Tree FAC 0.2 Rubus discolor(procer Himalayan Blackberry Shrub FACU 0.15 Salix lasiandra (lucid Pacific Willow Shrub FACW 0.05 Hydrophytic (Wetland)Vegetation Indices RoutineTest (% of Dominants OBL, FACW and FAC): 7S -% FAC Neutral Test: (% of Dominants OBL and FACW): 40 % Prevalence Index(Below 3.00 is a wetland plant community): 2.54 Hydrophytic (Wetland)Vegetation Present Rationale for hydrophytic determination: 75%of dominant vegetation FAC, or FACW SOILS SCS Mapped Soil Series and Phase: Listed hydric soil 0 Confirmed mapped soil type Soil Profile Hoizon Depth (in.) Matrix Color Mottle Color Texture 6 10YR 3/3 none Sandy loam 18 10YR 4/3 7.5YR4/4 Sandy loam PENTEC WETLAND DELINEATION DATAFORM Project Location: Renton, WA Date: 7/2/98 Project/Plot ID: 362-002-1 Plot in or near Wetland: S-9 Plot in: Upland Plot ID: sp-1 Hydric Soil Indicators ❑ Mottling in a low chroma matrix ❑ Gleyed or low chroma soils Histisol Histic epipedon ❑ Concretions ❑ Sandy soil with high organic content ❑ Sandy soils with organic streaking 0 Hydric Soil Rationale for hydric soil determination: Hydric soil not present. HYDROLOGY 0 Growing Season Growing/Non-growing Season determined by the following 0 March 1st to October 31st ❑ NRCS/SCS Data ❑ Observed Plant Growth Primary Hydrologic Indicators Surface Water Depth: 0 inches Depth to Free Standing Water: greater than 18 inches Secondary Hydrologic Indicators ❑ Water Marks El Drift Lines ❑ Sediment Deposits © Wetland Drainage Pattern ❑ Oxidized Root Channels ❑ Water Stained Leaves ❑ Wetland Hydrology Rationale for wetland hydrology determination: Soil dry to moist, lacking indicators of wetland h ydro/oy y { WETLAND DETERMINATION ▪ Hydrophytic Vegetation El Hydric Soil ❑ Wetland Hydrology El Wetland Plot in: Upland Rationale for determination: Hydric soils and wetland hydrology criteria not met PENTEC WETLAND DELINEATION DATAFORM Project Location: Renton, WA Date: 7/2/98 Project/Plot ID: 362-002-2 Plot in or near.Wetland: R-9 F1q Plot in: Wetland Plot ID: sp-2 SITE INFORMATION i Project Name: AutoNation Applicant/Owner: Pentec Number: 362-002 County: King State: WA Investigators: SA, SL Site comments:South side of site Normal Circumstances ©, If no explain Atypical Situation El If yes explain Problem Area El If yes explain VEGETATION Dominant Scientific Name Common.Name Stratum WIS Cover El Polygonum hydropiper pepperweed Herb OBL 0.6 Typha latifolia Broad-leaved Cattail Herb OBL 0.4 Hydrophytic (Wetland)Vegetation Indices RoutineTest (% of Dominants,OBL, FACW and FAC): 100 % FAC Neutral Test: (% of Dominants OBL and FACW): 100 % Prevalence Index(Below 3.00 is a wetland plant community): 0.40 Hydrophytic (Wetland)Vegetation Present Rationale for hydrophytic determination: Dominant vegetation FAC, FACW, or OBL. SOILS SCS Mapped Soil Series and Phase: ❑ Listed hydric soil ❑ Confirmed mapped soil type Soil Profile Hoizon Depth (in.) Matrix Color Mottle Color Texture 12 5Y 3/2 Muck 18 10YR 3/1 Sandy loam PENTEC WETLAND DELINEATION DATAFORM Project Location: Renton, WA Date: 7/2/98 Project/Plot ID: 362-002-2 Plot in or near Wetland: R-9 Plot in: Wetland Plot ID: sp-2 Hydric Soil Indicators ❑ Mottling in a low chroma matrix ❑d Gleyed or low chroma soils • Histisol Histic epipedon ❑ Concretions O Sandy soil with high organic content ❑ Sandy soils with organic streaking Hydric Soil Rationale for hydric soil determination: Gleying&accumulation of organic matter positive inI/Ca1W o f Ay dr,'t s e;!s 1 HYDROLOGY © Growing Season Growing/Non-growing Season determined by the following March 1st to October 31st NRCS/SCS Data ❑ Observed Plant Growth Primary Hydrologic Indicators Surface Water Depth: 4 inches Depth to Free Standing Water: at surface incho& Secondary Hydrologic Indicators ❑� Water Marks ❑ Drift Lines ❑ Sediment Deposits © Wetland Drainage Pattern ❑ Oxidized Root Channels Water Stained Leaves ❑� Wetland Hydrology Rationale for wetland hydrology determination: There are several positive indicators of wetland hydi . WETLAND DETERMINATION ❑� Hydrophytic Vegetation 0 Hydric Soil 0 Wetland Hydrology O Wetland Plot in: Wetland Rationale for determination: All three jurisdictional wetland criteria were met. Cz a; . 4'yry� 3 & r�•fir' } x I "t Rf Appendix B— Methods of Determining Wetland Characteristics . and Classification s � A Q..„ APPENDIX B METHODS OF DETERMINING WETLAND CHARACTERISTICS AND CLASSIFICATION WETLAND CHARACTERISTICS The US Army Corps of Engineers (1987)requires that the following three characteristics be present for an area to be identified as a wetland: (1) hydrophytic vegetation, (2) hydric soil, and (3) wetland hydrology. The following subsections detail the methods we used to determine whether these characteristics are present on site. Hydrophytic Vegetation To determine whether an area has hydrophytic vegetation, the dominant plant species are identified. Dominant plants typically are those with greater than 20 percent cover. Reed (1991) and Reed et al. (1993) have evaluated many plant species common in western Washington, and have assigned a wetland indicator status to each based on the species' probability of occurring in wetlands (Table 1). A plant community dominated by species commonly found in wetlands (OBL,FACW, and FAC) meets the criteria for hydrophytic vegetation. Plants are identified in this report by their common and scientific names as found in Hitchcock and Cronquist(1994). Table 1 Key to wetland indicator status. Code Wetland Indicator Status Probability of Occurrence in Wetland OBL Obligate wetland species >99 percent FACW Facultative wet 67 to 99 percent FAC Facultative 34 to 66 percent FACU Facultative upland 1 to 33 percent UPL Obligate upland < 1 percent August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 1 • Appendix B Pentec Hydric Soil To determine whether an area has hydric soil, test pits are dug and the soil color and other characteristics are examined. Soil in which any of the following indicators is present meets the criteria for hydric soil: • Low chroma. Soil with a low chroma (gray soil) typically develops when mineral soil is inundated; lack of oxygen reduces magnesium and iron compounds in the soil to a gray color. Soil colors are determined using a Munsell color chart (Kollmorgen•Corp.1995), which uses abbreviations to describe colors; e.g., 10YR 2/1. In the abbreviation, the last number indicates the chroma;a chroma of 1 or 0 is considered low. • Mottles. In seasonally saturated wetlands, fluctuating water levels can trap air bubbles in the soil. The air pockets allow magnesium and iron compounds in the soil to oxidize, forming rust-colored mottles (spots or blotches). Mottles found in soil with a chroma of 2 or less indicate the soil is hydric. High organic content. Deep!organic soils form if inundation prevents decomposition and organic debris accumulates. Organic content is considered high if the soil is composed of more than half organic material (by weight) in the upper 32 inches of the soil profile. Wetland Hydrology To determine whether an area has wetland hydrology, the area is examined for inundation, soil saturation, or shallow groundwater tables, or for hydrologic indicators. An area in which soils are saturated to the surface for at least one continuous week during the growing season (March 1 to October 31) meets the criteria for wetland hydrology;however, seasonal changes in water levels and immediacy of precipitation events must be considered when an area's hydrology is evaluated. When wetland hydrology is'not present at the time of the site visit, it can be inferred from the presence of any of the following hydrologic indicators: watermarks on vegetation, drift lines, sediment deposits, water-stained leaves, surface-scoured areas, wetland drainage patterns,or oxidized root channels. August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 2 Appendix B Pentec CLASSIFICATION Wetlands are classified according to Classification of Wetlands and Deepwater Habitats of - the United States (Cowardin et al. 1979). Under the Cowardin classification scheme, wetlands and deepwater habitats are grouped into systems based on shared hydrologic factors. The systems described in Cowardin et al. (1979) are palustrine, marine, estuarine, riverine, and lacustrine. The palustrine system includes all nontidal wetlands dominated by trees, shrubs, persistent emergents, mosses and lichens, and all such wetlands that occur in tidal areas where the salinity due to ocean-derived salts is below 5 parts per thousand (ppt). Wetlands included in the palustrine system are those commonly referred to as marshes, swamps, bogs, fens, prairies, seeps, and intermittent ponds. Palustrine wetlands are divided into classes by the dominant vegetation: Forested wetlands are dominated by trees greater than approximately 20 ft tall with 30 percent cover, scrub-shrub wetlands are dominated by woody shrubs, and emergent wetlands are dominated by nonwoody plants. REFERENCES Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deepwater habitats of the United States. Publication FWS/OBS-79/31, US Fish and Wildlife Service,Office of Biological Services,Washington,DC. Hitchcock, C.L., and A. Cronquist: 1994. Flora of the Pacific Northwest. University of Washington press,Seattle. Kollmorgen Corp. 1995. Munsell soil color charts. Kollmorgen'Corp., Baltimore,Maryland. Reed, P.B., Jr. 1991. List of plant species that occur in wetlands: Northwest (Region 9). Biological Report 88(26.9),US Fish arid Wildlife Service,Washington,DC. August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 3 Appendix B Pentec Reed, P.B., Jr., D. Peters, J. Goudzwaard, I. Lines, and F. Weinmann. 1993. Supplement to list of plant species that occur in wetlands: Northwest (Region 9). Supplement to Biological Report 88(26.9),US Fish and Wildlife Service,Washington,DC. US Army Corps of Engineers (Corps): 1987. Corps of Engineers wetlands delineation manual. Technical Report Y-87-1,US Army Corps of Engineers Environmental Laboratory, Waterways Experiment Station,Vicksburg,Mississippi. US Department of Agriculture Soil Conservation Service (SCS). 1991. Hydric soils of the United States, National Technical Committee for hydric soils, Miscellaneous'Publication 1491, Lincoln,Nebraska. August 25, 1998 00362\002\wetdel_r_v2.doc:sma page 4 JT Draft Report Geotechnical Investigation Proposed AutoNation USA Renton, Washington Prepared for: Mr. John Strautman AutoNation USA One Financial Plaza, Suite 1700 Fort Lauderdale, FL 33394 Prepared by: Kleinfelder Inc. 2405 140th Avenue,NE Suite A101 Bellevue, WA 98005 Phone: (425) 562-4200 Fax: (425) 562-4201 • August 26, 1998 Copyright 1998 Kleinfelder, Inc. All Rights Reserved This document was prepared for use only by the client,only for the purposes stated,and within a reasonable time from issuance.Non- commercial,educational and scientific use of this report by regulatory agencies is regarded as a"fair use"and not a violation of copyright. Regulatory agencies may make additional copies of this document for internal use.Copies may also be made available to the public as required by law.The reprint must acknowledge the copyright and indicate that permission to reprint has been,received. August 26 1998 Kleinfelder File No.: 60-1867-01 Mr. John Strautman AutoNation USA One Financial Plaza, Suite 1700 Fort Lauderdale, FL 33394 SUBJECT: Draft Geotechnical Investigation Report for the Proposed AutoNation USA in Renton,Washington Dear Mr. Strautman: We are pleased to submit four copies of our Draft Geotechnical Investigation Report for the Proposed AutoNation USA in Renton, Washington. The enclosed report describes the geotechnical investigation performed and presents our geotechnical recommendations for foundations, earthwork and pavement design. In summary, the site is suitable for the proposed development assuming that the foundation recommendations presented in this report are incorporated into the project design and plans. We recommend that the buildings planned for this development be supported on shallow spread • footing foundations in conjunction with geopiers. The shallow foundations should bear directly on compacted existing fill encountered in our test pits and borings. These and other geotechnical recommendations for design and construction of the proposed facility are discussed in the report. The conclusions and recommendations presented in the enclosed report are based on limited subsurface exploration and laboratory testing programs. Consequently, variations between anticipated and actual subsurface soil conditions may be found in localized areas during construction. If significant variation in the subsurface conditions are encountered during construction, Kleinfelder should review the recommendations presented herein and provide supplemental recommendations, if necessary. Additionally, design plans should also be reviewed by our office prior to their issuance for conformance with the general intent of our recommendations presented in the enclosed report. We appreciate the opportunity of providing our services to you on this project and trust this 60-186701/6018R125.DOC Page 1 of 2 Copyright 1998 Kleinfelder,Inc. E F report meets your needs at this time. If you have any questions concerning the information presented, please contact this office. • i Sincerely, KLEINFELDER, INC. Gary D. Beckham, PG Senior Engineering Geologist Interim Geotechnical Group Manager Robert L. Stephens, P.E. Senior Geotechnical Engineer RLS/GDB 60-186701/6018R125.DOC Page 2 of2 Copyright 1998 Kleinfelder,Inc. i I F GEOTECHNICAL INVESTIGATION REPORT PROPOSED AUTONATION USA RENTON,WASHINGTON TABLE OF CONTENTS Transmittal Letter Page 1.0 INTRODUCTION 1 1.1 Project Description 1 1.2 Purpose and Scope of Services 2 1.3 Authorization 2 2.0 GEOLOGY 2 2.1 Regional and Local Geology 2 2.2 Seismicity 2 3.0 SITE DESCRIPTION AND BACKGROUND 3 3.1 Location 3 3.2 Existing Land Use 3 3.3 Topography 4 3.4 Past Site History ! 4 3.5 Environmental Studies 5 4.0 FIELD EXPLORATION 5 5.0 LABORATORY TESTING 6 6.0 SUBSUFACE CONDITIONS 6 7.0 CONCLUSIONS ' 7 8.0 RECOMMENDATIONS 9 8.1 Foundations 9 8.2 Retaining Walls 10 8.3 Slabs-on-Grade 11 8.4 Earthwork 12 8.4.1. General 12 8.4.2. Site Preparation and Grading 13 8.4.3.Excavation and Permanent Slopes 13 8.5 Pavements 14 8.6 Site Drainage 15 60-186701/6018R125.DOC Page i of ii Copyright 1998 Kleinfelder,Inc. ' I I iF 9.0 ADDITIONAL SERVICES AND LIMITATIONS 15 9.1 Additional Services 15 I ' 9.2 Limitations 16 I I PLATES FIGURES Figure 1 , Site Vicinity Map Figure 2 AutoNation USA Site Plan Plate A- Soil Classification System Plates 1-3 Boring Logs Plates 4-8 - Test Pit Logs TABLE 1 - Summary of Compaction Recommendations APPENDIX A- Exploration Logs By Others APPENDIX B - Application for Authorization to Use _ I I , -- I - i I , 60-186701/6018R125.DOC Page ii of ii Copyright 1998 Kleinfelder,Inc. cif• PROPOSED AUTONATION USA RENTON, WASHINGTON 1.0 INTRODUCTION This report presents the results of our geotechnical investigation for the AutoNation USA store in Renton, Washington presented on Plate 1. Our investigation has been performed for AutoNation USA and was coordinated with Mr. Pat Donnelly of Staubach Retail Services.' 1.1 Project Description The proposed AutoNation USA project will be located in Renton, Washington, between Southwest Grady Way, Benson Road South South, and Talbot Road to the north, southeast, and southwest respectively. A multilevel parking garage is located adjacent to the northern portion of the site'pot bouded by Southwest Grady Way. The AutoNation USA facility will fully occupy the approximately 20-acre site. We anticipate that the project will include construction of a one-story building consisting of concrete tilt-up panels with concrete slab-on-grade floors. The approximate location of the building is; shown on Plate 2. The building will be surrounded with asphalt paved parking and driveways: Maximum anticipated column dead plus live loads will be on the order of 80 kips and column spacing will be about 48 feet on center. Maximum perimeter wall loads are expected to be on the order of 4 kips per lineal foot. A conceptual site plan of the proposed development, dated August 10, 1998, was provided by KPFF Consulting Engineers. These plans indicate the developed site will, include a building, approximately 150 by 300 feet in plan, located near the center of the site. Surrounding the building is pavement area, with a total of 822 stalls and driveway areas. A six-foot high masonry wall is shown at the northeastern portion of the site. We understand from discussions with KPFF, that the site could be raised up to 2 feet for the building pad and 1 foot for the parking areas above the current site grades, if required. A topographic survey of the site entitled "ALTA/ACSM Land Title Survey, Renton, Washington," dated June 3, 1998, by Barghausen Consulting Engineers was provided to Kleinfelder. 60-186701/6018R125.130C Page 1 of 17 Copyright 1998 Kleinfelder,Inc. 7 • If actual 'bads, building details, or grading differ significantly from those assumed, we should be contacted Ito review and/or revise our recommendations. 1.2 Purpose and Scope of Services The purpose of the geotechnical investigation discussed herein is to explore and evaluate the surface and subsurface soils and groundwater conditions at the site, and to provide recommendations for design and construction of foundations, slabs-on-grade, earthwork, and pavements for the proposed development. The scope of services, as outlined in our July 8, 1998 proposal, consisted of field exploration, laboratory testing, engineering analyses, and preparation of this geotechnical investigation report. A report from a prior environmental study at the site by GeoEngineers, Inc. in 1994 was made available to use for review. Where appropriate, data from the these reports were used in the preparation of this report. 1.3 Authorization This investigation was authorized by Mr. Pat Donnelly of Staubach Retail Services on July 28, 1998. 2.0 GEOLOGY 2.1 Regional and Local Geology The proposed AutoNation site is covered with fill from coal mining activities lasting over a period of 40 to 50 years or more, as further discussed below. The project site is underlain by alluvial soils consisting of loose to medium dense / very soft to medium stiff sand, silty sand, sand with silt, and silt from past meanders of the Cedar River. Steeply dipping sandstone bedrock lies beneath the alluvial soils at depths exceeding 40 feet or more. 2.2 Seismicity The Puget Sound area is a seismically active region which has experienced numerous earthquakes in historical time. On the basis of past earthquake activity, the Uniform Building Code assigns the Puget Sound region a Zone 3 rating for seismic activity on a scale of 1 (lowest) to 4 (highest). This code level rating corresponds to a peak ground acceleration of 0.3g. 60-186701/6018R125.DOC Page 2 of 17 Copyright 1998 Kleinfelder,Inc. i)j h F Given the thickness of glacial and post-glacial soil deposits in the region, surface fault ruptures are very rare. No known surface fault ruptures are present in the site vicinity. The Seattle Fault, a shallow-north dipping thrust fault thought to have moved last about 800 to 1,200 years ago, is located about 7 miles north of the site. Probabilistic risk assessment studies have shown that this fault does not significantly contribute to site accelerations for recurrence intervals of 500 years or less. This recurrence interval is the design basis earthquake for the UBC. Liquefaction is the phenomenon wherein soil strength is dramatically reduced when subjected to vibration or shaking. Liquefaction generally occurs in saturated, loose sand deposits. It is our opinion that, given the site geology, liquefaction is a concern. The site coefficient used in calculating seismic forces on buildings is based on soil profile type. This relationship is indicated in Table 16-J of the 1994 UBC (Uniform Building Code). Based on the subsurface conditions encountered in our test pits, previous explorations completed by others, and on our understanding of the geology in the vicinity of the site, we conclude that the appropriate soil type is Si to S2 with a corresponding "S factor" of 1.0 to 1.2. The soil profile type according to table 16-J of the 1997 UBC is SD to SE. 3.0 SITE DESCRIPTION AND BACKGROUND 3.1 Lo'cation The projeit site is located in downtown Renton near I-405 (Interstate highway), as shown on the Site Vicinity Map, Figure 1. Specifically, it is located on a relatively level portion of land extending about 850 feet east of the intersection of Southwest Grady Way and Talbot Road, and 1700 feet southwards of the intersection of Southwest Grady Way and the Renton City Hall (Renton Municipal Building). Thus, the property is bounded to the north by the City Hall, the west by Southwest Grady Way, the south by Talbot Road, and to the east by Benson Road South. 3.2 Existing Land Use The site has been occupied by Puget Sound Energy (PSE, formerly Puget Sound Power and Light Company) since the early 1950s and has been used for power pole storage, vehicle and power equipment maintenance, and as a storage yard for high voltage transformers, light standards, and power distribution supplies(wire reels, towers, poles, brackets, pully apparatus, and more). Most of the site'is still used for storage but the occupation of the site by PSE is currently being phased out (facilities, personnel and equipment is being transferred to the new Kent facilities). 60-186701/6018R125.DOC Page 3 of 17 Copyright 1998 Kleinfelder,Inc. a 12 3.3 Topography The usable portion of the site is nearly level because of grading and filling activities that may have started as early as the late 1880s and which extended to the early 1950s. The majority of the site elevations'' range from about Elevation 18 feet to 22 feet, according to a conceptual site plan prepared for AutoNation by KPFF Consulting Engineers dated July 14, 1998. The average elevation is about 20 feet. The site includes a steep slope that extends from the relatively level portions up to Benson Road South. The slope ranges from Elevation 22 feet to about Elevation 82 feet, according to the KPFF conceptual plan. The slope inclinations range from about 30 to 55 percent from the west edge of Benson Road South down to the relatively level portions of the site. The extreme south portion of the site includes a slight topographic depression that over the years g P has developed into a wetland and pond area. We understand that this portion of the site, and the steep slope areas, will not be developed by AutoNation. 3.4 Past Site History As described above, the site is nearly level because of grading and filling activities that may have started as'early as the late 1880s and which extended to the early 1950s. The early grading and filling was a result of coal mining activities on Benson Hill, which is the upland (hill) that is part of a large regional anticline that extends in this area roughly north-south. The west flank of the anticline extends down and across I-405 and Benson Road South to the site (i.e., the steep slope below Benson Road South is the toe of the west flank). The west flank area was used by early coal miners as an access to coal seams in very steeply dipping sandstone. This area of Renton was the largest producer of coal in the western United States and many edits were driven into the steep west flank to extract coal. Roughly 40 to 50 years of discontinuous mining activities generated a considerable amount of mine tailings, spoils, disturbed overburden soil and sandstone, and kiln ash (probably from coke ovens). The site, being the transition from the steep flank of the anticline to the Cedar River Valley, became a convenient location to place huge volumes of fill. Borings at the site by Kleinfelder and other consultants indicate that the fill extends to as much as 14 feet below the existing surface. The fill is typically black and orange-black because of the coal and ash contintuents. 60-186701/6018R125.DOC Page 4 of 17 Copyright 1998 Kleinfelder,Inc. "DJ A Most of the mining ceased after World War II and the site was graded to its approximate grades probably in the 1950s, or possibly the early 1960s. Since then, the site has been used for a storage and maintenance yard. 3.5 Environmental Studies We understand that environmental studies related to potential soil and groundwater contamination associated; with past activities at the site have been conducted. Information provided to Kleinfelder by GeoEngineers indicates that the southern one-quarter to one-third of the site is contaminated, and that the surficial contaminated soils will be removed and replaced prior to sale of the property. The area at the south end of the site where soil replacement in planned is shown on Figure 2. 4.0 FIELD EXPLORATION A geologic reconnaissance of the site was completed on August 10, 1998. This reconnaissance included observations of soil types, surface drainage features, and indications of the stability of existing slopes. Subsurface conditions at the project site were explored by excavating 9 test pits (TP-1 through TP-9) to depths ranging from 2 to 4 feet with a rubber-tired backhoe on August 11, 1998. In addition, 3 borings (B-1 through B-3) were drilled to depths ranging from 31.5 to 36.5 feet using mud rotary techniques on August 12, 1998. The approximate locations of the test pits and borings are shown on the Site Plan, Plate 2. The explorations were located in the field by measuring from existing site features. The test Pits and borings were monitored by a geologist from our firm who maintained detailed logs of the explorations and obtained representative samples of the soils encountered for further examination in our laboratory. The soils encountered were visually classified in accordance with the Unified Soil Classification System described in Plate A. The logs of the test pits and borings are presented in Plates 1 through 9. The in-place densities of the soils as noted on the test pit logs are based on probing of the exposed soils with a 0.5-inch-diameter steel rod, the difficulty of digging, and our experience and judgment. All soil samples were brought to our laboratory for further examination. After test!pits were completed, they were backfilled with excavated soil using the equipment at hand. Backfill was loosely placed and not compacted to the requirements typically specified for 60-186701/601F8R125.DOC Page 5 of 17 Copyright 1998 Kleinfelder,Inc. DhAF7a engineered fill. It is important to note that structures, slabs-on-grade, or pavements located over these areas may experience excessive settlement. Removal and recompaction of test pit backfill may be required prior to construction of improvements over these areas. Relatively,undisturbed samples of the subsurface material from the borings were obtained using a Standard Penetration Test (SPT) sampler. The SPT sampler was driven 18 inches, or other distance indicated on the boring logs, using a 140-pound hammer falling 30 inches. The blow counts corresponding to the last 12 inches or less of penetration were reported on the boring logs. After the sampler was withdrawn from the bore hole, samples were removed, sealed to minimize moisture foss, and returned to our laboratory. 5.0 LABORATORY TESTING Samples obtained from our test pit excavations were visually examined and classified in our laboratory;. Because of the presence of fill soils encountered in the near-surface portion of all our borings and test pits, no moisture content tests were performed. 6.0 SUBSURFACE CONDITIONS Undocumented fill materials consisting of loose to medium dense sand, silty sand, and sandy silt and silty gravel, with variable coal and kiln ash content were encountered in all test pits and borings. The thickness of fill encountered in our test borings varied from approximately 11 to 15 feet. At borings B-1 and B-3 asphalt pavement and base course (crushed rock) were encountered at the ground surface. Underlying the fill, alluvial soils, consisting of loose to medium dense clean to silty sand with occasional gravel and very soft to medium stiff silt to sandy silt were encountered to the full depth of the borings. Piezometers, consisting of 1-inch diameter PVC pipes, were installed in each boring. Groundwater was measured at a depth of 8.0 feet in all borings at the completion of piezometer installation.. Groundwater levels are expected to fluctuate seasonally, with rainfall intensity, and with other factors not included in our investigation. 60-186701/6018R125.DOC Page 6 of 17 Copyright 1998 Kleinfelder,Inc. 7.0 CONCLUSIONS It is our opinion that potentially unacceptable differential settlements are likely to occur as a result of the application of the proposed building loads because of variability in thickness and density/consistency of both the fill and underlying alluvial soils. Our engineering analyses indicate that total elastic settlements in the range of 3/a to 2-3/4 inches and differential settlements of up to 2 inches are possible, based on our current understanding of the proposed structural loads and foundation types: Potential settlement due to consolidation of fine-grained fill soils not encountezed in our borings, but possibly present in the fills, could substantially increase the settlements from the figures stated above. Because of the limited extent of our boring program and the presence of variable undocumented fill soils, our boring program may not have fully identifie&the range of fill conditions currently existing at the site. To minimize the risk of unacceptable settlements (total and differential) to the proposed building would require either entirely removing the loose/soft fill and alluvial soils and replacing them with engineered fill, or supporting the building on deep foundations (piles or piers) fully penetrating the fill soils and extending to bedrock or a firm underlying stratum. The required thickness of excavated soils. would be in the range of 15-20 feet, based on the results of borings B-2 and B-3. However, excavation would be complicated by the presence of groundwater measured at a depth of 8 feet below ground surface during our site investigation. If risk of some settlement is acceptable, options would include founding the structure on a mat foundation, or using shallow spread foundations supported on geopiers. Given the proposed building loads, we believe that deep foundations or mat foundations are not economically feasible. We recommend the use of shallow spread foundations used in conjunction with geopiers for foundation support of the proposed building. Geopiers are a proprietary foundation system designed and installed by Geopier Foundation Company,Northwest. Geopiers consist of an augered hole, typically 2-3 feet in diameter and 5-15 feet deep, filled with crushed rock, which is placed and compacted in lifts. Geopiers are used in. conjunction with,shallow spread footings such that the base of the footing rests directly on the top of the geopier at the planned footing subgrade elevation, with no structural connection between the footing and the geopier. Typically geopiers are installed in groups beneath individual spread footings and at about 8-foot spacings along wall footings. Installation of geopiers has the effect of increasing the stiffness of loose/soft soils, allowing the use of conventional shallow spread foundations with higher bearing pressures and lower settlements as compared to not installing geopiers. On sites with variable fill soil conditions, geopiers would also have the effect of 60-186701/6018R125.DOC Page 7 of 17 Copyright 1998 Kleinfelder,Inc. SI 6i Y I)) creating more uniform soil subgrade support conditions. At this site, the significant benefit of geopiers would be the reduction of settlements, since the loads are relatively low.. For applications at this site, two geopier options could be envisioned: 1. Geopier lengths of 8-10 feet beneath the bottom of the footings, which would reduce settlements similar to removal and replacement of existing soils with compacted engineered fill. We estimate that total and differential settlements would be in the range of 1 inch and 1/2 inch, respectively for this option. 2. Geopier lengths of 15-20 feet beneath the bottom of the footings, which would reduce settlements similar to deep foundation support. We estimate that total and differential settlements would be in the range of'/2 inch and '/a inch, respectively for this option. Because f thepresence of relativelyclean sand located below the groundwater level, which was o measured as 8 feet below ground surface during our investigation, installation of geopiers greater than about 8 feet deep will require the use of casing. Installations requiring casing will decrease the production rate and increase the costs of installation of these deeper geopiers. Additional information regarding geopiers can be obtained by contacting Mr. James Johnson at Geopier Foundation Company Northwest, in Vancouver, Washington at 360-254-4907. The fill soils that will be excavated from cut areas are generally not expected to be satisfactory for use as structural fill. It will be difficult, if not impossible, to properly compact these soils during excessively wet conditions and deleterious materials in the fill. Therefore, we recommend scheduling site earthwork for suitable periods of dry weather in order to minimize earthwork costs. We recommend that all surface water runoff entering the site be collected and tightlined, or otherwise] channeled, to a suitable discharge point. The relatively impermeable glacial till will typically result in a shallow, or perched, groundwater condition within the overlying more permeable soils. Cuts into these soils will probably encounter some ground water seepage. Consequently, pumping of water from sumps in excavations may be necessary. Based onl the limited amount of subsurface information collected, it appears that there is the potential for a major seismic event to induce liquefaction in the soils underlying the site. The term liquefaction as used here, refers to a phenomenon where a saturated soil rapidly loses strength in response to ground shaking and behaves more like a liquid than a solid. Should this occur 60-186701/6018R125.DOC Page 8 of 17 Copyright 1998 Kleinfelder,Inc. Ian _ -- I beneath the foundation elements of a structure, there is a potential for excessive total and differential settlements. The subsurface information currently available at this site is not sufficient to quantify the potential settlement. Provided this site proceeds through to final design, we recommend considering additional geotechnical investigation and liquefaction analyses to provide the structural engineer with an estimate of potential settlements. We are available to discuss the need for a liquefaction analysis and foundation options with the project owner and structural engineer, if requested. Specific recommendations for project design and construction, including mitigation of potential problems described above, are presented in Section VIII. 8.0 RECOMMENDATIONS 8.1 Foundations If the grading recommendations presented in this report are followed, the proposed buildings can be supported on shallow foundations consisting of spread footings used in conjunction with geopiers, as previously described. Individual column footings and continuous wall footings should have minimum widths of 24 and 18 inches, respectively. Exterior footings should be founded a minimum of 18 inches below lowest adjacent grade, while interior footings should have a minimum 12 inches. Spread footings may be designed using an allowable soil bearing pressure of 2,000 psf(pounds per square foot) for footings bearing on structural fill. These allowable soil bearing pressures apply to dead and long-term live loads, and may be increased by up to one-third for wind or seismic loading conditionsL These allowable bearing values are subject to review and revision following the design of geopiers and assume that geopiers will be made a part of the foundation system for the building planned for this site. Geopier Foundation Company Northwest will assume responsibility for design lof the foundations which include geopiers. We recommend that Kleinfelder be retained to review the Geopier design. Settlement estimates discussed in Section VII "Conclusions" are approximate and should be verified by Geopier during their design for this project. Loose fill or disturbed soil not removed from the footing excavations prior to pouring concrete may result in increased settlement. It should be noted that the footing subgrades will be susceptible to disturbance when wet. It may be necessary to pour a lean concrete "mud mat" or place a layer of clean crushed rock on the bottom 60-186701/6018R125.DOC Page 9 of 17 Copyright 1998;Kleinfelder,Inc. of the footing excavations to protect the footing subgrades from water and/or wet weather degradation during reinforcement bar placement and preparation for placing concrete. We recommend that the condition of all footing excavations be observed by a representative from our firm prior to placement of concrete to confirm that the bearing soils are undisturbed and are consistent with our recommendations. Where footings are adjacent to below-grade walls or underground utilities, the footings should extend below a 45 degree plane projected upward from the bottom of the wall footing or bottom of the underground utility.. This additional depth of embedment is necessary to avoid surcharging any adjacent below-grade walls or utilities with building loads. Lateral loads may be resisted by a combination of friction between the foundation bottoms and the supporting subgrade, and by passive resistance acting against the vertical faces of the foundations. An allowable friction coefficient of 0.35 between the foundation and supporting subgrade may be used. Fo; passive resistance, an allowable equivalent fluid pressure of 350 pounds per cubic foot acting against the footing may be used. The friction coefficient and passive equivalent fluid density values include a factor of safety of about 1.5. The friction coefficient and passive resistance may be used concurrently, and can be increased by one-third for wind and/or seismic loading. ; 8.2 Retaining Walls The lateral soil pressures acting on retaining walls will depend on the nature, density and configuration of the soil.behind the wall, and the amount of lateral wall movement that can occur as backfill is placed. For walls that are free to yield at the top at least one-thousandth of the height of the wall, soil pressures will be less than if movement is limited by such factors as wall stiffness or bracing. Assuming that the walls are backfilled and drained as outlined in the following paragraphs, we recommend that yielding walls supporting horizontal backfill be designed ,using an equivalent fluid density of 35 pcf(pounds per cubic foot) (triangular distribution), while nonyielding walls be designed using an equivalent fluid density of 55 pcf. The above recommended lateral soil pressures do not include the effects of sloping backfill surfaces or surcharges such as traffic loads or other surface loading. Surcharge effects should be considered as appropriate., In settlement-sensitive areas (e.g., beneath on-grade slabs), backfill for subgrade walls should be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D-1557. At other locations, wall backfill should be compacted to between 90 and 60-1 8670 1/60 1 8R125.DOC Page 10 of 17 Copyright 1998 Kleinfelder,Inc. Et T 92 percent of ASTM D-1557. Measures should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the backfill behind the wall. Positive drainage should be provided behind retaining walls by placing a zone of free-draining sand and gravel containing less than 3 percent fines (material passing No. 200 sieve) against the wall. The drainage zone should be at least 24 inches thick (measured horizontally) and extend from the base of the wall to within 1 foot of the finished ground surface behind the wall. Perforated drainpipe having a minimum diameter of 4 inches should be embedded within the free- draining material at the base of the wall along its entire length. This drainpipe should discharge into a tightline leading to an appropriate collection and disposal system. 8.3 Slabs-on-Grade We anticipate that the building slabs will be supported on grade. We recommend that the slabs be founded on a zone of free-draining (less than 3 percent fines) sand and gravel fill placed and compacted as described in this report. This zone of free-draining material should be at least 6 inches thick. The sand and gravel will act as a drainage layer and capillary break, and measures should be provided to allow water to discharge from this zone. The subgrade soils below the sand and gravel drainage layer should consist of structural fill that has been placed and compacted as recommended previously. Provided that the existing fill soils are suitable for use as structural fill, it is possible that they could be recompacted to provide support for the building floor slabs. We recommend that at least 12 inches of structural fill be placed beneath the drainage layer. In floor slab areas where moisture sensitive floor coverings are planned, an impermeable membrane (e.g. polyethylene sheet) should be placed over the zone of free-draining material to reduce the migration of moisture vapor through the concrete slab. The impermeable membrane should be protected by two inches of fine, moist sand placed both above and below the membrane. The sand cover will provide protection for the membrane and will promote uniform curing of the concrete slab. The sand cover should be moistened and tamped prior to slab placement. Depending on final grades and building locations, it might be necessary to construct underslab drainage measures to remove groundwater that may exist beneath the slabs. We can be consulted to provide assistance with the design of underslab drainage. 60-186701/6018R125.DOC Page 11 of 17 Copyright 1998 Kleinfelder,Inc. ..d D t, u J 8.4 Earthwork 8.4.1. General Based on the subsurface conditions encountered in the explorations, we expect that all of the soils within the limits of the project can be excavated with conventional excavating equipment. Cobbles, coal, and kiln ash were found in the fill, and the contractor should be prepared to deal with these and potentially other materials such as concrete slabs in the fill. All new fill should be placed as compacted structural fill following proofrolling, probing, and remedial Mork on the subgrade, as appropriate. The fill should be placed in horizontal lifts not exceeding 10 inches in loose thickness; each lift must be thoroughly and uniformly compacted to an unyielding condition using mechanical equipment. All fill placed within 12 inches of slab subgrade, in the upper 2 feet of footing subgrade fill (or half the footing width, whichever is greater), and within the upper 2 feet in roadway and parking pavement areas, should be compacted to at least 95 percent of the MDD (maximum dry density) as determined by the ASTM D-1557 test procedure. Below these depths, the structural fill should be compacted to at least 90 percent of the MDD. This applies to all utility trench backfill as well. Waste fill in landscaping areas need only be compacted to the extent required for traffic ability of construction equipment. A summary of compaction recommendations is presented in Table No. 1. All structural fill material should be free of organics, debris and other deleterious material, with no individual particles larger than 5 inches in maximum dimension. As the amount of fines (portion passing the No. 200 sieve) increases, the soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 10 percent fines by weight cannot be properly compacted when the moisture content is more than a few percent wetter than the optimum moisture content. The near surface fill soils have a high fines content and will be difficult or impossible to properly compact during wet weather. Therefore earthwork involving the fill, or other soils containing a large amount of fines, should be performed during suitable periods of dry weather. Additional earthwork recommendations are presented in the "Foundations" and "Slabs-on-Grade" sections of this repor . Also, the existing fill contains a considerable amount of kiln ash, which crushes to silt sized particles under the slightest compactive efforts. The ash behaves much like a highly plastic soil when disturbed and will likely be impossible to reuse as fill. 60-186701/6018R125.DOC Page 12 of 17 Copyright 1998 Kleinfelder,Inc. D 8 4.2. Site Preparation and Grading It appears that stripping depths of about 6 inches will be necessary over portions of the site which are presently vegetated. Stripped material should be wasted off site or used for landscaping purposes. ' We recommend that site clearing and preparation be completed during periods of dry weather to minimize related costs. Areas that are stripped or excavated to design subgrade elevations, or that are to receive structural fill, should be proofrolled with a 40-ton, non-vibratory smooth-drum roller. Soft, loose or otherwise unsuitable areas identified during proofrolling should be repaired as appropriate. We recommend proofrolling of the subgrade be observed by a representative from our firm to assess the adequacy of subgrade conditions and to identify areas needing remedial work. We recommend this procedure not be performed during wet weather. During wet weather, systematic probing should be used to evaluate the subgrade. If construction must continue during wet weather, it may be necessary to overexcavate disturbed material and place a lean concrete "mud mat", crushed rock or a layer of sand and gravel with less than 5 percent fines to provide a working surface in footing excavations. Temporary construction access roads and/or working pads consisting of clean sand and gravel, crushed rock or ATB (asphalt treated base) may be needed to support construction traffic on the site during wet weather. 