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HomeMy WebLinkAboutReport 01II ---- I! HlVd l3~'1l:11 ~'.l<l~l /M Nli'ld 3llS II _JI ~rn~ RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION At!VNIWl13Hd ~ ~ 0 ;o RESIDENTIAL .,, -~ ... <-m z< C () ~o z: z "Tl ..., m (j) "' c::, CEDAR RIVER STATION SITE PLAN '2m r-> < WITH TRUCK TRAVEL PATH Sz = "' ... m ~ 1" • YI ~o ..,. 0 Ai& i J! eD' z II ....... .,...,..,__. .. ""'""" -=, -- II JI S6ZZ'lMi'90Z 00111/'l,l!IO~NI D3rOlld ZT086 '<IM 'IJ'>41o0 SN'11J 311S clS iMl'Cl J>.JEE S~l.T _ .. ,-.......... -~97"~" AW'"::g:'j.~r;:"~~J~VII ~V~G .»6.o~ >IOl1'1S ff9 NO"A3HJ M3'< -II RECEIVED JUN 2 0 20\4 ITV OF RENTON PLANNING SITE PLAN NOTES 0 CHEVRON SIGN AND BASE 0 CONCRETE SIDEWALK 0 CONCRffi APRON © CONCRffi FUELING DRIVE SLAB ® CONCRETE SL.AS OVER STORAGE TANKS © CONCRffi FUELING ISLAND (TYPICAL) <O 0 CONCRETE VACUUM ISLAND • "l ...... © .·. 0 EXTRUDED CONCRffi CURB ::/"' 0 OIL/WATER SEPARATOR ·.· ..... >1 • @ .· ... CAR WASH WATER RECLAIM TANKS .· ~ .· "' 0) •· f',I ACCESSIBLE NON-SUP RAMP 0 @ .z ACCESSIBLE PAJNTED SYMBOL @ PAJNTED STRIPE 4" @ PAINTED STRIPES a• @ TRASH ENCLOSURE @ LANDSCAPING @ WOOD FENCE 5' HIGH @ EXISTING ROCKERY @ AREA LIGHT 20' HIGH @) ACCESSIBLE PARKING SIGN 18 CEDAR RIVER CHEVRON SITE PLAN 1· • 60' 012· JO· :g. ;;g. 120· --· I I ! ! i ! i ! I I i I I 1 I I I I i , I i I I I I i I l I I I I I I 11 I.- I I I NOl1V1S ~3Arn MV03J lV N011V1S SV!J NO~A3HJ 3ln03HJS '!? NVld 3dVJSONVI ~ g ~ ' . . I I I l l l I I I j ! ! I . j ' -' I ID I O 0 • • • I 1 ~i fill 0 ; -. ~ 'I ... _ ,1: ~ ~ C ns -a. Cl) C. ns u 1/) "C C ns .J z 0 1- () :::J 0:: I- C/) z 0 () 0:: 0 u_ l-o z ,RKS 3RANCHE0 OOUAUTY) iOUAUTY) NOIS\/\10 9N\NN'<lld NOlN:l~ :lO ,U\:> v\Gl O i Nf\f 03/\\3~3~ SE: Ri:NroN M4pL1: V 4LL1:y Ro,40 (Sb ,-, 169) l'f "' "' :,, ·"' ~ ~ Landscape Plan CHAW.ECYPARIS OBTUSA / H!NOKI CYPRESS sPIRAEA JAPOt,IICA 'GOI.DMOUNO' I GOlOMOUNO SPIREA FRAGA.RIA 'PINK PANDA' / PINK PANDA.SAND STRAWBERRY P1NUS FLEXIUS VANDERWOl..F'S' I VANDERWOLF'S PYRAMID UMBER PINE ARBUTUS UNEOO 'COMPACT A' I COIM'ACT STRAWBERRY BUSH CHAW<ECYPARIS NOOTK.ATE.NSIS 'PENOULA' / WEEPING ALASKA CEDAR ARCTOSTAPHYLOS UVA-URSI / KJNNIKJNNICK CHOISYA TERNA TAI MEXICAN ORANGE COTINUS COGGYGRIA 'VELVET CLOAK'/ PURPLE CLOAK SMOKE TREE FRAGARIA 'P1NK PANDA' / PINK PANDA SAND STRAWBERRY BET~ JACQUEMONTII I JACQUEMONTII BIRCH SCALE,; 1"=2(l'-0" 1(1 20' 4(1 PLANT SCHEDULE SYMBOL QTY. BOTANICAL NAME/ COMMON NAME ffiEES -DECIDUOUS BETULA JACQUEMONTU I JACQUEMONTII BIRCH CERCIDIPHYLLUM JAPOfflCUM I KATSURA TRfE PRUNlJ$ CERASIFERA 'CIPRIOZAM' I CRIMSON POINTE PLUM TREES -EIIERGMEEN CHAMAECYPARIS NOOTKATENSIS 'PENDULA' I WEEPING ALASKA CEDAR CHAMAECYPARJS 08TUSA / HINOKI CYPRESS PINUS FL£XILIS 'VANDERWOLF'S' I VANOERWOLF'S PYRAMID LIMBER PINE Sl1RU8S CB---J7 ARBlffiJS UNEOO 'COMPACT A' I COMPACT STRAWBERRY BUSH @ 21 AZALEA 'EVEREST' I EVEREST AZALEA &---25 BERBBUS TliUNBERGQ 'MOHOWI' I CHERRY BOMB BARBERRY Ci:) 25 BERBER!$ THUNBEROH 'ROSE GLOW I ROSE OLOW JAPANESE BARBERRY 0--29 CH01SYA TERNA TA I MEXICAN ORANGE El, J8 crsrus x HYBRIDUS I WHITE ROCK ROSE 0-6 COTINUSCOGGYGRIA VEL\1£Tct.OAK'IVELVETCL0MSM0KETREE Q--25 PIERISJAPONICA 'fl.MUNO SILVER' I Fl.>J<IINO SILi/ER JAPANESE PIERIS 8 36 SPIRAEA JAPONICA 'GOLDMOUND' I GOLOUOUNO SPIREA 0--10 SYRING.II. PUBESCENS PATUL.A 'MISS KIM' I MISS KIM UlAC OROtJNDCOVERS [Z:] -'"'" ~ 1635SF Q -----100SF AR.CTOSTAPHYI.OS WA-URSI / KINN.IKINN1CIC FRAGARt.'l 'PINK PANDA' I PINK PANDA SAND Sll{AWl!ERRY SEASONAL COLOR -IIY OWNER SITE CALCULATIONS Perimeter Landscape Area= 7,695 sf Interior Landscape Area = 320 sf SIZE 8-10' HEIGHT ,. "'- &.7'HEIGHT 6-THEIGHT 6-l'HEtGHT 5 GAL CONTAINER 2 GAL CONTAINER 2 GAL CONTAINER 2 GAL CONTAINER 5 GAL CONTAINER 5 GAL. CONTAINER 5 GAL CONTAINER 5 GAL CONTAINER ZGAL.CONTlo!NER 2 GAL CONTAINER 1 GAL CONT'-INER 4"POTS SPACING, CONDITION & REMARKS B&B, MULTI-TRUNK (3 CANES), EVENLY BRANC11ED B&B. BRANCHED O 5' HT. (STREET TREE QUALITY) B&8, BRANCHED O 5' HT. (STREET TREE OUAl.lTY) B&B, NURSERY GROWN B&8. NURSERY GROWN B&8, NIJHSERY GROWN FULL FOLt.'IGE, 42"0.C. FULL FOLIAGE, 2'1" 0.C. Flft_L FOL.IAGE, 24" O.C. FUll. FOLIAGE, 36" 0.C. FULL FOLIAGE, 36'" O.C. FULL FOLt.'IOE, 470.C. FIJU_ FOLIAGE, AS SHOWN RJl.L FOLIAGE, 30" O.C. FULL FOLIAGE. JI>" 0.C. FUll. FOLIAGE, 36" O.C. 24"0.C. 18"0.C. Total Landscape Area Provided= 8,034 sf RECE\VED JUI'\ 't O '/,Q\~ Of RENlON c~NNINGoiv1s10N Land! CITY REVIEW -NOT FOR CONSTRUCTION () -I -< :::0 rn < rn ~ z 0 -I "Tl 0 :::0 () 0 z (f) -I :::0 C () -I 0 z 0 (I) [ Gl a C: :, C. n 0 1 a\ h ! J1 Dl :, "' :, 0 (I) [ 111 !i lj I I • 11 /:., 1! HU i! l hhi•'J! I H·!·t! I l ,I~ 1-11~ / o"-/J _,,,,'I'--I o~ o/1 o.,... l)o~ 0 ,,.,.. ,., ... 0 [ JUN 2 0 20\4 CITY OF RENTON PLANNING DIVISION LANDSCAPE NOTES & DETAILS CHEVRON GAS STATION AT CEDAR RIVER STATION ' PRELIMINARY "' 0 c:: :i! :n "' ~ g :z "' > "' ... :n "' ~ ::! 0 :z ,, ,.. 0 0 "' " ,.. > :z ~~ RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION ill 00 -, ' ; ; ~ ~ ~ ~ ; ; ' ; ; ; " ---,--I r-- ' ' ' ' ' ' ' I --, ' ' ' ri ' ' ' ' ' I ---., ' ' ' ' ' ' ' ' [j ' ' , __ ' ' ' '' ' ' . '' l_J • u ' ' ' ' ,r . ..- Cl) 0 C: "' ... l> :z: Cl) "' ... ,.. "' "' ,.. ~ "' ~ ::! 0 g :z :z i 9 ~ Cl) ... "' ,.. "' ~ g :z 0 (-) :z: - "' ~ l> Cl) Cl) ... ... "' "' ,.. ,.. "' "' ~ ~ ::! ::! 0 0 :z :z ©©®0i ~qi < ~' •• :z ,Cl) 0 'O "' ' C: ~ C ... b, ::c "' "' ,.. ,.. "' "' ~ ~ g :::! 0 :z :z PRELI INARY ~rn ~ =11·· =II '-~ . ... "' • l> ' Cl) ' :z: "' :z 0 ,.. 0 i Cl) C: "' "' ,, ,.. l> i: :z f ~~ ' 0 ::!_ ~ l> "' '· ! ~ Cl) :z: ,, ,.. l> :z <::::,,- G::'J JUN 2 0 20\4 CITY OF RENTON 1 • DIVISION 'Roger Oile.nbw-g,An;hi.tu.t AnNU<:t""1l-.....i..r~- 17'405 33rd Drive SE Bothell, WA 98012 206.947.2295 n-,4,..-.• 0>> ---- t II ii .ii' ' 1: t! 11 j; i i I I! i=L~= ,,._,. 20'-0" .. :-. " : . : " -· 11 -i . ·11 jll : JI ! 11 i ! I I I Sao I ~ ' ~--J ,.._.,. ,,......,. ,, . ....,. ~ ~----1-1---1----: ~ : :1 If I I: 1 !!=!-1 ,,._.. L. ,..,,. I ,,.-o-b:J n I ':0 ~ "" z I l '.,, 0 I -r-.,, ,-n, -< I sn ~ HI'·•· I ..... I ;;: z :1 t 0 0 al la l'.:-1 n iii I n, r-I r' ~ 'z z I ' 0 I ' C> "' .,, .,, I r- r-I ~ ~ 1·~' z z :1 al la • I I ~ I ~ _____________ J I ~ 0 • " " I " " I e I " I! " 0 0(11) " B I, " '( I " I f " 1)-,R I O I y e e - " ! " : 11 fl I p11l " " " " il!il • ~ "-··-_,_,__ -~ -· ' I ,, ! ' I I ~ i I 1 I :,,. =·' I I ~ ~: ~ta-j • • I -. I , I -· I -· ' ,=- RECEIVED JUN 2 0 2014 i CITY OF RENTON 1~ I PLANNING DIVISION ... !1 i I CD )> ~ ~ "' "' n n ;;; ;;; .,, "' -11 ~- :0 0 0 n, z ... "' n, "' n n, ::! n ::! 0 z 0 ! • "·j! z ' I I I•' I I 1i1 i PRELIMINARY ~ ill I " • r~ II NEW CIIEVRON G4S STATION 'R~O~A~ K'l=il II II ClnAR 111YfR SlATICM ,u~~~!..'::.:'u A~t;~- 17405 33rd o.-SE GAS ClNOPY Bothell, WA 98012 ~ PLANS ELEVATIONS OETAlLS 206.9'17.2295 --,,._,~, .,_ ---'I:...·.::::.::.• ..,_._.,,,, _____ ... ~-·-... __ ,_,__ _._,. .... _ • !ll jl • m . ' :;j ~ i' I -" . I' ' I ,! i ! • CEDAR RIVER STATION LLC CONTACT· ~ 1~15--NDSTREETSU1TE201 KEKT WA-·" "··-;.;;;.;;;;;.i,j ! =~.!:E~!.~ co~!~;'!.~~~J!ON -- RECEIVED JUN 2 0 2014 CITY OF RENTON IEm !111!"'1=11'1/la~'"""' "' \8 • ~--:.... ..... -1•1•1•1 ...... eanc:Ml.<><>m =-== ! ' =.,"="" I =:...-I ':-""""';:.... -\--·-------·~""' _.,. __ RECEIVED JUN 2 0 2014 . -!/A: CITY OF RENTot:::J'j~, ; -. 0 PLANNING DIVISION ~JU. JIJ!rr· ~ • :! 1u 111 i ~ ceoAR RIVER STATION LLc CONTi\CT, mm i&!!'A!'.i!.Ji:'ta.HO'H"BI o q Cl) q ~ i~ 1 1r;8E212N0STAEETSU~ 11<ENTW>. -----!ctl•l•I !~ ~ 1' ' 1· CEDAR RIVER STATION=~•• --••= } ~ i Z C11T cw IIO(lllN PARKING a: STORM DRAINAGE ~ WiSIINlfOM ::::.."":.:'"" I =.,..._ I t=_--.:_. \:. ~-- D !ill RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION " 0 ,, i m (J) ~ r, ... 0 ,_ I "' ' ' i "' 0 " ' \ \ \ \ 0 \ \ \ --", ij 11·~ ' I~ I,!. ! jlH ' I ' i e ~ PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN i CEDAR RIVER STATION 2; FUELJNG STATION )> cm OF RENTON WASHINGTON ;t;l DUWNn, CHKJ<IDrt, ICALl< ....... , -( 8Mi <Cil ~ >"•;/0' WllTI NA 12 ZC>IJ --1 ' I' RECEIVE :D N !'' -.j~N 2 0 ?Ola :1 .. ' c::: OF f?ENTC>N ~ i ' I, NNING DIVISION iB: ::,·;~;.',';:.~·:;•• BEYLER .............. ""''"'"'·""' ..., ............. "'"' C0UU'7190 A PORTION OF THE SW 1/4 OF SECTION 23, TOWNSHIP 23 N, RANGE 05 E., W.M. CEDAR RIVER STATION FUELING STATION E>.tsTtNG 10-: ---r SEWER EASEMENT ·f-~~9001050BIJJ ~ --~- BUILDING C R RIVER STATION UICf!. llJlJ059ll0 :1.0PHVff PLANS l'IIEM/1.ED CONSULTING ENGIIVEE/1.S CB, n1'e l TVP 110.86 ff !01.16 (lN·IVEJ ; l07.16 (01.!T-W) STATION 'ARED SY =:----)STORM. =Brn """" lNVAL/U .';;' -o -"'11-· ' \ D / / / •. s::1-- / ~ ' ' ' PROPOSED RETAIL STORE (8,l',c4J'/ ...._ --__!! :.!.!..i.5Q / \".\LI E\" Sl'RIM;~ Al'ARHll·XI S / 1!!<)051:IJITIIPL OlJl~!-~209 ' ' ' ' D ' 1:,. ' CAR ·WASH --::1t 1 TUNNEL (70'>:19') I I I r / EX/SflNr; 5' STORM (ASEME/o/T' AFN 1941108lO~l ! I I t:).tliRAl IJ <"Rt::<> <'~JSl><>~IINll'M l""°~~:unnn ,v,.m.,,,.., 30 z ~z :s :iO 0.. J'.:: 0 t-1 w -'-' ...J ~ t--I- z c(z~ ~ ~ t-0-~ U) ""'t'5 I I-..: 0:: cCz 1--M Wu,~ N I I I I I ! \!Jo > z 13 \ ~ t-1 ""':'a ~ 0 a:..10 :r, w~ ~ a: ::) (.!) ~ II. >-< ~ ~ 0 z C ~ ~ ii' w '.::l < u ~ "' I I I ,, • •;ia'!- ,, " /.11 / :I I \ / U,1 I 'Y-.. , I I I I I 11::>l 11'111 >-r1 ll ""'iDA .oi:-.,= , .. ,.._ , .. ,...,... O!. 9 ,......., NOJ.N31! j0 All:! ~ ~ Nill9NI/.ISVM NOU~lS 9Nffln:i i • .l NOIJ.\I.LS 113/\H/ li\103:J ~ , N'vld AlllUn ti' ':I!)VNflf~O '9NIQ'lnl!) MJ'I/NIWn:r~d Q. I ,, t' . Ii \ ,, I I I • I ,~.ii "'' ;-ti I I -,,,~ r~ii ~~=~ 2~ t~ RECEIVED JUN 2 0 2014 CITY OF r~ENTON PLANNING DIVISION ! i • ' h "! ,, ', !. II CT * I I D ' ' ,, ;~, !ij ins I / ~- ' 0 ,, \ ,,, ' \ \ ' \ "9 "' "' " A PORTION OF THE SW 1/4 OF SECTION 23, TOWNSHIP 23 N, RANGE 05 E., W.M. CEDAR RIVER STATION FUELING STATION PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN -E\ITTING 10' ---/ SEWfR fAS[Ntf;T + AFN 0001050803 ~ ---\- BUJLDlNG C R RIVER STATION VICEl 12313059110 :t/Jl¥4ENT PUNS PII.EIW/.ED CONSUi.TiNG ENGINEERS CS, TYPE I roP 110.a5 IE 10l.l6 (IN-l'iE) ,-lOl.16 (OVT·W} STATION '~REO BY "#J:mff/1.c:---- ) STO~/ol. 'NIJES ro '"""' •NVMILT / ( \ / ' D , ' PROPOSED RETAIL STORE (IU'•4J') -....._ ff•JU.50 -------· \"Al I l•.l'Sl'IIINGS .\P~RTill'..'flH i<l<01Rlilllllll'L •HJJO!-•JMP D EXISrING S' STORM EASEMENT AFN 194120Blf>41 J·;).tER.\I.JJ l"RE!'T ('O!lo'IX)MISU'II IIIOOSEl!!TIIPL •lll'l'7,<..00(lll RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION I • • • R~ OUe+ww-g.,A..-chc'.tec:t ArchitlXturaland,p~servicer 17405 33"' Drive SE• Bothell, WA 98012 206.947.2295 rogero.architect@comcast.net RECEIVED APR I 3 2015 CITY OF RENTON PLANNING DIVISION Date: April 13, 2015 To: City of Renton Attention: Clark Close Copy: JP Athwal Re: Cedar River Chevron 15255 Maple Valley Highway Project # LUAl 4-000799 · Site Plan Modification An Environmental Review Committee Report and Administrative Site Development Plan Report & Decision was issued for this project, dated August 4, 2014. The area of the approved site is 35,030 square feet. This development would fully encompass the entire site including perimeter landscaping. In addition to the site development, there are three structures approved for construction, a convenience store, gas station with overhead metal canopy, and a car wash. The Owner/Developer of this project, JP Athwal, plans to complete the construction of the approved development in two phases. The first phase will include the complete site development with the convenience store and gas station, but not including the car wash. The site for the future car wash building and adjacent portions of the site ,planned for paving will be finished graded and landscaped by hydro-seeding or installing sod. Underground utilities will be continued to the car wash site, and then capped as necessary for future extension and connection to the car wash building and its immediate site. This minor site plan modification will comply with RMC 4-9-200H, outlined as follows: a. There will be no increase in area or scale of the approved development plan. A portion of the approved plan will not be completed during the first phase of development. This deferred portion will be completed during the second phase of development, currently planned for 2018. b. There will not be a greater impact on the environment and/or public facilities. Total completion of the approved development plan is delayed until completion of the car wash portion. c. The boundaries of the approved development plan remain as approved with no changes. Attached to assist with your review are the following documents: 1. Sheets from the Environmental Review Committee Report and Administrative Site Development Plan Report & Decision, as follows: ERC Site Plan Report Exhibit 3, Site Plan SP.1 ERC Site Plan Report Exhibit 4, Landscape Plan L.1 ERC Site Plan Report Exhibit 12, Preliminary Grading, Drainage & Utility Plan CLO 2. Sheet SPM, Site Plan Modification (proposed for phase 1) Following is a comparison of areas based on the above listed documents: Development Detail Approved Plan & Decision Total Site Area 35,030 sq. ft. Impervious Surface Area 26. 996 sq. ft. Landscape Area (Perimeter & Internal) 8,034 sq. ft. Interim Landscaping NA 1303 Phase 1 Site plan modification Proposed Plan Modification 35,030 sq. ft. 21,953 sq. ft. 7,781 sq. ft. 5,296 sq. ft. Page 1 ·[ 11 SliU'lMS"llO?: l'.10811 y,v,.·--as ~ l>-'Ci: S01'LI -~~~ .. ~v~o.....&21: M I-.... m .... :c >< w I r i • I ! I ' ' I I I I l f ! I I ! I i l l ! 9W?f. 'IM ""IU>ll ·...P1H .iail"A~"""1! ms, 1m1q:uv 1mq~\O r.tOll NOil V lS H3Arn HV03J l V NOIJV lS SY!:> NOHA3HJ 3ln03HJS 'i? NVld 3d\fJSONVl I I I I , i 'I !1 ii I hill1! ' ' ' II II i l l i l l 1 I I ! ! ! i i ! 1 ' ' ' I ., I o 0 ' ' ' 0 ' ' ; . 11 I I _, ... ' . . ~-! C: 11:1 D. Cl) C. 11:1 0 rn "C C: 11:1 .J z 0 l-o ~ 0:: I- C/) z 0 0 0:: 0 u. l-o z s w > w 0:: ~ 0 :.~ • ! •iia:-: ! z s "- § - I I , ,11, .' 1: i t I! I ~tt 1 ~ . i-.... f I ·di I I ,. NOWt.lS !)N(Htw NOl.l'lt.LS 1:131\IH ~'110:,J:J ~ I! iii !I ... ••• ' t t ~lie. l H! !~s~ "I d!h O ' i ·~~~ t§e •' r i;'J ~~\ , .. -, •• ,, 0 ,:r D 0 .... u ; \1 " -·--~---------------__J DEPARTMENT OF CO,MUNITY AND ECONOMIC DEVELOPMENT MINOR MODIFICATION OF CEDAR RIVER CHEVRON ~ APPROVAL D DENIAL PROJECT NAME: PROJECT NUMBER: PROJECT MANAGER: APPLICANT: CONTACT: PROJECT LOCATION: SUMMARY OF REQUEST: EVALUATION FORM & DECISION Cedar River Chevron LUA14-000799, ECF, MOD, SA-A Clark H. Close, Associate Planner JP Athwal, Summit Petroleum Group, 20207 105th Ave SE, Kent, WA 98031 Roger Ollenburg, Roger Ollenburg Architect, 17405 33rd Dr SE, Bothell, WA 98012 15355 Maple Valley Highway, State Route 169, Renton, WA 98058 1. The car wash building will be deferred to the second phase of the development, currently planned for 2018. 2. The site for the future car wash building and adjacent car wash access route(s) of the site planned for construction or paving will be finished graded and landscaped with hydroseed or sod. The grass area will include an irrigation zone and will be delineated from vehicular traffic with a concrete curb edge. 3. Underground utilities will be continued to the car wash location and capped as necessary for future extension and connection. Project Description: Cedar River Chevron received Administrative Site Plan approval of the original project on August 5, 2014. The original proposal did not include phasing of the project. The applicant is requesting a minor modification to the approved site plan. The modification is being requested in order to phase the development into two phases. The approved administrative site plan included a convenience store (3,612 sq. ft.), car wash (1,801 sq. ft.), and fueling facility under an overhead canopy (2,982 sq. ft.) with six double-sided pumps and two underground fuel storage tanks (20,000 gallon capacity), along with associated parking, landscaping and infrastructure. The first phase would consist of developing the site with the convenience store, fuel center, along with associated parking, landscaping and infrastructure. The second phase would complete the third building or car wash along with any associated landscaping and infrastructure requirements. The modification addresses the deferral and removal of the car wash during the first phase. The site plan has been modified to reflect the changes (Exhibit 1). • • City of Renton Department of Community and Economic Development Administrative Modification Request Report & Decision Cedar River Chevron LUA14-000799, ECF, MOO, SA-A Report of May 11, 2015 Page 2 of 3 Under the current conditions, the site contains 35,030 sq. ft. of area, 29,996 sq. ft. of impervious surface area, and 8,034 sq. ft. of landscaping. The modification would maintain the site area, decrease the impervious surface area to 21,953 sq. ft. and reduce the perimeter and internal landscaping to 7,781 sq. ft. With the loss of the car wash building and adjacent car wash access routes the applicant would add 5,296 sq. ft. of temporary landscaping during phase one. The proposed temporary landscaped area would contain grass, irrigation and concrete curb edging. Phase two would complete the construction of the carwash by removing the temporary landscaping improvements and complying with the conditions of approval of the original site plan approval. The approved site plan will expire on August 5, 2016. Based on the dates provided for phase 2, the applicant would need to request a site plan extension based on RMC 4-9-200J.1.b. for a single two (2) year extension. Site plan extensions may be granted for good cause by the Administrator. The above site plan modification request would not involve more than a 10 percent increase in area or scale of the development or change the boundaries of the original approved plan as the project would not extend beyond the original site boundaries of 35,030 sq. ft. or scope of the originally approved site plan. The proposed modifications establishes phasing and would reduce the number of vehicular trips for the first three years of the project, which would not have a greater impact on the environment and/or public facilities than the original approved plan. ANALYSIS OF REQUEST: RMC 4-9-200H.2 addresses the modifications to Site Plan. Criteria Criteria Met a. Involve more than_a ten percent (10%} increase in area or scale of the development in the approved plan; or X b. Have a significantly greater impact on the environment and/or public facilities than the approved plan; or X c. Change the boundaries of the originally approved plan. X DECISION: The proposal satisfies 3 of the 3 criteria listed in RMC 4-9-200H.2 for approval of modifications. Therefore, the Cedar River Chevron modification of the Site Plan, Project Number LUA14-000799, ECF, MOD, SA-A, is approved. 5j;I /1.01c;-, Date Department of Community & Economic Development • • City of Renton Department of Community and Economic Development Administrative Modification Request Report & Decision Cedar River Chevron LUA14-000799, ECF, MOD, SA·A Report of May 11, 2015 Page 3 of 3 The decision to approve the modification(s) will become final if not appealed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057 on or before 5:00 pm, on May 26, 2015. Additional information regarding the appeal process may be obtained from the City Clerk's office, Renton City Hall -7'h Floor, 425-430-6510. If you have any further questions regarding this decision, feel free to contact the project manager, Clark H. Close, at 425-430-7289 or cclose@rentonwa.gov. FIETAJL sroFIE: 84• )( 4J' ~ SITE PLAN ~ 1 -20' 0 J. 1b· ;;. ; l· '/l/Ulf: I '""'" "' """ -/</r: t :·1 =~ 'RRIGI.TION :(g:' 18 ~--··:··1-··.li\l)_ .. -Z:-1« 'Cl EXHIBIT 1 = SITE PLAN NOTES 0 CHEVRON SIGN AND BASE ® CONCRETE SIDEWALK 0 CONCRETE APRON © CONCRETE FUELING DRIVE SLAB 0 CONCRETE SLAB OVER STORAGE TANKS © CONCRETE FUELING ISLAND (lYPJCAL) 0 CONCRETE AIR/WATER/VACUUM ISLAND © EXTRUDED CONCRETE CURB ® OIL/WATER SEPARATOR @ FUTURE DEVELOPMENT @ ACCESSIBLE NON-SUP RAMP @ ACCESSIBLE PAINTED SYMBOL @ PAINTED STRIPE 4-e PAINTED STRIPES e- ~ TRASH ENCLOSURE @ LANDSCAPING @ WOOD FENCE 5' HIGH @ EXISTING ROCKERY @ AREA LIGHT 20' HIGH @ ACCESSIBLE PARKING SIGN @ UNDERGROUND FUEL TANKS @ FUEL TANKS VENT PIPES ~, ii.. ! r~f"iliJ 1!lij •A,ii ol~l-1 it· " I ii ,i ,- ~ ~ ~ r· STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION ~ PUBLIC NOTICE ~ Linda M Mills, being first duly sworn on oath that she is the Legal i Advertising Representative of the .,. Renton Reporter a weekly newspaper, which newspaper is a legal newspaper of ~ neral circulation and is now and has been for more than six months ior to the date of publication hereinafter referred to, published in e English language continuously as a weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on August 8, 2014. ....,I.he full amount of the fee charged for said foregoing publication is • sum of$101.50. y;7rf!q /11 #tffe--z_ da M. Mills Legal Advertising Representative, Renton Reporter Subscribed and sworn to me this 8th day of August, 2014. ~~C~n~ Kaleen C. Sherman, Notary Public for the State of Washington, Residing in Buckley, Washington .. -,,,,,,\\\\\\\1' 1, --~~~c~El:J,!! ~ ,,;, -~ , lo,J.l-' r"(/V/A It -$... IQ.·.~,-.,~\\\\\\\•, ·11, ,,, -~~# j. .... '\~ E.XP1J:.i;,1 1t,, ~~ _ o ·r~111 ~ 3 {fj ;;;':;" <,,'j ,t,. i'.Jl Y ;5' 1-}. 1- ::: -..J::: c-, ~:i. ~ :; :c :E~ 0 .. ~ 0 ~ ~ \-: :::E z .. . (.) ~ }--~ ~ d.. ~O ' (o E 0 ::: ~ -.t,tV PU~"'..._.:.<: E '1: ,,, ~~ .:..7 * = 11 ,,,, 4~\ ,,.;;:-r':!-= ,, ,,, ,, ~J .:: It .o. I\\\\\\'-'''' _ -..\ l · .;;:, ,, "r4 ""' $ ,,,1 TE 01"" ,,, I \t \\\\\\\\\\,,,,,, NOTIC•:OF EN\'IRON:\IE~'UL DETERMINATION EN\'IRON:\IE:'\TAL REVIEW COMMITIEE RENTON, WASIIINGTON The Environmental Review Commiuee has issued a Determi- nation of Non-Significance Miti- gated (DNS-M) for the following project under the authority of the Renton municipal code. Cedar River Chevron LUA 14-000799. ECF. SA-A. MOD Location: 15355 Maple Valley Hwy. The applicant proposing the construction of a new fuel station with 6 two-sided pumps, convenience store. and car wash (8,395 SF) and two underground fuel storage tanks (20.000 gal). The 0.80 acre site is in the CA zone. Primary ac- cess to the site is proposed off of SR 169 and 152nd Ave SE The site is located within Zone I and Zone 2 of the Wellfie\d Capture Zones and there are no other critical areas located on- site. The applicant proposes to excavate approximately 1,091 CY and backfill 912 CY. Appeals or lhe DNS-M must he liled in wriling on or before 5:00 p.ni. on Augusl 22, 2014. Appeals must be filed in writing togclher with the required fee with: Hearing Examiner c/o City Clerk. City of Renton. 1055 S Grady Way, Renton. WA 98057. Appeals to the Hearing Examiner arc governed bv RMC 4-8-110 and -more infomlation mav be obtained from the Renton· City Clerk's Office, 425-430-6510. Published in the Renton Reporter on August 8. 2014. #1114602. ... THE CITI' OF IIENTON ENVIIIOHMENTAL REVIEW COMMITIIE (ERC) HAS OITTRMINED ntATTHE PltoPOSED ACTION IIAS PROaABLE SIG.NIFK:ANT IMPACTS 'THAT CAN If MmGATm TI,I\OUGH MITIG4TION MfASl/RfS. Appall Ill tha mwll'IIIIIMll!al datlrmln,IIOII -be m. In wrf11n1 Ol'I • NfDr9 J:00 p.m. _, ....... 22, 1111,1,~-.lth ............ lM_: HM""I-.Cltyo/fll..tan, 10S5Solllh ll..tan, WA Mm7. App,aab to 1M _.._ ar.--"""' lio/ City of 11MC -110 -::.:.::: _..... .... _..._....,N_hmlloo-OlyC.V10flb,ICS}OCM5111. ::RED~OOAI. DfTUMIKAllON IS APf'fAlltl,,. PUIUC HL\RING \MU If 5lT AND .-.i.J. ,AKTIE5 . FOR FURTHER INFORMATION l'l£ASE CONTACfTHEOTY OF RENTON DEPARTMENT OF COMMUNITY & lCONOM!C DEVELOPMENT AT {425} 430-'noo DO NOT REMOVE THIS NOTICE WITHOUT PROPl:R AUTHORIZATION l't.EASE 1NauoE THE PROJECT NUMBER WHEN CAWNG FOR PROPER FIL£ tDfflT1F1CA110N. I CERTIFICATION I, l:l f\'Tl. \l. +t CLoSC • hereby certify that J copies of the above document were posted in _2__ conspicuous places or nearby the described property on Date:_...a~<-/,__,~e...i..:/ 1c.1f _____ _ Signed:_---1..~.&!!.~.£Jfl.~a,.,._.J2.:=::::::==---- STATE OF WASHINGTON ss COUNTY OF KING I certify that I know or have satisfactor evidence that -""~~-<::.\i:::{j._,c::IJLJ..K..::::...._,_C__,).,,Cbe:a.,.-Q___.....:::~----- r/their free and voluntary act for the signed this instrument and acknowle ge uses and purptser menti~~~~-stru "1> o "'f\1~t ....... 4'o Dated: D °1 t;rj~s10N i~i;;;···;.,,· ;,i)..'4~'.\--~,..............\...--l..__:~~:a.---------f : 0 -.\OiAFir \\ Plot ic in and fortli State of Washington § :o'"' v,., s• ... ~ :~ ~ \L ~ ~ C, :.,~ (\['\ \ 111:., :ue\.~.~ N,P,'19'l, (Print}: __ .= ... -~C=:c:::~,._,_.c..:::::;..,.__=--_,,.=--'\'--'-1~ ~4 ;..;":':,...__ ~ '9 '•,"'27·'···· G" ,,' "'\.~-o'~~~~\lit expires:. ___ ' _i-'C.!...\ ~=-:J....u..b-O~·""-'l-i+-----..,..,..,.4'.,,,.,,,,,,,, Agencies Cedar River Station JP Athwal, Summit Petroleum See Attached Roger Ollenburg, Architect (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING See Attached Owner Applicant Party of Record Contact I certify that I know or have satisfactory evidence that Sabrina Mirante signed this instrument and acknowledged it to be hi mentioned in the instrument. Dated: S?J ](' / J v( Notary (Print):_~"""'1,-t::~~:.!:~~£:;::;;.· -~:,;:='-"-_;~1.....:~~~~'.2'.:::~~~ My appointment expires: Cedar River Chevron LUA14-000799, ECF, MOD, SA-A template -affidavit of service by mailing ~---------------------------------------------------------- • • AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology•• WDFW. Larry Fisher• Muckleshoot Indian Tribe Fisheries Dept. • Environmental Review Section 1775 12th Ave. NW Suite 201 Attn: Karen Walter or SEPA Reviewer PO Box47703 Issaquah, WA 98027 39015-172"" Avenue SE Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region • Duwamlsh Tribal Office • Muckleshoot Cultural Resources Program • Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Ms Melissa Calvert King Area Dev. Serv., MS-240 Seattle, WA 98106-1514 39015 172"' Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers • KC Wastewater Treatment Division • Office of Archaeology & Historic Preservation• Seattle District Office Environmental Planning Supervisor Attn: Gretchen Kaehler Attn: SEPA Reviewer Ms. Shirley Marroquin PO Box48343 PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Olympia, WA 98504-8343 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers ••• Depart. of Natural Resources PO Box47015 Olvmpia, WA 98504-7015 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Jack Pace 35030 SE Douglas St. #210 Director of Community Development Acting Community Dev. Director Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 220 Fourth Avenue South Newcastle, WA 98056 Kent, WA 98032-5895 Metro Transit Puget Sound Energy City ofTu kwila Senior Environmental Planner Kathy Johnson, Steve Lancaster, Responslble Official Gary Kriedt 355 uoth·Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mallstop EST llW Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Jallaine Madura Attn: SEPA Coordinator 700 Fifth Avenue, Suite 4900 PO Box34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it ls an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application . .,Department of Ecology Is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunlt@ecy.wa.gov •••oepartment of Natural Resources Is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template • affidavit of service by mailing ! 'Ii • • 1 • ,. , "Ll IHHi''•,'-'':FJi llJllJffliilllllDW\llhNlllill!li& -~ !illlNllillllllllfaalliLlLLLlinL;;;r; JP./\thwal Brian Gonzales Roiter Ollenburit Summit Petroleum Group 15323 SE 155th Pl, V3 Roger Ollenburg Architect 20207 105th Ave SE Renton, WA 98058 17405 33rd Dr SE Kent, WA f'llf~ Cedar River Station LLC 15355 Maple Valley Hwy Renton, WA 98058 Bothell. WA 98012 ··. Denis Law · May9r August 8, 2014 · iPAthwal • · · .. ·Summit Petroleum Gro~p 20207_ 1051 • Ave SE Kent, WA 98031 , . ENVIRONMENTAL {SEPAi THRESHOLD DETERMINATION . Cedar River' Cheveon, LUAl'l-000799; ECF, MOD, SA'A .·. Dear Mr. Atliwal: This letter is written o·n behalf of the Environmental Review Committee (ERC) to advise·you that . theyhave completed their review ofthe subject project and have issued a thi~shold . Determination ofllionsignifica.nce -Mitigated wiiti Mitigation Measures .. Plea_se refer fothe · · . entlosed ERC Report,for a list of th_e Mitig.ation Measures: Appeal; of the environmental d~termhiation ~ust be filed in writing ~n or be;ore 5:00 p.n:,. on August 22;2014, togett,er w.ith the required fee with:. Hearing 'Examiner, City of Renton, 1055 . · South Grady Way, Renton, WA 98057. Appeals to the Ei<a.miner are governed by RMC4:8-110 . . · ..• a.nd inf<irmatio~ regardingthe appeal process may be obtained .frcim the City Clerk's Office,. (425} 430°6510. . . . . . . . . . If tlie Environmental Determiriationis appealed, a pubiic hearing date will be set and all parties. notified. . . . . . . . ... If. y<iu have.any further questions, please call me at (425) 4~0-7289. Forth~ Ehvironmental Review Committee, .. ·. . . . . . . . ·/' /) J .· · ... /"/.l . --' ...... . · ... ~,fl~· .. · Clark H: Close ... Associate Planner . · · EndosU~e cc: · Ceda; Rlv~r Station/ Ow~er(s) Roger Olien.burg/ Contact · Brla.n Gonzales/ Party(ies) of Record· . ;. . . · .. Renton City Ha.II •. 1055 South GradyW~y-• Renton, Washington 98057 : rentonwa:gov Denis Law MayOr ••• ? ,August 8, 2014 ' l -"' ' • ., • ' .. , .. -. • --,-,' .community & Economic Development Defpartment Washington State Department of.Ecology. Environmental Review Section · PO Box47703 Olympia, WA 98504-7703 , · · CE"Chip"Vincent, Administrator Subject:. ENVIRONMENTAL {SEPAi THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determinatiorifor the following project reviewed by the Environmental R~view Com~ittee (ER'ci on Aug~st 4, 2014: · · . -. ' SEPA DETERMINATION: Determination ·of Nonsignificance • Mitigated (DNS-M) -· PROJECT NAME: Cedar River Chevron. PROJECT: NUMBER: '. LI.JA14~000799, ECF, MOD, SA;A ' · Appeals of the environmental determination m~stbe filed In ~riting on or befC?re 5:00 p.m. on August 22, 2014, together with the required fee with: Hearing Examiner, City of Renton, i055 . South Grady Way, Reriton; WA·98057. Appeals to the Exa_min~r are governed by RMC 4-8-110 and information regardi~g the appeal process may be obtained from the City' Clerk's Office, ·, (42.5) 430,6510. , . , , . Please refer to the enclosed Notice of E~vironmental Determination for complete·details. If you : h-a~e questions; please_callnie at (425) 430-7289. · · · ' . ' · ' · , · · For the Environmental Review Committee, Clark H. Close Associate Planner Enclosure cc: King County Wastewater Treatment Division-· Boyd Po'Ners: Department of Nat~ral Resourc~s · Karen Walter, Fisheries, Muckleshoot Indian Tribe· Meliss~ Calvert, Muckleshoot Cultural·Resources Program. 'Gretchen Kaehler, Office of Archaeology'& Histork,PreselVation --R~mil'i Pazooki,'wsrioT, NW Region Larry Fisher,WDFW . . Duwamish Tribal Office -, U.S Army Corp. of Engineers Renton City Hall • 1055 South Grady Way.'. Renton, Washington 9805.7 · •. rentoriwa.gov . • • OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Cedar River Chevron PROJECT NUMBER: LUA14-000799, ECF, MOD, SA-A LOCATION: 15355 Maple Valley Highway, State Route 169 DESCRIPTION: The applicant is requesting Administrative Site Plan Review and Environmental Review, for the construction of a new Chevron Fuel Station. The proposal Includes a convenience store (3,612 SF), car wash (1,801 SF), and fueling facility under an overhead canopy (2,982 SF) with six double- sided pumps and two underground fuel storage tanks (20,000 gallon capacity), along with associated parking, landscaping and Infrastructure. The development proposal Is associated with the previously approved Cedar River Station project to the west and will use the existing storm water system. The 0.80 acre site Is located within the Commercial Corridor {CC) land use designation and Commercial Arterial (CA) zoning classification. The subject property is located on the south side of Maple Valley Highway {SR 169). Primary access to the site Is proposed off of Maple Valley Highway and secondary access Is .from 152nd Avenue SE. A total of eight (8) parking spaces are proposed. The site Is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located onslte. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION HAS PROBABLE SIGNIFICANT IMPACTS THAT CAN BE MITIGATED THROUGH MITIGATION MEASURES. Appeals of the environmental determination must be filed In writing on or before 5:00 p.m. on August 22, 2014, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and Information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING Will BE SET AND All PARTIES NOTIFIED. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) PROJECT NUMBER: APPLICANT: PROJECT NAME: LUA14-000799 JP Athwal, Summit Petroleum Group Cedar River Chevron PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Review and Environmental Review, for the construction of a new Chevron Fuel Station. The proposal includes a convenience store (3,612 SF), car wash {1,801 SF), and fueling facility under an overhead canopy (2,982 SF) with six double-sided pumps and two underground fuel storage tanks {20,000 gallon capacity), along with associated parking, landscaping and infrastructure improvements. The development proposal is associated with the previously approved Cedar River Station project to the west and will use the existing storm water system. The 0.80 acre site is located within the Commercial Corridor {CC) land use designation and Commercial Arterial (CA) zoning classification. The subject property is located on the south side of Maple Valley Highway {SR 169). Primary access to the site is proposed off of Maple Valley Highway and secondary access is from 152nd Avenue SE. A total of eight {8) parking spaces are proposed. The site is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located onsite. PROJECT LOCATION: LEAD AGENCY: 15355 Maple Valley Highway, State Route 169 City of Renton Environmental Review Committee Department of Community & Economic Development 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 43.21C.030{2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-9-070D Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen {14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on August 22, 2014. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 10S5 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: :::i .__ v--- Terry Higashiyama, Administrator Community Services Department August 8, 2014 August 4, 2014 /2_ ''tj I 'i !} c (Z;Bf_ r Mark Peterso~, Administrator Date · & Fire Emergency ervic~ Date C.E. "Chip" Vincent, Administrator Department of Community & Economic Development '/ /~/;y 7 Date 'if /t ( 11 Date DEPARTMENT OF corAuNITV AND ECONOMIC DEVELOPMENT DETERMINATION OF NONSIGNIFICANCE -MITIGATED (DNS-M) MITIGATION MEASURES AND ADVISORY NOTES PROJECT NUMBER: APPLICANT: PROJECT NAME: LUA14-000799, ECF, MOD, SA-A JP Athwal, Summit Petroleum Group Cedar River Chevron PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Review and Environmental Review, for the construction of a new Chevron Fuel Station. The proposal includes a convenience store {3,612 SF), car wash {1,801 SF), and fueling facility under an overhead canopy {2,982 SF} with six double-sided pumps and two underground fuel storage tanks {20,000 gallon capacity), along with associated parking, landscaping and infrastructure. The development proposal is associated with the previously approved Cedar River Station project to the west and will use the existing storm water system. The 0.80 acre site is located within the Commercial Corridor {CC) land use designation and Commercial Arterial {CA} zoning classification. The subject property is located on the south side of Maple Valley Highway {SR 169). Primary access to the site is proposed off of Maple Valley Highway and secondary access is from 152"' Avenue SE. A total of eight {8} parking spaces are proposed. The site is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located onsite. PROJECT LOCATION: LEAD AGENCY: MITIGATION MEASURES: 15355 Maple Valley Highway, State Route 169 The City of Renton Department of Community & Economic Development Planning Division a. All earthwork performed or implemented by the applicant shall be consistent with the recommendations of the Geotechnical Engineering Study prepared by Earth Consulting Incorporated (ECI}, dated October 1, 2007 {Exhibit 7, Environmental Review Committee Report and Administrative Site Development Plan Report & Decision). b. If any Native American grave{s) or archaeological/cultural resources {Indian artifacts) are found, all construction activity shall stop and the owner/developer shall immediately notify the City of Renton Planning Division, concerned Tribes' cultural committees, and the Washington State Department of Archaeological and Historic Preservation. ADVISORY NOTES: The following notes are supplemental information provided In conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. • • Planning: 1. RMC section 4·4·030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 3. Commercial activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 4. All landscaping shall be irrigated by an approved irrigation system prior to final occupancy permits. Water: 1. A water availability certificate will be required to be submitted to the City with the site plan application. Sanitary Sewer: 1. A sewer availability certificate will be required to be submitted to the City with the site plan application. Surface Water: 1. A surface water system development fee of $0.491 per square foot of new impervious surface will apply. This is payable prior to issuance of the utility construction permit. 2. A drainage report and drainage plan was submitted and approved under the original site plan for the Cedar River Station site. Installation of the onsite storm and detention/water quality vault is currently being constructed including a storm stub to the fuel station. Review of the onsite conveyance system for the fuel station site will be done at construction permit submittal. 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site. Transportation: 1. Frontage improvements along SR-169 are currently being installed by the developer of Cedar River Station. 2. A traffic impact analysis was reviewed under the Cedar River Station with the site plan application. 3. Unless amended or terminated, Section 4 of the Developer Extension Agreement for Aqua Barn Ranch LLC. (Recording# 20070307000134) acknowledges that the City agrees that a sum equal to $252,799.50 be credited against the City of Renton's traffic mitigation fees. ERC Mitigation Measures and Advisory Notes Page 2 of 3 • • General: 1. Separate permits and fees for storm connection will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. Fire: 1. The preliminary fire flow requirement is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150-feet of the proposed buildings and two hydrants are required within 300-feet. Existing hydrants can be counted toward the requirement as long as they meet current code including 5-inch storz fittings. A water availability certificate is required from Cedar River Water and Sewer District. 