8.4.3. Excavation and Permanent Slopes We anticipate that"excavations for footings and utility trenches can be readily made with either a conventional backhoe or excavator. We expect the walls of these trenches to stand near vertically , in the fill soils for a short period of time without significant sloughing. If trenches extend deeper than four feet, or if loose soils or groundwater seepage are encountered, the excavations may become unstable and should be evaluated to verify their stability prior to occupation by construction personnel. Shoring or sloping of deeper trenches may be necessary to protect personnel and provide temporary stability. All excavations should comply with current OSHA and WISHA safety requirements for Type C soils(sand, gravel, silty sand, and soft to medium stiff silt soils). ' Duringwet weather, runoff water should beprevented from excavations. Water should entering be collected and disposed of outside the construction limits. Heavy construction equipment, building materials, excavated soil, and vehicular traffic should not be allowed in close proximity to the excavations. 60-186701/6018R125.DOC Page 13 of 17 Copyright 1998 Kleinfelder,Inc. 1 , 1 , r J-90 A ip Tr I, „..., ., , ,, , IWe recommend using a maximum inclination of 2H:1 V (horizontal to vertical) for permanent I slopes in the existing fill material, native soils, or in structural fill placed in accordance with our recommendations. The structural fill should be compacted to at least 90 percent of MDD. Fill should be carefully compacted out to the slope face, or the fill embankment should be overbuilt Iand cut back. Permanent slopes should be hydroseeded or otherwise protected from erosion. Temporary erosion control measures may be necessary until permanent vegetation is established. Satisfactory performance of slopes is strongly affected by drainage and runoff. Care must be taken that drainage is not directed to flow over the slope face. This can be accomplished by using an appropriate combination of swales, ditches, berms, and curbs on the slope. Rockeries!may be used to face cuts in competent native soils, or to face limited heights of Icompacted structural fill. Although rockeries offer some lateral restraint, they are not normally intended to provide structural lateral support. We should be contacted for further input if Irockeries are being considered for use on this project. 8.5 Pavements IWe anticipate that pavement for this project will consist of asphalt concrete access driveways and parking areas. We assume that vehicle loading for this project will be generally light to moderate Iand that traffic will be of mixed use consisting primarily of passenger vehicles and delivery trucks. Based on information provided by Mr. Larry Hobbs of Traffic Planning and Engineering, the site Iwill generate 2,100 trips per day. i We recommend that the subgrade in pavement areas be probed or proofrolled with a 40-ton roller I (non-vibratory) prior to paving. Any soft, loose or otherwise unsuitable areas should be recompacted, if practical, or removed and replaced with structural fill. We recommend that the Iprobing or proofrolling of subgrade areas be observed by a representative of our firm to identify areas needing remedial work and to assess the adequacy of subgrade conditions. IWe recommend that the designpavement section in automobile parkingareas consist of 2 inches i g of Class B asphalt concrete and 4 inches of crushed rock base course compacted to at least 95 percent of the MDD (ASTM D-1557). In truck traffic areas, the thickness of Class B asphalt concrete and crushed rock base course should be increased to 3 inches and 6 inches, respectively. IAn appropriate thickness of ATB (asphalt treated base) may be substituted for a portion of the crushed rock base course, if desired. The substitution of ATB for crushed rock base course will I provide a isimilar structural section, but improve traffic ability over the areas to be paved prior to 1 60-186701/6018R125.DOC Page 14 of 17 Copyright 1998 Kleinfelder,Inc. i Ii ED F placement of the Class B asphalt pavement. Provisions should be made to allow any water which collects in the base course to discharge at suitable locations. Our recon mendations for the new pavements are based on dry weather construction conditions. If the pavement areas are constructed during extended periods of wet weather it may be necessary to place a 12 inch thick layer of sand and gravel for support of the pavement section. In areas of extreme disturbance, the sand and gravel layer may need to be up to 24 inches thick. A separation layer of geotextile fabric may be used between the subgrade soils and the layer of clean sand and gravel to minimize the thickness of select material required in areas of soft or disturbed subgrade soils. It should be noted that these recommended pavement sections were not designed to accommodate the heavy loading normally associated with building construction. If the paved areas are to be used during construction, the pavement section should be re-evaluated for the anticipated traffic. The pavement recommendation in this report will perform adequately for a number of years. However, because of the presence of coal/ash fill on the site, long-term pavement settlements and routine maintenance should be anticipated and expected. 8.6 Site Drainage We recommend that the ground surface adjacent to buildings be sloped to drain surface water away from the structures. Roof drains should be connected to a collection and disposal system which is it dependent from the wall and footing drains. We recommend that footing drains be installed around the perimeter of all buildings. These footing drains should consist of 4-inch perforated drain pipe embedded in a zone of free-draining sand and gravel nin n fi . The dnirial uld b at least 24 inches contai thick (measurenglessthad ho3ripercezontally)t nes and extendzone fromof free-near therai basengmate of the footing toe within 1 foot of the finished ground surface. The perforated drain pipe should be installed near the base of the footing, and sloped to drain into a suitable collection and disposal system. 9.0 ADDITIONAL SERVICES AND LIMITATIONS 9.1 Additional Services The review of plans and specifications and field observation and testing during construction by KleinfeldeIr are an integral part of the conclusions and recommendations made in this report. If 60-186701/6018R125.DOC Page 15 of 17 Copyright 1998 Kleinfelder,Inc. .70 Kleinfelder is not retained for these services, the client will be assuming Kleinfelder's responsibility for any potential claims that may arise during or after construction due to the misinterpretation of the recommendations presented herein. The recommended tests, observations, and consultation by Kleinfelder during construction include, but are not limited to: • review of plans and specifications, • review of geopier design, • observations of site grading, including stripping and engineered fill construction, • observations of foundation construction, • in-place density testing of fills, backfills and finished subgrades. 9.2 Limitations The services provided under this contract as described in this draft report include professional opinions and judgments based on the data collected. These services have been performed according to generally accepted geotechnical engineering practices that exist in the Seattle Area at the time the report was written. No warranty is expressed or implied. This report is issued with the understanding that the owner chooses the risk he wishes to bear by the expenditures involved with the construction alternatives and scheduling that is chosen. The conclusions and'recommendations of this draft report are for the proposed AutoNation USA site in Renton, Washington, as described in this report. The conclusions and recommendations in this report are invalid if: • the construction, as described, changes, proposed es g • the'report is used for adjacent or other property, • the Additional Services section of this report is not followed, • if(changes or grades occur between the issuance of this report and construction or • any other change is implemented which materially alters the project from that proposed at the time this report is prepared. The conclusions recommendations presented in this draft report are based on information obtained from the following: • 9'test pits completed for this investigation, P g • 3 borings completed for this investigation, 60-186701/6018R125.DOC Page 16 of 17 Copyright 1998 Kleinfelder,Inc. I � L] 7 • the observations of our geologist at the site, • the results of our limited laboratory tests, and • our experience in the area. • The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by our firm during the construction phase in order to evaluate compliance with our recommendations. If we are not retained for these services, Kleinfelder cannot assume any responsibility for any potential claims that may arise during or after construction as a result of misuse or misinterpretation of Kleinfelder's report by others. Furthermore, Kleinfelder will cease to be the Geotechnical-Engineer-Of-Record at the time another consultant is retained for follow-up service to this report. The test pit and boring logs do not provide a warranty as to the conditions which may exist at the entire site.) The extent and nature of subsurface soil and groundwater variations may not become evident until construction begins. It is possible and very likely that variations in soil conditions between best pits/borings could exist between or beyond the points of exploration or that groundwater elevations may change, both of which may require additional studies, consultation, and possil le design revisions. If conditions are encountered in the field during construction which differ from those described in this report, our firm should be contacted immediately to provide any necessary revisions to these recommendations. It is the client's responsibility to see that allparties to the project includingthe designer, P Y contractor, subcontractors, etc., are made aware of this report in its entirety, including the Additional Services and Limitations sections. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on-site and off-site) or other factors may change over time, and additional work may be required. ' I 60-186701/601i8R125.DOC Page 17 of 17 Copyright 1998,Kleinfelder,Inc. FIGURES i Yv . . 'tiQ iy Z ,_ m 1* 1\5 3-111! �� 1"6 .3. . r-_-._ 10 ,kui ., d Bryn Mawr ., , •. ��091 .1.‘`.',"12,900 Ilk II n=4 rar� mim itel _ _Ait\ . Is, IF, , ! • „I , N __, t. • � 1 _ °�� M1 ®ice i+ a Ei `�,. ' \ ii ' m • chlki. _ ,. _ I�,�� - in1ED H Rento' Muni g '; 'I�r', . ,,,,r .,„!,,m._ IimigH , li sii .., „ 131101 I .,,,, ' 1 < • .s w� " ‘,, ,\\ "-l.4. lIr>� is0lr, to i A6. Li Renton T c�h i t�.126T �t7 i'�Hi'ir iI,405 110ff:r00Ai0l7l2e1mk1a1111r7:114e11,1.11 10i m1Mm1 °1.11iI 10g .1hi V4-,.7 s-.."nt?iatlli 3Rs Z 6�:; \ 1PArayEg O tr ' . `0 Renton - j� a b. Ems ; Pz A .51.111114TS/A .i44 j . i, T. PS,,/ ; � istorical M -eum ' - 4f.\stifif .W/17°°' WE21101KIMIlri .....____ • ' -.........• .....; 'ilk ill„ .i.-.,,,ii , .•.., cm! -0,. ,__ .." 4, `` m 131aCS11V, 1•1!Tr: L..r,I',�t1��D 2 �,` z �` WAS .3; � ��D '' - / 7 ' �r • 'I ��P 0�G 45:.,!::',:.:..!:.:',-::::,::. 1 lic r� - ' � ir 3,6` m c ‘111,971-6;1"sr, ongacres Race Track S.• H ~ :� .. 3lirANA-- '_-pueau "•'::::;: S 23RD Ati. �.• ucc 4r+7�_J 'lY�, • Nom I \ N Mag 14.00 Airk:011111111 N 'Tue Aug 25 08:39 1998 =163RD A _ N o >d Scale 1:31,250(at center) - p • m 1I 2000 Feet ► I � s a m * \ °' •F 1000 Meters I •� �'g > \o N a I co cr 0 coWNW N tS172DS i y N co o r 1 515 ` 1 f? rn C y ��(��w\ E `s VICINITY MAP TIER ONE SALES FACILITY RIKLEINFELDER AUTONATION USA Copyright 1�a RENTON,WASHINGTON L1998\projects\1837\1837f1.cdr 8/98 jwc PrOJ@Ct#60-1837-01 I FIGURE 1 I 1 / ]- . . ` . | ' ~ � . ' T�-1 . . ^ Existing Building MEN qk � _ ' � \ / , ! ` | L � ----------- �|T� PLAN ' `\ | � ! | / ` . | ~'..� . ^^nn J D7—��b&T|�\�J USA ^^^.�°. `, ...��. n FACILITY---�' --~ ~� . SALES / �—w^~.^^ . . SCALE T��J ���W|hJ�T�PJ ' .~. .' ""^`°^. ". "��.�^. " l/B":l' kPff Consulting Engineers l ����R[�[� /� ----,� ' N FIGURE u� N� — | PLATES • LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM(USCS) MAJOR DIVISIONS LTR DESCRIPTION MAJOR DIVISIONS IXR DESCRIPTION en; Well graded gravels or gravel sand Inorganic silts and very fine sands, ' mixtures,little or no fines ML rock flour,silty or clayey fine sands, GRAVH, Poorly ly graded gravels or gravel SILTS or clayey silts with slight plasticity AND sand mixtures,little or no fines AND Inorganic clays of low to medium GRAVELLY am Silty gravels,gravel sand silt CLAYS CL plasticity,gravelly clays,sandy SOBS mixtures U. clays,silt'clays,lean clays . Cl COARSE GC ayey gravels,gravel sand clay PINE oL Organic silts and organic silt-clays GRAINEDR mixtures GRAND of low plasticity Well graded sands or gravelly Inorganic silts,micaceous or SOILS SW sands,little or no fines SOILS SILTS kill diatomaceous fine sandy or silty I soils,elastic silts SAND SP Poorly graded sands or gravelly AND at Inorganic clays of high plasticity, AND sands,little or no fines CLAYS fat clays SANDY Silty sands, IL>So OH Organic clays of medium to high sons SM poorly graded sand silt mixturesplasticity I Clayey sands, HIGHLY ORGANIC Peat and other highly organic Pi I poorly graded sand clay mixtures SOILSSOILSsoils 1 SOIL SAMPLES WELL CONS 1-RUCTION A 'Modified California Sampler(Potter) Blank casing 1 'Standard penetration split spoon sample Steed casing No recovery '"%k3 ;ti Cement grout Shelby Tube sample I Benton ite Sand pack or gravel pack FIELD MEASUREMENTS Q Water level observed during drilling j Native material mixed Y iWater level observed after drilling with bcrsonite OVA Organic Vapor Analyz - PID Photaoriization Detector Native backfill or cavings ppmv Parts Per Million by Volume 11 Bettonite-cement grout ANALYTICAL RESULTS ND() Not DdoctedF(Ddection Limit) Note Blows per foot is the number of blows used to drive a sampler NA Not Analyzed through the last 12 inches of an 18-inch sampling attempt One TPH Total Petroleum Hydrocarbons blow is a 30-inch fall of a 140-pound hammer. BTEX Benzine,Toluene,Ethylbearzene,& Note The line separating strata on the logs represents approximate Xyleaes 1 boundaries only.The actual transition may be gradual.No warranty is provided as to the continuity of the strata between Herb. Herbicides,EPA Method 8150 borings.Logs represent the soil section obsaved at the boring location on the date of drilling only. Pest. Pesticides,EPA Method 8080 KLEINFELDER Boring Log Legend Plate A Cot yeisJit 1995 lOeiafetder,Inc. INOEND2.PRE 0 SAMPLE . SAMPLE 0 U > C v3 P .. ] a j 0 `O > rUii 4 SOIL DESCRIPTION EA a: NUMBER 0 w z to 3 Aw q O 3 z . 4 - •"''a. 4"Asphalt concrete _ - . GM 5/8"to 7/8"minus crushed rock(GM)moist,medium _ A;a.Ae•O;a. , dense :9, o SM Silty Sand with some gravel(SM),black,moist,loose, 3" 1 2 6 I SS-1 SM Silt fme Sand(SM),orange,moist,medium dense,with _ 6 with kiln ash(FILL) 6 - 5— 7 5- 3" 12 95 I SS-2 - 6" 12 6 grades to wet _ 6 1 SS-3 - - 10— 8 SM/ Silty fme to medium Sand(SM/SP),black,wet,loose, i 0--- - 6" 9 5 I S-4 SP with layers of silt and coal pieces,slightly oily,(FILL) - - 15— 3 15— _ 18" 7 4 I SS-5 SM Silty fme Sand(SM),gray,wet,loose,(ALLUVIUM) , -�- _ 20�•'•,-�:' 9 I ML Silt with some Sand(ML),wet,very stiff,with wood 20 :�; 18" 20 5 SS-6 fragments,(ALLUVIUM) - 1::. 15 - -25 ..:•�-_:.. 25- LOGGED BY: Kristen Burgess TOTAL DEPTH(feet):36.5' DRILLING METHOD: Mud Rotary DATE DRILLED:8/5/98 DIAMETER OF BORING: DRILLING AGENCY: Subterranean DIAMETER OF WELL:1" SCREEN SIZE:0.010" X SOIL SAMPLE SUBMITTED FOR LABORATORY ANALYSIS LOG OF MONITORING WELL B-1 AUTONATION USA KI RI ,EINFELDER TIER ONE SALES FACILITY RENTON,WASHINGTON Copyright 1998 Kleinfelder,Inc. I837BOR.cdr Project# 60-1867-01 PLATE' la NOTE:logs are toy be only used for the designated purpose and in context with the attached report. ZO ... SAMPLE a SAMPLE ZO I P � � w o a� a s � U 0 x 0 0 �' NUMBER `. SOIL DESCRIPTION A o Q z ° A U 3 ca -25 25 ML Silt with some sand(ML),gray,wet,stiff,with some 18" 11 q -�:;:--�•;:• ' SS-7 wood fragments,(ALLUVIUM) - • ': : SM - -I' ::• — ▪:r—r' 5 30— 301r}— ;:; .:.:, 18" 18 s SS-8 Silty fine sand(SM),gray,wet,medium dense, _ (ALLUVIUM) =r' _ ▪ .L. • ••ter:' :.—:•. 14 -Silt(ML),gray,wet,hard,(ALLUVIUM) 35— -i- :' 40 19 ' SS-9 SP Fine to medium Sand with Silt(SP),gray,wet,dense, — Peat,brown(OL) Bottom of boring at 36.5' Groundwater at 8'observed - during drilling. - 40— 40— 45— 45— -50 1 50- LOGGED BY: Kristen Burgess TOTAL DEPTH(feet):36.5' DRILLING METHOD: Mud Rotary I DATE DRILLED:8/5/98 DIAMETER OF BORING: DRILLING AGENCY: Subterranean ' DIAMETER OF WELL:1" SCREEN SIZE:0.010" X SOIL SAMPLE SUBMITTED FOR LABORATORY ANALYSIS 1 LOG OF MONITORING WELL B-1 AUTONATION USA Hi KLEINFELDER TIER ONE SALES FACILITY RENTON,WASHINGTON Copyright 1998 Kleinfelder,Inc. 1837e0R.cdr Project# 60-1867-01 PLATE TE lb NOTE:logs are to be only used for the designated purpose and in context with the attached report. 1 p a SAMPLE• . SAMPLE ZO w w �a W rn 0 a4 j o 3 NUMBER SOIL DESCRIPTION A 8 % i z o cc A _.4:3i d:A:?. .R'c n' — :q:1 D.o GM Silty Gravel with fine sand(GM),black,moist,loose, — ! 6" 910 s I SS-1 with kiln ash(FILL) — 4 — 5— 3 5— _ ' 0" 10 6 I SS-2 — a SS-3 10" 18 9 I SM Silty fine to medium Sand(SM),black,wet,medium 9 dense,with gravel(FILL) — ' 10— 1 10— 3" 2 1 I SS-4 SP Fine to medium Sand with Silt(SP),gray,wet,very loose(ALLUVIUM) 15 ML - 1-5— ;•:: 1 I Silt with some coarse Sand(ML),brown,wet,very •:: 1 SS-5 soft,trace organic matter(ALLUVIUM) — �:. 2 1 2 20— , •. 7 15 3 I SS-6 SP Fine to medium Sand with some Silt(SP),gray,wet, _ medium dense,trace organic matter(ALLUVIUM) LOGGED BY: Kristen Burgess TOTAL DEPTH(feet):31.5' DRILLING METHOD: Mud Rotary DATE DRILLED:8/5/98 DIAMETER OF BORING: DRILLING AGENCY: Subterranean I DIAMETER OF WELL:1" ' SCREEN SIZE:0.010" X SOIL SAMPLE SUBMITTED FOR LABORATORY ANALYSIS I LOG OF MONITORING WELL B-2 AUTONATION USA Ili KLEINFELDER TIER ONE SALES FACILITY RENTON,WASHINGTON ' Copyright 1998 Kleinfelder,Inc. IanBOR.cdr Project# 60-1867-01 PLATE TE 2a NOTE:logs are toy be only used for the designated purpose and in context with the attached report. I SAMPLE SAMPLE ZO cA • w ] z NUMBER SOIL DESCRIPTION �+: ] U 3 z cP. -25 '. ;.' 2 SP Fine to medium Sand with some silt(SP),gray,wet, 25 �•. .. 611 17 1 ' SS-7 medium dense,and wood fragments(ALLUVIUM) - 30�••.: •• ML Silt(ML),gray-brown,wet,hard 30 ::2",• : 1" 50 I SS-8 Bottom of boring at 31.5' Groundwater at 8' - observed during drilling. 35— 35— I - I 40— 40— 45— 45— -50 50- LOGGED BY: Kristen Burgess TOTAL DEPTH(feet):31.5' DRILLING METHOD: Mud Rotary DATE DRILLED:8/5/98 DIAMETER OF BORING: DRILLING AGENCY: Subterranean DIAMETER OF WELL:1" SCREEN SIZE:0.010" X SOIL SAMPLE SUBMITTED FOR LABORATORY ANALYSIS LOG OF MONITORING WELL B-2 • AUTONATION USA RI KLEINFELDER TIER ONE SALES FACILITY' RENTON,WASHINGTON Copyright 1998 Kleinfelder,Inc. 1837BOR.cdr Project# 60-1867-01 PLATE 2b NOTE:logs are to be only used for the designated purpose and in context with the attached report. ZO a SAMPLE SAMPLE Zal O g4 1 -CANUMBER rn C7 SOIL DESCRIPTION 73 A 83I z -1 4 � A -0 4"Asphaltic Concrete 0 - - SM - Heavy petroleum sheen/no odor :v• v, -o o 0" 15 s I SS-1 Silty Sand(SM),moist,medium dense,heavy . 7 -petroleum sheen with no odor,(FILL) yqn .a 5— 4 M Silt with coarse sand and gravel(ML),dark brown, 5— 6" 3 1 I SS-2 L moist,soft,interbedded(FILL) - - 0�, 5 2 SS-3 - - 2 I -grades to medium stiff,wet 3 —-- -- --- — — — — — — — — — — — — — Mt_ 10— 18 2/18" SS-4 Silt with fine sand and wood fragments(ML),brown, 10 - - I wet,very soft(ALLUVIUM) 15 15— 3 I -grades to stiff �.' 18" 10 5 SS-5 - - 20�.. 15 20 12 25/1" 1 SS-6 SP Fine to medium Sand with some gravel and trace silt -' (SP),gray,wet,very dense - - - -25 ... 25 LOGGED BY: Kristen Burgess TOTAL DEPTH(feet):31.5' DRILLING METHOD: Mud Rotary DATE DRILLED:8/5/98 DIAMETER OF BORING: DRILLING AGENCY: Subterranean DIAMETER OF WELL:1" SCREEN SIZE:0.010" X SOIL SAMPLE SUBMITTED FOR LABORATORY ANALYSIS LOG OF MONITORING WELL B-3 ' AUTONATION USA RI KLEINFELDER TIER ONE SALES FACILITY RENTON,WASHINGTON Copyright 1998 Kleinfelder,Inc. I837BOR.cdr Project# 60-1867-01 PLATE 3a NOTE:logs are to be only used for the designated purpose and in context with the attached report. _ o_ a SAMPLE SAMPLE foZ rr o Ln NUMBER rn C7 SOIL DESCRIPTION w z ° > 3 � w A o 3 i '' z , A -25 17 G__ Silty Gravel(GM),graywet,medium dense(cave in) 25 ...1 10" 23 12 I SS-7 SP Fine Sand with some Silt(SP),gray,wet,medium - ?—:;; dense(ALLUVIUM) 30-i �'. 29 30— '': ':':' j 6" 40 29 SS-8 Fine to medium Sand with some Gravel and Silt(SP) - 21 I gray,wet,dense(ALLUVIUM) _ Bottom of boring at 31.5'.Groundwater observed at 8' - during drilling - 35— 35— — — 40— 40— 45— 45— -50 50- LOGGED BY: Kristen Burgess TOTAL DEPTH(feet):31.5' DRILLING METHOD: Mud Rotary --- DATE DRILLED:8/5/98 DIAMETER OF BORING: DRILLING AGENCY: Subterranean DIAMETER OF WELL:1" SCREEN SIZE:0.010" X SOIL SAMPLE SUBMITTED FOR LABORATORY ANALYSIS LOG OF MONITORING WELL B-3 AUTONATION USA Ni KLEINFELDER TIER ONE SALES FACILITY RENTON,WASHINGTON Copyright 1998 Kleinfelder,Inc. 183713OR.cdr Project# 60-1867-01 PLATE 3b NOTE:logs are to be only used for the designated purpose and in context with the attached report. I AutoNation Inc. Test Pit Soil Descriptions Proposed AutoNation USA Renton,Washington Refer to text and to the Site Plan,Figure 2 for Approximate Test Pit locations. Test Pit#1 0 t' r: 1.4 C e tom, a a E o ° c sray ASTM Classification q cn g tj N 5 C°j F: Description Silty Coarse Gravel 0-3 TP-1-1 Silty Coarse Gravel with some Cobbles and Boulders,brown,moist,dense(FILL)Grass (GM/FILL) roots to 2" Silt with some Sand(ML) 3-4 TP-1-2 Silt with some medium to coarse Sand, mottled gray brown,moist,very soft. Bottom of test pit at 4.0'on 8/11/98,at scheduled depth.No free water observed. Test Pit#2 0 t. a 0 DI a E c c © .a .a' ti ASTM Classification A cn g c j N p ,4 F, Description Gravel(FILL) 0-0.5 TP-2-1 Gravel(crushed rock)with Silt,medium dense,moist,5/8-7/8"minus(FILL) Silty Sand with Gravel 0 5-2 Silty fine to medium Sand with some Gravel,glass,wood,kiln ash,brown,moist,dense (FILL) (FILL) Concrete Slab(FILL 2- Concrete Slab,4"PVC conduit on west side of test pit Bottom of test pit at 2.0'on 8/11/98 refusal in concrete slab.No free water observed. 60-8248-01 TESTPITS.xls Plate 4 bgs: depth below ground surface AutoNation Inc. - - . Test Pit Soil Descriptions Proposed AutoNation USA Renton,Washington Refer to text and to the Site Plan,Figure 2 for Approximate Test Pit locations. Test Pit#3 a t. CL) `-' r. c w L -W c .• . O g e L 0. d a., L c.. p C C .G a. y ASTM Classification Aos j N p ,4 F, Description Silty fine Sand(SM/FILL) 0-1 Silty fine Sand with occasional Gravel,brown,moist,loose(FILL)grass roots to 6" Silt with some Sand and 1-4 TP-3-1 Silt with some medium coarse Sand and Gravel,black,moist,very stiff,tar and coal Gravel(ML/FILL) pieces,kiln ash(FILL) 3.5 TP-3-2 -coal fragments,moist,becomes soft at 4' Bottom of test pit at 4.0'on 8/11/98,at scheduled depth.No free water observed. Test Pit#4 g e a^+ y v p 0 1-4 tt . L CL l; p C7 i7 .G h ASTM Classification q cn X j N 04 . Description - Asphalt over Crushed Rock 2"Asphaltic concrete over Crushed Rock base course with Silt and Sand,5/8"-7/8" (AC/GM/FILL) 0-0.5 minus,moist,dense Sand w/some Silt and Gravel 0.5-2 TP-4-1 Fine to medium Sand with some Silt and Gravel,coal pieces and kiln ash,black,moist, (SP/FILL) dense(FILL) Sand w/some Silt and Gravel 2-4 TP-4-2 Medium to Coarse Sand with some Silt and Gravel,Kiln Ash,black and gray,moist, (SP/FILL) loose(FILL) Bottom of test pit at 4.0'on 8/11/98,at scheduled depth.No free water observed. • 60-8248-01 TESTPITS.x1s Plate 5 bgs: depth below ground surface AutoNation Inc. Test Pit Soil Descriptions Proposed AutoNation USA Renton,Washington Refer to text and to the Site Plan,Figure 2 for Approximate Test Pit locations. Test Pit#5 0 t. 0 o a o el ►, c. Co o ° c a az % ASTM Classification q • �j CI 0J ;u p j F.., Description Gravel(GM/FILL) 0-0.5 Gravel(crushed rock)with Silt,medium dense,moist,5/8-7/8"minus(FILL) Silty Sand with Gravel 0.5-3 TP-5-1 Silty fine Sand with occasional Gravel,black,moist,medium dense(FILL) (SM/FILL) Sand with some Silt and 3-4 TP-5-2 Medium to coarse Sand with some silt and gravel,coal pieces and kiln ash,black,moist, Gravel(SP/FILL) very loose Bottom of test pit at 4.0'on 8/11/98.No free water observed. Test Pit#6 0 t. w °i 0 w a `' a E o• p R a a' y ASTM Classification Aea • j N p ,_ F, Description Gravel(GM/FILL) 0-1.3 Gravel(crushed rock)with Silt,medium dense,moist,5/8-7/8"minus(FILL) Sand with some Silt and 1.3-2 TP-6-1 Fine Sand with some Silt and occasional Gravel,brown,moist,medium dense(FILL) Gravel(SP/FILL) Sandy Silt with Gravel 2-4 TP-6-2 Sandy Silt with some Gravel,black,moist,soft,coal pieces,kiln ash,wood fragments (ML/FILL) and tar,(FILL) Bottom of test pit at 4.0'on 8/11/98.No free water observed. 60-8248-01 TESTPITS.xls Plate 6 bgs:depth below ground surface AutoNation Inc. Test Pit Soil Descriptions Proposed AutoNation USA Renton,Washington Refer to text and to the Site Plan,Figure 2 for Approximate Test Pit locations. Test Pit#7 e „ .. .. o *� .... . c. a a _ i E CO) c o .0 "v�i ASTM Classification coci U ;' O ,4 F Description Gravel(FILL) 0-0.4 3"Asphaltic Concrete (poor condition) Silty Sand with Gravel 0.4-1.3 TP-7-1 Silty fine to medium Sand with some Gravel,brown,moist,medium dense(FILL) (SM/FILL) Silty Sand with Gravel 1.3-4 TP-7-2 Silty fine Sand with some Gravel,black,moist,loose,wood fragments,coal pieces,kiln (SM/FILL) ash(FILL) Bottom of test pit at 4.0'on 8/11/98.No free water observed. Test Pit#8 0 t• , ' 0. a al y y p rn L3. 'p C G .b .G y ASTM Classification q tj N p e4 F, Description Gravel(FILL) 0-0.5 3"Asphaltic Concrete over crushed rock and/or crushed concrete with silt and sand, moist,medium dense Silty Sand with Gravel 0.5-4 TP-8-1 Silty fine Sand with some Gravel,black,moist,dense,with coal pieces and kiln ash (SM/FILL) (FILL) 3-4 TP-8-2 Bottom of test pit at 4.0'on 8/11/98.No free water observed. 60-8248-01 TESTPITS.xls Plate 7 bgs:depth below ground surface AutoNation Inc. Test Pit Soil Descriptions Proposed AutoNation USA Renton,Washington Refer to text and to the Site Plan,Figure 2 for Approximate Test Pit locations. Test Pit#9 ..� ,� o ei a E. E c ° o ...1 .a y ASTM Classification Acl (j N p ,� F, Description Crushed Rock(GM/FILL) 0-1.2 Crushed Rock 5/8-7/8"minus with silt and sand,moist,medium dense Silt with Sand with Gravel 1.2-3.5 TP-9-1 Silt with fine Sand and Gravel,black,moist,very soft(FILL) (ML/FILL) Silty Sand(SP/SM FILL) 3.5-4 TP-9-2 Silty fine to medium Sand with Gravel,black,moist,dense,with coal,kiln ash and wood fragments(FILL) Bottom of test pit at 4.0'on 8/11/98.No free water observed. 60-8248-01 TESTPITS.xls Plate 8 bgs: depth below ground surface TABLES TABLE NO. 1 SUMMARY OF COMPACTION RECOMMENDATIONS Area Compaction Recommendations(3) Subgrade Preparation and Compact entire fill to a minimum of 95 percent Placement of Fill For Structures relative compaction. Parkingand Access Driveways 1) Compact upper 24 inches of subgrade to a minimum Y of 95 percent relative compaction. Below this level, compact fill to a minimum of 90 percent relative compaction. Trenches(2) Compact in accordance with the appropriate recommendation as given above. Notes: , (1) Depths are below finished subgrade elevation. •(2) In landscaping areas,fill should be compacted to a firm and unyielding condition. (3) All compaction requirements refer to relative compaction as a percentage of the laboratory standard described by ASTM D-1557-91. All lifts to be compacted shall be a maximum of 8 inches loose thickness. (4) All fills,subgrades,and backfills need to be firm and stable. 60-186701/6018R125.DOC Page 1 of 1 Copyright 1998 Kleinfelder,Inc. APPENDIX A s;"I �:�� "':fI) 1 -../.. •i::.•).,).:.•.•...•;,•.•.U.:r.....",..•r,..77....•C--•:,..,..,••••,•c',.,'....i,{. . .r ll Y!'., •1: -ti (: \1 - '% /-%1 •jam' y. '; ,F / - 'r i ( • YJ." \ :i ... . \•' f (. -., -J"r,11.. ). j i ,`i 1 f fir. .c, ✓�','• .., 1 '%.�'_ i . \ ,:.. :( • \ (' •• f ,;a (`••: ?''" .% :: -1 • <L _ •• • 1� ..'' • yr" �. • ,.- - ,......,...`" ,/3) 'yam y':'f 'j:."- 'r' !':.l r;...'/..-:• / .'.t ! L�,. ;.) '`', :{�: • r .\ :` ;?..•: '•1,;, i' :1 •i.; it<::;1"y: - ?'r, -:.\(• ':\r` ' 1 '2 `•.•I'r..: ? '▪ `� •F,''' ,r ) GEOTCHNI6AL':SERVICES ' - 1' •. • . ; !, ,,•c -r._: -:, ':.� - 4 , �:•��,;' ,�� ;REPORT. FF- - +.. , - ;,i _ :t <: :l' .t.' '' E' ONTAMINAT ON' STDY ' ,. 7Y:::' ' .�`'l: ..,!4i - " SUBS._;_ l ::, • '' N.- .• ER.. ;', ;`I;'J: :)e: ' 1` ,'{ • \; -, . :. ▪ yi _ ./._ •� FORMER' RENTON'TRANSPO&TATI9N:(ENTER :. ••: .2:.. - \' . . ! . RENTON '':WASHINGT N.. :,. 9t ::` ram. •.U,:. :r 1: .•',1,• , ,- -"/-= ): ? - !•' ,\1.' •'• ••' }. •'1 'r -: , `• `.^ ;ri• -:r - ,~,: •-;' :\' ' r i..PUGET 'SOUND ,OWER`'&'LIGHT 'CO.,\ .• ... .) ,l.- - •(f .q'. j. 1. . •2(--"::a' )r),; ( \'.' \_ / • •6: : 1 '' ' I • :, • - ^•�.. 4v '/• - •1'_ . '('\:. ! ',.. .\ Y v.` ._ l \.. ..; r.j. l._•'� - ( /";i-• f-\- ( y.- .{, 1 • • �} i. ". , _ / -.� - -) .,. ', " ': N .r�:. . .yi : •.• I' { • 1 -.. '"I { :, r• �': ram_ . ` 'i' .. ').� — �• I'• • .��'•;' i•—.��(.. 4 i ' " '1'' it 1:- .. ..• k/• •- ✓,: — i^ a •.... . a • '.t. ,r" (fir •. ,\ .`' j,; ( — ,• ' ( -' � 1) �. _ ., _ - �t - - ' • - �• 1:L• '1 s. r` \"1,� 0(• .: - '•.}. J 1\-ate ^' . . • "` (1/ter' r5, • ' : ' I ••.+:- \ • t . ), I:. J • •' ' ,• - 1• `".. /,.. . I 1 ' I" +•.• . � , f fit`' '-' ,•'- `.\ •).. I : 1 • `(` . )l . ii.' \ i; . • Fence MW-4 • 0 20 40 93.00 SCALE IN FEET MW-1 • • MW-2 92.62 r— .— T4 92.94 Underground Tank #227 Underground Tank #225 T3a- _ � • MW-3 Underground Tank #224 L__ .JAT1 93.28 � Teq.. JpT7 T64r T6 Underground Tank #226 ,Service Island $ EXPLANATION: Former Transportation Center Building • M W-1• MONITOR WELL LOCATION AND NUMBER 92.62 GROUND WATER ELEVATION DASED ON 5/ 18/88 MEASUREMENTS --- T1_ A NORTON CORROSION LIMITED, INC . CORE LOCATION AND NUMBER - APPROXIMATE DIRECTION OF GROUND WATER FLOW 1 ♦ BENCHMARK AT CENTER OF MANHOLE. ASSUMED ELEVATION AT 100 . 00 FEET. REFERENCE : UNTITLED, UNDATED MAP PROVIDED BY PUGET POWER 1W SITE PLAN AND SITE MEASUREMENTS MADE BY GEOENGINEERS ON 5/ 18/88. Geo OEngineers FIGURE 2 Ni • MONITOR WELL NO. MW-1 WELL SCHEMATIC w c a DESCRIPTION Casing Elevation: 99.31 0 0 E Group Casing Stickup: -0.22 mu co Symbol Surface Elevation: 99.53 feet 0 �0--.7 STEEL SURFACE AC ASPHALT CONCRETE - MONUMENT SP BROWN FINE TO MEDIUM SAND WITH GRAVEL AND A - BENTONITE SEAL TRACE OF SILT (FILL) (MEDIUM DENSE, MOIST) — 2-INCH, - _ = SCHEDULE 40 PVC BLACK COAL FRAGMENTS WITH A .TRACE OF :BROWN _ SOLID 18 • SILT . (MEDIUM-DENSE, • MOIST) (FILL) - 5— ::; :•. -COARSE SAND BACKFILL _ _ • •••:: '•': 2-INCH, WATER LEVEL AT 6 ..9 FEET ON 5/ 18/88I - =f:• SCHEDULE 40 PVC . 020 INCH SLOT CA - •• :C�:•:: WIDTH _ '.':Cf:••';: SP GRAY MEDIUM SAND (LOOSE, WET) ML DARK GRAY SILT (STIFF, WET) _ ::._;,: 16 ■ SP GRAY MEDIUM SAND (MEDIUM DENSE, WET) - 15 — . :. BASE OF WELL AT 15 . 0 FEET BORING COMPLETED AT 15 . 0 FEET ON 5/ 13/88 _ - NO HYDROCARBON ODOR DETECTED - Hw - - w - u. - z — 20 — i- _ - a w _ 0 - 25--‘ 1 L - 30— 35 — ti _ • 40— • Note: See Figure A-2 for Explanation of Symbols i • �, ' Engineers � ► LOG OF MONITOR WELL Geo � e FIGURE A-3 N 9 YI^ rp., wq rb .. - .. ... __ - -_. - -____ r iNRR,9*"'i —__ 4r s 1.+•n-N.w.• e -. 5 n 'r• MONITOR WELL NO. MW-2 .. .•rJ::-• ' co WELL SCHEMATIC °' I - ° DESCRIPTION Casing Elevation: '99.16 o c Group Casing Stickup: -0.31 m o 0 Symbol Surface Elevation: 99.47 feet I 0 ' STEEL SURFACE A(' . ASPHALT CONCRETE - .14:m ` MONUMENT SP BROWN FINE TO MEDIUM !SAND WITH GRAVEL (FILL) - — - BENTONITE SEAL (MEDIUM DENSE, MOIST) 2-INCH, • • - SCHEDULE 40 PVC CA BLACK COAL FRAGMENTS ' (MEDIUM DENSE, MOIST) SOLID 23 ■ (FILL) 5— •_ COARSE SAND T BACKFILL - WATER LEVEL AT 6 . 5FEET ON 5/ 18/88 2-INCH, SCHEDULE 40 PVC 1 . 020 INCH SLOT SP.- GRAY MEDIUM SAND WITH SILT (LOOSE, WET) WIDTH 4 II SM ' _.... SP INTERBEDDED GRAY SILT AND GRAY MEDIUM SAND 1 - '' ML WITH WOOD FRAGMENTS (LOOSE, WET) -I t`' ' 4 15 — ''*- - BASE OF WELL AT - 1 • 15 . 0 FEET BORING COMPLETED AT115 . 0 FEET ON 5/13/88 11 - I ' - NO HYDROCARBON ODOR IDETECTED I ! I- - w • I w w - I i Z - 20 — . I = I a w - 11 - I . 25— I 30— • - • • - • I I. 35 — 1 :y 1� _ f• : 1 •1 •ii 4:1f ti 40— :Note: See Figure A-2 for Explanation of. Symbols .., v 1 . —,!v?• LOG OF MONITOR WELL •``�`' ?'`` • 'In�Rh.'�?u Geo ��Engineers 1 . .....,-,...,. .. ,,,,yt",.., - / FIGURE A-4 ='' - e I y a pan • I t �e,•Alf 4 r" a ▪ Y r r , i r'a s !.•rr^K� •1, 1 4;,,`` :± i„ ,. •.fir'. QY *4.' -./1.'11; lr .0 ykf a. ; ira t ,r . 1 • , •'',AV...&)14:4,AC:IIL\i.i:,,, ..-. ‘•• . i. . 1 1 : a.•A• . t•te ,J I ' ' MONITOR WELL NO. MW-3. W WELL SCHEMATIC °' E. °• DESCRIPTION Casing Elevation: 99.59 0 0crj Group Casing Stickup: -0.34 mo co Symbol Surface Elevation: 99.93 feet 0 STEEL SURFACE A ASPHALT CONCRETE MONUMENT GW BROWN FINE TO COARSE GRAVEL WITH SAND (FILL) - — BENTONITE SEAL (DENSE, MOIST)CA 2-INCH, 41 • �- SCHEDULE 40 PVC SOLID BLACK COAL FRAGMENTS (MEDIUM DENSE, MOIST) - r: : COARSE SAND (FILL) 5 i'' B A C K F I L L :: _,'' 2-INCH, WATER LEVEL AT 6 . 7 FEET ON 5/ 18/88 ~ •: . SCHEDULE 40 PVC SM ARK .GRAY..SI,LTY . ETNE TO MEDIUM' SAND : • . 020 INCH SLOT 4 (VERY LOOSE, WET) - WIDTH 1 .. 2 • 0 • • 15 BASE OF WELL AT 5 1 15 . 0 FEET BORING COMPLETED AT 15 . 5 FEET ON 5/13/88 _ NO HYDROCARBON ODOR DETECTED F- I w w LL Z20 I— — a w - o 25 • • 30 • 35 • 40 Note: See Figure A-2 for Explanation of Symbols • • • LOG OF MONITOR WELL Geo 1O Engineers FIGURE A-5 MONITOR WELL NO. MW-4 U) WELL SCHEMATIC °' DESCRIPTION Casing Elevation: 98.10 0 0 - Group ca Casing Stickup: -0.11 mo w Symbol Surface Elevation: 98.21 feet 0 '/,-~ STEEL SURFACE A ASPHALT CONCRETE 1—� '71--Ij MONUMENT SP BROWN FINE TO MEDIUM SAND WITH GRAVEL (FILL) •-BENTONITE SEAL • (MEDIUM DENSE, MOIST) 2-INCH, BLACK COAL FRAGMENTS (MEDIUM DENSE, MOIST) �' SCHEDULE 40 PVC (FILL) SOLID :A, COARSE SAND 5— �•?�:� BACK FI LL WATER LEVEL AT 5 . 2 FEET ON 5/ 18/88 SM DARK GRAY SILTY FINE TO MEDIUM SAND (LOOSE, WET) - ' SCHEDULE 40 PVC . 020 INCH SLOT ag!:: WIDTH i 0 — ;:: , ... ML INTERBEDDED GRAY SILT AND GRAY MEDIUM SAND SP (LOOSE, WET) BASE OF WELL AT 15 . 0 FEET BORING COMPLETED AT 15 . 0 FEET ON 5/13/88 _ NO HYDROCARBON ODOR NOTED H w - w u. z 20 — I I- a w 25 - 30— • 35 — _ 40 — Note: See Figure A-2 for Explanation of Symbols ' Engineers LOG OF MONITOR WELL Geo � " FIGURE A-6 . ./''..\I 1L-,•'. .\ ••`., ,,. }.) . .•\' "'rr.J1 \ \ .. -..,,,r: - - q [,1- 6 :'�r' •.4i3A. .'•' /' r f : ) :. t r' ''1 —' Imo, :/ •: ,1 '-' `.r,_,;1., 4 ..,.. s., -,-,,,,c.-. -;, .. ,,,... ..... .. :..... ..._:.•., .. ::..-..-:.., y-..) '� 1 . ' .. : -/I • ,..,_(. • • • • ;.`-�w•:! r \ ' .` \., t�'i • I j:' ): J. ,, ▪ S'• :,\ • _•`\.�.,•\^ ;6-?tz a..`;'••.1 • r a • (, • }r • r: • { •'. • !1.� �'\, ti'-1:_• •-1. I. • 1-•,•l :I-•••-•! • 1 ;:• '' -;'•-•(/ir .• $'� :... j�� -'• j•��, . / .y� • . �� 'k�'.err,; �� ' 1L• '��� �`;' `"-, .v�t� •• •r .�1.'., . • -7. . t'., • a l'. `Cy .:✓;. ,;'. ;;3'- i :e L1 SERVICES �;','= .i, - _ .<� ��, �•,.�`�':` :<�ZZ rJ :OF �GEOTECHNICA -5•.`: .�� ; � .-, :'• 'ij am - I'.. :�:• ''''-` ---• �, ,V h. _r �;,; (- , .� '.'..:r' • .r ate, .•1� f .) j :'1. :/.�: /_ j; L ''=T �f.' :):_ �.�..r o-1 r .•`: .f..�.. TANK:REMOVAL!ANU 1. ';: ;\� `• • ,- :.f'.�.,' �: - .1'::a'� -' h''UNllERGROUND.STORAGE �.� �,�. ^��•,:;•__�.,'',.; '"f� . .;r,. ;;�.•' _ ,Y. 7�1' .--ti, „•1.c � �1' - .y, .�SUBS�IRFACE��CO•NTAM ,�TIGi�•�'�STu� :, .�-,.�� ;L _. r�' •.A..• •c,',,•• ..7.;' i(:/' ,''1', ;>1 1°� •/ t >": -• •T'. 3.0; • tit'—▪''` • -,Y` .Ii ,jC'tij}:� X:,- :;• ,�. - 'r'� - ,.,; �!,[ .. • _ •� •:, •��. ,��. ORES �BLiII.DING;;•RENTQN':$ER I CE?�IT : ��.: r i';{ :; 1 '; ..fix: �, :•,-: �' ENTON,a -3�TASHINGTO1�'` t\.. .: :,." >•• :I� - , :� , ' POWER• ' &1LIGHT• C01`�Fr1fJY(; '�'• •' �, c .1 'E©ff PUrET SOUND' , �. ti:'�':�g•:�' L,. _, .(' 4'. -..' , -:•1• -1.\..e' 11, -:L• 'E _ :<;-^ lt.• .;;` J:•. ... =•/` t j:':., f, \ � �. ; ;,s \ _ •` . , 'T' • ,I:..Y�._ \ _ X l- ;)..I '.J`. -\ y/\`'" l .� - 1 • 1 !C :�:•�'� },.• .f• :. ' `_•f �\ _ '-::, :-, , •" i::i • :yea•. 1•\•'i( • •, .�'.. / •.- ( .1 N _ • ', `• -L • ✓ i ;: ; •R115':. �i-: F\ _ •, • .. .I •:� `" -`I . I -•- , 'L. , yf •l� '�'• ^': • c, 4r; • ir. 1•• `;E': .ir� Y �.r/. /. { _11 • `'', I ` \ r_} ?.(\, , � ':� /' '; �. ,^ �.l :,y (, 1. •�C+ � J •/ i' ) �� J'\I' `�'(� r�.; :1 �.r:;-r�,..T:1 •.., I j' _ - `� T _ 1'• 'l - `il i - • '-r .1-� \ ',• , `i' 'n •'j-' ,'+' ti,_.Y •_�.i"::'fib'.:` :`_ `�. , • ,�' \_` .,r'� .- _.-,).y\ .I.' \ \I' ^' •' -.I • ;il- '":'•• ,,5: ;:•:_- r, �. :t: .:"h; ;-•r`. r-`i'• I.••,;;is Y' -% '� �' .•%• 1::1: I ',-.:�- r;• :`Jl.':j;'-•.:� .'�. ' — \ :'ti �•/ J .ter,' ;.( _ r. •. _ ' u_Z> d� :i.": ): mot''' \ );\ \. I` . ; L Y' :v 1':.•.;[i .: :Sl ::?!;•:7.,-�: -_ .c� I. ': ..� 'I _ .l. • _ -.- \-!'.. _•j - fig'''•- ':k. r :� , yS.:r. '+ ,-.�'tif:ri:� .y. /:,•'.1% ::,1 1- / 1 ll Yf i- • F/• \ .'�.' ,. �'1': . .'4tr -c-�-y n~'�;��. s}-�� .��� _(• .}r�,.. ..��..� ` :Slr•r` . . /1. - � -+'r �_`.�f- 1\.2 , '� ' ▪ ,� +:1� •,��-s-• ;�=••d�',•.. ,,`[ ..`• %' '`-'-' :.�J1 '", }''.• - �•�, • ), '',• fist ',.) : ▪ c. r�. • .`� ,.� ':!,•c I.,,, �.,r;,? - '•,r.'�,.� { f ?�':l: •''•;\. ;-� �\�. ;• • J, �, _. �,, :./' �.p i\`• =r: �;;f1 ., S yak�Y �r r \•''i�:1:. ,'I '•I: --/, i ': .'iri 1 r .r t .K .• . ' •,:: •[ . --j! :t:' ,• s. - -: • - pr'X, �tJL7Yt,.,--',-4,j': i�+r.. '- ^', ,I.- , F ` I' ir� I: =Lt — �..__: 1 r- Building, including the concrete floor slab, is supported on timber piles. ,r- Within the garage area are three hydraulic lifts, two above-ground hydraulic L fluid tanks, and a truck wash sump. We understand that these hydraulic lifts ,have been out of service since May 1988. We have completed studies at the Renton Service Center which form the basis, of our general understanding of subsurface conditions across -the facility. Prior subsurface explorations generally encountered a thin layer of fill overlying coal mine spoils, which consist of a mixture of fragmented coal and rock spoils, with variable amounts of sediment. The source of the is coal mine spoils is likely to be the former coal mine workings east of the il. site.1 Ground water is typically encountered within the coal fill at a depth of less than 10 feet beneath the ground surface. Previous ground water gradients generally indicated a westerly flow direction. WASTE OIL TANK EXCAVATIONS ' GENERAL l Chempro Environmental Services removed the two underground waste oil tanks from the locations shown in Figure 2 and 3 on August 14 and 15, 1989. A representative of GeoEngineers was on site to observe the tank removal Ill 1 activities and to obtain soil samples from the former tank excavations. , Field screening methods were used to characterize the potential presence of II petroleum-related hydrocarbons in the soil samples. These screening methods are described in Appendix A. Sixteen soil samples from locations shown on Fig ure 3 were submitted to Analytical Technologies, Inc. (ATI) for chemical iII! analysis. All sixteen soil samples were analyzed for the presence of TPH III EPA Method 418.1 and selected soil samples were also analyzed for a fuel fingerprint (EPA Method 8015, modified) . The results of these hydrocarbon analyses are summarized in Table 1 with the field screening results. Seven I of the sixteen samples were further analyzed for volatile organic compounds (EPA' Methods 8010/8020) . The results of these further analyses are II summarized in Table 2. Analytical laboratory reports are presented in Appendix B. Soil removed from the excavations was stockpiled temporarily on-site on plastic sheeting and securely covered with plastic. After completion of • III chromatogram for the hydraulic fluid is presented in Figure 5. Figure 5 also shows sample chromatograms for other hydrocarbons which (despite differences in scale) demonstrate the distinctive fingerprint of the hydraulic fluid as compared to other distilled hydrocarbon products. The chromatograms for the hydrocarbon in the soil samples analyzed from the excavation for Tank #224 and Tank #225 correlated very well with- the profile 'of the hydraulic fluid (Figure 6) . EXPLORATORY BORINGS AND MONITOR WELLS Three phases of exploratory drilling and monitor well installation were performed to evaluate the distribution of subsurface contamination. Details of the subsurface exploration program are presented in Appendix A. One or more soil samples from each boring, selected on the basis of field screening results and depth, were submitted to the analytical laboratory for analysis of TPH !(EPA Method 418.1) . Selected samples from the borings were also submitted for fuel fingerprint analysis' (EPA Method 8015, modified) . The information gained from the exploratory borings and monitor wells was supplemented by the information gathered during the removal of the waste oil tanks and by four exploratory borings with monitor wells (MW-1 to MW-4) completed as part of a prior investigation. Six exploratory borings were drilled on the site on September 5 and 6, 1989. Monitor wells were installed in each of the borings (MW-6 to MW-10) . Fifteen additional exploratory borings with monitor wells (MW-11 to MW-22 and MW-24 to MW-26) were installed on October 9 through 12, 1989. Six additional exploratory borings were completed on November 27 and 28, 1989. Monitor wells were installed in three of these explorations (MW-23, MW-30, and MW-1,31) . The soil borings without monitor wells (B-27 to B-29) were backfilled. The locations of all exploratory borings and monitor wells are shown on Figures 2 and 4. SUBSURFACE SOIL CONDITIONS Shallow fill soil was generally encountered beneath the asphaltic concrete outside of the building, in the vicinity of the waste oil tanks, and beneath the portland cement concrete in the Stores Building. This shallow, fill consists of sand and gravel to average depths of 1 to 2 feet and a maximum observed depth of 5 feet. Beneath the shallow fill we 8 • ered a thick layerof coal mine spoils which can be characterized as encountered rock (generally shale) , with variable being a mixture of fragmented coa�hae coal mine spoils extended to depths of amounts of sediment. Generally about 8 to 12 feet below grade. The coal mine spoils were underlain by interlayered sand, silty sand, and silt which extend to the base of the R explorations. GROUND WATER CONDITIONS ground water conditions were explored by constructing monitor wells in Grou ls twenty-fou r of the exploratory borings. Construction detaiforthe ells are presented in Appendix A. Monitor wells from a prior investigation ou h MW-4) also provided additional water level information. (including MW-1 , thr g leted w Water levels were measured in all comp 1989 . Additional through MW-4) on September 7 , October 16, and November 15, 6� �„7_7 , and MW-25 on October water level measurements were-made989Wells e Measured water level elevations are 24, November 2, and November 27 , water levels P resented in Table 5. Between early September and mid-October, d an average of about 0.3 feet across the site. eatween rainsdinctober early anddro m water levels rose about 0.6 feet. Heavy and �mid-November, • N November are likely responsible for the water level rise in below existing The approximately 6 to 9 feet depth to ground water ranged from Water table elevations as grades in the wells on November 15, 1989. mea§ur ed on November• 15 are shown in Figure 4 and on the monitor well logs in Appendix A. SUBSURFACE CONTAMINATION MW-7 Ground Water Observations: Free product was encountered in MW-6 , seven periods between and MW-25. Product thickness measurements during Product was bailed October 16 and November 27, 1989 are shown on Table 6. roduct recovery could be from the wells on several occasions SO that6and MW-7 and was relatively observed. Product recovery was slow in MW- rapid in MW-25. A maximum product thickness of 1.32 feet was measured in MW-25 on November' 27 , 1989. tint roduct sam les from MW-7 and MW-25 for fuel fingerprint �I We obtained p P � modified) . The results of those analyses analysis (EPA Method 8015, demonstrat e that the product is hydraulic fluid similar in character to that 9 , I I 1 t • Y ' .'ABLE 5 WATER LEVEL'ELEVATIONS Well Water Table Elevations(feet) ` I Number 09/07/89 10/16/89 10/24/89 11/02189 11/15/89 11/27/89 MW-1 92.05 91.76 - -- 92.89 -- •\ -- IMW-2 92.37 92.10 -- -- 93.16 MW_3 92.59 92.19 -- 93.16 MW--4 92.54 92.12 -- -- 93.14 "- MW_5 91.66' 91.47 * 92.04 92.12 Iit � S 91.48* 91.58* 91.56 + ; , MW_6 91.21 50* 91.56* 91.74* 92.08* 92.13* tI, ;i MW-7 92.21 91.50 -- 91.91 '" I + 91.55 91.36 -- 1 Y,r -- MW-9 91.58 91.39 91.821 - � � 91.38 91.28 -- -- j MW-1 0 92.09 C � MW-11 91.50 91.09 `{{ MW-1 2 91.35 91.90 91.10I\ r MW-1 3III 91.52 92.07 • MW-14 91.49 92.05 . 