2. An approved fire alarm system is required throughout the building. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting. Fire alarm system shall be fully addressable and full detection is required. 3. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting for all underground flammable liquid storage tanks and tank monitoring systems. 4. Fire department apparatus access roadways are required to be minimum 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. 5. An electronic site plan is required to be submitted to the Renton Fire Department for pre-fire· planning purposes prior to occupancy of the building. 6. City ordinance requires full back up on site generator capacity to keep the station up and ~unning during long term power outages. 7. The fire impact fees are applicable at the rate of $0.54 per square foot of building area. No fees charged for the pump island canopy. These fees are paid at time of building permit issuance. Community Services: 1. There are no impacts to parks. Police: 1. Minimal impact on police services. ERC Mitigation Measures and Advisory Notes Page 3 of 3 • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW COMMITTEE REPORT AND ADMINISTRATIVE SITE DEVELOPMENT PLAN REPORT & DECISION ERC MEETING DATE: Project Name: Owner: Applicant: Contact: File Number: Project Manager: Project Summary: Project Location: Site Area: STAFF RECOMMENDATION: August 4, 2014 Cedar River Chevron Cedar River Station LLC, 15215 SE 272"' St #201, Kent, WA 98042 JP Athwal, Summit Petroleum Group, 20207 105" Ave SE, Kent, WA 98031 Roger Ollenburg, Roger Ollenburg Architect, 17405 33'' Dr SE, Bothell, WA 98012 LUA14-000799, ECF, MOD, SA-A Clark H. Close, Associate Planner The applicant is requesting Administrative Site Plan Review and Environmental Review, for the construction of a new Chevron Fuel Station. The proposal includes a convenience store {3,612 SF), car wash (1,801 SF), and fueling facility under an overhead canopy (2,982 SF) with six double-sided pumps and two underground fuel storage tanks (20,000 gallon capacity), along with associated parking, landscaping and infrastructure. The development proposal is associated with the previously approved Cedar River Station project to the west and will use the existing storm water system. The 0.80 acre site is located within the Commercial Corridor (CC) land use designation and Commercial Arterial (CA) zoning classification. The subject property is located on the south side of Maple Valley Highway (SR 169). Primary access to the site is proposed off of Maple Valley Highway and secondary access is from 152"' Avenue SE. A total of eight (8) parking spaces are proposed. The site is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located onsite. 15355 Maple Valley Highway, State Route 169 APN: 232305-9211 35,031 SF (0.80 acres) Proposed New Bldg. Area (gross): 8,395 SF Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance Mitigated (DNS-M). Project Location Map ERC & Site Plan Report 'I City of Renton Department of Community & omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 I A. EXHIBITS: Environmental Rev· •Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 2 of 22 Exhibit 1: Environmental Review Committee & Administrative Site Plan Report Exhibit 2: Cedar River Station Site Plan with Truck and Travel Path Exhibit 3: Site Plan Exhibit 4: Landscape Plan Exhibit 5: Building Elevations Exhibit 6: Canopy Elevations Exhibit 7: Original Geotechnical Report prepared by Earth Consulting Inc. (ECI), dated October 1, 2007 Exhibit 8: Additional Geotechnical Report prepared by E3RA, dated November 22, 2013 Exhibit 9: Site Plan _Review Drainage Letter prepared by Beyler Consulting, dated October 10, 2013 and Cedar River Station Technical Information Report prepared by ESM Consulting Engineers, LLC, dated February 28, 2013 Exhibit 10: Construction Mitigation Description Exhibit 11: Traffic Impact Analysis prepared by DN Traffic Consultants, dated August 23, 2012 Exhibit 12: Preliminary Grading, Drainage, and Utility Plan Exhibit 13: Notice of Application and Proposed Determination of Non-Significance-Mitigated (DNS-M) Exhibit 14: Proof of Notice of Application Mailing Exhibit 15: Environmental "SEPA" Determination Exhibit 16: Wall Lighting Fixture Exhibit 17: Traffic Concurrency Test: Lee Exhibit 18: Aqua Barn Ranch, Inc. Development Agreement, recorded on March 7, 2007 Exhibit 19: Aqua Barn Site Development Agreement Design Standards (Exhibit B of the Development Agreement) Exhibit 20: Cedar River Station Landscaping Plan, dated September 6, 2013 Exhibit 21: Chevron Colors Exhibit 22: Advisory Notes to Applicant I 8. GENERAL INFORMATION: 1. Owner(s) of Record: Cedar River Station LLC 15215 SE 272nd St #201, Kent, WA 98042 2. Comprehensive Plan Land Use Designation: Commercial Corridor (CC) 3. Zoning Designation: Commercial Arterial (CA) 4. Existing Site Use: Vacant 5. Neighborhood Characteristics: a. North: b. East: c. South: d. West: ERC and Site Plan Report Maple Valley Highway (SR 169); Cedar River Trail, King County Parks -Vacant- Single Family (RAS zone) Residential Mobile Home Park (RMH zone) -Condominium, Emerald Crest Multi-Family Residential (R-14 zone)-Valley Springs Apartments Church/Welfare/Religious Services {R-14 zone)-New Life Church@ Renton City of Renton Deportment of Community & .m. ic Development CEDAR RIVER CHEVRON Environmental Re·· ommittee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Report of August 4, 2014 6. Site Area: 35,031 SF ~ C. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation Master Plan, Cedar River Station Aqua Barn Ranch, Inc. Development Agreement I D. PUBLIC SERVICES: 1. Existing Utilities Land Use File No. N/A N/A N/A LUA12-000193 N/A Page 3 of 22 Ordinance No. Date 5099 11/01/2004 5100 11/01/2004 5373 06/09/2008 N/A 05/02/2013 N/A 03/07/2007 a. Water: Water service will be provided by Cedar River Water District. Water utilities will be designed by the Water District. b. Sewer: Sewer service will be provided by Cedar River Sewer District. Sewer utilities will be designed by the Sewer District. c. Surface/Storm Water: All exposed impervious areas will be collected in catch basins and conveyed in a piped conveyance system to an underground water quality and detention vault. Discharge from the vault will be into the Lower Cedar River King County Drainage Basin. 2. Streets: Maple Valley Highway (SR 16~ and 152°• Avenue SE 3. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CDDE: 1. Chapter 2 Zoning Districts -Uses and Standards a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-060: Zoning Use Table -Uses Allowed in Zoning Designations c. Section 4-2-120: Commercial Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts a. Section 4-3-050: Critical Area Regulations b. Section 4-3-100: Urban Design Regulations 3. Chapter 4 City-Wide Property Development Standards 4. Chapter 6 Street and Utility Standards a. Section 4-6-060: Street Standards 5. Chapter 9 Permits -Specific a. Section 4-9-200: Master Plan and Site Plan Review ERC and Site Plan Report City of Renton Deportment of Community ~omic Devefopment CEDAR RIVER CHEVRON W" Report of August 4, 2014 6. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element (2007) 2. Community Design Element (2007) I G. ENVIRONMENTAL REVIEW Environmental Re.Committee & Administrative Site Pion RePort LUA14-000799, ECF, MOD, SA-A Page 4 of 22 In compliance with RCW 43.21(.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Environmental Threshold Determination a. .Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS-M with a 14-day Appeal Period. 2. Mitigation Measures a. All earthwork performed or implemented by the applicant shall be consistent with the recommendations of the Geotechnical Engineering Study prepared by Earth Consulting Incorporated (ECI), dated October 1, 2007 (Exhibit 7). b. If any Native American grave(s) or archaeological/cultural resources (Indian artifacts) are found, all construction activity shall stop and the owner/developer shall immediately notify the City of Renton Planning Division, concerned Tribes' cultural committees, and the Washington State Department of Archaeological and Historic Preservation. 3. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions ta determine whether the applicant has adequately identified and addressed environmental impacts anticipated to accur in conjunctian with the proposed development. Stoff reviewers hove identified that the proposal is likely to have the following probable impacts: a. Earth Impacts: The ground surface in the vicinity of the subject site is relatively flat, graded and ready for construction. The site's steepest slope is approximately 2 percent. The ground surfaces around the perimeter of the fill and graded site slopes towards the north, south and east property lines. Following development, impervious surfaces will be collected in catch basins and conveyed in a piped conveyance system to an underground water quality and detention vault located on the companion property to the west (Exhibit 2); impervious surfaces would be at 78 percent. According to the Geotechnical Engineering Report prepared by the E3RA, dated November 22, 2013, the soils encountered during field exploration in the top 7.5 feet include dark brown, moist, medium dense silty sand with some gravel (SM) that transitions to brown with trace gravel after 3 feet. From 7.5 feet to 9 feet the soils consisted of brown, slightly moist, medium dense, fine to medium sand (SP) (Exhibit B). No groundwater or test pit caving was encountered in either test pit conducted by E3 RA. The original Geotechnical Report prepared by ECI, dated October 1, 2007, excavated two test pits in close proximity to the fuel station and they encountered silty sand or sand with silt in the upper 5.5 to 7.5 feet, underlain by silty or poorly graded gravel (Exhibit 7). The results of both subsurface investigations conducted are ERC and Site Plan Report City of Renton Department of Community ~omic Development CEDAR RIVER CHEVRON W Environmental Re.Committee & Administrative Site Plan Report LUAl4-000799, ECF, MOD, SA-A Report of August 4, 2014 Page .5 of 22 generally consistent, which was expected since the entire building pad appears to have been constructed at the same time. The applicant proposes to excavate approximately 1,091 cubic yards and backfill 912 cubic yards (726 cu. yds. of pea gravel, 152 cu. yds. of crushed rock, and 34 cu. yds. of gravel). The applicant will be required to maintain the existing Temporary Erosion and Sedimentation Control Plan (TESCP) pursuant to the 2009 King County Surface Water Design Manual Erosion and Sediment Control Requirements. The submitted geotechnical report provides recommendations for site preparation and earthwork, foundations, retaining walls, slab-on-gr.ade floors, seismic design considerations, excavations and slopes, site drainage, utility support and backfill, and suggested pavement sections. Grading will involve cuts and fills of less than three (3) feet on the relatively level property. The report concludes that the development of the project be completed in accordance with the recommendations put forth in the 2007 geotechnical report for Cedar River Station. Staff recommends the project proponent follow the recommendations presented in the geotechnical study regarding site preparation and general earthwork, Structural Fill, Foundations, Retaining Walls, Slab-on-Grade Floors, Seismic Design Considerations, Excavations and Slopes, Site Drainage, Utility Support and Backfill, and Suggested Pavement Sections. Mitigation Measures: Project construction shall be required to comply with the recommendations outlined in the Geotechnical Engineering Study prepared by Earth Consulting Inc., dated October 1, 2007 (Exhibit 7). Nexus: SEPA Environmental Review, RMC 4-4-060 Grading, Excavation and Mining Regulations. b. Environmental Health Hazards Impacts: It is not anticipated that the project would significantly impact environmental health. The applicant is proposing two underground fuel storage tanks, 20,000 gallons total capacity, located west of the fueling station islands. The underground tanks measure roughly 30 feet by 42 feet (1,260 SF) and are at least 120 feet from the residential neighbors to the south and east. The following measures will be used to reduce or control surface, ground, and runoff impacts: underground tanks fill connection will be surrounded by containment manholes allowing any fuel trapped in the container during the tank fill process to discharge into the tank; underground tanks fill and vent systems are designed with a prevention system to stop the flow of product into the tanks at a predetermined level below the top of the tank; underground tanks have an inert outer wall and are designed with a double wall system should the inner tank leak or fail; tank mounted pumps are installed within sumps attached to the tanks; the product pipes use a double wall system that slopes downward from the dispensers to the tank sumps; inert sumps exist under all dispensers; electronic sensors are installed to monitor the tank interstitial spaces, tanks sumps and dispenser sumps. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. c. Air Impacts: It is not anticipated that the project would significantly impact air quality. Any impacts would be from construction and future operations, including customer traffic. Air impacts from construction would be temporary and would be limited in duration. The Temporary Erosion and Sediment Control Plan (TESCP) would aid in reducing the airborne particulates related to dust by controlled watering of the grounds during construction. Following construction, the operation of the fuel center would result in such emissions as carbon monoxide (CO), nitrogen oxides (NOXs), sulfur oxides (SOXs), volatile organic compounds (VOCs), hydrocarbons, and ERC and Site Plan Report City of Renton Department of Community .omic Development CEDAR RIVER CHEVRON Environmental R.Committee & Administrative Site Plan Report WA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 6 of 22 related airborne pollutants typically associated with the use of fossil fuels. Gas fumes must meet federal air quality standards. The project would need to meet the Puget Sound Clean Air Agency requirements to minimize impacts of idling cars and dispensers. These systems would reduce and/or recover vapors. Mitigation Measures: No further mitigation recommended. Nexus:. Not applicable. d. Storm Water Impacts: A Preliminary Technical Information Report (TIR) prepared by ESM Consulting Engineers, LLC, dated February 28, 2013, and Site Plan Review . Drainage Letter prepared by Beyler Consulting, dated October 10, 2013, was submitted with the application (Exhibit 9). The provided TIR identifies that the site is nearly flat without much slope; stormwater runoff will be collected in catch basins and conveyed in a piped conveyance system to the existing stormwater water quality and detention vault (located on Lot A). The new pipes will connect to the storm system of the Cedar River project (designed to manage stormwater for the Cedar River Station on Lot A and Cedar River Chevron on Lot B). The vault detains stormwater to required flow control standards before releasing runoff downstream. The storm system will comply with City of Renton Amendments to the 2009 King County Surface Water Design Manual (KCSWDM) for the flow control and water quality facility analysis and design. All commercial projects require enhanced basic water quality treatment. The developed site runoff will be released into an existing catch basin along SE Maple Valley Road (SR 169) and travel along a pipe/ditch conveyance system until runoff enters Cedar River a couple miles downstream. The proposed project would result in more than 5,000 SF of new impervious surface area; therefore, an onsite stormwater flow control system is required. Level 2 conservation flow control is proposed to be used. A project specific temporary erosion and sediment control (TESC) plan will be prepared during final engineering. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. e. Noise Impacts: During construction, equipment operation would temporarily increase noise levels in the vicinity of the project. Construction vehicles are required to have mufflers to reduce some of the temporary impact of construction noise. In addition, the applicant has indicated they would limit construction to the standard hours permitted by the City of Renton (Exhibit 10). The project would result in long-term noise increases due to the vehicular activities associated with a commercial development including a drive-through and delivery vehicles. The proposed site plan placed trash receptacles and delivery areas at least 50 feet north of the south property line where the site abuts residential development. In addition, a 5-foot high wood fence and a landscaped buffer will provide an environmental barrier from the residential development to the south and east. Moreover, the increase in noise is anticipated to be minimal compared to the traffic noise associated with Maple Valley Highway located immediately north of the site. Mitigation Measures: No additional mitigation needed. Nexus: Not applicable. ERC and Site Plan Report City of Renton Department of Community .omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 f. Historic and Cultural Preservation Environmental R.Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 7 of 22 Impacts: Historically the Cedar River has meandered downstream in the Renton-Maple Valley area across the width of the river valley. Furthermore, developments within the vicinity of the Cedar River are more likely to be sites where significant historic and/or cultural resources would be found. The subject site was conditioned under LUA12-000193 to stop work and immediately notify the City of Renton Planning Division, concerned Tribes' cultural committees, and the Washington State Department of Archeological and Historic Preservation if any Native American grave(s) or archaeological/cultural resources (Indian artifacts) are found, as such staff recommends the same mitigation measure for the subject project. Mitigation Measures: If any Native American grave(s) or archaeological/cultural resources (Indian artifacts) are found, all construction activity shall stop and the owner/developer shall immediately notify the City of Renton Planning Division, concerned Tribes' cultural committees, and the Washington State Department of Archaeological and Historic Preservation. Nexus: SEPA Environmental Regulations. g. Transportation Impacts: Access to the site is proposed to be at two locations, one from Maple Valley Highway (SR 169) and one from 152nd Ave SE. The access from SR 169 is right-in and right-out only and th\! access from 152°• Ave SE will be a full access with both left and right turning movements. Right-of-way improvements are proposed along Maple Valley Highway and currently exist along 152nd Ave SE. In addition, eight (8) parking stalls are proposed in a surface parking lot to serve the proposed development. The applicant submitted a Traffic Impact Analysis prepared by DN Traffic Consultants, dated August 23, 2012 (Exhibit 11). The provided report includes analysis of the existing transportation system, containing public transit and pedestrian facilities for the entire Cedar River Station and the proposed fuel station. Based on the provided study, the site is served by Metro Transit Route 143 and Route 907. Both routes provide transit from Enumclaw to Renton for weekdays; however, no weekend service is provided or proposed for the Cedar River Station. The nearest bus stops are located on the northwest corner of SR 169/152nd Ave SE intersection for westbound service and southeast corner for eastbound service. There are existing pedestrian improvements (sidewalks) along 152nd Ave SE and along SR 169 west of 152nd along the front of the New Life Church property. Across SR 169 is the Cedar River Trail, a multi-purpose recreational trail that extends from Lake Washington to Maple Valley. The Traffic Analysis assumed a horizon year of 2014 for build out of the Cedar River Station, and analyzed traffic impacts at the following intersections and access points: • SR 169/140th Way SE • SR 169/14Sth Ave SE • SR 169/149th Ave SE • SR 169/161st Ave SE • SR 169/152nd Ave SE/154th Pl SE • SR 169/Site Access • SR 169/Molasses Condo Access • 152nd Ave SE/Site Access The development proposal is associated with the previously approved Cedar River Station project to the west. The calculated average weekday daily trips, for Cedar River Chevron was estimated at 1,953 using the average weekday daily trip generation rate. Cedar River Station, as a single use, is estimated to generate 5,898 daily, 486 AM peak and 359 PM peak hour trips. The entire Cedar River Station, including the fuel station, is estimated to generate 105 PM peak trips (47 of which are attributed to Cedar River Chevron) on the adjacent arterial network with 133 trips to internal capture and 121 to pass by trips {359 -133 -121 = 105 total PM peak hour trips). The project passes the City of Renton Traffic Concurrency Test per RMC 4-6- 070.D (Exhibit 17). ERC and Site Plan Report City of Renton Department of Community ~omic Development CEDAR RIVER CHEVRON 'W Environmental Re.ommittee & Administrative Site Pion Report LUA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 8 of 22 The traffic study included a level of service analysis completed for the above listed intersections/access points. This qualitative level of service remains the same for both existing 2012 PM peak hour and future 2014 PM peak hour. The conclusion of the evaluation is that the Cedar River Station, including Cedar River Chevron, would not create a significant adverse impact on traffic operations at the analysis intersections. A crash history analysis was also completed by ON Traffic Consultants. The report identifies that there has been a total of 53 crashes at three of the six study area intersections on SR 169 during the last three plus years. However, the analysis concludes that there is not a significant frequently occurring crash event that would warrant consideration for mitigation, as the overall crash history is significantly less than the statewide average for signalized intersections. The provided analysis conduded that traffic generated by the proposed Cedar River Station is not expected to create a significant adverse impact on the City of Renton roadway network. However, it should be noted that a Development Agreement between the City and the property exists and is recorded under recording number 20070307000134 (Exhibits 18 & 19). Among other things, the Development ·Agreement includes a traffic mitigation fee credit. As identified in Section 4 of the Development Agreement, in 2003 the signalized intersection and turn lanes and other improvements were constructed with private funds totaling $337,066. It was identified that the commercial site (subject site) would contribute an estimated 75 percent share of the traffic trips to the intersection. Based on this analysis, the City agreed that a sum of $252,799.50 would be credited against the Renton traffic mitigation fees (now impact fees) due upon development of the property. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. h. Fire & Police Impacts: Police and Fire Prevention staff indicated that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. i. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant" (Exhibit 22) . ./ Copies of all Review Comments are contained in the Official File and may be attached to this report. H. ADMINISTRATIVE SITE PLAN REVIEW FINDINGS OF FACT: 1. The applicant, JP Athwal, Summit Petroleum Group, is requesting Administrative Site Plan Review and Environmental "SEPA" Review for the development of Chevron Fueling Station that includes a 3,612 square foot convenience store, a 2,982 square foot canopy over six fueling drive lanes each with two fueling stations, a 1,801 square foot car wash with a mechical room, two underground fuel storage tanks with a total capicity of 20,000 gallons, and associated improvements. ERC and Site Plan Report City of Renton Department of Community .omic Development CEDAR RIVER CHEVRON Envirormental R. Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 9 of 22 2. The 0.80 acre site, or Lot B (APN 232305-9211), is located within the Commercial Corridor (CC) land use designation and Commercial Arterial {CA) zoning classification. 3. The proposed building heights are as follows: convenience store 19'-8", fuel canopy 20'-0", and car wash 18' -0". 4. The development of the subject site includes eight (8) surface parking stalls and associated utility improvements, such as water service, sanitary sewer, and gas connections. Associated drainage improvements include catch basins conveyed in a piped conveyance system to the existing stormwater water quality and detention vault located on parcel no. 232305-9210 (Lot A) as part of the approved system for Cedar River Station, Master Site Plan {LUA12-000193). 5. Cedar River Station Master Site Plan and Site Plan review was approved by the Renton Hearing Examiner on March 8, 2013. Development of the 21,703 SF parcel consists of general retail space in three separate buildings, 97 parking stalls and two loading stalls. 6. The Master Site Plan identified a gas station on the eastern edge of the proposal. The gas station was not included in the subject site plan review and/or SEPA Environmental Review, however it was included to be a "place holder'' and facilitate a Master Site Plan for the combined site. 7. The development is subject to a Development Agreement Recording #20070307000134, which includes but is not limited to, site specific land use restrictions, traffic mitigation credits, and development regulation vesting. 8. The applicant is requesting a stacking modification in order to allow stacking for up to 12 vehicles instead of the required 30 vehicles. The project fueling area will have six fueling drive lanes each with two fueling locations. 9. The subject property is located on the south side of Maple Valley Highway (SR 169), just east of 152"' Ave SE. 10. The applicant is proposing two (2) access locations, one from Maple Valley Highway {SR 169} and one from 152nd Ave SE. The access from SR 169 is right-in and right-out only and the access from 152nd Ave SE is a full access with both left and right turning movements. 11. The site is bordered to the south by Valley Springs Apartments, to the west by New Life Church @ Renton, to the east by Emerald Crest Condominiums, and to the north by SR 169. 12. The massing of the proposed structures are most prominently visible from SR 169. 13. The proposed structures have varied roof elements, including extended parapets with metal flashing and metal siding. 14. Building materials include smooth face CMU, split face CMU, steel columns, steel framing, metal panels, pre-finished metal siding, metal awnings, ACM panels, and DRYVIT siding {Exhibits 5 & 6). 15. Exterior building colors include nutmeg, cafe au lait, chilled wine, mocha, and noir (Exhibits 5 & 21). 16. Canopy fascia, canopy columns include blue, silver, white, sierra tan and dark gray (Exhibits 6 & 21). 17. The entrance to the convenience store ("Extra Mile") is along the north.em fa~ade with an orientation toward Maple Valley Highway. The fuel station is located north of the convenience store, and the car wash is located east of the convenience store and the fuel station. 18. The site is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located on site. 19. The ground surface in the vicinity of the subject site is relatively flat. The site steepest slope is approximately 2 percent. ERC and Site Plan Report City of Renton Deportment of Community .omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 20. No trees are located on the site. Environmental R. Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 10 of 22 21. The applicant proposes to excavate approximately 1,091 cubic yards and backfill 912 cubic yards (726 cu. yds. of pea gravel, 152 cu. yds. of crushed rock, and 34 cu. yds. of gravel). 22. The conceptual landscape plan submitted with the application includes the installation of landscaping both along the perimeters of the site and internal to the site. Vegetation proposed includes a variety of trees: Jacquemontii Birch, Katsura, Crimson Pointe Plum, Weeping Alaska Cedar, Hinoki Cypress, Vanderwolfs Pyramid Limber Pine; shrubs: Compact Strawberry Bush, Everest Azalea, Cherry Bomb Barberry, Rose Glow Japanese Barberry, Mexican Orange, White Rock Rose, Velvet Cloak Smoke Tree, Flaming Silver Japanese Pieris, Goldmound Spirea, Miss Kim Lilac; and groundcover: Kinnikinnick, Pink Panda Sand Strawberry, and seasonal color. 23. The Planning Division of the City of Renton accepted the above master application for review on June 20, 2014 and determined it complete on July 3, 2014 (Exhibits 13 &14). The project complies with the 120-day review period. 24. A drainage report has been submitted by ESM Consulting Engineering, along with a site plan review drainage letter prepared by Seyler Consulting (Exhibit 9). A Level 1 analysis was done and the report addresses compliance with 2009 King County Surface Water Manual and City of Renton Amendments to the KCSWM, Chapters 1 and 2. All core and special requirements have been discussed in the report. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Conditions. The engineer has provided calculations, and noted in the report a combined detention and water quality vault will be constructed off-site under the parking lot of Lot A. 25. A geotechnical report was submitted by Earth Consulting, Inc (ECI). The report identifies the soils as glacial till and notes groundwater is present 7-10 feet below the surface. These soils will not support infiltration. Roof downspouts will be tightlined to the storm system. A site-specific geotechnical report was submitted by E3RA (Exhibit 8). No groundwater or test pit caving was encountered in either test pit conducted by E3RA. The results of both subsurface investigations conducted are generally consistent with geotechnical report prepared by ECI. 26. No public comments were received. 27. Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on August 4, 2014, the City's Environmental Review Committee issued a Determination of Non- Significance-Mitigated (DNS-M) (Exhibit 15). A 14-day appeal period will commence with this Administrative Site Plan Review Decision on August 8, 2014 and end on August 22, 2014. 28. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments have been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. 29. The proposal requires Site Plan Review. The following table contains project elements intended to comply with Site Plan Review decision criteria, as outlined in RMC 4-9-200E: ERC and Site Plan Report City of Renton Department of Community &.omic Development CEDAR RIVER CHEVRON Environmental Re.Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 11 of 22 Objective LU-EEE: Create opportunities for development and re-development of land in portions of the Commercial Corridor designation for general business and service uses. Policy LU-346. Support the redevelopment of commercial business districts located along principal arterials in the City. Policy LU-347. Implement development standards that encourage lively, attractive, medium to high-density commercial areas. Policy LU-348. Encourage consolidation of individual parcels to maximize flexibility of site design and reduce access points. Policy LU-349. Support development plans incorporating the following features: 1) Shared access points and fewer curb cuts; 2) Internal circulation among adjacent parcels; 3) Shared parking facilities; 4) Allowance for future transition to structured parking facilities; 5) Centralized signage; 6) Unified development concepts; and 7) Landscaping and streetscape that softens visual impacts. Policy LU-353. Structures at Commercial Corridor intersections should not be set back from the street and sidewalk so as to allow vehicular circulation or parking to be located between the sidewalk and the building. Policy LU-358. Parking areas should be landscaped (including street trees, buffers, berms), especially along roadways, to reduce visual impacts. Objective LU-JJJ: Where Commercial Corridor areas intersect other land use designations, recognition of a transition and/or buffer between uses should be incorporated into redevelopment plans. Policy LU-368. Consideration of the scale and building style of nearby residential neighborhoods should be included in development proposals. Policy LU-369. Development should be designed to consider potential adverse impacts on adjacent, less intensive uses, e.g. points of ingress and egress, lighting, landscaping, pedestrian walkways, and setbacks should all be considered during site design. Policy LU-370. Landscape buffers, additional setbacks, reduced height, and screening devices such as berms and fencing should be employed to reduce impacts (e.g. visual, noise, odor, light) on adjacent, less intensive uses. ERC and Site Plan Report City of Renton Department of Community ~omic Development CEDAR RIVER CHEVRON W Report of August 4, 2014 Environmental Re.Comm1.·ttee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 12 of 22 Density: Per RMC 4-2-120A the a/lawed density range in the CA zoning classification is a minimum of 20 dwelling units per net acre {du/ac) up ta a maximum of 60 du/ac. Net density is calculated after public rights-of-way, private access easements, and critical areas are deducted /ram the grass acreage of the site. Not applicable. Lat Dimensions: Per RMC 4-2-120A the minimum lot size, in the CA zone, is 5,000 square feet. Not applicable. Maximum Lot Coverage for Buildings: Per RMC 4-2-120A 65% af total lat area ar 75% if parking is provided within the building ar within an an-site parking garage. Three commercial buildings would be located on Lot B, which are proposed to have a combined building footprint of 8,395 SF, which would result in 24% building coverage. As such, the project would be in compliance with the maximum building coverage standards. Setbacks: Per RMC 4-2-120A the CA zoning classification requires a minimum /rant yard setback af 10 feet which may be reduced to zero feet during the site plan development review process, provided blank walls are not located within the reduced setback. The CA zone has no rear or side yord setback other than 15 feet if lot abuts or is adjacent to o residential zone, not including RMH. The minimum freeway frontage setback of 10 feet landscaped /ram the property line. The applicant provided a site plan with the application (Exhibit 3); based on the site plan, all buildings would exceed the minimum setbacks. The closest building to the property line is the Car Wash/Mechanical building, located 15 feet from the east property line. The applicant has proposed a 15'-6" landscape bed along the south and north property lines, and a 15-foot or greater landscaped setback on the east side. No landscaping is proposed between the property lines of Cedar River Station retail development to the west and Cedar River Chevron. Building Height: Per RMC 4-2-120A building height is restricted to 50 feet unless a conditional use permit is obtained. The height of any of the proposed structures would roughly be 20 feet or less (Exhibits 5 & 6), which is compliant with the maximum height permitted in the CA zone. Landscaping: Site Landscaping: landscaping requirements are identified in Exhibit B of the Development Agreement, subsection Standards 3, which requires a 15-foot wide landscape strip along all street frontages (Exhibit 19 ). Unimproved portions of abutting street right-of-way can be used in combination with abutting private property to meet the required 15-foot landscape strip width. Such landscaping shall include a minimum 30-inch high berm and 2.5 inch caliper red maples planted 25 feet an center, if the existing trees are not retained. In addition ta the street frontage landscaping requirements, RMC 4-2-120A requires a 15-foat wide landscape visual barrier or (if approved via site plan review) a 10-faot wide sight-obscuring landscape strip between commercial lots and abutting property zoned residential (excluding RMH). In addition, the Development Agreement requires a double-faced and stained 5-faat high woad fence installed along any unfenced boundaries af the site that abut residentially zoned property. In order to improve pedestrian access to and from abutting residential properties, openings in the fence shall be provided. The applicant provided a conceptual landscape plan with the application (Exhibit 4), which identifies a ERC and Site Plan Report City of Renton Department of Community &.omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 Environmental Re.Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 13 of 22 minimum 15-foot wide landscape strip along all frontages with a berm located in the planter strip on SR 169, and a 5-foot high wood fence located along the south and east properties for additional screening. All existing street trees along SR 169 {Maple Valley Highway) have been removed. As such, the applicant was conditioned to replace the street trees on SR 169 with 2.5 inch caliper red maples. Cedar River Station Landscaping Plan, as approved on September 9, 2013 (Exhibits 18 & 19), included three new 2.5 inch caliper Quaking Aspen trees with 40-foot spacing as replacement trees identified in Exhibit B, section 3, of the Development Agreement in the WSDOT right-of-way along SR 169. The approved landscaping plan for Cedar River Station satisfies the provisions of the Development Agreement. The applicant's conceptual landscape plan is generally consistent with the Cedar River Station's landscaping plan. The applicant shall provide final landscape plan for review and approval prior to construction permit issuance. The applicant has proposed to provide a 15.5-foot wide landscape strip along a portion of the rear property line adjacent to the R-14 zoned property. The landscaping transitions down to an 8-foot wide landscape strip at the southwest corner of the lot, in order to match the approved site plan for Cedar River Station to the west. Staff recommends as a condition of approval that additional landscaping trees be placed on the east elevation in order to better screen the mechanical building and car wash building from the residential development to the east. The applicant shall provide a revised landscaping plan for review and approval by the Development of Community & Economic Development, Planning Division project manager. Parking Lot Landscaping: Surface parking lots with less than fourteen (14) stalls are not required to provide minimum amounts of interior parking lot landscaping. At Cedar River Station (Lot A), 97 parking stalls were identified. Therefore, a minimum of 25 SF of parking lot landscaping per stall was required (15 SF when total number of parking stalls is between 15 and 50}. Additional code requirements were as follows: any landscaped area shall be a minimum of 5 feet in width. Interior parking lot landscaping shall include at least one tree for every 6 spaces; shrubs shall be planted at a rate of 5 per 100 SF of landscaped area. Up to 50% of the shrubs may be deciduous and all shrubs shall have a mature height between three and four feet. Groundcover shall be sufficient quantities to provide 90% coverage within three years of installation. No more than 50 feet shall be permitted between parking stall landscape areas. An underground Irrigation System is required. Based on the proposal to provide 8 parking stalls, the applicant should provide interior parking lot landscaping to match the thresholds provided by Cedar River Station, given both parcels were approved under the same master site plan review. The applicant is proposing two planter islands totaling roughly 175 SF with 2 trees, 10 shrubs, and additional groundcover. The conceptual landscape plan provides roughly 21Y, SF of interior parking lot landscaping per stall. All parking stalls are within 50 feet of a landscaped area. An additional 150 SF of interior landscaping is provided on the north and south side of the refuse and recycling facility. The proposed parking lot landscaping plant schedule, locations, and areas comply with the standards of the code as submitted by the applicant. The applicant shall provide an underground irrigation system with the building permit application for review and approval by the Development of Community & Economic Development, Planning Division project manager. Refuse and Recyclables: Per RMC 4-4-090 for retail developments a minimum of 5 square feet per every 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 10 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. In addition, such facilities are required to be screened and gated pursuant to the above code section. ERC and Site Plan Report City of Renton Department of Community &.omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 Environmental Re.ommittee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 14 of 22 Outdoor refuse and recyclables deposit areas and collection points shall not be located within fifty feet of a residentially zoned property. Garbage dumpsters, refuse compactor areas, and recycling collection areas must be fenced or screened. A six foot {6'} wall or fence shall enclose any outdoor refuse or recyclables deposit area. Based on the proposal for a total of 8,395 SF retail establishment, a minimum area of 42 SF of recycle area and 84 SF of refuse area would be required. The applicant is proposing a 300 square foot refuse and recyclable deposit area near the retail store. The proposal exceeds the refuse and recyclable size standards. The facility's southern wall is located approximately 58 feet north of the south property line, complying with the minimum distance requirements from the adjacent residential development. Based on the provided trash enclosure details, the facility would be enclosed with a CMU wall, metal roof, and a gate. The CMU wall stands 7.5 feet tall and is covered by a metal roof. The parking lot opening measures 18.5-foot wide with two 10-foot long gate leafs that are offset by 3.5 feet. A second pedestrian gate opens toward the west wall of the convenience store. The refuse and recycling facility complies with the code regulations. The proposed facility is more than twice the required size required by code and therefore should be reduced in size to enhance the visual quality of the proposed development, and also provide consistency with the master plan approved for Cedar River Station. As a result, staff recommends as a condition of approval that the refuse and recycling facility be reduced in sized to no greater than 144 SF in area and no less than 126 SF {and shall maintain a gate opening at least twelve feet (12') wide for haulers per RMC 4-4-090C.9). The colors should also match the convenience store colors by providing two (2) courses of CMU in mocha color followed by nine (9) courses of CMU in cafe au lait color. The roof portion sho.uld be painted nutmeg. The proposed revisions to refuse and recycling facility shall be submitted with the building permit application for review and approval by the Development of Community & Economic Development, Planning Division project manager. Critical Areas: The site is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located onsite. Parking: Retail sales use requires a minimum and maximum of 2.5 spaces per 100 square feet of net floor area. Drive-through facilities shall be so located that sufficient on-site vehicle stocking space is provided for the handling of motor vehicles using such facility during peak business hours. Typically 5 stacking spaces per window are required unless otherwise determined by the Planning Director. Stacking spaces cannot obstruct required parking spaces or ingress/egress within the site or extend into the public right-of-way. The proposed retail building has a net area of 1,659 SF resulting in a min/max requirement of four (4) stalls. The applicant has proposed to provide eight (8) parking spaces and 2 air/water vacuum stalls, which exceeds the min/max required and.permitted under a retail sales use parking requirement. The Master Site Plan considers Cedar River Station retail to be a shopping center use requiring a minimum of 0.4 spaces per 100 square feet of net floor area and a maximum of 0.5 per 100 square feet of net floor area, which would result in compliance with the parking standards {minimum requirement of 7 stalls and a maximum parking permitted of 8 stalls). Staff recommends approval of the parking modification for the retail sales use as it is consistent with the Master Site Plan and the decision criteria of a modification per RMC 4-9-250D.5. The applicant has requested a modification from the stacking standards of five (5) spaces per vehicle fueling positions. Based on the minimum standards, the 12 fueling positions require five (5) cars stacking spaces. This would result in a total of 60 car stacking spaces. The applicant has requested to provide six (6) fueling drive lanes, each with two (2) fueling location with room-for 12 car staking spaces. ERC and Site Plan Report City of Renton Department of Community &.omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 Environmental Re.ommittee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 15 of 22 The applicant submitted a modification request based on fueling transactions with "pay at pump" technology being very short term. Therefore, the turn-over times at fueling locations are short term, meaning there are locations constantly available. It is staffs understanding that the applicant has considered multiple layouts, pump configurations, spacing/layout options and their impacts on queuing/stacking, and the most effective option is provided in the submitted plans. The proposal would provide six (6) stacking lanes serving 12 available vehicle fueling pumps (VFP) but would also maintain four (4) passing lanes, two (2) beneath the fuel canopy and one (1) each on the outer edge of the canopy. The applicant has indicated that the proposed design allows drivers to maneuver to take advantage of an unused VFP, and maintain the maximum number of VFPs available. Furthermore, the applicant surmises that the combination of more refueling options and easier accessibility lending to decrease dwell time would equate to less of a chance of a queuing/stacking problem developing. The applicant concluded that the proposed on-site queuing area is sufficient to accommodate the expected demand and customers will not need to stack outside the fueling area to select a fueling location. Staff supports a modification to the stacking requirement as proposed as it would not be injurious to other property owners in the vicinity and would substantially implement the policy direction of the Comprehensive Plan, while meeting the objectives and safety functions as identified in the decision criteria found in RMC 4-9-250D.5. Additionally, the provided site plan identifies enough room for six (6) car stacking spaces for the proposed drive-through car wash. The minimum amount of accessible parking stalls required for parking lots of eight /8) stalls is one /1). Based on the provided site plan, all parking stalls meet the minimum dimensional standards. The applicant has proposed to provide seven (7) standard stalls and one (1) ADA stall. All north/south drive aisles are proposed to be 23 feet in width. Staff recommends approval of the drive aisle width as proposed as they are consistent with the approved Master Site Plan modification. The 23 foot drive aisle would not impact site circulation and would provide sufficient back out space from the convenience store and vehicle circulation from car wash and fuel station at the site. In addition, the pedestrian connections identified throughout the site allow for sufficient vehicle/pedestrians separation, thereby reducing any conflicts that could result from vehicle turning movements. Bicycle parking was identified on the site plan, immediately west of parking space #1. The code requirements found in RMC 4-4-080F.11 for bicycle parking are not a requirement of the development agreement. Bicycle parking is an appropriate amenity for the site. Pedestrian Access: A pedestrian connection shall be provided from a pubiic entrance to the street, in order to provide direct, clear and separate pedestrian walks from sidewalks to buildings entries and internally from buildings to abutting retail properties. Based on the provided Master Site Plan and Site Plan a pedestrian connection will be provided from the public entrance to the streets, in order to provide direct, clear and separate pedestrian walks from sidewalks to buildings entries and internally from buildings to Cedar River Station retail to the west (Exhibit 3). ERC and Site Plan Report City of Renton Department of Community .omic Development CEDAR RIVER CHEVRON Environmental R. Committee & Administrative Site Plan Report LUA14-000799, ECF, MDD, SA-A Report of August 4, 2014 Page 16 of 22 materials, signage, and landscaping tothefatent reasoriably practical in view of the ultimate uses on tl)e parcels. As demonstrated in the table below, ihe p~oposai meets the intent of the Design Regulations on the basis of individual merit if all conditio'ns ofapproval are met. • '·' '·· · > ' . . ,.·,',,' " -· , ' i. Common Thematic Elements: Building elements such as those identified below dre to be used .· . ·'' , ... '"::' ,. ' ' .. ,· ,, '.J"·<· ·','_ ·' ' • ' ' . ·., ' . throughout each of the two parcels to create o unifying architectural statement for the development of. ': • .-, .,: •; l >' "·-···:' ·-.,, • ' . ' ' • ' •• each parcel o,nd both parcels when seen from SR 169. ,., .· · , ., . ,. ./ ./ ./ Partial Compliance With Standard N/A Materials: Drawings submitted for review and approval shall identify exterior materials such as masonry or concrete block that will be used on the fo,odes of all buildings. Fenestration: Drawings submitted for review and opprovol shall identify location of openings and types of glazing proposed, including color of gloss and frames. Roofing: Drawings submitted for review and approval shall identify roofing style (flat, gabled, pitched, mansard, etc.), material, pitch, and color, and ensure that these ore consistent throughout the development of each parcel. Additional Architectural Elements: Drawings submitted for review and approval shall include type and location of awnings (if any), and their proposed materials and color. All exterior lighting should be shown on all relevant elevations and perspectives. Gloss and metal awnings (or awnings of other permanent materials) or overhanging eves shall be provided on all fo,odes visible from public streets. Other Architectural Embellishments (if any): Drawings submitted for review and approval shall include decorative roof treatments, decorative lighting, decorative paneling, etc., which ore encouraged and, if proposed, shall be shown in all relevant building elevations and perspectives. Staff Comment: The following architectural elements and embellishments should be required in order to increase design regulation compliance and consistency Cedar River Station and the development agreement. Staff recommends as a condition of approval the elevation plan be resubmitted to include the following elements with the building permit application for review and approval by the Development of Community & Economic Development, Planning Division project manager. The convenience store should add the following elements: one additional design feature to the south elevation that is consistent with the common thematic elements of the north elevation, add a window to the west elevation that is not blocked by the refuse and recycling facility, add a metal canopy with cable supports to the west elevation between the split face CMU columns, and add an awning or metal canopy with cable supports above the east elevation door. The car wash should complete the following elements: add a metal canopy with cable supports to the north and south elevations above the bay doors, add an awning or metal canopy with cable supports above the four west elevation windows, and add a window treatment to the four windows on the west elevation. The mechanical room should complete the following elements: add a metal canopy with cable supports to the south elevation above the two (2) entrances and add a window treatment to the cashier's window on the west elevation. Signage: Drawings submitted for review and approval shall identify all proposed exterior signage including fo~ade signs. Any allowed freestanding signs shall be ground-oriented monument type signs. Pole and roof top-mounted signs shall be prohibited. ERC and Site Plan Report City of Renton Department of Community .omic Development CEDAR RIVER CHEVRON Environmental R.Committee & Administrative Site Plan Report WA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 17 of 22 Staff Comment: The provided elevations indicated that signage would be applied to the fa~ade as wall signs. However, a specific signage package was not submitted with the application. All signs require a sign permit application; any proposed signs would be reviewed for consistency with the subject application at time of sign permit application. Paving Materials: Drawings submitted for review and approval shall identify all paving materials including driveways, parking area, and pathways. ~ Staff Comment: Around the convenience store, the applicant is proposing an 8-foot wide concrete apron, and a 5-wide concrete sidewalk extending north (towards SR 169) and west (towards Cedar River Station) from the concrete apron. Exterior Lighting: Drawings submitted for review and approval shall identify all proposed Partial exterior lighting, including parking lot lighting, and decorative lighting along pedestrian Compliance corridors. With Staff Comment: Staff recommends as a condition of approval the final lighting plan be Standard submitted with the building permit application for review and approval by the Development of Community & Economic Development, Planning Division project manager. Surface Water Detention Ponds: Surface water detention ponds (if any) shall be screened and landscaped with sight-obscuring evergreen plant materials. Where pond fencing is N/A required, it shall be decorative in appearance and use permanent materials such as metal or decorative concrete block. Landscaping should buffer the exterior of oil such fencing or walls. .. ' d. Mitigation of lrilpacts to surrounding properties.and 'us~s: .... City staff does not anticipate any adverse impact on surrounding properties and uses provided all conditions are complied with. The entire site would be landscaped along the perimeter with a minimum of 15 feet of landscaping in combination with fencing. The proposed fuel pumps are located along the street frontages away from the existing residential development to the south and east. The proposed site layout would not impair the use or enjoyment of surrounding uses and structures by the community. The nearby pedestrian connection provided to the apartments to the south would provide a walkable connection to retail services that are currently not provided today. The proposed one-story structure would not be out of scale with the neighborhood; they are smaller in scale than many of the surrounding developments, including the apartments to the south and New Life Church @ Renton to the east. Any impacts of the building scale would be mitigated by the proposed landscaping along the street frontages and the modulations in the fa~ades created by the various fa~ade treatments. The ·proposed refuse and recycling facility would be located approximately 58 feet north of the south property line. The applicant has provided screening details of this facility, which would include a 7.5 foot wall around three sides. The provided landscape plan identifies areas to the north and south of the facility with planter islands that will be planted with screening trees and plants. The additional development of the site would have positive impacts that would far outweigh the potential negative impacts. The proposed project would improve a currently vacant un-vegetated site, which has already been graded for development. The new parking lot landscaping, the street frontage improvements along Maple Valley Highway (including curb, gutter, and sidewalk) and landscaping along the east and south property lines would improve the site. ERC and Site Plan Report City of Renton Department of Community &.omic Development CEDAR RIVER CHEVRON Report of August 4, 2014 Environmental Re.ommittee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Page 18 of 22 The scale, height, and bulk of the proposed buildings are appropria.te for the site, and are anticipated to be architecturally compatible with the existing development in the project vicinity. The convenience store, fuel canopy and car wash cover 24% of the site, which is Jess than the maximum building coverage permitted by code. The conceptual landscaping plan would provide for perimeter site landscaping around the site with the exception of areas for walkways and driveways. Parking lot landscaping is also proposed which would include trees, shrubs, and ground cover. The applicant divided the development into three {3) separate above ground structures and two underground fuel tanks. The design and configuration of the site reduces the overall visual scale of the development and at the same time creates cohesiveness between the buildings. The development continues the village feel established by the three retail buildings to the west. The design treatments, as proposed or conditioned, will be .of a quality that will fit in with its residential and nearby rural surrounding. The buildings are placed in a manner that facilitates walkability to the apartments and neighboring. retail center. Pedestrian connections are provided along the north frontage of the site and connected throughout the development from building to building, through the adjoining parking lots and to the residential development to the south. The proposed development is expected to conserve and possibly increase property values in the vicinity of the site. The development of the site provides improvements to infrastructure, landscaping and lighting and additional local service opportunities. Access to the site would be from Maple Valley Highway and 152nd Ave SE. Right-of-way improvements are proposed along Maple Valley Highway and currently exist along 152nd Ave SE. All improvements along Maple Valley Highway {SR 169) would be required to comply with Washington. State Department of Transportation standards. The site plan provides sufficient parking spaces and stacking space for the drive-through; in addition, internal site circulation appears sufficient to accommodate the anticipated users. See above, sub-section b. Zoning Compliance and Consistency. The proposed building is designed appropriately to allow adequate light and air circulation to the buildings, the master site, and adjacent properties. The design of the structures would not result in excessive shading of the property. In addition, there is ample area surrounding the building to provide normal airflow. According to code, parking lot lighting fixtures are to be non-glare and mounted no more than 25 feet above the ground. This is to help minimize the impact onto adjacent properties. Staff does not anticipate that exterior lighting would become an issue due to the siting of the building, provided code requirements are met. A general lighting plan was identified in the site plan and elevation plans that identifies four (4) area lights 20-feet in height at roughly the four corners of the lot (Exhibit 3), 13 recessed light fixtures on the underside of the canopy (Exhibit 6), blue LED rope light on the north elevation of the fuel canopy, and 35 wall mounted decorative light fixtures (Exhibits 5 & 16). 'staff recommends as a condition of approval that a lighting plan with foot-candles be submitted with the building permit application for review and approval by the Development of Community & Economic Development, Planning Division project manager. ERC and Site Plan Report --------------- City of Renton Deportment of Community &.omic Development CEDAR RIVER CHEVRON Environmental Re.ommittee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 19 of 22 Noise and odor impact would occur as a result of the proposed project. Noise impacts would be a result of commercial retail development, including operating noise and vehicular noise. Methods of attenuating car wash noise will be taken by the applicant to limit noise transmitted to be within legal limits. During construction, dust, controlled with watering as necessary. After construction, automobile exhausts. The development agreement limits the number of drive-through businesses that the site can operate; the proposed combined _development would not exceed the restriction. The noise related to vehicular traffic is not anticipated to be more than a typical fuel station development and would not exceed the noise associated with SR 169. Limiting 24 hour operations of the car wash would limit the noise impacts of the projeq, which is adjacent to residential development. Long term operating hours for the car wash will be limited by the applicant to 7:00 AM to 9:00 PM. Public services are currently available to the site. The project is within the Cedar River Water and Sewer District Service areas. There are storm drainage improvements in SR 169 and in 152nd Ave SE. The applicant has proposed a combined detention and water quality vault that will be constructed under the parking lot for Cedar River Station, which would connect to the existing storm drainage improvements (Exhibit 12). The applicant is proposed to provide frontage improvements along SR 169. The architectural design and landscaping of the site would ensure that the property would make a positive contribution to the physical condition and visual aesthetic of the area. No deterioration or blight is expected to occur as a result of this proposal. As long as design standards are maintained, the development would be compatible with the existing area. j 1. CONCLUSIONS: l. The proposal complies with the Plan Review Criteria if all conditions of approval are met. 2. The proposal is consistent with the approved master plan, LUA12-000193, if all conditions of approval are met. 3. The proposal is compliant and consistent with the plans, policies, regulations, design standards and approvals, as vested pursuant to the applicable Development Agreement, if all conditions of approval are met. 4. The proposed use is anticipated to be compatible with existing and future surrounding uses as permitted in the CA zoning classification and sufficiently mitigates the impact to surrounding properties and uses. 5. The proposed project is anticipated to conserve area-wide property values. 6. The proposed buildings are the appropriate scale, height and bulk for the site. 7. The proposed site plan ensures safe movement for vehicles and pedestrians and has mitigated potential effects on the surrounding area if all conditions of approval are complied with. 8. There are adequate public services and facilities to accommodate the proposed use. 9. Adequate parking and sufficient vehicular and pedestrian circulation for the proposed use has been provided if all conditions of approval are complied with. ERC and Site Plan Report City of Renton Department of Community ~omic Development CEDAR RIVER CHEVRON W' · Environmental Re~ommittee & Administrative Site Pion Report W' WA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 20 of 22 10. The proposed development would not generate any long term harmful or unhealthy conditions. Potential noise, light and glare impacts from the proposed use have been evaluated and mitigated if all conditions of approval are complied with. 11. The proposed location would not result in the detrimental overconcentration of a particular use within the City or within the immediate area of the proposed use. The proposed location is suited for the proposed use. 12. Landscaping has been provided in all areas not occupied by buildings or paving. Additional landscaping has been provided in order to buffer adjacent properties from potentially adverse effects of the proposed use. I J. DECISION: The proposed Site Plan, Parking Modification and Stacking Modification for Cedar River Chevron, File No. LUA14-000799, ECF, MOD, SA-A is approved subject to the following conditions: 1. The applicant shall comply with the two mitigation measures issued as part of the Determination of Non-Significance-Mitigated, dated August 4, 2014 (Exhibit 15). 2. Internal cross walks shall be constructed of concrete. Materials and/or patterns shall be identified with the construction permit application. Final approval of materials and/or patterns shall be reviewed by the Current Planning Project Manager prior to construction permit issuance. 3. The developer of the subject buildings shall tie into the pedestrian connection established for Cedar River Station (on Lot A) and agree to not contest the construction of such a connection. In addition the developer shall be required to develop the connection that is of similar construction material and pattern. 4. The applicant shall provide a final landscape and irrigation plan with the building permit application for review for review and approval by the Current Planning Project Manager, which increases the landscaping in the east landscaping buffer in front of the car wash/mechanical building and includes compliance with the Development Agreement and consistency to Cedar River Station's landscaping plan prior to construction permit issuance. 5. The applicant shall submit·a materials board that is consistent with the approved materials provided with the Cedar River Station, subject to the approval of the Current Planning Project Manager prior to building permit approval. 6. The applicant shall be required to provide a final lighting plan that adequately provides for public safety without casting excessive glare on adjacent properties, including a detail sheet with foot-candles, at the time of building permit review. The lighting plan shall be submitted to, and approved by, the Current Planning Project Manager prior to building permit approval. 7. The applicant shall revise the refuse and recycling facility to reduce the size from 300 SF to no greater than 144 SF in area and no less than 126 SF, while maintaining a gate opening of at least 12 feet wide for haulers. The colors shall be modified to match the convenience store colors by providing two (2) courses of CMU in mocha color followed by nine (9) courses of CMU in cafe au lait color. The roof color shall be nutmeg. The proposed revisions to refuse and recycling facility shall be submitted with the building permit application for review and approval by the Development of Community & Economic Development, Planning Division project manager. 8. The applicant shall revise the following building elevations as follows: a. Convenience store: ERC and Site Plan Report City of Renton Deportment of Community & omic Development CEDAR RIVER CHEVRON Environmental Re.Committee & Administrative Site Plan Report LUA14-000799, ECF, MOD, SA-A Report of August 4, 2014 Page 21 of 22 i. Add additional design features, such as windows, awnings, and/or glazing to the south elevation that is consistent with the common thematic elements of the north elevation. ii. Add a window to the west elevation that is not blocked by the refuse and recycling facility. iii. Add a metal canopy with cable supports to the west elevation between the split face CMU columns. iv. Add an awning or metal canopy with cable supports above the east elevation door. b. Carwash: i. Add a metal canopy with cable supports to the north and south elevations above the bay doors. ii. Add an awning or metal canopy with cable supports above the four west elevation windows. iii. Add a window treatment to the four windows on the west elevation. c. Mechanical: i. Add a metal canopy with cable supports to the south elevation above the two (2) entrances. ii. Add a window treatment to the cashier's window on the west elevation. d. Fueling Facility Overhead Canopy: i. On each canopy elevation, angle the 1' -6" tall metal panels from a vertical pitch to a minimum 6:12 pitch to a maximum 10:12 pitch. ii. The CMU cladding around the 10" square steel columns shall be increased from 4' in height to at least 7' -4" in height. iii. The colors shall be modified to match the convenience store colors by providing two (2) courses of CMU in mocha color followed by nine (9) courses of CMU in cafe au lait color. Final approval of the building elevations shall be reviewed by the Current Planning Project Manager prior to construction permit issuance. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: C.E. "Chip" Vincent, CED Administrator TRANSMITTED this s'" day of August, 2014 to the Contact/Applicant/Owner: Contact: Applicant: JP Athwal Roger 01/enburg 20207 105th Ave SE Roger 01/enburg Architect Kent, WA 17405 33rd Dr SE Bothell, WA 98012 TRANSMITTED this 5'" day of August, 2014 to the Parties of Record: Brian Gonzales 15323 SE 155th Pl, V3 Renton, WA 98058 ERC and Site Plan Report ~ts-1 11 Date Owner: Cedar River Station LLC 15215 SE 272nd St #201 Kent, WA 98042 City of Renton Department of Community &_AJ;omic Development CEDAR RIVER CHEVRON W Report of August 4, 2014 TRANSMITTED this s" day of August, 2014 to the following: Jennifer Henning~ Planning Director Craig Burnell, Building Official Steve Lee, Development Engineering Manager Vanessa Dolbee, Current Planning Manager Fire Marshal Renton Reporter Environmental Re.ommittee & Administrative Site Plan Report LUA14-000799, ECF, MOO, SA-A Page 22 of 22 Land Use Action Appeals, Request for Reconsideration, & Expiration The Environmental Determination and the Administrative Site Development Plan Review decisions will become final if the decisions are not appealed within 14 days of the decision date. Environmental Determination Appeal: Appeals of the environmental determination must be filed in writing to the Hearing Examiner on or before 5:00 p.m., August 22, 2014. Administrative Site Development Plan Approval Appeal: Appeals of the administrative site development plan review decision must be filed in writing to the Hearing Examiner on or before 5:00 p.m., on August 22, 2014. APPEALS: An appeal of the decision(s) must be filed within the 14-day appeal period (RCW 43.21.C.075{3); WAC 197-11-680). Renton Municipal Code Section 4-8-110 governs appeals to the Hearing Examiner. Appeals must be. filed in writing together with the $250.00 application fee to Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. RECONSIDERATION: Within 14 days of the decision date, any party may request that a decision be reopened by the Administrator (Decision-maker). The Administrator (Decision-maker) may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator (Decision-maker) finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal timeframe. EXPIRATION: The Administrative Site Development Plan Review decision will expire two (2) years from the date of decision. A single two (2) year extension may be requested pursuant to RMC 4-9-200. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex pa rte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. ERC and Site Plan Report () "' :;;~ :::;:o J: ,!! m E) ;1~ II >< C:"' () (/) ~ ~· ":-i 1-t -, l> m ~::! I ._o 1-t n,Z -4 r-(/) '11:::j "" l>"' ~;] l> z PRELIMINARY ~ rn I Ir 11 NEW CHEVRON Git.S STit.TION 'ROSJU" O~An:hi.tect I! II CED"" R«ER STUIO" "":Jl!N.~,!',;Hl'.. '!'f!:,.. .. ~r,p~s..- 17 ... os 33rd 0rtve se SffE PLAN WI TRIJCK TR.t.VEL P.l.ni OOlt,ell, WA 98012 ~-= 206.!M7.:22~ m >< ::c 1-1 c,:, 1-1 -4 w PRELIMINARY Ir - II NEW CHEV!!ON GAS STATION CED"""'""R$TAT•Ot< .... ~~:~u.:::,:.wo.v PROJ~SJ!"IJil-tJI~A TION - R"SJ('¥ OUe.rtbt.vg,AP'chitut-.. ~b~- 17105 33rd ~ SE 13<>th.,ll,WA 98012 . 206.917.2295 --II II ( 0 ~ ;::a m < m ~ z 0 --i "Tl 0 ;::a 0 0 z (/) --i ;::a C 0 --i 0 z . ·r- ! 1:11 ::s Q. . t/1 0 1:11 "C : (T) "ti 1:11 ::s :11 __ _. .. ,__. - • 0~ 1~11 a a 1 • • • I i I I I ' ; i ! I -I I -l I I ' i ! ! i . ' 0 0 " " . ' I ! ! i ! I 11 I ,: I - I I I I ! i I l i I I I I -! ! I . . ' . ' i g g LANDSCAPE PIAN & SCHEDULE CHEVRON GAS STATION AT CEDAR RIVER STATION Roger Oll~burg. A"hliect IH55 Maple Valley Hlghw'!I". Rcntoo WA 9805,6 I I I ! i I I I I I l ! i ! ! ! i ! i i i I E i i I I ! , I I I ! , I ' I . I I I ' ! I I I I I .E j J I 3 3 j l i I i I - l l I i ,!I) -:a: ··o 's 0 • C: ' :a '-t '-t •. :i: ~:i: '" '" ,-,- '" '" ~ ~ :! :! 0 0 :a: :a: m .• ~ >< ··~ :::c t-4 g:J eeeel t-4 HH -I u, l i PRELIMINARY ~ ill i Ir - II -CHRYllONGUSTATIDa -e,.-:-~AE._,T l!llTRA a.E ':...-=""..==i:::r.:..-..::;;:,::..."'='"'--l':::.::.l" M ' ' I --, ' ' I --.. ' : ~ '~ 1 ' '' '' " ,,,---r--1 r r-- : : : : : : : : L __ J I I ' ' t_J 'R.OlJef"O~A~ Kl=I II .. --~s.,.....,.· 17405 :))rd °""" SE! BotlWIII, WA 980 12 ~ 206.9'17.2295 -... , .......... ,, --·----- ; 1 ; 1 ~ ~ ; ; 1 1 1 J l 11 'en ··o ' C: "' -. "'i ), b, ::c en [!l "'i "' "' .. ~ "' ~ ::! 0 ::! :a: 0 -:a: :a: p 0 ! ~) ,"'i ··~ ' ), -. en ~ ~ :c "' en :a: "'i 0 "' .. .. 0 "' en ~ § ::! "' 0 ,, :a: .. ), :a: ~~ ,, ' I 1~ ' j t ~ I I I lj> 1111 'I' !I 1! J; I • I! ; LI / --_/ i , .. _ .. ,·-·· ,·-·· I 20·-·· \I ,•:,::.:·•·,\.(,. /(: /,:/· '.· .. ,,; I' ·:-·· ,_, '< ~~ "' ~ ), "' "' "'i "'i [!l "' .. "' "' ~ ~ 6 6 • ~ ' :a: :a: 0 • '' ), '· ! ~ r t "' ~ :t ·-;!! -I ), :a: I < ~ -=-m [?;[] :ii\ .... [I 00001 ' :-<; \'. ~ • is~i ,_ ,_ -' ~ r .,_ ! ~ .), :Y}} ~ = ,:a: 'en .. r. I ··o ~o ·~ ' C: ~-~Al -. "'i -. "'i •. :t b, ::c "' "' a-.. .. "' "' ~ ~ 6 ::! 0 :a: :a: PRELIMINARY ~ m ~ 1,~ II -eta!-a.tt.• •TATIOII 1{~ OUenbw-g, A l'Chitect" K"l=I II II __ ff .. ,_ ~~'=""" ,1~...,d,~~ 17105 33rd Dnve SI: CMWAIH I TIIAIIM ENCLOSURE BOthell, WA 98012 ~ 206.9"17.2295 -':.--:"-=::l=-::..-.==..."=""-'~ •~ca~»--ao.u _...., __ I~ I 1S'.(f' "4 >'4 f-------------~ - I I ~ I Ii'' I I I 'I ,,_J_ 1,-;I "4 ,,_ 1:-.1 I ·~ I I I I I f I I ,,_ I 21•-4• I NI :1 aJ Ja I~ 6) • " • I • • 1 • r . • !' • • . c•I) . • I,. . '( ~ ,.-...r ··~ • ' • I ' • A ,, I B I IV V • B • I B :1 aJ (a l~ . 11 o I . . r ~ -------------~ ii1r • • • • i!!1I <:> .. IJ) l> I§ ~~ ,, l> ' U) U) i -" n ~j;; j;; I ,, U) "' i3 0 "' ;z -< U) • "' U) n "' ::! r M ··~ n ::! 0 E M ;z 0 E ··11 i I ii' ;z I . I I :1• ' 11' I I PRELIMINARY • • GEOTECHNICAL ENGINEERING STUDY CEDAR RIVER STATION 15221 RENTON MAPLE VALLEY ROAD KING COUNTY, WASHINGTON October 1, 2007 Project No. E-9060-12 Prepared for Eagle Creek Land and Development, LLC 13701 Southeast 253rd Street Kent, Washington 98042 C, Entire Document Available Upon Request H CONSUL TING INCORPORATED 1805 136th Place Northeast Suite 201 Bellevue. Washington 98005 1425) 643-3780 Toll Free 1-888-739-6670 EXHIBIT 7 November 22, 20 I 3 E13081 Jaspinder "JP" Athwal 20207 I 05th Avenue SE Kent, WA 9803 I • Subject: Geotechnical 'Engineering Report Cedar River Chevron 15355 Maple Valley Highway Renton, Washington Dear Mr. Athwal: • 9802 29'" Ave W #B102 Everett, WA 98204 425-356-3372 425-356-337 4 fax At your request, an E3RA engineer visited the site of the proposed Cedar River Chevron to be located at 15355 Maple Valley Highway in Renton, Washington. The purpose of our visit was to excavate geotechnical test pits as part of conducting a review ·of the geotechnical report titied "Geotechnical Engineering Study, Cedar River Station, 15221 Renton Maple Valley Road, King County,-Washington" submitted by Earth Consulting Incorporated (ECD on October I, 2()07. We understand that the City of Renton has required this work as a site specific geotechnical investigation for the Cedar River Chevron project. The site is on an approximately 3/4-acre parcel in the City of Renton in King County, Washington. Based on the preliminary discussions, development of the property for a gas station is anticipated. Grading will involve cuts and.fills ofless than 3 feet on the relatively level property. An excavation to between 8 and I 0 feet will be made for underground fuel storage tanks. As shown on the site plan, test pit 1 (TP-1) is located just northeast of the proposed fuel tanks and test pit 2 (TP-2) is located in the southern portion of the site, west of the proposed retail building. We excavated the two test pits on-site using a backhoe provided by your contractor. The test pits were excavated to a depth of approximately 9 feet. Dark brown, moist, medium dense silty sand with some gravel (SM), transitioning to brown with trace gravel after 3 feet; was encounter in the top 7.5 feet ofTP-1 , The remaining 1.5 feet consisted of brown, slightly moist, medium dense, fine to medium sand (SP). TP-2 encountered the same material, with silty sand (SM) from O to 4 feet, sand (SP) from 4 to 7 feet, and sand with gravel (SP) from 7 to 9 feet. No groundwater or test pit caving was encountered in either test pit. ECI excavated two test pits in close proximity to the proposed station. In these they encou.ntered silty sand or sand with silt in the upper 5.5 to 7.5 feet underlain by silty or. poorly graded gravel. Entire Document Available Upon Request EXHIBIT 8 r----·---- iB: BEYLER cO-H s u LT 1 Ne October 10, 2013 City of Renton Planning Division • 1055 South Grady Way Renton, WA 98057 RE: Cedar River Station, Fueling Station Site Plan Review Drainage Letter Parcel: 232305-9211 • Address: Site Area: 15355 Maple Valley HWY, Renton WA 98058 35,031 sf (0.80 acres) Zoning: CA (Commercial Arterial) Project Description The proposal is to construct a fueling station with retail shop and automated .