92.08 91.08 MW-15 91.48 1. MW-16 91.50 MW-17 91.49 92.0008 . 0 h MW-1 8 91.43 91.90 4 MW_1 9 91.35 91.85 1 MW-20 91.29 __ -- • -- 92.08 j MW-21 91.50 _ -- 92.07 -" MW-22 91.50 -- 92.07 91.50 . MW-24 91.37* 91.48* 91.58 91.95* 91.96* MW-25 - __ 92.05 MW-26 91.50 t e . ... ... .. ..... .: :..;;:";.•. .. :: ot:.measur ; : ::::.;::::.:..:....:::... ... . .. ...... .. . .^-- ind+Catesn::::.:..:.:.;::.::::; : he locat+on.shown:on :�g:...,;:,.:...:::.:::..,.,...:.,. ...H., �._ :::.. :..::.;.::.::.;:.: • f100:0;feetat.the l. a.... .. ::, :.<..:::,:;:;,;::.<:........... based.on assumed date:.:; < >;<>:>:•.: :::; ; ;_:. :. . .. .. er:level<elevat�ons . . :..::: . ::>::. :. .::�:�::;;;:::..•; :.:: ...;::.:. been`corrected_fprfloating product «;:;:' ;Water.:Ievel elevation f�as. .. .J 23 SOIL CLASSIFICATION SYSTEM ' • GROUP GROUP NAME 1 MAJOR DIVISIONS SYMBOL WELL-GRADED GRAVEL,FINE TO ' GRAVEL CLEAN GRAVEL GW COARSE GRAVEL COARSE GRAINED GP POORLY-GRADED GRAVEL SOILS MORE THAN 50% GRAVEL GM SILTY GRAVEL • OF COARSE FRACTION WITH FINES _ RETAINED CLAYEY GRAVEL ON NO. 4 SIEVE GC MORE THAN 50% RETAINED ON CLEAN SAND SW WELL-GRADED SAND, FINE TO I NO. 200 SIEVE SAND COARSE SAND SP POORLY-GRADED SAND MORE THAN 50% SAND SM SILTY SAND OF COARSE FRACTION WITH FINES PASSES NO.4 SIEVE SC CLAYEY SAND SILT AND CLAY ML SILT. ' FINE INORGANIC GRAINED CL CLAY SOILS LIQUID LIMIT LESS THAN 50 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT MORE THAN 50% INORGANIC PASSES NO. 200 CH CLAY OF HIGH PLASTICITY, FAT CLAY SIEVE LIQUID LIMIT 50 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: I 1. Field classification is based on Dry - Absence of moisture, dusty, dry . •-- visual examination of soil in general to the touch I accordance with ASTM D2488-83. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-83. Wet - Visible free water or saturated, I usually soil is obtained from 3. Descriptions of soil density or below water table • consistency are based on interpretation of blowcount data, visual appearance of soils, and/or I test data. -- I • . I l ��, SOIL CLASSIFICATION SYSTEM c Geo Engineers W `e FIGURE A-1 II ' LABORATORY TESTS: SOIL GRAPH: III CA Chemical Analysis SM Soil Group Symbol i, (See Note 2) VAPOR CONCENTRATION DATA: '', , Vapor concentration given in parts per million ML Distinct Contact Between Soil Strata SHEEN CLASSIFICATION SYSTEM: NS No visible sheen Gradual Change Between 1 SM Soil Strata SS Slight sheen ,I . Water Level MS Moderate sheen HS Heavy sheen • Bottom of Boring II II BLOW-COUNT/SAMPLE DATA: i I Blows required to drive Dames & 22 I Location of relatively III Moore sampler 12 inches or other undisturbed sample indicated distances using 140 pound hammer falling 30 inches. _ 12 El Location of disturbed sample P p Location of sampling attempt P indicated sampler pushed with with no recovery III weight of hammer or hydraulics !' of drill rig. II 10 Location of sample attempt using Standard Penetration II l Test procedures 11 40 0 Location of relatively undisturbed sample using 140 pound Il hammer falling 30 inches 1. il, NOTES: 1. Information presented in the attached text and the Key To Boring Log Symbols is required to adequately explain the data on the boring logs. 2. Soil classification system is summarized in Figure A-1. 1 1 ' 3. The reader must refer to the discussion in the report test as well as the I' exploration logs for a proper understanding of subsurface conditions. II II lI ��j KEY TO BORING LOG SYMBOLS o I Geo��Engineers FIGURE A-2 w L} I I MONITOR WELL NO. MW-5 I WELL SCHEMATIC Vapor 11 y ,d Conc.(ppm) 3 C 0 DESCRIPTION Casing Elevation: 99.94 0 7 E Group 1 Casing Stickup: -0.46 Sheen m U N Symbol Surface Elevation: 100.40 - 0 —� 0 • , 9-inches Portland cement concrete tee!surface :•. monument i Black coal fragments(silt to gravel size)with a - 1 - trace of sand and silt(loose,moist to wet) Bentonite seal (coal spoils)(fill) 4- 2-inch,Schedule • 2 _ — 40 PVC solid - : casing �: r* _ :' - 3 •`?` ' 2-inch,Schedule SS 8 E 40 PVC screen with i 0.020 inch slot 4 - — width Q i -5 15- • �• Medium sand — .' backfill r Li. Prz S 10 IL i 1, SZWater level on 11/15/89 ` 1SM Brown fine to medium sand with silt and occasional 10— '' coal fragments(loose,wet)(fill) —10 CO m \ SS 7 - I. ca 11 - — 0 — I U - - Y • ._ to Y • Base of well at 12.36 feet Grades to medium dense - 1 13 - SS 16 • I, 14 - 1 Boring completed at 14.0 feet on 9/6/89 No petroleum-like odor detected ii m Note:See Figure A-2 for explanation of symbols 1 Log of Monitor Well , Geo��Engineers Figure A-3 i III i, MONITOR WELL NO. MW-6 a WELL SCHEMATIC Vapor b DESCRIPTION 1 Casing Elevation:100.07 Conc.(ppm) 0 7 E Group Sheen ^a 0 m Symbol Surface Elevation: 100.33 Casing Stickup: -0.26 m U N 0 • 111 • ram. 6-inches Portland cement concrete .Steel surface Imonument .;gr." GP Gray fine gravel(loose,moist)(fill) _ �- 1 " Bentonite seal SP Brown line to medium sand with gravel(loose, i. = moist)(fill) 1 :`. —2-inch,Schedule - 2 _ 40 PVC solid • • ' - • — casing — Black coal fragments(silt to gravel size)with a • — trace of sand and silt(medium dense,moist) - 3I'I • 2-inch,Schedule NS 27 (coal spoils)(fill) = '. 40 PVC screen —.•: with 0.020 inch 4I- slot width a—Medium sand backlit] . SS 8li Grades to loose - _ LI , 1 ML Gray silt with occasional coal fragments (medium stiff,moist to wet)(fill) _ I, H ! - i - a- •' _'� Light brown shale fragments with a trace of _ 0 g = MS• 9 • :Il 57 sand and silt and occasional coal fragments :lb _= — (loose,wet)(rock spoils)(fill) __ — _= Water level on 11/15/89 — —10 1 — — to SM co �.'••,^,��• Mottled light brown and dark brown silty tine to — • medium sand with occasional coal fragments N = MS 3 (very loose,wet)(fill) N. 11 - — • • • Base of well at U - 1156 feet SP Gray fine sand with a trace of silt(loose,wet) Y l • • • - 3 • NS 6 14 - Boring completed at 14.0 feet on 9/5/89 SIight petroleum-like odor detected at 8 feet m 15— 115 m m 1¢ - , m Note:See Figure A-2 for explanation of symbols ' Log of Monitor Well Wit►•• Geo Engineers . ; • Figure a-a I MONITOR WELL NO. MW-7 M WELL SCHEMATIC Vapor I y -4 DESCRIPTION Conc.(ppm) o 7 EL Group Casing ion:100.15 Sheen 'i 0 • Symbol Surface Elevation: 100.41 Stickup:Stickup: -0.26 CO O N 0 0 6-inches Portland cement concrete teel surface -`' monument GP Black fine gravel with sand(loose,moist)(fill) _ 1 Bentonite seal Black coal fragments(silt to gravel size)with a trace of sand and silt(very loose,moist to 2-inch,Schedule F" " wet)(coal spoils)(fill) 2 _ : 40 PVC solid casing . � I 3 - :.•: •: • 2-inch,Schedule NS 2 1 40 PVC screen with ' i 1 ': = 0.020 inch slot 4 _ .:: width 7 4 —Medium sand I •:•= : backfill cT SS 2 ui to I 1L ,,a - I D. p8 - HS 16 CAI Grades to medium dense 2Water level on 11/15/89 -10I 10- '.:= SP— Dark gray fine to medium sand with silt and mO:; SM occasional coal fragments(loose,wet)(fill) - H :: SS 9 (II 11 - o Base of well at _ U 12 - •`. 1155 feet I. YSM Brown silty fine to medium sand with occasional coal and rock fragments(very loose,wet) 13 - SS 2 ;i (fill) i•, 14 - Boring completed at 14.0 feet on 9/5/89 Slight petroleum-like odor detected at 8 feet vt m 15— —1 • 1 a• 1 m 16 - _ m Note:See Figure A-2 for explanation of symbols 1 Log of Monitor Well Geo� Engineers Figure A-5 L MONITOR WELL NO. MW-8 I' ;I WELL SCHEMATIC Vapor 1 43 • ,-I DFSCF.IPTION 1 '' Conc.(ppm) a 7 E Grou Casing Elevation: 99.90 Sheen '-1 CI R Symbol Surface Elevation: 100.36 1 Casing Stickup: -0.46 m U N 0 1 ' • ,,;r.I- 6-inches Portland cement concrete .Steel surface -• .f monument � .,R, Black fine to coarse gravel with sand(loose, ..- moist)(Fill) - • 1 1' — Bentonite seal "0- Black coal fragments(silt to gravel size)with a • I = trace of sand and silt(medium dense,moist to I 2-inch,Schedule wet)(coal spoils)(fill) 21,_ --- 40 PVC solid - -, II, ••= casing 1 • i - :3 ` .. a1`. 2-inch,Schedule SS 17 - . 40 PVC screen with L 0.020 inch slot F"''- 41- width 2 . - 5;- .III 4-Medium sand II; - •• backfill Grades to loose I SS 8 - F- i 1, H 71- II - 2 • ''�— • - Light brown shale fragments(silt to gravel size) t1 • _ with a trace of sand and silt and occasional _ O 811 - MS 9 • ill coal fragments(loose,wet)(rock spoils) - ail 17 (fill) • Water level on 11/15/89 110 m 101- - - sM ap , - Mottled light brown and dark brown silty fine to m �- : medium sand with coal and rock fragments \ ; SS 11 (medium dense,wet)(fill) - _ al 11I - .t . . o II • Base of well at Y • 11.82 feet w • ML Gray silt and fine sandy silt with occasional lenses of fine sand and occasional coal 13 - NS 5 • 11 fragments(medium stiff,wet)(fill) III 14 - - 11 Boring completed at 14.0 feet on 9/5/89 No petroleum-like odor detected ` m 15- -15 1 m I:' t f c 10 - a m ii, Note:See Figure A-2 for explanation of symbols I , if ' Log of Monitor Well Geo��Engineers Figure a-s MONITOR WELL NO. MW-9 M WELL SCHEMATIC Vapor y • DESCRIPTION ' Conc.(ppm) o 7 E Group Casing Elevation: 99.14 Sheen "a ° i Symbol Surface Elevation: 99.71 Casing Stickup: -057 m U to 0 0 3-inches asphaltic concrete .Steel surface ' SP Brown fine to medium sand with gravel(loose, monument moist)(fill) - 1 minBentonite seal C N - NM 2-inch,Schedule I 2 _ "r - 40 PVC solid casing Black coal fragments(silt to gravel size)with a 3 - I �,. 2-inch,Schedule 21 ' trace of sand and silt(medium dense,moist to O 40 PVC screen with ••= wet)(coal spoils)(fill) '•: 0.020 inch slot I C width p 5_ . Medium sand backfill I Grades to loose MS 9 W =::: Z Light brown shale fragments(silt to sand size) - ' .• with a trace of sand and silt(very loose,wet) _ :.�': �7 (rock spoils)(fill) 0~ C Water level on 11/15/89 _ • HS 1 CAI -----_____, ML Brown silt with fine to medium sand and occasional coal fragments(very soft,wet)(fill) - 10— Co •C ' m / SP- Black fine to medium sand with silt and occasional • MS 3 tU coal fragments(very loose,wet)(fill) tU - _ cu 1 11 WI.`: : SM O _ to Base of well at ML Gray silt with fine sand(medium stiff,wet) Y • • 12.39 feet - 13 - SS 13 C - 14 - Boring completed at 14.0 feet on 9/6/89 • No petroleum-like odor detected , m 15— —1'. . . t -4 m 16 _ m Note:See Figure A-2 for explanation of symbols . S Log of Monitor Well Geo�e Engineer Figure A-7 11 MONITOR WELL NO. MW-10 I M WELL SCHEMATIC Vapor , 4., DESCRIPTION Conc.(ppm) Group Casing Elevation: 99.78 Sheen 'a o 0 a bol Surface Elevation: 100.35 Casing Stickup: -038 to 0 to 11 0 0 3-inches asphaltic concrete Steel surface SP Brown fine to medium sand with gravel(loose, moist)(fill) monument' _ 1I — Bentonite seal 2-inch,Schedule - 40 PVC solid 2 'll • Black coal fragments(silt to gravel size)with a • casing gm :'. trace of sand and silt(loose,moist)(coal . spoils)(rill) 3 • •.• - 2-inch,Schedule SS 5 : 40 PVC screen •', with 0.020 inch _ 4 — slot width _ C:. ice-- — 5 =:FMedium sand 'P^ backfill - . SS 11 Grades to medium dense with occasional rock 6 ll_ fragments tL M 71I''- - _ — I= Light brown shale fragments(silt to gravel size) • d -. with a trace of sand and silt and occasional _ O $'1- =:: SS 13illi coal fragments(medium dense,wet)(rock _• _= Q spoils)(fill) _= Water level on 11/15/89 9,_ — -10 m l0i'- • - ._ N • :-• NS 20 C- U 11 - — =_ 0 —0 _— - U 121 - • - : ML Dark gray fine sandy silt and silty fine sand with Y Base of well at : SM coal fragments(medium stiff-loose,wet) criX • . 12.14 feet (fill) x _ 131' - SS 7 1411 - Boring completed at 14.0 feet on 9/6/89 1,1 No petroleum-like odor detected a) 115 .im . m fl Note:See Figure A-2 for explanation of symbols - 'I Logof Monitor Well ��� II Geo%r Engineers - �./ g Figure A-8 . - MONITOR WELL NO. MW-11 • I WELL SCHEMATIC Vapor DESCRIPTION Casing Elevation:100.13 Conc.(ppm) 1 g 12- 0 a E Group Casing Stickup: -0.27 Sheen ""I 0 • Symbol Surface Elevation: 100.40 m C) tri 0 ...Steel surface ...:.,-. 0 monument • 6-5-inches Portland concrete cement : : : : : SM Dark brown silty fine to medium sand with 1 - • • •• • gravel(loose,moist)(fill) Bentonite seal • •• • — 2-inch,Schedule - • ..-... . 2 _ . . 77 40 PVC solid• ;:. • ••• casing • . •• . . Dark brown fine to medium sand with gravel,a , ' • .• . .•• .• • :. • SP: . . • . • . • trace of silt and occasional coal fragments SS 11 • • '. • ' (medium dense,moist)(fill) I . . .. ! • • • •• •.. . 1 . . . . •• „ . • • : .• ..•.• _ ' _ I I . . .• • , . :.:.::.: • . .. • • • • . . . . . .. .. •• . Black coal fragments(silt to gravel size)with a —5 • . ., . 2-inch,Schedule --, trace of sand and silt(medium dense,moist :.: 40 PVC screen -with 0.020-inch SS 13 to wet)(coal spoils)(fill) ! '•• •.. 1 1 .: :: :.• ' 6 _ ::- •.• slot width I-- _., uJ • • ul ..R. I u. i 7 - ;•: ::• - -, - . 1 I I- - . . n. 68 8 - :.: :•'. Grades. • 1 - 1 ; SS 5 CAI 7 to loose '._• : .: .• • •• . ----Water level on 11/15/89 !_, I l' •• • ... . . . • .. P"-: . , : .•. .. . . . • P,.- . . ..... -:.. .cu 10— .: :•• P-- —10 I . • .•.* Medium sand P-.4 m 1 i."• •••• backlit! - - , ,1 --- tu 11 - -' SS 5 . . ..-4 .•'. :••••• r!: -, 0 :•'. ••••• ! : : :.• . -••:'. (9 . • :•: • SM Brown silt and silty fine to medium sand(loose, Y i : :. :.• : mL, medium stiff,wet) 12. feet : ,.... ! 13 - :...:,..••• Base of well at in • _ _ I .....•.•::.• 77 SS 4 . •.• . 1 \ • .. i 14 • • • . . Boring completed at 14.0 feet•on 10/9/89 _ __ 1 . No petroleum-like odor detected Tt M 1 15— —1! .4 GI ' CD - 1.--...4 CD I Note:See Figure A-2 for explanation of symbols I ! ' I : :,..., Log of Monitor Well LI-- . GeofrEngineers ilk.e • _ --,,,,- Figure A-9 ri MONITOR WELL NO. MW-12 N WELL SCHEMATIC Vapor 1 DESCRIPTION Conc.(ppm) Group Casing ion:100.16 Sheen --1 O a Symbol Surface Elevation: 100.38 ICasing Stickup: -0.22 m U to 0I 1i 5-inches Portland cement concrete 0 teel surface •-- '_ monument �'- Black coal fragments(silt to gravel size)with a - -. trace of sand and silt(medium dense,moist to 1 I — Bentonite seal wet)(coal spoils)(fill) =4 2-inch,Schedule - 2 40 PVC solid casing i - Rs"- - 3 SS 23 4 II • • W 5 j' 3 2-inch,Schedule —•.• 40 PVC screen with Grades to loose • 0.020-inch slot SS 8 1 W _ 6 _ — width t- lti H 7 t- Grades to medium dense '_ -DLL' g i SS 10 • li` i Water level on 11/15/89 9I- �. __ SM Gray silty fine to medium sand with occasional —10 —.• gravel(medium dense,wet) 10'- • _f—Medium sand ' : backfill — SS 11 a 111,- - ❑ I' _ SP— Gray fine to medium sand with silt(loose,wet) - ❑ -. U IZI, - SM Yin • Base of well at -- 12.36 feet - 13!I - SS 8 ML Gray silt(medium stiff,wet) ill 14 - Boring completed at 14.0 feet on 10/9/89 No petroleum-like odor detected m —15 m 5 1 '— 1 1 .4 _ m �I m 16 - - m 1 • Note See Figure A-2 for explanation of symbols II, Log of Monitor Well l Geo Engineers Figure A-10 I MONITOR WELL NO. MW-13 p WELL SCHEMATIC Vapor 1 y ,1 DESCRIPTION Casing Elevation: 99.96 Conc.(ppm) Group • Sheen -4 O R Symbol Surface Elevation: 100.40 Casing Stickup: -0.44 m o N 0 6-inches Portland cement concrete ' .Steel surface •—:�' monument . i : •,��,• W Brown fine to coarse gravel with sand(loose, :f moist)(fill) - ntonite seal .� -s 2-inch,Schedule • Black coal fragments(silt to gravel size)with a 2 - 40 PVC solid trace of sand and silt(medium dense,moist) - casing (coal spoils)(fill) I _ . "-' I 3 - •NS 17 = - I_ 4 - 5 ... . 2-inch,Schedule —•. 40 PVC screen 13 Q • I • — • with 0.020-inch - 6 - =:` slot width ' W •. . II- — H I Pn W g _ .. - 9 — SS 7 till, - - Water level on 11/15/89 i -_ Light brown shale fragments(silt to gravel size) I : =•` `- ' (loose,wet)(rock spoils)(fill) - —10, 10—0) em•s—Medium sand `- = m . backfill `- • I. _ NS 8 1 _. - I N 11 - • : o 1- _ —. _' -. - U - . Y I �.: ' - . N • Base of well at : •`. 12.39 feet ti- - 13.- NS 9 �= • I :*:•.••: al SP Gray fine to medium sand(loose,wet) - • 14 - Boring completed at 14.0 feet on 10/12/89 No petroleum-like odor detected I -16 - m Note:See Figure A-2 for explanation of symbols _. % Log of Monitor Well GeoEngineers Figure A-11 MONITOR WELL NO. MW-14 II WELL SCHEMATIC Vapor i I DESCRIPTION II Casing Elevation:100.13 Conc.(ppm) G 7 E. Group Sheen "4 0 a Symbol Surface Elevation: 100.39 Casing Stickup: -0.26 10 U N 0 0 ' 7-inches Portland cement concrete .Steel surface •--�' monument Dark brown to black coal fragments(silt to gravel I size)with a trace of sand and silt(very - 1 1 ` Bentonite seal P loose,moist to wet)(coal spoils)(fill) _ — • . 4._2-inch,Schedule - 2 I' _ = 40 PVC solid - . , casing P• I__ 3 - - .`: NS 3 4 III- • �•`.�•� 5 it ::...'. 2-inch,Schedule II, _ 40 PVC screen with 6 Grades to loose with occasional rock fragments j _ 0.020-inch slot ' 6'- —•• width - w • IL 1I • - -- IL I '•-'. : Z 7I'- - H to medium dense with occasional wood a • Grades _ O $ - - HS 10 • :ii'i P--- p fragments _ — =Water level on 11/15/89 I _ ,�' - 9III - 10' _.. Medium sand P -10 ro backfill WI it SS .14 • Ili a 11' :. .•: 4 O 1Z - _.` ML Gray silt with wood fragments(soft,wet) N Y . 13,1 - — B�of well at NS 3 • iII = 13.23 feet '1 ill SM Gray fine to medium sand with silt(very loose, 14 - wet) Boring completed at 14.0 feet on 10/9/89 -- No petroleum-like odor detected a m 15- -15 I , a m 16 m it Note:See Figure A-2 for explanation of symbols ØLog of Monitor Well Geo� Engineers . Figure A-12 MONITOR WELL NO. MW-15 M. WELL SCHEMATIC Vapor 1 y -1 DESCRIPTION Conc.(ppm) p Casing ion:100.27 Sheen "1 0 • Symbol Surface Elevation: 100.39 Stickup: Casing Stickup: -0.12 m U m •O 7-inches Portland cement concrete teel surface •--� ' monument • • Black coal fragments(silt to gravel size)with a 1 II trace of sand and silt and occasional rock. - -Bentonite seal fragments(medium dense,moist to wet)(coal spoils)(fill) =4 2-inch,Schedule 2 - = 40 PVC solid - 1 casing 3 - • NS 12 D - i • 4 ' — —5 5 `. ., —2-inch,Schedule — 40 PVC screen with Grades with brown silt,loose • 0.020-inch slot SS 4 1 - 6 _ width tu • .: : ::. N 7 _ _ I 0 8 - MS 7 pp _ Water level on 11/15/89 — —10 I 10— = -Medium sand0 SM m Dark brown silty fine to medium sand with coal \ _ bacll fragments(medium dense,wet)(coal spoils) t- SS 11 • ;;ii (fill) - n i 11 - o _..❑ — - o 12 - _ Y Base of well at to 12.26 feet SP Gray fine to medium sand(loose,wet) • Y _ 13 - Ss 12 fillML Gray silt with fine sand(stiff,wet) - 14 - Boring completed at 14.0 feet on 10/10/89 I No petroleum-like odor detected —15 I ! 15—16 - m 1 Note:See Figure A-2 for explanation of symbols . __ Log of Monitor Well Geo��Engineers Figure A-13 i tw 1 MONITOR WELL NO. MW-1 6 11 is WELL SCHEMATIC Vapor t Conc.(ppm) li 4j..; .-4 DESCRIPTION Casing Elevation:100.19u 7 E- Group Sheen --I D II Symbol Surface Elevation: 100.27 ICasing Stickup: -0.08 ci c.) iri II 0 • 0 1 1 teel surface 6-inches Portland cement concrete monument ---- ' Black coal fragments(silt to gravel size)with a P'-- 1 7 — trace of sand and silt(medium dense,moist to - P--'ntonite seal .. wet)(coal spoils)(fill) = — 2-inch,Schedule — —- 40 PVC solid .4 2 ''7 - casing 3 L ; ..=-....:' 1 --Q. - sS 15 " '-- •. —.. P'1 4 - ......--.-.: - - - ..= . , . . _.. P-: 5-r :"• --:.: ...-.a. . 2-inch,Schedule . . • —•-* 40 PVC screen with :- 0.020-inch slot SS 10 I --- 6 _ :-: =-:.: width i-- =..... U1 til U. -Q _ H • . —.. = .•...-- •. C. Grades to loose al -l.,.=.'l. 0 MS 7 __Water level on 11/15/89 11 ': —••• ' 'I:I P. ... _.. 9 1- :-...=... r.._, •• —•• •.. —.• -o--• •.. _... io— • .— • 1 En 1 :: =,i---11eiedium sand SM tO ' -'• ---'•l backfill Brownish gray silty fine to medium sand with \ • • —-• SS 3 occasional coal fragments(very loose,wet) r- \DJ 11 (fill)- : ". ••, : _ . .1 .•...— • . 1 .•. —r•: ... ___,• • .---- •• o o . • —•• - 0 ••.-- • • 12 - :: =-..: 0 , •• .. —.• x 1, :*:='•.: Base of well at SP Mottled gray and brown fine to medium sand with 13, - .....• ..*: 12.77 feet occasional lenses of fine sandy silt(loose, - NS 8 r , ..•. .•,.....• ill wet) '.. • , .•• .••. . . •_ 1 Boring complete at 14.0 feet on 10/10/89 1 , No petroleum-like odor detected V. 151'1— , m —15 1 a) . wr 1 1 . 1 ' CD .4 1 __ea Note:See Figure A-2 for explanation of symbols Geo Engineers Log of Monitor Well --J/I. li . _ Figure A-14 , 1 -_ 11 MONITOR WELL NO. MW-17 p WELL SCHEMATIC Vapor 1 DESCRIPTION Casing Elevation: 9958 Conc.(ppm) o ] E Group Sheen '� o i Symbol Surface Elevation: 99.83 Casing Stickup:. -0.25 m U N0 . • ,, 0 teel surface 4-inches asphaltic concrete 1 monument �'• W Brown fine to coarse gravel with sand(loose,• 1 - _�. moist)(fill) - 3E1-Bentonite seal ' — . • Black coal fragments(silt to gravel size)with a 2-inch,Schedule trace of sand and silt(loose,moisi to wet) I 2 _ = 40 PVC solid (coal spoils)(fill) wing P, • I •.' SS 3 1 4 _ - I 5 :: -2-inch,Schedule _ 40 PVC screen I ' with 0.020-inch 5 1 6 _ slot width _ IL z 7 - H -' a L• i _ DJ - —.:; ❑ 8 — SS 10 1 ML 2Brown silt(stiff,wet) 0 Water level on 11/15/89 110 9 - , m I 10— -4—Medium sand backfill • : SM . Gray fine to medium sand with silt(loose,wet) NS 6 I c�u 11 - '.. " -1 — Gra fine to medium sand(loose,wet) •• SP y Y to Y ! :.'•�.•:• Base of well at • _ ML Gray fine sandy silt with occasional organic I I 13 - • 12.83 feet NS 10 i material(stiff,wet) - . .. 14 - I Boring completed at 14.0 feet on 10/11/89 ca No petroleum-like odor detected I m m 15— —15 V m 1 A ! t - ' co ' 16 - CD L_"a m I Note:See Figure A-2 for explanation of symbols 1 I ; Ø Log of Monitor WellGeo 1 Engineers ,; Figure A-15 U ,-- 1 • . , . . . - , . , . MONITOR WELL NO. MW-1 8 , . . , . w , , WEI 7 SCHEMATIC Vapor• , ' • DESCRIPTION _ . Casing Elevation: 98.74 Conc.(ppm) E Group 3 c a 0 3 Casing Stickup: 0 , Sheen '''.4 D II Symbol Surface Elevation: 98.97 - .23 ,' ..._, , 0 0 . teel surface , • 4-inches asphaltic concrete monument • _ • . ..... w -4.-- Brown fine to coarse gravel with sand(loose, 1 _ •— . . nI moist)(fill) - -- , . -IMF• • .11." ( = 3E—Bentonite seal I — • • imp • 1-inch,Schedule • - .m. 2 - = . ,;-.-7 40 PVC solid _ . , '..•• •••• casing , Black Coal fragments(silt to gravel size)with a , . .•.. . . , , ••. __r:.' P-, trace of sand and silt and occasional wood and .. .,. • rock fragments(dense, moist to wet)(coal • 3 - SS 38 spoils)(fill) _ . . _... . 1 --: . . , •4 -'—... I '•--. •• , •. _.. , •_-- . . 5_1 :.:.•,=-:-. ' 5 Wri-:— -2-inch,Schedule P-' • ,,,. .•--e:: 40 PVC screen with P. -. • • — • Grades to loose :-.•••••L-'," 0.020-inch slot MS 9 II P-- 6 i -.*•••=__,. f width .. I- I :•'.-=•••. • ul . --* m •: —..• . ' U.. • a. . z 7 L :.•: "----e:..*: • 17 - H : SM W a t er level on 11/15/89 . • 1 • ::---:.• • •• • . . . • Gray silty fine to medium sand(loose,wet) F- • •••••— '•• . •.• . . . .. . • • Illc 8 r- . —• . • • • . - . - • • ' , HS 9 . :III . •. • • 0, . :• • fi, - • • I :::—..:• , , ' • _...--<*••••• . •• —.• •>:<-• • • SP- - 9 _ :.: _:.... • •• Gray fine to medium sand with silt(loose,wet) ! • . . . . • •.'• • : SM •. •.• — ... —.. • . . . I ••:'—'•: 10 •— .• M =•• • • - • . •• . .,• ,. —10 ---.4— edium sand . . ( '1 •'•— •.• backfill Gray silt(soft,wet) • ML \ El 1 :•'..=••••• SS 3 1 ;.. • .. . —al 11 1- :•:,=.... -I 1 ::--•: . ' . 1 . 1 ' i .: _..- • o , I .-•• —.• . ' . •.. —.• ' 12 I- :.•••=-,- '•• .._ , •. —.. , to . • • "•-:-.-•::• • .• SP"' Gray fine to medium sand with silt(loose,wet) r 1 :....'.:•...'.• Base of well at ' •.•.'• • : SM . 13 ' •' •' •• 1236 feet ' - NS 7 . if ' ••'• • : . ' • • • • • • , . . .... ... • , . . . 141- - ...- • • - •. . . • . . • • . . • I • . . Boring completed at 14.0 feet on 10/11/89 11 No petroleum-like odor detected ,:t• ' I sx4 • M 1511— , , —15 1 ' .4 I , •-.- cs, , . .4 1 , CO • .1 '- . . . ' - 03 • ' - .-4 I - • , co , Note:See Figure A-2 for explanation of symbols 1 , • , • 11 . I. . . • . . Log of Monitor Well 1.. . Geo ..JP. En.,i neers --r_,-.. , Figure A-16 , . 1 MONITOR WELL NO. MW-19 . I I WELL SCHEMATIC Vapor i y , DESCRIPTION I Casing Elevation: 97.72 Conc.(ppm) 0 7 E Group Casing Stickup: -030 Sheen m U N Symbol Surface Elevation: 98.22 I 1 0 0 feel surface 4-inches asphaltic concrete monument :f '�''• W Brown fine to coarse gravel with sand(loose, 1 - • f moist)(fill) - I- Bentonite seal Black coal fragments(silt to gravel size)with a it 2-inch,Schedule trace of sand and silt and occasional wood 40 PVC solid - - Z _ F`-'- fragments(medium dense,moist)(coal spoils) • casing (fill) 1 : 1 3 `= ' NS 16 • 4 - :.:• • : � P I- — Light brown shale fragments(silt to gravel size) —5 5 -'um ' 2-inch,Schedule _ (medium dense,moist to wet)(rock spoils) ' • 40 PVC screen with (fill) `: 0.020-inch slot IT'S 16 •` idth F 6 • w Ill —_ 7Water level on 11/15/89 I W tL �. =_ Z '] ':. ' H CMLGray fine sandy silt(soft,wet) I I- 0. W 8 - ❑ = q • lIj� SP— Gray fine to medium sand with silt(loose,wet) -- �•:. : SM 9 - - 1 10— —10 CD '.•=-:• Medium sand MI Gray fine sandy silt(soft,wet) m •:'.�'•: backfill N - NS 3 11 - ❑ n • 12 - Y ' Base of well at Y • •'' 11.90 feet 13 _ NS 2 1 Grades to very soft - - 14 Boring completed at 14.0 feet on 10/11/89 No petroleum-like odor detected _ m 15— —15 ..1 m 1 a 1 co 1m 16 .+ m Note:See Figure A-2 for explanation of symbols 1 Log of Monitor Well I . Geo��Engineers -..:r Figure A-17 a~ ., r MONITOR WELL NO. MW-20 11 I1 to I WELL SCHEMATIC Vapor to . p +' -t DESCRIPTION ' Conc.(ppm) 3 C 0- Casing Elevation: 99.54 0 3 E Group Sheen -'t 0 C Symbol Surface Elevation: 99.97 r1 Casing Stickup: -0.43 m U W 0I1 .*Steel surface 3-inches asphaltic concrete monument Black coal fragments(silt to gravel size)with sand and silt(medium dense,moist)(coal - 1,- — spoils)(fill) 1 � w- : ntonite seali . � 2-inch,Schedule - zI,- = — 40 PVC solid - ::: casing " 3, - .' - NS 13 41 —.• `. 5,_ ` -5 • • . 2-inch,Schedule '; = 40 PVC screen :: •.. with 0.020-inch SS 11 1 i I ' '- : - �• slot width • W :` Bo•:.. - It. : m:• H 7, - = :. =:. • - F,. 1 :• =•: Light brown shale fragments(silt to gravel size) LLI0. '.: .•: with occasional coal fragments(medium _ t7 g ' NS 13 • l' 7 dense,wet)(rock spoils)(fill) �'` = Water level on 11/15/89 9 - -- - mo : Black to gray fine sandy silt with occasional to rock— •..E rock fragments(medium stiff,wet)(fill) —10 I m :; no:. Medium sand \ 1 '•• backfill ' m C NS 6 N . . 111 - .....p.'1.2 - E .• SP Gray fine to medium sand(loose,wet) N : x 1, Base of well at 13 - 12.51 feet : - - NSNS 7 ./'� J ML Gray silt(medium stiff,wet) • 14 - • - • ." Boring completed at 14.0 feet on 10/10/89 No petroleum-like odor detected m 15- -15 • m 1 ID 16 - - iJ m Note:See Figure A-2 for explanation of symbols 11 ,, I Log of Monitor Well Geo��Engineers - j ---,-- Figure A-18 1 MONITOR WELL NO. MW-21 M WELL SCHEMATIC • Vapor , 4., a DESCRIPTION Conc.(ppm) 0 7 E Group Casing Elevation:100.04 Sheen -4 0 • Symbol Surface Elevation: 100.44 Casing Stickup: -0.40 m U m Q 0 � 65-inches Portland cement concrete teal surface ' s�-' monument w Brown fine to coarse gravel with sand(loose, 1 - •�.�, moist)(fill) - •.' Bentonite seal ' :INI. E 2-inch,Schedule ' SP Brown fine to medium sand with occasional coarse 2 - 40 PVC solid sand and gravel(medium dense,moist)(fill) - casing NS 22 4 - SP— Mottled black fi s —5 5— 2-inch,Schedule SM silt and coalbrown fragments(nemediumtomedium dense,moist)andwith 40 PVC screen with (fill) 0.020-inch slot NS 22 6 - : width I- w � I Z 7 - Black coal fragments(silt to gravel size)with a - trace of sand and silt(loose,wet)(coal I Hspoils)(fill) O• 8 - NS 8 • ij 4 i =Water level on 11/15/89 10 —10 4-Medium sand m backfill NS 9 - tu 11 - —0 12 - • Y YBase of well at •-- _ � - . 12.81 feet 13 - NS 5 1 . • SM Gray silty fine to medium sand(loose,wet) • 14 - Boring completed at 14.0 feet on 10/12/89 I_ No petroleum-like odor detected eD _m 15— 1151 m a ro 16 - I _a m Note:See Figure A-2 for explanation of symbols i ._. Log of Monitor Well Geo\�EngineerS - , Figure A-19 a I; 1 MONITOR WELL NO. MW-22 p WELL SCHEMATIC Vapor O ' • - II -DESCRIPTION Conc.( 4 g 3 1,1 Casing Elevation:100.07 ppm) 0 2- Group IP Casing Stickup: -0.34 Sheen -I D 6 Symbol Surface Elevation: 100.41 ._ 03 0 U) I '1 l' 0 _ ) ° teel surface •:--•-• 6-inches Portland cement concrete II monument . . : : :• ••• SP Brown fine to medium sand with gravel(loose, 1 moist)(fill) - . f l•-• • • • • 1, -- -- .• ••••••• = m-Bentonite seal — —4,--.-2-inch,Schedule • • • - 2 _ 40 PVC solid • • ••*.• _ •• ..*•• casing I :.•'.• '.'• 1 SP • Mottled brown and black fine to medium sand with silt and coal fragments(loose,mosit)(fill) SM - I 3 -1. i•i I ' 11' '• -:-,..:* NS 7 - ,. •. I• •'•'-- •• • . II ••• --'•• . .. _. 4 - !.: —•-•• . , , ' • • . i; :•. ---•: 1,1 ..•,=•••. _ II! .•• .• • Black coal fragments(silt to gravel size)with a -5 H :.•' . • 2-inch,Schedule "O'' . _ trace of sand and silt(medium dense,moist to I • •—' •. 40 PVC screen wi th P- ' I 0.020-inch slot SS 16 :**•.= .• I •P wet)(coal spoils)(fill) • 61!- !.•'...__- •••. width - • __ -I ' , .• -•• tt) P'7- ILI ,, :: - .• , •. -.• , P-- - 1-1 1 •• --'•• „ •. -.. . . I I :', =-:.: P.-7* a. , —.:.. LLI 8 - ••••=,-.'o P-. _., :.: _:.• SS 12 CAI .. - _. , •: - .• 71-Water level on 11/15/89 , .• —•: P.7- , •: -.. 1 g - :.• --: P--- :„- - -. _.. . TE. _ , -•• —•• re--. -='• —10 i ••.•—•• lir-Medium sand '' -•-• 03 • :•:.••='•'.. backfill • t- , • • -•• NS 17 1 PO I! •'••-- •.• • __, al 1.1i - '..: -::•. _ .Pt - 0 ='•.: .0 Il •••----••• • 12 - :....=•••• 1 - •• SM Gray silty fine to medium sand(very loose,wet) Y ••• -•' 1 w I ....--•: •• —•• - . 1,1 .-. •: Base of well at NS 2 i - il '•:•••':. 13.09 feet •••-. ••. . . , . 14 - . ' . . I!! Boring completed at 14.0 feet on 10/12/89 No petroleum-like odor detected .4t co :•1 m 1.5— —15 1 . .4 1; al .-I 1 1 - LO i'' - - 0) __.4 - co II: I. Note:See Figure A-2 for explanation of symbols III •• . _ .- ..jr; • Geo 0Engineers Log of Monitor Well • !, --...,..-. Figure A-20 . 1 07 MONITOR WELL NO. MW-23 to WELL SCHEMATIC Vapor to i .0DESCRIPTION I Casing Elevation: Conc.(ppm) o ] E Group Casing Stickup: Sheen m U N Symbol Surface Elevation: — 0 +� 0 .Steel surface .; 7-inches Portland cement concrete monument•• ■U S_ Dark brown fine to coarse sand with gravel and - 1 II — — y SM silt(loose,moist)(fill) '—Bentonite seal ` 2 - — 1 I, _ Black coal fragments(silt to gravel size)with a 3 S^ 2-inch,Schedule MS 5 trace of sand and silt(loose,moist to wet) - -- 40 PVC solid (coal spoils)(fill) . casing 5 •.•a.:. 2-inch,Schedule Fes" — '. 40 PVC screen with 0.020-inch slot 5 6 - _ width - ui W , �- - H 7 _ 1 O. • - }_ 1'-- - , �� in 0 8 - . HS 7 li - - 9 - • — —10 m 10—03 `4—Medium sand m •• - • backfill SP— Gray fine to medium sand with silt(loose,wet) N _ SS 6 _ SM N 11 - �. 0 — - U 1 12 - — i3 - = NS 3 ML Gray silt with fine sand(soft,wet) 14 - B of well at 14.0 feet m m 13— • Boring completed at 15.0 feet on 11/27/89 —1S .tt No petroleum-like odor detected m .i i 1 - a 16 - m Note:See Figure A-2 for explanation of symbols I L..) °• Log of Monitor Well Geoff Engineers U -. -;- Figure A-21 11 MONITOR WELL NO. MW-24 • I N • WELL SCHEMATIC Vapor 1 y • DESCRIPTION Casing Elevation:100.01 Conc.(ppm) 0 s E Group Sheen --1 0 • Symbol Surface Elevation: 100.31 Casing Stickup: -0.30 m U v) r 0 _ 7-inches Portland cement concrete 0 teel surface •,-.4' monument .t•' SP 1. 1Brown fine to medium sand with occasional gravel - 1 -I - - ntonite seal and coal fragments(loose,moist to wet)(fill) • ' —E 7-inch,Schedule 2 I — 40 PVC solid - casing I —3 - IJS 5 5 '•gip. : _2 inch,Schedule 40 PVC screen with — `. 0.020-inch slot SS 5 • 6 — width • - IIL • - IA II II S i o 8 MS 7 52 •'•,1` -Water level on 11/15/89 _ Black coal fragments(silt to gravel size)with a - 9 _ trace of sand and silt(loose,moist)(coal . • spoils)(fill) • -10 10- .- -Medium sand 11 — : backfill 10 r` _. . 11 - -1. - o -V � 'I- - - . Base of well at VY I' 12.08 feet ML Gray silt with fine sand(stiff,wet) 3 1 8 - 14 Boringcompleted at 14.0 feet on 10/12/89 1I I, No petroleum-like odor detected m —15 m '— 1 1511 .4 I ' m 16';- m Note:See Figure A-2 for explanation of symbols • Log of Monitor Well Geo-'Engineers - II • . . Figure A-22 4._ I MONITOR WELL NO. MW-25 , • "" WELL SCHEMATIC Vapor ■ Conc.(ppm) 3 C a Casing Elevation: 97.79 0 3 E Grou p DESCRIPTION ICasing Stickup: -0.40 Sheen m 0 N Symbol Surface Elevation: 98.19 teel surface 4-inches asphaltic concrete monument .-m- Brown fine to coarse gravel with sand and 1 - • - occasional cobbles(loose,moist)(fill) - ntonite seal ' 2-inch,Schedule f ' Black coal fragments(silt to gravel size)with a 2 - _ = 40 PVC solid trace of silt and sand and occasional wood - casing fragments(dense,moist)(coal spoils)(fill) • - ;� MS 33 ' 5_ : • r -5 . 2-inch,Schedule Light brown shale fragments(silt to gravel size) -.' 40 PVC screen with (loose,moist to wet)(rock spoils)(fill) — 0.020-inch slot 6 . 6 - — width —_ - W Z7 u- • -- -Water level on 11/15/89 N 7 •:C` • Sp- Gray fine to medium sand with silt(loose,wet) 0. i SM 8 - SS 8 Y — —10 m co 10— =:i—Medium sand Gray fine sandy silt with occasional lenses of N — backfill SS 4 sand(medium stiff,wet) tu .-1 11 o i U 12 - co L,. •• 'Base of well at 13 _ 12.66 feet 1 - NS 2• Grades to soft 14 - Boring completed at 14.0 feet on 10/11/89 No petroleum-like odor detected m m 15— —15 .4 m • cmo 16 _ • - ` --1 m Note:See Figure A-2 for explanation of symbols `�1" gineers Log of Monitor Well Geo�r En • . Figure A-23 iI MONITOR WELL NO. MW-26 1. I WELL SCHEMATIC Vapor i DESCRIPTION Conc.(ppm) 3 C , a 1,Casing Elevation: 98.07 0 7 E Group 1. Casing Stickup: -0.22 Sheen m U N Symbol Surface Elevation: 98.29 0 ° 0 teel surface 4-inches asphaltic concrete ,! monument y' • w Brown to black fine to coarse gravel with sand 1 — 71n.f (loose,moist)(till) - ntonite seal _r— 2-inch,Schedule Black coal fragments(silt to gravel size)with a = 40 PVC solid trace of sand and silt(medium dense,moist to 2 ij casing wet)(coal spoils)(fill) 3 i- SS 28 1 �• _ •4 - . —•• —5 Schedule ?:a..' 2-inch• , •: 40 PVC screen with •'` : 0.020-inch slot SS 5 I_ width ` co 6' — 4Water level on 11/15/89 In ••' Sp. Gray fine to medium sand with silt and occasional W • • : SM lenses of silt(loose,wet) 8 - _ NS 4 • ihi .• - III =`: • I m 10I1— •.._.•4—Medium sand ML Gray fine sandy silt(soft,wet) —10 11 backfill - N NS 3 N 11' - r+ I. — Ii — 0 I, -: - U) •Y • — _. 13 - • Base of well at NS 4 i 13.21 feet • 14 - Boring completed at 14.0 feet on 10/11/89 No petroleum-like odor detected - ro 15— 115 1 III 1 II co 1¢ - .•t I,, . —m !I Note:See Figure A-2 for explanation of symbols Ii - iii. Logof Monitor Well Geoff Engineers N� Figure A-24 1 TEST DATA BORING B-27 a a a a C 4.1 01 a -1 +� •a+ DESCRIPTION 01 •--4 C 3C 0 3 E Group r EU O CI -I 0 to Symbol Surface Elevation: 0 0 7-inches Portland cement concrete SW Black fine to coarse sand with silt,gravel and coal fragments 1 - I. 1 SM (loose,moist)(fill) - . I 2 -' Black coal fragments(silt to gravel size)with a trace of silt and Pv sand(loose,moist to wet)(coal spoils)(fill) 3 - P SS 4 I,i it,' • 4 - , 5— - —5 P SS 8 CA I _ 11.1 IL p8 - SS 6 "II Grades with wood fragments , 9 - 0 co —10 I 10— SM Gray fine to medium sand with silt(loose,wet) • cD. NS 4 N 11 - .-1 0 12 - _Y Y • 13 - Ns 3 I ML Gray silt with fine sand(soft,wet) 14 - Boring completed at 14.0 feet on 11/27/89 I • No petroleum-like odor detected -4. 15— —15' 1 m , • 1 - m co16 - ' Note:See Figure A-2 for explanation of symbols j ' Log of Boring Geo��Engineers Figure A-25 III TEST DATA BORING B-28 i til m N N C +�N LU 1- a 1 -a DESCRIPTION Oft 1114.1 7i C 0 7 E Group r 00 EU L -a 0to Symbol Surface Elevation: ❑t] CO U N N 0 0 ;! ••� 7-inches Portland cement concrete SM Black silty fine to medium sand with gravel(loose,moist)(fill) 1II i I, 21!' • li Black coal fragments(silt to gravel size)with a trace of sand and • Pm silt(medium dense,moist)(coal spoils)(fill) 3 f- SS 13 Ij P. 46_ —5 5'' II' - Brown shale and rock fragments with a trace of sand and silt 'I NS 8 1 :: : i (loose,moist)(rock spoils)(fill) I 6 _ ttl tV -Ei: N• , - - • Black coal fragments(silt to gravel size)with sand(loose,wet) W1 - (coal spoils)(fill) - • 8 NS 7 CA°ail. 0•. ji; i ! 110 0) 10'- tD ! LI Sp Gray fine to medium sand with a trace of silt(very loose,wet) m 3 ';ji N I NS III _ to 11 - 11 ML Gray fine sandy silt(very soft to soft,wet) i' 0 6 _ _. C. 12 - Y 1 to Y 13 - NS 2 _._. III ii • 4 Boring completed at 14.0 feet on 11/27/89 I'i - No petroleum-like odor detected m II,1 — —1J _ to • -� 11 m 16 - - co . a m Note:See Figure A-2 for explanation of symbols II Log of Boring GeO�eEngineers .. Figure ure A-26 9 1 TEST DATA BORING B-29 Di I 41 Ifl C .0 to •.4 I +' -1 DESCRIPTION COiii •••I C 31 C o D E Group .0 0 0 t]O m U to Symbol Surface Elevation: 0 0 5-inches asphaltic concrete "F • W Brown fine to coarse gravel with sand(medium dense,moist)(fill) 1 - . -a. 2 - • • Black coal fragments(silt to gravel size)with sand and silt(very dense,moist)(coal spoils)(fill) 3 _ SS 51 _ P Light brown shale fragments with a trace of sand and silt.(loose, • SS 5 i moist to wet)(rock spoils)(fill) w - w — tL - . 1 _ z 7 _ - H _"- I-- ' ••' • SM Gray silty fine to medium sand with occasional rock fragments(very a loose,wet) 0 8 - SS 3 CA "1 9 - - �/ —10 cp 10— /:.•,. SP Gray fine to medium sand with a trace of silt(loose,wet) ni NS 4 i tu 11 - o o 12 - o " Y I • ML Gray silt with fine sand(medium stiff,wet) 13 - Ns 5 I II 14 - Boring completed at 14.0 feet on 11/28/89 i No petroleum-like odor detected I -1�15I 16 - - m Note:See Figure A-2 for explanation of symbols • Log of Boring I Geo�'Engineers Figure A-27 1 • 11i L . : . , • MONITOR WELL NO. MW-30 I , . . , - 1, to • WELL SCHEMA-TIC Vapor 1 .4.) -I I DESCRIPTION • conc.(ppm) 4 g. o .o E- Group Casing Elevation: Sheen -1 0 ll Symbol Surface Elevation: ,iCasing Stickup: CO 0 In 0 , 0 , . teel surface 5-inches asphaltic concrete i I monument • •INI. w I • •=. Brown fine to coarse gravel with sand and 1 occasional cobbles(medium dense,moist)(fill) - - . •N. ntonite seal -mu- - -.0-2-inch,Schedule - i = - ..... • .. 40 PVC solid_, - . .•.•,-- •. casing .. --• Black coal fragments(silt to gravel size)with , i' :': ='•.: . P-, occasional sand and silt(medium dense,moist) • •II :'.' ••'- . , rE'-: (coal spoils)(fill) , • 3 _ :.. . : _ SS 12 ' •• -•• . •: -..• ,, _ I. ...--- •• '0"-- 4 : :••. -0-: II :.•'.....-Z••'.. ' •• -•• . - .•. ,---':.• 1 . low • 2-inch,Schedule -5 0 . _ •...-- ••• 40 PVC screen with P= Grades to loose I. '-' -•'• 0 020-inch slot SS 6 6 ... width 1 .. , ._ :.- — .-- _ P-4 . 1- ..:--• : w 1 ra:••.:_.—_.... . .,, at ... u. .----• • z 711_ :......=..... _ _ H • --". Gray fine to medium sand(very loose,wet) •• -- 1 . I • •- '•• . -.. :: -..• ; ' ' • ' • • •. —..• LIJ. 21,i_ .•...— •. .• ..•.• _ , to g.",i .•. ,--e.: SS 2 1 • '•••- : ' ;; :.....=.-.• iiil • :... . • • •.. _.. ; _ . - •_. _.. ML Gray silt with fine sand(soft,wet) - 1 ii :.: _..• ii ...- •.. . •• -.. 10- .*• -•• -10 In i :•',,=di-Medium sand ..,-- -.' , - co , • : —••• backfill • ••' : SM NS 5 % n • •• • Gray silty fine to medium sand(loose,wet) \ . CU 11. - :*: .-77::.: W ' • " • . 4-1 i .•-. • ' • " • . • . •• . . 0 •. -..• . ' '..• • . , 0 ••••••=-_,•'•• . .. . 0 12 - • , •. . - :..•••••.;_.• Base of well at . •• • u) I :•'.••'•':• 12.0 feet ;. .. . . Y. ; :•:.•,*::• ML Gray fine sandy silt(soft,wet) .•.••. •. . 13 - _ NS 4 1 .• , ..•_.•.••. l'I '.•','... . 14' - : . • - — • . II . . Boring completed at 14.0 feet on 11/28/89 No petroleum-like odor detected , •TI• I' , , • , m 15— • ' —15 1 . .1• , • et. -I • 1 11. .-1 1 co .. • . Note:See Figure A-2 for explanation of symbols . i id GeoEngineers Log of Monitor Well • I - , , I 1.1641/. • , q• Figure A-28 •_ L_ 1 1 l',• MONITOR WELL NO. MW-31 I _ . WELL SCHEMATIC Vapor Conc.(ppm) g g- o a E Group DESCRIPTION Casing Elevation: Casing Stickup: Sheen -1 0 • Symbol Surface Elevation: 0 0 - teel surface 5-inches asphaltic concrete 1 ___.. monument Brown fine to coarse gravel with sand and wood 1 - ........, '-' fragments(medium dense,moist)(fill) - Bentonite seal 4 2-inch,Schedule - 2 _ .. — 40 PVC solid :..• ....' P'= Black coal fragments(silt to gravel size)(medium - casing dense,moist)(coal spoils)(fill) '' • . , ' •' 3 - ;...- ss 13 I °' . . . . ' • :0- - ..-.. :.. . re--- 4 - ;•.:" :..:• _ P-z . . . . 5— :•: 2-inch,Schedule — :.:. :::. 40 PVC screen with -"= Grades to loose :..: :.• 0.020-inch slot HS 7 CI .0.- _ 6 - :-.: :.: width iZ•--- u.: :•'. :.'.. • - • z 7 _ :.: :... - -- - i 9- • , . H .• • :•.•• SP Gray fine to medium sand(very loose,wet) 11 • 11J 9 _ .:. :•••• 3 - : : ::••.: ._: :•'. :.*. ....2- Gray fine sandy silt(soft,wet) - ' I 10— :.. —10 :A—Medium sand co ;•.:. :: backfill \ NS 6 Grades to medium stiff r— CU 11 - ;•:. :..: - • • - :•:. -.". a ' •. a 12 - ;.:. :.: - co • Y '•'•• ••• Base of well at 13 _ ..-...•.•.• 12.5 feet Grades to soft - - NS 3 1 I • ;.;.*:;.::: ' 14 " "•• ." — _ Boring completed at 14.0 feet on 11/28/89 •4. No petroleum-like odor detected • co , 15 .4 - 0 .4 I • al 16 - co - .4 . Note:See Figure A-2 for explanation of symbols I - p Geo Engineers - - Log of Monitor Well likt Figure A-29 , L.. APPENDIXB Index Laboratory and I .D.# Contents Pages ATI' #8908-032 Analytical results (EPA 8010/ B-1 thru B-10 8020 and PCBs) on oil/water sample from Tank #225 ATI. #8908-067 Analytical results (EPA 8010/ B-11 thru B-27 8020 and 418.1) on soil samples from Tank #225 excavation ATI; #8908-075 Analytical results (EPA 8010/ B-28 thru B-40 • 8020, 418.1 and 8015, modified) on soil samples from Tank #224 excavation ATI #8908-111 Analytical results (EPA 418.1) B-41 thru B-46 on soil samples from Tank #224 and .Tank #225 excavations ATI #8908-130 Analytical results (EPA 8010/ B-47 thru B-63 8020, 418.1 and 8015, modified) on soil samples from Tank #224 excavation and product from hydraulic fluid tank ATI #8908-158 Analytical results (EPA 8010/ B-64 thru B-77 8020, PCBs, 418.1 and EP Tox Metals) on composite soil sample from stockpiled soil from Tank #224 and Tank #225 excavations ATI #8909-013 Analytical results (EPA 418.1) B-78 thru B-83 on soil samples from Borings MW-6, MW-7 and MW-8 ATI #8909-025 Analytical results (EPA 418.1) B-84 thru B-89 on soil samples from Borings MW-5, MW-9 and MW-10 ATI #8909-036 Analytical results (EPA 418.1) B-90 thru B-101 on water samples from Wells MW-5 thru MW-10 (report includes analytical data on soils not related to this project ATI #8910-059 Analytical results (EPA 418.1) B-102 thru B-107 on soil samples from Borings MW-il, MW-12 and MW-14 B - i L.i I� APPENDIX B - CONTINUED Laboratory and I .D.# Contents Pages ATI #8910-066 Analytical results (EPA 418.1 B-108 thru B-117 and 8015, modified) on soil samples from Borings MW-15, MW-16 and MW-20 ATI #8910-077 Analytical results (EPA 418.1 B-118 thru B-129 and 8015, modified) on soil samples from Borings MW-17, MW-18, MW-19, MW-25 and MW-26 ATI #8910-088 Analytical results (EPA 418.1 B-130 thru B-139 and 8015, modified) on soil samples from Borings MW-13, MW-21, MW-22 and MW-24 ATI #8910-096 Analytical results (EPA 418.1) B-140 thru B-145 on soil samples from Borings MW-14 and MW-15 ATI #8910-123 Analytical results (EPA 8015, B-146 thru B-153 modified) on product samples from MW-7 and MW-25 ATI #8910-166 Analytical results (EPA 418.1) B-154 thru B-159 on water samples from Wells MW-12, MW-19 and MW-20 AmTest Analytical results (API Gravity) B-160 on product samples from hydraulic fluid tank and from product bailed from wells ATI #8911-108 Analytical results (EPA 418.1) B-161 thru B-166 on soil samples from Borings MW-23, B-27 and B-28 ATI #8911-115 Analytical results (EPA 418.1 B-167 thru B-176 and 8015, modified) on soil samples from Borings B-29, MW-30 and MW-31 B - 11 . '. • ..7€:::::-.:.::''._1:-.7,..,..:......7.:77.4.7.,:f_ I . ((- • �y 4 C, • i . . • MW-31 MW-4 • Fence • H a A X� x r x • •MW-28 �< 0 60 , MW-30• • MW-25 MW-1• 1` •MW-2 ` I `� SCALE IN FEET MW-19• Limits Of '�i [ kf2j / _3Mw-18• � i r- --1 • Excavatio Tank #224 / W-17 •B-29 Tank #227 .µ MW-9 t `� M � �� 7 • EXPLANATION: Tank #225 m MW-20• . ..._. . MW-1 • MONITOR .WELL LOCATION AND NUMBER °0 MW-12 MW-6• •MW-18 8-28 • BORING LOCATION AND NUMBER N •MW-15 MW-24 •B-28 BENCHMARK AT CENTER OF MANHOLE MW-11 • •MW-23 ASSUMED ELEVATION OF 100 . 