~. carwash. This project will be constructed on Lot B of the Cedar River Station development. The Cedar River Station project is a retail center consisting of 3 commercial buildings on one parcel (Lot A) and a fueling station on a second parcel (Lot B), totaling approximately 3 acres. The Cedar River Station development was recently approved for.construction by the City of Renton. Engineering plans and a drainage report for Cedar River Station have been prepared by ESM Consulting Engineers (ESM). The drainage .report prepared by ESM addresses permanent drainage management for both Lot .A and B. A copy of this report prepared by ESM has. been included with this letter. The scope of the Fueling Station project is the fueling station and car wash on Lot B of Cedar River station. This letter is to reference the drainage report prepared by ESM. CONTACT phone: 253-301-4157 fax: 253·.335. 3950 landon@beylerconsulting.com beylerconsulting.com OFFICE 10314 100"' St SW Lakewood, WA 98498 Plan. Design.·Manage CIVIL ENGINEERING I LAND SURVEY PROJECr MANAGEMENT \ PERMIT EXI Entire Document Available Upon Request EXHIBIT 9 Page 1 of 2 • • CEDAR RIVER STATION TECHNICAL INFORMATION REPORT FEBRUARY 28, 2013 Prepared for Cedar River Station, LLC 15215 SE 272"d Street, Suite 201 Kent, WA 98042 Submitted by ESM Consulting Engineers, LLC 33400 81h Avenue South, Suite 205 Federal Way, WA 98003 Entire Document Available Upon Request EXHIBIT 9 253.838.6113 tel 253.838.7104 fax ESM www.esmcivil.com Job No. 1320-005-008 -1 • • NEW CHEVRON GAS STATION CONSTRUCTION MITIGATION Proposed construction dates: Start September 15, 2014; Completion March I, 2015 Construction hours and days: Monday through Friday 7:00 AM -8:00 PM Saturday 9:00 AM -8:00 PM Sunday Not Allowed Hauling hours and days: Monday through Friday 8:30 AM-3:30 PM Saturday and Sunday Not Allowed Transportation: SE Renton Maple Valley Road Mitigation measures: Dust controlled with cobble truck entrance and watering. Special hours for construction or hauling: None proposed at this time. Traffic control plan: None proposed at this time. EXHIBIT 10 • • TRAFFIC IMPACT ANALYSIS For CEDAR RIVER STATION August 23, 2012 Prepared by: Gary A. Norris, PE, PTOE DN Traffic Consultants PO Box 547 Preston, WA 98050 ( 425)765-5721 Eagle Creek Land Development LLC Entire Document Available Upon Request EXHIBIT 11 llj•ll'l 1l1ji!II . ,•I 'lP ••1.! , . H!!!lli i"il'!I ,)!'*! . • ·11 ' i! 1!!1• ·11; "iii ~~ .. t !Hi 'i • II'§ . ~ 0 ,., ,., I)_ ' ' ' \ \ \ .... "', • ·, m >< :c 1-1 m 1-1 -I .... D t-J ij 1111 I ' I I ' • I ' ,-~_ll)lt I g ii:!§ ' 'fioq ?,n .,. ,,, Q 0 ,_. I "' I ' . I\J 0 " e ;8 PRELIMINARY GRADING, DRAINAGE, & UTILITY Pl.AN ~ CEDAR RIVER STATION 2 FUEUNG STATION ):,, cm OF RENTON WASHINGTON ~ =_, .. , ~H, =1 !"•10' n.,.,~A :;""' IJ ! § ~ ! ' -:..-; ~ BEYLER """"''"'~'~') I .. ,,, ' 1Hi I iii I ' ii' ' . I <ll~fA<T ~~~·.~~:.:" , ... on ... , .. ,'°" .. ""'"·"''" "'""''"'"'""'·'"" "'"'~' Plan. Design. Manage ::~::,:•.::;. Z,,"!.,-:-;;:,~.-7.;::,· .. ,w~,";.":, I I I I I I I I I I I • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) A Master Application has been filed and accepted with the Department of Community & Economic Development {CED)-Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: July 3, 2014 LAND USE NUMBER: LUA14-000799, ECF, MOD, SA-A PROJECT NAME: Cedar River Chevron PROJECT DESCRIPTION: The applicant is requesting approval of a fuel station (Cedar River Chevron) with a convenience store and car wash located in the Cedar River Station development at 15355 Maple Valley Highway (APN 232305·9211) on the south side of Maple Valley Highway (SR 169) and east of 152nd Avenue SE. The project site is a 0.8 acre (35,031'square feet) parcel and has a land use of Commercial Corridor (CC) and a zoning designation of Commercial Arterial (CA). The property is also located within Urban Design District 'D', and therefore subject to additional design elements. In addition to a fuel station with underground storage tanks, the site will include a canopy with six double-sided pumps, a convenience store, and an automatic tunnel carwash. Primary access to the site is proposed off of Maple Valley Highway. The City of Renton's Critical Areas maps indicate the presence of seismic hazards related to potential liquefaction of soils during an earthquake event. There is an existing development agreement for the subject property. There are no trees on site. The proposal includes SEPA review, parking modification, and a vehicle stacking modification to enter the fueling area. The submittal included construction mitigation, geotechnical report, drainage report, and tri3ffic study. PROJECT LOCATION: 15355 SE Maple Valley Highway 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. 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: NOTICE OF COMPLETE APPLICATION: APPLICANT /PROJECT CONTACT PERSON: Permits/Review Requested: Other Permits which may be required: Requested Studies: June 20, 2014 July 3, 2014 Roger Ollenburg, Architect 17405 33rd Drive SE; Bothell, WA 98012 Email: rogero.archltect@comcast.net Environmental (SEPA) Review, Administrative Site Plan Review, Parking Modification and Vehicle Stacking Modification Building and Construction Permits Technlcal Information Report, Geotechnlcal Report, Drainage Report, and Traffic Study lf you would like to be made a party of record tO receive further information on this proposed project, complete this form and return to: City of Renton, CED-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Cedar River Chevron/LUA14-000799 NAME: _________ _ MAILING ADDRESS:------ TELEPHONE NO.: ______ _ EXHIBIT 13 , ...... . . Agencies See Attached JP Athwal Applicant Roger Ollenburg, Architect Contact Cedar River Station, LLC Owner (Signature of Sender): · ,..,,,\\\\\\11, . ~'( PO~'•,,, STATE OF WASHINGTON ff7~,~~-$)\P\, ~ ff':_~~ 1 '·. COUNTY OF KING ) . · ~ cA~-·~:.. ~ \ ~ ·"' . vs1.•-o :. I certify that I know or have satisfactory evidence that Sabrina Mirante \ .,.~ l.zg..;\'\ <f" .. signed this instrument and acknowledged it to be his/her/their free and voluntary act for {r,~,~~'fposes mentioned in the instrument. '''""" Dated: g,,,J(J ~ ;;J.0/~ Notary (Print): ___ ..1j:fp.Ll"-l(/.1Aof-·'-'-~'-'crn"""'...,_2£<«cc:,.__ __________ _ My appointment expires: ~i,,;-r ;;J_ ~ (ilO / "'f-- Cedar River Chevron LUA14-000799, ECF, PP, VAR EXHIBIT 14 template -affidavit of service by mailing • • - DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -----~1t~mi1t@fill ~ ) ENVIRONMENTAL (SEPA) DETERMINATION OF PROJECT NUMBER: APPLICANT: PROJECT NAME: NON-SIGNIFICANCE-MITIGATED (DNS-M) LUA14-000799 JP Athwal, Summit Petroleum Group Cedar River Chevron PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Review and Environmental Review, for the construction of a new Chevron Fuel Station. The proposal includes a convenience store (3,612 SF), car wash (1,801 SF), and fueling facility under an overhead canopy (2,982 SF) with six double-sided pumps and two underground fuel storage tanks (20,000 gallon capacity), along with associated parking, landscaping and infrastructure improvements. The development proposal is associated with the previously approved Cedar River Station project to the west and will use the existing storm water system. The 0.80 acre site is located within the Commercial Corridor (CC) land use designation and Commercial Arterial (CA) zoning classification. The subject property is located on the south side of Maple Valley Highway (SR 169). Primary access to the site is proposed off of Maple Valley Highway and secondary access is from 152nd Avenue SE. A total of eight (8) parking spaces are proposed. The site is located within Zone 1 and Zone 2 of the Wellfield Capture Zones and there are no other critical areas located onsite. PROJECT LOCATION: LEAD AGENCY: 15355 Maple Valley Highway, State Route 169 City of Renton Environmental Review Committee Department of Community & Economic Development 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 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under thei( authority of Section 4-9-070D Renton Municipal Code. These conditions are necessary to mitigate environmental · impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on August 22, 2014. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: Gregg Zimmerman, Administrator Public Works Department Terry Higashiyama, Administrator Community Services Department August 8, 2014 August 4, 2014 Date Date Mark Peterson, Administrator Fire & Emergency Services C.E. "Chip" Vincent, Administrator Department of Community & evelopment EXHIBIT 15 Date Date • • " My Pfodoct list Lo-Jin Search term Products References Available Services HessAmerica Contact us Lighting Products Pole Mounted Luminaire Wall Mounted Luminaires Illuminating Bollard Calenary Suspended Luminaires Illuminating Columns Pendant Lumiriaires Recessed Wall Luminaires LED TIie I Stnp In-ground L.uminalros Illuminated Bench Floodlights Ceding Mounted luminalres Site Amenities Product Search New Products City Elements Product overview VARELLO 485 Possible configurations N'11v,1 nE ···1':fo:~lin Select your desired model variant [I] VARELLO 485 Specification Documen1s IES / Image VARELLO 485 HOUSING Cylindrical housing is machined from 6060 extruded aluminum alloy tubing. Sam1-cy!indrical front lens fits flush to the housing. Matte acrylic lens is sealed to the housing with one-piece closed cell silicone gasket and secured wnh six captive flathead countersunk screws. Upper and lower fens rings ere precision machined from 5060 aluminum and sealed to the housing with one-piece diecut closed cell silicone gaskets. Upper and lower temoered glass lenses are sealed to the lens rings with one-piece closed cell silicone gasket. Lumina!re with c:.ist aluminum bracket mounts to wall surface with factory- supplied wall anchors and hardware. All hardware is stainless steel. OPTICS Vertical compact fluorescent lamp provides soft diffused illumination through front lens. Upper and lower EISA compliant PAR30 IRC halogen lamps provide symmetrical flood distribution. LAMPING Compact Fluorescent: PL-L 18W/4P 2 x 39PAR30S1IRC+/F! -,,:; 1 ?n\1 2 x 55PAR30SllRC-t/F EXHIBIT 16 References II n1e simple cylindrical form of VARELLO blends subtly with a broad range of architecture. The heavy wall extruded aluminum housing, fitted top and bottom with precision-machined !ens rings, provides subtle direct and indirect illumination. Matte acrylic window highlights the iuminaire and serves as an illuminiited foe.at point. Top and bottom lenses are clear tempered g!ass. Luminaire is finished in finely textured paint. Hardware is stainless steel. Standard color; matte silver grey metallic. Special colors available. I i I I I ! I • • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 29, 2014 TO: Clark H. Close, Associate Planner FROM: Steve Lee, Development Engineering Manager SUBJECT: Traffic Concurrency Test for the Cedar River Chevron; File No. LUA14-000799, ECF, MOD, SA-A The proposed Cedar River Chevron consists of a convenience store (3,612 sf), car wash (1,801 sf), and fueling facility under an overhead canopy (2,982 sf) with six double-sided pumps, along with associated underground fuel storage tanks, parking, landscaping and · infrastructure. The 0.80 acre site is located at 15355 Maple Valley Highway (APN 232305-9211) with primary access proposed off of Maple Valley Highway and secondary access is from 152nd Avenue SE. The development proposal is associated with the previously approved Cedar River Station project to the west. The calculated average weekday daily trips, for Cedar River Chevron was estimated at 1,953 using the average weekday daily trip generation rate. Cedar River Station, as a single use, is estimated to generate 5,898 daily, 486 AM peak and 359 PM peak hour trips. The entire Cedar River Station, including the fuel station, is estimated to generate 105 PM peak trips (47 of which are attributed to Cedar River Chevron) on the adjacent arterial network with 50 inbound and 55 outbound. The project passes the City of Renton Traffic Concurrency Test per RMC 4-6-070.D as follows: Traffic Concurrency Test Criteria Pass? Implementation of citywide Transportation Plan? Yes Within allowed irrowth levels? Yes Project subject to transportation mitigation or impact fees? Yes Site specific street improvements to be completed bv oroiect? Yes Traffic Concurrency Test Passes Evaluation of Test Criteria Implementation of citywide Transportation Plan?: As shown on the attached citywide traffic concurrency summary, the city's investment in completion of the forecast traffic improvements are at 130% of the scheduled expenditure through 2013. Within allowed growth levels?: As shown on the attached citywide traffic concurrency summary, the calculated citywide trip capacity for concurrency with the city adopted model for 2014 is 96,940 trips, which provides sufficient capacity to accommodate the 47 EXHIBIT 17 Transportation Concurrency T. Cedar River Chevron Page 2 of 3 July 24, 2014 • additional trips from this project. The resulting available traffic trips remaining is 96,893 trips. Project subject to transportation mitigation or impact fees?: The project will be subject to transportation impact fees at time of building permit. Development agreement (recording number 20070307000134)?: The Development Agreement includes a traffic mitigation fee credit. As identified in Section 4 of the Development Agreement, in 2003 the signalized intersection and tum lanes and other improvements were constructed with private funds totaling $337,066. It was identified that the commercial site (subject site) would contribute an estimated 75 percent share of the traffic trips to the intersection. Based on this analysis, the City agreed that a sum of $252,799.50 would be credited against the Renton traffic mitigation fees (now impact fees) due upon development of the property. Cedar River Chevron would be eligible to use any of the remaining transportation balance not already used by Cedar River Station up until the sum is expended. Site specific street improvements to be completed by project?: The project will be required to complete all internal and frontage street improvements for the plat prior to recording. Any additional off-site improvements identified through SEPA or land use approval will also be completed prior to final occupancy. Background Information on Traffic Concurrency Test for Renton The City of Renton Traffic Concurrency requirements for proposed development projects are covered under Renton Municipal Code (RMC) 4-6-070. The specific concurrency test requirement is covered in RMC 4-6-070.D, which is listed for reference: D. CONCURRENCY REVIEW PROCESS: 1. Test Required: A concurrency test shall be conducted by the Department for each nonexempt development activity. The concurrency test shall detennine consistency with the adopted Citywide Level of Service Index and Concurrency Management System established in the Transportation Element of the Renton Comprehensive Plan, according to rules and procedures established by the Department. The Department shall issue an initial concurrency test result describing the outcome of the concurrency test. 2. Written Finding Required: Prior to approval of any nonexempt development activity permit application, a written finding of concurrency shall be made by the City as part of the development permit approval. The finding of concurrency shall be made by the decision maker with the authority to approve the accompanying development pennits required for a development activity. A written finding of concurrency shall apply only to the specific land uses, densities, intensities, and development project described in the application and development permit. 2 Transportation Concurrency T. Cedar River Chevron Page 3 of 3 July 24, 2014 • 3. Failure of Test: If no reconsideration is requested, or if upon reconsideration a project fails the concurrency test, the project application shall be denied by the decision maker with the authority to approve the accompanying development activity permit application. The Concurrency Management System established in the Transportation Element on page XI-65 of the Comprehensive Plan states the following: Based upon the test of the citywide Transportation Plan, consideration of growth levels included in the LOS-tested Transportation Plan, payment of a Transportation Mitigation Fee, and an application of site specific mitigation, development will have met City of Renton concurrency requirements. 2 .,·. • • Return,'Address: ----------·---·. ,{~ity"C:le;k'S Qffice \,. / cit§ ~€Renton IIIHIUlll 11111 -, ' . ,,. 11)55S. G-racly Way .,Renton/W ~bh1gto_n··98Q55 .. .. -· ' .. .. 20070307000134 CITY OF RENTON AG 45.00 PAGE001 OF 014 83/87/2007 09:22 KING COUNTY, LIA Document Titlli(s) (or =~iicti~iis COJ!lni~ciJ. therein)\(all ·~~'applicable to your document must be tilled in) •.":,. :, ...... ,' __ :· ./ .i· ,;-..• I. DEVELOPMENT AGREEMENT Reference Number(s) ofRelate1(D0¢u~ntsl NIA .. ~ ~ . Grantor(s) .. (Lastn,ame, first name, initials) I. AQUA BARN J.t<\NClt.INC., a Washington corporation 2. . ::'" ., . Additio~I na~ on}age ;.__ of docwnent. .. ·' . Gr:uitee(s) (L.ast name·first, tht;n first name and initials) I. CIT.Y OF RENTO'l\li 11:inuni~4lal c~iporation of the State of Washington Additio;~l-nami:s o{~,ige __{_)_ of c!~ent• , :. -~ . . . Legal description {a.J,breviat¢: i.e)ot;. blrifk, plat or section, township, range) LOTS 3 AND 4 OF KIN0 COUNTY SHORT PLAT ~ER L99S3019 (AFN 20010831900002) . .,, ... • -· .. ·:,, . .:: . Additional legals are on Page I of d~wrieJJV . Assessor's Property Tax ·Parcel/Accouat!'iumbd' D A~or 1:'9<#11pt yet assigned 2323059210 and 2323059211 Entire Document Available Upon Request EXHIBIT 18 ... ' • • EXBIBITB : AQUAB.ARN SITE CA ZONE DEVELOPMENT AGREEMENT DESIGN . / .. _'.ST;ANDARDS FOR COMMERCIAL DEVELOPMENT ,/Ii~o!le: .... Tl),e fotenl of"th~ fqHowini d11sl'1 ~<lards is to set forth the desired character of future coinfuen;ial deyelopmept ohAhe twif' vi~ually prominent abutting parcels of land totaling approxim.~t¢ thl'ee (3) acreS:ari4 frontjng,~R 16~'<>!1•lil portion of the former Aqua Barn site. The intent is that any comfuergiru deveiopij'ient olf either <>T these two parcels be of a quality that will fit in with its re;iqenti~, and.hea\'.bY l'llral sur:rbimdirigs rather than being garish or "Disney-like" in its setting near the·urbanfiuraj'UrblJII G!'Q:ffeth B9undary. The intent, also, is that both parcels, if developed independentfy of."each.'othrf, ·~;:COny!!~n thematic •• ~lements such as building forms, materials, signage, · and landscaping' to .tliy•'exteril reasona,blyipractical in view of the ultimate uses on the parcels. .{Jnl~~s .,citherwise s_p1:cified heiei11f all other relevant code requirements set forth in Title IV shiµi bc.'me( ,/ ,/ :', .: ./· ·, ,, .. ' . . ··· .. ' ,; ,,· Standards: ., . l. Site Master Plan: A site plan for ei~~f .. or.,·b~th of'\h\l·tw~::p.aiceli. atiihe/f:me of defelopm1cmt sl'lall include information on buildingtype, l9cati9n, phasi)ig (if 1111y), etc . . r :::: :: >ti:.:·//·:·/ a/ Btjildin~s: All proposed buildings shall be idenijfied ~ to ,fypJ, s~, use, and ,•, .. , ....... ·.:~· ... .. .... ibcation,., ·· b. Parkiiig: ,A1i 'proposed parking areas shall be identified as to location, number of · ..... -s'iau~, 1gcati,o'ri of clrivii"'aisI.es, points of ingress and egress, lighting, proposed landscar,jp.g'anqpedestJ:j!lll walkways related to them. ,,· .,,· ,,··· ... c. Open· Sw1ces( Coriunori•.i{pe~ space~ (if any) and their locations shall be identified,. incltjdin$. open spaces .~uch,aiilarger landscape areas, storm retention ponds, etc. · ·., .... , .. · .i ,. .. d. Pedestrian Feature~:'"•Pr~pd~ed pedestrian *~Y~ shall comply with RMC 4- 3-040F. l.e 'and shall be i4enti:ned" as .. fo Jocarion, m*eri~s. and what they are connecting or Jinked to. " ,, .. 2. Common Thematic Elements: Buildin~ ~l~*nt!lsuchas those i~n,tifiec!'below are to be used throughout each of the two parcels tci':cieatc;,'a unifyfug ;ii:¢hitecµira!'statement for the development!of each parcel and both parcels wheii seen froth the'R¢ntort-Maple Valley Highway (S!,l 169). ···· .. :" ·•· .. ·.· . ' ·... / ·' . · l EXHIBIT 19 ., ...... , .. ,. :~\:/ . :· ~. .. . . ~ :,.,..,,.,,,, .... •·' ;; .,· • • a. Materials: Drawings submitted for review and approval" shall identify exterior materials such as masonry or concrete block that will be used on the f119ades of all buildings; :·i;: Fenestration: Drawings submitted for review and approval shall identify location o(operu.:ngs and types of glazing proposed, including color of glass and frames; ¢. Rodfing: Drawing~vsubmitted for review and approval shall identify roofing /style (fl~ ga~le\i;,,fiitcheL( mansard, etc.), material, pitch, and color, and ensure · that Jfies~'areb:1iisistenfthrqugho11t the development of each parcel; ~-Additional Arc~te~El~men'/'bjawings submitted for review and approval sbajl in~lude type)md'lpcatio~ qflfW!lings (if any), their proposed materials and color;"and ali exferioriiight4tg;slioµId be shown on all relevant elevations and perspectives. ,Glass an~ ~~taL awajJll!;S (or awpings of other permanent materials) or-,dverhanging 1,ves .shall" be provided.;bn'/all facades visible from public streets. . /. · .,. ·· · · · .d e. Other Architectural E;;,_bellisbm~nts {i;·~~:./Df<iwirigs submitted for review and .Jlpproval shall include decorativ'¢ robf treatments, decoriitiv~·lwiting, d.e~orative .. pilni;ling, etc., which are encotil'ag~if ~9, if p~opos~, ... sl"l!)ll 1;,e sh!)w1i'' in all reie;Jfii?t building elevations and J)llrlif?.!!91rves: _i ...... i.": .. )' i / :-/ r. signage: Drawings submitted for review aiid_ai,pfuvah;Jiim id\futify ail proposed /ext~rior;'signage including fac;ade signs. Any'anowed-freestaµdillg s\giisshall be _/ gr6undioriented monument type signs. Pole and rbof.top-mdunted signs shall be pfohil;lited,; .... . . ,, . .. 3;._ Land~capiJig .:AJowrSt:rea Frontages: Landscaping along abutting ~eet frontages shall ·~mplyw'Iththe.foll<jwi~g p,yvisions [provisions that are derived from the portion of the tabfe"ln RMC 4-3-0401) (D·evelopment Standards for Uses Located within the Renton Automall Are~ A lllld.,,,B) 9on,cerrn.ng "Landscaping -Street Frontage Landscaping Requirementi(for "A:i)tJses''in Area/A/D~erships arid Related Uses in Area B'1: ,-~···· ,· :· )' .. a. 15-Foot Wide Landscape Strip Retjuired: ·,A 15-foot wide landscape strip shall be required along all street zyontages'. T}iis is'inlieµ of requirements in Chapter 4-2 RMC. UnirnproVed.porticms .of abutting.'stre¢t·right-of-way can be used in .. :: :. -· .: .... ·' • Once "[d]rawings submitted for review and ;ppro;l" ~vfbed approve.(by th~,Renton Development Services Division, unless the approval is appeale<J.:' aiJd !lie approyal µeci&ion )s,.IJlodified, any development(s) actually constructed shall be consistentiwitJ;i the:'appfoved ~wings unlc,ss drawing revisions consistent with this Exhibit B have been reviewe,:hiild apprqved6y t)J'e_,i:>eveJ.opmeiit Services Division. Notwithstanding RMC 4-9-200D.2.a.ii, no building f~rule.-inoqificaii~ns (~iiel!_.'llS tile 1.ocatjon of entrances/exits, changes in materials, fenestration, roofing, ~dditional arcbitectur,il eJe1J]ent(-0r signage or aesthetic alteratio!IS) that relate to the subject matter of this Exhibits shallJi(j made without the approval of the Development Services Division. i ··· ·· ··.,\ ./ .. / ··· :, 2 ,,,,.~··''' • • combination with abutting private property to meet the required 15-foot landscape strip width. Street Tree Requirements: Unless the existing trees within the 15-foot wide ll!Jldscape strip are retained, the landscaping provided in the 15-foot wide liind~cape strip shall include a minimum 30-inch high berm and 2'h inch caliper }ed'maple~ (Acer rqbruni) planted 25 feet on center. ,;' .,· ,. ,,_t .f 4. pmd!lcii~ M~~~ria1L ce:'o'mniol 1an1t~pe elements shall be used throughout each of the jwq p;iroels to,1~reate "4iifyin~s~iemen(fqphe development of each parcel. a .Pl~t ~at~rials: J)r,ti:gs s1,1~~~tt~~ for review and approval shall identify all ptopjlsed liiing plant .fuateri,iil(l'bf h permanent nature including species and size at time ofplantihg. / /•,' i / b. Paving M~t&i~ls: ,bra~ng{ Sll6~ih~~ .. f~ireview/,4''approval shall identify all paving materials including drive,ways,,·pa,rkirig ~; '\ind pathways. In regard to buildings greater than 5,000 .square f~et in !Jik, 11 n'jinimum 8-foot wide concrete sidewalk with decorati\ie,9iinc!ing/shall bci"' p_rovic!ed ,,along the buildirg side(s) · .;;ibutting parking areas. Such sidewalks shall ~ J1!ised fr6~ the grad~ of the abuJ;ting parking areas a mirti,Jnum ,.of low:. inches/ exce~t. fof' rafeps for handi9apped access and rolling of~opping carts .. / '""'• · """° · · · ,,,. ,, } ,:' .,· cf .. ~*teri<>r Lighting: Drawings submitted fo~'r~vi~w ahd JlJ)pro~~ sha\l' identify all prt>posi:d exterior lighting, including parking lot lightfo$, ani1 9Jcorative lighting alongj,edestrian corridors. · · ...... · · -· .· ~ .. ,, • ·,d'. Fen~ihg: A. double-faced and stained 5-foot high wood feiic~ };hall be installed afo1_1g an:fajrl'en¢ed boundaries of the site that abut residentl'iit-zoned property . .............. ·'In brder'to jfup(t>v!}·I)'edesµ-ian access to and from abutting residential properties, openings .,in !hi\ .fence shall be provided (not more than one along the south boiit.idaryof ~gh of..Lots 3 :;md4ofKing County Short Plat Number L99S30l9 and IlQt mqrt: than <;ine afong thi: ell$t boundary of said Lot 4). ·--· .. . : ,• ~ . 5. Surface Water Detentibn Ponds:. Surfaqi ~air d¢teI1tion ponds (if any) shall be screened and landscaped with sig4t-obspfuitig efergieen pl.jnt l'l)a~rials. Where pond fencing is required, it shall be dt;corative inllpp~ara11ce and. iise peiminlent materials such as metal or decorative concrete block. Lahdscapirig s)i.ould bj!ffer the)~xtetjor of all such fencing or walls. · · · · '· · · · ,., •. -., 3 ···""''". /·~=:1,/ m >< :c t,-t 0, t,-t -f IIJ 0 _" ___ ., _,.,.,.,,,,.... _,,, __ ~,; ~ ~c ~ ;i I Q d~ 08 <, 0 ~->o zo 1'n ii --, ...J ~l~ ' r i el ., • • :. JU 1.11 J. CEDAR RIVER STATION LLC CONTACT, EEIII ~l!!*it1!.'WOl1'•HB1 "• 1"911 t > ' I! 1~158E1!7'010&ffl£ET ITE2011(£NTW.O. N --.--.. " ~ ' ' I CEDAR RIVER STATION --·-"'·= =· ==; j ~ Ii Ii i arr r, ROOtJN LJNDSCAPE PLAN -:::::_--:::::-I =-°'=-I i:::.:::::-'-" i i< I I 0 m ,~ r -~ ~ ~ !- ~ ~ ~ ~ § • ~. ;:, • ' ij ~,-_,,,,,,.,,,.,, .. 0 z ci~ 08 ~., •• >o zo §'.§'.§'. t~ iii ~~ • ::. .. ·=- ' m 11 ~ ~ • . m§ ------"·~,- """'->.,~. 1 ;~c:::,(lf'O;::o; I I ."(CU, CCJo!Zl':ti,-I I __________ J • i ;; !'I I 11 J. CEDAR RIVER STATION LLC ~ ~ ~ IP ,S215SE1l72NDSTRl:ET 1Kl!NT "DIIQ.42 """'' llElm ~~~111"1·~·r~1..-1 1 =-== ~ ' =. or:-I =..-I :=....-:-. t l::; :a 1' • ! CEDAR RIVER STATION ~ I i I art' 1:1 IIIJffl* LANDSCAPE PLAN WASl«l'IGlON ~ I 0 m p ;i ~ ~ " !' ' Q ~ I ~ ~ I I ~ ~ " • • :3 ' ij • • ! I ·I I ! . ' ' I ' ' ' • • ' I iji I ' ! ! I I a i 1 1 1 1 1 1 j • I I I • I I • • ' ' ..,_..,.. "' 0 8 I m • 0 C c z "'~ g ~ m " il >z i ~QC "' -I C ,zG> l • "' t· m -I I oO m ~ ' ~l1 I~ i I~ I I ~8 ,i !2 I '> " < ! ~ I m • " a • " 1!U ii!iiiQ~1 ·1W "' • -I 0 ! Pl! ~ z "~ o, s::;8 o 1111 z ~g " ~ ·'11 0 I lip: !I "Ii Ii I Iii >o ~ •o r ii I JJJ ~~ ~ l ll ! al 111 -~ Ill • Chevron ~ • m . ' ' .. e JONES-BLAIR' INDUITIUAL COATINGS PAINT CARD 5-09 EXTERIOR COLORS . Nutmeg Cafe Au Lalt Chilled Wine Mocha Nolr INTERIOR CO.LORS Interactive Cream Sable /'\ Noir. Darkroom,------------ ·.) ' . . ) . Note: Tu! EXHIBIT 21 1formatlon rm Hallmark 21 Image Refresh JONES-BLAIR 0 INDUSTRIAL·COATINGS PAINT CARD. Image Refresh Colors (Canopy Fascia, Canopy Columns, Etc.) r-. ------·- ! Image Ref~esh (IR) Blue Image Refresh .(IR) SUver Image Refresh (IR) White HM21 Colors • Canopy Under De.cks, .Bollards, Sign Poles, Island Forms, Directional Signs & Poles ---......_,_ -.---~ .. ----~-~----·-- Dark Gray GY-210 White WH-835-S I Image Refresh Backcourt / Under Canopy C Store Schemefrrash Enclosures · Monument Sign Bases / Solid Public D.o.ors / Non Public Doors Stone Gray 516-5 Havana Cream ··--------------· -···· -- I l I ,. Southern Breeze 414-2 • ' ,. ', •• ,# • Note: Turn Card Over For Additional Information PLAN REVIEW COMMENTS (L.14-000799) ..:_ ____ ___ PLAN ADDRESS: DESCRIPTION: Engineering Review Reviewer Comments 15355 MAPLE VALLEY HWY RENTON, WA 98058 APPLICATION DATE: 06/20/2014 The applicant is requesting approval of a ruel station (Cedar River Chevron) with a convenience store and car wash located in the Cedar River Station development at 15355 Maple Valley Highway (APN 232305-9211) on the south side of Maple Valley Highway (SR 169) and east of 152nd Avenue SE. The project site is a 0.8 acre (35,031 square feet) parcel and has a land use of Commercial Corridor (CC) and a zoning designation of Commercial Arterial (CA). The property is also located within Urban Design District 'D', and therefore subject to additional design elements. In addition to a fuel station with underground storage tanks, the site will include a canopy with six double-sided pumps, a convenience store, and an automatic tunnel carwash. Primary access to the site is proposed off of Maple Valley Highway. The City of Renlon's Critical Areas maps indicate the presence of seismic hazards related to potential liquefaction of soils during an earthquake event. There is an existing development agreement for the subject property. There are no trees on site. The proposal includes SEPA review, parking modification, and a vehicle stacking modification to enter the fueling area. The submittal lncJuded construction mitigation, geotechnical report, drainage report, and traffic study. Jan Illian Ph: 425-430-7216 email: jillian@rentonwa.gov Recommendations: EXISTING CONDITIONS WATER Water service will be provided by Cedar River Water and Sewer District. SEWER Sewer service will be provided by Cedar River Water and Sewer District. STORM There are storm drainage improvements in Maple Valley Highway (SR169) STREETS There are no frontage improvements fronting the site on Maple Valley Highway (SR169). CODE REQUIREMENTS WATER 1. A water availability certificate will be required to be submitted to the City with the site plan application. SANITARY SEWER 1. A sewer availability certificate will be required to be submitted to the City with the site plan application. SURFACE WATER 1. A surface water system development fee of $0.491 per square foot of new imPE:rvious surface will apply. This is payable prior to issuance of the utility construction permit. 2. A drainage report and drainage plan was submitted and approved under the original site plan for the Cedar River Station site. Installation of the onsite storm and detention/water quality vault is currently being constructed including a storm stub to the fuel station. Review of the on site conveyance system for the fuel station site will be done at construction permit submittal. 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site. TRANSPORTATION/STREET 1. Frontage improvements along SR-169 are currently being installed by the developer of Cedar River Station. 2. A traffic Impact analysis was reviewed under the Cedar River Station with the site plan application. 3. Unless amended or terminated, Section 4 of the Developer Extension Agreement for Aqua Barn Ranch LLC. (Recording# 20070307000134) acknowledges that the City agrees that a sum equal to $252,799.50 be credited against the City of Renton's traffic mitigation fees. GENERAL COMMENTS 1. Separate permits and fees for storm connection will be required. 2. All construction utility pennits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. Leslie BeUach Ph: 425-430-6619 email: LBetlach@renlonwa.gov Community Services Review Created On: 07/10/2014 There are no impacts to parks. Planning Review Created On: 07/2412014 July 31, 2014 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Within thirty {30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures S""i.. "" -"1"i.. Management Design Manua 31st of each year. The Deve the permit. "r .. 1 .. ,.+;,. ,.,..,., .. ,.;.,n "'" ., ..... ,..ifiorl in tl)e current King County Surface Water EXHIBIT 22 ·n the dates of November 1st and March I prior to final inspection and approval of Page 1 of 2 Fire Review· Building Police Review July 31, 2014 3. Commercial activities s~ restricted to the hours between seven o'clock (7:00) a_.~d eight o'clock (8:00) p.m., Monday through Friday. Work on ~ays shall be restricted to the hours between nine o'clock,aJ} a.m. and eight o'clock (8:00) p.m. No work shall be pennitted on Sundays. 4. AU landscaping shall be irrigated by an approved irrigation system prior to final occupancy pennits. Corey Thomas Ph: 425-430-7024 email: cthomas@rentonwa.gov Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $0.54 per square foot of building area. No fees charged for the pump island canopy. These fees are paid at time of building permit issuance. Code Related Comments: 1. The preliminary fire flow requirement is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150-feet of the proposed buildings and two hydrants are required within 300-feet. Existing hydrants can be counted toward the requirement as tong as they meet current code including 5-inch storz fittings. A water availability certificate is required from Cedar River Water and Sewer District. 2. An approved fire alann system is required throughout the building. Separate plans and pennits are required to be submitted to the Renton Fire Department for review and permitting. Fire alarm system shall be fully addressable and full detection is required. 3. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting for all underground flammable liquid storage tanks and tank monitoring systems. 4. Fire department apparatus access roadways are required to be minimum 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constn..icted to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. 5. An electronic site plan is required to be submitted to the Renton Fire Department for pre-fire planning purposes prior to occupancy of the building. 6. City ordinance requires full back up on site generator capacity to keep the station up and n..inning during long tenn power outages. Cyndie Parks Ph: 425-430-7521 email: cparks@rentonwa.gov Recommendations: Minimal impact on police services. Page 2 of 2 --.-- ' ', -.~ ~ •.. NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) ' . ,, A Master Application has been filed and accepted with the Department of Community & Economic DeVelopment (CED) -Planning Division of the City of Renton. The following briefly describes the application and the '~ecessary · Public Approvals. DATE OF NOTICE OF APPLICATION: July 3, 2014 LAND USE NUMBER: LUA14-000799, £CF, MOD, SA-A PROJECT NAME: Cedar River Chevron PROJECT DESCRIPTION: The applicant is requesting approval of a fuel station {Cedar River Chevron) with a convenience store and car wash located in the Cedar River Station development at 15355 Maple Valley Highway (APN . 232305-9211) on the south side of Maple Valley Highway (SR 169) and east of 152nd Avenue SE. The project site is a 0.8 acre (35,031 square feet) parcel and has a land use of Commercial Corridor (CC) and a zoning designation of Commercial · Arterial (CA). The property fs also ·1ocated within. uroan De!iolgn District 'D', and therefore subject to· actditional dt!Sign elements. In addition to a fuel station with underground storage tanks, the site will include a canopy with six double-sided pumps, a convenience store, and an automatic tunnel caiwash. Primary access to the site is proposed off of Maple Valley Highway. The City of Renton's Critical Areas maps Indicate the presence of seismic hazards related to potential liquefaction of soils during an earthquake event. There is an existing development agreement for the subject property. There are no trees on site. The proposal includes SEPA review, parking modification, and a vehicle stacking modification to enter the fueling area. The submittal included construction mitigation, geotechnical report, drainage report, and traffic study. PROJECT LOCATION: 15355 SE Maple Valley Highway OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (ONS-M): As the lead Agency, the City of 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: NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permits/Review Requested: Other Permits which may be required: Requested Studies: June 20, 2014 July 3, 2014 Roger Ollenburg, Architect 17405 33rd Orh,:e SE; ~othell, w~ 98012_ Email: rogero.architect@comcast.net Environmental (SEPA) Review: Administrative Site Plan.Review, _ P::irklng. Modlf!c::,t!on.anrl Veh\clc·St2cklng.Mcuiiflo11·lon .. Building and Construction Permits Technical Information Report, Geotechnical Report, ora\;\age Report, and Traffic Study If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Cedar River Chevron/_LUA14-000799 NAME, fZ 12,, a~' · C?o f-J-z,,11--c:-LJ MAILING ADDRESS: {5>z:r 5 c / '5'2':PL. J/ l TELEPHONE NO_{ '2a k ) z_. <( S • "i? f 6 J RECEIVED City/State/Zip: ffir11fz; y::e-· · . '=7 . .' ;!· eJ ·"5 i' .'JO! CITY OF RENTON PLANNING.GWISION--·· ··..r.·..!'-· .•. Location where application may be reviewed:· PUBLIC HEARING: C0NS1STENCV10VERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Proposed Mitigation Measures: Department of Community & Economic Development (CED)-Plannlng Division, Sixth Floor Renton City Hall, 1055 South Grady wa·y, Renton, WA 98057 The Examiner held a publlc hearing on the master site plan for Cedar River Station (LUA12-000193) on February 19, 2013 in the City of Renton council Chambers. The subject site ts designated Commercial Corridor {CC) on the City of Renton Comprehensive Land Use Map and Commercial Arterial (CA) on the City's Zoning Map. Environmental (SEPAJ Checklist The project will be subject to the City's SEPA ordinance, RMC 4-9-200, RMC 4-9-070, and other appJlcable codes and regulations as appropriate. The following Mitigation Measures will llkely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. Project c:onstructlon shall be required to c:omply with the submitted geotechnlcal report. • Project construction shall be required to t:omply with the submitted traffic study. Comments on the above application must be submitted In writing to Clark H. Close, Associate Planner, CED-Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on July 17, 2014. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Clark H. Close, Associate Planner; Tel: (425) 430-7289; Email: cclose@rentonwa.gov ., ·---- • NOTICE OF APPLICATION AND PROPOSED DETERMINATION Of NON-SIGNIFICANCE-MITIGATED (ONS-M} ·-----.... --_·----...:...~::::::-.: ICl"I---.......... _ ... --........ ,,,,a ....... uc.,_ '""'·""' ---....... --...,..-.... NO<IC!Ola,,,lllffl"'l'l«ATIGH• .,........_,.-,...a_ --.............. -............. . -- ......... ........ --.... ., ___ ... _ ........ ·-~---......_ ..................... ~ ....... ~"""'"-· ·--... ---· ...... , ... __ .. _ ·-.. --....... ··-·-"·""~ ....... ... ... ,,. .. _ .... --.... -........ -.. .:::. ':;",.."'::::".:.!!::'.":.':"""" -~ ... "'" _ ... ,_ .................. _ "'~"'"'""'"'" .... '°'"""""""''_, .. ---""'"""' ------- ----·-· ----------.......... _ ......... __ ........ __ • -·-·--"""--.. ~~~:~'"""_'_ ........... --..... -... --.--..... -....... == =;'.""""''"l""_,,,.,.u .... oo,or :.~..::=.~....:;.i-:::~-::... - ... _ .... ...., ..... o,,', .. ,. __ _ __ ... ___ ... _ .. __ ___ ... _ ~"'==.:.::::--~:.::..:::-.:: .. :;::: -.. --.... -...... -. ""I«''_ ...... _.., .. ______ _ ' ___ .,,., .. ,.-.,,. .. ......,,. .... ,,.....,n,._,"""'· °"""'""'"'""---.. -·-"""'""--""::::::.::::: _.,n_,...,..,w,.,,.....,.,,,...,,..,,,..,.. .. _,tn\.O.f..-...::.,. __ ::::i..::.":.::.:.:::.:'.::.""..::.:=.~.:.::.:::. ... 1o-""'-· ---COl'ffACT P~RSON: Clar!< ti, Clo,o, Allo<lat,, Plann•rJ Toi: (05} 00-71191 Etnall: tdonOrenlonwa,p CERTIFICATION I I I, Ci.,~"'-1-1 · C,t,b/;6 hereby certify that 3 copies of the above document were posted in 3_ conspicuous places or nearby the described property on Date:._...:_-::,-._,_/_3 ...1../_l'.:...._f ___ _ Signed:._...1.C&4.&:::::!.4/6~~-);t"'C':... -_:-_ -_-:..:. ___ _ STATE OF WASHINGTON ss COUNTY OF KING I certify that I know or have satisfactory evidence that---------------- signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Notary Public in and for the State of Washington Notary (Print): My appointment expires: _________________ _ ' • • On the 3rd day of July, 2014, I deposited in the mails of the United States, a sealed envelope containing Notice of Application documents. This information was sent to: Agencies JP Athwal Roger Ollenburg, Architect Cedar River Station, LLC (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING ) ss ) Dated: ~a,J(J ~ 20/~ See Attached Applicant Contact Owner Notary (Print): ___ __.J.h,.l..l'-l(J.14 /u_~....!..l,"""=..,_1c,,re~------------ My appointment expires: ~~r ;;z i (;20 / 7"" LUA14-000799, ECF, PP, VAR template -affidavit of service by mailing 2329780000 ADAMS PEGGY 15400 SE 155TH PL #54 RENTON, WA 98058 7331000000 • ALLEN GREGORY M+ASHLEY A 15325 SE 155TH PL #C4 RENTON, WA 98058 7331000000 ANDERSON THOMAS A+KATHRYN J 15325 SE 155TH PL #Q4 RENTON, WA 98058 7331000000 AUSLANDER GEORGE LJR+IRIS 15325 SE 155TH PL UNIT 5-1 RENTON, WA 98058 7331000000 BELLIO REINO S 15325 SE 155TH PL RENTON, WA 98058 2329780000 BINGHAM MARYL 15400 SE 155TH PL #8 RENTON, WA 98058 2323059028 BNSF PO BOX 961089 FORT WORTH, TX 76161 7331000000 BOWEN TERESA H 15325 SE 155TH PL UNIT A-3 RENTON, WA 98058 7331000000 CAMPBELL VALERIE ANN 15325 SE 155TH PL UNIT M-6 RENTON, WA 98058 7331000000 CARROLL MEGAN 15325 SE 155TH PL #W5 RENTON, WA 98058 7331000000 AGUIRRE MELINDA 19204 AVE OF THE OAKS #H NEWHALL, CA 91321 2329780000 ALLEN NEIL R+VICKIE S 15400 SE 155TH PL #75 RENTON, WA 98058 2329780000 'ARIES HENRY E+BONNIE G 15400 SE 155TH PL #68 RENTON, WA 98058 7331000000 BALZER KELLY ANN 15325 SE 155TH PL #El RENTON, WA 98058 7331000000 BENNETT ALICIA 15325 SE 155TH PL #J-1 RENTON, WA 98058 2329780000 BIVENS WYNETTA M 15400 SE 155TH PL #81 RENTON, WA 98058 2329780000 BOLANOS WILLIAM H 15400 SE 155TH PL UNIT 77 RENTON, WA 98058 2329780000 BRIGHTON DAVID T 15400 155TH PL SE #98 RENTON, WA 98058 2329780000 • CAMPBELL-REKABY MICHELLE+MA 15400 SE 155TH PL #34 RENTON, WA 98058 7331000000 CARSON MARY JO 15325 SE 155TH PL #K8 RENTON, WA 98058 2329780000 ALLEN BOB JR 15400 SE 155TH PL #30 RENTON, WA 98058 7331000000 ANDERSON NORMA J 9001382ND AVE SE SNOQUALMIE, WA 98065 7331000000 ATWATER BERT L+CORNELIA M 13840 SE 92ND ST NEWCASTLE, WA 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7331000000 2329780000 2329780000 JOSEPH CLYDE L+MICHELE D KANG HAE+CHOU M SAN KEELER KARYN C 15325 SE 155TH PL UNIT H-1 15400 SE 155TH PL #23 15400 SE 155TH PL #31 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 2329780000 7331000000 7331000000 KELLY DONN L KENNEDY KIMBERLY KIEPPRIEN ROBERT ANDREW JR 15400 SE 155TH PL #13 15325 SE 155TH PL #U6 15325 SE 155TH PL UNIT NG RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 2323059018 7331000000 7331000000 KING COUNTY-PARKS KIROVA !RENA KISMARTON LASZLO+INGRID S 5004TH AVE 15325 SE 155TH PL UNIT T3 15325 SE 155TH PL #Pl SEAITLE, WA 98004 RENTON, WA 98058 RENTON, WA 98058 7331000000 7331000000 7331000000 KOGLE HEATHER C KOH JASON S+JINNY J KRAAYEVELD DAVID R+CYNTHIA 15325 SE 155TH PL #NS 9116 143RD AVE SE 15325 SE 155TH PL #F6 RENTON, WA 98058 NEWCASTLE, WA 98059 RENTON, WA 98058 7331000000 7331000000 7331000000 KREIN KEVIN J LACAVA LUCIA GLORIA LAKE DAVID W+MEGHAN R 15325 SE 155TH PL #N7 15325 SE 155TH PL #E4 15325 SE 155TH PL #A-2 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WA 98058 RENTON, WA 98058 2329780000 7331000000 7331000000 PRIZMICH JOHN W 111 RAAUM JENNIFER L RAINWATER DAVID 15400 SE 155TH PL #40 15325 155TH PL SE #V4 15325 SE 155TH PL #J-6 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 7331000000 7331000000 2329780000 RAJ NAVLEEN K RAKIER VERA A RAMSEY IVAN+RACHEL 15325 SE 155TH PL #JS 15325 SE 155TH PL #L6 15400 SE 155TH PL UNIT 103 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 7331000000 7331000000 7331000000 ' RANES CHAD M RANKIN JOSHUA+BEEN LORRI RANSOM CAROLINE E 15325 SE 155TH PL #01 15325 SE 155TH PL #LS 15325 SE 155TH PL #K 2 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 2329780000 7331000000 7331000000 RATZSCH NOLA RAYMOND VANCE C RIVER VALLEY LLC 15400 SE 155TH PL #73 15325 SE 155TH PL #K-5 11624 SE 5TH ST #200 RENTON, WA 98058 RENTON, WA 98058 BELLEVUE, WA 98005 7331000000 7331000000 7331000000 RIVER VALLEY LLC ROBINSON CHRISTOPHER G ROBINSON VERA 11624 SE 5TH ST #200 15325 SE 155TH PL #J2 15325 SE 155TH PL #Rl BELLEVUE, WA 98005 RENTON, WA 98058 RENTON, WA 98058 7331000000 7331000000 2329780000 RUDD MIHO RUSNESS RONALD RUSSELL DOROTHY M 15325 SE 155TH PL #A6 15325 SE 155TH PL #X2 15400 SE 1ss:rH PL #52 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 2329780000 7331000000 7331000000 SALISBURY WILLIAM G+SONJA SANCHEZ FERNANDO+HORTENCIA SAVITKAIA MARINA V 15400 SE 155TH PL #1 15325 SE 155TH PL UNIT T-6 15325 SE 155TH PL #P2 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 2329780000 7331000000 7331000000 SCHOENECKERJUANCARLOS SCHWARZ SHANNON SHAKHNAZAROV SERGEY 15400 SE 155TH PL #18 15325 SE 155TH PL UNIT 13 15325 SE 155TH PL #N-4 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 7331000000 7331000000 7331000000 SHIMIZU CHRISTIE+KENTA SHIMODA TENILLE H SIMMONS JANET K 15325 SE 155TH PL UNIT R-6 15325 SE 155TH PL #B3 15325 SE 155TH PL UNIT X-1 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 7331000000 SKELBREIA NORMAN K 15325 SE 155TH PL #N3 RENTON, WA 98058 2329780000 1 SMITLEY RAYMOND L+DEBBY L ' 15400 SE 155TH PL #SO RENTON, WA 98058 7331000000 STATHAKOS PANAGIOTIS+ERIKA 15325 SE 155TH PL #Z3 RENTON, WA 98058 7331000000 STILES JEFFREY K+NICHOLE M 15325 SE 155TH PL #T4 RENTON, WA 98058 7331000000 TAYLOR LINDA D PO BOX 58351 RENTON, WA 98058 7331000000 THOMPSON ANGELE PO BOX 50541 BELLEVUE, WA 98015 7331000000 TYLER JO+MICHAEL J 15325 SE 155TH PL #C3 RENTON, WA 98058 2329780000 WALZ DAVID+ ALICE 15400 SE 155TH PL #3 RENTON, WA 98058 2329780000 WHITE ADAM THOMAS 15400 SE 155TH PL UNIT 92 RENTON, WA 98058 2329780000 WILLECKE LESLIE K 15400 SE 155TH PL UNIT #80 RENTON, WA 98058 • 7331000000 • SMITH KELLEY D 15325 SE 155TH PL #X-3 RENTON, WA 98058 7331000000 SOLBERG RUSSELLJ+MELISSA D 15325 SE 155TH PL #B-5 RENTON, WA 98058 7331000000 STIEHL DAVID J+LING N 15325 SE 155TH PL #Ll RENTON, WA 98058 7331000000 TAMASHIRO HARUNOBU+YAEKO 15325 SE 155TH PL UNIT N-2 RENTON, WA 98058 7331000000 TEMBLOR PAMELA A+JOHN A 15325 SE 155TH PL #U-1 RENTON, WA 98058 7331000000 TORRALBA JOHN JAMES C+JOHN 15325 SE 155TH PL UNITT2 RENTON, WA 98058 2323059209 VALLEY SPRINGS APARTMENTS LLC 11624 SE 5TH ST #200 BELLEVUE, WA 98005 7331000000 WARNER GERALDINE R 15325 SE 155TH PL #J3 RENTON, WA 98058 7331000000 WHITE KAREN M 15325 SE 155TH PL #R-4 RENTON, WA 98058 7331000000 WILSON-JAMES KENYATIA 15325 155TH PL SE #J7 RENTON, WA 98058 7331000000 SMITH MARK+TERESA ALLMAN PO BOX 2425 VASHON, WA 98070 7331000000 SPELEERS PATRICK K 15325 SE 155TH PL #M3 RENTON, WA 98058 7331000000 STILES JEFF K+SAHLI NICHOLE 15325 SE 155TH PL #US RENTON, WA 98058 7331000000 TARONA MARK A 15325 SE 155TH PL #Z-5 RENTON, WA 98058 2329780000 THOMAS ELIZABETH #19545 7517 GREENWOOD AVE N SEATILE, WA 98103 7331000000 TOWNE NICHOLAS D+TAE S 15325 SE 155TH PL #VS RENTON, WA 98058 7331000000 VAN WINKLE MARY 15325 SE 155TH PL UNIT L-7 RENTON, WA 98058 7331000000 WEBLEY JARED+SHEBRON 15325 SE 155TH PL #P4 RENTON, WA 98058 7331000000 WIIK KAI PEDER 15325 155TH PL #U2 RENTON, WA 98058 7331000000 WIVAG ANNA M+ERIK E+LISA M 15325 SE 155TH PL UNIT 1-2 RENTON, WA 98058 7331000000 WONG THOMAS 15325 SE 155TH Pl #1-1 RENTON, WA 98058 7331000000 , YAU EDWIN K 15325 SE 155TH Pl UNIT H-3 RENTON, WA 98058 • 7331000000 WOODBRIDGE HOLLY A 15325 SE 155TH PL #C2 RENTON, WA 98058 7331000000 YORK LAURA K 15325 SE 155TH PL #Kl RENTON, WA 98058 • 7331000000 YAMAGUCHI KENNETH H 15325 SE 155TH PL #X4 RENTON, WA 98058 ~•,---.,-· JP Athwal Roger Ollenburg Summit Petroleum Group Roger Ollenburg Architect 20207 105th Ave SE 17405 33rd Dr SE Kent. WA ·sothell. WA 98012 Cedar River Station LLC 15355 Maple Valley Hwy Renton, WA 98058 ·Denis Law· ·.Mayor -Juiv 3, 2014 ·•--Roger Ollenburg ·.17405 33rd Driv·e SE Bothell, WA. 98012 •· · · Commu_nity & E_conomic Development Department -· t.E,"Chip"Vincent, Administrator . Subj_ect: · Notice of Com~lete'App[kation --Cedar River Chevron, LUA14-000799, ECF, MOD, SA~A Dear Mr. Ollenburg: . . . . . . . . ·-The Planning Division of the City of Rent.on·h~s d~termined that the subject applicati~n . . . . . . --_ is 'complete according to submittal reqliirements and, therefore,.is accepted for review .• . . . . . -. ~ ' . . . . ' . . . Prio_r. to that review, you will be notified if anY additional info'rmation is required to --~orjtlnu~ prncessjng your application. . . . . . . . . . . Please contact me at (425).430 77289 if you have ~ny q~estion!;°. -- . ·. . .. . . . . . . ·.·· ,.. ·'' . . ·. ; . · --sincerely, · (fa~ l-7. •aJ---, _-. Clark H. Clos·e -•. Associate Planner . cf:· . Ceda~ River station,. LLC / Owne'r(s) JP At_h,..;al / Applicant · · • • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the appllcatlon and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: July 3, 2014 LANO USE NUMBER: LUA14-000799, ECF, MOD, SA-A PROJECT NAME: Cedar River Chevron PROJECT DESCRIPTION: The applicant is requesting approval of a fuel station {Cedar River Chevron) with a convenience store and car wash located in the Cedar River Station development at 15355 Maple Valley Highway (APN . 232305-9211) on the south side of Maple Valley Highway (SR 169) and east of 152nd Avenue SE. The project site is a 0.8 acre (35,031 square feet) parcel and has a land use of Commercial Corridor (CC) and a zoning designation of Commercial Arterial (CA). The property is also located within Urban Design District 'D', and therefore subject to additional design elements. In addition to a fuel station with underground storage tanks, the site will include a canopy with six double-sided pumps, a convenience store, and an automatic tunnel carwash. Primary access to the site is proposed off of Maple Valley Highway. The City of Renton's Critical Areas maps indicate the presence of seismic hazards related to potential liquefaction of soils during an earthquake event. There is an existing development agreement for the subject property. There are no trees on site. The proposal includes SEPA review, parking modification, and a vehicle stacking modification to enter the fueling area. The submittal included construction mitigation, geotechnical report, drainage report, and traffic st.udy. PROJECT LOCATION: 15355 SE Maple Valley Highway 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. 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: NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permits/Review Requested: other Permits which may be required: Requested Studies: June 20, 2014 July 3, 2014 Roger Ollenburg, Architect 17405 33rd Drive SE; Bothell, WA 98012 Email: rogero.architect@comcast.net Environmental (SEPA) Review, Administrative Site Plan Review, Parking Modification and Vehicle Stacking Modification Building and Construction Permits Technical Information Report, Geotechnical Report, Drainage Report, and Traffic Study If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Cedar River Chevron/LUA14·000799 NAME:------------------------------------ MAJLING ADDRESS: ________________ City/State/Zip: __________ _ TELEPHONE NO.: _____________ _ • Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mltlgatlon: Proposed Mitigation Measures: • Department of Community & Economic Development (CED)-Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 The Examiner held a public hearing on the master site plan for Cedar River Station (LUA12-000193) on February 19, 2013 in the City of Renton Council Chambers. The subject site is designated Commercial Corridor (CC) on the City of Renton Comprehensive land Use Map and Commercial Arterial (CA) on the City's Zoning Map. Environmental (SEPA) Checklist The project will be subject to the City's SEPA ordinance, RMC 4-9-200, RMC 4-9-070, and other applicable codes and regulations as appropriate. The following Mitigation Measures wiJJ likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. Project construction shall be required to comply with the submitted geotechnica/ report. Project construction shall be required to comply with the submitted traffic study. Comments on the above appllcation must be submitted in writing to Clark H. Close, Associate Planner, CED-Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on July 17, 2014. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and wi11 be notified of any decision on this project. CONTACT PERSON: Clark H. Close, Associate Planner; Tel: (425) 430-7289; Email: cclose@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION •• • Denis Law Mayor August 24, 2016 JP Athwal Community & Economic Development C. E. "Chip" Vincent, Administrator Summit Petroleum Group 20207 105th Ave SE, Kent, WA 98031 SUBJECT: -------Cedar River Chevron"lUAl!t-000799, SA,A ~- PROJECT LOCATION: 15355 Maple Valley Highway, State Route 169 Dear Mr. Athwal: This office has reviewed your request (dated August 3, 2016) to extend an approved site plan for the Cedar River Chevron car wash (File No. LUA14-000799). Cedar River Chevron received Administrative Site Plan approval of the original project on August 5, 2014. The original proposal did not include phasing of the project that included a convenience store, fueling facility and a car wash. A minor modification to the approved site plan was granted on May 11, 2015 with phasing of the development. The car wash building was deferred to the second phase of the development and construction was anticipated in 2018. Pursuant to RMC 4-9-200J.1.b, the municipal code allows the original approving body to issue a single two (2) year extension. The property currently operates under a· development agreement (Rec. No. 20070307000134), between the City of Renton and Aqua Barn Ranch, Inc., setting forth development standards and any other provisions that apply to, govern, and vest the development, use and mitigation of development until January 12, 2017. Therefore, your site plan extension request is approved subject to compliance with current Commercial Arterial (CA) developments standards under RMC 4-2-120A, including urban design regulations in RMC 4-3-100. The site plan will expire on August 5, 2018. The compliance with these standards would be reviewed at building permit application. You should be aware this office is empowered to issue only one such extension. If the final site plan approval is not completed by August 5, 2018 it will expire and cannot be extended again. Please feel free to contact me at (425) 430-7289 should you have any further questions or comments regarding this extension. 1055 South Grady Way, Renton, WA 98057, rentonwa.gov Sincerely, Clark H. Close Senior Planner ' • cc: C.E. "Chip" Vincent, CED Administrator Jennifer Henning, Planning Director Vanessa Dolbee, Current Planning Manager Jan Illian, Development Engineering City of Renton File LUA14-000799 \ '1 • CITY OF RENTOJ.il DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: July 15, 2015 To: City Clerk's Office From: Sabrina Mirante Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: Cedar River Chevron LUA (file) Number: LUA-13-000799, ECF, MOD, SA-A Cross-References: AKA's: Project Manager: Clark H. Close Acceptance Date: June 27, 2014 Applicant: JP Athwal, Summit Petroleum Group Owner: Cedar River Station LLC Contact: Roger Ollenburg PIO Number: 2323059211 ERC Determination: DNS-M Date: August 4, 2014 Anneal Period Ends: Auoust 22. 2014 Administrative Decision: Approved with Conditions Date: August 5, 2014 Anneal Period Ends: Auaust 22. 2014 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Anneal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting approval of a fuel station (Cedar River Chevron) with a convenience store and car wash located in the Cedar River Station development at 15355 Maple Valley Highway (APN 232305-9211) on the south side of Maple Valley Highway (SR 169) and east of 152nd Avenue SE. The project site is a 0.8 acre (35,031 square feet) parcel and has a land use of Commercial Corridor (CC) and a zoning designation of Commercial Arterial (CA). The property is also located within Urban Design District 'D', and therefore subject to additional design elements. Location: 15355 Maple Valley Hwy Comments: ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Sianificance-Mitiaated: OS -Determination of Sianificance. Aoolication Date: June 20, 2014 Name: Cedar River Chevron . . Site Address: 15355 Maple Valley Hwy Renton, WA 98058 Plan -Planning Review Version 1 I May 13, 2015 M'~ff!f'~'~t11~~11~w.1il;!;\'qt1iw1,~r~111111i11111111111111111111u11m,11m11111111im1111111111111111m111~1~,~i,11i,N!~I111rt1w1111~J1~Wl!,ol'~~1 ~' 1~\~j1'm~!«!l11~1~i~~,],!~e,1 Recommendations: EXISTING CONDITIONS WATER Water service will be provided by Cedar River Water and Sewer District. SEWER Sewer service will be provided by Cedar River Water and Sewer District. STORM There are storm drainage improvements in Maple Valley Highway (SR169) STREETS There are frontage improvements currently being constructed fronting the site on Maple Valley Highway (SR169). CODE REQUIREMENTS WATER 1. A water availability certificate will be required to be submitted to the City wit.h the site plan application. SANITARY SEWER 1. A sewer availability certificate will be required to be submitted to the City with the site plan application. SURFACE WATER 1. A surface water system development fee of $0.491 per square foot of new impervious surface will apply. This is payable prior to issuance of the utility construction permit. 2. A drainage report and drainage plan was submitted and approved under the original site plan for the Cedar River Station site. Installation of the onsite storm and detention/water quality vault is currently being constructed including a storm stub to the fuel station. Review of the onsite conveyance system for the fuel station site will be done at construction permit submittal. 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site. TRANSPORTATION /STREET 1. Frontage improvements along SR 169 are currently being installed by the developer of Cedar River Station. 2. A traffic impact analysis was reviewed under the Cedar River Station with the site plan application. GENERAL COMMENTS 1. Separate permits and fees for storm connection will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil.Engineer shall oreoare the civil clans. \Jtn~.i 1 . 111 :;:f·'·n1:1.'0:;1.1n:1,i~u11ti\1.nmn.:!1P\.·.:1:1;~J.nm1~\i·llli· ·m .. :;1.,.:rt1.''.i.w~1.1;···1·'.'.\iiil,\lfil?'G'ti\\lJ'1Ul'\Ul~.¥1ltlU\l\ ,F.1re,Re111ew,~Bullil1 ng,~omme11ts 1li:1i11illnl111<1lll1II 11i1illlliliii\\ Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $0.58 per square foot of building area. These fees are paid at lime of building permit issuance. Code Related Comments: No fees charged for the pump island canopy. 1. The preliminary fire flow requirement is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150 feet of the proposed buildings and two hydrants are required within 300 feet. Existing hydrants can be counted toward the requirement as long as. they meet current code including 5 inch storz fittings. A water availability certificate is required from Cedar River Water and Sewer District. 2. An approved fire alarm system is required throughout the building. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting. Fire alarm system shall be fully addressable and full detection is required. 3. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting for all underground flammable liquid storage tanks and tank monitoring systems. 4. Fire department apparatus access roadways are required to be minimum 20 feet wide fully paved, with 25 feet inside and 45 feet outside turning radius. Fire access roadways shall be constructed to support a 30 ton vehicle with 322 psi point loading. Access is required within 150 feet of all points on the buildings. 5. An electronic site plan is required to be submitted to the Renton Fire Department for pre fire planning purposes prior to occupancy of Ran: July 15, 2015 Page 1 of3 ' •. ADVISORY NOTES TO APPLICANT LUA14~000799 • Plan -Plannin Version 1 I May 13, 2015 ,~HH~illlli!!!llllllll~!!lll!l!'.Aiil![-'ml!llllimllftlt.'Wil ..... i~lllill!lllll!ll'!!IIIIIIIHl1!!!!111111'11!1Hilllll!li\lll'ffl!!ill'H'[l'IWINl!51'-!Jflf1i Ti11l1U 1llll!IIUWTJ ... :1:.1rn,B,!IJ!.1e111"'~'B.11Jl.d1.l'lg1~1:1mmel'l.t11.,iif..l!"'<mt11c::t:J\$1:1[!1Y'.ikm11d~.§rtl~O .. W:2.4J1,cm.1:1m.as.@[!IQtQowa . .fuf.i Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $0.54 per square foot of building area. No fees charged for the pump island canopy. These fees are paid at time of building permit issuance. Code Related Comments: · 1. The preliminary fire flow requirement is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150 feet of the proposed buildings and two hydrants are required within 300 feet. Existing hydrants can be counted toward the requirement as long as they meet current code including 5 inch storz fittings. A water availability certificate is required from Cedar River Water and Sewer District. 2. An approved fire alarm system is required throughout the building. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting. Fire alarm system shall be fully addressable and full detection is required. 3. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting for all underground flammable liquid storage tanks and tank monitoring systems. 4. Fire department apparatus access roadways are required to be minimum 20 feet wide fully paved, with 25 feet inside and 45 feet outside turning radius. Fire access roadways shall be constructed to support a 30 ton vehicle with 322 psi point loading. Access is required within 150 feet of all points on the buildings. 5. An electronic site plan is required to be submitted to the Renton Fire Department for pre fire planning purposes prior to occupancy of the building. 6. Citv ordinance reauires full back up on site aenerator capacitv to keep the station up and runnina durina Iona term cower outaaes. 1~ l11ffiffil~Jlllllillllll.!~1111li!ijl!ij'1!1111lilllilllllllllllllRffi I 11 Eng1neer.1119,Rey.1.ew,1~omme..llt.ll Recommendations: EXISTING CONDITIONS WATER Water service will be provid.ed by Cedar River Water and Sewer District. SEWER Sewer service will be provided by Cedar River Water and Sewer District. STORM There are storm drainage improvements in Maple Valley Highway (SR169) STREETS There are no frontage improvements fronting the si.te on Maple Valley Highway (SR169). CODE REQUIREMENTS WATER 1. A water availability certificate will be required to be submitted to the City with the site plan application. SANITARY SEWER 1. A sewer availability certificate will be required to be submitted to the City with the site plan application. SURFACE WATER 1. A surface water system development fee of $0.491 per square foot of new impervious surface will apply. This is payable prior to issuance of the utility construction permit. 2. A drainage report and drainage plan was submitted and approved under the original site plan for the Cedar River Station site. Installation of the onsite storm and detention/water quality vault is currently being constructed including a storm stub to the fuel station. Review of the onsite conveyance system for the fuel station site will be done at construction permit submittal. 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site. TRANSPORTATION /STREET 1, Frontage improvements along SR 169 are currently being installed by the developer of Cedar River Station. 2. A traffic impact analysis was reviewed under the Cedar River Station with the site plan application. 3. Unless amended or terminated, Section 4 of the Developer Extension Agreement for Aqua Barn Ranch LLC. (Recording# Ran: July 15, 2015 Page 2 of3 GENERAL COMMENTS 1. Separate permits and fees for storm connection will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Draftin Standards. A licensed Civil En ineer shall re are the civil lans. Ran: July 15, 2015 Page 3 of 3 • • City of Renton lAND USE PERM~'f MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Cedar River Station LLC Cedar River Chevron PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ADDRESS: 15215 SE 272"' Sl #201 15355 SE Renton Maple Valley Road, State Route 169 CITY: Kent, WA ZIP: 98042 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: 206.730.9145 2323059211 APPLICANT (if other than owner) EXISTING LAND USE(S): NAME: JP Alhwal Vacant PROPOSED LAND USE(S): COMPANY (if applicable): Summit Petroleum Group Gas Station with convenience store and car wash EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: 20207 105m Avenue SE Commercial Corridor PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: Kent, WA ZIP:98031 (if applicable) Not Applicable EXISTING ZONING: TELEPHONE NUMBER: 206.919.6882 Commercial Arterial CONTACT PERSON PROPOSED ZONING (If applicable): No Chanae SITE AREA (in square feet): NAME: Roger Ollenburg 35,031 sq. ft. SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Roger Ollenburg Architect DEDICATED: none SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS:17405 33" Drive SE None PROPOSED RESIDENTIAL DENSITY IN UNITS CITY: Bothell, WA ZIP: 98012 PER NET ACRE (if applicable) Not Annlicable TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 206.947.2295 Nol Applicable rogero.architect@comcast.net NUMBER OF NEW DWELLING UN~SEfClicable): Nol Applicable E IVE D C:\UscrsVP\Dm.:umcnL<;\A&U.lmpcrllllNW .M itlwnyShell\Ccdnr River Gns Station\Rogcr Ollcnburg Architcc1\Mastcr Application.doc JUN 2 0 2014 . 1 • CITY OF RENTON PLANNING DIVISION • • PROJECT INFORMATION (continued) ~---'-------'------------~ . NUMBER OF EXISTING DWELLING UNITS (if applicable}: None SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (ff applicable}: Not Applicable SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Not Applicable SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (If applicable): Not Applicable SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Not Applicable NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): 8,176 Sq. Ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable}: 10-12 PROJECT VALUE: $1,250,000. IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable}: 0 AQUIFIER PROTECTION AREA ONE CJ AOUIFIER PROTECTION AREA TWO CJ FLOOD HAZARD AREA 0 GEOLOGIC HAZARD 0 HABITAT CONSERVATION 0 SHORELINE STREAMS & LAKES 0 WETLANDS ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.fl. ___ sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information Included) SITUATE IN THE SW QUARTER OF SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s} {2;,,.,;Q.AL,v Goo Jw;JJ , declare under penalty of perjury under the laws of the State of Washington that I am (please check one} __ the current owner of the property involved In this application or __ the authorized represenlalive to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contain -am the lnformatlo erewith are in all respects true and correct to the best of my knowledge and belief. qf?;b Signature of Owner/ Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) ss COUNTY OF KING ) • z --""~ ---== -=,., --;;..;J:.".::.: - City of Renton L4Nn U~I= PFRMIT MASTER APPLICATION t'KUl"EKTY OWNER(S) PROjECT iNFORMATION PROJECT OR DEVELOPMENT NAME: Cedar River Station LLC Cedar River Chevron PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: : ADDKEGS: ·:G2iS GE 212:ii:! GI ;,:2c1 i I ·j;:i~50 .SC r:~ulon iviaµle V&ii~y Ructd, S[&it:: i;ouic iOt:i CITY: Kent, WA ZIP: 98042 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): T~:...c~;-.;01-.;::: :.;ur~~c.L;;: 2~0.730.9145 2323059211 APPLICANT (if other than owner) I NAr· .. ~E: EXISTING LAND USE(S): JPAthwal Vacant PROPOSED LAND USE(S): COMPANY (if applicable): Summit Petroleum Group Gas Station with convenience store and car wash I ADDRESS: 20207 10511 ' Avenue SE I EXISTING COMPREHENSIVE PLAN MAP DES1GNl\i:8N: Commercial Corridor I CITY - I PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION Kent, WA ZIP:98031 (if applicable) Not Applicable I TELEPHONE NUMBER: I EXISTING ZONING: 205.019.6882 I . Ccmmercia! Arteria! I CONT ACT PERSON PROPOSED ZONING (if applicable): No Chance SITE AREA (in squarB feefr I NAME: Roger Ollenburg I I 3s.031 sq. tt. I ! I 1 --· l SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Roger Ollenburg Architect DEDICATED: I I none SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: I I ADDRESS:17405 33'' Drive SF.' : N,~:n~ i ZIP:9801=1 : PROPOSED RESIDENTIAL DENSITY IN UNITS CITY: Bothell, WA PER NET ACRE (if applicable) ·------·-· Not Ann!icable TELEPHONE NUMBER AND EMAIL ADDRESS: I NUMBER OF PROPOSED LOTS (if applicable) I ' 206.947.22% ' !'·:·.:.·, .'-'.[.'f)ll'.:::!!¥':'.; I rogero. architect@comcast.net NUMBER OF NEW DWELLING UNITS (if applicable): I Not Applicable I C:\Users\.1 P\Dncumcnl~\A&U. lmpcriuJNW. Mid\'JayShell\Ccdar River Gas Station\Roger Olien burg Architect\Master App!kation.doc . J. • • PROJECT INFORMAT~IO:c.:N:...:...ic::..:o:....:.n=t::.:.:in:.::.:u-=-ed=),.__ ______ ~ NUMBER OF EXISTING DWELLING UNITS (if applicable): None SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): Not Applicable 3~u,;nc: FVVTAGE OF EXJSTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Not Applicable SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): Not Applicable 3(:iUMF;.i:: t="G0TAGC::. o;:-ex;,:; i-1isiG i-.iVi\i-i\t::.SiuL:i\1 l u:...L BUILDINGS TO REMAIN (if applicable): Not Applicable NET FLOOR AREA ON NON-kt:::ilUtcN I IAL t:>UILUINGS \it applicable): 8,176 Sq. Ft. PROJECT VALUE: $1,250,000. IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): 0 AQUIFIER PROTECTION AREA ONE U AQiJiFiER PROTECT!Oi-J AREA MO 0 FLOOD HAZARD AREA sq. ft. 0 GEOLOGIC HAZARD sq. ft. CJ HABrJAT CUNS!::k.VATiON sq. it. I D SHORELINE STREAMS & LAKES sq. I ft. I PROJECT (if app:lcabie): ·!0-12 u WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Ati:acil ieaai de,;c1iotion on seoarate sheet W!tn tne ro1iowing information inciuded) S!TU,!..T[ 1~~ TH[ S\f/ Q!J!..RTE:R OF SCCT!Q~.J 23, TOV\.'N3l gp 23 N, R.A~·lGE 5 E, W.M. IN THE CITY OF RENTON, KING COUNTY, Vv'ASHINGTON AFF!DAV!T OF OWNERSHIP C11...l /)v (Z: "'"""' <> r-trt ,1,,v- 1, (Print Name/s) ___________________ , declare under penalty of perjury under the laws of the State of \l\f?.shing!0n that ! a.m (r:,!l;'as~ ~hec!< one) -· _ the current owner of the orooert:.: :?:vG:·ve.::: ;,, t:S,ls coc-,:icat]c;-, :,r ___ th~ oult"-10rfzed representative to ai:::t for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein r:n~r:1ir~0ri :1nri Tt1;<;> inT0'1'r>'?.!!0~ !le~l'_;l''!ifr1 are in sH respecrg true and correct w tf1e he~t of my knowiP.0(,ie ;,ino neiief. ,1\4~ P...J -1<o--11 · Date Signatu1~ or 0•1h1cr/Repi·esentative Date STATE OF VVASH!NGTOM ) COUNTY OF KiN-3 ) ·- I certify that I know or have satisfactory evidence)hat · f·tl<-c-/ :T 00-'.::> signed this instrurnttnt and acknowledge it to b(.i:!)_$/her/their free and voluntary act for ti 1e usas sad purpose rnen1;011ed in the inst.urnent. (__ / ·-.. , ., , _ 1 ( ;-·-···--:----., _ L::.:~:__-f:1 L0 c-c_:_~f-~:·,~)t)/"~ 4--.iJ~. vCJ-~_:_02-'----)•') .. -- Date~ ~''''"\\\\\11, !'!ct~:-y Pubt:c in and for tl1e State ofVv'ashington ,..,'" ~\E 1\1 ,,,, /'"'\ $~'o ,,,"'""";,,Du \ \ 1 / · ·-/-i i 17 ./'v · " ·· -ff ~if'1111'°" "-t!.:J,,~ ~ ~ Notary (Printr-.:::/ 1 /7 <,-::, C. · ___ ,.,.._, I ' :: CJ:o +o'4t"" \\,:) ~ 1-1 :: •" -· .. ~ ::: 101':'5"1 3CJ/'i_ ~ ~ ... :; ,,.. My aooointme"!t. <:>:--r.ir'=::;· /';__# /_ 47L __ -__ \ ~ ~a\.,c. J ~ E ----· ------------·------ ' T;,,_ >'0.15.\~_,. i:) .= rt, •. ~ .. lt.\\\\\\\'-'-'''~.-,0 ::-. . . . . t ::\I lsers\.ll'\Documcn~&U.l{Tl.ne1'1alNW~M1dwayShcll\Cedar River Gas Stat10n\Roger Ollenburg Archllcct\Mastcr Appl1cat1on.doc ffft W~...>•. -:-...'' ''''"""''''" -2- I • • LIMITED LIABILITY COMPANY AGREEMENT of CEDAR RIVER STATION LLC (A Washington manager-managed, limited liability company) Prepared by: Montgomery Purdue Blankinship & Austin PU£ 701 Fifth Avenue, Suite 5500 Seattle, WA 98104-7096 • • LIMITED LIABILITY COMPANY AGREEMENT of CEDAR RIVER STATION LLC Table of Contents 2. REGISTERED OFFICFJREGISTERED AGENT AND PLACE OF BUSINESS ................ -........................... _ ........................... aa ............................... -............................ 1 5. MEMBERS, PERCENTAGE INTERESTS, CAPITAL CONTRIBUTIONS, AND CAPITAL ACCOUNTS---·---·---····--·------·-··-··-----···-·2 7. DISTRIBUTIONS ......... -........................ -, ............................................................... -•. , .................. 6 8. VOTING, MEMBER DECISIONS AND MEETINGS-................................................................ 7 9. MANAGEMENT, INDEMNIFICATION AND ACCOUNTING MA1TERS .............................. 8 10. TRANSFERABILITY ............................ --... , .................... ,-.• -.... -.................................... _.12 14. POWER OF ATI'ORNEY ·-·---·--.. ··--·-· .. ----------·-.. -.. ,-·-----......... 17 15. AMENDMENTS ..... ,-.............................. -................... --·-·-... -............................................ 17 16. REPRESENTATIONS AND W ARRANTIES ............................................................. -............ -.17 17. TAX MATI'ERS ............................................................................................................................... 18 18. MEDIATION AND ARBITRATION OF DISPUTES ................................................................... 19 . 19. LEGAL COUNSEL .......................................................................................................................... 19 20. MISCELLANEOUS ............ -.......................... -............................... -....... -........................... -.20 { 00286826-5) • • LIMITED LIABILITY COMPANY AGREEMENT of CEDAR RIVER STATION LLC This Limited Liability Company Agreement (the "Agreement") is effective as of April 5, 2012, and is between those individuals and entities who execute a counterpart of this Agreement and are listed on Exhibit A attached (''Member," or specifically by name where appropriate, and collectively as the "Members"). 1. FORMATION OF COMPANY. The Members hereby form Cedar River Station lLC (the ''Company") on the terms and conditions set forth in this Agreement. Except as provided otherwise in this Agreement, the rights and liabilities of the Members shall be governed by Chapter 25.15 of the Revised Code of Washington ("RCW"), the Washington Limited Liability Company Act ("Act"). 2. REGISTERED OFFICFJREGISTERED AGENT AND PLACE OF BUSINESS. 2.1 Registered Office and Registered Agent. The Company's initial registered agent and the address of its initial registered office in the State of Washington are as follows: MPBA Service Company lLC Address 701 Fifth Avenue, Suite 5500 Seattle, WA 98104 The registered office and registered agent may be changed by the Company from time to time by filing an amendment to the Certificate of Formation or filing such other forms as required by the Washington Secretary of State. 2.2 Place of Business. The principal place of business of the Company shall be 4057 Williams Avenue North, Renton, Washington 98056. The Company may locate its place of business at any other place or places as the Manager (as defined below) may from time to time deem advisable. 3. TERM. The Company shall have perpetual existence, unless the Company is dissolved and its affairs wound up in accordance with this Agreement. 4. PURPOSE AND RELATED PARTY TRANSACTIONS. The sole purpose of the Company shall be to acquire, develop, own for investment purposes, and re-sell the real property and improvements thereto commonly known as Cedar River Station, located at the southeast comer of the intersection of SE Renton Maple Valley Road (SR169) and 152nd Avenue SE in Renton, King County, Washington, and legally described on Exhibit B attached hereto and incorporated by reference herein (the "Property"). The Company may exercise all powers necessary or convenient to carry out its purpose that may be (00286826-5) LIMITED UABil.ITY COMPANY AGREEMENT PAGE I • • legally exercised by limited liability companies under the Act. To fulfill the purpose of the Company, the Company will engage in the related party transactions described in this Section below. 