00 FEET •MW-5 • B-27 4L MW-8• MW-7• •MW-14 0. � v) MW-13• •MW-22 ' 2 MW-21• Stores Building • . . Is. MW-io• • _ I .....ram,.... _. ... -. SITE• PLAN REFERENCE: DRAWING ENTITLED "RENTON TRANSPORTATION CENTER REMODEL", DATED 3/4/74, • GeoEn Engineers BY PUGET POWER AND SITE MEASUREMENTS MADE BY GEOENGINEERS, INC. \4/ FIGURE 2 • - - , '</: y.1P C�� . v. C • MW-3\ •I. \ MW-4 • / \ Fence 93.14 H \ J(� \ Y` Y. ' ♦ l., • <1 „ 9`' f •MW-26 \ \ • 8 7,/• 92.05 \ \ \ • • \ a\ \ \ • 0 30 60 �** MW-30•` • MW-25 `O�• MW 1 \ •MN-2 Tank 227 I 1 \ 92.49 • 92.87 * W-19• M e 8 ^\ \ rTank#226i MW-3 SCALE IN FEET 91.90 92.00 •�'�7ank*224 MW-17 — — -"� r- j • /C \ 93.18 _ / - - - e2.o2 ; _ `'-'� EXPLANATION: �6 / MW-9• l 1 1 ] 1 . - i 5e 91.91 Tank*225\ Sanitary\Sewer B-28 • BORING LOCATION AND NUMBER A �� I MW-1 • MONITOR WELL LOCATION AND NUMBER MW-20• \ �MW-6• I"tW-16 \ 92.49 GROUND WATER ELEVATION OF 11/ 15/89 (0 Z 91.83 MW-12. 92.04 MW-15 • 92.08 J m 91.90 • 05 MW-24 / • B-28 N c' / V-4 V-2 �920�V-1 ♦ BENCHMARK AT CENTER OF MANHOLE w MW-11 V_3 • •MW-2� 92.09 ASSUMED ELEVATION OF 100 . 00 FEET 49z 91.91 / . 92.07 •MW-5 • B-27 ` GROUND WATER CONTOUR BASED ON } / 92.08 MW-8• )I MW-7• •MW-14 \\ 11/15/89 MEASUREMENTS 9208 - v MW-13. \ • MW-22 GENERAL DIRECTION OF GROUND 92.10 \ • / 92.07 WATER FLOW o \ MW-2✓ Stores Building • 92.08 � � � APPROXIMATE LOCATION OF SANITARY SEWER \ LINES AND MANHOLES v-1 APPROXIMATE LOCATION AND �j j ■, ORIENTATION OF VAULTS MW-1o •91.82 ^' l APPROXIMATE LIMITS OF SOIL CONTAMINATION I \---'1 EXCEEDING 200 PPM TPH 1 -p- APPROXIMATE LOCATION OF STORM SEWER LINES AND CATCH BASINS I `,� LIMIT OF CONTAMINATION AND F � GROUNDWATERLEVELS REFERENCE: DRAWING ENTITLED "RENTON TRANSPORTATION CENTER REMODEL", DATED 3/4/ 74, Geo EI1 llleel'S BY PUGET POWER AND SITE MEASUREMENTS MADE BY GEOENGINEERS, INC. \�� FIGURE 4 • • I s, ,.ram., ,• q : {,`: AI r.•'J r ',; .r. . ter' • .••..' 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[:?` , 'GENERA':STORES,BUIL)INGf i,-p :' 'j .:: �:. :'!' _ r r _ I'. `! :i. r' RENTON `SERVSCE CENTER `•,F 1'- ,•1)•. .(:•:7 .i"' •�• + '.F:'C't', (:'1 r — 'y: 1 'r• ..‘' ;.r \ ! i' !. }? ,1. '. r j. ,x -„ �. RENTON, WASHINGTON `:`:;•�:. .i ;:,: •r: :v' ,?, i'1.:: i' T.;4.'•l••1 • %t {:::r :'.r' '-l: ''1',a -':: 1, ,1., \ (• `•T,,,, •,...•'. i, '•. : `!, > l } \.:--,'\PUGET`SOUND:-POWER & LIGHT ` _ ' .`� 1, - j''(.A; ;� _\.. % ;•, ... _• , ; •( t t `. ' . i . , , 1- • :: 'i ce_ �- j J'• :•1(' -1• \'�. :, `+._ \ - '\ • :\ • .— - . ,• ;.. • •, 1' .i_ .' - • _ +'1• 1 �. is.:'i)• ::.j'• ,; ;-. % :1. . ,, - .)-I12'. \' :. \ .'` t, • , •s,.'.(_ - �- ':i '' i • • "tl•: �. • •.� ., .•J .1 •t ter•. - - ` ' % ' � � ��^ � ` .: . :_,•` _ .'`"• - �"• DTI ` '\ • �( • • ' ` ',• • 1 • • -1 -.'.-' . Monitor wells MW-36 and MW-38 were rendered inaccessible on June 27, 1990 when they were covered with asphaltic concrete during repaving of South Grady Way. Subsequent monitoring of ground water elevations in these wells has therefore not been possible. • SUBSURFACE SOIL CONDITIONS ! , The pavement of South Grady Way consists of approximately 4 inches of asphaltic concrete underlain by 6 to 7 inches of steel-reinforced Portland cement concrete. Fill encountered below the pavement along South Grady Way and from the ground surface in the planter area extends to depths ranging from 5 to 9 feet below grade. The fill material generally consists of coal mine spoils (fragmented coal with silt, sand and gravel) , silt, silty sand I and sand with silt. The fill is underlain by interlayered sand, silty sand F and silt which extend to the base of the explorations. 1 Details of the subsurface soil conditions are presented in the boring logs in Appendix A. GROUND WATER CONDITIONS Off-site ground water conditions were explored by constructing monitor wells in MW-36 and MW-38. Construction details for the wells are presented in Appendix A. Water levels were measured in MW-36 and MW-38 on May 16 and May 30, 1990. Measured water level elevations for MW-36 and MW-38 are presented in Table 1. The depth to ground water ranged from approximately 4-1/2 to 5 feet below existing grades in the wells on May 30, 1990. Water table (elevations as measured on May 30, 1990 are shown on the monitor well logs h.n Appendix A. SUBSURFACE CONTAMINATION Ground Water Observations: No detectable free (floating) hydrocarbon (compounds or sheen was detected during bailing and sampling of MW-36 and MW-38 on May 16, 1990. No evidence of ground water contamination in either of the wells was observed during monitoring of water table elevations on May 30, 1990. 1 4 I - TEST DATA BORING B-34 Li i i 11 t +' -i DESCRIPTION Ga oIrout o a m —i Symbol in Us, Of— mU U) 0 SM Brown silty fine to medium sand(loose,moist)(fill) 0 1 — - i Black coal fragments(silt to gravel size)with sand,silt and 2 — - _ occasional wood fragments(medium dense,moist to wet)(coal spoils)(fill) 3 - SS 12 0 - 4 - - • SM Gray silty fine to medium sand with occasional coal fragments (loose,moist)(fill) —5 NS CA 7 i- 6 - - u u u /. 7 - • /._' SP— Gray fine to medium sand with silt(very loose,wet) _ - SM F- a 0 8 - NS 2 . 9 - ML Gray silt with fine sand and organic material(soft,wet) 0 a) N 10 — —10 , -I NS • 7 F- 11 — LI Grades to medium stiff with wood fragments Y • Y N _ Y 12 — F 3 O 13 - 4 • 14 - Boring completed at 14.0 feet on 5/15/90 1 m m 15 — • —15 ,— m a m 16 - .1 • m Note:See Figure A-2 for explanation of symbols �gineers . . Log of Boring Ge0�r En -- Figure A-3 TEST DATA BORING B-35 I • m _ L --, t to i ++ -4 DESCRIPTION ' Grou I r toOa �OJ -40 E Symbol N D0-, OF- Ea w 0 0 .•• SM Brown silty fine to medium sand with fine gravel(loose,moist) (fill) 1 _ . Black coal fragments(silt to gravel size)with sand,silt and a trace of gravel(loose,moist to wet)(coal spoils)(fill) 2 - • I 3 - NS 9 • 4 - I 5 —$ I SS CA 7 6 -ul LLL Z-+ 7 . SP— Gray fine to medium sand with silt and occasional coal fragments • SM (very loose,wet)(fill) . a 0 8 - SS 2 � . . ML Gray silt with fine sand(soft,wet) 9 - - i m to cu t 10 — —10 Grades to stiff with organic material NS 15 Y • 11 - . �. - Y • I Y 12 - - 3 O 13 - NS 2 Grades to very soft sandy silt - 14 - Boring completed at 14.0 feet on 5/14/90 a) m —15 15 — to m .4 • 1 _ 1D 16 - m m Note:See Figure A-2 for explanation of symbols . . Log of Boring Ge0 0 Engineers - Figure A-4 .y MONITOR WELL NO. MW-36 • WELL SCHEMATIC a (p Casing Elevation: 9625 Vapor Casing Stickup: -.12C a DESCRIPTION Conc.(ppm) 3 0 7 E Group Sheen m U N Symbol Surtace Evaluation 96.37 0 5 inches asphaltic concrete 0 Steel surface t 7 inches Portland cement concrete monument •�:'• 1 - i_ Black coal fragments(silt to gravel size)with a trace of sand and silt(medium dense,moist to wet)(coal spoils)(fill) 2 - _ `Bentonite seal _ T 2-inch,Schedule 3 - — 40 PVC solid _ • casing SS 15 .. .......- i g_ 4 - —_ _ SWater level at 4.48 feet on 5/30/90 5- „•• 2-inch,Schedule W • - :•' —'••• 40 PVC screen - `• = 1' with 0.020-inch SS 10 CA] 6 1. = slot width - •tu : — rt _..., ill ML Gray sandy silt with occasional coal and wood I- • =• fragments(medium stiff,wet)(fill) a w 8 _ : - - 1 p :_•Medium sand SS 7 backfill - 9 - - : : SP- Gray fine to medium sand with silt(very loose, co — SM wet) N 10 — • — —10 to h:•_ .. NS 2 1 II Y 11 - — ML Gray sandy silt(soft,wet) Y _ Y "- N _ • Y IZ _ •. Base of well at 3O • 12.08 feet • _: SP- Gray fine to medium sand with silt with - - SM occasional layers of sandy silt(loose,wet) NS 9 14 - Boring completed at 14.0 feet on 5/14/90 rn to [15 m 1:: 11 m • a m N ote:See Figure A-2 for explanation of symbols j Log of Monitor Well Ge0 �Engineers -- Figure A-5 TEST DATA BORING B-37 • I p c L L a I -p+ DESCRIPTION m. .aC a r m o 7 E Group i N j CI C))a 4.1 f- to U U) Symbol 0 4 inches asphaltic concrete _ 6.5 inches Portland cement concrete 1 - : SP— Gray fine to medium sand with silt and coal fragments(loose, . _ . SM moist)(fill) I 2 - • 3 - 5 SS - I • 4 - - i ML Gray sandy silt with organic material and occasional coal fragments(medium stiff,moist)(fill) _ NS CA 6 to 6 : SP— Gray fine to medium sand with silt(loose,wet) I SM ' Z 7 - • 1-4 E8 - NS 5 ML Gray silt with fine sand and organic material(medium stiff,wet) T I 9 - m • to a 10 - -10 .4 0\1 NS • 6 - I Y 11 — ' Y Y Y , 12 - z 3 f7 .. 13 - NS 4 14 - Boring completed at 14.0 feet on 5/15/90 m -15 -- t 15 - (0 m a (Co 16 - . -•. ..t m Note:See Figure A-2 for explanation of symbols Log of Boring • Geo��Engineers --�x Figure A-6 MONITOR WELL NO. MW-38 WFII SCHEMATIC ' Cti asing Elevation: 96.42 Va r ti CasingStickup: -28 i -a DESCRIPTION Conc.(ppm) 0 7 E Group Sheen m U N Symbol Surface Evaluation 96.70 0 4 inches asphaltic concrete. 0 1 1Steel surface 6S inches Portland cement concrete monument •-� ' 1 _ .-: SM Brown silty fine to medium sand with occasional _ gravel and wood fragments(loose,moist) (fill) Bentonite seal 2 r = 2-inch,Schedule • •••: _ 40 PVC solid _ casing Black coal fragments(silt to gravel size)with sand,silt and wood fragments(very dense, — moist)(coal spoils)(fill) 3 - - NS 53 4 - -• - , $- _•' •• • "Water level at 5.02 feet on 5/30/90 -� �-• 2 inch,Schedule : _::: 40 PVC screen • SM Gray silty fine to medium sand with gravel with 0.020-inch NS 7 • (loose,wet) 6 - _: . slot width : - to U. H 7 - : :C - • SP- Gray fine to medium sand with silt(loose,wet) = 4::�:.: . SM a - 0 ° - ='Medium sand NS 4 CA _ - • • backfill ML- Gray silt with fine sand and occasional organic — material(soft,wet) 9 - _ co - 0) 0 10 - :. • ::.=::: -10 0) = NS 10 Grades to stiff I- 11 - �' Y . Base of well at Y ' 11.13 feet to Y _ - E 3 O •• - NS 10 14 -• Boring completed at 14.0 feet on 5/15/90 • 0) • 10 -1$ ' to 1$ - t0 m a ro 16 - .4 - m Note:See Figure A-2 for explanation of symbols Log of Monitor Well Ge0��Engineers - Figure A-7 TEST DATA BORING B-39 p Y DESCRIPTION aa +Im o aGrour o D Symbol I In DC),, U1 OF— MO 0 0 .•- SM Brown silty fine to medium sand with occasional gravel(medium dense,moist)(fill) 1 — - 2 — I 3 — NS 20 I . - 4 — . - I SP—Brown fine to medium sand with silt and occasional gravel SM (medium dense,moist) —5 5 I NS CA 12 6 I w w U. H 7 — SM Gray silty fine to medium sand with gravel(loose,wet) H U- O 8 — NS 9 9 — m m ML Gray silt with fine sand(soft,wet) CU 10 — —1e- CD NS • 2 Y • 11 — Y — Y : SP Gray fine to medium sand with silt and occasional gravel(loose, N •. SM wet) . _ 12 — - 3 O ' .. 13 NS 8 I . NIL Gray sandy silt(medium stiff,wet) 14 — Boring completed at 14.0 feet on 5/15/90 Q1 m 15 — —1: to m to 16 — m • m Note:See Figure A-2 for explanation of symbols I, I ��Ø Log of Boring Geo\ Engineers - Figure A-8 '1%1' III' ' I'�r,I ,,Sri: 1 p.lfl�;i`' 1,1 rI'sil4 ir'h' �r g!. J. .. .B-37 -= I':y • 0 3 0 6 0 w: _�.- ,. di 1 SCALE IN FEET N MW-36 1 i el N. C7i. i."ia'ii - --B-33 y4' 1 `4r: #ac�4`r#jo.off,: • tic S'' ''IPP.F'`- x�s x"' ",, ;. - 1 dt.._-���f-r � ,, vet': s • ;:'1:.:_ f��+''`,.i `MW-31 �. �. ,:� k'.� '�:.=if MYV- ''p 4''j �.f'1:;'n is wc:v:�' �.r,.t a.,yc: :,Hg'f�' ,,,,?„.:0rX::H//£• r 4,In! •• 'ti �"y5 %k^;.�%)kjk:h," �£. 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T^T.- Q --t J _ '_ =r1e`° a... MW-� • MW 18 1 MW-12 : : A: : NG • • W-15 • -g-28MW-11• 4 LOCATION AND NUMBER MW23 MW-5 W •• • -B-27 .M -1 MONITOR WELL LOCATION AND NUMBER • F 4 MIN-8• W M -7• • MW-14 .9 APPROXIMATE LOCATION AND 1 to MW-13• f'.Mw-22ORIENTATION OF VAULTS MW 21• APPROXIMATE LIMITS OF SOIL CONTAMINATION J (. ., EXCEEDING 200 PPM TPH General Stores Building ' 0 BENCHMARK AT CENTER OF MANHOLE I ASSUMED ELEVATION OF 100 . 00 FEET • MW-10• Truck Bay (Typical) • ' DETAILED SITE PLAN REFERENCE : DRAWING ENTITLED "RENTON TRANSPORTATION CENTER REMODEL", DATED Geoff' . Engineers FIGURE 2 3/4/74, BY PUGET POWER AND SITE MEASUREMENTS MADE BY GEOENGINEERS, ING \•`,�- ..•\ .I. .,\ .1' .Y:- _ =-1. ,� , ( ,,, ., _ ,.. - ',1 -.. sue... - -n;.f _ ; • .',•\ �1�'J,_; t .�•: r'�• _ :� �: I� .�� :•<'7 ,:fix-,%, ::.,�R�'?"h.':��•••�� .-� y..:_:i: .; `J` �. .• r.i ;\; C;' • • / !:Ji( y l.t:^•, ;''_-J C.i •;•: yc, ' '' .-,t ,. -'. { t.'_ r: �' 6`f' µ�.1/f • :' :'•1s , ii: • :i! ▪ }, , ir?..' .,,.,..t:,- 1,:iL., r r•': :l.a. �L.. :(,%• • .`,`�,. ra. .-:, =t` _ -z�:.�A;�-', • _ UP LEMENTA��REP RT�'.` .�• - J� �l. '(' ���'%. _;:1f:'.�\: Y•n.,,,G.•' Vic:' .C'," _\._.. J `�f•I'.�r.N' • %•i,:* • •:, • :i�.•1i \�:' .::. (; :.�. r 1.:., i, ll ,.GEOENV "'F;. ...--::..:.:it::,. , 't• • :�r: ;\.�f.. .;,:' -•�x. • ';: ':•.)..r•:.�•, -;-'�'�•:y,: IRONMBTTrAL:�SERVICES�"'��• ,�,_ -.i '• •- .I; `'.f'`' • .e." .'':, ;,a•- _�.'- :) :-,v '2,� t: - L .--=:'•.! -�:tee ., _ -',-.<- ; •r'; ;r .'-{'�•' ▪ :��/';° N:.,,t _•SU�SURFACE.�.CONTAMI • -•- ,N $�UDY.AND '%',_= •-1 :,''4, t ir: -'=;t Y , / 1, 7' r'• ;• }, '._ , - ' } ;.. \' - ▪ GROUND -WATER= • \'%"')�` ;: '_ _ ' MONITORING:RING -PROGRAM'._ ,•� �=''r: ',:-...-i: •`•' "�.'ZC; =,.``I•�.- :).� t.F' �I`� NI O •;.':Li•• � Y ,'• .1 -, - pit. _ 'a`" C. - 'W 1'j:' .h.. o\•..:, "1: i. "L)';Y •.i:-R.- '�,:x,_--'J'�,-. 1•--. •r:....� ., I'1:; ;f'� 'ti.. .,: :j- :GENERAL STORES :� -}'. �`::. ..�: _.��• ;.F' -• _ - �_ ., • ���:,,•�-RENTON�)SERVIC.$.. CENTE.•• ��' � ' • �. • - \ zj::' 'st_ • -t•••• ti: IRENTON;.- WASHINGTON =E= ",•°.F: ... ;. L, `{. ." ,C, %— Lam{ - y _ .- + :-�;1' r':.: J. :-: .• •r : • 1•.; :.iY. • :! it?!- %-:..:•`' , . , t'.,.�'} :<.; ::11; :( i::.. `t' >:'.I'•: • -- \••i': . . ,,>PUGET SOUND ., r•• i' f r r' - - : -;;••`.s ' - QWER'•� ‘LIGfiT co •a: - ., ` ":-ri : fir, ..7 i'•,\,, 4 kr. • ` : .(. • _ ;•-f: :. r.. :j /.. •:�- ..L 1, ' ce; i.,- ...i -1; -I / ,.f_ • • • • • • • • - ': � — ' ( - :� , t.1 _ .. \ . 1: .`:A' it :,..,. ; .,` � . �• 7 , — • • • • \.;,' .. ..) • =rt is :•.,),')c:' :'i,.f 1. i•1. .r I f;.. i a'J- . . ' : .. '-/., - :. -• • :. - ? r: ; • — \`'.' .\• /� . , .; -"ri�, : :i � ; , ( -;_:` • l/ • y ,• • ' ,� •1.. _' • I / . . . (. 1\: . rr ,•-•, . 1-: zi-- •/•,1_ 1. ' ,n • F. 1: :l: t�• y'f .'�,,' :� I ` \' 4 �./ t J:."rr� r ^.L`l� t '7•.. I. t r :� ..�. l� . �� ; ��1- � •r,.•V�J. ,.r ;lam !'�`;1.'•�:1... '.:.:/( � •C. ':?':'� , I .•.� -'i r `\. \. ate r'1'",..Y,) :T. J •� J,' ..1,, • is -. '' \- a:, rAA f `', .r• { l I. • /'; :, - : -f1•-' =i✓:l` .1� � 'y,•fb '•,1_ .1 :,,. '3. .:.••:` .r' -1,\ ..� •,%• `. •• ':i. •t. _ :r!:•- _:•:-' , :1• :`.)./.',.t�,; ', :,,\ \,iI' }I ':`ems.`':'fi' r' 7 ,-• .`" r,• ..,:•. • (. 7J 11 7. Measure product thickness in monitor wells with free product and periodically bail product from the wells. 8. Obtain ground water samples from selected wells for laboratory I analysis of TPH by EPA Method 418.1. 9. Test one sample of hydraulic fluid obtained from the hydraulic fluid reservoir for waste characterization. 10. Evaluate the field and laboratory data with regard to existing regulatory concerns. SUBSURFACE EXPLORATIONS GENERAL Two exploratory borings and two test pits were completed to further evaluate the presence of hydraulic fluid contamination in the subsurface soils in the parking area north of the General Stores Building. Details of the subsurface exploration program are presented in Appendix A. The information gained from these explorations was supplemented by information gathered during our two previous studies and an ongoing monitoring program. A total of 39 borings have been completed for this study and our prior studies. Monitor wells were installed in 30 of the borings. The locations of all exploratory borings, monitor wells, and test pits are shown in Figure 2. EXPLORATORY BORINGS were drilled within Two supplemental on-site borings (B-32 and B-33) , , the paved parking area to the north of the General Stores Building as shown w- in Figure 2. The borings were completed on May 14, 1990 and were filled. Logs of the borings are presented in Appendix A. Subsurface soil conditions encountered in the two borings were similar i t to those described in our previous reports on this site. The parking lot pavement consisted of approximately 4 inches of asphaltic concrete underlain ' by fill material. Approximately roximatel 2 feet of gravel was observed to overlie 1 coal mine spoils which extend to a depth of 7 to 8 feet below grade in B-32 and B-33. The coal mine spoils were underlain by e fill of B which .consist of silty sand and sand with silt and extends to the b l soil consisting of layered sand, silt and silty sand was encountered below the coal mine spoils in B-32. One sample each from Borings B-32 and B-33 was submitted to ATI (Analytical Technologies, Inc.) to be tested for the presence of TPH by EPA 3 --- L Method 418.1. Soil samples were selected on the basis of field screening test results and the depth of the samples relative to the water table, as discussed in Appendix A. No indication of significant contamination of the soil samples obtained from the borings was observed during field screening. The results of TPH analysis are shown on Table 1. The MTCA (Model Toxics Control Act) will likely be the regulatory mechanism through which Ecology (Washington Department of Ecology) will require the mitigation and monitoring of contaminated sites in the future. The MTCA regulation (Chapter 173-340 WAC) became effective May 4, 1990. The MTCA Method A Compliance Cleanup Levels are presently in final development as part of proposed amendments to the MTCA regulation. The DRAFT MTCA Compliance Cleanup Levels (July 18, 1990) provide a sufficient basis for evaluation of existing subsurface contamination at this site, even though final cleanup levels could change somewhat. The DRAFT MTCA Compliance Cleanup Level for TPH in soils is 200 ppm. TPH concentrations in the soil samples from B-32 and B-33 were 22 ppm and 59 ppm, respectively. These concentrations are below DRAFT MTCA Compliance Cleanup Levels. Based on these results, and the results of previous soil sample analyses, B-32 and B-33 lie outside the contaminant plume as depicted in Figure 2. Copies of the laboratory test results are presented in Appendix B of this report. Ground water was encountered at a depth of approximately 7 feet below grade while drilling borings B-32 and B-33. No visible evidence of contamination was observed on the ground water. TEST PITS Two test pits (TP-1 and TP-2) were excavated to depths of 7 and 8 feet, respectively, in the paved parking area north of the General Stores building at the locations shown in Figure 2. The test pits were excavated on JJanuary 13, 1990 and were backfilled upon completion. Logs of the test pits are presented in Appendix A. Subsurface conditions encountered in the test pits were similar to the general subsurface conditions across the site. Fill material which consisted of sand with silt and gravel extended approximately 3.0 and 2.5 feet beneath the asphaltic concrete pavement in TP-1 and TP-2, respectively. Coal mine spoils were encountered beneath the overlying fill 4 I layer. The coal mine spoils extended to the base of the explorations. A l 6-finch sanitary sewer pipeline was encountered in TP-2 at a depth of about ! 1 8J0 feet, as indicated on the test pit log. I Field screening methods, as described in Appendix A, detected no sheen to slight sheen on soil samples obtained in the upper 5 feet of soil in TP-1 and TP-2. Heavy sheen was detected on soil samples obtained from a depth 1 of 5 feet to the base of the explorations. Ground water seepage was observed at about 6 feet depth in both test 1 pits. Heavy sheens were observed on the ground water seeping into the test pit excavations. 1 Samples of the contaminated soils were obtained from TP-1 and TP-2 and submitted to ReTec (Remediation Technologies Inc.) for a biotreatability study. The results of the study were presented to PSP&L in a report by ReTec titled: "Treatability Study for a Hydraulic Oil-Contaminated Soil Sample" dated April, 1990. A copy of this report is presented in Appendix C. The results of the report indicate that hydraulic fluid- contaminated soil can successfully be remediated in a controlled aboveground 1 situation. ReTec has concluded that hydraulic fluid contamination in soil from this site could be reduced from 600 mg/kg to 200 mg/kg in approximately I two months of treatment. However, actual contaminant reduction rates could vary significantly from this estimate as a result of varying contaminate concentrations and environmental factors such as temperature and 1 precipitation. 1 MONITORING PROGRAM GROUND WATER ELEVATIONS Ground water elevations were monitored by periodic measurement of depth Ito ground water in the existing monitor wells. Thirty monitor wells currently are present in the vicinity of the General Stores Building. I Twenty-eight of the monitor wells are located on-site, including MW-1 -11 through MW-4, which were constructed during the 1988 subsurface contami- nation study. Wells MW-36 and MW-38 are located off site as shown in 1 Figure 2, and were made inaccessible during a repaving project in June 1990. Construction details for the various wells are presented in the appendices I if our previously described reports dated July 1988, January 1990 and ; ! September 1990. i I I 5 ] I 1 TEST DATA BORING B-32 a m m o o e m-0 3 C E DESCRIPTION to a C a .0 In 0 3 E Group a Symbol (n DO.• o f m U m i 4 inches asphaltic concrete 0 :.110. W Brown fine to coarse gravel with sand and a trace of silt(loose, • : moist)(fill) 1 - - 2 - '� - Black coal fragments(silt to gravel size)with a trace of silt,sand • and gravel and occasional wood fragments(medium dense, moist to wet)(coal spoils)(fill) 3 - SS 56 • - . 4 - - 1 SS CA 21 Grades with occasional shale fragments w w H / - `ems - I a ML Gray sandy silt with occasional coal fragments(soft,wet) • in Q ❑ 3 . 9 - - SM Gray silty fine to medium sand with occasional coarse sand 10 — (medium dense,wet) —10 i NS 24 0 11 - - 12 - - 13 - Ns 25 ML Gray sandy silt with occasional wood fragments(very stiff,wet) ` 14 - Boring completed at 14.0 feet on 5/14/90 15 - -15 16 - - i Note:See Figure A-2 for explanation of symbols \ Log of Boring Geo��Engineers Figure A-3 i I TEST DATA BORING B-33 I I m W E L „. L W i -a DESCRIPTION Grou t n0a yal -10 E Symbol • N DU" OF- mU U) 0 r i 4 inches asphaltic concrete _-m. W Brown fine to coarse gravel with sand(loose,moist)(fill) • 1 - 2 - - Black coal fragments(silt to gravel size)with a trace of sand,silt !• I I and shale fragments(medium dense,moist to wet)(coal spoils) I. (fill) . 3 - NS 18 11 4 - 5- -5 ; CA 8 Grades to loose 6 - 0 uW _ H 7 /r • SP— Gray fine to medium sand with silt and coal fragments(loose, SM wet)(fill) O. - O 8 - NS 8 91 - : • 10 — —10 ' NS 5; ill ,.• • . Grades with layers of silty sand - 11 - • SM Gray silty fine to medium sand with coal fragments(loose to : medium dense,wet)(fill) + i I C 1 - _ . I 3 ' 9 • ' - 13 - NS 13 I : • -, 1 t 14 - Boring completed at 14.0 feet on 5/14/90 - • t 0 1 -15 ki i 15 - I i 16 - Note:See Figure A-2 for explanation of symbols Loa of Boring - j "`/ b Geoff Engineers -- Figure A-4 LOG OF TEST PIT • DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION DESCRIPTION (FEET) SYMBOL 1- TEST PIT 1 • 0.0 - 0.3 • Asphaltic Concrete • 0.3 - 3.0 SP-SM Brown fine to coarse sand with silt and gravel (loose, moist) f. (fill) 3.0 - 7.0 Black coal fragments (silt to gravel size) with a trace of silt, sand and gravel (loose to medium dense, moist to wet) (coal spoils) (fill) Test pit completed at 7.0 feet on 02/13/90 ; Rapid ground water seepage encountered from 6.0 to 7.0 feet No sheen observed on soil from 0 to 5.0 feet Heavy sheen observed on soil from 5.0 to 7.0 feet TEST PIT 2 ' • 0.0 - 0.3 Asphaltic Concrete 0.3 - 2.5 SP-SM Brown fine to coarse sand with silt and occasional gravel (loose, moist) (fill) 2.5 - 8.0 Black coal fragments (silt to gravel size) with sand and silt , (loose to medium dense, moist to wet) (coal spoils) (fill) Test pit completed at 8.0 feet on 02/13/90 . , • Rapid ground water seepage encountered from 6.0 to 8.0 feet Slight sheen observed from 0 to 5.0 feet . Heavy sheen observed from 5.0 to 8.0 feet Sewer pipe (6") encountered at 8.0 feet. • 1 THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, AR. BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT.- �� LOG OF TEST PIT Geo��Engineers • FIGURE A-5 w c7 , + 4 . 4.11) . • '� .l .. _t. .' -ems-' x}; .B-37 - 0 3 0 6 0 r � iN 4xs.z,: _' �� SCALE IN FEET ,' MW-36� m E,� ;:gin. '�`' . • ▪-1: ' :-L. 91.89* ' -X-.A „;. C;� t _ B-33 • -&*fkr'.'4.` «.Y e, j,i_ `-c_-=�_�".--2- ' C \ r/ j/%/�//// �. _t'w 3 ,,..T,::.4t, .w•It'5::-'• w n : - • , . :•,. .. .,. ._ • , .. . '''Fr+ ,' y, ^y v-=-_`i_z,.:,=a j: { ,1 y \\ ;N,9� ..\�\ �� ;�\\� 1Ai —4 . ti77- ."';�' •c`�::� '-3_�.`E.• ,r:FF=r ,yo: �a�.83 /�/�' s;.Y.-�>.y ,af� r fi;r^��\,. . r .�, �.�\\ ��,.. � /.. ./ ,�\` _ 3,- .a` .. :.. : 1_ VSda �� :.i..��S.G ik4�*''If,ia�`Saw,.r,.',•:•\\\a ALb' . ..'b' !.. UOI\\ �� /#74. 4 r4 : r.; - � :f ;,' .� :=i Gate Gate • F t td- .-tiP: . MW-28\ TP-1-1 - :1.81 A�haIt • ,� • � _ r3 �: MW-30 MW- -' gra- .., :: :€ ' :.mow._., :.. 91.65 •9 r- -- • <�.: _ 7,-,� '`" • Tank*226 \ =` :- I`t MW-is MW-18• \ \ L __ -J ,� !AV-3 :... - Jr" TP-2 MW-17 \ r _, 93.04 ' �=�;�' ��.�::::�-max a.R.=N 91.81- 91.78 1 =_ �3isa4: % :',.1 s' .. ; ,iitenyPT•:.- _ > • 91.78 \ B-29 \ Tank>:227 f"`"""`: '� `' �As halt • Sanitary Sewer lir _ ifi EXPLANATION : ,+`YrGG � i ;:` .Agalgkohsispgpig..... �` IMW-6 M-W-16 r, .• r:r-Wr:_ z MW_20 MW-12• 9 • • 91.84 \ TP-1-t#- TEST PIT LOCATION AND NUMBER 4. ig = 91.54 91.63 • MW-15 • • ,yn c 1 • 91.79 MW-24 \ 4-B-28 \ Se,,, 91.82 B-274- BORING LOCATION AND NUMBER t0 ` - MW-11• • • \ 91.81 Myy.-23 • -B-27 MW-1 • MONITOR W LLLOCATION AND' N MBER O ' 3' L -7• 91.t4 • MW-5 92.40 GROUND WATER ELEVATION ON 8�20/90 l MW-8• MW • MW-14 91.81 �p l 91.65 '91.81 91.82 i APPROXIMATE LOCATION AND 0 ` MW f13• • _22 ORIENTATION OF VAULTS 91.88 91.82 - - - _ — ,,9�,e GROUND WATER CONTOUR BASED ON \ • \ MW821• 8/20/90 MEASUREMENTS �'• ' GENERAL DIRECTION OF GROUND General Stores Building WATER FLOW • \ Q BENCHMARK AT CENTER OF MANHOLE ASSUMED ELEVATION OF 100 . 00 FEET -o- APPROXIMATE LOCATION OF SANITARY • MW-10• SEWER LINES AND MANHOLES . 91.54 \ Truck Bay (Typical) APPROXIMATE LOCAT ION OF STORM _ SEWER LINES AND CATCH BASINS * GROUND WATER ELEVATION ON 5/30/90 . { -- ��� GROUND WATER CONTOUR MAP • REFERENCE : DRAWING ENTITLED "RENTON TRANSPORTATION CENTER REMODEL", DATED Geo �Ell llleel'S 3/4/74, BY PUG ET POWER AND SITE MEASUREMENTS MADE BY GEOENGINEERS, INC \`� g FIGURE 3 ._ ;c' :, "':;••• •.•• •',. ••••-'.0 :-(. ;. )k i • • , r� x • , i r';J.! .. . . ...•/. ). , - 1 •..•..t'-.)_1•,) . , 37--, `,. ., ,•r ,•"..,• _�: i. _ :;�• T . `r' 't:. DIAL:ACTION i t, i., ,�.,; • 1`- ��• -REPORT't:QFE�tEM r ts,• ' ., `� -- ;� -�,, I'� .'� _.�-.;y � ��` :;1:.,t:'-,'1:,''� - GEOTECHNC•AL�,ISERVICES •�- I: k- '�'. �� ;%;;�` �`�'�!,, I.:, • 1�\'S. �_:1. _ '.;r AINI? ;.D fit' . , M,.. , `_�' •.r; `ram- _ '..I• ..j �,' .' i • L,... PROGRAM 1 -,t JCS /' /'•'. .j;, ;:r 1 .ItYD1Z WLIC'FLUI_pREMED 't- t.> ?' 1' : - V CE 'CENTER • -��/'=•}. - • .BUILDING ..RENT SER _� - : '���,�' :'.'',. ;<: ''t.. '. ;• ::./;- ` .STORES ON' �:. •,,'-1 .r:; .-•`,-!.': {' ''\' .i`;'\' \`, . -. ✓••//. 'J'1.. 1 'F ENT ON :�'ASHIN ON . .'•.: i �_':,L ::. .: ,• _ •;. :1- • ( rJ, "t'�..,\,.-1:J•'.(: .�, j\r - :�:..( .'-e, .! -.- / -,)-,I: ,.- .I .: f'-- •�.�-'S _ .I''..-" ;', -� • :� .�;l ..,. • -FOR-........- i I ;� �•.. :3 • • • `�•.. •'' `':••'. 't.: : -� ,,..1 ' W1a;R &'LIG'<IT•;COMPA .. :"; •—/. '1• .7 y:"�- ;'.. :-- k.�r ��: �.�.J', •i• '�. `;� :'•�� •PUGET,SOUND'•.�0 _. (� :V,� +i:• ': . '1' �:. • t.' • N i ' VOL 11 :. a.' : .tr % . .- if �'.,41'.•;-�' ./..,:L. t' s' I� '1''� — /,•' ;� .V•:. 1.-• ;. r" : -_ 'r•'.�'- ,,•2. '•\-: .11 ,:1^ .:,'(1 _ • --•-'i:. \'l•'• .\.•1 .'l - (•:r� y \--R.: :;:' --i. \•• j:.�-r i, .Jr J .7. '` -..I`' •�' .. ( / - \ 4 � r , .:...�. '' '�'•_ /•••!..,` '\,. . !• / ( .• N. .. • ,: t • • I • • • 'I (� _ram\• -. ( y',-•• ./:„ f: \t •-- - � 't•. ,E••• _% \, \: 1- • • ' '1.''.t ,. ;\' ,i.:- `1i,tt , • 1• -,�' • \ . \�, . .y, ./• -,r•i •`�• ( :t' _/ 1' ,� —,1 - -i• '•� 1 i\r t.'i - �1ti _ : • • . _ - - \'•�` .<: • - P'. 1:,./, •;} -•\... �;';::'.:' •,..E • \ ••.- /' '\. . r i. t' —_,I f ..l :\,' 'l... '' .• _"_ '::_ MONITOR WELL ABANDONMENT SUMMARY SHEET JOB NAME PSpL LOCATION en ��n BY Sc_ K DATE /0-3 - 9 v GEI JOB $ o/R6-/ol-8o'/ 1 MONITOR WELL NUMBER n'1 w-( mw-2 'Mu-3 mai- s 'i- Grilled. Depth, of Well, D (ft) . 15 15 1J, 5 //. d • Depth of Casing, L (ft) 15 15 is /1.3 Length of Screen, S (ft) / D 1 p /0 /0 ` 'Depth to Top of Well Screen, d (ft) S 5 1 s ± ' s 1 I - Length of Filter Pack, 1 (ft) j Depth to Water (ft) I . q I 7, f . . Grout Mix (Sack Mix / % Bentonite) 6,30,1)440 L5J/scA /,,y/Ade_45,/14 Grout Pressure, P (psi) - '+ Duration of Pressure (min) . - i ___ Grout Volume, V, To Fill Casing (gal) 2.14 -Z ,/-f 'I , y Z - p Grout. Volume Used, V, (gal) 14, o q. v y, D 3 , 5 i! i ;Packer Pressure (psi) - 1 : i _ Time of Abandonment Date of Abandonment 9-?-qo lq_26-qo f-Z6-1a q- - o , Comments: • II f i� I! 1 I • . • ..• RESOURCE PROTECTION WELL REPORT • , • . n START CARD NO. PROJECT NAME: nA3 e_+ ._Srv..,..intl POL.i a r- a J 1-:.9til WELL INDENTIFICATION NO. 171W-3( LOCATION: T1-19,R.SE ..,SEC....a_ DRILLING METHOD.l.t)sz I I A 6.,ri Li"'IP nq DISTANCE: ....../.5v_2.— FT. FROM gl/S SECTION LINE DRILLER: 3rdr‘ C. Kill o 5 V: .-2--0 sr:=' FT. FROM ENV SECTION LINE , FIRM: 6e..NFAcAI?. Tr . DATUM: i J - SIGNATURE: I Ai) C_- Z2/405"e? WATER LEVEL ELEVATION: i • CONSULTING FIRM: ---- -,niP INSTALLED: 41 .r.r./amezol 61,1 C I"716- cr D REPRESENTATIVE: _.S os.rvi.42,,, , DEVELOPED: 1 —1 MONITOR WELL NO. MW-31 i t . st WELL SCHEMATIC Vapor , ,,j 4 DESCRIPTION Casing Elevat pm) Casing Surface Elevation: . Sheen " a • Symbol Casing Stickup: to 0 In 0 5-inches asphaltic concrete • • -tee!surface . monument _ Drown line to coarse gravel with sand and wood , • fragments(medium dense,moist)(fill) 1 ww IM ...— ' . "' Bentonite seal •ww La — = "= 2-inch,Schedule - = = 40 PVC solid [Hack coal fragments(silt to gravel size)(medium ....- 2 .• dense,moist)(coal spoils)Hill) casing ' 3 :•••= SS 13 I 1 , ' :,... ...•... • ••• 4 •:.;= ' - ;•;= 5 2• :.•.••• -Inch,Schedule •0 • ...,....... 40 PVC screen with Grades to loose e.•=:; 0.020-inch slot ItS 7 CA ,..-.... 6 ;•;=;.: width I-- u.i Si ..••".• U. z 7 =:.• '...: Sr Gray fine to medium sand(very loose.wet) i-• o. ..*;=•; Si 8 •:-='• SS 3 i :,....... ,.:...:.• ML Gray fine sandy silt(soft,wet) 11 , ••.:Z.::: 10 10 '.;:.• Medium sand •••••=•: backfill Grades to medium stiff NI • 6 I 11 ;••••=.... ;•:"•: 12 ;•;=:; L._ ;•;•—••.: •••••••'....::•• Base of well at :.• • •••••••n 12-5 feet Grades to soft 13 ',•S 3 1 1 •. .. • • • ; 14 '':.•• Doring completed at 14.0 feel on 11/13/39 No petroleum-like odor detected 15 15 • 16 '--- Note:See Figure A-2 for explanation of symbols ' I • 9 Log of Monitor Well • • Geos Engineers ...k./. - 21 Figure A-29 , . RESOURCE PROTECTION WELL REPORT ; 1 . • . • , START CARD NO . ,OJECT NAME: Pc..t9e:.t 3 r-14,..1 Pot.i ar- .,,„1 LA . . , vvdLL INDENTIFICATION NO. n1W1-. q 0 LOCATION: T-.1-3-19,R 5 I ' ,SEC. I Cl . . 74'RILLING METHOD:14.)e 1 I Afi krinh,i)ro P rd DISTANCE: /5"0 FT. FROM f:I/S SECTION LINE ,RILLER: arfwk C_ Kr)io 5 V: "--0 0, FT. FROM E/W SECTION LINE FIRM: (Se_NPrifie r-4" 7-v 1 r DATUM: . . IGNATURE: mr) r_ q(0105-ei. WATER LEVEL ELEVATION:I i . DNSULTING FIRM: .--- -,Y70 INSTALLED: 41„,nr.ta ite-ed din ci-71_6- D _ REPRESENTATIVE: -S 41/4r1-1.Q.. . DEVELOPED: 1 . . . , • MONITOR WELL NO. MW-30 .... I WELL SCHEMATIC Vapor 2,1 DESCRIPTION Cuing Elevation: Cmic(PPm) g 7 t Group ._. Cuing Stickup: Sheen .4 0 • Symbol Surface Elevation: 61 a M • 0 teel surface S-inches asphaltic concrete 0 r monument - ' ,....'•'•".6.:' Drown One to coarse gravel with sand and I . occasional cobbles(medium dense,moist)(fill) . . r•••;siis. -- ii-Dentonite seal .s7,2-inch,Schedule 2 - = 40 PVC solid r•••;sis. 17 .• . - ••• cuing ..o. !Mack coat fragments(silt to gravel size)with 1 1 ..•=...•*. _ • ',cessionsl sand and silt(medium dense,moist) (coal spoils)(fill) , 3 - i.:,r-,':: - :.•=•.'...; SS 12 I •I: i4 - :,-...• - — a . • . ........-...... . • •1 .-. , . . 5- ...-i..,..,..i_2-inch,Schedule . -5. • :.•'='•'. 40 PVC screen vrith Grades to loose . , ' '•-•• 0.020-inch slot SS 6 / . 6, -.J.c._•./. width 1- :=•; -- to •••--.... us 11 ....-.. . •..-... I ....:...: sp Gray fine to medium sand(very loose,wet) . X :::.E.-,••••':. i••• :•• •.• ••••••'... .....• . a. 18 8 - ....**-E:', .•.....•• ss 2 GI ::;•;:-....: : =••-.. cl ' '' , • ' :-:.=•.: ML Gray silt with fine sand(soft,wet) .10 . . . .. . ' i•i=;r . .. .. -10 •-. -.4Medium sand . ' :•:i=:r backfill ----"........::- Sm s N ::::-.:: • Gray silty fine to medium sand(loose,wet) is 5 21 - ;::;S:'. ill :::-;• - 1 e.:=:; ••.::::: . '...'..E.:::.. - 12 - ::7', . •. . • • - ••••••:*•• Base of well at - ...**.•:•;:.• 12.0 feet ;;; .• . • • M L Gray fine sandy silt(soft,wet) • , ..-.....•.• _ 1 13 4 - '...'....:..:•:, - . 1...S . .• . . — Boring completed at 14.0 feet on 11/28/39 No petroleum-like odor detected •15- -15 .: ,...- , . ' 16 - - • Note:See Figure A-2 for explanation of symbols ._ . . Log of Monitor Well Geo . OEngineers IL, First gra A.9 1:1 • RESOURCE PROTECTION WELL REPORT , I p I f I START CARD NO. DZ-7G b • PROJECT NAME: R.19e.-' SM;�rlr4 ! M-l s'- a^ l L; LOCATION: T ,R S .,SEC. WELL INDENTI i ICATION NO. rnw"r Z� /• •p FT. FROM �/S SECTION LINE ndi r"P nq DISTANCE: �— ;DRILLING METHOD:I��eL1 �' ''// h DRILLER: 7QI►1 �'0 5 K ' ZO 0 FT. FROM ENV SECTION LINE DATUM: FIRM: r ^F/1,� Pe/-s T . //'' WATER LEVEL ELEVATION, :SIGNATURE: .1/1 ��lQSK; I/ _ _ NSTALLED: • 4�tia^�`ah� tip, q Z� 9D CONSULTING FIRM: REPRESENTATIVE: -Sa'hQ , DEVELOPED: I . MONITOR WELL NO. MW-26 M WELLSCId1LMATIC Vapor t a, .rr DESCRIPTION Co Cone.(ppm)in&Elevation: 98 07 Sheen -' 0 i ymbol Surface Elevation: 99.29 al O Casing Stickup: -0.22 m t) • d ^ - 4-inches asphaltic concrete eel surface monument �� Drown to black fine to coarse gravel with sand I (loose,moist)(fill) 1 - _, -Dentonite seal — Mack coal fragments(sill to gravel size)with a i' f 2-inch,Schedule trace of sand and silt(medium dense,moist to 2 - — casing40 solid casing wet)(coal spoils)(fill) • . 1 -N , 3 - - SS 23 a •._.•.. ;:. , 1.. 5- ;:.;.7-24.--2•inch,Schedule . : 40 PVC screen with �•+ - : 0.020-inch slot SS 5 I 1. - 6 - = width g.Water level on 11/15/89 t- z 7 - H S • SP— Gray fine to medium sand with silt and occasional I- a. $\t lenses of sat(loose,wet) 8 - NS 4 9 _ / ytt. Gray line sandy silt(soft,wet) -10 f I 10- _''hMtedium san• d backfill m NS ] [cat 11 - 12 - 13 + Base of well at NS 4 1 13.21 feet 14 florin&completed at 14.0 feet on 10/11/39 No petroleum-like odor detected i j -li ,� 15- ' 16 - Note:Sec Figure A-i for explanation of symbols `� Log of Monitor Well • Geo��Engineers _ 1 Q Figure A-24 . --. RESOURCE PROTECTION WELL REPORT : . . , • START CARD NO. 02-7Gbq ,., 1 `ROJECT NAME: tt.t , 3ei _S no"-PIA Pot_.•/ i"'p 0 Ft") L:9(4 i . . --vilE LL INDENTIFICATION NO. /711A.1- 2.14 LOCATION: T.7-.. .21.4.R 05E.-.,SEC.-.19,-_ :)RILLING METHOD:lk)el I A 60.fifJ")d"P 1-1 DISTANCE: .__15T-2 .. FT. FROM N/S SECTION LINE )RILLER: ainr‘ C_. KD/0$K; -z.-0 C. FT. FROM E/W SECTION LINE FIRM: 5e.r%Fri33 ' e /-‹ Tile . DATUM: >IGNATURE. ,)/7 r_ q(6/6. 16 WATER LEVEL ELEVATION:" .:ONSULTING FIRM: •,-- -n-70 INSTALLED: 412.‘"Sailadi, tifri • Cis-1_6- D REPRESENTATIVE: —Sckrvie. , DEVELOPED: , . MONITOR WELL NO. MW-24 ( a WELL SCHEMATIC Vapor , , 1,1 01:SC01,170N Casing Elevation:100.01 Ctme4PPm) O S t Group Casing Stickup: -030 Sheen Symbol Surface Elevation: 10031 .. o 0 S.S(eel surface .L..,.... 7-inches Portland cement concrete monument ---. 1 - I I •1!-:=0-: . ... .... Drown fine to medium sand with occasional gravel I -- =...Dentonite seal = — •:.:.:: . .. and coal fragments(loose,moist to wet)((ill) •:: :• 2: _ 17-4:7--10-ingiCsod : Scheduleli :::*'. •:: - '.".....' casing :•: ..• - :::.:• . • - ' '..::::.-;.: : 3 - ;'. •••• . .. - '...'.F-:I • 4 - :',—•••• :::::•:•• , ....--.. i ...._ ••..... ,, , :•'..=•••. .....::•:.: —5 1 . . 5— I.:=..•• -..•3124-.12-inch,Schedule ...:-..:•;•: I " ' 40 PVC screen with • 0.020-inch slot SS .5 .:.:. i: 6 ,f.:. .--:..: width .••....•. . . - c. tu .•.—•.. tu ::•;:•••• . u. •:• :• : -..• ...;::.:.: - I-1 ..:.::.•.: ' .......•. ,T. !.:=:I ...:*::•::: IL a ...::::..... 0 a - .:•:-....: - - i MS 7 CAE :': . 2 LI •••.:•.• water level on 11/15/89 9 - '.'=... . -4 Black coal fragments(silt to gravel size)with a :.'.7.-..* trace of sand and silt(loose,moist)(coal .....47..•••. spoils)(DID . .,,, :•'.=••'. ''''- '...:.=:•i-Medium sand -10 .• -.. ...=..• backfill SS to 0fl 1 ••._,. , ...-.. , imR , :....=.:.; 12 - !..:!..,:.:. P .. Base of well at '..r...."..:i 12.08 feet MI. Cray silt with fine sand(stiff,wet) 13 - ::::::•::.:: 8 CA1 _ . . 14 - .L. .- - •• ' Boring completed at 14.0 feet on 10/12/89 No petroleum-like odor detected 15- -15 . _ i i 16 - t . 1 Notc See Figure A-2 for explanation of symbols - . • ••?/c/ Log of Monitor Well • ' po Geo, "Engineers • . ...0 F - 18 Figure A-22 .. . RESOURCE PROTECTION WELL REPORT • •' START CARD NO. 0Z1Q b 4 ' PROJECT NAME: RA3e..{- �r s.vvl Po+-ter- 0nal 1-;cjki WELL INDENTIFICATION NO. /nNA/_'23 LOCATION: T�.R S r ;SEC. 1CL .DRILLING METHOD:I��et� AEnonhrti 'i' DISTANCE: ISa FT. FROM N/S SECTION LINE DRILLER: won C. Kn/a S K: ZO o FT. FROM EIY SECTION LINE FIRM: r c, n e -< Tn -).. /, DATUM: SIGNATURE: r)n r__ q(olo5l .. WATER LEVEL ELEVATIION: CONSULTING FIRM: � t2 rYl INSTALLED: �t��r:G�nh 61�1 CIZb` �D REPRESENTATIVE: same. DEVELOPED: • • MONITOR WELL NO.MW-23 , r WFILSCIIFMA7IC • DESCRIPTION Cuing Elevation: Conc.(PPm) p 7 E Group Sheen Surface Elevation m •v •„ SymbolC-fng Stickup O 7-inches Portland cement concrete wSteel surface vat and monument 0 SW Dark brown line to coarse sand with gravel SM silt(loose.moist)(fl) 1 - C -...-Rentonite seal 2 E = - flack coal fragments(silt to gravel size)with a 3 - _ = 5 trace of sand and silt(loose,moist to wet) .s_.2-inch,Schedule MS (coal spoils)(fill) • 40 PVC solid cuing • • • Y $- ?.��i�-2-inch Schedule -- . , , 40 PVC screen with 5 -• 0.020•inch slot SS 6 - •'. ~ width t- mto ':•E:- i , , t- _ ..:.. I a ,__, - w• 8 - 'E•' 11S 7 9 _ _ I -.0 10- -0. — i CJ-Medium sand - : backfill : SP- Gray tine to medium sand with silt(loose,wet) SS 6 1 ::SM 11 - _ ' t ' 12 - - 13 - _ !.S 3 1 ML Gray silt with fine sand(soft,wet) • 14 - Rase of well at 14.0 feet Boring completed at 15.0 feet as 11/21/89 —1$ 1$... — \o petroleum-like afor detected 16 - 1:ote:See f igure A-2 for explanation of symbols 1 <0Log of Monitor Well • Geo,,Engineers t=figure A-21 F - 17 • RESOURCE PROTECTION WELL REPORT , START CARD NO. 0277 q b Li ,ROJECT NAME: ti..k3e,+ ...S /....11,1 Pni.,ler- and L:.9k1" ,.., NELL INDENTIFICATION NO. /711-0--1 -211- LOCATION: T-2--2IV,R S F ,SEC. --TIRILLING METHOD:Wei I A60./1,47,1,ry).0 n-i DISTANCE: _15 'SL FT. FROM N/S SECTION LINE •'RILLER: atmr-‘ C.. Kn/05K; —2__O or:=. FT. FROM ENV SECTION LINE FIRM: 6e_r,Frifge (-4 Tnc DATUM- . SIGNATURE: Af7 C- (c.)/os".e? WATER LEVEL ELEVATION: i ONSULTING FIRM: . .---- -fr70 INSTALLED: 412,1/4P•cle iidd a A f S PI CI-)...6- qD _. REPRESENTATIVE: --So•rvi.e. DEVELOPED: - ... MONITOR WELL NO. MW-22 WELL SOIEMATIC Vapor s , .I: DESCRIPTION. Casing Elevation:103.07 Conc.(ppm) i s ii- Gcc,„p Sheen --1 0 1 Symbol Surface Elevation: 100.41 ' C.asing Stkkup: -034 . 0 i . Steel surface •L.T.' 6-inches Portland cement concrete 0 monument ::7.••:- SP Brown fine to medium sand with ravel(Foos; ..-... 1 -Nu .•:. ...:• moist)(fill) - . = Sl-1Ientonite seal • = - Schedule .......... 2 _ -7 40 PVC solid - •••• ..*: easing SP-. sm Mostitiltedanbdrownt and bleacaktalirni e to mgmoose.medcairaxszninod with coa3 - f)....:•..i - NS 7 • :•'.._•7'..:. • • -: Black coal fragments(silt to gravel size)with a -5 - • . 5- ::•'- •;-2-inch.Schedule trace of sand and silt tmediumdense.moist to ••••*--• 40 PVC screen with wet)(coal spoils)(fill) • ....- . :••.=':. 0.020-inch slot SS 16 I ik.-2 • 6 . .•._,. width la us 7 - „:„-_-_.:: . . .•._•. .. au, 8 - ::--: SS 12 CAI - 2 • =Water level on 11/15/89 • •!4:---::-.... . • 9 : -; -..- .•._---. :..-•.: -10 1°- '••'.=: - 4-:4 e d i u m sand :•'...:_-.'. backfill -.. • NS 17 I — : _.: 12 - :•'..7.--•••.. SM Gray silty fine to medium sand(my loose,wet) :•'..7-;••• - 13 - i::::77:::. Base of well at NS 2 11 ' !..,'.--•.; 13.09 feet ..........:: , 1-1 - ':.:'. .. • - Boring completed at 14.0 feet on 10/12/89 No petroleum-like odor detected • • 15- -15 1 . .._ I . 16 - - 1 Note:See Figure A-2 for explanation of symbols -_ • . II% Log of Monitor Well . Geo. '' Engineers ...... I _ 1 A Figure A-20 ,. , RESOURCE PROTECTION WELL REPORT . •• START CARD NO. p2-7q b u PROJECT NAME: �i..9e.�' snf.. el POD.ie a.+J L:jk /Y11 Al 'L1 LOCATION: T�,R rS F ,SEC. I� ; ! WELL INDENTIFICATION NO. / p FT. FROM �l/S SECTION LINE r DISTANCE: .�— y'DRILLING METHOD:l�)el� ��'�,J�"'h"�`"t� 20 o FT. FROM ENV SECTION LINE - DRILLER: �ov1 � Kra�d 5 K i FIRM: ( INFn�; e rs T� DATUM: SIGNATURE: evl Z.)/oC/ 6 WATER LEVEL ELEVATI.ON INSTALLED: Alotkr� rah 6h 9 7'b- �D CONSULTING FIRM:' __ REPRESENTATIVE: -Sam e. DEVELOPED: MONITOR WELL NO. MW-21 r WE11.SQIEMA7iC Vapor t ,+ �t DESCRIPTION .. Casing FJevatiom 100.04 �Sheenm) a i S'm)mbol Surface Elevation: 100.44 Casing Stickup: -0.40 m •o to 0 • I 0 65-inches Portland cement concrete i • *Steel surface �•'.� t monument . . . Brown e to coarse gravel with sand(loose, ' w lut moist)(Gin .-Bentonite seal • SP Brown fine to medium sand with occasional coarse �.-2-inch, soli sand and gravel(medium dense,moot)(ran ' — ^ 40 PVC 2 - casing 3 - '.�•• 1sS 22 4 '•E: _ SP— \tottkd brown and black fine to medium sand with —5 5— :.t•Ck f 2-inch,Schedule SM stir and coal fragments(medium dense,moist) • 40 PVC screen with 1 (fill) • • =•.:;• 0.020•inch slot NS 22 6 = width m `•E: w - U- Black coal fragments(silt to grasel size)with a t t 7 - ':— trace of sand and silt(loose,wet)(coal _ spoils)(fill) a :. w 8 - c=. NS aCAI— Water level on I I/1S/89 1 9 t' -10 —I 10— •• _,•r�tedium sand ll backfill i . .. - 11 - 12 c �3 •'''_.•• Base of well at 00. 12.31 feet ,I 13 - \S 5 1 : t.SM Gray silty fine to medium sand(loose.wet) 14 Boring completed at 14.0 feet on 10/12/S9 No petroleum-like odor detected • —15 15— 16 - Note:See Figure A-2 for explanation of symbols g% Log of Monitor Well j Geo �Engineers J Figure A-19 , . . . , RESOURCE PROTECTION WELL REPORT ri . , . 1 ‘ • , . .. START CARD NO. • • ! MOJECT NAME: R..4.3e,+ -S nt....riei Pru.—I et- a nil I.-:3(14 . . • - WELL INDENTIFICATION NO. nitkii I-7 LOCATION: T211i,R,5 F ,SEC. . DRILLING METHOD:1-4.)e-I I A 61 nrirYI P f1-1 DISTANCE: l5t2 FT. FROM.N/S SECTION LINE DRILLER: a,r‘ C., Kfl ic.)3 V: . -2-0 0:: FT. FROM E/Vy SECTION LINE r FIRM: r5e..t,Friajp.e rs Tel ri . DATUM: . SIGNATURE: ' All C-- q(6105'et WATER LEVEL ELEVATION: 1 L'ONSULTING FIRM: ---- -ni 0 INSTALLED: 04a8 met," Ain CI----X.6- 9D REPRESENTATIVE: --Sc•ill•e • DEVELOPED: , . • . . . ..___. .. ..._ .. --••----•-•• . ... . MONITOR WELL NO. MW-17 _. . a WELL sa IEMMIC Vapor I a, 4 . Casing Elevation: 99.58 Cmic(Prn) I 5 Et Group DESCRIPTION .... • Casing Stickup: -0.25 Sheen '1.01 a 4 Symbol Surface Elevation: 9943 0 0 , • feel surface 4-inches asphaltic concrete , monument • :•••: . Brown fine to coarse gravel with sand(loose, 1 , ...,. moist)(fill) . . -50-Bentonite seal Black coal fragments(silt to gravel size)with a .0=-2-inch,Schedule 2 _ ... 77. 40 PVC solid re-, trace of sand and silt(loose,moist to wet) ...-• (coal spoils)(fill) '.• .- casing 4 - SS 3 .. •-• ....--•. • ,.:=7:: . . . -7.0.• :.!. -.. — •)..7-:..• • f.' . -.. .=•; , n... ••.,—.•• I I. ... ...,-... .....,* .. !..:. It.3-24nch,Schedule , -5 • --c .-=:..- 40 PVC -screen . • v • with 0.020-inch SS S • ; 6 - ::.t-7,,.... do'vAicith - a 1.- : .z.m. • , 1,_.7...i. iu ' Ill IL. • I ...,--,.• .... 7 - .z-= .e:.=:.: .• ... e:=•; - . , = , I.. - -... a :• - -•'=:', SS to GI • , . f -•""` ' 7 •ML vBrown silt(stiff,wet) 9 - :::.--7.:.; Water level on 11/15/89 - 4 .• •• •'—' , .... , . ' . 10— '.•'.b-='. —10 .. .., :..4.--Medium sand ;..;•, •:: backlIll . .:,. :.. SM Gray line to medium sand with silt(loose,wet) NS. 6 :.:, :: ., . 1 1 - :f1. .• ' . , ::!.,:--••••:, , : ::.... sr Gray fine to medium sand(loose,wet) • • • ' • , 12 - .!..7-./.. ::••.=.•, Base of well at ...::• '.' ' 13 - .....:.. ........., 1283 feet • ML Gray fine sandy silt with occasional organic NS 10 1 material(stiff,wet) I ! • i• ' 14 - ' . • • •• Boring compteted at 14.0 feet on 10/11/89 f No petroleum-like odor detected , 1 15- -15 , i_- , . . 16 - - ; • ' I • , Noie:See Figure A-2 for explanation of symbols • • . L , . 1 1 . . r • Geo •Engineers. ' Log of Monitor Well , • 10. 1 Pint ire, A-1 g , RESOURCE PROTECTION WELL REPORT C I p l START CARD NO. ol7GbLi PROJECT NAME: RA3e{- Srx..vld l m.1er- a,J L: ( ! WELL INDENTIFICATION NO. rn��-' �� LOCATION: T��rRS F _,SEC. f 1 „hr"&'1 DISTANCE: /5.0 FT. FROM 14/S SECTION LINE ••abRILLING METHOD:�-1,1Q11 �'�'11'�/'` � DRILLER: Ir C_ Kn'o 5 K; 2O p FT. FROM E/W SECTION LINE FIRM: r5e_h Pro, e/-t Tv)c - 'J DATUM: SIGNATURE: I At) C- Kv/o51 WATER LEVEL ELEVATION: / CONSULTING FARM: Q INSTALLED: 41�►`dtned 6.1,1 Q Z6- ctD REPRESENTATIVE: -S0.ne DEVELOPED: MONITOR WELL NO. MW-1 S M WEILSCIIEMATIC Vapor t aC DCSCRII'f1ON Casing Elcvatiom 98.74 Conc.(ppm) p 7 E Group Sheen m v „ Symbol Surface Elevation: 98.97 Cuing Stickup: -0.23 0 0 .Steel surface 4-inches asphaltic concrete -�• ' monument :fi 1 r W Drown fine to coarse gravel with sand(loose, moist)(fill) _ 3u-iSenlonite seal +=-2dnch,Schedule . �' - 2 - - 40 PVC solid casing ' Black coal fragments(silt to gravel size)with a ;r trace of sand and silt and occasional wood and rock fragments(dense, moist to wet)(coal 3 - _ SS -0 spot)(filI) - 4 e' r* —5 5— • 7Cg'•--2-inch,Schedule N — 40 PVC screen with Grades to loose 0.020-inch slot MS 9 O 6 - — width W -- a.to . —Water level on 11/15/S9 ►Z+ 7 - = SM Gray silty fine to medium sand(loose,wet) F '.�'• 0 8 - _ NS 9 C1 • SHGray fine to medium sand with silt(loose,wet) - t;— 10— _.+Medium sand ,SS • I II backfill 3 / \1L Gray silt(soft,wet) 11 :..=•• I 12 - — !•:'• SP- Gray fine to medium sand with silt(loose,wet) Base of well at :SM 13 - 1256 feetNI 7 CAI 14 - Boring completed at 14.0 feet on 10/11/89 No petroleum-like odor detected I i —lj 15— 16 - Note:See Figure A-2 for explanation of symbols — Log of Monitor Well , Geo 1r Engineers Figure A-16 • RESOURCE PROTECTION WELL REPORT • ': • START CARD NO. 0 7q b 4 ROJECT NAME: ride-f .Sni,t.vlA Peer- a,j L:CJ. 4 • . WELL INDENTIFICATION NO. /Y1W LOCATION: T ,RrS F ,SEC. ICI 'TIRILLING METHOD:I,()el I A Irnrirth,v1 ,►I DISTANCE: 15 0 FT. FROM Ia/S SECTION LINE ' IRILLER: --doh C. Kr) K/0 5 : 2O 0. FT. FROM ENV SECTION LINE FIRM: 6 .NFi1J; ert I T v)r.. DATUM: - • ;IGNATURE• rf) C- ��/0Sk' WATER LEVEL ELEVATION: -:ONSULTING FIRM: rrie INSTALLED: 41m d Cited dtn • 9 6- cry REPRESENTATIVE: -Same DEVELOPED: • MONITOR WELL NO. MW-16 . WELL SCHEMATIC Vapor t uC DESCIUPTIOy Conc.(pim) p ] IL Group Casing I7evation:100.19 Sheen ti o • Symbol Surface Elevation: I0027 t Casing Stickup: -0.08 m V „ 0 feel surface 6•inches Portland cement concrete - monument • '. Black coal fragments(silt to gravel size)with a trace of sand and silt(medium dense.moist to 1 _ wet)(coal spoils)(fill) — gDentonite seal ram•-2-inch,Schedule l"' • _ — — 40 PVC solid 2 a`a- casing 1 _ . • 3 I SS 151 1 ...__.. _, 4 - ;•:=:f ... S— '.+. ---2-inch,Schedule _ : 40 PVC screen with 10 —_ : 0.020-inch slot SS 6 _ ^- width W = W ► 2 . — Grades to loose - MS o $ _ _ 7il gWatcr leSel an 11/l5/89 e _ . :•C' 0 :. —l0 10- =:•r,�tedium sand SM Brownish gray silty fine to medium sand with — , baekfill SS 3 1 occasional coal fragments(very loose,wet) (fill) '11 - _ • 12 — .. Base of well at SP Mottled gray and brown fine to medium sand with - 12.77 feet occasional lenses of fine sandy silt(loose, . 13 - NS 8 CAI wet) • 14 - Boring complete at 14.0 feet on 10/10/89 No petroleum-like odor detected —15 • — i5— 16 - Note•.Sec figure A-2 for explanation of symbols -.AAA F. of Monitor Well I^Ar, F I naineeTS _ . . RESOURCE PROTECTION WELL REPORT START CARD NO. 0Z77g10q • PROJECT NAME: RA el- S � 1 �r,t. ti - r ie c pJ L 4.4. WELL INDENTIFICATION NO. /Ylw-- IS LOCATION: T�.RrS F ,SEC. ICI .0DRILLING METHOD:Weld Aban ha)eVIPed DISTANCE: !Sa FT. FROM N/S SECTION LINE DRILLER: 1 rk C- Kn/0 5 K: 2d FT. FROM E/W SECTION LINE FIRM: r-7e.nFn3; e r-4 TY1r)•• 1/ DATUM: SIGNATURE: rvn (- )/05-K' WATER LEVEL ELEVATION: I • CONSULTING FIRM: mac' INSTALLED: 4t e c L-he w fik1 q L6- '1D REPRESENTATIVE: -S°1/4►nQ DEVELOPED: MONITOR WELL NO. MW-15 r . WELLSCUEMA7IC Vapor t y 4 DESCRIPTION m Casing Elevation 100 27 C Sheen ) " n 4 _SymbolSurface Elevation: 10039 0 Casing Stickup: -0.12 m v ill 0 - - reel surface 7-inches Portland cement concrete agl monument -V Mack coal fragments(silt to gravel size)with a trace of sand and silt and occasional rock ] _ _ fragments(medium dense,moist to wet)(coal s-ikatonSc seal spoils)(fill) 31.--2-inch,Schedule �" 2 - -. = 40 PVC solid casing 3 - :_G.' i• s 12 A ■ 4 = • -5 5- :::a'; 2-inch,Schedule 40 PVC screen with Grades with brown silt,loose 0.020-inch slot SS 4 6 _ _ width W W x "" t- a • _ vp I Ill $ _ MS 7CAI " `f Water level on 11/15/89 :..._,„, N .•_.• :.....=„ go -10 10- • SM Dark brown silty fine to medium sand with coal i�:4—Medium sand `::' backfill � fragments(medium dense,wet)(coal spoils) SS 11 (fill) 11 - - • 12 - _ •: Base of well at 12 26 feet SP Cray line to medium sand(loose,wet) 13 - Ss 12 CAI -_I �1 ~L Gray silt with line sand(stiff,wet) 14 - Iloring completed at 14.0 feet on 10/10/89 No petrnkum-like odor detected � -15 15- ' 16 - Note:See Figure A-2 for esplanation of symbols lP Log of Monitor Well H GeOEngineerS I. _ 11 Figure A-13 : . • • • RESOURCE PROTECTION WELL REPORT . .._., • • START CARD NO. ,ROJECT NAME: Pc..43e.i. -.S ritAii A Pr..i er-; 01J L .,1,-1. .JELL. INDENTIFICATION NO. niwi IR LOCATION: Talti,R-.5.F ,SEC. 19, --r1RILLING METHOD:14.)e-1 I A brindhy me'/CI DISTANCE: _../.21:2 FT. FROM gl/S SECTION LINE MILLER: .at,r% C Krik,5k: -2_0 CN FT. FROM EN!SECTION LINE _. FIRM: rSe.AF ti3 .2 r-s T viri.., . DATUM: .IGNATURE: fv1 C.- 9(6/4057(i WATER LEVEL ELEVATION: . ....... •_ :ONSULTING FIRM: ' ---- -fY7P INSTALLED: 4LA.r.rieiteed tiin Ci--1_6- 90 REPRESENTATIVE: ._S clilet 42„. • DEVELOPED: , . 1 . . . •• MONITOR WELL NO. MW-14 . • WELL SCI1EMATIC Vapoe DESCRIPTION , Casing Elevation:100.13 C°"*(PPm) A 5 EL Group • Casing Stickup: -0.7.6 Sheen ••• • • Symbol Surface Sevation: 10039 0 0 0 • • 0 0 • -.Steel surface •4 1.... 7-inches Portland cement concrete monument Dark brown to black coal fragments(silt to gravel size)with a trace of sand and silt(very ,- . - ----_, 3.-Dentonite seal loose.moist to wet)(coal spoils)(fill) =.. -2.inch.Schedule 2 - 40 PVC solid •:• '.' cuing • l's5 3 I • ' 4 - -..'• '• - ,_ :-'.=,•:. . • • —5 •. •• 24nch Schedule 40 PVC screen with . • Grades to loose with occasional rock fragments :•••=,-: 0 020-inch slot • SS 6 I .. 6 _ ;.•- :•.: width .z. • . 1- .i.'..=•.. ill w ---c ti_ -...B.• H .•._•. — x .•,. . . I- . e, '•.; _- w 8 - e:,=....; ' Grades to medium dense with occasional wood _ :-.• liS 10 CAI ,. .w fragments - -Water level on 11/15/89 ..-•, :o. . 9 _ f.:=':..• 10— .._•... . .• --4: -Medium sand 1 —10 backlilt . • SS 14 CAI ... - 1 , . ! 1 , •• . . .. 1 2 - if:`--:-•.....f - • . •,.-.. , .e;=',........ - .. 13 - .;.7---%;, Due of well at FLS 3 CAI II ill ML Gray silt with wood fragments(soft,wet) . . •' ;•,?;:-....,•" 13.23 feet SP- 14 - - --- S84 Gray fine to medium santl with silt(ve(y loose, wet) - • ' 1 Dosing completed at 14.0 feet on 10/9/39 No petroleum-like odor detected 15— —15 - _ 16 - _ • . Note:See Figure A-2 for esplanation of symbols Log of Monitor Well • • GeoEngineers Finiit A-12 .•J • RESOURCE PROTECTION WELL REPORT START CARD NO. 02:7G19LI 'PROJECT NAME: PA9e.+ Sri- ,A 1 j s«r' a^nl L Cy WELL INDENTIFICATION NO. rrlw--r ''' LOCATION: T .R$ F ,SEC.FT. FROMaN/S SECTION LINE y`+DRILLING METHOD:l,llel I A�n�>,h M'"1� DISTANCE: Z0 o FT. FROM E/W SECTION LINE DRILLER: ?Q►� C. �n�d $K; �7en FnJjfk. rs Tn r' • DATUM:SIGM: //// WATER LEVEL ELEVATI.ON:SIGNATURE: ln �v�oSK, q�b_ ClD tn2 INSTALLED: 4L h 6Pi CONSULTING FIRM: REPRESENTATIVE: - DEVELOPED: SamQ _ MONITOR WELL NO. MW-13 r WEI.LSCHEMATIC Vapor t v DESCRIPTION Gsint Elevation: 99.96 Conc.(ppm) -4 u i SymbolGroup Surface Elevation: 100.40 Sheers co •V es 0 CuingStkkup -0ce ligl 6-inches Portland cement concrete ° — —.Steel surface monument •e. W Brawn fine to coarse gravel with sand(loose. l:..: moist)(fill) I �_ �n I ntonite sedgy size)with a Black coal fragments(silt to gravel 40n PVC solid k trace of sand and silt(medium dense.moist) 2 O solid (coal spoils)(fill) cuing $ NS 17 i 4 5 5 ''"•''2-inch.Schedule • r 40PVCscreen 13 ... : with 0.020-inch SS 6 _ : slot width w u_ N 7 I = _ . H K' p 8 SS 7 d` yz 'Water level on 11/15/89 _ • Light brown shale fragments(silt to gravel size) _— (loose,wet)(rock spoils)(fill) 9 • 10 E Medium sand : backlit! Is• 8 11 E 12 Rase of well at 1239 feet i 13 Ns9 idSP Gray fine to medium sand(loose,wet) 14 Boring completed at 14.0 feet on 10/12/89 No petroleum-like odor detected , 15 • 15 16 . Note:See Figure A•2 for explanation of symbols _/gyp• Log of Monitor Well ' �. Engineers ,E'O�r Figure A-11 RESOURCE PROTECTION WELL REPORT II ® START CARD NO. OZ�G b ROJECT NAME: RASP+ Srx..nc1 1 oc-fer- ea,,,,,1 L:.9kt Gi . . WELL INDENTIFICATION NO. rnw]"' I k LOCATION: T ,R5 r ,SEC. I -L • TRILLING METHOD:Wei I A I0,nrirh Mp 11-1 DISTANCE: /S-0 FT. FROM 14/S SECTION LINE MILLER: C.C- Kra I0 5 k: •' _O o FT. FROM ENV SECTION LINE FIRM: (5 NFnJ; er-s Thr • DATUM: . ;IGNATURE: Ai) C- �o/e)c r WATER LEVEL ELEVATION: __ .ONSULTING FIRM: MP INSTALLED: ALc.r,d er tun 'I -)._6 'D REPRESENTATIVE: -S°,rhQ DEVELOPED: MONITOR WELL NO. MW-11 WELLSCIIEMA71C Vapor t „ 4 DESCRIPTION Cuing Elevation:100.13 Conc.(iM'm) 3 C C Sheen m u a Symbol Surface Elevation: 100.40 Cuing Sikkup: -027 0 0 .Steel surface 63-inches Portland concrete cement tn� ' onumenl rt�,.SM Dark brown silty fine to medium sand with 1 gravel(loose,moist)(fill) = g.Dentonite seal . ._2•inch,Schedule 2 - ,r. = 40PVCsolid •: • cuing ;: • Dark brown fine to medium rand with gravel,a ;•;C SP trace of silt and occasional coal fragments 3 - F•'•' SS 11 (medium dense,moist)(fill) G 5 r c' Dlack coal fragments(sill to gravel sire)with a _5 ',�:•.-2-inch,Schedule '. trace of sand and silt(medium dense,moist 40 PVC screen to wet)(coal spoils)(fill) _ with 0.020•inch SS 13 P 6 _ _ slot width • LLr F a - a 8 ' _ SS 5 CI .02 Grades to loose -Water level on 11/15/89 • 9 ..,_ _ ,.' P I. -10 ]0- • =f--Medium sand :'•P•': backfill SS. 5 - 11 - . - Brown silt and silty fine to medium sand(loose, :•`.0•, ::NIL medium stiff,wet) 13 - 1laseofwellat 12.77 feet SS 4 14 - Boring compkled at 14.0 feet on 10/9/89 Na petroleum-like odor detected 15- -15 _ 16 - . Note•.See Figure A-2 for explanation of symbols Log of Monitor Well • Geoff.Engineers _ r;,,,ire% s-q =- • 'RESOURCE PROTECTION WELL REPORT START CARD NO. D2-7Gbq • PROJECT NAME: Pi.l9e.+ SfvwJ ! ot-ier ar,.,l L:y(,,-I- 3 F ,SEC._ ICI,/71X.ti1--q LOCATION: T—Zi•RS WELL INDENTIFICATION NO. /Sa FT. FROM ro/S SECTION LINE .,DRILLING METHOD:(-{�el I A 6n0l,h pop nq DISTANCE: DRILLER: aov1 Kra/o 5 V: z0 0 FT. FROM ENV SECTION LINE : FIRM: 6e-nlFnJ' e r Tel DATUM: Z.)4 ,l SIGNATURE: A/7 C.- 05-k WATER LEVEL ELEVATI,ON' CONSULTING FIRM: 0 INSTALLED: 4Lr1r, e mad 6!n q-j crp REPRESENTATIVE: -S a►v> e DEVELOPED: MONITOR WELL NO. MW-9 r _ WELL SCHEMATIC Vapor t y .n+ DESCRIPTION Cuing Elevation: 99.14 Conc.(ppm) Sheen -s t1 i Group Surface Elevation: 99.71 , Casing Stickup 037 to u a 0 0 3-inches asphaltic concrete - .Steel surface SI' Brown tine to medium sand with gravel(loose, - monument moist)(fill) 1 -- =-.Dcntonite seal .-2-inch,Schedule 2 - = _ 40 PVC solid casing • 1 Black coal fragments(silt to gravel size)with a 3 ' *.•':m•, 2•inchC screen SS 21 40 PVC screen with trace of sand and silt(medium dense,moist to ••-• wet)(coal spoils)(ill) •r 0.020 inch slot _ 4 _ -- width 5— :•C_•w—Medium sand backfill • Grades to loose 1 _ MS 9 W '.E: w u. Z _ Light brown shale fragments(silt to sand size) F+ — with a trace of sand and silt(very loose,wet) a. :•'. __ (rock spoils)(fill) p~ : —Water level on 11/15/89 . o 8 - — HS 1 ML Brows silt with fine to medium sand and occasional I :;`.�?`.•• coal fragments(,cry soft,wet)(fill)) `I - 10— _ MS 3 /f'• sr_ Black fine to medium sand with silt and occasional • coal fragments(,cry loose,wet)(fill) 11 - :— •.:•/::SM 12 • _ • _ Base of well at ML Gray silt with fine sand(medium stiff,wet) 1239 feet 13 - SS 13 14 - Boring completed at 14.0 feet on 9/6/89 No petroleum like odor detected . —15 15— 16 _ Note See Figure A-2 for explanation of symbols • Log of Monitor Well Geo�rEngineers Figure A-7 ' RESOURCE PROTECTION WELL REPORT START CARD NO. 027Q b q 1OJECT NAME: P,t9ef Sn1.J'lrI Pot`ier- arv,,1 L.91 WELL INDENTIFICATION NO. /rtxAJ-h LOCATION: T3.Rr .-.SEC. fCI, :,-BILLING METHOD:Wel I A bondnh^fir'ril DISTANCE: , /5 ti FT. FROM I /S SECTION LINE KILLER: 'Mt1 Kn Id 5 K: 'Z-d O. FT. FROM ENV SECTION LINE FIRM: 6'NP40 e r4 •Trtr)]•. //JJ DATUM: ( Zc? SK, GNATURE: Aril /o WATER LEVEL ELEVATION: _JNSULTING FIRM: S-friQ INSTALLED: ALg•b,rJa N add 6J,1 Q---)._6- Cr 0 REPRESENTATIVE: 1-S a►'vt.e_ DEVELOPED: MONITOR WELL NO. MW-6 r WELLSCIIEMATIC Vapor t ar 4 DESCRIPTION i ' Casing Elevatiiom 100.07 CencSheeeenm) 0 O i Symbol Surface Elevation 100�3 Cuing Stickup: -016 to cs vs0 • •0 _ 6•inches Portland cement concrete - - _ .Steel surface • monument GP Gray fine gravel(loose.moist)(fill) 1 = 3B-Dentonite seal SP Drown fine to medium sand with gravel(loose, • moist)(fill) ._ •:4-2•inch,Schedule '2 _ _ ' 40PVCsolid cuing dt E flack coal fragments(silt to gravel size)with a ' , C,=;: gz• trace of sand and silt(medium dense,moist) - 3 - 't "---2-inch.Schedule NS 27 1 (coal spoils)(fill) '.,C:•`. 40 PVC screen 1 - $ ▪ =..—Medium sand =:: backlit! 6 _ — 0 Grades to loose f — -` Graysilt with occasional coal fragments w — ML (medium stiff,moist to wet)(fill) M 7 = T — mlight brown shale fragments with a trace of 0 $ — MS , 9 CAf g sand and silt and occasional coal fragments ▪ — _ (loose,wet)(rock spoils)(fill) . Water level on 11/15/89 — —10 to— _ :' SM Mottled light brown and dark brown silty fine to MS 3 medium sand with occasional coal fragments - -- (very loose,wet)(fill) II. = Diu of well at _ 12 I136 feet SP Gray fine sand with a trace of silt(loose,wet) 13 - NS 6 - 14 - . Boring completed at 14.0 feet on 9/5/R9 , Slight petroleum-like odor detected at R feet 15— —15 16 Note:See Figure A-2 for esplanation of symbols . y. Log of Monitor Well Geo En ineers ��� g Figure A-4 • RESOURCE PROTECTION WELL REPORT START CARD NO. 0Z7G b LI n C Ip J L 1- PROJECT NAME: rkA3e-'�' —Srx.�ne-1 ` m 1e� a" ,y LOCATION• T .R�F SEC. �� WELL INDENTIFICATION NO. /7'114/T ' -� DISTANCE: .FT. FROM II/S SECTION LINE 'irURILLING METHOD:I�ell A�tn�nh"'1P'1 200 FT. FROM ENV SECTION LINE DRILLER: Jor� L Kn�d 5�� FIRM: 6e-i,Fn�r ne /`s Tv) DATUM: C_ SIGNATURE: Jail To/na WATER LEVEL ELEVATION CONSULTING IRM: -ni0 INSTALLED: 4I rie needtih 9 _ cf D REPRESENTATIVE: -Sam 2 DEVELOPED: MONITOR WELL NO. MW-5 s WEIi•SCHEMATTC Vapor t y .rt DESCRIPTION Cone4PPm) .3 o •2 Symbol Casing Elevation 99.94 Group Shaun Surface Elevation: 103A0 0 Casing Stickup: -0A6 m U „ 0 — 9-inches Portland cement concrete &Steel surface Black coal fragments(silt to gravel sift)with a monument t trace of sand and silt(loose.moist to wet) 1 - I ntonite seal —yc (coal spoils)(file 2-inch,Schedule 2 - 40 PVC solid casing 1 3 - '•=_-'' 2-inch,Schedule SS 8 1 40 PVC screen with • 0.020 inch slot 4 _ ``C width -t 1 —5 5- 2.:—�tcdiumsand _ backfill SS 9 — t- 6 a M 7 - = a. a w 3 - MS 10 C� pp o �lVater level on 11/15/39 9 - t^c • SP— Drown fine to medium sand with silt and occasional —10 S\! coal fragments(loose.wet)(fill) ,—, 10— a 11 - % • Base of well at 1236 feet Grades to medium dense 13 - SS 16 c�8 14 - Iloring completed at 14.0 feet on 9/6/39 No petroleum-like odor detected -15 15- 16 - Note:See Figure A-2 for explanation of symbols `O j Log of Monitor Well • Geo� Eng ineers Figure A-3� RESOURCE PROTECTION WELL REPORT • 1 ! START CARD NO. .0�-M b Li ROJECT NAME: PA eJ' Sr1f.. p iA 1 oL.Jer a"ni L-:jil WELL INDENTIFICATION NO. rnvAl" 3 LOCATION: T2114.RS .SEC. (CI RI LLING METHOD.11.)el I A lOctnJ/4h M nP�� DISTANCE: _ FT. FROM N/S SECTION LINE ..'DRILLER: Jr r � Kn'0 S K: 20 C. NV FT. FROM E SECTION LINE ^ FIRM: arNFiifi; ' e rs Thom .• DATUM: . . ;IGNATURE: eV) C.- �vl0SK: WATER LEVEL ELEVATION: _ CONSULTING FIRM: MO INSTALLED: 41".„daileed 9�6- �a -'REPRESENTATIVE: -Sa114e DEVELOPED: MONITOR WELL NO. MW-3 — • WELL SCHEMATIC o Casing Elevation: 09.59 c a i Group DESCRIPTION I --• Casing Stickup: -0.34 my m Symbol Surface Elevation: 99.93 feet 0 STEEL SURFACE i - BROWNLT NEraTOICe MONUMENT GW BROWN FINE TO COARSE GRAVEL WITH SAND (FILL) - ENTONITE SEAL (DENSE, MOIST) E-(- 4I II-2-INCl1, CA - - . SCHEDULE 40 PVC / • .. SOLID BLACK COAL YRAGMFMTS (MEDIUM DENSE, MOIST) _ COARSE SAND (FILL) '5- ?. BACKFILL _ • - _C' WATER LEVCL AT 6.7 FEET ON 5/t8/38 ,-�. 2-INCH, v - SCHEDULE 40 PVC SM • MARK GRAY SILTY FI:4E TO MEDIUM SAND . •: .020 INCH SLOT 4 0 (VERY LOOSf:, WET) - .w WIDTH _ 10- % 2 ■ - 15- SASE OF WELL AT 5 ■ - 15.0 FEET WIRING COMPLETED AT 15.5 FEET ON 5/13/8S - NO HYDROCARBON ODOR DETECTED r W - - uJ LL 2 20- 2 , _ , I.- _ o. - W 0 25- - I ` 30- - I 35- 40— ' Note: See Figure A-2 for Explanation of Symbols ' \tom (' LOG OF MONITOR WELL ___________ _ Gee-0 EngineersL FIGURE A-5 RESOURCE PROTECTION WELL REPORT , • I I r START CARD NO. 017�1 b L PROJECT NAME: Pc. of Srx...rtr4 Pot.!et-. an,,1 L:y14 WELL INDENTIFICATION'NO. rnw'--> LOCATION: T?3d.R$F ,SEC. ICI, l DISTANCE: _ .5--. FT. FROM'N/S SECTION LINE ,��;DRILLING METHOD:I�el I A�'^�nh�'''•►� DRILLER: ' Lr Kn Id s V: _O 0 FT. FROM ENV SECTION LINE FIRM: 6e."P �r ers Tr, DATUM: SIGNATURE: rl/) C- VOSKt WATER LEVEL ELEVATION: / CONSULTING IRM: �m0 INSTALLED: 4L1 v&/nhw 61'1 Q Zb- Cia REPRESENTATIVE: -Same, DEVELOPED: , MONITOR WELL NO. MW-2 WELL SCHEMATIC DESCRIPTION Casing Elevation: 9g.16 u'o E Group Casing Stickup:-0.31 mL1 h Symbol Surlaco Elevation:00.47 Nat ASPHALT CUNt.'ETK 0 /rg, STEEL-SURFACE BROWN FINE TO MEDIUM SAND WITH GRAVEL (FILL) MONUMENT (MEDIUM DENSE. MOIST) ' _ - BEN7ONITE SEAL 2-INCH, SCHEDULE 40 PVC CA BLACK COAL. FRAGMENTS (MEDIUM DENSE, MOIST ) SOLID 25 ■ (FILL) 5 COARSE SAND BACKFILL WATER LEVEL AT 6.5 FEET ON 5/IS/88 2-INCH, : SCHEDULE 40 PVC .020 INCH SLOT GRAY MEDIUM SAND WITH SILT (LOOSE, WET) WIDTH 4 U to INTERBEDDED GRAY SILT AHD GRAY MEDIUM SAND WITH WOOD FRAGMENTS (LOOSE, WET) 4 ■ • 15 " BASE OF WELL AT • 15.0 FEET BORING COMPLETED A•T 15.0 FEET ON 5/13/88 . NO HYDROCARBON ODOR DETECTED I- w w U. z -20 f a w c i 1 25 30 i I 35 40 Note: Sae Figure A-2 for Explanation of Symbols ,7giv• LOG OF MONITOR WELL Gco �Engineers . RESOURCE PROTECTION WELL REPORT /' I I START CARD NO. 0274 b 9 I tOJECT NAME: RA3e+ Smt..rld Pot,/er Grid L:44 ''..:ELL INDENTIFICATION NO. rn‘A-1•- I . LOCATION: T ,R:S_,SEC. ICI, "RILLING METHOD:Well A60n'r/1n/)MP"I I DISTANCE: /Sr. FT. FROM N/S SECTION LINE BILLER: .-3or1, c Kr'-Id 5 K: 2d 0 FT. FROM ENV SECTION LINE FIRM: 6 j F,i Je; jr- Tel el r"'. DATUM: . IGNATURE: ri/) C.- Z.)to 51e; • WATER LEVEL ELEVATION: __DNSULTING FIRM: •S JYre INSTALLED: 41�rc6 h ec/J 6kt • Q 6- 9I a REPRESENTATIVE: 'Sa►?L2 DEVELOPED: • MONITOR WELL NO. MW-1 _. a ' WELL SCHEMATIC o ' Casing Elevatlom 99.31 o c E Group DESCRIPTION Casing Stickup:-0.22 mo el Symbol Surface Elevation:99.53 feet .... 0 J STEEL SURFACE AC ASPHALT CuNCkLTE " MONUMENT SP BROWN FINE TO MEDIUM SAND WITH GRAVEL AND A - . , BENTONITE SEAL TRACE OF SILT (FILL) (MEDIUM DENSE. MOIST) - • • • " 2-INCH, SCHEDULE 40 PVC BLACK COAL FRAGMENTS WITH A TRACE OF BROWN - r! SOLID 18 ■ SILT (MEDIUM DENSE, MOIST) (FILL) 5— * COARSE SAND — :: BACKFILL _ 2-INCH, WATER I.LV::L r•r 6.9 FEET ON 5/13/8E . . . ', SCHEDULE 40 PVC - .020 INCH SLOT CA j. WIDTH 8 ■ . - SP GRAY MEDIUM SAIIU (LOOSE, WET) 10— ?: i ML DARK GRAY SILT (STIFF. WET) r :;, . 16 SP GRAY MEDIUM SAID (MEDIUM DENSE, WET) - is— ` ^` BASE OF WELL AT — 15.0 FEET BORING COMPLETED AT IS.0 FEET ON 5/13/88 - NO HYDROCARBON ODOR DETECTED - I- W W - U. - _20— — 2 a. J - w - 1 0 25— 30— — 35— — . 40 • — Note: See Figure A-2 for Explanation of Symbols -✓��u LOG OF MONITOR WELL • (;co �Engineers FIGURE A-3 A P P END I X F • October 18, 1990 Washington Department of Ecology Northwest Regional Office 4550 - 150th Avenue Northeast Redmond, Washington 98052-5301 Attention: Mr. Rod Thompson Monitor Well Abandonment Services Puget Sound Power & Light Renton Service Center Renton, Washington File No. 0186-106-B04 • This letter summarizes our recent monitor well abandonment activities - at the site of the Renton Service Center in Renton, Washington. The monitor wells were sealed and abandoned on September 26, 1990 by our staff technician who is a licensed well driller in the State of Washington. There were 20 monitor wells on this site which were abandoned. The wells varied from 12 to 15 feet in depth. The monitor wells were abandoned in accordance with Washington State Administrative Code (Chapter 173-160) . The wells were sealed and abandoned by filling well casings with a slurry of Portland cement. • A data sheet summarizing the well abandonment details has been included with the attached water well reports. Please contact us if you have any questions regarding this report. Yours very truly, • GeoEngineers, Inc. Jo C. Koloski 74, Tec ician Stephen . Perrigo JCK:SCP:ira Associate Attachments Two copies submitted cc: Mr. Gary R. Reid Puget Sound Power & Light Co. F r 1 y-i. .sr.• L=. t 0 30 60 ,..i F-- • I • I . I N _,, .. SCALE IN FEET -. MW-36• • `.:. 4Q,l • • i . . ` ,F,. -. Fire Hydrant • :; MW-31 MW-4 . 1=' o Planter • Gate ► Gate °:` EXPLANATION: y f ° . , MW-26L>s •MW—S8 ---LIMIT OF EXCAVATION - �4� o MW-30 s • Q`s °MW-25 0NMI-1 °MW-2 MW-1 o MONITOR WELL LOCATION _' ate` • AND NUMBER (ABANDONED) = ` ° MW-19 0MW-18 \ GMW-3 - •ir`Y N MW-4• MONITOR WELL LOCATION x �o 0MW-17 \ )�.,_: °MW_9 AND NUMBER . Z V_1 ;VAULT LOCATION AND NUMBER i •r;: • MW-6 MW-1 (V-2 REMOVED) _ ' MW-20 MW-12 o V_2� ° ° MW-15 �Y' o =`r o ° MW-24 . V-4 --X— — FENCE s.-A ► -k. op MW- • o V- • • °' to -1 3 °MW-5 • 1 ), GENERAL DIRECTION OF . MW-8 ° °MW-14 �` GROUND WATER FLOW MW-7 � :'� o MW—1 o MAN-22° I ° MW-21 -.y<:. Stores Building P:: �1. : ' gib" 4.-ii1::=: v �TM • SITE PLAN WITH MONIT _,' • �'�' REFERENCE: DRAWING ENTITLED "RENTON TRANSPORTATION CENTER REMODEL", DATED GeO �En 'IleerS `' r s;: 3/4/74, BY PUGET POWER AND SITE MEASUREMENTS MADE BY GEOENGINEERS, INC �`I FIGUA 6y �'t-- - -` ``'� > .s: • n�yi x�. Va APPENDIX B • APPLICATION FOR AUTHORIZATION TO USE GEOTECHNICAL INVESTIGATION REPORT PROPOSED AUTONATION USA RENTON,WASHINGTON KLEINFELDER PROJECT NUMBER 60-1867-01 • DATED August 26, 1998 TO: Kleinfelder,Inc. 2405 140th Avenue,NE, Suite A101 Bellevue,Washington 98005 FROM: Applicant hereby applies for permission to: [State here the use(s)contemplated] for the purpose(s)of: • [State here why you wish to do what is contemplated as set forth above] Applicant understands and agrees that Kleinfelder,Inc. is the copyright owner of the above identified report and that unauthorized use or copying of the above identified report is strictly prohibited without the express written permission of Kleinfelder,Inc. and Kleinfelder's client. Applicant understands that Kleinfelder, Inc. and/or Kleinfelder's client, may withhold such permission at its sole discretion, or grant such permission upon such terms and conditions as it deems acceptable. Dated: Applicant 1 by its 60-186701/6018R 125.DOC Page 1 of 1 Copyright 1998 Kleinfelder,Inc. ( _ . RENTON AUTONATION USA TRAFFIC IMPACT ANALYSIS Prepared for Mr. Pat Donnelly STAUBACH RETAIL SERVICES 2030 Main St., Suite 350 Irvine, CA 92614 September 9, 1998 .•• UV: 15a SE? Transportation Planning & Engineering , Inc . 2101 - 112th Avenue N.E., Suite 110 Bellevue,Washington 98004 (425) 455-5320 f[lE RENTON AUTONATION USA TRAFFIC IMPACT ANALYSIS Prepared for Mr. Pat Donnelly STAUBACH RETAIL SERVICES 2030 Main St., Suite 350 Irvine, CA 92614 • Prepared by TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 - 112th Ave. N.E., Suite 110 Bellevue, Washington 98004 Telephone - (425) 455-5320 FAX - (425) 453-7180 .vONAL, o� W4'O ; # 43:101' •'0 4,, .4 30251 QO �4, CISTE� IONAL �yGa9� EXPIRES 9/15/00 • TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 - 112111 AVENUE N E,SUITE 110 BELLEVUE,WASHINGTON 98004 _ VICTOR H.BISHOP P E.President TELEPHONE(425)455-5320 IDAVID H.ENGER.PE.Vice President FACSIMILE(425)453-7180 September 9, 1998 • Mr. Pat Donnelly STAUBACH RETAIL SERVICES 2030 Main St., Suite 350 Irvine, CA 92614 I -, Re: Renton AutoNation USA Traffic Impact Analysis Dear Mr. Donnelly: We'are pleased to submit this traffic impact analysis for the proposed Renton AutoNation USA project consisting of one showroom/light maintenance building totaling approximately 53,200 square feet. The project site is located on the east corner of the S. Grady'Way/Talbot Rd. S. intersection in the City of Renton. Access to the site is proposed, via one driveway onto Talbot Rd. South. Additionally, there is an emergency access onto S. Grady Way. Wel have visited the project site and the surrounding street network, and have. prepared;this report in accordance with City of Renton guidelines for traffic studies. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the proposed site and the surrounding street network. Figure 2 shows a preliminary site plan prepared by KPFF Consulting Engineers. The site plan shows the proposed showroom/service center building and emergency and access driveway locations. The emergency access will - also serve as an exit only for carrier trucks. The project will provide approximately 822 parking spaces of which 497 stalls will be designated as display parking spaces for vehicles to be sold. The project is expected to be constructed and operating by the summer of 1999. Therefore, for purposes of this traffic study, 1999 is the chosen year for full project occupancy. The site currently contains three existing buildings totaling approximately 81,000 square feet that have been used for Puget Sound Energy (PSE) operations. The site q g P has served as a customer service center, warehouse and distribution center. Currently there are,approximately 50 employees that work out of the site. After a future boundary line adjustment, the floor area of buildings to be removed for the AutoNation project will be approximately 69,500 square feet. The City will be purchasing a portion of the \\Larry 11.1c1-Projects1R0675981R0675rpt.doc i Mr. Pat Donnelly STAUBACH RETAIL SERVICES September 9, 1998 Page 2 " northern part of the site for future City Hall parking. Part of one of the existing buildings is located on the land the City will be purchasing. Therefore the area of existing buildings was reduced from 81,000 square feet to 69,500 square feet. Trip Generation and Distribution The proposed Renton AutoNation USA project is expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as shown in,Table 1. The trip generation is calculated using average trip rates from data gathered at two similar sites in Broward County, Florida and Lewisville, Texas in 1997' and 1996, respectively. The counts were performed for 24 hours per day over an entire week. The trip rates shown were derived from the average of the Tuesday through Thursday traffic counts. Given the location of the Renton AutoNation site, a portion of the site trips will likely be pass-by trips. Pass-by trips are comprised of vehicles already passing by the site that stop at the site, and then continue on their way. Pass-by trips do not contribute to the net new traffic on the off-site roadways. Pass-by trips for automobile sales have not been quantified in any publication and therefore a conservative amount of 5 percent has been applied to the trip generation estimates in Table 1. The traffic generated from the existing uses was calculated using average rates from the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for General Light Industrial (ITE Land Use 110). A vehicle trip is defined as a single or one direction vehicle movement with either the origin', or destination (exiting or entering) inside the proposed'development. These trip generation values account for all site trips made by all vehicles for all purposes, includingemployee, customer, visitor, and service and delivery vehicle trips. The trip generation rates calculated are slightly higher than the rates for New Car Sales (ITE Land Use Code 841) found in Trip Generation, and can therefore be considered conservative. Based on our analysis,the net new trips generated by the Renton AutoNation USA are estimated to be 43 trips during the AM peak hour, 105 trips during the PM peak hour and 1,520 trips during an average weekday for full development conditions.. No credit was applied for pass-by trips that may already be on the surrounding roadways. Figure 3 shows the site generated traffic assigned to the street system. Trips to and from the site were distributed to the surrounding street network based on the characteristics of the road network, existing traffic volume patterns, the location of likely IlLarry h.lcl-Projects1R0675981R0675rpt.doc • Mr. Pat Donnelly • STAUBACH RETAIL.SERVICES September 9, 1998 Page 3 , trip origins and destinations (residential, shopping, and employment opportunities), and expected travel times: The traffic volumes in Figure 3 do not have any reductions due to pass-by trips. EXISTING CONDITIONS Roadway Facilities Figure 4 shows existing traffic control, number of roadway lanes, number of approach lanes at intersections and other pertinent information. The primary streets within the study area and their functional classifications are: S. Grady Way Principal Arterial Talbot Rd. S. Principal-Arterial Rainier Ave. S. Principal Arterial Benson Rd. S. Minor Arterial t ' South Grady Way, Talbot Rd. S. and Rainier Ave. S. have curb, gutter and sidewalks on,both sides. South Grady Way and Talbot Rd. S. adjacent to the AutoNation site, as well as the site itself, are relatively level. Benson Rd. S. is adjacent to the site but there is no vehicular access proposed due to the difference in elevation and steep slopes from the AutoNation site. The posted speed limits on S. Grady Way and on Talbot Rd. S. are 35 MPH. Talbot Rd. S. has five lanes adjacent to the project site, including a center two-way left turn lane. The following intersections are analyzed in this report based on discussions with the City of Renton traffic engineering staff: S. Grady Way/Talbot Rd. S. S. Grady Way/Rainier Ave. S. Traffic Volumes Figure 5 shows the existing PM peak hour turning movement traffic volumes at the study intersections. The traffic counts at the two intersections were taken between the hours of 3:00 to 5:00 PM on Tuesday, July 21, 1998 and Thursday, July 23, 1998 by the City of Renton. The peak hour occurred from 3:00 to 4:00 at the S. Grady Way/Talbot Rd S. intersection and from 3:45 to 4:45 PM at the S. Grady Way/Rainier Ave. S. intersection. Copies of these counts are attached. \\Larry h.lcl-Projects1R0675981R0675rpt.doc. • I ' Mr. Pat Donnelly STAUBACH RETAIL SERVICES September 9, 1998 Page 4 Level of Service Level of.service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally,, agencies.see LOS A and B as high, LOS C and D as moderate, and LOS E and F as low. Table 2 shows the calculated level of service (LOS) for existing conditions at the two study;street intersections. The LOS were calculated using the..procedures in the Transportation Research Board Highway Capacity Manual - Special Report 209, 3rd Edition updated 1994. The LOS shown indicates overall intersection operation. At signalized.intersections, LOS is determined by the calculated average delay per vehicle. The LOS 'land corresponding average delay in seconds are follows: - I TYPE OF, A B C D E F INTERSECTION/ LOS Signalized <5.0 >5.0 and >15.0 and >25.0 and >40.0 and >60.0 <15.0 <25.0 <40.0 <60.0 Stop Sign Control <5.0 >5 and >10 and >20 and >30 and >45 <10 < 20 < 30 < 45 The intersection LOS is an average for every vehicle entering the intersection. Occasionally, specific movements, such as stop sign controlled left turn movements, experience significantly worse LOS than other movements at the intersection. When this is the case other factors such as safety can be considered when determining whether improvements are warranted. Table 2 shows that the S. Grady Way/Talbot Rd. S. intersection is currently operating, at level of service D and the S. Grady Way/Rainier Ave. S. intersection is currently operating at a LOS E for existing conditions Transit There are currently four METRO Transit bus routes that provide service on Grady Way South. Routes 108, 153, 247 and 340 serve the project area. Bus stops for these routes are located within '/2 mile of the project site. \\Larry h.lcl--Projects1R0675981R0675rpt.doc • • Mr. Pat Donnelly STAUBACH RETAIL SERVICES September 9, 1998 Page 5 :. FUTURE CONDITIONS WITHOUT THE PROJECT • ,:Proposed Road Improvement Proiects'and'Pipeline Projects The.City.:.o.f. Renton does:not have 'any.planned roadway improvement projects in the imme'diate'site vicinity that will carry any.site'generated trips. There is one planned . 'roadway;projection Benson.Rd. South in theimmediate project vicinity. •The project•is for chann'elization;'signing, and illumination on Main Ave...S.'frorm.Benson Rd. S. to S. 3rd Street: • There are no WSDOT projects in the site vicinity for Which funds are being collected. There are no pipeline projects in the immediate site vicinity according to the ' City. . . Future Background Traffic Volumes • Future background traffic-volumes.(1999) are shown 'in:Figure.6. These volumes . were obtained-by taking the existing traffic•volumes.and increasing them by 2% per :year, per:direction from the_City.of Re.nton•traffic.•engineering staff, to approximate background growth until the project is constructed. • FUTURE CONDITIONS WITH PROJECT Figure 7 shows the projected 1999 with project PM peak hour traffic volumes on the street system. The traffic volumes in Figure 7 were obtained by adding the site- ' generated traffic volumes from Figure 3 to the background traffic volumes contained in Figure 6.' Levels of Service Table 2 shows the calculated LOS for future with and without project conditions at the pertinent intersections. The table shows that neither of the study intersections are projected to degrade as a result of the proposed project's traffic. The intersections will continue to operate at LOS D and E. As a conservative measure site traffic volumes were not reduced as a result of pass-by trips in any calculations. • The LOS at the site access.driveway on Talbot Rd S. was also calculated for future with project conditions and is shown in Table 2. The site access driveway is expected,to operate at LOS A for future conditions. \\Larry h.lcl-Projects1R0675981R0675rpf.doc I . Mr. Pat Donnelly STAUBACH RETAIL SERVICES September 9, 1998 Page 6 Sight Distance The stopping and entering sight lines at the proposed site access driveway were examined in the field. The proposed site driveway is located near the south end (on the outside) of a horizontal curve on Talbot Rd. South. The available entering site distance to the north extends beyond the curve to S. Grady Way. The available entering sight distance to the south extends south of the 1-405 overpass on Talbot Rd. South. The sight distances to and from the north and south along Talbot Rd. S. are adequate for a roadway with a posted speed limit of 35 MPH. Left turns out of the site should be able to be made safely due to the center two- way left turn lane. This lane acts as a refuge/acceleration lane for the left turning motorist. !Additionally, the traffic signals at the S. Grady Way/Talbot Rd. S. and Talbot Rd. S./S. Renton Village P1. intersections create predictable gaps in the traffic stream to allow vehicles to perform left turns out of the site TRAFFIC IMPACT MITIGATION REQUIREMENTS The City of Renton requires a traffic impact mitigation fee of$75 per net new - average daily trip. Therefore the Renton AutoNation USA traffic impact mitigation fee is $75 X 1,520 = $114,000. No other traffic mitigation fees should be required. CONCLUSIONS AND RECOMMENDATIONS This analysis has evaluated the traffic impacts of constructing the proposed 53,200 square foot Renton AutoNation USA building with the main vehicular access onto Talbot Rd. South. The project will not adversely affect the surrounding streets and intersections and there are no planned or programmed City or State roadway projects that require contributions. Sight distances at the main access appears to be good. Therefore, the specific recommended traffic mitigation for the Renton AutoNation USA project is,the following: Agree to pay the City of Renton's traffic impact mitigation fee of$75 per net new average daily trip, which for 1,626 trips is calculated to be $121,950. Full frontage improvements already exist along S. Grady Way and Talbot Rd. S. to'City of Renton standards. Therefore repair and/or replace any existing driveways on the site frontage. It is recommended that if improvements to Benson Rd. S. are required by the City, a waiver be submitted as the AutoNation project is not expected to generate new traffic on this roadway. IlLarry h.lcl-Projects1R0675981R0675rpt.doc - 1 Mr. Pat Donnelly STAUBACH RETAIL SERVICES September 9, 1998 Page 7 No other traffic mitigation should be necessary. If you have any questions please call me. Very truly yours, TRANSPORTATION PLANNING _ & ENGINEERING, INC. 1641L— LDH:sv Larry D. obbs, P.E. Transportation Engineer \\Larry h.lcl-ProjectslR0675981R0675rpt.doc TABLE 1 RENTON AUTONATION USA VEHICULAR TRIP GENERATION TIME OF DAY TRIP RATES IN OUT TOTAL A. 53,200 Sq. Ft. AutoNation Showroom/Maintenance Facility Weekday T = 39.66(X) 1,055 (50%) 1,055 (50%) 2,110 AM Peak Hour T = 2.12(X) 71 (63%) 42 (37%) 113 PM Peak Hour T = 3.43(X) 86 (47%) 96 (53%) 182 B. Pass-by Trips (5%) Weekday -- 53 53 106 AM Peak Hour -- 4 2 6 PM Peak Hour -- 4 5 9 C. 69,500 Sq. Ft. Existing PSE Office/Warehouse Facility Weekday T = 6.97(X) 242 (50%) 242 (50%) 484 AM Peak Hour T = 0.92(X) 56 (88%) 8 (12%) 64 i PM Peak Hour T = 0.98(X) 8 (12%) 60 (88%) 68 D. Net New Trips (A— (B + C)) Weekday -- 760 760 1,520 AM Peak Hour -- 11 32 43 PM Peak Hour -- 74 31 105 T = Number of Trips X = 1000 Square Feet Based on traffic data collected at two existing AutoNation facilities and the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for General Light Industrial (ITE Land Use Code 110). A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. TABLE 2 RENTON AUTONATION USA PM PEAK HOUR LEVEL OF SERVICE SUMMARY INTERSECTION EXISTING 2000 W/O 2000 W/ PROJECT PROJECT S. Grady Way/Talbot Rd. S. D (30.2) D (31.6) D (33.8) S. Grady Way/Rainier Ave. S. E (50.6) E (53.0) E (54.5) Talbot Rd. 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Renton Villa.e PI. a1 I —01111111111111.111 -jr, LEGEN D 0 0 Traffic Control Signal --► Approach Lane & Direction J EXISTING CONDITIONS (_ \ 1FIGURE� RENTON AUTONATION USA TRAFFIC IMPACT ANALYSIS / 4 J I . • i- -, , _ . 0 , II L. �,� �t'''5 / 405 c LV\. Project I Cl O l ) �" ? Site 6�,� 9 c *C1 1\1 2 (csi M coa N` N 13 g S. G co0 923 � ( I 629 mcDa: o (; 0 l i ti4‘ -- -r ,........ ..,...r. LEGEND 0 X� PM Peak Hour Traffic Volume & Direction i FIGURE EXISTING PM PEAK HOUR TRAFFIC VOLUMES 11- RENTON AUTONATION USA TRAFFIC IMPACT ANALYSIS 5 2 ��q'°)V- V 405 c, 179 L . � Project `� S�\1P asp`' Site NC 6'►� , - X r. od c NNN 13 5• G` m r62 _2442' '1 t( I8lom0 642 aioE - 'o 1 1 - 1Prr' • LEGEND ' 0 - X—• PM Peak Hour Traffic Volume & Direction I 1FIGURE� PROJECTED 1999 PM PEAK HOUR TRAFFIC VOLUMES WITHOUT PROJECT (_ RENTON AUTONATION USA TRAFFIC IMPACT ANALYSIS ,- ,--., , 1 : .. vi 6 - �ssQ r(3�� / f 405 / sus\ , Project v' 1.) �ss9 Site f , s 0 a w° �6� 2 o In N in 141 S• G< In 1 m N.-N r 625 F.co k q# ,6/79 —In ,�02 24 4 1 11 I -�"/34 542"a chi m I r \. imICLI,,......_ 11, , ....... • _,........--- \\- LEGEND . 1-re - 0 X--0- PM Peak Hour Traffic Volume & Direction } I ,� FIGURE PROJECTED 1999 PM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT ' _ 7 RENTON AUTONATION USA TRAFFIC IMPACT ANALYSIS l RENTON AUTONATION USA 08/21/98 1 S GRADY WY/TALBOT RD S 09:51:41 EXISTING 1998 SIGNAL94/TEAPAC[Ver 1.21] - Capacity Analysis Summary Intersection Averages: r Degree of Saturation (v/c) 0.70 Vehicle Delay 30.2 Level of Service D+ Sq 0 1 Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 , **/** . -- + + + A A + + + ++++ ++++ /I\ +> <+ + <++++ <++++ v **** A 1 Av ++++ North <+ * *> ++++> ++++> 1 **** + * * **** ++++ v + * * v v G/C=0.167 I G/C=0.225 I G/C=0.150 I G/C=0.267 I G/C=0.058 � G= 20.0" I G= 27.0" I G=. .18.0" I G= 32 .0" I G= 7.0" Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4 .0" I Y+R= 0.0" I OFF= 0.0% OFF=20.0% OFF=45.8% I OFF=64 .2% I OFF=94.2% C=120 sec G=104.0 sec = .86.7% Y=16..0 sec = 13.3% Ped= 0.0 sec = 0.0% I Lane (Width/1 g/C 1 Service Rate' Adj 1 1 HCM I L 190% Maxl 1 Group I Lanesl Regd Used 1 @C (vph) @E (Volume' v/c 1 Delay I S 1 Queue 1 N Approach 26.8 D+ 1 TH+RT1 , 36/3 10.257 10.233 1 476 1 1294 1 745 10.576 1 26.8 1 D+I 321 ftl I LT 1 12/1 10.205 10.175 1 1 1 296 1 34 10.110 1 26.9 1 D+I 47 ftl S Approach 46.1 E+ TH+RTI 24/2 10.321 10.233 1 294 I 814 I 812 10.998 1 53.4 I *E 1525 ftl 1 LT 1 24/2 10.247 10.175 I 1 1 619 1 393 10.635 1 31.2 1 D+I 273 ftl E Approach 22. 4 C ' 1 TH+RT1 24/2 10.294 10.458 1 1546 1 1701 1 720 10.423 1 14.2 1 B 1 329 ftl I LT 124/2 10.253 10.158 I 1 1 556 1 433 10.773 1 35.9 I *D 1 307 ftl W Approach 25.4 D+ 1 RT 1 12/1 10.540 10.533 1 758 I 844 1 771 10.914 1 26.7 I *D+I 607 ftl 1 TH 124/2 10.292 10.333 1 943 1 1242 1 712 10.573 1 21.8 I C 1400 ftl I LT 112/1 10.207 10.033 I 1 1 43 I 43 10.729 1 60.1 1 F I 70 ftl . 4 , RENTON AUTONATION USA 08/21/98 S GRADY WY/TALBOT RD S 09:52:27 1999 W/O PROJ SIGNAL94/TEAPAC[Ver 1.21] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) 0.72 Vehicle Delay 31.6 Level of Service D+ Sq 0 1 Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 1 **/** + + + A A + + + ++++ ++++ / I\ +> <+ + <++++ <++++ 1 v **** 1 Av ++++ North <+ * *> ++++> ++++> 1 **** + * * **** ++++ v + * * v v G/C=0.167 I G/C=0.225 I G/C=0.150 I G/C=0.267 I G/C=0.058 I G= 20.0" G= 27.0" 1 G= 18.0" I G= 32.0" I G= 7.0" I 1 Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" I OFF= 0.0% I OFF=20.0% I OFF=45.8% I OFF=64.2% I OFF=94.2% I C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% I Lane (Width/1 g/C I Service Ratel Adj I 1 HCM I L 190% Maxi I Group 1 Lanes' Reqd Used 1 @C (vph) @E [Volume' v/c 1 Delay I S 1 Queue I N Approach 26.9 D+ I TH+RT136/3 10.258 10.233 1 476 1 1294 1 759 10.587 1 26.9 1 D+I 327 ftl I LT 112/1 10.205 10.175 I 1 I 296 I 35 10.113 1 26.9 1 D+I 49 ftl S Approach 49.5 E+ I TH+RTI 24/2 10.324 10.233 1 294 1 814 1 828 11.017 1 58.3 1 *E 1 535 ftl 1 LT 1 24/2 10.248 10.175 1 1 1 619 1 402 10.649 1 31.5 1 D+I 280 ftl E Approach 22.7 C 1 TH+RT1 24/2 10.297 10.458 1 1546 1 1701 1 734 10.432 1 14.3 1 B 1 335 ftl I LT 124/2 10.254 10.158 I 1 1 556 1 442 10.789 1 36.6 I *D 1 314 ftl W Approach 26.6 D+ 1 RT 1 12/1 10.549 10.533 1 758 I 844 1 786 10.931 1 28.9 I *D+I 619 ftl I TH 124/2 10.295 10.333 1 943 11242 I 727 10.585 1 21.9 1 C 1 409 ftl I LT 112/1 10.207 10.033 1 1 I 43 I 44 10.746 I 62.4 I F I 72 ftl RENTON AUTONATION USA 08/21/98 S GRADY WY/TALBOT RD S 09:52:59 1999 W/ PROJ SIGNAL94/TEAPAC[Ver 1.21] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) ' 0.73 Vehicle Delay 33.8 Level of Service D Sq 0 1 Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 I **/** + + A A + + + ++++ ++++ /I\ +> <+ + <++++ <++++ I v **** ^ ++++ North <+ * *> ++++> ++++> 1 **** + * * **** ++++ v + * * v v G/C=0.167 G/C=0.225 G/C=0.150 I G/C=0.267 I G/C=0.058 G= 20.0" I G= 27.0" 1 G= 18.0" I G= 32.0" G= 7.