4.1 Eagle Creek Land and Development LLC. Eagle Creek Land and Development LLC (''Eagle Creek") is owned and controlled by Randall S. Goodwin and Michael Chaffeur; Randall S. Goodwin owns and controls, directly or indirectly, NW M&M Holdings, LLC; Michael Chaffeur owns and controls, directly or indirectly, Westar Holdings, LLC. As of the date of this Agreement, Eagle Creek holds the buyer's interest in a Purchase Agreement dated January 9, 2012, as amended ("Purchase Agreement"), pursuant to which Eagle Creek has the right to purchase the Property from Aqua Barn Ranch, Inc., a Washington corporation. Eagle Creek has deposited earnest money under the Purchase Agreement and has incurred additional out-of-pocket expenses for architect and engineer costs, Joan fees and other expenses related to the Purchase Agreement and the Property as itemized on the attached Exhibit C (collectively ''Eagle Creek Expenses"). By entering into this Agreement, NW M&M Holdings, LLC and Westar Holdings, LLC, on behalf of themselves and on behalf of Randall S. and Sherri L. Goodwin, Michael and Darci Chaffeur and Eagle Creek, acknowledge and agree that all rights of Eagle Creek with respect to (i) the Purchase Agreement and the Property, (ii) all entitlements and other rights ancillary to the Property, and (iii) all permits, approvals, applications, plans, surveys, tests, engineering data, service contracts, studies, reports, loan applications, loan fees, lender good faith deposits, and other rights related to the operation, development or financing of the Property referenced on Exhibit C or otherwise owned or controlled by Eagle Creek (the items listed in clause (iii) collectively referred to as the ''Intangibles") are being transferred to the Company and Eagle Creek shall have no claim to any compensation for such transfer in consideration of the credits to the Capital Accounts of NW M&M Holdings, LLC and Westar Holdings, LLC provided for under this Agreement. NW M&M Holdings, LLC and Westar Holdings, LLC shall cause Eagle Creek to take such action and to execute, acknowledge and deliver any and all documents and instruments as may be desired by the Company to transfer to the Company the Purchase Agreement, all entitlements and other rights ancillary to the Property, and the Intangibles. NW M&M Holdings, LLC and Westar Holdings, LLC shall be entitled to no compensation nor any credit to their Capital Accounts in consideration of their fulfillment of their obligations under this paragraph other than the credit to their Capital Accounts expressly provided for under this Agreement. 4.2 Full Disclosure by Members. NW M&M Holdings, LLC and Westar Holdings, LLC, on behalf of themselves and on behalf of Randall S. and Sherri L. Goodwin, Michael and Darci Chaffeur and Eagle Creek, represent and warrant to Joos Family LLC that (i) they have disclosed to Joos Family LLC all of the facts and circumstances known to them that materially affect the Property or the value, development, status, condition and legal compliance of the Property or any portion thereof, and (ii) no information furnished by them to Joos Family LLC is knowingly misleading. 5. MEMBERS, PERCENTAGE INTERESTS, CAPITAL CONTRIBUTIONS, AND CAPI- TAL ACCOUNTS. 5.1 Members. The Members of the Company are listed on Exhibit A attached to this Agreement. No Member may withdraw from the Company without the prior consent of all of the other Members. (00286826-S} LIMITED LIABILITY COMPANY AGREEMENT PAGE2 • • 5.2 Percentage Interests. The Members shall initially own the percentage interests in the Company (the "Percentage Interests") as set forth opposite each Member's name listed in Exhibit A attached to this Agreement. Subsequent changes in the Members' Percentage Interests shall be reflected in the Company's books and records and on an amended Exhibit A. 5.3 Initial Capital Contributions. Upon execution of this Agreement, NW M&M Holdings, LLC and Westar Holdings, LLC, shall cause Eagle Creek to contribute to the Company all rights of Eagle Creek to the Purchase Agreement and the Property, all entitlements and other rights ancillary to the Property, and the Intangibles as provided in Section 4.1. In respect of the foregoing in-kind contributions, the Capital Accounts of NW M&M Holdings, LLC and Westar Holdings, LLC shall each be credited two hundred thousand dollars ($200,000). NW M&M Holdings, LLC and Westar Holdings, LLC, on behalf of themselves and on behalf of Randall S. and Sherri L. Goodwin, and Michael and Darci Chaffeur, warrant and represent to Joos Family LLC that Eagle Creek is the holder, free and clear of any lien or claim, of the buyer's interest under the Purchase Agreement and all of the rights, interests and work product itemized on the attached Exhibit C and that neither they nor any third party holds any interest in the buyer's interest under the Purchase Agreement or any other rights to be transferred to the Company by Eagle Creek under this Agreement, including without limitation the Intangibles. Joos Family LLC shall transfer to the Company cash in the amount listed next to its name on Exhibit A. The contributions described in this Section 5.3 shall be in exchange for the Member's Percentage Interest in the Company. 5.4 Capital Accounts. Each Member shall have a capital account on the books of the Company ("Capital Account"). A Member's Capital Account shall be increased by the Member's capital contributions to the Company ("Capital Contributions") and the Member's share of net income of the Company, and decreased by the Member's share of net losses of the Company and cash distributions. Such capital accounts shall at all times be maintained in compliance with the provisions of Section 704 of the Internal Revenue Code of 1986, as it may be amended from time to time ("Code"). 5.5 Capital Contributions After Initial Capital Contribution. In the event additional Capital is reasonably required for the business of the Company, each Member shall, upon the request of the Manager, contribute, in proportion to their Percentage Interests, additional Capital Contributions in a total aggregate amount not to exceed two hundred thousand dollars ($200,000) (i.e., $40,000 for a Member with a 20% Percentage Interest). No additional Capital Contributions in excess of two hundred thousand dollars ($200,000) shall be required of the Members except by a Major Decision of the Members (as defined below). 5.6 Remedies for Failure to Pay Additional Capital Contributions. If any Member who is required to make an additional Capital Contribution shall fail to do so within fifteen (15) days of the date the Capital Contribution is due ("Non-Paying Member"), the Company shall notify the non-defaulting Members, and they shall have the option either to: 5.6.1 Contribute, in proportion to their Percentage Interests, or as they may otherwise agree, the amount required from the Non-Paying Member, and elect to adjust the Percentage Interests so that after such adjustment the Percentage Interest held by each Member is in the ratio of a fraction, the ( 00286826-5) LIMITED LIABIUTY COMPANY AGREEMENT PAGE3 • • numerator of which is the aggregate Capital Contributions of each Member, and the denominator of which is the aggregate Capital Contributions of all Members; or, 5.6.2 Advance, in proportion to their Percentage Interests, or as they may otherwise agree, the amount required from the Non-Paying Member and treat such amount as a loan from the advancing Members ("Capital Contribution Loan"). Capital Contribution Loans shall bear interest at the rate of ten percent (10%) per annum. Capital Contribution Loans shall be repayable within thirty (30) days after written demand and, if not sooner repaid or demand made, shall be repaid from any cash distributions otherwise to be made to the Non-Paying Member by the Company. 5.7 Interest on and Return of Capital Contributions. No Member shall be entitled to interest on the Member's Capital Contribution or Capital Account or to return of the Member's Capital Contribution, except as otherwise specifically provided for in this Agreement. 5.8 Company Assets Sole Source. The Members shall look solely to the Company's assets for the return of their Capital Contributions. If the Company property remaining after the payment or discharge of all of its debts and liabilities is insufficient to return the Members' Capital Contributions, they shall have no recourse therefore against the Company, any Manager or any other Members. 5.9 No Obligation to Restore Negative Capital Account Balance. Notwithstanding anything to the contrary in this Agreement, upon a liquidation within the meaning of Regulation Section l.704-l(b)(2)(ii)(g), if any Member has a negative Capital Account balance (after giving effect to all contributions, distributions, allocations and other Capital Account adjustments for all taxable years, including the year during which such liquidation occurs), such Member shall have no obligation to make any Capital Contribution to the Company, and the negative balance of such Member's Capital Account shall not be considered a debt owed by such Member to the Company or to any other person for any purpose whatsoever. 6. ALLOCATIONS OF NET PROFITS AND LOSSES. 6-1 Allocation of Net Profit or Loss. After giving effect to the special allocations set forth below, the Net Profit or Net Loss for each fiscal year of the Company shall be allocated among the Members in proportion to their respective Percentage Interests. 6.2 Limitation on Allocation of Net Loss. The Net Loss allocated to each Member for each Company fiscal year pursuant to the preceding paragraph shall not exceed the maximum amount of Net Loss that can be so allocated without causing such Member to have a Deficit Capital Account at the end of the fiscal year. All Net Losses in excess of the limitation set forth in the preceding sentence shall be allocated to the other Members, who do not have Deficit Capital Accounts, in proportion to their respective Percentage Interests. All losses in excess of the above limitations shall be allocated first to Members who bear the economic risk of loss for Company liabilities, in proportion to their respective Percentage Interests, then to all Members, in proportion to their respective Percentage Interests. !00286826-51 LiMnED LIABILITY COMPANY AGREEMENT PAGE4 • • 6.3 Allocation of Net Profit H Limitation on Allocation of Net Loss. If losses are allocated under Section 6.2, then the profits of the Company shall be allocated to the Members in the reverse order that losses were allocated under Section 6.2 until the amount of profits allocated (reduced by any profits previously allocated pursuant to this paragraph) equals in the aggregate the amount of losses previously allocated under Section 6.2. 6.4 Definitions. ''Net Profit or Net Loss" is the income, gains, losses, and deductions of the Company determined in accordance with accounting principles consistently applied from year to year employed under the method of accounting adopted by the Company and as reported separately or in the aggregate, as appropriate, on the tax return of the Company filed for federal income tax purposes. "Deficit Capital Account" is, with respect to any Member, the deficit balance, if any, in such Member's Capital Account as of the end of the taxable year 6.5 Other Allocation Rules. 6.5.1 General. Except as otherwise provided in this Agreement, all items of Company income, gain, loss, deduction, and any other allocations not otherwise provided for shall be divided among the Members in the same proportions as they share Net Profits or Net Losses, as the case may be, for the year. 6.S.2 Allocation of Recapture Items. In making any allocation among the Members of income or gain from the sale or other disposition of a Company asset, the ordinary income portion, if any, of such income and gain resulting from the recapture of cost recovery or other deductions shall be allocated among those Members who were previously allocated (or whose predecessors-in-interest were previously allocated) the cost recovery deductions or other deductions resulting in the recapture items, in proportion to the amount of such cost recovery deductions or other deductions previously allocated to them. 6.5.3 Allocations in Connection with Varying Interests. If, during a Company fiscal year, there is (i) a permitted transfer of a Member's Percentage Interest or (ii) the admission of a Member, then Net Profit, Net Loss, each item thereof, and all other tax items of the Company for such period shall be divided and allocated among the Members by taking into account their varying interests during such fiscal year in accordance with Code Section 706(d) and using any permitted conventions selected by the Company. 6.5.4 Gain or Loss for Contributed Property. Gain or loss with respect to property contributed to the Company by a Member shall be allocated to the contributing Member so as to take into account any variation between the basis of the property so contributed and its fair market value at the time of contribution, in accordance with any applicable United States tax Jaws and regulations. 6.5.S Items Specially Allocated. Any items that are separately allocated pursuant to this section shall not be taken into account in computing Net Profit or Net Loss. 6.6 Special Allocations; Substantial Economic Effect. The provisions of this section and all of this {00286826-51 LIMITED LIABllITY COMPANY AGREEMENT PAGES • • Agreement are intended to have "substantial economic effect" and shall be interpreted in a manner consistent with the requirements of the Code and Treasury Regulations. 6.6.1 Qualified Income Offset. If any Member unexpectedly receives any adjustments, allocation or distributions described in clauses (4), (5) or (6) of Regulations Section l.704-l(b)(2)(ii)(d), items of Company income and gain shall be specially allocated to such Member in an amount and manner sufficient to eliminate the Deficit Capital Account created by such adjustments, allocations or distributions as quickly as possible. This Section 6.6.1 is intended to constitute a "qualified income offset" within the meaning of Regulations Section l.704-l(b)(2)(ii)(d)(3). 6.6.2 Minimum Gain Chargeback. If there is a net decrease in Company minimum gain during a tax year, each Member will be allocated, before any other allocation under this Section 6, items of income and gain for such tax year (and if necessary, subsequent years) in proportion to and to the extent of an amount equal to such Member's share of the net decrease in Company minimum gain determined in accordance with Regulations Section l.704-2(g)(2). This Section 6.6.2 is intended to comply with, and shall be interpreted consistently with, the "minimum gain chargeback" provisions of Regulations Section l.704-2(f). 7. DISTRIBUTIONS. 7 .1 Distribution of Cash. Distributions of cash, other than distributions in liquidation of the Company, shall be made to the Members in accordance with their Percentage Interests. 7.2 Distribution of Cash Upon Liquidation. Upon liquidation of the Company, distribution of cash shall be made as provided in Section 12. 7.3 Distribution of Non-Cash Assets. Non-cash assets, if any, shall be distributed in a manner that reflects how cash proceeds from the sale of such assets for fair market value would have been distributed ( after any unrealized gain or loss attributable to such non-cash assets has been allocated among the Members). 7.4 Limitation on Distributions. No distribution shall be declared and paid to the extent that, after the distribution is made (i) the Company would not be able to pay its debts as they became due in the usual course of business, or (ii) the assets of the Company are not in excess of all liabilities of the Company, except liabilities to Members on account of their Capital Contributions. 7.5 Withholding; Amounts Withheld Treated as Distributions. The Company is authorized to withhold from distributions, or with respect to allocations or payments to Members, and to pay over to the appropriate federal, state or local governmental authority, any amounts required to be withheld pursuant to the Code or provisions of applicable federal, state or local law. All amounts withheld pursuant to the preceding sentence in connection with any payment, distribution or allocation to any Member shall be treated as amounts distributed to the affected Member for all purposes of this Agreement. (00286826-SJ LIMITED LIABILITY COMPANY AGREEMENT PAGE6 • • 8. VOTING, MEMBER DECISIONS AND MEETINGS. 8.1 Voting Rights. In any decision to be made by the Members of the Company, each Member shall have one vote ( or fraction thereof) for each one percentage point ( or fraction thereof) owned by such Member of the Percentage Interests of the Company. 8.2 Regular Decision. A decision on which the Members are entitled to vote shall be carried at a meeting of the Members by the affirmative vote of Members holding a simple majority of the Percentage Interests then held by the Members unless a higher percentage requirement is provided for in this Agreement (a "Regular Decision"). 8.3 Major Decision. A Major Decision of Members, when called for in this Agreement, shall be carried at a meeting of the Members by the affirmative vote of Members holding sixty percent ( 60%) of the Percentage Interests then held by the Members (a "Major Decision"). 8.4 Meeting Of Members. 8.4.1 Meetings. Meetings of the Members, for any purpose or purposes, may be called by the Manager (or any one Manager if there is more than one) or by Members holding at least fifteen percent (15%) of the Percentage Interests then held by the Members. The Company is not required to hold annual meetings of Members. Meetings of the Members may be held in person or by conference call or by any combination thereof. 8.4.2 Notice of Meetings. Written notice stating the place and/or conference call number, day and hour of a meeting, and the purpose or purposes for which a meeting is called, shall be delivered not less than five (5) nor more than twenty (20) days before the date of the meeting, either personally or by mail, by or at the direction of the Members or Manager calling the meeting, to each Member entitled to vote at such meeting. If mailed, written notice shall be deemed effective when mailed, if mailed first class postage prepaid addressed to a Member at the Member's address shown on the records of the Company at least seven (7) days before the meeting. 8.4.3 Place of Meetings. Any place, either within or outside the State of Washington, may be designated as the place for any meeting of Members; provided that all such meetings shall be held within King County, Washington, unless a different location is selected by a Regular Decision. If no designation is made, the place of meeting shall be the principal office of the Company. 8.4.4 Quorum. A majority of the Percentage Interests then held by the Members represented in person, telephonically or by proxy shall constitute a quorum at any meeting of Members. In the absence of a quorum at any such meeting, a majority of the Percentage Interests held by Members so represented may adjourn the meeting from time to time for a period not to exceed sixty (60) days without further notice. However, if the adjournment is for more than sixty (60) days, or if after the adjournment, a new date is fixed for the adjourned meeting, a notice of the adjourned meeting shall be given to each Member of record entitled to vote at the meeting. At such adjourned meeting at which a quorum shall be present or represented, any business may be transacted which might have been transacted 100286826·5] LIMITED LIABILITY COMPANY AGREEMENT PAGE? • • at the meeting as originally noticed. The Members present at a duly organized meeting may continue to transact business until adjournment, notwithstanding the withdrawal during such meeting of the Percentage Interests whose absence would cause less than a quorum. 8.4.5 Proxies. At all meetings of Members a Member may vote in person, telephonically or by proxy executed in writing by the Member. Such proxy shall be filed with the Manager before or at the time of the meeting. No proxy shall be valid after eleven (11) months from the date of its execution, unless otherwise provided in the proxy. 8.4.6 Action by Members Without a Meeting. Action required or permitted to he taken at a meeting of Members may be taken without a meeting if the action is evidenced by one or more written consents describing the action taken, signed by Members (in person or by proxy), holding the requisite percent of the Percentage Interests held by the Members to take such action under the terms of this Agreement (for example, two-thirds of the Percentage Interests held by the Members to take action on a Major Decision). The record date for determining Members entitled to vote shall be the date the first Member signs a consent. Action taken by consent is effective when consents representing the requisite percent of the Percentage Interests held by the Members are in the possession of the Company, unless the consent specifies a later effective date. Such consent shall have the same force and effect as a vote at a meeting of Members and may be described as such in any amendment to the Certificate of Formation or other document filed with the Secretary of State of the State of Washington. 8.4.7 Waiver of Notice. When any notice is required to be given to a Member, a waiver thereof in writing signed by the Member entitled to such notice, whether before, at, or after the time stated therein, shall be equivalent to the giving of such notice. The attendance of a Member at a meeting shall also constitute a waiver of notice of such meeting, except when a Member attends a meeting for the express purpose of objecting to the transaction of any business because the meeting is not lawfully called or convened. 8.4.8 Record Date. For the purpose of determining Members entitled to notice of or to vote at any meeting, the date on which the notice of meeting is mailed, shall be the record date for such determination. When a determination of Members entitled to vote at any meeting of Members has been made as provided in this paragraph, such determination shall apply to any adjournment thereof. 9. MANAGEMENT, INDEMNIFICATION AND ACCOUNTING MATTERS. 9.1 Management By Manager. The business and affairs of the Company shall be managed by two Managers, who need not be Members. The Members hereby appoint Paul N. Joos and Desnee Joos as the initial Managers of the Company who by executing this Agreement accept such appointment and shall serve until their successors are elected and qualified. If either Paul N. Joos or Desnee Joos resign or are otherwise unable to serve as Manager, then the other shall serve as the sole Manager. If both Paul N. Joos and Desnee Joos resign or are otherwise unable to serve as Manager, then there shall again be two Managers. So long as Paul N. Joos and Desnee Joos are the Managers, the signature of a single Manager shall bind the Company in the same manner as the signature of both Managers. If Paul N. Joos and Des nee Joos are not the Managers, then the signature of both Managers (if there are two Managers) (00286826-5) LIMITED LIABil.ITY COMPANY AGREEMENT PAGE8 • • shall be required to bind the Company unless a single Manager has been expressly authorized in writing to act on behalf of the Company without the signature of the other Manager. Only the Managers and agents of the Company authorized by the Managers shall have the authority to bind the Company. No Member who is not either a Manager or otherwise authorized as an agent shall take any action to bind the Company, and each Member shall indemnify the Company for any costs or damages incurred by the Company as a result of the unauthorized action of such Member. References in this Agreement to "Manager" shall be deemed to include a reference to ''Managers" during such times as there is more than one Manager of the Company and visa versa during such times as there is only one Manager of the Company. Subject to the other provisions of this Agreement and without limiting the authority granted to the Managers in this Agreement, the Managers are authorized, on behalf of the Company, to: 9.1.1 Acquire, develop into a "pad ready" site, manage, and operate the Property; 9.1.2 Borrow funds to purchase and develop the Property into a ''pad ready" site, in an amount not to exceed two million five hundred thousand dollars ($2,500,000) in the aggregate, including a construction loan and refinance of the construction loan with "permanent" financing; 9.1.3 Borrow additional funds to construct buildings on the Property in accordance with a development plan to be determined; 9.1.4 Open bank accounts in the name of the Company, and the Managers shall be the sole signatories thereon, unless the Managers determine otherwise; 9.1.5 List the Property for sale; 9.1.6 Sell the Property; 9.1.7 Execute (on the condition that any required decision of the Members has been made properly under this Agreement) instruments and documents, including without limitation, checks, drafts, notes and other negotiable instruments, mortgages or deeds of trust, security agreements, financing statements, documents providing for the acquisition, mortgage or disposition of the Company's property, assignments, bills of sale, leases, partnership agreements, operating agreements of other limited liability companies, property management agreements, construction and architect contracts and any other instruments or documents necessary, in the opinion of the Manager, to carry out the business of the Company; and 9.1.8 Do and perform all other acts as may be necessary or appropriate to the conduct of the Company's business. 9.2 Significant Transaction. The Manager shall have no authority to do any of the following ("Significant Transactions") without approval by a Major Decision of the Members: 9.2.1 Engage the Company in any endeavor or business other than the Property; {00286826-5) LIMITED LIABD..ITY COMPANY AGREEMENT PAGE9 • • 9.2.2 Borrow any funds on behalf of the Company ( other than trade payables incurred in the ordinary course of business); 9.2.3 Loan funds of the Company to any person; 9.2.4 Call for any additional Capital Contributions from the Members in excess of those provided for under Section 5.5; Without the unanimous consent of the Members, the Manager shall not have the authority to: 9.2.5 Do any act in contravention of this Agreement, as amended from time to time; 9.2.6 Do any act which would make it impossible to carry on the ordinary business of the Company, except as otherwise provided in this Agreement; 9.2.7 Confess a judgment against the Company or enter into any agreement in settlement of any proceeding by or against the Company; 9.2.8 Permit the possession of Company property, or assign rights in specific Company property for other than Company purposes; 9.2.9 Transfer, hypothecate, compromise, or release any Company claim in excess of Fifty Thousand Dollars ($50,000), except on payment in full; 9.2.10 Make any distribution of cash or other property to the Members, other than as provided in Section 7; 9.2.11 Loan Company funds or assets to any Member or Manager. 9.3 Term, Removal and Replacement of Manager. The Manager shall serve until the earlier of the Manager's resignation or removal. Any Manager may be removed by Major Decision without cause. A replacement Manager shall be selected by a Regular Decision of the Members. 9.4 Compensation of Manager. The Manager shall not be entitled to any management fee. The Manager shall be entitled to reimbursement by the Company of any out-of-pocket expenses incurred by the Manager in the course of performance of the Manager's duties. 9.5 Manager's Standard of Care. The Manager shall be required to devote only such time and effort to the business and internal affairs of the Company as the Manager determines, in its business judgment, may be reasonably necessary to manage and operate the Company. A Manager's duty of care in the discharge of the Manager's duties to the Company and the other Members is limited to refraining from engaging in grossly negligent or reckless conduct, intentional misconduct, or a knowing violation of law. In discharging its duties, a Manager shall be fully protected in relying in good faith upon the records required to be maintained under this Agreement and upon such information, opinions, reports or statements by any of the Members, or agents, or by any other person, as to matters the Manager reasonably believes are within such other person's professional or expert competence and who has been selected with reasonable care by or 100286826-5} LiMrrED LIABil.ITY COMPANY AGREEMENT PAGE 10 • • on behalf of the Company, including infonnation, opinions, reports or statements as to the value and amount of the assets, liabilities, profits or losses of the Company or any other facts pertinent to the existence and amount of assets from which distributions to Members might properly be paid. 9.6 Indemnification of Manager. The Company shall indemnify and hold hannless the Manager against any liability, loss, damage, cost or expense incurred by the Manager on behalf of the Company or in furtherance of the Company's interests, except where the Manager has engaged in fraud, misconduct, bad faith or gross negligence. However, no Member or other Manager shall have any personal liability for the satisfaction of any required indemnification of the Manager. Any indemnification required to be made by the Company shall be made promptly following the fixing of the liability, loss, damage, cost or expense incurred or suffered by a final judgment or any court settlement, agreement or otherwise. In addition, the Company may advance funds to a Manager claiming indemnification under this Section for legal expenses and other costs incurred as a result of a legal action brought against the Manager if (i) the legal action relates to the perfonnance of duties or services by the Manager on behalf of the Company, (ii) the legal action is initiated by a party other than a Member, and (iii) the Manager undertakes to repay the advanced funds to the Company if it is determined that the Manager is not entitled to indemnification pursuant to the terms of this Agreement. 9.7 Accounting Period. The Company's accounting period shall be the calendar year. 9.8 Records, Audits and Reports. The Company shall maintain records and accounts of all operations and expenditures of the Company. At a minimum the Company shall keep at its principal place of business the following records: 9.8.1 A list setting forth the full name and last known mailing address of each current and past Member; 9.8.2 A copy of the Certificate of Fonnation and all amendments thereto; 9.8.3 A copy of this Agreement and all amendments hereto; 9.8.4 A copy of the Company's federal, state, and local tax returns and reports, if any, for the three most recent years; and 9.8.5 A copy of the Company's financial statements for the three most recent years. 9.9 Manager's Reports. The Manager shall send at Company expense to each Member, within seventy-five (75) days after the end of each fiscal year of the Company, such infonnation as shall be necessary for the preparation by such Member of such Member's federal income tax return which shall include a computation of the distributions to such Member and the allocation to such Member of net income or net loss as the case may be. {00286826-5} LIMITED LIABILITY COMPANY AGREEMENT PAGE 11 • • 10. TRANSFERABil.ITY. 10.1 General. Except as otherwise expressly provided in this Agreement, no Member shall have the right to: 10.1.1 sell, assign, transfer, exchange or otherwise transfer for consideration, (collectively, "Sell" or "Sale"), 10.1.2 gift, bequeath or otherwise transfer for no consideration whether or not by operation of law (collectively "Gift"), all or any part of its Percentage Interest. Each Member hereby acknowledges the reasonableness of the restrictions on Sale and Gift of Percentage Interests imposed by this Agreement. Accordingly, the restrictions on Sale and Gift contained herein shall be specifically enforceable. No attempted Sale or Gift of any Percentage Interest not in accordance with the terms of this Section 10 shall be valid or reflected on the Company's books. Furthermore, any Sale or Gift of an interest in any entity (such as a partnership, limited liability company, or corporation) which is a Member, that would violate the restrictions in this Agreement if the Sale or Gift was a Sale or Gift of a Percentage Interest, shall be treated as a Sale or Gift of that portion of the Percentage Interest owned by such Member corresponding to the portion of the interest in the Member that is the subject of the Sale or Gift and the amount of consideration allocable to such portion of the Member's Percentage Interest shall be determined by the Manager. 10.2 First Refusal Rights on Proposed Sale. 10.2.1 Notice. A Member ("Selling Member") desiring to Sell all or any portion of its Percentage Interest ("Interest") to a third party purchaser shall obtain from such third party purchaser a bona fide written offer to purchase such Interest, stating the terms and conditions upon which the purchase is to be made and the cash consideration offered therefor. Such Selling Member shall give written notice to the Company and the remaining Members of its intention to so transfer such Interest. Such notice shall set forth the complete terms of the written offer to purchase and the name and address of the proposed third party purchaser. The notice must contain all the material terms relating to the purchase and sale, the consideration must be entirely monetary and the offer must require that the transferee be bound by all the terms and conditions of this Agreement and that the purchase and sale is contingent upon approval of the Company's lenders, if such approval is required by the terms of loan documents. 10.2.2 Purchase Procedures. Each purchase of futerests from the Selling Member by the Company or the remaining Members pursuant to this section shall be made in accordance with the following terms and conditions: 10.2.2.1 First Option to Company. The Company, by a Regular Decision, shall have the first right to purchase all or part of the futerests proposed to be sold by the Selling Member at the price and on the terms set forth in the offer, by mailing notice to the Selling Member and the {00286826-5} LIMITED LiABlllTY COMPANY AGREEMENT PAGEl2 • • remaining Members within thirty (30) days after receipt of such notice, stating that the Company agrees to purchase all or part of the Interests proposed to be sold by the Selling Member. 10.2.2.2 Second Option to Members. If the Company does not exercise its first right to purchase all or any part of the Interests proposed to be sold by the Selling Member, the remaining Members shall have the option to purchase all or any part of the Interests that the Company elected not to purchase, at the same price and on the same terms such Interests could have been purchased by the Company. The remaining Members may exercise this right to purchase by giving the other Members and the Company written notice, within twenty (20) days after the Company's right to purchase has terminated, specifying the number of Interests that each Member elects to purchase. The failure of a remaining Member to so notify the other Members and the Company of its desire to exercise its right to purchase within said twenty (20) day period shall result in the termination of such Member's option rights. 10.2.2.2.1 Within ten (10) days after expiration of the twenty (20) day period specified in the preceding paragraph, the Company shall notify those Members electing to purchase of any Interests that the other Members did not elect to purchase. Those Members exercising their purchase rights shall then notify the Company and the other purchasing Members whether they elect to purchase such remaining Interests, which shall be allocated pro rata or allocated in such other manner as the purchasing Members shall agree. If no such notification is received by the Company from such Members in accordance with this paragraph, no Member shall have any further refusal rights. 10.2.2.2.2 If remaining Members have elected to purchase all of the Interests offered by the Selling Member, the Selling Member shall sell such Interests upon the same terms and conditions specified in the notice required and the purchasing Members shall have the right to close the purchase under the terms of their agreement or within thirty (30) days after receipt of notification from the Company that such Members have elected to purchase the Selling Member's Interests, whichever is longer. 10.2.3 Sale to Third Party. If the Company and the remaining Members collectively fail to elect to purchase all of the Interests proposed to be sold by the Selling Member in the manner set forth above, then the Selling Member shall have the right to sell all, but not less than all, of the Interests proposed to be sold on the terms and conditions set forth in such bona fide offer, provided that such sale shall be consummated and the Interests transferred to the offeror within ninety (90) days following the termination of the other Members' rights to purchase. Such transferred Interests shall continue to be subject to the terms of this Agreement and the transferee shall sign a counterpart of this Agreement prior to their transfer. However, if such sale is not completed within ninety (90) days following expiration of the other Members' refusal rights, then the Selling Member shall not be entitled to complete the sale to such third party purchaser and the Selling Member's Interests shall continue to be subject to the rights of first refusal set forth in this section with respect to any proposed subsequent transfer. Notwithstanding the foregoing, unless all the other Members unanimously consent in advance in writing, no Member may sell any of its Percentage Interest on or before December 31 2014. 10.3 Gift to Family. A Member may Gift all or any portion of its Percentage Interest without !00286826-5} LIMITED LIABILITY COMPANY AGREEMENT PAGE13 • • regard to First Refusal Rights set forth above, provided, that the donee complies with the conditions for recognizing a Sale or Gift set forth in Section 10.4 below, and further provided that the donee is either such Member's spouse, former spouse, or lineal ancestor or descendant (including adopted children and stepchildren) (''Family Member"). A partnership, limited liability company, trust or other entity owned solely by or for the benefit of Family Members shall be deemed to also be a Family Member. Upon compliance with the conditions set forth in Section 10.4 below, such Family Member shall be admitted automatically as a substitute Member, without any requirement of consent from the other Members, and Section 10.5 shall not apply. In the event of the Gift of all or any portion of a Member's Percentage Interest to one or more Family Members who are under eighteen (18) years of age, one or more trusts shall be established to hold the gifted interest(s) for the benefit of such Family Members until the Family Members reach the age of at least eighteen (18) years. Notwithstanding the foregoing, unless all the other Members unanimously consent in advance in writing or unless the Gift is by operation of law due to death, no Member may Gift any of its Percentage Interest on or before December 31 2014. 10.4 Conditions for Recognizing Sale or Gift. 10.4.1 Upon the Sale or Gift of a Percentage Interest, and as a condition to recognizing the effectiveness and binding nature of any Sale or Gift, the Company shall require the transferring Member and the proposed purchaser, donee or successor-in-interest, as the case may be to complete, execute, acknowledge and deliver to the Company an IRS Form W-9 for the transferee and such other instruments of transfer, assignment and assumption and such other agreements and to perform all such other acts that the Company may deem necessary or desirable to: 10.4.1.1 confirm that the proposed purchaser, donee, or successor-in-interest, has accepted, assumed and agreed to be subject to and bound by all of the terms, obligations and conditions of this Agreement, regardless of whether such person becomes a Member of the Company, by executing the Consent to Be Bound by Limited Liability Company Agreement in the form attached hereto as ExhibitD; 10.4.1.2 maintain the status of the Company as a partnership for federal income tax purposes; and 10.4.1.3 assure compliance with any applicable state and Federal laws, including securities laws and regulations. 