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" OFF= 0.0% I OFF=20.0% I OFF=45.8% I OFF=64.2% I OFF=94.2% C=120 sec G=104.0 sea = 86.7% Y=16.0 sec = 13.3% •Ped= 0.0 sec = 0.0% I Lane lWidth/ I g/C 1 Service Rate' Adj I 1 HCM I L 190% Maxl I Group I Lanese Reqd Used 1 @C (vph) @E 'Volume' v/c 1 Delay I S 1 Queue N Approach 26.9 D+ I TH+RTC 36/3 10.259 10.233 1 476 1 1294 1 763 10.590 1 26.9 I D+I 329 ftl 1 LT 1 12/1 10 .205 10.175 1 1 1 296 1 35 10.113 1 26.9 1 D+l 49 ftl S Approach 52.6 E I TH+RTI 24/2 10.326 10.233 1 294 1 813 1 840 11.033 1 62 .9 I *F 1 543 ftl I LT 124/2 10.251 10.175 I 1 1 619 1 420 10.679 1 32.0 1 D+I 292 ftl E Approach 23.5 C 1 TH+RTI 24/2 10.297 10.458 11546 1 1701 1 734 10.432 1 14 .3 1 B 1 335 ftl 1 LT 1 24/2 10 .257 10.158 1 1 1 556 I 461 10.823 1 38.3 I *D 1 327 ftl W Approach 29.9 D+ 1 RT 1 12/1 10.566 10.533 1 758 I 844 1 819 10.970 1 35.3 I *D 1 645 ftl I TH 1 24/2 10.295 10.333 1 943 1 1242 1 727 10.585 ( 21.9 1 C 1409 ftl I LT 1 12/1 10.207 10.033 I 1 1 43 1 44 10.746 1 62.4 I F I 72 ftl ,t r RENTON AUTONATION USA 08/21/98 S GRADY WY/RAINIER AVE S 09.53.36 EXISTING 1998 SIGNAL94/TEAPAC[Ver 1.21] - Evaluation of Intersection .Performance 1 Sq 0 I Phase 1 I Phase 2 1 Phase 3 I Phase 4 I Phase 5 I **/** + + + + + . + + + + + ++++ /I\ <+ + <+ + +> <++++ I v v ++++ I A A ++++ v North <+ + +> * +> ++++> +> I **** + + + * + **** + v + + + * + v + I G/C=0.100 I G/C=0.200 I G/C=0.125 I G/C=0.208 I G/C=0.233 I I G= 12.0" I G= 24.0" I G= 15.0" I G= 25.0" I G= 28.0" I I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" I I OFF= 0.0% I OFF=13.3% I OFF=36.7% I OFF=52 .5% I OFF=76.7% I C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS N Approach E Approach S Approach W Approach Int PP PP PP f Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 285 1529 256 168 760 811 523 781 198 699 928 266 7204 Wid/Ln:ft/# 0/0 36/3 12/1 0/0 24/2 24/2 12/1 36/3 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 38 27 0 34 32 41 26 25 50 33 27 g/C Used: % 0 37 13 0 21 21 57 34 11 58 22 22 SV @E: vph 0 2001 218 0 755 737 910 1909 172 924 807 375 8808 H_ Svc Lvl:LOS D+ F F F B C+ F B F D+ E Deg Sat:v/c 0.00 0.91 1.09 0.00 1.23 1.10 0.57 0.41 1.03 0.76 1.15 0.69 0.91 Avg Del:s/v 0.0 41.3105.7 0.0126.5 93.0 18.1 30.6100.2 22.3105.3 48.1 65.8 �1d3 Tot Del:min 0 312 113 0 489 314 39 99 83 65 407 53 1974(' 5 # Stops:veh 0 430 64 0 232 202 83 149 49 130 232 61 1632 ' 1 Max Que:veh 0 77 19 0 83 57 15 34 13 19 72 14 403 Max Que: ft 0 646 471 0 1051 726 375 289 327 491 916 351 1051 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 2070 1739 1502 1893 7204 Svc Lvl:LOS D F D+ E E Deg Sat:v/c 0.93 1.17 0.55 0.94 0.91 Avg Del:s/v 49.3 110.9 35.4 66.6 65.8 Tot Del:min 425 803 221 525 1974 # Stops:veh 494 434 281 423 1632 Max Que:veh 96 140 62 105 403 Max Que: ft 646 1051 375 916 1051 J. RENTON AUTONATION USA 08/21/98 S GRADY WY/RAINIER AVE S 09.53.49 1999 W/O PROJ SIGNAL94/TEAPAC[Ver 1.21] - Evaluation of Intersection Performance Sq 0 I Phase 1 I Phase 2 Phase 3 Phase 4 Phase 5 **/** I I I I + + + + + . + + + + + ++++ /I\ <+ + <+ + +> <++++ I v v A ++++ I A A ++++ v North <+ + +> * +> ++++> +> I **** + + + * + **** + v + + + * + v + G/C=0.100 I G/C=0.200 I G/C=0.125 I G/C=0.208 I G/C=0.233 I G= 12 .0" I G= 24.0" I G= 15.0" I G= 25.0" I G= 28.0" I I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" I I OFF= 0.0% I OFF=13.3% I OFF=36.7% I OFF=52.5% I OFF=76.7% I C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 291 1559 261 171 775 826 534 795 202 713 947 271 7345 Wid/Ln:ft/# 0/0 36/3 12/1 0/0 24/2 24/2 12/1 36/3 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 39 27 0 34 32 42 26 25 51 33 28 g/C Used: % 0 37 13 0 21 21 57 34 11 58 22 22 SV @E: vph 0 2001 218 0 755 737 910 1909 172 924 807 375 8808 Svc Lvl:LOS D+ F F F B C+ F C+ F D+ F Deg Sat:v/c 0.00 0.93 1.11 0.00 1.25 1.12 0.59 0.42 1.05 0.77 1.17 0.71 0.93 Avg Del:s/v 0.0 43.7110.2 0.0132 .3 98.4 18.3 30.7103.9 22 .9111.6 48.7 68.943. Tot Del:min 0 337 120 0 522 339 41 102 87 68 440 55 2111 r D # Stops:veh 0 443 65 0 236 206 86 153 50 135 236 63 1673 t� Max Que:veh 0 78 20 0 88 61 15 35 14 20 77 14 422 Max Que: ft 0 659 503 0 1108 774 383 294 352 501 976 358 1108 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 2111 1772 1531 1931 7345 Svc Lvl:LOS E+ F D+ E F Deg Sat:v/c 0.95 1.19 0.56 0.96 0.93 Avg Del:s/v 51.9 116.5 36.0 70.0 68.9 Tot Del:min 457 861 230 563 2111 # Stops:veh 508 442 289 434 1673 Max Que:veh 98 149 64 111 422 Max Que: ft 659 1108 383 976 1108 1 RENTON AUTONATION USA 08/21/98 S GRADY WY/RAINIER AVE S 09:54:02 1999 W/ PROJ I SIGNAL94/TEAPAC[Ver 1.21] - Evaluation of Intersection Performance Sq 0 I Phase 1 1 Phase 2 I Phase 3 I Phase 4 I Phase I -, **/** 1 + + + + + A " • + + + + + ++++ /I\ <+ + <+ + +> <++++ I v v A ++++ _ I A A ++++ v North <+ + +> * .+> ++++> +> I **** + + + * + **** + v + + + * + v + G/C=0.100 I G/C=0.200 I G/C=0.125 I G/C=0.208 I G/C=0.233 I I G=; 12.0" I G= 24.0" I G= 15.0" I G= 25.0" I G= 28.0" I I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" I OFF= 0.0% I OFF=13.3% I OFF=36.7% I OFF=52.5% I OFF=76.7% I C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = .13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS N Approach E Approach S Approach W .Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 291 1559 269 176 782 832 547 395 202 713 962 271 7399 Wid/Ln:ft/# 0/0 36/3 12/1 0/0 24/2 24/2 12/1 36/3 12/1 12/1 24/2 12/1 g/C Rqd@C:% 0 39 28 0 34 32 42 26 25 51 34 28 g/C Used: % 0 37 13 0 21 21 57 34 11 58 22 22 SV @E: vph 0 2001 218 0 755 737 910 1909 172 924 807 375 8808 i Svc Lvl:LOS D+ F F F B C+ F C+ F D+ F Deg Sat:v/c 0.00 0.93 1.14 0.00 1.27 1.13 0.60 0.42 1.05 0.77 1.19 0.71 0.94 Avg Del:s/v 0.0 43.7117.6 0.0136.1100.6 18.6 30.7103.9 22 .9116.4 48.7 70.8 �=1134 • ' Tot Del:min 0 337 , 132 0 543 349 42 102 87 68 467 55 2182 i j # Stops:veh 0 443 67 0 239 208 89 153 50 135 240 63 1687(J Max Que:veh 0 78 22 0 91 63 15 35 14 20 81 14 433 Max Que: ft 0 659 554 0 1146 792 392 294 352 501 1023 358 1146 i APPR TOTALS Int i Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 2119 1790 1544 1946 7399 Svc Lvl:LOS E+ F D+ E F Deg Sat:v/c 0.95 1.20 0.56 0.97 0.94 Avg Del:s/v 53.1 119.6 36.0 72 .7 70.8 Tot Del:min 469 892 231 590 2182 # Stops:veh 510 447 292 438 1687 Max Que:veh 100 154 64 115 433 Max Que: ft 659 1146 392 1023 1146 i I HCS : Unsignalized Intersections Release 2 . 1f Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall - Gainesville, FL 32611 -2083 Ph: (904) 392-0378 Streets : (N-S) TALBOT RD S (E-W) D/W Major Street Direction NS ' Length of Time Analyzed 15 (min) Analyst LDH Date of Analysis 8/17/98 Other Information 1999 W/ PROJ Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T . R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 2 < 0 1 2 0 0 0 0 1 0 1 Stop/Yield N N Volumes 660 30 56 429 34 62 PHF 1 1 1 1 1 1 Grade 0 0 0 MC' s (%) SU/RV' s (%) CV' s (%) PCE' s 1 . 1 0 1 . 1 0 1 . 10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap ( tg) Time (tf) Left Turn Major Road 5 . 50 2 . 10 Right Turn Minor Road 5 . 50 2 . 60 Through Traffic Minor Road 6 . 50 3 . 30 Left Turn Minor Road 7 . 00 3 . 40 I - HCS: Unsignalized Intersections Release 2 . 1f Page 2 Worksheet for TWSC Intersection Step 1 : RT from Minor Street WB EB Conflicting Flows : (vph) 345 Potential Capacity : (pcph) 926 ' Movement Capacity: (pcph) 926 Prob. of Queue-Free State: 0 . 93 Step 2 : LT from Major Street SB NB Conflicting Flows : (vph) 690 Potential Capacity: (pcph) 731 Movement Capacity : (pcph) 731 Prob. of Queue-Free State : 0 . 92 Step 4 : LT from Minor Street WB EB Conflicting Flows : (vph) 1160 Potential Capacity: (pcph) 192 Major LT, Minor TH Impedance' Factor: 0 . 92 Adjusted Impedance Factor: 0 . 92 Capacity Adjustment Factor due to Impeding Movements 0 . 92 Movement Capacity: (pcph) 176 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) WB L 37 176 25 . 8 0 . 7 D 11 . 9 WB R 68 926 4 . 2 0 . 1 A • SB L 62 731 5 . 4 0 . 2 B 0 . 6 Intersection Delay = 1 . 1 sec/veh II I • Catty of f�eritc�rl L./Li.J 1 I ner-' 4 LINNY 73. 1r ;' .iiortaticrt Sy5tems Li1iiBion Site Coos : 00000000 t_.ited b1?r:JDrt/CRT Jame IecnriolccieE•, i-x. 0 w/VI I, r, f' '- Start Date: 1t7/23% oard # :D4-I025 PETRA Software ',EJ 1951 ^ ,r';f File 1.D. , iMMCi�C�5P .1, E•ario,:Iut'Y ,. l w 9;y. pope . I CARS/PEDESTRIANS, HEAvY VE111CLEb - T ALBEIT RD S IS 6RADY WY I TALSOT RD S 16 6RADV WY 1 ' Sc utnGUrio I west bound I fic,r't I i ooUnU I E a5t LoUnG 1 I I 1 I Left 1hr•U "ipt Diller- I Left In.'^U Nlrlrt GT•rler• 1 L%iT• 1G^U r;1FL Ot.rer• I Left Thu 11iij`r;t. Doer 1 !=''Gal, i ' 07fa`.3/5;1 --- -- -- - ------._ ...-•----•---• -----•---- 5:lift S 138 6 0 1 56 16 t 1 li I S4 :ic 40 li I 24 161 55 0 1 5;9 ,i 6 121 12 0 1' ;8 205 0 1 60 76 43 2 1 10 147 131 L'I 1 5:k1 IE1 4 153 14 0 1 106 145 1 t'l 1 5.: 65 50 l•I 1 7 143 120 1 1 =24 5i - 5- 1.`2 17: �.'1�1 b 1sJ 14 E1 ; •t ii 5 0 { 56 t:! ,_jai 0 1 11 146 173 b i l008 I''• total 2i 565 46 0 I 362 701 ilc. E1 I 315 330 213 2 1 52 557 523 i 1 3601 v,00 b 1.4 i 0 1 60 132 4 0 1 77 SLR b. @ 1 .j 162 163 0 1 956 6:1 S 14 6 ii 1 93 141 c 0 I 66 57 41 ii I 1S 155 171 0 I 5614 10 13 155 5 0 1 76 117 1 0 1 95 116 73 0 I 4 148 150 0 1 995 1: S 158 13 t0 1 886 1i:5 5 i ; 76 65 46 1 I 16F144 G1'15 0 I 574 l'� 1 3.7 515 15 L ; 1L 22:!, 1 i 45 b.:i 15.- 0 1 3E 3 1c• Total .... bLL JL -' � J46 r: 61 1 1 67 7 t ri 71.E 1 '1.- 7 K 6 4.?b .- 1 '.:.,7 1226 L i TDIAL � avi iL b. 1 i _ aCs�� �:! 1 11 ' C 7 ! 7674 • WANG OK TNT 3I I ___DATE 7 '/ .--- _ . L1t''i of 1!C;itv(, ri a t' tier UF4h'1 i Ir sticrr'tat•iGri Systems Ii1Vasic6 Site Lose : 00(771470000 '1Ited ty:�111iiiCttl Jamar iecrriclooi es. i'.c, Start Irate: 0i;23 3j card it :E14-1029 PET RA Software .,i:) 155,1 File I.U. : IP11.005P r--r.C•Grid.:DRY Perze , 2 CARS/PEDESTRIANS, HEN'? •EmIl:Lt TALBDT RD S t U GRADY t1Y I TIT.UiiT RD S t S i=.r,13LJY w'c i Soutri CicuriG I S38Et Ltc ur.0 I Itior'tniolur,c I L:ast nou.r:C 1 1 1 1 I Left Trr'u i iBrit C1tner• t Left Tnr'LI i iCrit Drier I LEft TFiru Runt C1trer I t_eft ir.ru Kirin; Utner t Tvt•ai f L 1 Lam!98 — — — — 1 hour Analysis By Entire Intersection for tree Peric' ; 15;UU to 1 i:00 on 07/23/5E. eaK start 13:93 I 15:43 1 15:43 1 , 15:45 i Pl ME JJ 617 33 U I JS1 561 15 0 1 2.', ._,s .', 1. . 40 631 T:; 6 i 1 Ert c,'i. 9Ui. _.ti U"• 1, Jii'• :A ..'r. 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I :_' 1 1 1 _•,:_•). 1 I I 3 ;'1 7 I ,-. l ►33aY 4•,%••i I 1.1. .. .. ,._.____.._.__.. r" F :3is�•I:I:I::Ff•rr�'#•iFtt:�C•furltl':i:i:1.1'i}Ti::Ct71::d' 'i' �1b.'11 'TF'tr•F{:T't:TF:fF°'t'tiTi"rr=i•I7`•:n:Fi`r`f:Ft 177i:7'rfF'A: - .4 1 I I i. . 4_t C:• :FE: ,_....i i:!...:,I ` ,';-t '5 1 - 31I I - ,_:':,.'..:1 - 4'1 :1:1: 6.I. 7 1 " 1. 1 ' ..,, I " .i.}aT" tZt TF / 1 i' i I 1 :Fs: :IT • _ 3 . 1 _ I :IT ......_........_....._ .. ..:::i ,-.:::;:::1;:*. ... . ....i.....:. .:..::...i I :Ii' 1 t 1 :k 11 1 1 I :f City of Renton Tr'ar,Exrtaticri Systems Divisicr, Site Cone : 00000000 Ccur,teo by:JDH1DRL Tamar TE'L•'finc onie5. Inc. ��M SLar't Date: 0!'1i1.i8 trd 4 :D4-1I!27JT-0924't P'EETRA Software iC) 1991 File I.D. : TP1C034P Page 1 CARS/PEDESTRIANS, HEAVY VEHICLES RAINIER AV 6 16 6RADY ii ISR-167 !SW GRADY WY I SCi1utntiCiur10 I west nouno I Nar'tnoaurto I East raunn I I I I I . Left ir,ry Rignt• °trier I Left ?rtru Riunt• Dtrler I Left trlr''u Riont Lather I Left irru Fight Llt•riEr I Taal ' ;e 07; 1/9r_, - :00 45 123 56 2 I 127 179 67 2 I 60 149 122 0 I 45 243 176 1 I 1552 :15 57 ..57 I 62 5 I 23C r 165 IS r i I 40 157 125t 1 64 187 113 1 I 1589 15:30 274 60 2 I 172 144 28, 6 I 41 166 - 65 176 6 I191 1 I 1500 ``145 69 269 56 1 1 126 1200 20 1 1 45 195 118 0 ; 65 190 143 D t 1424 r `� 22� 1 6, 608 ,• 4 I 186 65 452 k0 i 239 796 625 3 I 6105 Total LLJ 1223 228 Stil { oil Sr S l.J I 16:111 65 256 64 2 1 1 55 126 34 5 I 35 165 1007 l I 54 212 1500 1 I 1435 :15 56 359 54 2 1 133 122 61 2 I 34 1601 123 0 1 64 2010 130 1 I .1500 ;J7<1 59 261 58 3 I 183 118 63 3 I 41 177 150 0 I 61 162 146 0 I 1455 1 I 23 266 11�' L I 6o 266 122 1 I 1564 16:45 yl 284 39 4 1 145 114 ' 23 553 — - 1 t � rl4 6216 1 r 11 143 766 2 1 247 750 54,_ 3 1 592 - , Total 261 116D 215 11 t 4c�U ,01 1 1y '7r- ii - I 1__2 1q- 315 iS 1 329 1375 1045 2 l 465 1576 1177 6 I 12002i Ii AL{: 486 L�,i��• 44:� 21 i:t:�G :���ii • • • 1- say � _ ( 4 " a City of Renton 'atrler :SLINKY` Transportation Systems Division Site Ccoe . l�1l'10l'1l'1000 Counter; by:JDsi1DRL Jalaar Tecnr;olooie=_., Inc. Start Date: 07/21/98 "-arr1 l :D4-1027/T-0926 PETRA Software 1,C) 291 File I.D. : Tt1CO34P • ' r•f.Conc.:DRY Page : CARS/PEDESTRIANS, HEAVY VEHICLES RAINIER AV S ' 15 GRADY wY ISR-167 1'SW GRADY WY I Saute C'c urtc I West bouno I tksrtn oc'uno I E ast•oourca I I I 1 Left Tnru Ri'erct. Other I Left T;;ru Runt Dtner• I Left Thru Rignt Other I Left Trc'ru Right Utner I Total te 107;21./98 __.____._---_ - _____ Peat: Hour Analysis By Entire In;tersectior, for the Penice: 15:66 to 17:06 on 07;21/98 ' 1K start 15:66 1 15:00 1 15:00 1 15:66 I fume 225 1223 'ca It I 661 662' 1' 4 I 186 6r 7 452 0 I 239 . 796 629 3 I r scent 13% 73% .lye. 17• '1 % '13.7• 1ft 0% I 14% 56% 37% 0 1 H% 48% ' 36% 6% 1 Px total 1686` 1 1407 I 1345 i 1667 I enec.t 15:15 I 15:15 I 15:45 1 .15:66 I lure 57 357 62 5 I 236 165 IS 1 I 45 155 118 0 I 45 243 116 1 I Hi total 431 I 421 I 158 I 465 I --- F .88 I .84 I .54 I .50 I s W 1 g 11t06 1 112 21ff it 1 RA 1 1 i" 1 t5 I'? 11-V,t ;.:.i 1 :1't 4i: I I I If II' 1 1 I 'tt #t • If 1 I I i.3-ft 1t i. 1 .._:......_............. I .... I if - 1.41tt :i:'`: I 1. ^ ::: '31 , ':'5 I 1 ,. 4L40 0 .Ct 1 t# 1 1 1 °it ..7. _. t t- 1 :1 .c34•J 13 f i:'1I:rY W'1; 1 1 3.4 " 1.= 1 6.1•16 6 1 Q:I' '2 I ^ 1'iI::.i-1 .tY ',iE.1-1.1:Ci._r_. 1 ;3; ; 'ca 1 1 :1., 4 0 3 i•Cfl ^ `_•1. I + • 6 2 39 1 1 - E.it 8 i 2„ i_;:'•E. t, '-f+'t,_. 1 E.• ;1 1:_ - ..r=i K'} 1. ,�:.,i.-•a.i. 1 I 1'f;t:E:i t''E:>l:'C_t:� 1'��'1'I l <::�•t:�=i 1 I ' �-�-' IZt r::I t I 1., !. f 1 I 49,::. 22 6,213 1 6 (R f 1D'•r WY • + 11 0If11:il 14 1 :ft tt t41:If±t tt1t1 14 4 .1:1t t.__,.._....._.._ 1 „ 3'4 5 -t-4I0:-it rit 11414ItIt041'14:t 0tt41"41:11147' .I.I. 1 1 1 :4't It t It 6 t• :1 I - 1 7'i I - E::••.. 1 - .rt 1#t - 41 :11 1 , , ........__... 1 4 l'.:„ ..5.1 •... 1 1�=•i: I 1:::%6," 1 4920 CI • • :It 1 I 1 IF i :tr. 1 1 1 `t1' 02 - 11I-1 - U ` U / . " � � ' � - � - ~ ' . 96-161 ( ) FILE ID: 380714K • '1 '214 • TO: STAUBACH RETAIL SERVICES, INC. 6750 LBJ FREEWAY SUITE 1100 DALLAS, TX 75240 • ATTN: CHRIS MAGUIRE, PRES . REF/ESC: NONE SEP 2 kn 717 r, THANK YOU FOR CHOOSING FIRST AMERICAN TITLE us IPS% -- L. a 3UN 2 6 199 L1.1 1 • A ' 1 AI F: it . First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800, Seattle, WA 98121 Phone: (206) 728-0400 or (800) 826-7718 TO: PUGET WESTERN INC. ORDER NO. 380714-5K 19515 NORTHCREEK PKWY, #310 REF: NONE BOTHELL, WA 98011 ATTIC• BOB BOYD Commitment For Title Insurance ISSUED BY First American Title Insurance Company Agreement to Issue Policy FIRST AMERICAN TITLE INSURANCE COMPANY,herein called the Company,for a valuable consideration,hereby commits to issue its policy or policies of title insurance,as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A,upon payment of premiums and charges therefor,all subject to the provisions of Schedule A and B to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by subsequent indorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six(6)months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF,the Company has caused this Commitment to be signed and sealed,to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with its By-laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." 011F. / 1%I First American Title Insurance Company s•N-* .•• • •.• .1 \ o u7. BY PRESIDENT r SEFTEM9ER , BY A7g_12,2„ AiI ••...•NT SECRETARY ��� C.O( r r� ciO• 4 Page 1 ' q f First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800 Seattle, Washington 98121 (206)728-0400 / Fax (206)448-6248 Toll Free 1-800-826-7718 Order No. 380714-5K REF: NONE COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE: (206) 615-3257 COMMERCIAL TITLE OFFICER: KATHERINE I. LEICHT PHONE: (206) 728-7234 COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE: (206) 728-7229 FAX NO.: (206) 448-6248 SCHEDULE A 1. Effective date: May 20, 1998 at 7:30 A.M. 2. Owners proposed insured: AUTOMATION USA CORPORATION, A FLORIDA CORPORATION 3. Policy/policies to be issued: Amount Premium Tax Standard Owner's Coverage TO FOLLOW 4. A fee simple interest in the land described in this commitment is vested, at the Commitment date in: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION, FORMERLY PUGET SOUND POWER AND LIGHT COMPANY 5. The land referred to in this commitment is described in Schedule A-2. 6. ABBREVIATED LEGAL DESCRIPTION: Section 17 Township 23N Range 5E SW Quarter SW Quarter; Section 19 Township 23N Range 5E E Half NE Quarter; Gov't Lot 1 Section 20 Township 23N Range 5E NW Quarter; and Blocks 1-2, WALSWORTH'S 1ST ADD. Vol. 6, P. 23. 7. Tax Account No(s). 972500-0751-06, 172305-9072-03, 192305-9091-08, 202305-9006-09, 202305-9007-08, 202305-9008-07, 202305-9037-02, 202305-9050-04, 202305-9146-00, 202305-9028-03, 915460-0010-00 & 192305-9090-09 Page 2 • , SCHEDULE A2 Order No. 380714-5K DESCRIPTION: PARCEL A: THAT PORTION OF GOVERNMENT LOT 10 IN THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 445.3 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 17; THENCE NORTH 150 FEET; THENCE WEST 57.3 FEET; THENCE NORTH TO THE SOUTHERLY LINE OF SOUTH GRADY WAY; THENCE SOUTHWESTERLY ALONG SAID ROAD TO THE SOUTH LINE OF SAID SOUTHWEST QUARTER; THENCE EAST TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH LINE OF WALSWORTH'S FIRST ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 23, RECORDS OF KING COUNTY, WASHINGTON, AND EASTERLY OF THE EASTERLY LINE OF TALBOT ROAD SOUTH. PARCEL C: THAT PORTION OF GOVERNMENT LOT 10, SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 1, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTH LINE OF SAID GOVERNMENT LOT 1 AT A POINT 528.00 FEET WEST OF THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH 53.00 FEET; (CONTINUED) Page 3 • DESCRIPTION CONT. ORDER NO. 380714 THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 10, A DISTANCE OF 232.46 FEET, MORE OR LESS, TO THE EAST LINE OF A TRACT OF LAND DEEDED TO PUGET SOUND TRACTION, LIGHT AND POWER COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 817107, WHICH LINE IS PARALLEL WITH AND 445.30 FEET EAST OF THE WEST LINE OF SAID SECTIONS 17 AND 20; THENCE SOUTH ALONG SAID EAST LINE 313 FEET, MORE OR Lf"S, TO THE NORTH LINE OF A TRACT OF LAND DEEDED TO RENTON CO- OPERATIVE COAL COMPANY BY DEED RECORDED DECEMBER 26, 1900 UNDER KING COUNTY RECORDING NO. 200930; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE EAST 528.00 FEET OF SAID GOVERNMENT LOT 1; THENCE NORTH ALONG SAID WEST LINE 260 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT PORTION THEREOF LYING WITHIN MAIN AVENUE SOUTH (BENSON ROAD SOUTH) AS DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 2827715. PARCEL D: THAT PORTION OF GOVERNMENT LOTS 1 AND 2, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON LYING WESTERLY AND NORTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING NOS. 5732439 AND 4924770; EXCEPT ANY PORTION THEREOF LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF GOVERNMENT LOT 10, SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 1, SAID SECTION 20, DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTH LIEN OF SAID GOVERNMENT LOT 1 AT A POINT 528.00 FEET WEST OF THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH 53.00 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 10, A DISTANCE OF 232.46 FEET, MORE OR LESS, TO THE EAST LINE OF A TRACT OF LAND DEEDED TO PUGET SOUND TRACTION, LIGHT AND POWER COMPANY BY DEED RECORDED UNDER (CONTINUED) Page 4 • DESCRIPTION CONT. ORDER NO. 380714 KING COUNTY RECORDING NO. 817107, WHICH LINE IS PARALLEL WITH AND 445.30 FEET EAST F THE WEST LINE OF SAID SECTIONS 17 AND 20; THENCE SOUTH ALONG SAID EAST LINE 313 FEET, MORE OR LESS, TO THE NORTH LINE OF A TRACT OF LAND DEEDED TO RENTON CO- OPERATIVE COAL COMPANY BY DEED RECORDED DECEMBER 26, 1908 UNDER KING COUI'.TY RECORDING NO. 200930; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE EAST 528.00 FEET OF SAID GOVERNMENT LOT 1; THENCE NORTH ALONG SAID WEST LINE 260 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; ALSO EXCEPT PORTIONS THEREOF LYING WITHIN BENSON ROAD SOUTH AND SOUTH GRADY WAY; AND EXCEPT PORTION THEREOF LYING EASTERLY OF BENSON ROAD SOUTH. PARCEL E: THOSE PORTIONS OF BLOCKS 1 AND 2, INCLUDING THE UNNUMBERED TRACTS ADJOINING THE LOTS IN BLOCK 1, WALSWORTH'S FIRST ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 23, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHERLY OF SOUTH GRADY WAY AND NORTHEASTERLY OF TALBOT ROAD SOUTH; TOGETHER WITH THOSE PORTIONS OF BURNETT AVENUE SOUTH AND SOUTH 8TH AVENUE VACATED BY CITY OF RENTON ORDINANCE NO. 2850, WHICH ATTACHED THERETO BY OPERATION OF LAW. PARCEL F: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF TALBOT ROAD SOUTH AND LYING NORTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 5754046. (CONTINUED) Page 5 - DESCRIPTION CONT. ORDER NO. .30714 PARCEL G: THAT PORTION OF GOVERNMENT LOT 1, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WESTERLY AND NORTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING NUMBERS 5732439 AND.4924770; EXCEPT PORTION THEREOF LYING WESTERLY OF THE EASTERLY MARGIN OF BENSON ROAD SOUTH; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE FOLLOWING: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF THE JOHN F. BENSON COUNTY ROAD (BENSON ROAD SOUTH) WHICH IS SOUTH 25°44'34" EAST 934.11 FEET FROM THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 1; THENCE SOUTH 0°38' WEST 369.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0°38' WEST 109.14 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH 88°55' WEST 183.03 FEET TO THE EASTERLY MARGIN OF SAID JOHN F. BENSON COUNTY ROAD; THENCE NORTHEASTERLY ALONG SAID ROAD, 113.23 FEET; THENCE NORTH 88°55' EAST 157.24 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Page 6 • SCHEDULE B - SECTION 1 Requirements The following requirements trust be met: 1. Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. 2. Proper instrument(s)creating the estate or interest to be insured must be executed and duly filed for record. Conditions and Stipulations 1. The term "mortgage",when used herein,shall include deed of trust,trust deed,or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect,lien, encumbrance,adverse claim or other matter affecting the estate, interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company,or if the Company otherwise acquires actual knowledge of any such defect,lien, encumbrance,adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly,but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith(a)to comply with the requirements hereof,or(b)to eliminate exceptions shown in Schedule B,or(c)to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions,exclusion from coverage,and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage,whether or not based on negligence,and which arises out of the status of the title to the estate,interest or the lien of the insured mortgage covered hereby or any action asserting such claim,shall be restricted to the provisions and Conditions and Stipulations of this Commitment. NOTE: Effective January 1, 1997,and pursuant to amendment of Washington State statutes relating to standardization of recorded documents,the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top,sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 1/2"by 14". No attachments on pages such as stapled or taped notary seals;pressure seals must be smudged. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: Title or titles of document.If assignment or reconveyance reference to Auditor's File Number of subject deed of trust. Names of grantor(s)and grantee(s)with reference to additional names on following page(s),if any. Abbreviated legal description(lot, block,plat name or section,township,range and quarter section of quarter section for unplatted). Assessor's Tax Parcel Number(s). Return address,which may appear in the upper left hand 3" top Margin. Page 7 • • SCHEDULE B - SECTION 2 General Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easements or encumbr-.ices which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (a) Unpatented mining claims; (b) Reservations or exceptions in patents or in acts authorizing the issuance thereof; (c) Water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records; (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate, interest or mortgages thereon covered by this commitment. Page 8 • SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS Order No. 380714-5K 1. LIEN OF ANY REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID PROPERTY IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF RENTON IS 1.78% ACCORDING TO THE LATEST PUBLIC NOTICE ISSUED BY THE KING COUNTY RECORDS SECTION. LEVY CODE: 2110 2. GENERAL TAXES FOR THE YEAR 1998 IN THE AMOUNT OF $134,537.91 OF WHICH $67,268.96 HAS BEEN PAID, ON OPERATING PROPERTYOF PUGET SOUND ENERGY/ELECTRIC WHICH INCLUDES OTHER PROPERTY, CARRIED UNDER THE ACCOUNT NO. 972500-0751-06. A. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $270,800.00 ASSESSED VALUE OF IMPROVEMENTS: $874,100.00 TAX ACCOUNT NO.: 172305-9072-03 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS PARCEL A) B. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $358,300.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 192305-9091-08 (CONTINUED) Page 9 t Order No. 380714-5K CHARGES BILLED PAID UNPAID DRAINAGE DIST $ 30.14 30.14 NONE CONSERVATION $ 5.00 5.00 NONE (AFFECTS PARCEL B) C. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $353,600.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 202305-9006-09 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS PARCEL C) D. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $1,270,600.00 ASSESSED VALUE OF IMPROVEMENTS: $1,278,700.00 TAX ACCOUNT NO.: 202305-9007-08 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS A PORTION OF PARCELS D AND G) E. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $490,000.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 262305-9008-07 (CONTINUED) Page 10 • Order No. 380714-5K CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS A PORTION OF PARCEL D) F. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $51,600.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 202305-9037-02 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.03 5.00 NONE (AFFECTS A PORTION OF PARCEL D) G. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $44,000.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 202305-9050-04 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS A PORTION OF PARCELS D AND G AND OTHER PROPERTY) H. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $6,100.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 202305-9146-00 (CONTINUED) Page 11 • Order No. 380714-5K CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS A PORTION OF PARCEL G) I. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $13,700.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 202305-9028-03 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS THE REMAINDER OF PARCEL G) J. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $569,100.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 915460-0010-00 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS PARCEL E) K. SPECIAL CHARGES FOR A PORTION OF THE PROPERTY HEREIN DESCRIBED, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $301,700.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 192303-9090-09 CHARGES BILLED PAID UNPAID CONSERVATION $ 5.00 5.00 NONE (AFFECTS PARCEL F AND OTHER PROPERTY) (CONTINUED) Page 12 • Order No. 380714-5K 3. MORTGAGE, UPON AND SUBJECT TO ALL OF THE PROVISIONS THEREIN CONTAINED, TO SECURE THE PAYMENT OF A BOND ISSUE OF $12,501,000.00; AND ALL SUPPLEMENTAL INDENTURES RELATING THERETO: DATED: JUNE 2, 1924 RECORDED: JUNE 28, 1924 RECORDING NO.: 1887814 VOLUME: 894 OF MORTGAGES, PAGE 338 MORTGAGOR: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION MORTGAGEE: OLD COLONY TRUST COMPANY, A MASSACHUSETTS CORPORATION OF BOSTON SAID MORTGAGE COVERS ALL ROAD AND PERSONAL PROPERTY, RIGHTS, PRIVILEGES, EASEMENTS LICENSES AND FRANCHISES AND ALL OTHER PROPERTY OF EVERY NATURE WHATSOEVER OWNED OR HEREAFTER ACQUIRED BY FIRST PARTY AND MORTGAGES SUPPLEMENTAL THERETO. 4. TRUST DEED, UPON AND SUBJECT TO ALL OF THE PROVISIONS THEREIN CONTAINED TO SECURE PAYMENT OF AN ISSUE OF BONDS IN THE SUM OF $36,500,000.00; AND ALL SUPPLEMENTAL INDENTURES RELATING THERETO: DATED: DECEMBER 1, 1942 RECORDED: APRIL 12, 1943 RECORDING NO.: 3302705 VOLUME: 1857 OF MORTGAGES, PAGE 73 MORTGAGOR: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION MORTGAGEE: SEATTLE FIRST NATIONAL BANK OF SEATTLE, AS CO-TRUSTEES, AND OLD COLONY TRUST COMPANY, A MASSACHUSETTS CORPORATION OF BOSTON, AS TRUSTEE NOTE: SAID TRUST DEED COVERS CERTAIN PROPERTY, AND ANY OTHER PROPERTY THEREAFTER ACQUIRED THAT SHALL BE BECOME SUBJECT TO THE ORIGINAL MORTGAGE OR DEED OF TRUST AND MORTGAGES SUPPLEMENTAL THERETO. (CONTINUED) Page 13 • Order No. 380714-5K ASSIGNED TO AND NOW HELD OF RECORD BY: OLD COLONY TRUST COMPANY RECORDING NO.: 3518774 5. MORTGAGE, UPON AND SUBJECT TO ALL OF THE PROVISIONS THEREIN CONTAINED, TO SECURE THE PAYMENT OF A BOND ISSUE OF $20,000,000.00; AND ALL SUPPLEMENTAL INDENTURE RELATING THERETO: DATED: FEBRUARY 1, 1969 RECORDED: FEBRUARY 3, 1969 RECORDING NO.: 6465843 VOLUME: 5801 OF MORTGAGES, PAGE 149 MORTGAGOR: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION MORTGAGEE: OLD COLONY TRUST COMPANY, A MASSACHUSETTS CORPORATION OF BOSTON 6. EVIDENCE MUST BE SUBMITTED PRIOR TO CLOSING OF THE AUTHORITY OF THE OFFICERS, IF OTHER THAN ROBERT B. BOYD AS PRESIDENT AND GUST M. ERIKSON AS VICE-PRESIDENT OF PUGET WESTERN, INC., TO EXECUTE THE FORTHCOMING INSTRUMENT. 7. UNRECORDED LEASEHOLDS, IF ANY. 8. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXCEPTIONS CONTAINED IN INSTRUMENT: FROM: PHILO D. HAMLIN ET AL . RECORDED: DULY 16, 1908 RECORDING NO.: 559503 AND 559504 A COPY OF WHICH IS HERETO ATTACHED. 9. EASEMENT FOR THE RIGHT TO MAKE SLOPES FOR CUTS AND FILLS ALONG THE STREET MARGIN OF SAID PREMISES ABUTTING J.F. BENSON ROAD REVISION, AS GRANTED BY DEED RECORDED UNDER RECORDING NO. 2827715. (CONTINUED) Page 14 • • Order No. 380714-5K 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: MAY 21, 1957 RECORDING NO.: 4799089 FOR: PRIVATE ROAD AFFECTS: EAST PORTION OF PARCEL A 11. COVENANTS TO BEAR COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF A DRIVEWAY AMONG THE COMMON USERS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED MAY 21, 1957 UNDER RECORDING NO. 4799090. 12. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY INSTRUMENT: RECORDED: JULY 23, 1958 RECORDING NO.: 4924770 IN FAVOR OF: THE STATE OF WASHINGTON (AFFECTS PARCELS D•AND G) 13. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY INSTRUMENT: RECORDED: MAY 6, 1964 RECORDING NO.: 5732439 IN FAVOR OF: THE STATE OF WASHINGTON (AFFECTS PARCELS D AND G) 14. CONDEMNATION OF ACCESS TO STATE HIGHWAY AND RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PARCELS B, E AND F AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 761065. 15. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY INSTRUMENT: (CONTINUED) Page 15 Order No. 380714-5K RECORDED: JUNE 26, 1964 RECORDING NO.: 5754046 IN FAVOR OF: THE STATE OF WASHINGTON (AFFECTS PARCEL F) 16. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: MAY 17, 1972 'RECORDING NO.: 7205170497 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE FOR: A MANHOLE VAULT, TOGETHER WITH COMMUNICATIONS LINES ENCLOSED WITHIN A CONCRETE CONDUIT SYSTEM AFFECTS: A NORTHWESTERLY PORTION OF PARCEL B Special Notes: • EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST THE NAME(S) OF AUTOMATION USA CORPORATION, A FLORIDA CORPORATION, THE PROPOSED INSURED(S), ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. NOTES: A. ,A fee will be charged upon the cancellation of this commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. B. An abbreviated legal description is required by the County Auditor if the full legal description IS NOT contained on the first page of all documents to be recorded. cc: FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL DIVISION 2101 FOURTH AVENUE, FLOOR 7 SEATTLE, WA 98121 ATTN: CATHRIN WEIS (CONTINUED) Page 16 Order No. 380714-5K cc: AUTOMATION USA CORPORATION 110 SE 6TH STREET, 20TH FL FORT LAUDERDALE, FL 33301 ATTN: REAL ESTATE/LEGAL cc: STAUBACH RETAIL SERVICES, INC. 6750 LBJ FREEWAY SUITE 1100 DALLAS, TX 75240 ATTN: CHRIS MAGUIRE, PRES. cc: PERKINS COIE ONE BELLEVUE CENTER 411 108TH AVENUE NE, #1800 BELLEVUE, WA 98004 ATTN: R. GERALD LUTZ cc: JENKENS & GILCHRIST 1445 ROSS AVENUE, SUITE 3200 DALLAS, TX 75202-2799 ATTN: THOMAS L. BLOODWITH, ESQ. cc: FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL DIVISION 2101 FOURTH AVENUE, FLOOR 7 SEATTLE, WA 98121 ATTN: MELISSA WOLFE cc: REPUBLIC TITLE OF TEXAS 300 CRESCENT COURT SUITE 100 DALLAS, TX 75201 ATTN: MS. ANN GARZA Page 17 • • f ORDER NO. 38r 7 'G}" Nana SUBDIVISION RCDG NO./VOL & PG. This Sketch is furnished as a courtesy only by First American TWNSHP RNG S Title Insurance Company and it is NOT a part of any tide N commitment or policy of tide insurance. This sketch is furnished solely for the purpose of assisting in ....., locating the premises and does not purport to show all highways, w : eb. E roads,or easements affecting the property. No reliance should be placed upon this sketch for the location or dimensions of the `property and no liability is assumed for the correctness thereof. s ;, • .,,,,i, ,,,2..:16" '':," 1 y iR b . • 1 ;;:2 ' LieN '�.ia Ai• - w 5' 02.= i 1' _L.:0j :ri,'I iir ,„.....„-7,,4, Ai . - 1 • Q i ,�4:.� I : . i • • t ••I ..640. , ate.:;..� � LOT 1 ' + Iy • ' ti%s ,.,.t >j //71. im". • , / ,. .. •,• : O'— S P a L C• .. `� -»y . % 1 • r, i'r1 �Q w t SwgF FIETIlkIrk \\ •'' •j• CJ•',y ,•i 1 11 I LOT 2 0 ', i.21 'e � Q .x •.A.i -c, • —_ i Q . T • ` ti• ` - , SQL. �, .• _ . - • 9Off\ d° -�.v.. r �, • i • g ,..':,:fr...::: AllEnimill \e, o sq./ le' 0 r Loriei I �� V : �C 0 �1 I O" '`" 1 ri .. ....• < ''......, \��, ._ I u� i7- 1 .q e�co e[ Cvtr •oI off" , • .. LOT I I ' o • 1 ,, _. _ _ _ ._ '�- i LWC .IwO.2" • • '',iio',�_1- •-' -.I •Q T Farm No.1755 Commitment,Conditions and oc.oulations COMMITMENT Conditions and Stipulations 1. The term"mortgage," when used herein, shall include deed "f trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien,encumbrance,adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. ' ' 3. Liability of the Comoanv under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss • incurred in reliance hereon in undertaking in good faith.(a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. 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'' • HI -•-•• ' • 1 i . • I . 1 t.:....,,;. .. . QUIT-CLAIM DEED l • .:. i:- .• , ., t.7..te.i, . - _. . - .. , • ••'; • :.7•;•-*• ' FULP•••"-i SLAM: FV•11:•.:1 & LaillT Clr....Ti,:iY. a lissaschusetts corporation. - . ... •.1 !,. 1,; • . its grantor honest .; I• I • . ...• . • .-..--.... . . . ...,.. - . . . •I.i; t. •I •••• • 7. ' • •• - LI..Itt I : .... 011-:'1•.7.7-' - . . . il' .I' • ' • ... ..,.., or • -EITITMETIilion of..0110::r_7.- 7 - .......- - - - -..7...7.7. - ------..--L-;-- ---- ----t-• •••••"' - 14. :!-- • !I•• , °I. ___ • ••• • •,,.. •'.:-• -- - • - • -• • 7..i--zad use of lieli.fit. In ;wenn.TO It 1 . 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' • ... . - _.-. . . . . . -••• ..- •7 - - II .. i I• • • ' TE OF WASHINGION . } • : :•• - i••1 ;. l'• . ...ss._ . .; • •4 .: I • P It : Li. ,„..! -;*.• ; V.Ii..1 :11 I •''. -.:_lun lir.! v: - • • :_ .-- m Situ.trifie tiate aiiVaihtnr., .:-7-comiii:ii,ii,le.l.rin.!\worn,per....Itlly eater, .. _ ._ ......::::::. 77-71 • -!Nil••.1,1,L II ..,, --•'• . - -.... •• • —• - • . , , .____....._- - -- - _ _. ttawn to be the indiriduaL.. [I - ...j . . . ' 1 1 •.: 1: 1 . ' ' described in and.,... .: e......ated the within instrtnuoi. 1,1 . •wledliest to me plat _- .. sealed he lime_ Inv . . .fn-e and valunter• and,Is•ml .0 it'Imes and purposes therein mentioned. :' ' • • .. .1 . , , •1!•\''. t . I ..-... . . • Witness at).hand and articled s le day end yearlin.t al,..ve.writteu. - -• ••• . ' .•:„. !il I. . !,. T..it . . ••• - . . .. .• . . . . . . .,., . • ;, . ' • • • . st...,...,,I. :in and(sir the Stale at Washington,residing at........; • - :•. 1!, 1 'tt,, I , . •t; ..• . .. ' . . .1.11!':' ' ' II.: • ., .. .. '...41: , 41;ii . •'. II, - 1 II .. ... . . 3TA CS OF ILLIMINOTON• ' . . • . i . . ' - . .. . .. . .. • . . •i : . • CCArt•P-OP. ...„....,...--,..XI VD - )• • . '• : i. -. •it 7,1 I.-the under/Agnes'. a Itotar-TIII•ublic in and for the State of Waahinr,ton: i•i 1 :...' . ..• _ do nereby certify that on this -}44 day or t-C2s.s.';;Cs•- . 1934, personally tjtp.ared '. . • ...-.• ;t''. ,111 . „......4 .• ,...,..y , • .. . .• .111 :'. Pill ..- before me ,/•7`..1.. .7.7 - ' and 1-4-4,-.i..e.: ..1.-at t.e_ to me icnovrn - .. t• . • ,to be the Vice President and A3 i a tant ::oc re,ti.ry respectively of the corportttion.that:. It• i il : ., - •... ,!.r.. ••,„ i t -1 . 67..^rutod the within instrument end acIrnow,ledged amid instru.a.elit to be the free and .. ','• e. I:I: 1 i •1 • _ $(71•144-:.0-44-1f.0••••••"4-421•••••••'147-41-1-11.0 ht2.-44-s-,.. ..4-"0-••• ••••-••tcol•-:'.. . • . • Ohl ',1. I ' voluntary act and dead of said corporation d on ath s tasted thi et effigy'were authorised. '1_01 11)1 1 I V 11 . - Q. .A :*-ti i .- i .. . to. execute said lna e ant.-and•the.t--tin-se I*.affixed is•Ulf. cor'aro"a set..1 of held •:. I•,I• • i!' ' .I .- _ _ _ _ .-1.1/13 i t . corpratioc. .. . : .• ! 1 *-1 . . . r... .• ill I c detst ..14„,_=__hancLandLottieital--seal-the'any ani:Tail' . ._ . . , n• ". . ___ Irrit t en. - •- •••• - • . .. . _ • - - `4.'411! ..1 - .i . .; ... t..1 I. ;!I:' • _ • • ..4: • "L • •:....41 „,,•: • I;.;• ; i• ' r-- A- ' • • _ ..f. :1-71.': 11 ; ;•- • -----•Notary Public i.riunds,Cdrthe pt,,tt of. : : .. .. .__,................. ..._____ • • . . .._.. ..--•-.. .• .• . . .•• . - - - . •. ... _ • . "Itashincton. rcsidin,-, it„..,,P.,isbtle.; ;•::I .1! . . „ ,• ...•,-, • •• ,.• -• • .• .. . : •I: l'''t1 I ' !. • - 0 . .. . • i•.'::'!Ell'. 7.: -• - - _ .... --. . .. • '.1 Y '1K . PI ''.. ..I. • ';:i.lii,.. 1 •..; .. ." W I. - • • . . * 1 d 1 1. • • cy ;s1 .. .—0. 11 '''. 4 • i .•i", : . • g . ::4 RE COlif.`.ED • lt.1 .1, . :V,- -' •... -"''---'•A vat ,_...OF • .• •"' -17.; n ., !" ----rl"ACE..... _ _ l.:12EST OF . ... .;...;,, . - -7.-;4.• 11 r. -a ''• .--..- • i. .. ,_2- . . • - r.... : 6 ... . 1.1. i I: . • • • < ---.. - -7 : • ...j 1.....:—.--,..---1: 0 _..1 .P . - . . . .. 1 i 0 D. i T934 t:CV 5 r.1 12 25 - .IA • :411; 1 • , :111.1.- I • pAs ' . . . . .i . 'I' ' • •.' ..11 lit : .-' •• . -.....' I- '''. :•,i . . 1— "' • . : ii.i - . ._ ...1 C.._!013CE A.G ;'„AUDITOR KING.COUNT f.1.ASH. 111, .1 r 1 r''. - I . • OrPUrf _ . _ . . . .•••••. _... - - —......;.;.. — V. 14 , Alt • - il;Rog -.. - ..• 2 TI•4:' • "silk b Prl;421 •-• ..4rill R‘; I. • 11§-k- L...4.-.„',..,•:. :'.....-'4•-•:::•r-').---Z. I:4;:x% -• - - -. . . . •. •.-: ••_: .. ..... _.,:?,...1.,/r.a 11,0 i.: -•,i.1 - .C. . . . --- I-t.s.' . r ,i.:;i•••., 23t; ', . . . - , • . - - 1 1: • -• .‘ ' . . . ..,-. . . . . —....., . . . r • • 1 -.• .. •v� '•� , •. • -,!,.:,• -•._ .,. ..j � ' C� a ' � :✓ a .�:. } • %13sSU eaa115 • ma=FOX MVOS ISO ;... �gr,�a.l a 1752, by �Aida gad missed Into t><ss 1�(Gb"� ;.'... Mg t Ural' LIB! 001117�T, • �eeashme rtts Oerpars • DWI Datwrs - aOdZD �� wllal •Ormsa re, and a Yam• hernia sailed eprsaieiea, >IITII • 3ISI s Op to It That fur anti la iaerstiea ef the ems of iseall-ri.w Dollarsyl w25• ) . Grantor s.r+b aastalais is hand paid, reeelpt of di lea Sa laralf aelssdsdgad, ` � ._ the right to oometr i, maLataia aa& ,r •• . \i.e \wire amd assigns, �✓ . unto the crept«. - wilth•&lose wad over Vita fullewi _ :�..• operate a private coed 20 feet !� of Liu state or 9ashiasten, 1 jT. _ . .• lead situated ,teti la the County "e`•,,Q s� y, laaterl7 20 feet of the reetorf ass foot of he 1• �' �r Soatherl7 150 feet of �} of _ r _ `. . Township 23 North, haste 5 Isat, T.Y. el oa the follvwisi terms anti aosditioaet ' 1•h1s eaee Asa, only• 1, The said roe! shall 1. used b the Orsatae, his Deism . _. Grantee, as a grans of spews In oopyetioa with other laal sr rights o+taia+d .. ie highwa7 t• tL ed�aaept treat of land :`. ' • •- available )mil - •- . . from Grady ley or say ether so -•� a *enema end esaea' yadwts ghat, tad only . upon eh10\ • Otasta. 1s Oparetiad -- saet or a similar industrial Darpos ' long u it shall D• Deed foe '' his Dears and amalgam, that a satfleisat Pate or other Derrieade rill • � - for Diaself, :!: p goes to prevent the public at large from at all bass be aalatalaed at Besse using the rodaq herela granted as a thorn rs acroae the jaopert7 of this .raptor, its successors and assigns. ;: � e to save gad Doll hssal wa the Grantor, its eaeoeswrs • ....•.- 2. The Graatw agree " .' - .. arise out of or D. due so the ezer- •- all loss or damage 'stitch may and asel�e, fsoa is Lre11 granted and - • :•: or assigns, of any of the r igh else by the araatee, \is Lira • nr any such olds aeJ be made. . frog all olalaa therefor by whomsoever t to :'•�• its ■ooasesors and assigns, the righ n' •r•'• 'ha Grantor raserns to itself, .,. - `•"" ~ `' use said laid for its Dee purposes In any way not Inconsistent with the exercise by ter..: •.• _-•. herein granted. ��. • the Grantee of the rightsc. : •: ;;-.:' 4. • rim rights LraDT granted shall oontlsas and be is force until such time e. Dig hairs or assigns, shall pe rsaasaLl.7 abandon the use of Bald u tha Oraatee. . ' row d, at whl eD time all rights harels Lraated shall terminate. ;•''.. Deo-els isposad rpm or assumed b7 the Grantee ..... and oonditiens - • - 5• � All the terra of the hairs or asel�e . L.' •• shall ha dammed laposel apca gad assumed by each and everyone • • •�'�. • of the Grantee. • d/ • , ar. t y �'• 1 .• , • - te ............ � . r • • v -: -: . � *' ' • -,'• • :-: • . a_te a -. f• •. .tom . 1 .7cMrc0+¢7+Td Lt.- '7.i't J�- 'c . _ o - c r a t-!� r •f � 1 i , .--i'..i!r'.yfi `•., titer- r • • , tailua� se osmium, a •e � i!a Ma era _ E oder this groat. f41I....._'�ia0 4. . of , 1. If the Grantee, kis visa • aM 6iWt W or aeronauts herst* eentaisel le M t>tsas tin. brastsr Mall hare the lea thirty right to oneel this sgssearat a (JO) amps ileitis aotiee sal sslala cp • �e ;.. •. , , trim•am Mete =*seise of the ?Wets er r the Oeaatee, its kites sr soaps, pritiL�as bassi* crashed. -..-- :�•- `: 1 4. saasel tkin iartavn+t to fe saoatel oac -t. y1'ti•�!3 C t t�.`"aass•� r Y= fit» Ada asthozissl auk its bryarate seal its baba)! by M arvr''s�ttiet.�s•at i 1 ff"'-'r� '11 sMls rittsa. 4o 11 ti • TX11 ! BODED M1DDt ! LIB Q AXT -'• Att .' ••• ?grating • .�• F ^-•"-"-7••• . ate A.7ospted sub jrot to ebo•• londltto:sa IA An 4rf Q/ • w 9T__ _ 1� 07 1�1O1'Or ) se COIN!T O7 ED0 ) i. .'+': a *red A. L. POLLARD, to as know to ha the Operating i. On this +0 d of / 'E !/RlQ 1_.—, 1752. Defbrs II. peraoaa117 tins Manager and IULfZit S. Z./GEARS, to • rae mom to be the Assistant geeretarr► of PO�f 8012sD P0� & LIr3ffi COt�A]R, the corporation that executed the with* and. foratoiag iastroaeat, and each aclmoalsd6ed the said iastrusaat to be the fret and role ant and dead of said corporation, %:'-'.r, for'the uses and parpose s tharsia asntiosedr scd each on oath stated that b• was t].._ r: authorised to execute said iastrrratr and that the seal affixed is the oorporate sail of said corporstica. 1. 1E6207, I lava bar'to s et s7 hand and affixed a7 official coal r tho.Y % jl *Dore written.. J'• • ; , -� s: • • •(f. :574.,. x._„, Il : i* and far the State ` of at Seattle _.i�:�v.: >Tuhisr:tea. resillaa M Iii 14 i9r7r /,.1' �"� hl.d tor .cor� 1� C�. a egtmod a•r — RPM(A.MOUIS.Count A�•Or S• • • • .. a a. - •w :..`.:- w. -r •`.. - e ; • ?- This Agreement, made and entered into this /1)11 day of .larch, 1952, b) and between John letetrtsal and Annie leternel, 1 nis wife, hereinafter sailed the first party, and Archie P. Meade. hereinafter called second par-7s ritneeaeth 1 whereas the first party is the owner of the foll•.- ing } described property; The.. portion of Government lot 10, Sec. 17, Tr . 23 r1o^t , range 5 E.W.P. described am follow! Beginning at a point 468.4 feet north and 55e.4s feet seat of the southwest corner:easai17 government lot 10; Canes south 100 feet) ,7jisouth 96.1 feet to the southwest corner �tucon- veyed to Ale: Ialvaltla by deed recorded file No. 629887, records of said county; thence wart 1.10 feet; thence south 85 feet; thence east 13.71 feet; • thence south 18.2 feet, more or less, to the north lire • of the tract described in the deed ttootik°recykolds,of said recorded under auditor's file No. 5 68802,county; thence west 36 feet; thence southwesterly 117.6 • feet to laid Ruklic's northwest corner; thence wart 57.3 feet; thanes north 200 feet, more or loaf, to to southerly line of the interurban right of way; Ln.'nce along said right of way line north 44 d.k. 5 east 150 - . . feet, more or less, to a point went of the point of beginning; thence east 75 feet' more or thereof leseondeeined In 'sing point of beginning, EXCYPT portion as• County Superior Court Cause paaond�d by Ordinance lay, 51 =o- . -. vided by Ordinance No. 960, the pity of Renton• J oral the second party deeir.s to use a portion of the ^reperty belonrtng to first party as a driveway to provide access t'award s, property owned by first party, now, therefore, • In Consideration of the Premises it t Agreed betwoen t`e Parties hereto as follows: 1. That first party grants, in consideration of the pay- Went of 200.00 by second party, receipt for which is hereby e • acknowledged, to second party an easement over and along a certain roadway situated in the westerly portion of the propo:tT of -the first party more particularly described as follows! em-J To;+iship That portion of Government Lot 10, Section 17, - 23 North, Range 5 East ti1.M. described as follows! Beginning at a point 468.1a0 feet north and 558.46 feet -1- • �f .aid derernn 'nt Let 10; them of tut .100bfeet stria, *sat 17 feet! thanes mouth 94.10t .oath 100 feet is of tree •a■s.yed to - Lisa stet to the . a Auditor's Tile fie. . . A29 7, resorts a Vlabin(twe; thaa.e wit 1.10af. ; t e! sti foot; tom.• east 13.71 feet; than teso; th .• .f .r last, t• the north line thecae south 18.20 feet, .� .. . . . of the trsat d,Msibel 1n the deed ,i�ordli., id _ !iill. corded under .uditors rile So. $ southwesterly 117.60.etd county) thens west 36 feet; theme eon 7 northwest somas; thence west 37.30 .! feet to said r$eRuklpo sofinning; theme west 20.00 �� feet to the true point of •• feet: th•no• north to the southerly liof l�entondin ling as the MSG was Court Ca b'7use go. City 291626; thence northeast- county alonglon saic. ;lout southerly line of Orsdy Y to an erly,nteio snit sa l y�llel with and 20 feet east intersection with a line T• course .:f Jr- a •oeq� of (measured at right angles) the pr sold parallel line ' this description: thence south, along _ to the true point of beginning. . with !till ingress and •gr•sc over the same, with full and free • _ • _ his servants, tenants, business visitors, and -.� -•.e right for him, .•-_ '• license", in common with all others having the like r1r[TC at •' ass along maid roadway and all times hereafter to peas and rep - • easement. • •■ _ purposes only • 2. The easement granted herein is for road p p • and does not reetriit the right of the first party to install - . • utility lines, etc., including sewer lines, on said property • covered by the easement. ,. .� }. First party is not to be held rosponaibl• for any -.t. mu accidents which may occur on said easement right of way re- • sultinz in damage to persons or property. _ • 4. Second party aco•pts the us• of the roadway granted k- . herein in its present condition and agrees at his expense to properly maintain same, improve the mane if necessary for his purposes, and to oil the sate• •t him erp•nme fray time to tine __ - if reasonably necessary. "' '":• 5. The easement granted herein sh-ell be • continuing • lo, easement and run with the land but shall be subject to cancel-- -2- _ . •.:• - • . ... . . mf.m.• •••••01110m......A.........a.011011114111iMme --,•••• ... ' . . — - -.— ' ' .'r'..:.•-•:..••••'"..........:,:',...:7.-....-•'.:,A.1-. ... ....-. !,.,:,..:., .. .. .:'-.-.r..--...7..1'.--•.'"'''..:..'- '•'. .. 7: •:.......-....--..,'- •1:.:.... .. ,.. 1 ''' ' • '•: -.7:.•i:- -` • --••.:- '''.•-•.', :7- . -!-t 1;.i ..'::.'•: ...::•--:'.-'•' • •%;..-..• :.,,•••,.•.',..1 :,.:'.::•.•-••".••• •-:-.:••7''..- .''.P.t-••• . -,;...-'.......1•:1'7 t ••:......,,,-...c:,•::.: -..,,,-- •;-‘,.-..•C:.•:..•-.1.;.:.:-' ......,:-.--....,.•.•....! *.. ....::7...',--..";:•-;:,:-....i.;0.1!;•;...n:. r..1-L:r.:1.1:1;,•10 '--,'-- •': l' :'"'.;:.....-7'. ,. '',.••••,.:.!•••':-;: ;I:-t-4•44,:•,1,`„::,--i::,...•'..-••!.-t.:::-•.•, . ....-:•••. •,•-•-•-..,••..-:,s- I •• :..... :2.,..;.... ••.:.r•'..7'.."•?. 7....,''.1:."" A if A 9.....4......• •.:..:• _ ..... .. . . . . ;,:. _,....,..,.7....„,...„....-:::.......,..:,_,:-.....;.:-..;= -:,...;;-:61-:: ,7..$‘.,:.. in.*, tri•I' -.... . . - ... t;:.,;.,.,.k. •• ..r.....T• -,k.-1;-_-..-f.t.:.;,-;,...t•-?-;,••!.:.-,• ••:7.•,:.:.:,-;-:". .:"....,,!-ci•;.•;.4.. . • *• -. . .....•-vet..„„trri.,r..,:...-.F.r'4.J.ii i...:•.:;.•.:r7.•.:,,...>•:,4..e.44•4•.; il,ir-•;:! • •• ; • • •• •• •..; .• ,:•• ill.;..---4.14---7.-:',1.7.1•:.-...".,..-4-:•,;...,..-:.--,17,----:?..vd:•.:,-..-' 7. • _7/ " C.'• :4 . WI ..,.. 111 ......,,:lei".7,7,4:lc:J.,...2::;!..-.it..:.,..;:-..,-;I::r"17;;:':::?:-,•.e--"•if•• V', i' . , - , i 7-------'.--0, - ''-•-'.',.......'iri•'P.A.-• .J.:...../...1.... .4,-,,o, .,. \ ..•-...‘ •-. . .:!...::.--"• v...4,,, ,,-,A...:...,-ik,;.y.t.,... •-• . : ...• t;''-! i '''3; .:71--777:4°.:-'7.4.. -` :11 :i. -' - .--), ' ....e-2e / I i ...-'. .4 . . . .: . • '-.'..... . . • • e', * ' ;.'• ''•I' . ..;„..,..,:.•.;.:'74-.'. . .. A; 1 ._ .. • ..., i--- .....(..i:....: • ... ..i }.„. . ..,;,..,-,$ -.. •_. ‘,.., , . ..., I.,. .,) I K.• •• *lb 0 MO•I . • -7 k,I stigma try first partp OS'.1. ,., . ...z... .. ' • (a) Usa .r vz• siiiffilliirodsee lig 60.004! perty far etitfillEOPP•fe 0. . • • i . • • - =SCUM i In duplisate if la of *ash, 192 5 . . . •• ;- ,, ..., . .. , . . . .. I ' 4 44s.6 iriii-,1-,.-e . ..- First Party _. •. • ' ... _ - - • . . . . . . . • ,C2. -4.- - I 2-;-••-"—^j7 1 . - . . • . . ...,-;,,.. Second Party . , . woo- - :.. ,• • • , pn _p_0( 16ccoich 9441:144 04 . . .. 5S -...... . . COUNTY OF XING ) • . ... .-- . On this day personally pppecrod before me John Pisternel i 7 -,. , e and Annie Peternel, hts, wife, to me known to be the individuals -.:--- described in and who executed the within and foregoing instrument, . • and aclenawledgcd that they sigxed the same as their free and - voluntary act and deed, for the uses and purposed therein mentioned. • ii: )4 . .... .. ..... GIVEN under ?el/ hand and official seal this /7 — day or .. . March, 1952. ..... . . . .. . • •. Rota Public in an for the 13 ate . . ' L__.• :f!;":7'..I./ of Washington, residing at Renton ... ' I i ,:;,...,. -...; • _ r . -,.:i..."-•,„ r., :...• ... „.: .... ...„, ,._.., ._. - s. .-V.4.-;•-b . .• .. 1 • • . . \rN....---,, - 1 • . . . .. . 1 .... , .. 4............ , o.;.......7... 1 ' i •I..•: . - ' - ... ..• _ - . . ... : . ..... . • ....:. .11:; rOccl la ltftr;)14;Lojf, _ T ' kequest of -YI.4 a-*-A v "1.4"*"'"-e 1 e).. - . .. tows A.mows.Came?X,Atrica geSEITIISL ... , - .-... .`: .Sim .. ',► •+1' 6 �'�4.! .. , `.i.+ r. - r',_+ _ J j •}'- ;— t. . •J.t.'� ..Z'•S _r •�'�• t,..., 1� {-•L41 4:r j r*.1r ,!• .'_..4 t� ./. �( 1. ;f4•. � at 7� t • ;;r ^' ..:::*''f.. r ..1• ll11 '."'`•-ram. �:,), -Ste°'" :1 'l W�� Dollars. • .l • •Y • v}^l' 'aj'*�..�• ice••. yy�[,,••,� ., kt }14 y/�i'_. • h ;tom- _:�,' Wj i'vy; deserted real estate situ- • . &ad coiL4ey' ( �:'•;aa;•.-C y,.bi tote:Scat.of Washi:loon - that:part cff•Hrrr»_iat:liti•':i.ii aiatitas 20,•Toio.hip 23 - Icr hi lino.If}. clitri as fal s the J. 1. Baaean • Bs :s9.a point:os itoi lii•�'• t . Coos teRoad'r�oh-.l eisttk 5•./1/!�*:Zaat 931t.11 fact from the Xarthssit oaaaa!',•ot•'said:6o�t L,t 11 tea South 0.38t Vest'369i,61:=»t:tat th:'tX pout of beginning, thence South 0•38S Viit:•109.1h-feet, sore or lass, to the - `. South line of-said Cosi�i ot'Lot 1; thence South 88•55' vest . ... 183.03 tot to the lastirly nerds of said Benson Caatrb Road; thence larthsastsrl alo°Q said road 713.23 feet; thence Worth 88•SS' Eaat 157.2$ feat to the tr..a point of beginning. ... • � - It is understood and agreed that the delirery of this dezd is hereby tendered and that the term: . • ' . and obligations hereof shall not become binding upon the State of Washingtort unless and until accepten = and approved hereon in writing for the State of Washington, Depart"' nt of Highways, by the Cl:cc' _ '•; .• ' • Right of Wiy Agent. :•..- '•��•�- Dated this..._.....3.9th . day of.. pecom5or,1'.?5'7 Accepted and approved. .. ^ ! ✓` / • . STATE OF WASHINGTON i • .. �i- :,iEPARTMLYT or HIGHWAYS l� J�' l�7' t/•i�1_�/ -- •• _ +jrci.., JL. �/frenirf Right a/Way Age's!. ' STATE Ue WASttINGTOY, . _ •-u . county of King •.' On this day personally appeared b•'fore me. ._._hex.•S.tr.cklard and Lorena LI. Strickland ••-.-- to me known to he the individual a described in and who executed the within and foregoing instri•nten:. • • their .... ree and tal,..nturi: ••: •. and acknowledged that___.tha7...-----...stgnez the sauce as _.... . .. f arokdtfdrfor the uses a-td purposes therein ntentiored. •;:_,..•. :`.,.. �.aiy�ti2{1lcr-my hand and official seal this 19tn clay of^^ December i' •�•••• '.'J'r tiotar t'lsbtie in and for[he Stae.u/tt•+r"'•'�""' !. -. •• • ,` .✓,-,17�c-. ' rr.:wing at . Seattle _ •' IItv sa - �''' I W r J RECORDED a°rr t - I a;_'c _ _, l 1:,I Q Z PAGE..___--_—REQUEST of z.. _. 1 ;, •�l' -.1 ; o g Q 19A JA$ I6 Fk 17 04 w ., I u; :=_r= • •�' % nur:RT A.tlGAr•IS A�CITUR ..- Far- • s J, I '' ;�•r,+� jti~ ..,.r= T : I L� :I 11 , , ' • "...•••••••••Sr-w-•:••••••,-;-:-•---..,--..:•--.... ,,,_,..., .-_,.... ..., .. ._ • • . . .. • _..........,....E,,,,....,.,i;z1-,t;.........-....,...„.,.. ,...•.-.., ....•..;•- ...;:••••• :.4=; ig.472. -..: .. ,...;'........: . ..,.,:..-,....i„:• - • . . • -•••!.:••••,••••j.;;;;Z•,,t-:::.•,..:”...‘%'.4.-.... . ...,;--..f,-.F.AL4e3,,.....4.;.igAit2M1.,=,..S.e.•••_.-...i.,1,:5:17t7.4.n•r--r.7.•:1`:,.5r...• -_- __ •-1••,....1"--::7-::"7"-:•-•771111r.•••:"7 „•• . .: • •-, .. :-. • - ;••• .. .• •. ...--• --.. . : ,-,....-- ..--...':-.-• - •:--N.:•,-, • •• .• - - ----, ',.. .- - .-.-... • . - ••-.•. 4• ; :Ili:- "i'r..;' •--... .-....T-,....,,-;-,-.-.0 r -1. 4.-- A.:1 • .: ..:1'" ',': '' __,. .... ....,:•,..•:,.:._ .....: _.,_,. _-_,.... . , ,,t-:._ ., . . .4;,-i.1•••••=---,•--....- - ' .... ..;w.•-•:.-i---.7,1, `•••r•-3:*----- 1t114;11,4•....4 -- 11-,•-. --- -- --:i • „ . , . . ...,......,... ...-. „,....t.., - • --v-- - - - f.... ...,.---.......- -.-----.-.74..7.14 4. •,.• -. . . - --. - 4."' 3'' -4* • -,.... .-.... .. --.. •-i.7.,44.4z... ,..,. ..... .. . ...w......,-. ,•.4-4. A,zik.i.-1.,--e17.-,..-..,...:,..•4.-.;,-:...-,,,:4,-..-.,.....7v..... ..t.r ... •••*.ik -... ... - 4- .izy.;-' • • •• ''''. •:"..-tr2:4. . .".: _X•40.,•Zt:. Cit.- , .L.,.!.: ,...,c-_,.'".....-..v•-4-.;.,..4, -::•.A....-:..-;::::.-2.- ,.-•.•.r•i , .,„ ':.**!1*•-••';! .''',..:T.!4•••-•TS1..iff ';'.7.'•A• ',le-- ......- '.1-4.'‘'''''' '-'714;''''..-:.z..4:f':';''';-r-'-3:4;:tE1-•' ' 1 1• NI :ACCESS. . ' ..-' • ... . A .• ni• . - ,. • .• . . .s..•• .. ......,i. ..."54.1,73:1<;:..1146...,..i.ji.i...P....i.':*........-11......r.szl,fli,41.1.4. ..741. .:,,f3.....:,•,:t..'j...s..W,.. ;0.:;.....:....;....!•,:,:r.,...,...4,'L-...i;.1... ..t-iiiiourn:7...,:e,...4:?;...4...,..?4,.....,.•,,..-.:*7.1..:....1w.:.?A's:1... . ;•:;;;-....:-......... ....4)... ... ' ....1.,..;,.... . • ' - :•4-111. .THE VATTgli.. . ..4Ci'Prinary;. --.4•Star-te:-. '!'•• , 7.4•9....,'?.....,461,....• ;.••. 0. ; .-•, ci--',••••• :lio.-2,in Rentori,"'?,-,, .,• .. • . .....'ik, . • • -';-••44, •:::• ';* .:'•-t,ii,'".;,,rE.,:si•te:**14:'.14".,, ifilt ......- '., -'A'r..,1P441iCar.______ '•',?1,••4044:44.______••••• -'••1:Z.T.P,'t,7;ii*:•-t.: ..", . ... .:1• - - • • - • - ". " - • § ICSOW ALL.MX liTTIESS'PRESIDOITS0,411sit4 • Orsot4,1700=EXCEI.,01,-,12t; . ': :COMPAM, a - •••:. ... • . • . ,...... n • • " 4••• .-•''..: ......• ::-..!....,. ..,..; -;-_•is8,s,-.:7:57,. ...-• , t• --ItgAbitum,"4410etitp,n-$•••••,,,,,••• ... , . .,.. ._ . - • • fi- V • . .4.,• c Oi-Orstion,".for and.in.conelderitiork.dritioisust ot,T221•;.asidkno/lo9.(810.60).:dollars,":end ,.,,.. •- • 7',./;-' .. '....,; ...:.....; :. ..., ,-.."..'.'.1f,,,,,ii.•,::....:k...:p•'...,; 1.ttlt.K•sP.ie_____1•74. 1f,A0Pit-e-"ifiKs.*..1.%:!•,.;-• • :ss -: . • .44t, : .& . - f.;,•• . . . . . ...zr..4- :•• . .. ... other valuable considerations,-berob ,ionvirisThoafilarranto%to.tho•Stite,of.Washington, the 2., : . . ',.' 7 .. • , , 41" . .:-.:..." . .•• 1...ri•:. :. -f...4.";,...:..1.,?,:;i1,..4.iitae4,1.1%,::*/,...V:i.Cf- i'.1.,‘‘:.1-•:1,?,•,'..V it .:-._'"': • ." . "f " . • if.t`,;::•!.. following described real.4atata•situsieCin Xing CousitY,--In"the:State'or Washington: '-"-' & ...r%.• - . .. • ; . • . ..''. • - •• ••••!•'!:.'-:• '.1;:i;?..e..i---4€.'7.",..-;•••;-.77 :, !;:f•-:,:-':•.- ...:.,:.;........ .. , . . . ''gt'.; • 1•:;;.... ..: • . ..y.,•• A.strip of land 2143 teat in width,-being /1"0:feet•wide on the east side end 1,710 feet wide .2 .1....., r -• on •:,* west side of the canter line..of•Prisary State !Rehear go. 1, Jct. SCR No. 5-It.co .:i. 1 - • • Is..:- Jct. Pffti No. 2 in Renton, as surveyed over esti across the following described Per:!el "1."1 '•' . III ft:-...ii. .. . .....,. • F.XCr.PT that tress HighwaY Engineer'', Statics, 22540 norther3.7 to Highway Engineer's Steticn 4 . Y's,.•-,••!.,... 'If' .- 229•24.4 said strip sha:.1 be 331 feit'in width being 150 feet wide on the east ride end 1E0%; :-.t.•••• ;,•,1, . feet-wide on the went side of said center lino, An EXCEPT that frost Righway Enginetr't •."4-.‘" • -•.••••••. . • . • ii - ::Latics 229.24.4 northerly to the north line of said Parcel 'A` said strip shell he • t..- feet in width being 130 feet, wide co the eszt side and 1C0 feat, wide on the uert. e.tigs r.f •! f.-'.:- • -,..e. -II . ,, -.eid renter linos ..... 7,:".• i; • -- • •.. . . . . . •. • • . • . . ' . . PARC7L "A": That portion of Goverisnent Lot 1 in Section 20, Icwaship P3 nth, Rer.:;e 5 .0 . s f• e,•st, -(:.N., described ss follows".-Beginning at a coint on the ea-t tin.: ..,... • •.• :., of tki• J. . . Benson County Road which is !oath 25-1.1.051a. zef... 9:4..?I !,et •'ff -.. - ... frtm the northwest corner of-said Government Lot 1; thence Ic...:th r.-,* , wrrt .4 • • • 22h.11 feet; thence south886551 west 98...5 feet to th lire• ,, easterly i•I' ./1.. • . said road; thence northerly aleng said road 117.70 feet. tr, t?..•• :•••s•••• -..;.' . . . be;:inning; 5.. . . . ts• . . .„. • -• . „ • . ,•• /LSO, That portion or raid Goverrueer.t lot 1 descrited•se fellows: ::e •.;.::str.g.V •'',. . • r.,C . . . at a roint 10.31 chains east and 21 chair.s north of the seuthw-ft ...i t-r!-.,•:•• c,. •• •:•••, I said Grierrasent Lot 1; thence north 2i chains; thence west I clair.s.; t1-.:•:.or .. we - } . .. .• .... 1,C r b t 7.! chains; thence east 4 chair.s to tb e point of tegincir.g; •-t'i •;,- • . • • /:;•7•:•: ' - ALF% 7na t. pnrt of said Government Lot 1 described as follows's ire'•'Ef•z-:e. •*i. r.... ...'.'• .. . r'"1• .'. •,:....-,' . ..:-.• at 0/ northwest corner of said :averment Lot.1- .ttecce i with 7.1*L5' on.71. ...- .••.• •..77.' 1'44 kt.^4. - • I •• • -...... ..4.: 1:7.1..c.s. feet; th••nr north'25* eart.L16.1:6 reet.i..:tirron,...ic.rta...c°7 ,. wr 7.f- Jt •_,:.1.i. . :-' •-;,:i. 333 f.ot to the tee point of beginning; thence:north.135*:cat t 2f,li f,e t• .•••,.; • , ,,.'.',. ' •Et. . thence r.orth 0'78, vest,•165. fret; ttence south•-•Egl...'west 261s feet; I;:tr.., .•,;.• - 4 =•-• • rcrIth•:.'"7!" east 165 feet to the true point of tegintan•T; .." ' t'" ' - eirC'.'"•'' -. .-.• AL.r.c., That pert of said Goverment Lot 1 describia-es--folloWst ?,' •Inn':';:, •.,„ ,-„.•,:if.-",!;.•• ,,,... et it( r:srthsert corner of said Goverr-nentlot 1;:thence no-1,th ;7`141•7!,". -..-4 - 5.... ...,:-• . I • . . • . i • - • east S.34.11 fret to the easterly line of•the J.•F.••:Pertscn CoJr.t• y•R:-...r:: t.hero- qouth 047,81 west, 221z.k1 feet;tc.the truei point of tegirnini; th.•no.- se • e•;•$4., . . . ...•• • - • ••,... th (1 west. Xl feet; thArc south ... 55, west ..p1 24. .. ” '311., 11a.5. e ,•,• .. . feet to the. :14. ,7,.,„ ',7•4.11. •e•.- •4, • . •-t_..V 1 • ' • . . • t. car terly line cf.raid rood,• thence northerly along'slid•rr,ad..1K7.'la re••t; ..11.,q, -Seso„,,,...,....:-• tietne north 3355, erott. 58.35 feet to the true point-of tceIginin;; ,. ..... . ...1 . • . ,. .• ... . • - - " ' ' t'::. ALSO, That portion of said Gerrernment Lot.1 desciilied.it'follows •'2e iirmiiel ' - '44.44;.!:.•,-_. ., . ... . eta potnt 10.31 chains east and 7i chains nort.h•Of,.thz..aouthwest•corr.er-.'.1.- . . 1 , • , ._i: • .':. .....' t " , .... .of said Government Lot 1;"thence west 4 chains; •thence.north 21 cha_lis;s.•• •;j, ,•.••. - " thenct• east Icl•mins; thence south'2/•chain., .to::the-.poir:t•of te..71.:a.i nv;• - - ' ' :;'.7",, 1117.- .,,. • : . .. . . :'....- , ... •., . • S. . '. . • .%.--.40.,;-. • Ask- r.,: ALSO, theeast 528 feet of said„Governarnt.Lotl.".... .„ . ,..... . S... • • . J.,^.,,-• . awe ts. • •••• ....•;. • . ALSO, that portion of raid Government'Lot'l'describe ,an•f011cws: '..-Bei;le-.;:, .. .. e••••,-, • .. . -. ... • t, . ning at the,.nortia.est corner of said Government Lot.1;:7.thence east 'ul., .41.it , 1 -..:•••••• - : ;...• .."....... feet; thence south.260 feet; thence nor th...89.145.12east.232.1;6 feet; th,ncs:....ec - . • . ... .,... , . , • sou th.1,00 feet, thence vi,st. 650.116. feet;..thence'nor th-660 ,set.to the -.0.::'• ' ' 2.2.-e•;.-. • •. . . • • , . . • t...' point of beginning, EXCEPT County Road; situated„in the City of ?e,:!...n; ....... . .• . . • - - . . ,. ... • - ..• -..... „ • ALSO, Lots 1 and 2 ir. Block 7 of Renton, as per.plat••rcorded in Vol-re- 3...•ly .•.•',. ' • ant • of Plats on pege 135, records of said County;'•'::;".7''''..ii "...' ..-: • • ..7,.-. • .s.,..eit" „...- • .. . . • . • .. • km ALSO, all that portion of the.following-a.eitcribed;Percel "B",ly-irg•' '•:`,;• • • ''i' '''' o withO.n a strip of land 1 ) feet,.in"-width beIng";7.5..feet".,"1.1de :inn each side-',;c''s' ' :•,744.":t„'. of the center line of said Primary State Eli0isiay,t1o. 11 : .. ' . .• 1.-7 - •••-.--• -. "...*••••,.. . • . ; .•'•:-''...41s.. ' .'111.••-•' • , • • •-•-•fse$4.' • •.'" '"le-v." . •-.. ...... k..,.... , 1 '. . . • . , • . - - • • . • ... ' . - ••••'-•I; .... ...--'••T•Viit....:.•41:-•'•l ••‘••••...-%.••• • '• '•-• ••nt.••••••• • •' Z• Vf• • • ' ';••.' '• .-1:^'1,'•.i•.,....15•1-7•'•.'J.../•-''- ' • • ••• --;'‘..? a. - :•;-•- • .!.''-31•.•,%!'•'''' .1•1•C'•-:;'.-,•,,••• • •••' • ..-•:•''‘..‘ 1•:. ••••• • •i•;11,4 I :.• :. : -' *.' •• ii...r. ' . ' . . • • • • . ...-., . .. ..:'-II-.. ••;•••••. ,:. • • - -- • •:‘:,:-.4 .- :.•••,;',-. . _ - _ i ' •• —1 • •� ' 11� 09M 112 • ' :.4 PARCEL nes Lot 1, EXCEPT that portion lying south of a line drawn from - i -.- the southwest corner thereof to a point on the east line of t. said Lot 69.2 feet north of the southeast corner thereof, and that portion of Lot 3, Block 3, Town of Benton, and Tracts, C44, Plat 10. 1, Renton Cooperative Coal Company r. lying north of a line described as follows= Beginning at a point on the west line of said Lot 3, 25•5 feet north of the ".\2 southwest corner tbereofi thence north 89°09' east B0•96 feet* 7 thence south 88°45' east 47.91 feet; thence north 35°971east iiiii . ^'• 37.90 feet to a point on the east line of said Tract 44 which • said feet Block3*st and 97 situate inethet north of the City of Renton insaidast cCounty orner f • r ALSO, That portion of the R. R. Tobin Donation Claim, l lying ' south of the south line of the Chicago. Milwaukee. e.of St.tte linea • and Pacific Railroad Company of the plat of the Town of Renton, as per plat recorded in Toluene 1 of Plats. page 135. and north of Plat No. 1. Renton • Cooperative Coal Company's Acre Tracts, as per plat recorded in toluene 9 of Plats. page 20. records .f ring County, EXCEPT that portion conveyed to Richard K. Clarke by deed dated :une 30. 1931, filed July 22, 1911. under Auditor's File No. 1111111114 • 2682322, and recorded in voluse 149$l of Deeds. rage 414. re'^"dt of Bald County- = Subject to that certain Road Easement granted by "ghat o day^ • Power .+ Light Company to Cladding. YcPean 4 Company •w' ' of August 20, 1934 and to that certain Road Fa!ecent nn• r ' � • by i'.i.Lrt Sound Power A Light Company to :uhn Y. • John Y. Yyers under date of January 11, 1°50• JI rc lands beings conveyed herein contain an area of 8.4 acres. more or le•s. the -•a-`.fi- d•t-iils concerning: all of which are to be found within that certain mn: -•finite• location now of record and on file in the office of the :irect,r of �. ':. .,. :• l tys;ts. and bearing date of approval reptenber 10. 1957, revise,: -t 5 • :'�:' er -. 1 '57, and the center line of which is also shown of record : 'rnr ' �,� 1 of ,,i,hve ?lass. rules %L and 75. records of said County. _ All:.. the .:rantsrs herein convey and warrant to the State of wash!nettan ill rtrhte - of ingress and egress (including all existing, future or potential a sseement- of arcers, light. view and sir) to. from and between Primary A. . -t. -7F ':c. S-is to :et. PfH. No. 2 in Renton. and the remainder of said rnr':rts is ex:ressiy Intended that these covenants. burdens and restriction- sh'nll r•g. • w'.th twit lend and shall forever bind the Grantors. their heirs. surceicor" nr :s understood that the right of way hereby conveyed to the Grantee is now cro-.tell ele:tr:^ transmissiom and/or distribution lines of the Grantor at or near i'l'hvrt• =n.-sneer's :'tattoo 256,100, and by a major transmission line corridor extending r +gtv e]u, sneer's Station 2201100 to Station 212,100, upon which several transmission a - and/or distribution lines have been constructed and others are proposed to be con- • •44- strncted in the future for use by Grantor in its electric public utility butane's. •f the •Grantor, its successors or assigns, shall at any time be denied a frenchnsc o or ri,:ht to maintain and operate said existing or future transmission and/or distri- .:ion lines across said highway, and if the Grantor on account thereof !s compelled 'n remove any thereof from said highway, or denied the right to construct such future :toes across said highway within said corridor, then. in thathe Gevett, the sGranteesur� ty the acceptance of this conveyance agrees to indemnify by Grantor, Grant i in re- .a or assiens. in the amount which shall be reasonably expended locating any such lines that It may be required to remove from said highwa!• mg ' i • -'' , �� ' ' • • � � '..I.,...., f ... �•erP'.ws..4a.,b P . .�+r+wwau....r.•.= �.•..fire-..t•;,• 1+..a•., .. 'w`.. , .. _• .;+,:- is x;'i „ - 4 ` ,vei 4WO PAct b46 S732439. . QUIT CLAIM DEED LIMITED ACCESS ' . ., P • IN THE MATTER OP Primary State Highway No. 1, Jct. SSE No. 2-M to Jct. PS11 No. 2 in Renton • „ • KNOW ALL ) By THESE PRESENTS, That the Grantor, PUGET SOUND POWER & LIGHT CO3PANY, formerly PUGET SOUND TRACTION LIGtft & POWER =PANY, a aWashington corporation, :i for and in consideration of the sum of - - TEN AND N0/1O0 - - ($10.00) Dollars, . •• rotand • other valuable consideration, conveys and quit claims to the State of Washing- ton, the following described real estate and any after acquired interest therein, situate in King County, in the State of Washington, to the saran extent and purpose '. " as if the rights herein granted had been acquired under Eminent Domain statute of the State of Washington: • All that portion of the following described Parcels 1 and 2 lying Southerly and ' • Easterly of the following described line: Beginning at a point on the center line of existing Secondary StateSH Highway . 5-C, 29+50 5-C at Highway Engine er's Station (hereinafter designated H.E.S.) thence Northwesterly in a straight line 50 feet to a point opposite H.E.S. SSH No. 5-Cht to a thence Sout aterly in a SSH No.s5-C,g30+00nethencepoint which is Southwesterly in0afstraight Northwesterly opposite H.E.S.H line to a point opposite H.E.S. SSH No. 5-C, 32+35 on the West line of Section 20; • - thence South along the section line approximately 240 feet to the Talbot Road and the end of this line description. • ALSO, all that portion of the following described Parcel 3, lying Westerly of ex- isting Secondary State Highway No. 5-C, Southeasterly of a line drawn parallel with and 120 feet Southeasterly when measured at right angles Non/or1{r radially, • • from the center line of Primary State Highway - .G No. 2 in Renton, and Easterly of the following described line: . Beginning at a point on the Southeasterly line of Talbot Road, 160 feet Westerly, when measured at right angles, from the center line of existing Secondary State • . Highway No. 5-C; thence Southerly parallel with said center line, to a pointp- posite H.E.S. SSA No. 5-C, 36+50; thence Southeasterly in a straight line to a point opposite H.E.S. SSH No. 5-C, 3E+00 and 90 feet Westerly therefrom; thence • Southerly parallel with said center line to a point opposite H.E.S. SSH No. 5-C 41+00; thence Southeasterly in a sttrraiht t li to a n gtoositointEe on.theH esterly 41+50 and _, y line of said existing Secondary State Highway g the end of this line description.• _ ALSO, all that portion of the following described Parcel 3, lying Northwesterly s - • of a line drawn parallel with and 120 feet Southeasterly, when measured at right angles and/or radially, from the center line of Primary State Highway No. 1, Jet. SSH No. 2-H to Jct. PSH No. 2 in Renton; '� • EXCEPT that from Highway Engineer's Station 216+00 on said center line, said paral- - lel line shall be drawn 140 feet Southeasterly therefrom; • EXCEPT any portion above described. ,,,- ,,' net t: • - PARCEL 1: •3". That portion of Government Lots 1 and 2 in Section 20, 4 1, ;- • • • Township 23 North, Range 5 East, W.H., described as • follows: f�, ;:. .f point 1140 feet South of the Northwest "'+� ....s• a-•. ' • '.• Beginnina at a "•'fin.,."' corner of said Government Lot 1; thence South along the P=.7a West boundary line of said Section, a distance of 453.27 feet, more or less, to the Westerly line of King County ar r Road No. 80 (now known as Talbot Road) thence Northeast • - ,, er17 along the Westerly boundary line of said road, a _ distance of '05.95 feat to a point which is North 89°32'41" I . East 219.91 feet, more or less, distant from the point of . • beginning; thence South 89°32'41" West 219.91 feet, more . s • or less, to the point of beginning; :. o Sheet 1 of 1 sheets • Parcel 1-558 t A • • .. . .•- • .. • J•. . • .- • . .. • . • •. .. . -• -• '•....i.-•-.:.i:---'K: .y...--y-;..4k...i • •-' ...1'4"...•' ..ws. ..err -'�. .. •. : -- _ 4530 fi4 i . PARCEL : That portion of the following described tract lying Westerly of said Talbot Road and said road extended •' • Northerly merging with J. Y. Benson Road (Secondary • . State Highway No. 5-C): Beginning at the Southwest corner of Government Lot 1 . in Section 20, Township 23 North, Range 5 East, W.H.; :4 running thence East 416.46 feet; thence North 660 feet; i, thence West 416.46 feet; thence South 660 feet to the - - point of beginning; EXCEPT portion thereof lying within the above described Parcel 1; • • PARCEL 3: Government Lots 2 and 3 in Section 20, Township 23 North, , . Range 5 East, W.H.; EXCEPT that portion thereof lying Northwesterly of King County Road No. 80 (known as Talbot Road EXCEPT that portion thereof described as follows: Beginning at a point 200 feet North 88° East from the 1/16 corner on the West line of the Northwest Quarter • of said Section 20; running thence South 0°48' East • 778 feet; thence North 88° East 280 feet; thence North • •• _ 0°i8' West 778 feet; thence South 88° West 280 feet to . • the point of beginning. - The lands being conveyed and quit claimed herein contain an area of 2.30 • ' •• acres, more or less, the specific details concerning all of which are to _ be .found within that certain sap of definite location now of record and on file in the office of the Director of Highways at Olympia, bearing - • date of approval September 10, 1957, revised March 6, 1962, and the center • line of which is also shown of record in Volume 2 of Highway Plats, page 188, records of said C°:mty. • ALSO, the Grantor herein conveys and quit claims to the.State of Wash- ington all rights of ingress and egress (including all existing, future • or potential easements of access, light, 5v8ovwoand -Mair) r) to,.from anand be-n _ r tween Primary State Highwaye 1, Renton, and the remainder of said Parcels 1, 2 and 3; EXCEPT that the Grantor reserves the right of reasonable s ofo the.s • • ' relocated portion of Secondary State Highway 5-C, Northerly - . SSH No. 5-C 31+00 and Southerly of H.E.S. SSE No. 5-C,36+25. It is understood and agreed that the State will issue to the Company such permits as nay be necessary to authorize its employees, agents, • or contractors to enter upon the right of way of the State, in accord- r ance with the plan for ingress and egress designed for said highway, A to the extent necessary to the essential maintenance and repair of the • .4 Company's facilities located within the highway right of way. The now existing facilities of the Company shall be permitted •_o remain r within the right of way of said highway as now located or as •.elocated . . in accordance of the construction agreement executed by the Farties here- to. 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IN THE MATTER OF Primary State Highway No. 1, Jct. SSH No. 2-M to Jct. PSH No. 2 In Renton KNOW ALL MEN BY THESE PRESENTS, That the Grantor PUGET SOUND POWER t LIGHT COMPANY, formerly PUGET SOUND TRACTION LIGHT t POWER • COMPANY, a Washington Corporation ••a for and in consideration of the sum of MUTUAL BENEFITS conveys and quit claims to the State - _ • of Washington, the following described real estate and any after acquired Interest therein, A situate in King County, in the State of Washington to the same extent and purpose as if the rights herein granted had been acquired under Eminent Domain statute of the State of Wash- • - w1 i ng ton. TRACT "A": All that portion of the following described Parcel "I" lying within a strip of land 250 feet in width, being 120 feet wide on the Southeasterly side and 130 feet wide on the Northwest- erly side of the centerline of PSH No. 1, Jct. SSH.No. 2-M to Jct. PSH No. 2 in Renton; EXCEPT that from Highway Engineer's Station (hereinafter.designated H.E.S.) 213+00 on said • centerline to the Easterly line of said Parcel "1" said strip shall be 220 feet in width being 120 feet wide on the Southeasterly side and 100 feet wide on the Northwesterly side - of said centerline. : :.. ALSO, TRACT "B": All that portion of the following described Parcel "I" lying Northwesterly of a line drawn parallel with and 100 feat Northwesterly when measured at right angles and/or radially from the centerline of PSH No. 1, Jct. SSH No. 2-M to Jct. PSH No. 2 in Renton, and lying Easter- ly of the following described line: Beginning at a point 100 feet Northwesterly opposite n= H.E.S. L-213+92.0 (RN L) / SSH No. 5-C 33+67.4 (RN L) when measured a! right angles and/or radially from said centerline; thence Northerly in a straight line to a point 19u feet West- _ erly opposite H.E.S. 55H No. 5-C 32+50; thence Northeasterly in a straight line to a point 110 feet Northwesterly opposite H.E.S. SSH No. 5-C 30+00 and the end of this line description. • ALSO • TRACT "C": • All that portion of the following described parcels "1", "2", "4", "5", and "6" lying North- -' •- ••- erly of the above mentioned Tract "A" and lying between lines No. I and 2 each described as : ' follows: • line "I": Beginning at a point on the Southerly line of Grady Way which is 50 feet South- - westerly from the B5-Line of PSH No. 1, Jct. SSH No. 2-M to Jct. PSH No. 2 in ,- ~• Renton as measured along said Southerly line; thence Southeasterly in a straight line to a point opposite H.E.S. BS 4+00, and 40 feet Southwesterly therefrom; thence Southerly parallel with said BS-Line to a point opposite H.E.S. 9S 10+00 and 40 feet Westerly therefrom; thence Southerly to a point opposite H.E.S. • BS 11+00 and 50 feet Westerly therefrom; thence Southerly parallel with said BS Line to the Northerly Line of PSH No. 1. Line "2": Beginning at a point on the Southerly line of Grady Way which is 50 feet North • easterly from said BS line as measured along said Southerly line; thence South- -• easterly in a straight line to a point opposite H.E.S. BS 4+00 and 40 feet ,-:•. Northeasterly therefrom; thence Southerly parallel with said BS lin_ to a point opposite H.E.S. BS 10+00 and 40 feet Easterly therefrom; thence Southerly to a point opposite M.E.S. BS 11+00 and 50 feet Easterly therefrom; thence Southerly parallel with said BS line to the Northerly line of said Tract "A". TRACT "0": :•1:: All that portion of the following described Parcel "I" lying Southerly of the above described • Tract "A" and lying between lines No. I and 2, each described as follows: r, Line "I": Beginning at a point on the Southerly line of PSH No. 1 which is 40 feet West- _ erly when measured at right angles and/or radially from the BS Line of PSH No. _ I, Jct. SSH No. 2-M to Jct. PSH No. 2 in Renton; thence Southerly parallel with said BS Line to the Southerly lire of said Parcel No. 1. L;ne "2": Beginning at a point on the Southerly line of said Tract "A" which Is 70 feet ::4 •.. Easterly when measured at right angles and/or radially from said BS Line; thence '.. • ::-i• Southerly parallel to said DS Line to a point opposite H.E.S. P.T.9.S. 24+98.9 �• and 70 feat Easterly therefrom; thence Southerly to a point on the Southerly line :;...yr.• '�- of the Southeast Quarter of the Northeast Quarter of Section 19, Township 2} : - •;e North, Range 5 East W.M. which is 40 feet Easterly from said BS Line as measures :w .� 1::' along said Southerl•, line. !!":.-!• • • c .__. •I _s cti--.. Parrwl Nn_ I-S02 S+ •: TRACT '!E", a All that portion of the following described Parcel 3 lying Westerly of a Tine draw* parallel with and 80 feet Easterly when measured at right angles and/or radially from the EE Line '(PSH No. 5, 92nd Avenue South) of PSH No. I, Jet. SSH No. 2-M to Jet. PSH No. 2 in Renton. IL Parcel 1: The North 250 feet, EXCEPT the East 250 fest thereof, and EXCEPT the South 60 feet thereof conveyed to the City of Renton for public use by Deed recorded • under Auditor's File No.5475310, and the East 250 feet of the Southeast Quarter 111 of the Northeast Quarter of Section 19, Township 23 North, Range 5 East W.H.; % : EXCEPT public roads; - li' !.:. = Parcel 2: That portion of the Northeast Quarter of the Northeast Quarter of Section 19, Township 23 North, Range 5 East M.M., lying Southerly of the right of way of ;.p .mod Puget Sound Electric Company (Seattle-Tacoma Inter-Urban) and South of the A South boundary line of that certain tract of land conveyed to Puget Sound Traction Light t Power Company, by Philo D. Hamlin, by deed recorded under :� Auditor's File No. 1322601, EXCEPT public roads; --;.4",. Parcel 3: That portion of the Northwest Quarter of the Northeast Quarter of Section 19, Township 23 North, Range 5 East W.M., lying Southerly of right of way of Puget Sound Electric Company; EXCEPT public roads; t . Parcel 4: Beginning at a point on the East boundary line of said Section 19, Township 23 a 0 North, Range 5 East W.H., a distance of 660 feet South of the Northeast corner of said Section 19; thence West alor.y • e South boundary of Wallsworth's First _ Addition to Renton, as per plat recorded in Volume 6 on page 23, records of King County, a distance of 490 feet; thence South parallel to the East boundary ' J-:?':" --;:- It; line of said Section 19, a distance :.; 330 feet; thence East 490 feet to the . East boundary line; thence North along said East boundary line 330 feet to tnc point of beginning; Parcel 5: That portion of the Northeast Quarter of the Northeast Quarter of Section 19, _ ' Township 23 North, Range 5 East W.M., described as follows: INN l MI:vritq.. ..':'y :-•. Beginning at a point on the East boundary line of said Section 19, a distance of —•,..• 990 feet South of the Northeast corner of said section 19 said point being the • c' �.`��,:,147 1.•"• Southeast corner of a tract of land conveyed by Philo D. Hamlin to Seattle Elec- . ; tric Company by deed dated July 15, 1908 and recorded in Volume 626 of Deeds, �•.;p.e page 438; thence Westerly along the South boundary line of said tract of land el - `"".""`u` • to the Northwest corr. r thereof, being coincident with the Southeast corner of 6U' _.-. "• �- """"� tract of land conveyed to George B. Adair by deed dated February 6, 1908, recorded in Volume 591 of Deeds, page 546; thence Westerly along the South boundary lire 'mmll1:1T.ulY of said Adair Tract 250 feet to the Southwest corner thereof; thence Northerly ��� -_ along the Westerly boundary line of said Adair Tract 118.20 feet, more or less X. ��� to Southerly boundary line of Seattle-Tacoma Inter-Urban right of way as esNil - r• tablished by declaration of appropriation and recorded in Volume 289 of Deeds, . • page 136, under Auditor's File No. 217923; thence Southwesterly along Southerly •- �•,.�,`•?�-, boundary line of said right of way 340.82 feet; thence South 16 38'45" East 4� . -_ ,� �; , 386.03 fees; thence North 86°59'22" East 393.52 feet; thence South 28°08'08" WIERFI yam �3:.. East 99.20 feet, more or less, to a point on the West boundary line produced, of said Seattle Electric Company, tract of land 150 feet Southerly from the . Southwest corner thereof; thence North 89°32'41" East parallel with the South a'. :// boundary line of said tract of land 490 feet, more or less, to a point on the ry East boundary line of said Section 19, distant 150 feet South of the point of a beginning; thence North along said East boundary line 150 feet to the point of '' - -% beginning; EXCEPT public roads; Parcel 6: Block 2 of Walsworth's First Addition to Renton, including portion in r'd !_"1_1 Seattle-Tacoma Inter-Urban right of way; EXCEPT Public Roads. r. i :; The lands being herein conveyed contain an area of 5.10 acres, more or less, the specific details concerning all of which are to be found within those cer.ain maps of definite 'y';' location now of record and on file in the office of the Director of Highways in Olympia, bearing dates of approval October 31, 1961, September 10, 1957, and September 10, 1957, .. ::. :... ' revised October 23, 1962, December 27, 1961, and March 6, 1962 respectively, and the ;•:':;- • centerline of which also is sho•.+n of record in Volume 2, pages 187 and 191 of Highway ,;'•• e Plats, records of said county. _-i.`_r.a '',' i !Or t' ch'-' Sheet 2 of 3 Sheets Parcel Nc. 1-502 O a4c9 288 . .. ► • • ALSO, the Grantors herein convey and quit claim to the State of Washington all rights of ingress and egress (including all existing, future or potential easements of access, light, view and air) to, from and between Primary State Highway No. 1, Jct. SSH No. 2-H to Jct. PSH No. 2 In Renton, and the remainder of said parcels 1,2,3,4,5 and 6; EXCEPT that the grantor and its assigns shall have the right of reasonable access to the BS Line Northerly from H.E.S. BS 16+00 and Southerly from H.E.S. BS 18+90. • - :: It is understood and agreed that the State will issue to the Company such permits as "" may be necessary to authorize its employees, agents, or contractors to enter up ! the _r. right of way of the state, in accordance with the plan for ingress end egress designed ; maintenance andrepair of , for said highway, to the extent necessary to the essential =�• ;, the Company's facilities located within the highway right of way. 4 The now existing facilities of the Company shall be permitted to remain within the -�- t • right of way of said highway as now located or as relocated in accordance with the construction agreement executed by the parties hereto. Should It become necessary •-'•-.• in the future to alter, relocate, or remove any of said facilities from within the - ri right of waybyorder of the State, its successors or assigns, all costs for such al- ...:,, 9 9 , + -.. . teration, relocation, or removal, shall be borne by the State, its successors or as- signs. It is understood and agreed that In the event said highway Is ever abandoned for use by the public, all rights herein conveyed shall revert to and revert in the Company, • its successors or assigns. It is understood and agreed between the parties hereto that this conveyance shall not take affect, and that no title shall pass hereunder until the Grantor herein has been compensated for the cost of relocating its facilities in accordance with the utility relocation agreement executed by the parties hereto. It is understood and agreed .that the delivery of this deed is hereby tendered - and that the terms and obligations hereof shall not become binding upon the State of • Washington unless and until accepted and approved hereon in writing for the State of Washington, Department of Highways, by the Chief Right of Way Agent. DATED this o?7 zt day of -27'7 1964. Q Accepted and -I dd; STATE OF WASHINGTON PUGET SOUND POWER L LiGHT COMPANY "' Depar of Highways/ .2/ Chief Right of Way At Vice esi ant - , peratio ;1. • ' STATE OF WASHINGTON ) i / • 1 �4/ .+• l��e is Pali•. ) ss. ' .v ..�1 L "` _ - County of King ) ! • • ,•,rt'. t'` •T�•_, •�Om th�i day of i//41 , 1964 before p o al ly apeared .I 0.'j�ti• .. j ( J o-�f--- `Z!/ul.,'.. J and � �n 11'�•�� i'.... .• '. of a corporation that executed the foregoing instrument, a ! cknu.+ledged`'efr ...i*-Us• .. sZrument to be the free and voluntary act and deed of said a rporation, for the-ores'. .•-_`j.: and purposes therein mentioned, and on oath stated that _Alt--i,� : .%• authorized to execute said Instrument and that the seal affix d is the corporate seal - of said corporation. . ":;. Given under my hand and official seal the day and year last above written. ;.ACES Sl;/i",,, • Qp`�;;_i.�.� s� AblaTr lic 1 and for the State of Washington ~;� * "• �P�g ICE ®, :• ;j . .` I. %'••2 O:`:+�•� _ ';,•' r_•:. tf •-..•••4,.�j Sheet 3 of 3 Sheets Parcel No. I-502 Cp�(T A Ties! for Record S[�aa. -7( Wet _i !r M �� kRiquai of Ce,a,im.N of H.gh.,.y. • ,.:. ROaERT A. MORRIS,County .,uditnr .'.•:.c.•:••'; - a. ' v - . . . . . . ... . ._ p.„rel. a PNR Referentie No. 19897 EASEMENT J% ' ;7� day of , 1972, between .T THIS INDENTURE made this i,� lion, erehn called "Grantor," CD PUGET SOUND POWER $ LIGHT COMPANY, a Washington corpo r` and PACIFIC VOR11NEST BELL TELEPHONE 02PAYY, a Washington corporation, herein u-7 called "Grantee," O N W I T N E S S E T II: That in consideration of Ten Dollars ($10.00) and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, and the per- formance by Grantee of the covenants hereinafter set forth, Grantor hereby grants unto Grantee the following: . A permanent casement for the installation, construction, operation • pLE.S ,�. maintenance, inspection, repair, replacement and removal of a .� �,� vault together with comminiciations lines enclosed within a concr c ..y, �►�• conduit system under, over, along and across the following dose • . 'I › ►3• 1, property: ;0, 0 i A parcel of land located in the East 1/2 of the Northeast 1/4 o f'lt '7, ::ortheast 1/4Wof torn 19,described has follo 23 rth, Range S East, W. t: • _ King County. g \., '-•N., .. Commencing at the point of intersection of the southerly boundary of ' 8th Avenue as shown on the plat of Walsworth's First Addition to Renton, recorded in Volume 6 of Plats, page Z3, records of King County, ba hington, and the existing easterly boundary of Talbot Road, said point being apprnx- • imatcly opposite Station 430 190 of M.SR 71 asRproposedle Vicinity: on Statea to Q(� Grady ap SR 515, 1.� Grady Way, Right of Way Plan, Sheet 6 of 11 sheets, as approved Noycrr:':�r alongthe existing easterly boundary of Talbot 5, 1971; thence southerly Road a distance of 10 feet to the true point of beginning; thence contin- uing southerly along said easterly boundary a distance of 60 fent; thence easterly at right angles to said easterly boundary a distance of 10 feet; thencethence westerlyy10afeet, moresordl ,easterly the true pundary oint of beginnice of ng feet; 'll►e rights herein granted arc subject to the following terns and conditions: 1. Grantee agrees to save and hold Grantor harmless from all loss or damage which may be due to the mageebyrwhomsoise ever made and Grantee of dhe rights to indemnilfyrein Grantortfor andted l from all claims fo�esuch aelamag such loss, damage 2. Grantor shall not be liable for any loss or damages to Grantee's facilities resulting fromGrantor'so sea :of flthent e lands act orn uomiered dnbyf this easementar unless such loss or damage is 3. Grantor reserves the right to develop and use the lands encumbered by this easement for any purpose not inconsistent with the rights granted herein. Without limiting the generality of the foregoing, Grantor reserves the right at any tine and from time to time to construct or reconstruct electric lines (whether AC or DC; whether now existing or hereafter to be constructed) on lands adjacent to this easement in such manner that wires and other related structures may overhang or project into the air over, along and across the lands encumbered by this easement. 4. Grantor reserves the right to grant access rights to others along or across the lands encumbered by this easement and/or any other right which is not inconsistent with the rights herein granted to Grantee. ' -a 'i i �' Mee � � '� I " y • S. Grantee agrees to provide adequatedrrag to land pwrevent a rebacup of surface water over Grantor's right of wayadjacent from Grantee's exercise of said easement. 6. Should the easement area be subsequently improved, Grantee agrees that it shall, at its sole cost and expense, replace ore orsresr tor re to thtits rorigltinal of Cr condition any such improvements which are damaged -r Grantee's exercise of the rights herein. 7. Grantee agrees that said communications lines and concrete conduit shall be buried at least three (3) feet below the natural surface of the ground N such manner • at all points, that the manhole shall be installed in ssothathn na no tural rtl N of such manhole facility shall extend more than two (2) inches surface of the ground, and that excavated•areas shall be restored to their orig- inal grade. Grantee further agrees that'should the elevation of thofe easemente oud area surface be raised in connection with any future developmentand adjacent property, Grantee shall, without unreasonable delay, install risers at its own cost to maintain accessibility to such manhole afacility,mandosuch risers shall not project above the finished gradeadjacent e facility. 8. Grantee agrees that should there be any material excavated From Grantor's property which is in excess of the amount required to restore the surface to its original grade, such excess material shall be removed. 9. No assignment of the privileges and benefits accruing to the Grantee hereunder, by operation of law or otherwise, shall be valid without the prior written consent of the Grantor. 10. The rights and o�egTt�pectif eesuccessorsarties hall inure and assigns. the benefit of and be binding upon 11. The rights hereby granted shall cease and determine whenever Grantee 'hall have permanently abandoned the use of its facilities accommodated by this PUGET SOUND POWER $ LIGHT CONPA\Y • •By - cr, al .state Division STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this // day of 1972, before me, the undersigned, personally appeared LESLIE A. rt to ^ own to be the Manager, Real Estate that Division dins G nOIandaccknowledge acknowledged aid instnzrent, the ttonbe theefreeted andthe voluntaryolnoing ration, for the uses and purposes therein mentioned,act and deeda of said hated and on oath stated that he is authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. lc tor =e tate O ••�, • otary �ec ,� 4z-V1 residing t c�*�-�— ti:•lw� , - z - • • • RECORDED OF REQUEST C!• • 19T2u.: 17 PM 2 21 . 1` DIRECTOR � • RECOROS & ELECT}ONS cs •• KING COUNTY.WASH. r rl U c FILED for Reco at a ups f flame..___ Address_.— __ .___ . . I • City of Renton, Washington 1 CRDINANCE NO. 2 8 5 0 AN ORDINANCE OF THE CITY OF RENTCN, WASHING'ICN, VACATING CERTAIN PCJRTICNS OF BURNE'IT AVENUE SOUTH 1 AND S. 8th buit l', AS MORE PARTICULARLY DESCRIBED in HERE1NBELOW NrWHEREAS a proper petition for vacating certain portions of Burnett Ave- T nue South and South 8th Street, as hereinafter more particularly described, was duly filed with the City Clerk on or about June 20, 1972, and said Petition having been signed by the owners of more than two-thirds of the property abutting upon such portion of streets to be vacated; and WHEREAS the City Council by Resolution No. 1803 approved on July 10, 1972, and after due investigation did fix and determine the 21st day of August, 1972; at the hour of 8:00 P.M. in the City Council Chambers of the City of Renton to be the time and place for public hearing thereon; and the City Clerk haying given due notice of such hearing in the manner provided by law and all persons having c'een heard appearing in favor of or opposition thereto; and WHEREAS the Planning cri mission and the Public Works Department having duly considered said petition and said vacation and having found same to be in the public interest and for the public benefit and no injury or damage to any person or properties will result from such vacation; and NOW FORE, THE CITY COUNCIL OF THE CITY CIF RENTCN IX) CtIN AS 1 FOLLOWS: • SECTION I: The following described properties, to-wit: That portion of Burnett Ave. S. lying between Blocks 1 and 2 of Walsworth's First Addition, as recorded in records of King I County in Vol-me 6 of Plats, page 23, EXCEPT that portion of 7th Street EXtension to Grady Way and also EST the right of way of Grady Way. That portion of ,8th St. (S. 8th Street) abutting Lots 12 and 13, Block 2, and Lot 12, Block 1, of said Walsworth First Addition, EAT that portion of the Burnett Avenue South Extension (SR 515); all situate in Renton, King County, Washington. 1 - 1 - . _ . - I . • . SECTION II: This Ordinance shall be effective upon its passage, approval . • • and five days after its publication, unless otherwise provided for bereinabove. A certified copy of this Ordinance shall be filed with the Office of Records and Elections, King County, and as otherwise provided by law. u) J3 PASSIM SY TBE CITY CCUNCIL this 13th day of May, 1974. Z% CV 4") r . . t-- Ailit./..il 77,cgd-e< Delores A. Mead, City Clerk . . APPROVED BY TBE MAYOR this 13 th day of May, 1974: • Garrifaal.:1;k1111113"(.17°1 Approved as to form: d :117q/Ke Gerard M. Shellan, City Attorney Date Of Publication: 5-17-74 - 2 - • • • • naGOIRi1L1D• u- FILED for Record at Request of _ uUEsT�a� r ILED for Record at Request 4xi974 ISM 29 k•t t I 4 t CI EN! F THE Q=Y LZrR= Gie,L::TOR G UM1LL iV]varm. RECORDS & ELECTt='i r; GT RENTON,WAS p H :i KING ccur4TY.wAsh C 0 S 'O '-I • O 0 • • � , I ...... e,- 1 s( C3) . . • _ .. ' NOTE: SCALED FOR 11"X 17" OUTPUT ' n [AutoNatio ,.. ,. . -, . .. . A I .. - .• •" DESIGN 98-3169 NUMBER DATE 9-14-98 PROJECT AUTONATION P3 ADDRESS (TBD) CITY/STATE RENTON,WA • . :-. .. •" '. -., ,- ,„,.r*,;,.-",. .2.'"-t,Cr; :--t.........i.t-- -,.-,„..4E,;.',.."4: !!!',.t...":,'!",- T:4,, -...:-•,,,,,,......,t17,---,,,,--;,.• • SALES WLF REP. - ''',v.,.,,,'-',.• • . 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RETAINERS - PAINT FILLER i AND RETAINERS WHITE- INTERNALLY o �,�N' °'"�:;:.,4.P';M=s; d P;;: :. ,: ; . , .. .., ILLUMINATED WITH (24) 400 WATT >,s � _.,:=..:f .fir; _.,,..z.xq .-; r ;, e -a i,: Y .r,., a pP �w�W«.:44.;{4,i.. ;, � ', 04 A MERCURY VAPOR LAMPS :: c i"�" M� . , •; ' ' h' 3M PANAFLEX GPS FACES M Y 1,trt °k :,.4,1:. • .,,..:..• . A ,-F 7 }) 830-116 BACKGROUND A k.. 3 • • _ "���!'������� rF � "u';���:':E ��'� � :: �''�. ����; GREEN BA UND "'i e'ice+„ '.;.,:a:;s i A ,,, r;,",4' jagiabaigi.:, '... :f ; Cs *- :40;:1 �r� a�;:ii• =,i , -••• Z. WHITE •COPY AND LOGO BACKGROUND ,. ,• i� a: #.i � � ; p ate'' •7 y, •, s.3k,.,� ;5 K 's � ri r`=,.F_ TOP SECTION','' =„r' ? p<ro eRat � OF LOGO TO BE 3630-53 RED :_„.„ a�� i ti ! ¢ d; i'�; { fly r !A -,Y t� _ _,`� , j' 'ri6i' : a;F " ta ,f SECTION OF LOGO TO BE , , =r � .. y$ LOWER _..'h `a �,:. . • „. ",` ,,. , VT 2522 BLUE WITH WHITE" USA" COPY '4 4 ,, a '`• ;,''''c• .° 7725-12 BLACK VINYL "SM " ,,. . .063 ALUMINUM FAB. D/F CABINET { { PAINTED WHITE - INTERNALLY ILLUM. WITH (8) 250 WATT [,:•,:. MERCURY VAPOR LAMPS = '' -' ft Q 3M #945 FLEXIBLE FACES 0 i VT-2522 BLUE BACKGROUND o L"; s o WITH WHITE SHOW-THRU COPY co :4 • STEEL PIPE SUPPORT PAINTED :. ;", PMS 429c GREY t UPPER STAGE-20 DIA. .375 WALL MIDDLE STAGE-30" DIA. .375 WALL _ f ,-, LOWER STAGE-42" DIA. .375 WALL `,,k `':;. i 6'-0" DIA.X 18'-0" DEEP CONCRETE111 f ... ' PIER FOUNDATION >' t "° :45,:'.: . EXACT SUPPORT AND FOUNDATION i`' `' SIZE TO BE DETERMINED PER LOCATION PER LOCAL CODES, .< '`.`; WINDLOAD, SOIL CONDITIONS, ETC. =i — . N TE- 277 VOLT ,;,, 0 co T /^\ ♦ ^ �J ' I 6'-0" I D/F ELEVATION ( ANP-400 W/ SC-90 ) 1/8"=1'-0" END VIEW • W y I `'1 mmznnnnnvvimE z to n ~ ~ H K O _, CR CN xM .. q Ada Xz 1x Z���p��nm o o ' m n v "' Z `,' ami m IXI o mzWs' lad -io - •iz �0A. 1 m o z i n n n '^ 70A A i� ?"•.• zma w* .w ^ '--I A� �� W 0 xi a-- ,:,2 '''-•' [zi A m m AO r r—vDDDr'N<x z -I y o 0 rc1 D 3 '^D�?zmDm<1 r A to < y ��• .°s. p NNin 3 ' 2,nowz A A 5 ._I mCO .. ;N (iiIo rnm j y y Q .. to CO ��, to F.' Z o AC M NOTE: SCALED FOR 11"x 17"OUTPUT �- . SIGN 3 AutONation I 13'-8" ■ .125"ALUMINUM PAN PANEL r .._1 I FACES W/5" RADIUS CORNERS - PAINT TO MATCH PMS 429c GREY USA/ 5.563"O.D. STEEL PIPE i 580-77 GREEN REFLECTIVE SUPPORT ( .258 WALL ) Fr Nätio t,` VINYL BACKGROUND -a: 580-10 WHITE REFLECTIVE VINYL uBORDER, COPY& LOGO BKG'D NMB�� SLEEVES ( .4 32 WALL ) 111111 5" HIGHSHT OF 'DATE 9-14-98 AMMO! • TOP SECTION OF LOGO TO BE ADDRESS O �I n (TBD) O CV � 5 xs x .- Z, - CITY/STATE 580-72 RED REFLECTIVE VINYL 1,2344FAUTQNATI� �N,xWAY ` " 1 . LOWER SECTION TO BE 580-76 3/8"SET SCREWS FRONT, RENTON,WA '� r °'. S LT. BLUE REFLECTIVE VINYL - COPY BACK& OUTSIDE EACH SALES 'f; REP. WLF " USA"TO BE WHITE REFLECTIVE SLEEVE VINYL SHOWING THRU DESIGNER MAB 5ieWELD SLEEVES TO TS 3"x 3"x 3/16" HORIZONTAL APPROVED BY DATE : . . li 7725-12 BLACK VINYL" SM "` U MEMBERSSALES` t---.-.'...:.. ...... e,v_ 1 PT / LOWER SECTION TO HAVE HORIZONTAL SUPPORT DETAIL ESTIMATING 580-71 YELLOW REFLECTIVE ENGINEERING VINYL D/F ELEVATION ANM-55 3/8"=11-0" 7 25-162 ACKGROUND BLACK V NYWITH 1��=1�-0'� LL LANDLORD COPY AND BORDER .125"ALUMINUM FACES WITH 1"x 1"x 1/8"ALUMINUM REVISIONS ñ13'-8" '� II ANGLE RETURNS/ FRAME a 6.625 O.D. STEEL PIPE TS 3"x 3"x 3/16" HORIZONTAL SEE HORIZONTAL..„ ,- ( .432 WALL) SUPPORT SUPPORT MEMBER SUPPORT DETAIL \l, CAP - COVER TOP WITH T„ ;1•• 1/8" STEEL PLATE -- ■II Li, ,....:.>-,.;:...., �.:.....>�-.�.:.-:.. „::..w_, -.:,-.,:.. :....:..:..:.:. :.:...:.::-_,�:-:::.'u.:-::<a, ..._:._.._._.:.._. .. .i: WELD & GRIND SMOOTH - U ANGLE IRON CLIPS WELDED PTM PMS 429C GREY TO HORIZONTAL STEEL TUBE BILL OF MATERIALS 1 1/2" SQUARE STEEL■-►� ,-' ~ -••. _ § N ? + . B A TUBE VERTICAL BRACES : •■ TS 3"x 3"x 3/16" q I HORIZONTAL SUPPORT 0 t i MEMBERS 1'-10" O.C. - fp r . _. ._..>.:.. ..:: ,::..;.; :: - TM PMS 429c GREY ' .. I is `� - i SECTION A 1 1/2"=1'-0" 1 1/2"x 1 1/2"x 3/16" ■ l'• • 5.563" DIA. STEEL PIPE ANGLE IRON SAG BRACES SUPPORTS - [-- r PTM PMS 429c GREY DISTRIBUTION OF PRINTS \ , .125"AL : _,> I FACESMASTER ❑ HEAT TRANS. 0 WITH 1"x 1"x I/O ALUMINUM ELECTRICAL VINYL 0 • SIGN EXTERNALLY STK,ROOM ❑ SCREEN 0 0 ILLUMINATED FROM ANGLE RETURNS/ FRAME CUSTOM 0 LTR-ASMBLY. ❑ Cr GROUND BY OTHERS - L CAM 0 AWN ASSEMBLY o 277 VOLT 1111111M. TS 3"x 3"x 3/16" HORIZONTAL ALUMINUM El AWN.ASMBLY.❑ SUPPORT NEON R. ❑ PATTERNS ❑ • 1-� 1 NEON 0 INSTALL 0 MEMBER 12" ✓�'' \ • 1'-0" DIA. X 4'-0" PLEX 0 FILE 0 PAINT 0 0 fi DEEP CONCRETE ANGLE IRON CLIPS WELDED TOTAL PIER FOUNDATIONS TO HORIZONTAL STEEL TUBE �3 Chandler D/F ELEVATION ANM-55 3/8„=1'-0° SECTION B _ ;_. ._:_... 1 1/ =1'-0" --., Signs E:' , , C :-'r: , 3201 MANOR WAY 214-902-2000 j `1:;" DAI I AS,TX 75235 FAX 214-902-2044 1-:-- THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED -- --— -— _, BY CHANDLER SIGNS,INC.,PALLAS.Tf7lAS NOTE: SCALED FOR 11"x 17" OUTPUT x . ■.1�25"ALUMINUM PAN PANEL FACES W/ 2" 3'-6" 2" . � - - , I 3-6 I & B RADIUS TO MATCH PMS 429c GREY C - PAINT FACES,ORNERS l I I SIGN 5 ' AutoNation USA ED II 580-77 GREEN REFLECTIVE VINYL BKG'D - Ellgall ( 580-10 WHITE REFLECTIVE VINYL BORDER, _ • — s' COPY, AND LOGO BACKGROUND I, • mil ;.(•,...,:.N'Y*,>2-r•'=-',i`x,,.<.;7•,";. «i s,.s�;sy,.z-,,, vs;'•:`' '�i..;.;,r. ,i8.: TOP SECTION OF LOGO TO BE 580-72 RED _ I NUM ER 98-3169 1 AutoNation REFLECTIVE VINYL - LOWER SECTION TO I WK ORDER g BE 580-76 LT. BLUE REFLECTIVE VINYL- : I NUMBER N COPY" USA"TO BE WHITE REFLECTIVE co I ADDRESS OF 'DATE 9(TBD) 1 -;,_ . . . ��� VINYL SHOWING THRU CV r L• (TBD) I T B A CITY/STATE RENTON WA"_ . M®I 7725-12 BLACK VINYL" SM " I WLF +' �o .,,,: .'r.w,'.::o...; s< .,,..� ;£ SALES _ .: REP. ■LOWER PANELS TO HAVE 580-71 YELLOW _ _ I _ O — ` ° BACKGROUND WITH 7725-12 BLACK _ s Q DESIGNER MAB _; n.. `„•. µ a, zr,, , > VINYL COPY AND BORDER k Q _ ;%'<¢'=mow.; r, ,f t v \ -.\ - in D LI 'ERY ENTRAI eE' N /1/r \ APPROVED BY DATE g .,•:._,: ... ., ,- ;:';; •,,: . ;': � ,C-"�: , „ I SALES 3 5 0 D STEEL PIPE ( 216 WALL) � '� -•' -� " r �:,::,-:.:;.h; .. : :z=: ::,:,;:ro4 :;> ; SUPPORT CAP - COVER TOP WITH I y i ART DEPT. n 1/8" STEEL PLATE - WELD & GRIND — a-` ESTIMATING : SMOOTH - PTM PMS 429c GREY SEE HORIZ. ENGINEERING SUPPORT a CLIENT 1 1/2" SQUARE STEEL TUBE HORIZONTAL• t DETAIL LANDLORD ? SUPPORT MEMBERS ( .125" WALL ) ' a k 4 s V 1'-6" 0.C. - PTM PMS 429c GREY i REVISIONS zi- PIPE --- v , - - SUPPORTS PTM PMS 429c GREY SIGN EXTERNALLY ILLUMINATED FROM = a ■ GROUND BY OTHERS - 277 VOLT o w (V w 9" DIA. X 2'-0" DEEP. CONCRETE • � _ �+�_ • PIER FOUNDATIONS 9. BILL OF MATERIALS DIA. I D/F ELEVATION - ANMDF-11 3/4"=1'-0" D/F ELEVATION - ANMDF-11 3/4"=1'-0" 2.875" 0.D. STEEL PIPE SUPPORT ( .203 WALL) .125"ALUMINUM FACES WITH 1"x 1"x 1/8"ALUMINUM 3.5" 0.D. STEEL PIPE ANGLE RETURNS/ FRAME III SLEEVES ( .216 WALL ) 3" HIGH 1 1/2" SQUARE STEEL TUBE .125"ALUMINUM FACES DISTRIBUTION OF PRINTS , I WITH 1"x 1"x 1/8"ALUMINUM MASTER 0 HEAT TRANS. ❑ HORIZONTAL SUPPORT MEMBER ANGLE RETURNS/ FRAME ELECTRICAL❑ VINYL ❑ E 3/8" SET SCREWS FRONT, r;Q • LCUSTOM ELECTRICAL ❑ SCREEN 0 BACK& OUTSIDE EACH --- -- - ❑ LTR.ASMBLY. 0 1 1/2" SQUARE STEEL TUBE CAD ❑ ASSEMBLY 0 SLEEVE ANGLE IRON CLIPS WELDED LL --- CAM ❑ AWNING El HORIZONTAL SUPPORT MEMBER ALUMINUM ❑ AWN.ASMBLY.D TO HORIZONTAL STEEL TUBE _ CHNL.LTR. 0 PATTERNS ❑ Plig WELD SLEEVES TO 1 1/2" ANGLE IRON CLIPS WELDED PNEON 0 LEX ❑ I FILE 0 SQUARE STEEL TUBE PAINT ❑ ❑ HORIZONTAL SUPPORT I[ TO HORIZONTAL STEEL TUBE TOTAL MEMBERS , , , - ;;_ .t;_; ;�Y;>>,':, =;t . Chandler HORIZONTAL SUPPORT DETAIL SECTION A 1 1/2"=1'-a' SECTION B 1 r/2�r=1'-a' - 1 1/2"=1'-0" Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED N. BY CHANDLER SIGNS.INC.,DALLAS.TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT 1 14'-9" - `• ,•. II I AutoNation Is I s'-8 T�z" ills'-8 1/2' IsNI SIGN 7 - fir. 7"H x 12" DIA. FAB. ALUMINUM • USA SUPPORT CAP PAINTED TO MATCH PMS 429c GREY /. . 1.125"ALUM. 2" DEEP PAN PANEL FACES ■ • • DESIGN • r NUMBER 98-31697. W/6" RADIUS CORNERS - PAINT FACE, -- . �' WKORDER SIDES & BACKS TO MATCH PMS 429c GREY AUt ,QI ton ,,,, NUMBER SKI OF 'DATE 9-14-98 580-77 GREEN REFLECTIVE VINYL a � .L jr.I Ei ADDRESS (TBD) USA BACKGROUND - �" L • ;ir CITY/STATE RENTON,WA 580-10 WHITE REFLECTIVE VINYL "✓° i „n�C' *mow r . ° x 1 :11: SALES WLF BORDER, COPY& LOGO BACKGROUND t-.am-°' A=' _ , = r REP TOP SECTION OF LOGO TO BE 580-72 RED C� .. J ` L. / DESIGNER MAB REFLECTIVE VINYL - LOWER SECTION TO ': -- APPROVED BY DATE BE 580-76 LIGHT BLUE REFLECTIVE VINYL - I; is lid SALES I Ili iii in COPY" USA"TO BE WHITE REFLECTIVE ART DEPT. VINYL SHOWING THRU ESTIMATING ENGINEERING 7725-12 BLACK VINYL"SM " 4 II ..:, CLIENT LANDLORD SIGN TO BE EXTERNALLY ILLUMINATED WITH ■ GREENLEE TYPE SL2 METAL HALIDE LAMP REVISIONS 4 _ FIXTURES - ( 4 ) REQ'D PER SIDE - 3'-6" 0.C., 3'-6" FROM FACE - 277 VOLT 10.75" DIA. ( .365 ) STEEL PIPE SUPPORT • fp PAINTED TO MATCH PMS 429c GREY o / xk .. C, f. h K • x. _ BILL OF MATERIALS y� O Ts-- Al!. A I41. Dll - ''' ' a' • t • 8 , 1. - & sue' ;; '-, OPPOSITE FACES DISTRIBUTION OF PRINTS I i MASTER 0 HEAT TRANS. 0 l •t•>� x AA'-'‘ ', ELECTRICAL 0 VINYL 17 a ' STK.ROOM 0 SCREEN ❑ a. CUSTOM 0 LTR.ASMBLY. ❑ . CAD 0 ASSEMBLY 0 t � CAM 0 AWNING 0 tit T ALUMINUM 0 AWN.ASMBLY.❑ --- .. ':1 5'-0"SET BACK CHNL.LTR. 0 PATTERNS ❑ ",' �;r_ NEON 0 INSTALL 0 FROM CURB ' 1 • 'r PLEX 0 FILE 0 mS a PAINT 0 ❑ tat'. ;� _ ,e , TOTAL 11 T_ ' chandler q�- s _ ns D /F ELEVATION AN-OHD _ Sig �/� �O 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS.INC. AU.RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLAS.TEXAS • - NOTE: SCALED FOR 11"x 17" OUTPUT I 14'-9" 16"I 6'-8 1/2" 141 6'-8 1/2" I sD I SIGN 8 Autollation 7"H x 12" DIA. FAB. ALUMINUM • I M �c A- SUPPORT CAP PAINTED TO USA .} MATCH PMS 429c GREY .125"ALUM. 2" DEEP PAN PANEL FACES 6 NUMBER 98-3169 W/6" RADIUS CORNERS - PAINT FACE, °`, WKORDER ' � SERVICE: NUMBER SIDES & BACKS TO MATCH PMS 429C.GREY sllr OF 'DATE 9-14-98 TOP PART: 580-77 GREEN REFLECTIVE :_ P `, - I„ CENTE ADDRESS (TBD) VINYL BACKGROUND WITH 580-10 WHITE 4 � L"' SALESCITY/STATE RENTON,WA REFLECTIVE VINYL COPY & BORDER - `— , �'.N;" __ .s,-Me<.5�-� .1.�, .,,,;,�,.T,... ���-. -�' .,`�- > �i :,��„� cis �s � SALES I -,�, �< ���, � x � Y WLF x'� '.�',;5 l:� REP. LOWER PART (WHERE APPLICABLE): 580-71 °x 4. <,< : •: :AH'EAryfi, r< rT YELLOW REFLECTIVE VINYL BACKGROUND — = •.;,el ." -. -; ., _•: . „ , .' DESIGNER MAB WITH 7725-12 BLACK VINYL COPY & BORDER - - ^ w Va � - APPROVED BY DATE TOP SECTION OF LOGO TO BE 580-72 RED Ti i;i III tit SALES REFLECTIVE VINYL - LOWER SECTION TO BE '< ESTIMATING 580-76 LIGHT BLUE REFLECTIVE VINYL - ENGINE RI ���' ENGINEERING COPY" USA" &SHIELD OUTLINE TO BE 4 ,� CLIENT WHITE REFLECTIVE VINYL SHOWING THRU - LANDLORD 7725-12 BLACK VINYL" SM " REVISIONS SIGN TO BE EXTERNALLY ILLUMINATED WITH ■ - GREENLEE TYPE SL2 METAL HALIDE LAMP .: FIXTURES - ( 4 ) REQ'D PER SIDE - 3'-6" 0.C., 3'-6" FROM FACE - 277 VOLT ? q 10.75" DIA. ( .365 ) STEEL PIPE SUPPORT ■ ► PAINTED TO MATCH PMS 429C GREY `-r. '''::- 1‘,'?4,,gfp.-;:ww-rvity4,441tiv_ .f ,- b _ .gyp • : — I _ BILL OF MATERIALS AutoNat ,o % ANKYU ,,, ,gttv, . ems`£ a, �' -= USA€ Icome 4 vz s '1,e,4, ,*-:-. - . , 5T A.,,, g'P'"--..e..f-."'..W.-*'..,-, 7,44, rk, p ,,, A,= 4, .,,--,,i,” ,,,,w+-„,-,4. - .:;t0-0,.. 4,14,,, [:‘,--.--:-.:440,--0,„„7:41 ,,,,,,-4-:, if,-,,', ,,arvic- . , OPPOSITE FACES y* 1D"`' � DISTRIBUTION OF PRINTS MASTER ❑ HEAT TRANS, 0 1 1 _ It _ ELECTRICAL 0 VINYL ❑ - - 1� GUSTOSTK.R OM ❑ SCREEN 0 ii CAD TOM 0 0 ASSEMBLY LY. 0 ^ a aa - CAM -0 AWNING ❑ ALUMINU hi. IF" ' u-. 11 �7 v. , ' el ' CHNL.LTR. 0 PATTERNSBLY.❑❑ "" 5'-O" SET BACK NEON 0 INSTALL ❑ , t C PLEX ❑ FILE ❑ FROM CURB ',;,1 ` cl L= PAINT 0 ❑ I , . 1;.,,. � Y1 TOTAL r"",. ., .- I . _ , — ___ — r > Chandler D/F ELEVATION - AN-OHD 3/8"- 1 -0" 3201 MANOR WAY !,4-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS.INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC..DALLAS,TEXAS °`. > ` . NOTE: SCALED FOR 11"x 17"OUTPUT 14'-9" , I I 611 ,a, 6„ SIGNS 7,8 Au'tOIC�zt1Q1'1.;' In 6'-81/2" 1 1 6'-81/2' I I . - - 7"H X 12" DIA. FABRICATED ■ �� _ USA ALUMINUM SUPPORT CAP - r , PAINT TO MATCH _ — — .—,• .• PMS 429C GREY '�� 1 , ; i'�_ 1,.. I I I - DESIGN V" ;% .,- fi F.; ;,ri?: %,'" `'K kM ',mot,' ,;,, /-,F,a• ' c- NUMBER 98-3169 15; WK ORDER NUMBER i',V7/k iO SHT OF 'DATE 9-14-98 N ;' ADDRESS (TBD) CITY/STATE RENTON,WA ;V:— ,g; ,r::",�:'- n< ,: , SALES ,,;-if „ . .di ,.'.<i'.. .' . •} 'F . .. . . °,; "' "' • = REP. WLF ``` I . '1 i` ;� 'g., - DESIGNER MAB (2) TS5x5x1/4 HORIZONTAL I MEMBERS 2'-8" 0.C. ( CAP ENDS ) ` At v"a % APPROVED BY DATE PAINTED TO MATCH PMS 429C GREY ,,, �,i �;i ��� SALES ( 2" SQUARE STEEL TUBE VERTICAL ARTDEPr. BRACES WITH 2" x 2" x 3/16" ANGLE ESTIMATING IRON SAG BRACES ) ENGINEERING 4 11 ;3, CLIENT SIGN EXTERNALLY ILLUMINATED • = LANDLORD W/ GREENLEE TYPE SL2 METAL q HALIDE LAMP FIXTURES - o REVISIONS ( 4 ) REQ'D PER SIDE - 3'-6" 0.C., `D 3'-6" FROM FACE - 277 VOLT N 10.75" DIA. ( .365 ) STEEL PIPE • o SUPPORT PAINTED TO MATCH PMS 429c GREY // 'J- BILL OF MATERIALS 3'-0" DIA. x 7'-0" DEEP ■ I 5'-0"SET BACK CONCRETE PIER FROM CURB FOUNDATION DISTRIBUTION OF PRINTS ANS.r MASTER 0 HEAT TR 0 ELECTRICAL❑ VINYL 0 STK.ROOM ❑ SCREEN ❑ I CUSTOM ❑ LTR.ASMBLY. 0 I CAD 0 ASSEMBLY 0 - d CAM 0 AWNING 0 O W ALUMINUM 0 AWN.ASMBLY.❑ <•L'�;, - F Ili CHNL.LTR. ❑ PATTERNS 0 NEON ❑ INSTALL ❑ I. I - "`L', _, _ PLEX 0 FILE 0 `� PAINT ❑ ❑ I 3'-0" I ` �`; TOTAL �r DIA. e j c' Chandler D/F ELEVATION - AN-OHD 3/8"= 1 '-0" -� Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF,CHANDLER SIGNS,INC. AU.RIGHTS TO RS USE FOR REPRODUCTION ARE RESERVED NY CHANDLER SIGNS,INC.,DALLAS,TEXAS �._ NOTE: SCALED FOR 11"x 17" OUTPUT SIGNS 7,8 AutoNation f.r DESIGN NUMBER 98-3169 WK ORDER NUMBER SHT OF I DATE 9-14-98 ADDRESS (TBD) • CITY/STATE RENTON,WA SALES WLFT 12" DIA. FAB. .063 ALUMINUM■ DESIGNER MAB --Quemb_ DECORATIVE COVER IN (2) illn PIECES. - TOP & BOTTOM -.-----� APPROVED BY DATE 1/4"I PIECES ARE CAD ROUTED , ,, / SALES ;+ ''q ART DEPT. TS 5" X 5" X 1/4" 10.75" DIA. STD. STEEL• �" ESTIMATING _ SUPPORT (.365" WALL) ENGINEERING -- CLIENT _. ......._... .»....._._... .._.��': - - LANDLORD • TS 5 x 5" x /4 •a 11 1 11 is/f` \- / REVISIONS iY? I1 TAB WELDED ■ L ..:..- : 1111WA.."" • TO ONE SIDE FABRICATED ALUMINUM 1/a" & RIVETED DECORATIVE COVER PIECES + TO OTHER ( SEE DETAIL TO RIGHT ) IN FIELD STEEL CLIPS WELDED TOP ■ " ///// BILL OF MATERIALS 10.75 DIA. STANDARD STEEL •�• SUPPORT (.365" WALL) , & BOTTOM EACH SIDE FOR ATTACHING COVER TO POLE HORIZONTAL SUPPORT DETAIL TOP VIEW SUPPORT/COVER DETAIL AN-OHD 1 1/2"= 1 '-0" AN-OHD 311 1 1-Oil DISTRIBUTION OF PRINTS MASTER ❑ HEAT TRANS. ❑ ELECTRICAL 0 VINYL 0 STK.ROOM 0 SCREEN 0 CUSTOM 0 LTR.ASMBLY. ❑ CAD 0 ASSEMBLY 0 CAM 0 AWNING 0 ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 NEON 0 INSTALL 0 PLEX 0 FILE 0 PAINT 0 0 E,,".: TOTAL ,? Chandler - ;, ,c.: �i Signs 3201 MANOR WAY 214 902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. .� ALL RIGHTS TO ITS USE FOR REPORE. RODUCTION ARE RESERVED BY CHANDLER SIGNS.INC.,DALLAS,TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT 1/4" STEEL• 81/2' SIGNS 7,8 AUONatt011 .., , , , • rkmilt (2) TS 5 x 5 x 1/4 HORIZONTAL MEMBERS . , r .:USA 11 11 11 • J--. - :- 4. NJ • DIA- HOLES 7'/4 (BOTTOM MEMBER SHOWN) :: -! FOR 3/8" BOLTS DESIGN NUMBER .125" ALUMINUM 2" DEEP PANEL FACE WITH • ' W ORDER 98-3169 NUMBER FABRICATED 6" RADIUS CORNERS r ;Y SHT OF IDATE 9-14-98 g ADDRESS (TBD) k G - O. s .- CITY/STATE RENTON,WA (3) VERTICAL 2" x 2" x -125" EXTRUDED • � ALUMINUM C-CHANNELS WELDED TO CENTER OF BACK & AT SIDE PERIMETERS OF EACH FACE .� . .K REPS - AB An, .;!'2 A" 4n, DESIGNER MAB -N =� c_ 00 , :j.a • IA,,,,,,, APPROVED BY DATE ~ PANELS MOUNTED TO HORIZONTAL MEMBER • SALES IN (6) PLACES WITH 3/8" DIA. BOLTS THRU ARTDEPr. ANGLE IRON CLIPS & CHANNEL FLANGE ESTIMATING ENGINEERING CLIENT 441 O O LANDLORD 2" x 2" x 3/16" SQUARE STEEL TUBE • LAMP BRACKETS - PLATE MOUNT REVISIONS TO HORIZONTAL STEEL TUBE - 2" x 2" SQ. STL. TUBE PAINT TO MATCH PMS 429c GREY (see detail of plate this page) - NOTE: BOLTS WELDED TO TOP OF TOP PLATE 1" x 2" x .125" EXTRUDED ALUM. ANGLE — I PLATE DETAIL 3"= 1 '-0" AROUND TOP & BOTTOM PERIMETERS, AND .125" FAB. ALUM. RADIUS CORNER RETURNS — L AN-OHD BILL OF MATERIALS GREENLEE SL2 METAL HALIDE 277v LAMP FIXTURES - U.L. RATED FOR 2" WET LOCATIONS { - 1 1/2" x 3" STEEL CHANNEL • • LAMP BRACKETS _ L. CV T • 3" x 3" x 1/4" • -- - -• 1" DIA. SEALTITE MALE CONNECTOR DISTRIBUTION OF PRINTS ANGLE IRON CLIP 2" WIDE 1/2" DIA. SEALTITE FLEXIBLE CONDUIT MASTER ❑ HEATL 0 TRANS. ❑ WELDED TO ELECTRICAL SCREEN ❑ END OF " CUSTOM ❑ ASSEMBLY 0 CHANNELill _.. -.__— 3-6 __ - ____ CAM ❑ AWNING ❑ ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 1" DIA. THREADED • 1 x NEON El INSTALL 0 PLEX ❑❑ FILE ❑ CONDUIT �W_ I :._ .:: - PAINT ❑ � _,. _ .._._..� ...:... ...... .... .... . .- .. .._.__......-. .-.._ . .. ... ...... -. .. ... >.... . ... .._ .._. __.;.m__ . _..... _w_ �._."_.� �..._.w.___. - .. _- ....."- J.. TOTAL WEATHERPROOF H.V. % . _ ___ J-BOX CONNECTOR 4 ., - Chandler Signs SECTION A AN-OHD 3 = 1 O NOTE: 277 VOLT SERVICE 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLAS,TEXAS 1 NOTE: SCALED FOR 11"x 17"OUTPUT SIGNS 10,11,12,13,14 AutoNatuon ( .. PRELIMINARY PROTOTYPE 3 ELEVATIONS ° , USA • NUM ER 98-3169 WK ORDER ..../.....-. NUMBER - - -- >� Ei ' ' • SHT OF J DATE 9-14-98.": AutoNatlon [USA I _ I ADDRESS _� T `'' '®'■� �� !1!1!L � � Service Center "^S :4 4u ck Lube�, a (TBD) Lo.� NM= CITY/STATE (- >.. w,: RENTON,WA IWLFz REP.SALES .^r€_ ,�W. �; t,.d zsca . rr.�Nl,. % 16Rim.'�IR. /\ 21 kkIr�G�� MAB - -— — — — ..., MNa MN 4..r \'. �. �,�.` DESIGNER APPROVED BY DATE SALES TYPICAL FRONT ELEVATION ( ANCL-5 /ANSH-5, AN-SVCTR w/SCLI's, AN-QKLB w/ QLLI's) 1"=301-0" SIGNS 10,11,12 ART DEPT. ESTIMATING INTERNALLY ILLUMINATED LETTERS/SHIELD-SERVICE CENTER S/F CABINET W/LANE INDICATORS -QUICK LUBE S/F CABINET W/LANE INDICATORS ENGINEERING CLIENT , LANDLORD af3'''x*-J / i. ,:'' - REVISIONS _: .. v,„ . . 0 . i.s. E 'ik". —".4—4, on ,,,,...,,,, F 51 • _ ,�I _ _ Yi. yT 't r.- 'R z a °� ® 1 BILL OF MATERIALS TYPICAL PARTIAL SHOWROOM REAR ELEVATION ( ANCL-5 / ANSH-5 ) 1"=30'-0" SIGN 13 INTERNALLY ILLUMINATED LETTERS/SHIELD ,f, } /�.. ',-' r,,,, e W VA o `� tUSA' " DISTRIBUTION OF PRINTS F /JJ!!LJ! ! !!!! !1I!Il!!I. / ELECTRAL❑•4 I CUSTOM ❑ LTR.ASMBLY. ❑ = x rU11111T11!IiI tx ,#. '" ❑ ASSEMBLY ❑ •6 sz ill , I i $''�I ".! ;; ' -• �' ALUMINUM ❑ ASSEMBL BLY.❑ = — fs_',1`'--;.'I, c LI I1 jl:�i, L'�44 CHNL.LTR. ❑ PATTERNS ❑ NEON 0 INSTALL 0 FLEX 0 FILE 0 '�- PAINT ❑ 0 TYPICAL SHOWROOM SIDE ELEVATION ( ANCL-5 / ANSH-5 ) 1"=30'-0" SIGN 14 TOTAL INTERNALLY ILLUMINATED LETTERS/SHIELD �, Chandler ,, Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLAS,TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT - - . SIGN 10 AutoNatron • W USA ' • DESIGN NUMBER 98-3169 WK ORDER NUMBER SHT OF I DATE 9-14-98 ADDRESS (TBD) CITY/-STATE RENTON,WA 14'-0" 1 21SALE REPS WLF 8"RADIUS DESIGNER MAB CORNERS _ _--- -- - - - - - — C COVER b ,, _ _ __ ----- -- / \ -:,:�a�x.. APPROVED BY DATE � ', SALES RETAINER '`_'' ART DEPT. n \ r" I u i ck Lu be N.. ` J j •m:' :'--,.• ESTIMATING KEEPER Id1 ENGINEERING -,,t„,°`� ,' CLIENT fn - TENSIONER },. LANDLORD I ENTRANCE ABS DOWEL a REVISIONS — 1"X 1"X.125"ALUM.STRAP 1.'"�; CHANNEL SUPPORT @ 48"O.C. uuml� oME; 'W • S/F ELEVATION - AN-QKLB (WALL MOUNT) ` - >, RACEWAY(W/HAND HOLES FOR LAMPS) r _,. , ;` 1/4"=1'-0'L ,p,L: FLEXIBLE FACE <f . ,pz•r 22 GA. SHT. METAL BACK BILL OF MATERIALS SMALL A/FLEX FRAME ABC EXTRUDED ALUMINUM S/F CABINET - .x :t- _V PAINT WHITE - 1T�z'X 1�/z"X 3/16"ALUM. PROFILE ANGLES -.:,-- II. ;_ �4 INTERNALLY ILLUMINATED WITH 800 M.A. LAMPS - t < .. 2"X 2"X'/4"ALUM. MOUNTING ANGLES • TOP&BOTTOM :4,1 3M PANAFLEX GPS FACE: - � �,E,.;:�.•;��.y�-• VT-2522 BLUE BACKGROUND - WHITE COPY & BORDER CLIP-MOUNT TO BUILDING - CENTER ABOVE Quick Lube BAYS NOTE: ELECTRICAL OUT OF TOP HALF OF CABINET SECTION (NOTE: 277 VOLT SERVICE) 3"=1'-0" DISTRIBUTION OF PRINTS MASTER 0 HEAT TRANS. 0 ELECTRICAL 0 VINYL 0 STK.ROOM 0 SCREEN 0 CUSTOM 0 LTR.ASMBLY. 0 • CAD 0 ASSEMBLY 0 CAM 0 AWNING 0 ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 NEON ❑ INSTALL 0 PLEX 0 FILE 0 PAINT 0 0 TOTAL _ l .. _,•'. , _ 1, ,- Chandler _ �;L Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS.INC.,DALLAS,TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT • 48„ SIGN 10 -AutO.Natlon, 43 5/8" . - �� I I ' NUMBER 98-3169 WK ORDER NUMBER SHT OF I DATE 9-14-98 ADDRESS — (TBD-) - - - - CITY/STATE RENTON.WA ----- __ ----- -------- - - --- ------ - REPSALS WLF DESIGNER MAB — r APPROVED BY DATE SALES ART DEPT. 1,41 V ESTIMATING ENGINEERING CLIENT LANDLORD REVISIONS \ / S/F PANEL LAYOUTS - AN-QLLI 1"=1'-O" ` BILL OF MATERIALS ter ,. FLAT .125"ALUM. PANELS PAINTED WHITE WITH 581-10 WHITE STUD MOUNT SIGN FLUSH TO x REFLECTIVE VINYL OVERLAY - BUILDING AS REQ'D . .: 580-76 BLUE REFLECTIVE VINYL BACKGROUND WITH WHITE -. :. REFLECTIVE VINYL COPY & BORDER SHOWING THRU - ALUM. NUT WELDED @ EA. CORNER "b r'"- DISTRIBUTION OF PRINTS iF' MASTER ❑ HEAT TRANS. 0 STUD-MOUNT FLUSH TO FASCIA, CENTERED OVER QUICK LUBE BAYS, ALUM. STUDS ATTACHED IN FIELD 3';, `' ELECTRICAL VINYL ❑ ON PAINTED YELLOW HORIZONTAL STRIPE AS REQUIRED -. CUSTOM 0 LTR.ASMBLY. ❑ Z '"" CAD ID ASSEMBLY ❑ It?'� " CAM ❑ AWNING ❑ ALUMINUM ❑ AWN.ASMBLY.❑ 'if' CHNL.LTR. 0 PATTERNS 0 NEON 0 INSTALL 0 `fy'$-z PLEX ElFILE 0 PAINT 0 0 TOTAL MTG. DETAIL HALF SIZE ( Chandler ° ::; :� __ Signs I,;,- 0l`C kft j 3201 MANOR WAY 214-902-2000 r DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS.INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE-RESERVED -BY CHANDLER-SICK-MO,DALLAS.TEXAS 4. NOTE: SCALED FOR 1111 x 1711 OUTPUT s SIGN 11 AutoNation e - USA NUM ER N 98-3169 WK ORDER NUMBER SHT OF I DATE 9-14-98 • ADDRESS (TBD) • - --- _ _CITY/STATE - RENTON,WA __ _ ----- --- - ----- - --- _ REP.S WLF 8"RADIUS \, — — 22'-0" I 81�21 I DESIGNER MAB CORNERS I APPROVED BY DATE C-COVER- - - SALES ART DEPT. RETAINER ESTIMATING - ENGINEERING NI Service Cèñter KEEPER - IrI F- , CLIENT LANDLORD _ \ J TENSIONER REVISIONS _ 1 a ABS DOWEL 1"X 1"X.125"ALUM.STRAP / mu S/F AN-SVCTR - TRUSS MOUNT CHANNEL SUPPORT @ 48"0.C. sC 3/1611=11-0TI RACEWAY(W/HAND HOLES FOR LAMPS) �� FLEXIBLE FACE '-- M,-J' BILL OF MATERIALS SMALL A/FLEX FRAME ABC EXTRUDED ALUMINUM S/F CABINET - 22 GA.SHT. METAL BACK ► PAINT WHITE - . \ INTERNALLY ILLUMINATED WITH 800 M.A. LAMPS 11/2"X 11/2'X 3/16"ALUM. PROFILE ANGLES ► 2"X 2"X 1/"ALUM. MOUNTING ANGLES 3M PANAFLEX CPS FACE - VT 2522 BLUE BACKGROUND WITH WHITE COPY TOP&MIDDLE, MOUNTED TO AND BORDER ANGLE-IRON TRUSS SYSTEM CLIP-MOUNT TO BUILDING - CENTER ABOVE Service Center BAYS ON ANGLE IRON TRUSS SYSTEM - EXACT MOUNTING METHOD TO BE DETERMINED DISTRIBUTION OF PRINTS SECTION (NOTE: 277 VOLT SERVICE) 3"=1'_0NOTE: ELECTRICAL OUT OF TOP HALF OF CABINET MASTER 0 u ELECTRICAL 0 VINYL TRANS. ❑ 0 STK.ROOM 0 SCREEN ❑ CUSTOM 0 LTR.ASMBLY. ❑ CAD ❑ ASSEMBLY 0 CAM 0 AWNING 0 ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. ❑ PATTERNS 0 NEON 0 INSTALL 0 - PLEX 0 FILE 0 PAINT 0 0 TOTAL 1-,,, . P Chandler Signs . 3201 MANOR WAY 214-902-2000 =i�=' DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN 15 THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLAS,TEXAS • NOTE: SCALED FOR 11"x 17" OUTPUT SIGN 11 'AutoNation USA 48" , I. F DESIGN 98-316 9 t _ NUMBER ''- •A r,�. WK ORDER NUMBER keJ :#f„,.r A&'^ a'=. "duis,�'s��y:'��r,.'- 9�s'�w� '-c�R•�s��* ».•- s.,�i -vv=�'� i-. .a' .3'`s i. � r''`„:. Al .,,s'yP-_�, ` � ' 5;•�.4%i� "�. "�d' ":,e�m `I'we �" `'.� R�#w 1 ",V!:::,^ ' 9-14-98"s` ' yi ,A.4,— ' ,,,e� y ;fay a ". ✓- ` * h [^�itti.x •. --y. i z,,,, SHT OF DATE I ADDRESS ; n',-91',..` • yam CI -/ ATE RENTON,WA SALES -- - - -- --- - - REP. WLF — _ ----- - - --FLAT A25"ALUM. PANELS WITH 580-71 YELLOW DESIGNER MAB rrN-?rY xJ. sexy j:a_�A.i�._ %`;`_ `•1'vv:*:rS�'z'x - - _ - =;f,.-1- 2.; =< ',;m - .�_ REFLECTIVE VINYL BACKGROUND - — _ ` �, =w •:;,t,, N77 Y APPROVED BY DATE .� :.. 25 12 BLACK VINYL COPY AND BORDER - �`' ry �'" " PAINT BACK OF PANELS TO MATCH PMS 429C GREY _ `� .z;';a, a '' '��r:s ?»:v» SALES LA ` ,- '%• :'; .'".,1�T 'tip'"' CO ,,.`�1v+.,, "" i-s'"\ E ip°,�;r•�'Y.F,p,>.��..sgw•'i-� ART DEPT. ESTIMATING w ' --- ;,;`<- '"" =` '�_:" i`•`§```` " - 11" SQ. ALUMINUM TUBE SUPPORTS AND FRAME t 3 5, ., %:�,,4:',,z . .2* , - :*•c s. --',Oi ENGINEERING `', w. ?-' ::*ue , ` 7,: PAINTED PMS 429c GREY MOUNT CENTERED ,�-',.< ;",: A.x.•' ^� ^�:, ,:� �.;,i�.` `"" ` �`'.,a;�C py::."' CLIENT r.,....r:}'3 -',:::-.i.. . ., ._..- '".G:' �'''':'h'< • .4".>'.�u^Ys ,..a:'aye.'> rS£.: =- °--<• - . -.-_--` UNDER SERVICE CENTER BAY FRAMES W/— LANDLORD NON- CORROSIVE FASTENERS AS REQUIRED - BLOCKING TO BE PROVIDED BY GENERAL CONTRACTOR REVISIONS S/F ELEVATION - AN-SOLI . 1"=1L-o" END VIEW BILL OF MATERIALS 48" 48" - I I I I �.2:: - - ..�^- .<_: -- ,T—- _ Y- Zt 9 'aZ u3i . 4:1: _ 1 4/ 5 ::t - DISTRIBUTION I N F PRINT E T TRANS. i, 'z MASTER H A ❑ VI YL 0 :o ELECTRICAL N ❑ C EEN ❑ >a TK.ROOM ❑ S R ':;',` CUSTOM ❑ LTR ASMBLY. CAD ❑ ASSEMBLY ❑ CAM ❑ AWNING 0 ALUMINUM ❑ AWN.ASMBLY.❑ CHNL.LTR. ❑ PATTERNS ❑ NEON ❑ INSTALL 0 PLEX El 17 PANEL LAYOUTS - AN-SCLI 111=11-0LL PAINT ❑ FILE TOTAL f� Chandler ;. - .� Signs ' iJ)• _�i';.>` 4,::.I�', 3201 MANOR WAY 214-902-2000 ^ �I y DALLAS,TX 75235 FAX 214-902-2044 _�. THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC _ ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS.INC,DALLAS,TEXAS iri NOTE: SCALED FOR 11"x 17" OUTPUT SIGNS 12,13,14 AutoNation . DESIGN NUMBER 98-3169 WK ORDER NUMBER SHT OF 'DATE 9-14-98 ADDRESS (TBD) CITY/STATE RENTON,WA REP.SALES WLF DESIGNER MAB •APPROVED BY DATE SALES ART DEPT. I45L-O" ESTIMATING 34'-4" OI_CN I ENGINEERING I I I v J I CLIENT LANDLORD --- 172 SQ. FT. \_ 61 SQ. FT. \ REVISIONS I I ,, \ o N —I i4 — , , 1 — • — -�--- LTRS. AND s ia y - ...0 I N /f, " COPY I 1 BILL OF MATERIALS CHANNEL LETTERS - ANCL-5 / ANSH-5 3/16"= 11-0" _ INTERNALLY ILLUMINATED LETTERS AND SHIELD - - -- -- -- - - - ' DISTRIBUTION OF PRINTS MASTER ❑ HEAT TRANS. ❑ ELECTRICAL O -VINYL- - ❑ STK.ROOM ❑ SCREEN 0 CUSTOM 0 LTR.ASMBLY. 0 CAD ❑ ASSEMBLY 0 CAM 0 AWNING 0 ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 NEON 0 INSTALL 0 PLEX 0 FILE 0 /-• 3 PAINT 0 0 TOTAL • }' ,,' 4- •,,t. Chandler Vi ;'i (JIB _ is C.'tIt-v�- O, c ;�3 Ewa :::, Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS.INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS.INC.,DALLAS,TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT SIGNS 12,13,14 =,AutoNatio ALUMINUM FABRICATED 8" DEEP■ I 811 ,f � u ,,�. PRE-FINISHED BLACK LETTER RETURNS (INSIDE OF LTRS WHITE) . - ,, ': ```� s°� = .080 ALUMINUM BACKS `�" I `. Y �� �� mun _...-. r `.-\, NUMBER 98-3169 ,JK /2 X 1 /4 X .050 ALUMINUM■ WKORDER FABRICATED RETAINERS PAINTED WHITE �� r�,, , •_ . t,R° '' ,-- NUMBER I ?i. ,x:,'" SHT OF 'DATE 9-14-98 GLASS TUBE SUPPORTS ON .050■ - _ ' 000 ;; ;',,;,I,I ADDRESS (TBD) ALUMINUM FABRICATED Z-CLIPS ) .- .,, `In'STATE RENTON,WA _ , :,,,. TYPICAL (1) CIRCUIT SALES e'-.""••-v, --'?� . { REP. WLF 0 3/16" THICK #7328 WHITE PLEX FACES■ ► ~`- DESIGNER - MAB - - Vs, J-BOX TYPICAL r-_- .._,.:.,- EA. SELF-CONTAINED V : I -" .:' \ ry` } ^`N; \`- '�?' APPROVED BY DATE 15MM 6500 WHITE NEON ILLUMINATION • ► :.;' LETTER BY CSI \. f; a•`. SALES ELECTRICAL PRIMARY THRU 1/z" DIA. • E 3 .e;. • ART DEPT. ■ n 'e_ WEATHERPROOF \ - ESTIMATING SEAL-TITE CONDUIT- WEATHER-PROOF ,1.;, DISCONNECT • If:., ENGINEERING -, . . SWITCH ON SIDE � /;';1 .. CLIENT DISCONNECT SWITCH ON LEAD LETTER ,�4, i, I - OF LEAD LTR. /' ., ' A:• LANDLORD EACH CIRCUIT - NOTE: ELECTRICAL OUT ` �:, ` :w OF BOTTOM 6" OF LETTERS I A `iI I '= J-BOX BEHIND 11 REVISIONS 30 M.A. PBKM-TYPE SELF-CONTAINED■ EA. LETTER BEHIND • TRANSFORMER '. WALL BY OTHERS ITI NEON UNIT JUMPS INSIDE LETTERS _ , V 1 . .::. :; ELECT. PRIMARY BLACK, WHITE & GREEN WIRING MADE THRU U.L. RATED ELECTROBIT mum _, = ` AND HOOK-UP LETTER TO LETTER COMPONENTS t "` �� . BY OTHERS L 1�1 " RED, WHITE &GREEN PRIMARY LETTERS CLIP-MOUNTED TO WALL WITH ■ B .- <A. . .i:: SERVICE TO POWER SUPPLY 2"X2"X'/a" GALVANIZED CLIPS & NON- `. °on ®� oiam BILL OF MATERIALS CORROSIVE BOLTS `>t,! s X CHANNEL LETTER SECTION ANCL-5 3"= 7E-0' NOTE: 277 VOLT SERVICE ELECTROBIT SS-16 PYROLENE END DISTRIBUTION OF PRINTS BACK-TO-BACK ELECTROBIT ECO-16 CAP j ELECTROBIT#GTC-3858 MASTER 0 HEAT TRANS. ❑ ELECTRODES PYROLENE END CAP ELECTRODE I PYROLENE GTO COVER ELECTRICAL 0 VINYL 0 Ati STK.ROOM 0 SCREEN 0 • �• I CUSTOM ❑ LTR-ASMBLY. ❑ .,.7.a 4=IIIE • CAD ❑ ASSEMBLY ❑ so CAM ❑ AWNING ❑ — =` _ __ ) ALUMINUM 0 PAT ERNS Y.❑ .� — ��� "- � I CHNL.LTR. 0 PATTERNS 0 NEON 0 INSTALL 0 22 GA. COPPER WIRE GTO CABLE ELECTROBIT PYROLENE Pp EX 0 FILE O (2 STRANDS TWISTED SLIP SLEEVE TOTAL &ENCLOSED IN TUBULATION GLASS) �� Chandler UNIT CONNECTIONS UNIT CONNECTIONS __, Signs BACK-TO-BACK ELECTRODES ' 'r 3201 MANOR WAY 214-902-2000 SEPARATED ELECTRODES j;`, 11` J DALLAS,TX 75235 FAX 214-902-2044 L THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. AU.RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLIS,TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT • SIGNS 1 ,13,14 A Q a Lon• .-A';'''-':';'..:.':"r USA tit +, �., a sip DESIGN NUMBER 98-3169 WKMBERD R OER .063 NU ALUMINUM FABRICATED FILLER •w/ .063 FABRICATED RETAINER - 12" 'DATE 9-14-98 PAINTED WHITE INSIDE & OUT - b ' ADDRESS SHT OF (TBD) BLACK FACE SIDE OF RETAINER ""' ' CITY/STATE RENTON,WA ' � SALES 11/2"x11/2"x.125" SQUARE ALUMINUM • .1-- : a '' I ' : . , REP. WLF II • (; FACE FRAME WITH 6 DEEP KICKERS -- :-: , <. DESIGNER MAB R 1"x1"x.125" SQUARE ALUMINUM FRAME • > > >,, , APPROVED BY DATE .125 ALUMINUM .r � -m:,r"V,74,= SALES BACK PAINTED WHITE • z C„ °,r. - ART DEPT. INSIDE & OUT _ " "••"'� ESTIMATING ` . MI`- u, K ENGINEERING 800ma DAYLIGHT FLUORESCENT LAMPS • ;yF.e ,:, .:.' '''°'�,,.,,< CLIENT MOUNTED ON AE-87/88 RACEWAY WITH `r"� & _" '"'••a ��;•'-;; LANDLORD TOMBSTONE SOCKETS �. IIH 'I . Li)i�\ilililllilii REVISIONS 1"x2"x.125" ALUMINUM ANGLE MOUNTING • ` `F.-.> '` STIFFENERS �uA` . , tj r BALLASTS MOUNTED ON HORIZONTAL •• -` 4 ': =::" ' - AE-83/82 RACEWAYS - NOTE: ELECTRICAL fir. . ',p OUT TO ALIGN W/ C/L's _: T> 945 3M FLEXIBLE FACE WITH 1st SURFACE • fe04 APPLIED VINYL GRAPHICS: s .za;• ?-.: �h-'• ,!A, , BILL OF MATERIALS WHITE SHOW THRU COPY & BORDER LINES - F y,, VT 2522 BLUE VINYL BOTTOM FIELD - =:> p.--==':, =: 3630-53 CARDINAL RED TOP FIELD "E -:, • ' LOGO CLIP-MOUNTED TO WALL WITH 2"x2"x'/4' • ` ``:a,".`' GALVANIZED CLIPS ON WALL BY INSTALLER & ./‘ ;;;, ;. CONTINUOUS 2"x2"x1/4" ANGLE IRON TOP & BOTTOM ON BACK BY CSI / DISTRIBUTION OF PRINTS MASTER ❑ HEAT TRANS. ❑ ELECTRICAL❑ VINYL ❑ LOGO SHIELD SECTION ANSH-5 3"= I'-O" STK CUSTOM 0 SCREEN R.ASMBLY. ❑ NOTE: 277 VOLT SERVICE CAD 0 CAM CI AW AW GLY CI NING ❑ ALUMINUM ❑ AWN.ASMBLY.❑ • CHNL.LTR. ❑ PATTERNS ❑ NEON ❑ INSTALL ❑ PLEX ❑ FILE ❑ — PAINT CI ID TOTAL -, elv j Chandler �._ J_ Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC, ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED OY CHANDLER SIGNS,INC,DALLAS.TEXAS r I % NOTE: SCALED FOR 11"x 17" OUTPUT : -• SIGN 16 AutoNatron llSJ NUM ER 98-3169 I 31-6" I WK ORDER NUMBER SHT OF 'DATE 9-14-98 ADDRESS (TBD) CITY i STATE RENTON,WA - - SALES WLF REP. - • DESIGNER MAB ''', " ''" r ": ' • 125" FLAT ALUMINUM PANEL FACES W/ 1 3/4" �� I RADIUS CORNERS - PAINT EDGES, SIDES G U E.ST PARKI e, APPROVED BY DATE AND BACKS WHITE CO SALES f " T ART DEPT. - COVER FACES WITH 7725-10 WHITE VINYL - ESTIMATING �EMPLOYEE-PAR. ENGINEERING -' `, '"'; 580-77 GREEN REFLECTIVE VINYL BKG'D CLIENT "t a ¢.f ,,....a9-..Y LANDLORD J WHITE COPY AND ARROWS SHOWING THRU 11- +' - REVISIONS e O o �., ;zr 0 10 0 0 0 PRE - FINISHED GREEN STEEL '� 0 0 RAIL SUPPORTS CV °o, a 0 0 0 0 0 9" DIA. X 1'-6" DEEP CONCRETE 0 0 PIER FOUNDATIONS BILL OF MATERIALS 0 0 0 0 n 0 - rt :n W.f r t� a " ur rf %1 : a DISTRIBUTION OF PRINTS y � �RIA;444 •°elk N MASTER 0 HEAT TRANS. 0 h" �' r-'L- #F . ' -• '" ELECTRICAL 0 VINYL 0 `rt ,, # ' '� d STK.ROOM 0 SCREEN 0 D/F ELEVATION AND 6DF 1"=1� o" :it�1 ". °- . 1 � J CAD OM ❑ AASSEMBLYY ❑ CAM ❑ AWNING ❑ 6 SQ. FT. OPPOSITE FACE ALUMINUM ❑ PATTERNSD ❑ NEON ❑ INSTALL 0 PLEX 0 FILE 0 PAINT 0 ❑ TOTAL }'ri , ;ti = ` ��.� Signs Chandler 3201 MANOR WAY 214-902-2000 _ __ DALLAS,TX 75235 FAX 214-902-2044 -___- THIS DESIGN S THE PROPERTY OF CHANDLER SIGNS.INL -- AU.RIG HTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS.INC.DALLAS,TEXAS NOTE: SCALED FOR 11"x 17"OUTPUT SIGN 17 AutONati:On ,+.. USA DESIGN NUMBER 98-3169 .. -6" NUMBER R ISHT OF I DATE 9-14-98 ADDRESS (TBD) CITY/STATE RENTON,WA TT i k► SAL. S WLF - - REP • DESIGNER MAB .125" FLAT ALUMINUM PANEL FACE W/ 1 3/4" RADIUS CORNERS - PAINT EDGES, SIDES APPROVED BY DATE co '. AND BACK WHITE - SALES SERVIçEcENIER ART DEPT. T 03 COVER FACE WITH 7725-10 WHITE VINYL - ESTIMATING o- ENGINEERING 5 4• A, 580-77 GREEN REFLECTIVE VINYL BKG'D CLIENT ' - ' . •.a-- :•, `:-..• #; y LANDLORD I WHITE COPY AND ARROW SHOWING THRU REVISIONS O' o c yd,� 00. 0; 0 0 0, Q U PRE - FINISHED GREEN STEEL NY 0 RAIL SUPPORTS 0 0 9" DIA. X 1'-6" DEEP CONCRETE 0 0 PIER FOUNDATIONS BILL OF MATERIALS o 1. 0. 6. r DISTRIBUTION OF PRINTS MASTER 0 HEAT TRANS. 0 ELECTRICAL 0 VINYL 0 STK El SCREEN S/F ELEVATION - AND-6SF 1 1 -o AD ROOM ❑ ASSEMBLY 0 �� �� CUSTOM ❑ LTR.ASMBLY. ❑ CAM ❑ AWNING ❑ ALUMINUM 0 AWN.ASMBLY.0 6 SQ. FT. CHNL.LTR. 0 PATTERNS ❑ s. NEON 0 INSTALL 0 PLEX ❑ FILE 0 PAINT ❑ 0 TOTAL �! 4:��Fcir F^:�l � ::, � �, t: �: r l : ; � Chandler .�, I- L: _ t,.1,,��-� '" .i67,•! rift, ri C� 4 J Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 -- --- THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. -- -—- - ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLIS.TEXAS -- — [ . , . NOTE: SCALED FOR 11"x 17" OUTPUT t. SIGN 20 AU' ONa iojn ' USA • mm- - I 31-0" I NUMGN BER 98-3169 UM WK OBERRDER N i 31-0" t, 2: 1�L,v4 c M,,,4, SHT OF 'DATE 9-14-98 E., I r O S� � 6 ADDRESS io — — — — — — — N -3 + ,Sr — —- Cm/STATE RENTON,WA 7T ". 220-14 BRIGHT ORANGE VINYL (D Z $iiFZ0 SALES�.:, (PMS 021 ) BACKGROUND WITH REP. WLF .125" FLAT ALUMINUM PANELS — WHITE SHOW THRU DETAILS DESIGNER MAB x j MOUNTED BACK-TO-BACK ON 1' 'If 0 LAMP POLE (BY OTHERS) WITH APPROVED BY DATE N , ,.. ,. . 121-140. FABRICATED MOUNTING BRACKETS B SALES - (SEE DETAILS ON FOLLOWING (2) ARTDEPT SHEETS)- BRACKETS PAINTED WHITE 121 .10/� ESTIMATING y' 220-47 INTENSE BLUE VINYL ENGINEERING (PMS 293) BACKGROUND WITH CLIENT WHITE SHOW THRU DETAILS LANDLORD 0 • la €1 CV REVISIONS • 4• LIGHT STANDARD SIGNAGE ADDS • 4.4 in3 TO THE SECTION MODULUS OF THIS LAMP POLE AT 52PSF WIND 141 -160 220-13 TOMATO RED VINYL LOAD (PMS 185) BACKGROUND WITH • • WHITE SHOW THRU DETAILS u.s, . , —3 , •„ U ._ •:�,:-'�-=? BILL OF MATERIALS 220-25 SUNFLOWER YELLOW VINYL - I (PMS 116) BACKGROUND WITH H.P.',',16-1.,_189 `a x BLACK VINYL COPY AND NUMBERS- 1-a` "''"-""" '' --'''' " ''' "". WHITE SHOW THRU CIRCLE ' c -?r `ueh. 10 i . .„, , (40b, ommitomvoi.r...01.-:-- :,,,..._..-- ; ,f i At \ ' ")::::r* - - `„,,{ iA 230-116 BRIGHT JADE GREEN VINYL — .: . ' WITH DISTRIBUTION OF PRINTS z:^ WHITE SHOW THRU DETAILS MASTER 0 HEAT TRANS. 0 ELECTRICAL 0 VINYL ❑ STK.ROOM 0 SCREEN 0 CUSTOM 0 LTR.ASMBLY. 0 CAD 0 ASSEMBLY 0 TYPICAL D/F AN-DP ELEVATION - - TYPICAL AN-DP PANEL LAYOUTS CAM 0 AWNING El ALUMINUM ❑ AWN.ASMBLY.❑ CHNL.LTR- ❑ PATTERNS ❑ O NEON 0 INSTALL 0 1/4(REFERENCE MERCHANDISING PLAN) 1/2"= 1 '-O" PAT o FILE ❑❑ TOTAL i. ;� - L^ . ` j i Chandler - _ - ---� , Signs 3201 MANOR WAY 214-902-2000 - DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS.INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED �--BY-CHANDLER-SIGNS,INC-OAUAS,-TEXAS NOTE: SCALED FOR 11"x 17" OUTPUT • SIGN 20 AUtoNatlon Iz 7 it , USA NUDESMBEIGN R 98-3169 WK ORDER NUMBER SHT OF 'DATE 9-14-98 TOP VIEW - BRACKET DETAIL AN-DP ( DOUBLES- ) 1 1/2"= 1 '-0" ADDRESS (TBD) - - - - - -- --- -- CITY/STATE RENTON,WA - - SALE-- ----- - —— — -- REPS WLF -- ---- - DESIGNER- ---MAB- -- 36" 5" 36" APPROVED BY DATE I II- II I SALES ART DEPT. _ ESTIMATING ` '•` 1/4"X 11/2" STEEL MOUNTING BRACKETS ENGINEERING "°`y an° CLIENT -= �� PAINTED WHITE LANDLORD �I O O O p o REVISIONS r A.'i' 1 ATTACH MOUNTING BRACKETS ,'.-- \ . 125" FLAT ALUMINUM " SIGN PANELS TOGETHER ( SIGN PANELS IN-BETWEEN ) .Y y- WITH 1/4" CARRIAGE BOLTS & HEX NUTS •Gam:: ATTACH ALUMINUM PANELS TO MOUNTING BRACKETS W/ N '.t ' 1/4" MACHINE SCREWS & BILL OF MATERIALS f - ` HEX NUTS ATTACH MOUNTING BRACKETS TO _ •.r.,• f•:, 5" SQ. STEEL TUBE LIGHT STANDARD ' WITH 1/4" SELF TAPPING SCREWS ALL MOUNTING HARDWARE TO BE PAINTED WHITE - �IN. 1 - , 6,..___ .1_ _ O O © ' 0< 0 0 0 0 0 D- �;t�, DISTRIBUTION OF PRINTS :4 MASTER 0 HEAT TRANS. 0 -' ,� ELECTRICAL 0 VINYL 0 e�v STK.ROOM 0 SCREEN 0 �. CUSTOM 0 LTR.ASMBLY. 0 e'_ `• CAD 0 ASSEMBLY 0 CAM 0 AWNING 0 ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 NEON 0 INSTALL 0 PLEX 0 FILE 0 0 BRACKET DETAIL AN-DP ( DOUBLES ) 11/2"= 1 '-0" PAINT TOTAL 0 F*` IP4 Chandler �� r _ - ✓ Signs t,tAtl v3201 MANOR WAY 214-902-2000 ` L �`�`-'::LT . t1 DALLAS,TX 75235 FAX 214-902-2044 -`-' _ -J TXIS DESIGN IS THE PROPERTY OF CWINDLER SIGNS,INC .- - ALl RIGHTS TO ITS USE FOR REPROOUCf10N ARE RESERVED BY CHANDLER SIGNS,INC..DALLAS,TEXAS NOTE: SCALED FOR 11"X 17" OUTPUT SIGN 20 Auto- Nation USA DESIGN \s- 1 9 NUMBER ss-3'169 WK ORDER NUMBER SHT OF 'DATE 9-14-98 TOP VIEW - BRACKET DETAIL AN-DP ( SINGLES ) 1 1/2 = 1 '-0" ADDRESS. (TBD) .y:" CITY!STATE RENTON,WA _�I REP.SALES W LF DESIGNER MAB 51" 36" APPROVED BY DATE I---- II I _ SALES ART DEPT. ESTIMATING ' 1/4"X 11" STEEL MOUNTING BRACKETS ENGINEERING j PAINTED WHITE CLIENT LANDLORD -- \I 1 ©- - ;i; ' 0 O REVISIONS ATTACH MOUNTING BRACKETS x"11`...- " 125 FLAT ALUMINUM , TOGETHER ( SIGN PANEL IN-BETWEEN ) x ``1 SIGN PANEL WITH 1/4" CARRIAGE BOLTS & HEX NUTS ;,. • •1' -Sr..--"-;,-/ \ ATTACH ALUMINUM PANEL TO v AMOUNTING BRACKETS WITH N ` �� ti 4 1/4" MACHINE SCREWS & BILL OF MATERIALS c Z; HEX NUTS ATTACH MOUNTING BRACKETS TO s .w 5" SQ. STEEL TUBE LIGHT STANDARD 7 , WITH 1/4" SELF TAPPING SCREWS ALL MOUNTING HARDWARE ittO:K.4TO BE PAINTED WHITE 1 . I f O `•'.. .O 0 0 �O ` <' — — — — DISTRIBUTION OF--PRINTS _ .,- , � ,¢2;_e�,. MASTER 0 HEAT TRANS. ❑ ".. 0 ,,�i�.� ELECTRICAL 0 VINYL ❑ ''> STK.ROOM El SCREEN *�_.r" CUSTOM ❑'LTR.ASMBLY. 0 ''frc, CAD ❑ ASSEMBLY 0 CAM 0 AWNING ❑ ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 / --ANEON 0 INSTALL 0 / �;: 0 `=', PLEX 0 FILE El PAINT 0 �— BRACKET DETAIL AN-DP ( SINGLES ) 1 '/2"- 1 '-0" � TOTAL -'C"1S`=' - 4.4 Chi /r 3201 MANOR, DALLAS,TX 75. THIS DESIGN IS THE PRO. ALL RIGHTS TO ITS USE FO, BY CHANDLER SIGNS.INC..O. NOTE: SCALED FOR 11"x 17" OUTPUT • SIGN 21 AutoNation " .I+.. USA DESIGN NUMBER 98-3169 " V ITA WK ORDER t.`' ;:r NUMBER — — —— `,�•." .,az :r. �,,.,,07,;,. SHT OF I DATE 9-14-98 --- - ------------- -- -- '<'?1 -ni - y, --_— .. ::;. •,..:; «»FM' I ( ADDRESS (TBD) f. _ CITY/STATE = a,;;ri .- :;°"4. -t.,,„ ` ; _' =— — — — RENTON.WA }'= s:�, +'�� �ry ------ ----- - - -SALES--— c :Y:.,, ;fi.a. REP. W-LF _ ,,fr `,.:-4x ,. '£;:_',,:., .,-1,- DESIGNER MAB 54N %z APPROVED BY DATE T ^:;Few;?:} fy^'.x' � } ✓^5 .,.: �y,v,,. SALES s'.;.--,/ « yip.;.... ; ART DEPT. " x 3 .,.,.:;,k ESTIMATING ,0:,,, S ; .s ..::" = '9'""},, •(� ENGINEERING y"'_'°" ." .T�' CLIENT �,..-sTt. ''S•;X^ ~`,,.`;:<;>r a LANDLORD _' .r t ` REVISIONS c. z €1 ES 154 EQ 114"I EQ 9'-0"I BILL OF MATERIALS NUMBERING SYSTEM -SEE ENLARGEMENT THIS SHEET (REFERENCE MERCHANDISING PLAN FOR ACTUAL NUMBERING) DISPLAY PARKING - ANPVM 1/4"= 1 '-O" • I 14" I DISTRIBUTION OF PRINTS PAINTED GRAPHICS ON ORANGE TO MATCH PMS 021 y N MASTER ❑ HEAT TRANS, 0 c - PARKING LOT SURFACE BLUE TO MATCH PMS 293 ELECTRICAL 0 VINYL ❑ r 1 ,, Zc RED TO MATCH PMS 185 STK.ROOM ❑ SCREEN ❑ $ ,, CUSTOM 0 LTR.ASMBLY, 0 TYPEFACE FOR NUMBERS YELLOW TO MATCH PMS 116 CAD 0 ASSEMBLY 0 — 41. ' '" `‘1 TO BE HELVETICA REGULAR GREEN TO MATCH PMS 334 - - r CAM ❑ AWNING CI ALUMINUM 0 AWN.ASMBLY,❑ CHNL.LTR. 0 PATTERNS 0 )cn NEON 0 INSTALL 0 -• PLEX 0 FILE 0 DETAIL ANPVM PAINT 0 0 - 3 4"— 1 ' O" �` TOTAL � ��`j� Chandler ✓ ._ Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 --- — THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHfTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,V1C.,DALLAS,7E%AS * NOTE: SCALED FOR 11"x 17" OUTPUT ' , ■ SIGN 22 :AuxtoNatio ." F .y. , - USA I 2'-0" t DESIGN NUMBER 98-3169 WK ORDER NUMBER SHT OF 'DATE 9-14-98 PEDESTRIAN DIRECTIONAL ADDRESS (TBD) - PHONE: CITY/STATE -- -RENTON,WA Guest .080 FLAT ALUMINUM PANEL APES Help' REP. WLF q) - , PAINTED WHITE ( 2 ) REQ'D EACH DESIGNER MAB T r... , 220-47 INTENSE BLUE VINYL APPROVED BY I DATE BACKGROUND ON ONE SIDE OF SALES EACH PANEL, WITH WHITE ARTDEPT. "? SHOW-THRU COPY AND ESTIMATING ENGINEERING INSET BORDER CLIENT 4- ■PHONE AND SUPPORT LANDLORD BY OTHERS REVISIONS 4 1 co a. BILL OF MATERIALS — — .. DISTRIBUTION OF PRINTS MASTER 0 HEAT TRANS. 0 ELECTRICAL❑ VINYL 0 STK.ROOM 0 SCREEN 0 CUSTOM ❑ LTR.ASMBLY. 0 CAD 0 ASSEMBLY 0 CAM ❑ AWNING 0 ALUMINUM 0 AWN.ASMBLY.❑ CHNL.LTR. 0 PATTERNS 0 D/F ELEVATION - AN-GHDF 3/4"= 1 -0" NEON 0 INSTALL ❑ PLEX ❑ FILE ❑ PAINT ❑ ❑ `—' TOTAL r. s ,1 sue'^ (.4 Chandler a ._, Signs 3201 MANOR WAY 214-902-2000 DALLAS,TX 75235 FAX 214-902-2044 THIS DESIGN IS THE PROPERTY OF CHANDLER SIGNS,INC. ALL RIGHTS TO ITS USE FOR REPRODUCTION ARE RESERVED BY CHANDLER SIGNS,INC.,DALLAS.TEXAS