10.4.2 Any Sale or Gift of a Percentage Interest in compliance with this section shall be effective on such date that the transferor and the transferee both comply with the above conditions for recognizing a Sale or Gift. The transferring Member hereby indemnifies the Company against any and all loss, damage, or expense (including, without limitation, tax liabilities or loss of tax benefits) arising directly or indirectly as a result of any transfer or purported transfer in violation of this section. (002l!6B26-5J LIMITED LIABILITY COMPANY AGREEMENT PAGEl4 • • 10.5 Transferee Not Member in Absence of Consent. 10.5.1 Consent of Members. Notwithstanding anything to the contrary in this section, if the Sale or Gift of a Member's Percentage Interest to a transferee or donee who is not either a Family Member, as provided in Section l 0.3 above, or a Member immediately prior to the Sale or Gift is not approved in writing by seventy five percent (75%) of the Percentage Interests then held by the non- transferring Members, in their sole discretion, then the proposed transferee or donee shall have no right to participate in the management of the business and affairs of the Company or to become a Member. If the transferee of a Percentage Interest is a trust, limited liability company, or similar entity and the trustee, manager or similar controlling person was a Member immediately prior to the transfer, then such trustee, manager or similar controlling person (so long as he or she continues in that capacity) may exercise the rights of a Member on behalf of the trust, limited liability company, or similar entity without any approval by the non-transferring Members. 10.5.2 Rights of Unadmitted Economic Interest Owner. A person who acquires a Percentage Interest in the Company but is not admitted as a substitute Member shall be entitled only to the allocations and distributions with respect to such Percentage Interest in accordance with this Agreement. Such person shall have no right to any information or accounting of the affairs of the Company, shall not be entitled to inspect the books or records of the Company, and shall not have the right to vote or any other of the rights of a Member under the Act or this Agreement. Such person shall be required to make additional Capital Contributions approved by the Members in proportion to such person's Percentage Interest. 10.6 Encumber or Pledge. No Member may directly or indirectly encumber all or any part of its Percentage Interest in the Company without the prior written consent of seventy five percent (75%) of the Percentage Interests then held by the other Members. In the event that any Member, after obtaining the consent described above, pledges or otherwise encumbers any of its Percentage Interest in the Company as security for repayment of a liability, any such pledge or hypothecation shall be made pursuant to a pledge or hypothecation agreement that requires the pledgee or secured party to be bound by all the terms and conditions of this section. 11. RIGHTS AND OBLIGATIONS OF MEMBERS. 11.1 Inspection of Records. Upon reasonable request, each Member shall have the right to inspect and copy at such Member's expense, during ordinary business hours, the records require<i to be maintained by the Company pursuant to this Agreement or the Act. 11.2 Members' Rights to Participate in Management. Except as otherwise expressly provided to the contrary in this Agreement, the non-manager Members shall have no voice in, nor take any part in, nor interfere with, the conduct, control or management of the business of the Company in their capacity as Members, nor shall the non-manager Members have any authority or power to act for the Company, or to bind the Company in any respect whatsoever, but all such authority shall reside in the Manager(s). {00286826-5) LIMITED L!ABll.ITY COMPANY AGREEMENT PAGE 15 • • 12. DISSOLUTION. Notwithstanding any contrary provision of the Act, the Company shall continue and not dissolve as a result of an event of dissociation of any Member. In other words, the death, retirement, resignation, expulsion, or bankruptcy of a Member or the occurrence of any other event of dissociation which otherwise terminates the continued membership of a Member in the Company under RCW 25.15.130 shall not result in the dissolution of the Company. The Company shall, however, be dissolved upon (i) the sale or other disposition of all or substantially all of the assets of the Company or (ii) the written agreement of the Members by a Regular Decision. Upon dissolution, the Managers shall immediately proceed to wind up the affairs of the Company. The Managers shall sell or otherwise liquidate all of the Company's assets as promptly as practicable and shall apply the proceeds of such sale and the remaining Company assets in the following order of priority: 12.1. Payment of creditors, including Members and Managers who are creditors, in satisfaction of liabilities of the Company, other than liabilities for distributions to Members; 12.2. Establishment of reserves that the Managers deem reasonably necessary for contingent or unforeseen obligations of the Company and, at the expiration of such period as the Managers shall deem advisable, the balance then remaining in the manner provided in Section 12.3 below; 12.3. By the end of the taxable year in which the liquidation occurs (or, if later, within ninety (90) days after the date of such liquidation), to the Members the remaining positive balances of their respective Capital Accounts in proportion to such Capital Account balances, as determined after taking into account all Capital Account adjustments for the taxable year during which the liquidation occurs; and 12.4. Finally, any remaining amounts shall be distributed to Members in proportion to their Percentage Interests, except that amounts otherwise distributable hereunder to any Member with a negative Capital Account shall first be allocated to the other Members without negative Capital Accounts in an amount equal to such negative balance, and distributed among such Members pro rata in accordance with their respective positive balances of their Capital Accounts, until reduced to zero. The Manager shall be authorized to execute and file with the Secretary of State, on behalf of the Company, a certificate of dissolution in accordance with RCW 25.15.273. After the filing of the certificate of dissolution, the Manager shall also be authorized to dispose of known claims against the Company in accordance with RCW 25.15.298. Upon filing of the certificate of dissolution, the existence of the Company shall cease, except as otherwise provided in the Act. 13. INDEPENDENT ACTMTIES OF MEMBERS AND MANAGERS. 13.1 Other Business Activity of a Member or Manager. This Agreement shall not preclude a Member, Manager or any affiliate of either, from engaging, directly or indirectly, in any other business, including, but not limited to, any business which is similar to the business of the Company, or results in direct or indirect competition with the Company. Neither the Company nor any Member shall have any right to participate in any manner in the income earned by or accruing to a Member, Manager or any affiliate of either, from the conduct of any other business. {00286826-51 LIMITED LIABILITY COMPANY AGREEMENT PAGE 16 • • 13.2 Business Activity With a Member or Manager. This Agreement shall not preclude the Company from engaging a Member, Manager or any affiliate of either, to perform services for the Company, so long as the compensation paid for the services is reasonably commensurate with that charged by outside third parties for similar services. This Agreement shall not prevent any Member, Manager or any affiliate of either, from making secured or unsecured loans to the Company. 14. POWER OF ATIORNEY. To facilitate the simple operation of the Company's business and to avoid frustration of the purposes of the Company by minority Members refusing to cooperate to enforce this Agreement, each Member names the Manager as the Member's attorney-in-fact, and gives the Manager ( on the condition that any required decision of the Members has been made properly under this Agreement) full power and authority, in the place of the Member, to file and record: (1) any amendment to the Certificate of Formation of the Company, (2) any documents of any kind required by any state in which the Company is doing business, (3) any other documents deemed advisable by the Manager, (4) any documents required to continue the Company, admit additional or substituted Members, or dissolve or terminate the Company or any interest in it, (5) any documents required to obtain or settle any loan, and (6) any documents which may be required to transfer any Company assets. The power of attorney granted under this Section: (I) is a power coupled with an interest; (2) is irrevocable and survives the Member's incompetency; (3) may be exercised by any Manager by a facsimile signature or by listing all of the Members executing the instrument with a signature of the Manager as the attorney-in-fact for all of them; and (4) survives the assignment of the Member's interest, and empowers the Manager to act to the same extent for such successor Member. 15. AMENDMENTS. 15.1 By Members. This Agreement may be amended by a Major Decision of the Members, provided that in no event may an amendment affect allocations of profits or losses, the distribution of cash flow, the Capital Account or rights on dissolution of a Member, or materially alter the economic benefits of this Agreement to a Member, except upon the written agreement of all of the affected Members. 15.2 Amendment by Manager. In addition to any amendments otherwise authorized herein, this Agreement may be amended from time to time by the Manager without the consent of any of the Members (i) to add to the duties or obligations of the Manager or surrender any right or power granted to the Manager herein; (ii) to cure any ambiguity, correct or supplement any provision herein which may be inconsistent with any other provision herein, or correct any printing, stenographic or clerical errors or omissions, in order that this Agreement shall accurately reflect the agreement among the Members hereto, and (iii) to amend this Agreement to provide the necessary information regarding any new Manager, substituted Members or additional Members. 16. REPRESENTATIONS AND WARRANTIES. 16.1 Representations and Warranties. Each Member represents, covenants and warrants with the other Members that such Member: {00286826-5) LIMITED LIABILrIY COMPANY AGREEMENT PAGE17 ------------------------------------- • • 16.1.1 Has full right, power, and authority to execute and deliver this Agreement; 16.1.2 Has taken all action necessary to constitute this Agreement as such Member's valid and binding obligation enforceable in accordance with its terms; 16.1.3 Is not subject to any restriction or agreement which prohibits or would be violated by the execution and delivery hereof or the consummation of the transactions contemplated herein or pursuant to which the consent of any third person, firm, or corporation is required in order to give effect to the transactions contemplated herein; and 16.1.4 Shall take all such other action as shall enable them to remain a Member in the Company and perform their obligations hereunder. 16.2 Investment Representations. Each Member hereby confirms the interest in the Company has been acquired for such Member's own account, for investment and not with a view to the resale or distribution thereof and may not be offered or sold to anyone unless there is an effective registration or other qualification relating thereto under all applicable Securities Acts or unless such Member delivers to the Company an opinion of counsel, satisfactory to the Company, that such registration or other qualification is not required. 17. TAX MATTERS. 17.1 Designation as Tax Matters Partner. Joos Family lLC shall be the "Tax Matters Partner" of the Company for purposes of Code Section 6221 ~ and corresponding provisions of any state or local tax law. The Tax Matters Partner shall take such action as may be necessary to cause each of the Members to become a "notice partner" within the meaning of Code Section 6223. The Tax Matters Partner may not take any action contemplated by Code Sections 6223 through 6230 without the consent of the Members by a Regular Decision. 17.2 Expenses of Tax Matters Partner. The Company shall reimburse the Tax Matters Partner for all reasonable expenses, including legal and accounting fees, claims, liabilities, losses and damages incurred in connection with any administrative or judicial proceeding with respect to the tax liability of the Members attributable to the Company. The payment of all such expenses shall be made before any distributions are made to Members or any discretionary reserves are set aside by the Company. Neither the Tax Matters Partner nor any Member shall have any obli1i:ation to provide funds for such purpose. The provisions for exculpation in this Agreement shall be fully applicable to the Manager acting as Tax Matters Partner for the Company. 17.3 Tax Elections. No election shall be made to exclude the Company from the application of the provisions of Subchapter K of the Code or from any similar provisions of state tax laws. If a Percentage Interest is transferred, a Member dies, or Company assets are distributed to a Member, the Manager(s) may, in their sole discretion, cause the Company to elect to adjust the basis of the Company's assets for federal income tax purposes under Code Sections 734 and 754, as they may be amended from time to time. !00286826-5] LIMITED LIABIUTY COMPANY AGREEMENT PAGEl8 • • 18. MEDIATION AND ARBITRATION OF-DISPUTES. In the event that any disputes arise regarding the interpretation or enforcement of this Agreement, such disputes shall be resolved as follows: 18.1 The parties shall first attempt to resolve them by good faith negotiations. If any disputes cannot be resolved by direct negotiations within fifteen (15) days or such longer time as is mutually agreed by the parties, then the parties shall submit such disputes to mediation, which shall focus on the needs of all concerned parties and seek to solve problems cooperatively, with an emphasis on dialogue and accommodation. The goal of the mediation shall be to fairly resolve each dispute in a manner which preserves and enhances the parties' relationships. Any party desiring mediation may begin the process by giving the other party a written request to mediate which describes the issues involved and invites the other party to join in naming a mutually agreeable mediator and setting a timeframe for the mediation meeting. The parties and the mediator may adopt any procedural format that seems appropriate for the particular dispute. The contents of all discussions during the mediation shall be confidential and non- discoverable in subsequent arbitration or litigation, if any. If the parties can agree upon a mutually acceptable resolution to the disagreement, it shall be reduced to writing, signed by the parties, and the dispute shall be deemed resolved. The costs of mediation shall be divided equally among the parties to the dispute. 18.2 If any dispute cannot be resolved through mediation, or if any party refuses to mediate or to name a mutually acceptable mediator or establish a timeframe for mediation within a period of time that is reasonable considering the urgency of the disputed matter, or fails to agree to procedures for the mediation, then any party who desires dispute resolution shall seek binding arbitration as hereinafter provided. 18.3 All disputes among the parties arising out of or related to this Agreement which have not been settled by mediation shall be resolved by binding arbitration at Seattle, Washington. Within twenty · (20) days of receiving written demand for arbitration, the parties involved in the dispute shall attempt to reach agreement upon the selection of a qualified impartial arbitrator. If the parties cannot agree upon an arbitrator within twenty (20) days from the date written demand for arbitration is served, the party demanding arbitration may commence an action for the limited purpose of obtaining appointment of an arbitrator by the Presiding Judge of the Superior Court of the State of Washington for King County. Any arbitration shall be conducted in accordance with the rules of the American Arbitration Association then in effect, although the arbitration need not be conducted under the auspices of the Association. Any arbitration award may be enforced by judgment entered in the Superior Court of the State of Washington for King County. 19. LEGAL COUNSEL. This Agreement has been prepared by Montgomery Purdue Blankinship & Austin PU£ ("MPBA") at the request of Joos Family ll£ and the Managers Paul N. Joos and Desnee Joos (collectively "Joos"). MPBA represents Joos both in connection with the Company and other matters. MPBA will provide legal counsel to Joos as requested in the purchase, financing, development, leasing, management, and eventual sale of the Property, and any other legal matters deemed necessary by Joos. MPBA will represent the Company at the request of and as directed by the Managers Paul N. Joos and Desnee Joos in the Company's dealings with third parties such as the seller of the Property, lenders and tenants. Notwithstanding that MPBA does not represent any of the Members other than Joos Family {00286826-51 LIMITED LIABILITY COMPANY AGREEMENT PAGEl9 • • ILC, costs incurred by the Managers with respect to MPBA' s services in connection with the formation and operation of this Company and the acquisition, financing, development, leasing, management and sale of the Property, shall be an expense of the Company. MPBA DOES NOT REPRESENT NW M&M Holdings, ILC, Westar Holdings, ILC, Michael Chaffeur, Darci Chaffeur, Randall S. Goodwin or Sherri L Goodwin ("Non-Joos Members"). The Non-Joos Members each consent to MPBA's representation of only the interests of Joos with respect to this Agreement, the Company and the Property and all related matters, including without limitation in matters adverse to the Non-Joos Members, and .waive any conflict of interest with respect to such representation. The Non-Joos Members understand and agree that information acquired by MPBA in the course of MPBA' s representation of Joos is confidential and cannot be disclosed by MPBA without the consent of Joos. Joos' consent to such disclosure does not waive Joos' right to withhold Joos' consent to future disclosures. The Non-Joos Members are advised to seek independent legal counsel with regard to their participation in the Company. 20. MISCELLANEOUS. 20.1 Waiver. The failure of any party hereto to insist upon strict performance of any of the covenants and agreements herein contained, or to exercise any option or right herein conferred, in any one or more instances, shall not be construed to be a waiver or relinquishment of performance of any covenant or agreement, or of any such option or right, but the same shall be and remain in full force and effect. 20.2 Rights and Remedies Cumulative. The rights and remedies provided by this Agreement are cumulative and the use of any one right or remedy shall not preclude or waive the right to use any or all other remedies. These rights and remedies are given in addition to any other rights the parties may have by law, statute, ordinance or otherwise. 20.3 Severability. If any provision of this Agreement or the application thereof to any person or circumstance shall be invalid, illegal or unenforceable to any extent, the remainder of this Agreement and the application thereof shall not be affected, and shall be enforceable to the fullest extent permitted bylaw. 20.4 Heirs, Successors and Assigns. Each of the covenants, terms, provisions and agreements herein contained shall be binding upon and inure to the benefit of the parties hereto and, to the extent permitted by this Agreement, their respective heirs, legal representatives, successors and assigns. 20.5 Creditors/Third Parties. None of the provisions of this Agreement shall be deemed or construed to be for the benefit of or enforceable by any creditors of the Company or any persons other than the Members. 20.6 Governing Law. This Agreement shall be governed by the internal laws of the State of Washington. {00286826-5) LIMITED LIABll.ITY COMPANY AGREEMENT PAGE20 • • The undersigned hereby agree to act and accept their responsibilities as Managers under this Agreement as of April S, 2012: [MEMBER SIGNATURES ON FOUOWING PAGES] !00286826-4} LIMITED LIABILITY COMPANY AGREEMENT PAGE21 • • Cedar River Station LLC Agreement of Limited Liability Company Signature Page JOOS FAMILY LLC, a Washington limited liability company I 00286826-41 LIMITED UABD.JTY COMPANY AGREEMENT SIGNATURE PAGE • • Cedar River Station LLC Agreement of Limited Liability Company Signature Page NW M&M HOLDINGS, LLC, a Washington limited liability company By: ., 7 ~-, //-,; I </ {:,,/~ ,{/< ( .. /) ::;tr1d/V( ;')",._. 1-~~--·'r -·(~ I,. ·· Randall S. Goodwi~, ~1!.tt6 of The Randall S. and Sherri L. Goodwin Revocable Living Trust, Manager / i .-:_:;·/1d/1'; Dated: __ ._.'~' c~'',_1_,-_________ _ . II, iJ (J) . By: -=~·c_,··¥=.hn...._J;=(AJ ... )4 D,~/-"61l_,C=W)L..,=--- Sherri L. Good~ Trustee of The Randall S. and Sherri L. Goodwin Revocable Living Trust, Manager Dated: __ ..,,5:....·....:.IJ..fl>-'-·J../=Z..,__ ___ _ Randall S. Goodwin and Sherri L. Goodwin hereby personally, jointly and severally, irrevocably and unconditionally guarantee the timely perfonnance of all of the obligations of NW M&M Holdings, LLC under the terms of this Agreement: Randall S. Goodwin / / ..:T/; r:J//J Dated: __ -'~_,_--_<'.'.~"~· r_.··--------- {0<):!8ti826-.5 I LIMITED LJA8JUTY COMPANY AGREEMENT Dated: __ ;J_· f_,0,__·f_Z. ____ _ SIGNATURE PAGE • • Cedar River Station LLC Agreement of Limited Liability Company Signature Page WESTAR HOLDINGS, LLC, a Washington limited liability company Its: MENSSiL Dated: 5-Lt.o -zo l 'Z.. Dated: 5-U.,, -2D I 2. Michael Chaffeur and Darci Chaffeur hereby personally, jointly and severally, irrevocably and unconditionally guarantee the timely performance of all of the obligations of Westar Holdings, LLC under the terms of this Agreement: QI 4 A / (Jiarci Chaffeur Dated: _ _..5--'-'-"Ho.._-_,2,,,0""/uZ.=----- I 00286826-4 J LIMITED LIABIUTY COMPANY AGREEMENT SIGNATURE PAGE • • EXHIBIT A Members, Percentage Interests, and Initial Capital Contributions Name and Address PercentaRe Interest Initial Capital Contribution Joos Family U.C 60% $600,000 4057 Williams Avenue North Renton, Washinirton 98056 NW M&M Holdings, LLC 20% $200,000* 11290 SE 294th Street Auburn, Washim!ton 98092 Westar Holdin,p, LLC 20% $200,000* 13701 SE 253 Street Kent, Washinuton 98042 Total 100% $1,000,000 *In respect of in-kind contributions made pursuant to Section 5.3 of this Agreement (00286826-5} LIMITED LIABil.ITY COMPANY AGREEMENT Ex1mmA [00286826-5) • EXHIBITB Legal Description • LOTS 3 AND 4, TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT A, OF KING COUNfY SHORT PLAT NUMBER L99S3019, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 20010831900002, RECORDS OF KING COUNfY, WASHINGTON. AN EASEMENT FOR THE RIGHT TO DRAIN STORM OR SURFACE WATER FROM SAID PREMISES ONTO THE NORTHERLY ADJOINING PROPERTY, AS RESERVED IN DEED RECORDED UNDER KING COUNfY RECORDING NO. 8804140316. LIMITED LIABILITY COMPANY AGREEMENT EXIIIBITB {00286826-51 • • EXHIBITC Eagle Creek Expenses Eo::le Cr .. k Land ,'t ll••dol)meut, J,I.C Cedar River Station ordinary lncatnel&.pamo , ...... Aft Tnnt111o1iana 460DD • MIHellauout lnoome 45005 • erttt.tt Rnrer station [)apo&ft Tata.140000 • Ml9allaneoua Income lolaJ-Coslof--SG.QOO • Cci,t of Gaods Bold -l:'.ngtn&Dring f4WID:ent Rental Goukn:t, Land6e11pl ng ''"'" .. SabdMalon Punnlta • Othltl' Total r,e,mlt:&, Ptertmlnary Plat FoDlli -aJ-Cngltdlit1'1ng Total Prat'anional Fna PrOporti, ...... Traffic II Btreel Ug:tn Rariaw UtBltloa a....,. Watar Tota.I Utllltlmi W•ti.lt1d11 T oW saomi , c.ost or Botrd5 Suki Total COGS 010Cl$Pmfft .......... ,;;oono; • Mvr~rna 0050 • tt,nb 5&f\tfoe Charges !lfftlO • Licnl-it11d N-1inlt&- 6.i!<l30 • Ulnn lllltl r-a:1f!l1:Ji0n Fe«a 6',f;o • PayroO &.IJClmw:1 62140 • Pootage and Cloli11ory lrl160 • Println11 and RPpmdlnfim 621"10 • Pfahls9ianal Fues um . A,c:1;0L111Ui1u &2ffl • l.ugill Fm:l:l Tend lt217t) • f'Nlfa11alon.1.I Flloll'!I 52290 • Travel & Ent aaas& , Meal, Jani, ts loJ>OC.00 -----· ?,o,::;.aJ &El.600.90 53,il<14.20 Si'i:l.:lO 1~.:m 2.S13.W f1f11i.!Mi 3,831'25 a,'30.:>G 725.:,0 a.,~~ IS, 126..45 1~lOD.:itl .4!lb.~D •1,4a2,:;o 8'10.00 fk0.00 ',&RD:X ----":re.:., ~rS1a..t!: {2 .. ".f,e13.~; &c.a.:ir bU.::t lill.::c f.fl,C::i)AlC Cl\ ~i:R.!I' 1.~e !l1.LI 4GU.UO ?.,642.37 .\C:t1 .... 1.' LIMITED LIABII.JTY COMPANY AGREEMENT ..... ExllIBrrC 100286826-51 12'.43 Pill 04125112 CCtsh Bmdr, • • Eagh: C'm:Ji. Lund & O....-IUl>IIICDf, U.(~ Cedar River Statlon Alf Tn.nBHtlORB Jan '1~ f5 TO!al lWH · Tmvol & Ent . ·1 atel t!Jl',Pe11Se Naf Ordlnary .blcmlm- Net lnco1ne 154.6~ 1u,111e.110 l:l76 "30 "") LIMITED LiABILlTY COMPANY AGREEMENT PSE9 2 EXHIBITC • EXHIBITD CONSENT TO BE BOUND BY LIMITED LIABILITY COMPANY AGREEMENT OF CEDAR RIVER STATION LLC In consideration of the issuance, sale, pledge, or other transfer to the undersigned of a Percentage Interest in Cedar River Station U..C, a Washington limited liability company, the undersigned hereby consents to and agrees to become a party to and be bound b'I the Limited Liability Company Agreement of Cedar River Station U..C dated as of April _6, 2012, as amended, receipt of a copy of which is hereby acknowledged, as fully as if he, she or it were one of its original parties, and the Percentage Interest owned by the undersigned shall be held in accordance with and restricted by the terms of such Agreement. By: Its: I 0028682641 LIMITED LIABILITY COMPANY AGREEMENT ExHIBITD • PLANNING DIVISION • WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS ······•••lliANtiliSE PEimitsuaiiiiittAt•••······ ) t~i$~Qiij~ij~(#$!• . Calculations , Drainage Report , e:,~%®~s:wawi~dUiili~%WJ~••·•••••·••••••••••················ Environmental Checklist • Existing Easements (Recorded Copy) • Floor Plans , AND• ~~~~P~fli®iR~A~IH~~~ I •. >···. G ~r~~imQ:ffii:li i?~t$11~~·{• Habitat Data Report 4 Legal Description• ~1~!:~f §µfrpµm~inri ifi\:ip~fuv @wm#r~+ : • n > Mailing Labels for Property Owners • M~ii:~f~xi~/irt{$ii~qpq~iil~fo~,; ?H••·n• , ....... · Master Application Form• MAn\im~fotCB~r~~\9~~,R~i mq@m~rt/ !I > · Neighborhood Detail Map 4 This requirement may be waived by: 1. Property Services Section 2. ~ ·'>lie Works Plan Review Section 3. . .,ding Section 4. Planning Section PROJECT NAME• (i;'}_,),./-1'.' k"tl-<:;RE€1EIW'£f)'t"/ DATE: /t! /17/122 JUN 2 0 20\4 CITY OF RENTON PLANNING DIVISION Q:\WEB\PW\DEVSERV\Forms\Planning\waiverofsubmittalreqs.x!s 02/08 • PLANNING DIVISION • WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Parking, Lot Coverage & Landscaping Analysis • Street Profiles 2 nt1e•Report•ot!Pi~t e¢ttifioate¥n•••••:• 1 ,graphy Map, Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1, Property Services Section · · · PROJECT NAME: LSP4tz' tl1v1::1<· (~'4J iT+i7-J;v 2 ~-1blic Works Plan Review Section 3. Jilding Section 4. Planning Section Q:\WEB\PW\DEVSERV\Forms\Planning\waiverofsubmittalreqs.xls ·0 11' 7/' ·? DATE: ____ _,_1-'='--lt:..:.....:.,,:_r.!..I~ . .>'------ 02/08 • • PREAPPLICATION MEETING FOR Cedar River Gas Station 15355 Maple Valley Highway PRE 13-000078 CITY OF RENTON Department of Community & Economic Development Planning Division February 7, 2013 Contact Information: Planner: Gerald Wasser, 425.430.7382 Public Works Plan Reviewer: Jan Illian, 425.430.7216 Fire Prevention Reviewer: Corey Thomas, 425.430. 7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulatipns are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economi~e~~b Administrator, Public Works Administrator and City Council). JUN 2 0 2014 CITY OF RENTON PIANNING DIVISION • • FIRE & EMERGENCY SERVICES DEPARTMENT MEMORANDUM DATE: February 7, 2013 TO: Gerald Wasser, Associate Planner FROM: Corey Thomas, Plan Review/Inspector SUBJECT: (Cedar River Gas Station) PREB-000078 1. The preliminary fire flow requirement is 2,500 gpm. Three fire hydrants are required. One fire hydrant is required within 150-feet of the proposed buildings and two hydrants are required within 300-feet. Existing hydrants can be counted toward the requirement as long as they meet current code including 5-inch storz fittings .. A water availability certificate is required from Cedar River Water and Sewer District. ' 2. The fire impact fees are applicable at the rate of $0.52 per square foot of building area. No fees charged for the pump island canopy. These fees are paid at time of building permit issuance. 3. An approved fire alarm system is required throughout the building. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting. Fire alarm system shall be fully addressable and full detection is required. 4. Separate plans and permits are required to be submitted to the Renton Fire Department for review and permitting for all underground flammable liquid storage tanks and tank monitoring systems. 5. Fire department apparatus access roadways are required to be minimum 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. 6. An electronic site plan is required to be submitted to the Renton Fire Department for pre-fire planning purposes prior to occupancy of the building. Page 1 of 1 • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM February S, 2013 Jerry Wasser, Planner Jan Illian,· Plan Review fJ2, Cedar River Fuel Station 1s2•• Ave SE and Maple Valley Hwy PRE13-000078 • NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or con.currence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water Water service will be provided by Cedar River Water and Sewer District. A water availability certificate will be required to be submitted with building permit applications. Sewer . Sewer service will be provided by Cedar River Water and Sewer District. A sewer availability certificate will be required to be submitted with building permit applications. Storm Drainage 1. There is a storm drainage conveyance system in 1s2°• Ave SE. 2. A drainage plan and drainage report will be required with the site plan application. The report shall comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapters 1 and 2. All core and any special requirements shall be contained in the report. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Site Condition. The drainage report will need to follow the area specific flow control requirements under Core Requirement #3. 3. A geotechnical report for the site is required. fnformation on the water table and soil permeability, with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the application. Cedar River Fuel Station-PRE 1.078 Page 2 of 2 February 5, 2013 • 4. Surface Water System Development fees of $.448 per square. foot of new impervious surface will apply. This is payable prior to issuance of the construction permit. 5. Applicant will be required to submit separate structural plans for review and approval under a building permit for a storm water vault. Special inspection from the building department is required. 6. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. 7. It is our understanding that the proposed mixed use development adjacent to the site will provide a drainage plan and drainage report for the entire site. Transportation/Street 1. Frontage improvements along SR-169 will be required and are subject to design review and approval by WSDOT. This may include, but is not limited to, right-in and right-out driveway(s), dedication of right- of-way for.future planned widening of SR-169 to accommodate six 12,foot lanes and 8-foot shoulders. If curbs are used, shoulder may be reduced to 4 feet. 2. New sidewalk and planter strip matching the improvements constructed across the street fronting the New Life Church will be required along the project side in 152°' Av SE. 3. Street lighting is required if not already in place. 3. Unless amended or terminated, Section 4 of the Developer Extension Agreement for Aqua Barn Ranch LLC. (Recording# 20070307000134) acknowledges that the City agrees that a sum equal to $252,799.50 be credited against the City of Renton's traffic mitigation fees. General Comments 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Professional Engineer. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, and an itemized cost of construction estimate, and application fee at the counter on the sixth floor. H:\CED\Planning\Current Planning\PREAPPS\13-000078.Jerry\Plan Review Comments PREB-000078.doc • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: February 7, 2013 TO: Pre-application File No. 13-000078 FROM: Gerald Wasser, Associate Planner SUBJECT: Cedar River Gas Station • General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or mad.e by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $100.00 plus tax, from the Finance Division on the first floor of City Hall or on line at www.rentonwa.gov Project Proposal The subject property is located at 15355 Maple Valley Highway (APN 2323059211) on the south side of Maple Valley Highway (SR 169) and east of 152"d Avenue SE. The project site is a 1.55 acre (67,454 square feet) parcel and is zoned Commercial Arterial (CA). The site is vacant and the applicant is proposing to develop a fuel station including underground storage tanks, a canopy with six double-sided pumps, a convenience store with a drive-through window, and an automatic \unnel carwash. Access to the site is proposed off of Maple Valley Highway. Current Use: The property is currently vacant. Zoning: The project site is zoned Commercial Arterial (CA) and located in the Commercial Corridor Land Use designation. The purpose of the Commercial Arterial Zone (CA) is to evolve from "strip commercial" linear business districts to business areas Cedar River Gas Station February 7, 2013 Page 2 of 6 • • characterized by enhanced site planning, incorporating efficient parking lot design, coordinated access, amenities and boulevard treatment. It should be noted that there is an existing development agreement for the subject property. This development agreement restricts some uses that are permitted within the CA zone and has prescriptive design regulations that the development shall comply with, in addition to vesting the subject site to CA development standards from January of 2007. A copy of this agreement is attached. Note that a land use application {LUA12-000193) has been filed for a proposed general retail development with drive-through windows on the abutting parcel to the west. The proposed project with a vehicle fueling .station and a convenience store with a drive-through window is permitted within the CA zone. The development agreement restricts uses on the subject site. In general, the development agreement does not permit more than four "drive-in/drive-through, retail" uses and no more than two free-standing drive-in/drive-through fast-food restaurant buildings, all fast-food shall have customer seating. Car washes are further restricted by the development agreement to operation hours between 7:00 a.m. and 9:00 p.m., and self-service car washes are not permitted. Please note that LUA12-000193 includes a Lot Line Adjustment request which would reduce the size of the subject site to 35,031 square feet. The submitted site plan uses such lot area and configuration. Development Standards: The project would be subject to RMC 4-2-120A, "Development Standards for Commercial Zoning Designations" effective at the time of complete application (noted as "CA standards" herein). The following standards are based on the City's 2004 development regulations, as this is the most applicable full set of standards available for staff's review. Minimum Lot Size. Width and Depth -There are no minimum requirements for lot size, width or depth within the CA zone. Lot Coverage -The CA zone allows a maximum building coverage of 65 percent, or 75 percent if parking is provided within a building or within an on-site parking garage. Surface parking is provided; therefore, the maximum building coverage for this project would be 65 percent. The applicant will be required at the time of formal land use application to provide a lot coverage analysis and calculations for the subject site. Setbacks -Setbacks are the distance between the building and the property line or any private access easement. Setback requirements in the CA zone are as follows: 10 feet minimum for the front yard but may be reduced to zero feet through the site plan review process provided blank walls are not located within the reduced setback. The side yard along a street setback is required to be a minimum of 10 feet. This setback may be reduced to zero through the Site Plan Review process. There are no minimum rear or side yard setbacks unless the project site is adjacent to residential zoned property. The project site abuts a Residential -14 dwelling units per acre (R-14) zoned Cedar River Gas Station February 7, 2013 Page 3 of 6 • • property to the south and Residential Manufacture Home (RMH) property to the east. Therefore, the buildings/structures on this site are subject to an increased setback of 15 feet along the south and east property line. The proposed side and rear yard setbacks comply with the CA zone standards. Gross Floor Area -There is no minimum requirement for gross floor area within the CA zone at this location. Building Height -The maximum building height allowed in the CA zone is SO feet. The applicant did not provide height information for the fueling station and, therefore, staff could not determine compliance with the CA height requirements for these structures. Screening -Screening must be provided for all surface-mounted and roof top utility and mechanical equipment. The application will need to include elevations and details for the proposed methods of screening. Refuse and Recycling Areas -Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards" (enclosed). In retail developments, a minimum of five square feet per every 1,000 square feet of building gross floor area shall be provided for recyclables deposit areas and a minimum of ten square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas. A total minimum area of 100 square feet shall be provided for recycling and refuse deposit areas. Furthermore, outdoor refuse and recyclables deposit areas and collection points shall not be located within fifty feet of any residential zone property. The applicant has not indicated where the refuse and recycling area would be located. The location and size of the refuse and recycling area would be verified at the time of formal land use application. Landscaping -Except for critical areas, all portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped. The development standards require that all pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet, except where reduced through the site plan development review process. Pursuant to the development agreement, a 15-foot wide landscape strip shall be required along all street frontages. Unimproved portions of abutting street right-of-way can be used in combination with abutting private property to meet the required 15-foot landscape strip width. The development agreement also stipulates that if the existing trees along the street frontage are not retained, then the 15-foot wide landscape strip shall include at a minimum, a 30-inch high berm and 2Yi-inch caliper Red Maples planted 25 feet on center. Cedar River Gas Station • February 7, 2013 Page 4 of 6 • A 15-foot wide landscaped visual barrier is required if the abutting and adjacent properties are zoned residential. A 10-foot sight-obscuring landscape strip may be allowed through the site plan development review process in addition to other landscape strip modifications as approved by the Administrator. The applicant would be required to provide a 15-foot wide landscape visual barrier along the north, south and east sides of the project site. As proposed the site plan does not comply with the minimum landscape width requirements along the east property line. Please refer to landscape regulations (RMC 4-4-070} for further general and specific landscape requirements (enclosed}. A conceptual landscape plan and landscape analysis meeting the requirements in RMC 4-8-120D.12, shall be submitted at the time of formal land use application and/or building permit. Fences :--Per the development agreement, a double-faced and stained 5-foot high wood fence shall be installed along any unfenced boundaries of the site that abut residential-zoned property. This fence shall provide openings for pedestrian access from the abutting residential properties. The number of openings to the south shall be limited to one. The location of the fence must be designated on the landscape plans submitted with the formal land use application . A fence detail should also be included on the plans as well. Parking -The parking ratios required of the project depends on the specific uses proposed. Parking calculations for commercial uses must be based on the net area of the building. A maximum of one parking space per 1,000 square feet of net floor area is required. Parking, Loading and Driveway Regulations can be found in RMC 4-4-080. Based on the 3,150 gross floor area indicated on the site plan, a maximum 3 parking spaces would be required for the proposed development. The applicant has proposed to provide 7 .parking stalls which exceeds the maximum number of parking stalls required for the subject development. Drive-thru facilities shall be so located that sufficient on-site vehicle stacking spaces are provided for the handling of motor vehicles using such facility during peak business . hours. Typically, 5 stacking spaces per window are required unless otherwise determined by the Planning Director. Stacking spaces cannot obstruct required parking spaces or ingress/egress within the site or extend into the public right-of-way. Based on the provided site plan, it appears that there is adequate area for the required number of stacking spaces. Stacking spaces must be shown on the site plan submitted with the formal land use application. The applicant should be aware that the parking ratio is based on net square fqotage; the total of all floor area of a building, excluding stairwells, elevator shafts, mechanical equipment rooms, interior vehicular parking or loading, and all floors below the ground floor, except when used for human habitation or service to the public. -----------I Cedar River Gas Station February 7, 2013 Page S of6 • • If the proposal provides more or less parking than required by Code, a request for a parking modification would need to be applied for and granted. This detailed written request can be submitted before or concurrently with a site plan application. It should be noted that the parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of 8Yz feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. No more than 30 percent of the parking stalls are permitted to be compact. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. The appropriate amount of ADA accessible stalls based on the total number of spaces must be provided. For one row and two rows of 90-degree head-in parking using the same aisle in a one way or two way circulation pattern, the minimum width of the aisle shall be 24 feet. While it appears that there is adequate area on the project to comply with minimum dimensional standards for parking spaces and drive aisles, the site plan is not fully dimensioned. Parking areas must be fully dimensioned at the time of formal land use application. In the requirements for Loading Space Standards, RMC 4-4-080J (enclosed), all buildings shall provide off-street loading space if the activity carried in the building requires deliveries to it of people or merchandise. Loading space is in addition to required off- street parking. A dedicated loading area in front of the convenience store would be required. Access -The maximum parking lot and driveway slopes shall not exceed eight percent. Driveway widths are limited by the driveway standards, in RMC 4-4-0801. Pedestrian Access -A pedestrian connection shall be provided from a public entrance to the street and internally from buildings to abutting retail properties. Signage -Only one freestanding business sign (monument/ground, projecting or roof) is permitted per street frontage. Each sign shall not exceed an area greater than one and one-half square feet for each lineal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 square feet per face). In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20% of the fa~ade to which it is applied are also permitted. Per the development agreement, any allowed freestanding signs shall be ground- oriented monument type signs. Pole and rooftop-mounted signs shall be prohibited. Building Design Standards -The development agreement for the subject site has additional specific design regulations. Per the development agreement when the design regulations conflict with sections within Renton Municipal Code, the specifications within this agreement shall prevail. Critical Areas The City of Renton's Critical Areas maps indicate the presence of seismic hazards on the subject site. The seismic hazard is related to potential liquefaction of soils during an Cedar River Gas Station February 7, 2013 Page 6 of 6 • • earthquake event. A geotechnical analysis for the site is required. The analysis needs to assess soil conditions and detail construction measures to assure building stability. Permit Requirements The proposal would require Hearing Examiner Master Site Plan (Master Site Plan is required per the development agreement), Site Plan approval, Environmental (SEPA) Review, and a Lot Line Adjustment. All permits would be reviewed in an estimated timeframe of 12 weeks. The application fee is $2,000 for Master Site Plan, $1,000 for Site Plan, and $1,000 for Environmental Review and $450 for the Lot Line Adjustment. Please note that all land use permits have an additional 3 percent Technology Surcharge Fee. Please note that per the development agreement, the land use application for the proposed project on the parcel to the west must be coordinated with this proposal. In addition to the required land use permits, separate construction, building and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Impact Mitigation Fees: In addition to the applicable building and construction fees, mitigation fees would be applicable to the site. The Transportation Impact Fee for 2013 for gas stations with convenience stores is $8,314.34 per pump; the Fire Impact Fee for 2013 for retail use is $0.52 per square foot. A handout listing all of the City's Development related fees in attached for your r"eview. cc: Jennifer Henning e PRE13-000078 Cedar River Gas Station None 0 1: 4,958 413 0 207 NA0_ 1983_HARN_StatePlane_Washlngton_ North_FIPS_ 4601 413 Feet CityofRetf(Qfl0 Finance & IT Division Leg end Jurisdicti on Boundaries l] Other [1 City of Renton 0 Parcels Information Techn o logy • GIS RentonMapSupport@Rentonwa .gov 2/4/2013 This map Is e user generate<l &tatic ou1put from sn Internet mapping silo and Is for reference only . Dala layers lhal appear on lhls map may or may not be accurate, currern, or olhe/Wlse rellable. TH IS MAP IS NOT TO BE USED FOR NAVIGATION • Return Address:· City Clerk's Office City of Renton 1055 S. Grady Way Renton, Washington 98055 Please nrint or ""-e information • 1111111 111111 20070307000134 CITY OF RENTON AG 45,00 PAGE001 OF 014 03/07/2007 09:22 KING COUNTY, WA Document Title(s) (or transactions contained therein): (all areas applicaolc to your document!!!!!!( be filled in) I. DEVELOPMENT AGREEMENT Reference Nuniber(s) of Related Documents: NIA Grantor(s) (Last name, first name, initials) I. AQUA BARN RANCH, INC., a Washington corporation 2. Additional names on page __ of document Grantee(s) (Last name first, then first name and initials) l. CTIY OF RENTON, a municipal corporation of the State of Washington Additional names on page __ of document Legal description ( abbreviated: i.e. lot, block, plat or section, township, range) LOTS 3 AND 4 OF KlNG COUNTY SHORT PLAT NUMBER L99S30!9 (AFN 20010831900002) Additional legals are on~ of document. Assessor's Property Tax ParceVAccount Number D Assessor Tax# not yet assigned 2323059210 and 2323059211 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the aw== or comnleteness of the indexin.~ information nrovided herein. • • Corridor. Co=ercial (CC) on the City's Comprehensive Plan Land Use Map and (b) zoned Arterial Commercial (CA) on the City's Zoning Map, subject.to this Agr.eement; and WHEREAS, on September 20, 2006, the Planning Commission held a public hearing concerning the proposed Comprehensive Plan Land Use Map Amendment and Zoning Map Amendment; and WHEREAS, on November 13, 2006, the City Council held a public hearing concerning this then-proposed development agreement; WHEREAS, the City Council has taken into account the public comments presented at the Planning Commission public hearing and at the Council's public hearing; and · WHEREAS, on November 27, 2006, the City Council adopted a Planning and Development Committee report concerning the proposed Comprehensive ];'Ian Land Use Map Amendment and Zoning Map Amendment and this then-planned development agreement; WHEREAS, this Agreement has beeri reviewed and approved by the City Council of the City of Renton, Washington; and WHEREAS, this Agreement appears to be in the best interests of the citizens of the City ofRenton, Washington; NOW, THEREFORE, the parties do agree as follows: SECTION 1. AUTHORITY Pursuant to RCW 36. 70B.170(1 ), the City and persons with ownership or control of real property are authorized to enter into a development agreement setting forth development standards and any other provisions that shall apply to, govern, and vest the development, use, and mitigation of the development of the real property for the duration of such development agr.eement. SECTION2. SUBJECTPROPERTY A. Illustrative ·Map: The Property is graphically represented in the drawing attached hereto as Exhibit A. B. King County Property Identification Numbers: 2323059210 and 2323059211 SECTION 3. COMPREHENSIVE PLAN MAP DESIGNATION AND . ZONING SUBJECT TO SITE SPECIF1C LIMITATIONS ON ALLOWABLE LAND USES: DEVELOPMENT AGREEMENT-Page 2 • • (i) "Outdoor storage" and "Self-service storage" uses listed nnder the "STORAGE" uses category; and G) All uses listed under the "INDUSTRIAL" uses category. 2. The following particular uses ordinarily allowed in the CA zone as set forth in · Renton Municipal Code Title IV Section 4-2-070K shall be allowed on the Property but with the following corresponding special restrictions: (a) "Drive-in/drive-through, retail" uses provided that: (i) Not more than four (4) such uses shall be allowed on the Property ( and, if a gas station and/or a car wash is located on the Property, the gas station shall be counted as one of the four uses and the car wash shall be counted as one of the four uses); and (ii) Not more than two (2) free-standing drive-in/drive-through fast-food restaurant buildings shall be permitted on the Property (each.such building to constitute one of the four uses in the limitation set forth nnder subsection (i), above) and all such fast-food restaurant buildings shall have customer seating; (b) "Vehicle rental, small" use listed under the "SERVICES" use category provided that: (i) The use is included as part of a co=ercial development; (ii) A maximum of 10 parking stalls assigned and marked for rental vehicles shall be allowed on the premises; and (iii) The assigned and marked parking stalls shall be considered to be part of the number of total parking stalls otherwise permitted under applicable parking provisions of the Renton Municipal Code (i.e., the parking stalls assigned and marked for rental vehicles shall not be allowed in addition to the total number of stalls otherwise permitted); · (c) "Car washes" use listed under the "VEHICLE RELATED ACTIVITIES". use ··category provided that (i) hours of operation shall be limited to 7 :00 am to 9:00 pm and (2) no self-service washes shall be allowed on the premises; and DEVELOPMENT AGREEMENT--Page 4 • • trips was expected to be attributable to the residential development of the two residential parcels to the south of the Property. The Owner has (a) contended that, in view of the Property's 75 Percent of Peak Hour Trips Share, it is appropriate to attribute 75 percent of the Overall Aqua Barn Site's Intersection Contribution (i.e., 75 percent of the total $337,066 = $252,799.50) to the Property and (b) requested that such amount be credited against City of Renton traffic mitigation fees that will become due upon development of the Property. The Development Services Division has reviewed that documentation and the Owner's contention and request Based upon the documentation provided by the Owner regarding (i) the funds spent on the intersection improvements and (ii) the previous traffic impact analysis, the Development Services Division has agreed with the documentation, the Owner's contention and the Owner's request and has recommended to the City Council that credit for a 75% share ofthe.$337,066 funds expended be granted up to but not to exceed $252,799.50 against City of Renton traffic mitigation fees due upon development of the Property until the credit has been fully expended. Based upon the Devel9pment Services Division's recommendation, the City hereby acknowledges and agrees that a sum equal to $252,799.50 shall be credited against City of Renton traffic mitigation fees due upon development of the Property .until the credit has been fully expended. This Section 4 shall survive the termination of this Agreement. SECTION 5. EFFECT OF DEVELOPMENT AGREEMENT Unless amended or terminated, this Agreement shall be enforceable during its t= by the City and the Owner and the Owner's successor or assigns in interest with respect to the Property; provided, however, only the City may enforce the Site-Specific Land Use Limitations. Deve)opment of the Property shall not be subject to a new zoning ordinance or an amendment to a zoning ordinance or to a development regulation or standard adopted by the City after the · effective date of this Agreement unless ( a) otherwise provided in this Agreement or (b) agreed to by the owner( s) of any of the portion( s) of the Property to which such new zoning ordinance or an amendment to a zoning ordinance or development regulation or standard shall apply or ( c) in the case of a new or amended development regulation the regulation is one that the City was required to adopt or amend because of requirements of state or federal law. Any development permit or approval issued by the City for the Property during this Development Agreement's term must be co!'_~istent with this Agreement SECTION 6. AUTHORITY RESERVED Pursuant to RCW 36.70B.l 70(4), the City reserves its authority to impose new or different regulations to the extent-required by a serious threat to public health and safety. SECTION 7. RECORDING Pursuant to RCW 36,70B.190, this Agreement shall be recorded with the real property DEVELOP.MENT AGREEMENT-Page 6 • • AQUA BARN RANCH, INC., a Washington corporation STATE OF W ASHJNGTON ) ) ss. COUNTY OF KING ) . J 7,Y . I certify that on the /Zfu day of t111q/)..{~ 200j KATHY KEOLKER . appeared before me and acknowledg!'d that she signed the . ent, on oath stated that she was authorized to execute the instrument and acknowledged it as the Mayor of the City of Renton, the W asµington municipal corporation that executed the within arid foregoing instrument and· acknowledged the said in:stroment to be the free and voluntary act and deed of said City for the uses ~d purposes therein mentioned, and stated that the seal affixed, if any, is the corporate seal of said City. No Public Title My Appointment Expires STATE OF W ASHJNGTON ) r ) ss. COUNTY OF UJ/1JLt@11L-) I certify that I know or have satisfactory evidence that JANETTE L. CARR is the person who appeared before me and acknowledged that she signed the instrument, on oath stated that she was authorized to execute the instnnnent and acknowledged it as president of AQUA DEVELOPMENT AGREEMENT--Page 8 • EXHIBIT A ----.... -.......... ... ... _ . j ..... ~ ....... -~~---'• r • • a. Materials: Drawings submitted for review and approval" shall identify exterior materials such as masonry or concrete block that will be used on the fa9ades of all buildings; b. Fenestration: Drawings submitted for review and approval shall identify location of openings and types of glazing proposed, including color of glass and frames; c. Roofing: Drawings submitted for review and approval shall identify roofing style (flat, gabled, pitched, mansard, etc.), material, pitch, and color, and ensure that these are consistent throughout the development of each parcel; d. Additional Architectural Elements: Drawings submitted for review and approval · shall include type and location of awnings (if any), their proposed materials and color, and all exterior lighting should be shown on all relevant elevations and perspectives. Glass and metal awnings ( or awnings of other permanent materials) or overhanging eves shall be provided on all facades visible from public streets. e. Other Architectural Embellishments (if any):. Drawings submitted for review and approval shall include decorative roof treatments, decorative lighting, decorative paneling, etc., which are encouraged and, if proposed, shaJl be shown in all relevant building elevations and perspectives. f. Signage: Drawings submitted for review and approval shall identify all proposed exterior signage including fayade signs. Any allowed freestanding signs shall be ground-oriented monument type signs. Pole and roof top-mounted signs shall be prohibited. 3. Landscaping Along Street Frontages: Landscaping along abutting street frontages shall comply with the following provisions [provisions that are derived from the portion of the · table in RMC 4-3-040D (Development Standards for Uses Located within the Renton Automall Areas A and B) concerning "Landscaping -Street Frontage Landscaping Reqcirements" for "All Uses in Area A, Dealerships and Related Uses in Area B"]: a. 15-Foot Wide Landscape Strip Required: A 15-foot wide landscape strip shall be· required along all street frontages. This is in lieu of requirements in Chapter 4-2 RMC. Unimproved portions of abutting street right-of-way can .. be used in • Once "[ d]rawings submitted for review and approval" have been approved by the Renton Development Services Division, unless the approval is appealed and the approval decision is mpdified,. any development(s) actually constructed sha!J be consistent with the approved drawings unless drawing revisions consistent with this ·Exhibit B have been reviewed. and approved by the Development Services Division. Notwithstanding RMC 4-9-200D.2.a.ii, no building fa9ade modifications (such as the location of· entrances/exits, changes in materials, fenestration, roofing, additional architectural elements or signage or aesthetic a!terations).that relate to the subject matter of this Exhibit B shall be made without the approval of the Development Services Division. 2 ., • • NEW CHEVRON GAS STATION PROJECT NARRATIVE Project name: Cedar River Chevron. Location: 15355 SE Renton Maple Valley Road, State Route 169, Renton, WA, 98058 Site size: 35,030 square feet Permits Required: Building (3), Fueling, Grading & Drainage Site zoning designation: Commercial Arterial Adjacent Properties zoning designation: Commercial Arterial and Residential Site Current use: Vacant Special Features: None Soil: Silty gravel, silty sand. Drainage: Project storm water system will be part of approved system for Cedar River Station Proposed use: Chevron gas station with convenience store and car wash Property lot: Lot line adjustment LUA-12-000193-LLA, Renton Land Record no. LND-30-0372 Access: Renton Maple Valley Road -driveway Off-site improvements: Completed by Cedar River Station Estimated construction cost: $1,250,000. Estimated fair market value: $2,000,000. Estimated excavation: 1,091 cu.yds. Estimated backfill: 912 cu. yds. (726 pea gravel, 152 crushed rock, 34 gravel) Trees: No trees to be removed. Dedication: No land to be dedicated. Job shack: One temporary job shack is expected to be installed. Stream or wetland: None within I 00 feet. Distance to Cedar River: Approximately 800 feet from north property line. Obstructed views: No part of project exceeds 35 feet height: no views will be obstructed. RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION ,----- I I ' ; :~ ----------1 • • NEW CHEVRON GAS STATION PARKING MODIFICATION Project name: Cedar River Chevron. Location: 15355 SE Renton Maple Valley Road, State Route 169, Renton, WA, 98058 Site size: 35,030 square feet Parking to be provided for the new convenience store: Building total interior area: 3,301 sq. ft. Areas deducted in determining parking spaces required: Cooler+ Beer Cave 451 sq. ft. Storage 161 sq. ft. Restrooms 209 sq. ft. Sales/Utility 276 sq. ft. Counters+ Work Space 334 sq. ft. Office 86 sq. ft. Cashier 125 sq. ft. Total area deduction Net area for parking Parking spaces required: 1,642 sq. ft. 1,659 sq. ft. 1,659 sg. ft. @2.5/1,000 sg. ft.= 4.1. rounded to 4 spaces Parking spaces proposed = 8 7 -9' X 20' 1 -16' x 20' Accessible Modification requested for the following reasons: A minimum 3 spaces are required for employees, leaving 5 spaces for customers Fewer spaces will be detrimental to the business Fewer spaces could mean customers would park in adjacent retail center having negative effect on other businesses i • • NEW CHEVRON GAS STATION CONSTRUCTION MITIGATION Proposed construction dates: Start September 15, 2014; Completion March I, 2015 Construction hours and days: Monday through Friday 7:00 AM -8:00 PM Saturday 9:00 AM -8:00 PM Sunday Not Allowed Hauling hours and days: Monday through Friday 8:30 AM-3:30 PM Saturday and Sunday Not Allowed Transportation: SE Renton Maple Valley Road Mitigation measures: Dust controlled with cobble truck entrance and watering. Special hours for construction or hauling: None proposed at this time. Traffic control plan: None proposed at this time. RECEIVED JUN 2 0 20\4 CllY OF RENTON PLANNING DIVISION I • • NEW CHEVRON GAS STATION DESIGN DISTRICT "D" This project is located in Design District "D" and will be subject to regulations contained therein. In addition, this project is also subject to a Development Agreement effective December I, 2006. This project is part of a larger development known as Cedar River Station (CRS) and references will at times make reference to that development. The design will be reviewed related to Design District "D", with added references to the Development Agreement as applicable. A. I. The Chevron development will be connected to a network of public and private streets developed as part of the CRS development. A.2. The Chevron retail building is oriented to the street with a clear connection to the sidewalk on Maple Valley Highway, and a clear connection into the CRS development. A.3. The primary entrance to the Chevron retail building is on the fac,;ade facing the street, is prominent, visible from the street, connected by a continuous walkway to the public sidewalk, and includes human elements such as windows, wall lights, and canopies over the windows. A.4. The walls of the Chevron buildings will be articulated in the same manner as the CRS development, through the use of various wall materials and colors as well as variable wall parapets. The wall materials are similar in use to CRS to create a unifying architectural statement between the two developments. The Chevron canopy has a fascia only, no walls. This fascia will have a parapet matching the parapets on the end walls of the CRS buildings, to create a unifying architectural statement between the two developments. A.5. The garbage and recycling area will be enclosed on all sides including with a roof and self-closing doors with landscape islands on each side, designed to be similar to the CRS development. B. l. There is no parking fronting along the street frontage. The fueling facility is located between the building and the street frontage. 8.2. The surface parking is divided into smaller units with landscape buffer areas. C. I. The pedestrian ways are clearly delineated to transition with the CRS development. C.2. There will be pedestrian circulation throughout the development on sidewalks raised generally six inches above the level of vehicular travel. Pathways across the interior driveways will have differentiated materials. C.3. There will be canopies above all the windows on the Chevron store building. D. I. All pervious surfaces will be landscaped. Plants and quantities will match those approved for CRS. All landscape areas will have an underground automatic irrigation syste~ECEIVE D JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION .! • E.1. The walls of the Chevron buildings will be articulated in the same manner as the CRS development, through the use of various wall materials and colors as well as variable wall parapets. The wall materials are similar in use to CRS to create a unifying architectural statement between the two developments. The Chevron canopy has a fascia only, no walls. This fascia will have a parapet matching the parapets on the end walls of the CRS buildings, to create a unifying architectural statement between the two developments E.2. All building walls will contain architectural detailing including reveals, contrasting materials, and a variety of colors. The primary entrance to the Chevron store will have a canopy, large glass doors with flanking windows, and decorative concrete finish at the doors. E.3. The Chevron Station buildings will have extended parapets similar to CRS. These parapets will provide screening for roof mounted mechanical equipment. E.4. All sides of the Chevron Station buildings will be finished with the same materials, detailing, and colors, all durable and of high quality. There will be a variation of textures and colors. There will be a concrete block wainscot 48 inches high below any portions of walls that a contain stucco finish. F.1. There will be a sign on the wall above the Chevron store identifying it as "Extra Mile". There will be a freestanding ground-related interior illuminated monument sign surrounded with landscaping at the driveway entrance to the Chevron Station. G. There will be light sconces on all walls of the Chevron Station buildings. The underside of the fueling area canopy will contain recessed down lights. Pole mounted lights will be installed in portions of the Chevron Station site for safety and security. These pole lights will be designed such that the light will not project directly off-site. • • NEW CHEVRON GAS STATION VEHICLE STACKING MODIFICATION Project name: Cedar River Chevron. Location: 15355 SE Renton Maple Valley Road, State Route 169, Renton, WA, 98058 A line of vehicles stacking preparing to enter the fueling area is not necessary. No particular provisions for a stacking area are included in the project planning. Modification requested for the following reason: The project fueling area will have six fueling drive lanes each with two fueling locations. A customer entering the facility has six choices outside the entering traffic lane to select a fueling drive lane with an empty fueling location. Fueling transactions with "pay at pump" technology are very short term. Therefore, the turn-over times at fueling locations are sort term, meaning there are locations constantly available. Customers will not need to stack outside the fueling area to select a fueling location. RECE\VED JUN 2, O 20\4 C\l'l Of RENlON p[ANNING DIVISION • • NEW CHEVRON GAS STATION PARKING MODIFICATION Project name: Cedar River Chevron. Location: 15355 SE Renton Maple Valley Road, State Route 169, Renton, WA, 98058 Site size: 35,030 square feet Parking to be provided for the new convenience store: Building total interior area: 3,30 I sq. ft. Areas deducted in determining parking spaces required: Cooler+ Beer Cave 451 sq. ft. Storage 161 sq. ft. Restrooms 209 sq. ft. Sales/Utility 276 sq. ft. Counters+ Work Space 334 sq. ft. Office 86 sq. ft. Cashier 125 sq. ft. Total area deduction Net area for parking Parking spaces required: 1,642 sq. ft. 1.659 sq. ft. 1,659 sq. ft. @ 2.5/1 1000 sq. ft. = 4.1 1 rounded to 4 spaces Parking spaces proposed= 8 7 -9' X 20' 1 -16' x 20' Accessible Modification requested for the following reasons: A minimum 3 spaces are required for employees, leaving 5 spaces for customers Fewer spaces will be detrimental to the business Fewer spaces could mean customers would park in adjacent retail center having negative effect on other businesses RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION • • NEW CHEVRON GAS STATION LANDSCAPE, LOT COVERAGE, PARKING ANALYSIS Project name: Cedar River Chevron. Location: 15255 SE Renton Maple Valley Road, State Route 169, Renton, WA, 98058 Site size: 35, 030 square feet Building footprints: Convenience Store 3,612 sq. ft. Car Wash 1,801 sq. ft. Gas Canopy 2,982 sq. ft. Total Buildings Area 8,468 sq. ft. Landscaping provided 8,034 sq. ft. Perimeter 7,695 sq. ft. Interior 2 @ 75 sq. ft. 150 sq. ft. Interior 2@ 85 sq. ft. 170 sq. ft. Total Landscaping Provided 8,015 sq. ft. Impervious surface area 26,996 sq. ft. Percentage of lot covered by buildings 24.2% Parking spaces required: 4 Parking spaces provided: 8 7 -9x 20 1 -16 x 20 accessible 12 -Fueling locations RECE\VED J\.JN '2 0 2G'1~ C\'N Of RENiON pLANN\NG DIVISION • • PLANNING DIVISION ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST: City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For non project actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property onJ:e,sh~lp ~D read as "proposal," "proposer," and "affected geographic area," respectively. I'( C\..., CI Vt JUN 2 0 ?Ii',,, -1 -CITY OF Rr:qllfl/t)N C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc PLANNING DIVISION • • A. BACKGROUND 1. Name of proposed project, if applicable: Cedar River Chevron 2. Name of applicant: JP Athwal, Summit Petroleum Group 3. Address and phone number of applicant and contact person: 20207 10S1h Avenue SE, Kent, WA 98031-1582 206.919.6882 Contact P~rson: Roger Ollenburg, Architect 17405 33' Drive SE, Bothell, WA 98012-8531 206.947.2295 4. Date checklist prepared: October 1, 2013 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Permit application Construction start Construction complete December 2, 2013 April 1, 2014 September 1, 2014 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. NO 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Information for a shopping center known as Cedar River Station, of which this project is a part. This information includes an Environmental Checklist, Storm Water Technical Report, Traffic Impact Analysis, Geo-Technical Engineering Study. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Building Permits for Cedar River Station 10. List any governmental approvals or permits that will be needed for your proposal, if known. Permits for Buildings, Fueling Facility, Storm Water Control, and King county Health Department. -2 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc ~--------------------------------------------- • • 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. This proposal is part of the previously approved Cedar River Station. It will be developed on a separate lot created by a Lot Line Adjustment, King County File No. LUA-12-000193-LLA, City of Renton Land Record No. LND-30-0372. Total lot area is 35,031 sq. ft. Being proposed is a new gas station. It will contain three structures: a convenience store (3,486 sq. ft.), a car wash (1,700 sq. ft.), and the fueling facility under an overhead canopy (2,982 sq. ft.). There will be two underground fuel storage tanks, 20,000 gallons total capacity. The storm water system will be part of the system approved for Cedar River Station. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The proposal is located at 153SS SE Renton Maple Valley Road, State Route 169. Portion of NE 1/4 OF SW 1/4, SEC. 23, TWP. 23 N RGE 5 E, W.M. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); E3)rolling, hilly, steep slopes, mountainous, other------- Flat, graded ready for construction b. What is the steepest slope on the site (approximate percent slope?) 2% c. What general types of soils are found on the site {for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Silty gravel, silty sand d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No -3 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc • • e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Excavation total: 1,091 cu. yds. Backfill total: 912 cu. yds. (726 pea gravel, 152 crushed rock, 34 gravel) f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 83% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: During construction -silt fence installed. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, dust, controlled with watering as necessary. After construction, automobile exhausts. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Cedar River is approximately 800 feet north of site. -4-06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc • • 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground Water: 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 c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection . and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water is the only source of runoff. This will be directed to catch basins and conveyed to an underground vault. Discharge from the vault will be into the Lower Cedar River King County Drainage Basin. Details of this are contained in the Technical Information Report. -5-06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc • • 2) Could waste material enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: 1. Underground tanks fill connections will be surrounded by containment manholes. Any fuel trapped in the container during the tank fill process can be discharged into the tank. 2. Underground tanks fill and vent systems are designed to stop the flow of product into the tanks at a predetermined level below the top of the tank. This is a prevention system. 3. Underground tanks are a double wall system with an inert outer wall. Should the inner tank leak, fuel will enter the interstitial space between tanks. 4. Tank mounted pumps are installed within sumps attached to the tanks. All product and vent pipes connect to these sumps. 5. All product pipes will be a double wall system that slopes downward from the dispensers to the tank sumps. Should the product pipe leak, fuel would enter the outer pipe and be conveyed to the tank sump. 6. Inert sumps exist under all dispensers. These containers will trap any fuel that might leak at the dispenser area. 7. Electronic sensors will be installed to monitor the tank interstitial spaces, tank sumps and dispenser sumps. Fuel vapors in any of these spaces will activate an alarm. 4. PLANTS a. Check or circle types of vegetation found on the site: NONE __ Deciduous tree: alder, maple, aspen, other __ evergreen tree: fir, cedar, pine, other shrubs __ grass __ pasture __ crop or grain __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eel grass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered? All vegetation has been removed. c. List threatened or endangered species known to be on or near the site. None -6 - C:\Users\Roger O\Projects Active\1303JPA Cedar River StaUon\1303 SAP Documents\5 Environmental Checklist.doc 06/09 • • d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: North, east and south perimeter will be landscaped. 5. ANIMALS a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: NONE 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. None c. Is the site part of a migration route? If so, explain No d. Proposed measures to preserve or enhance wildlife, if any: None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric: Lights, motors, pumps, refrigeration, heat pumps Natural gas: Heating b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the pl?ns of this proposal? List other proposed measures to reduce or control energy impacts, if any: LED light bulbs, heat pump heating/cooling 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. There is a risk of fuel spill and fire or explosion due to any of the following: -7 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc • • 1. Vehicle hitting a dispenser, breaking its anchoring bolts and the product piping. 2. Customer driving away from a dispenser with the hose nozzle in the vehicle fill spout. 3. Customer overfilling the vehicle tank, spilling fuel on the surrounding drive slab. 1) Describe special emergency services that might be required. Fire Department Response 2) Proposed measures to reduce or control environmental health hazards, if any: 1. All product piping will terminate at the dispenser with "breakaway" check valves rigidly anchored to the concrete dispenser islands. In the event a vehicle should hit a dispenser and sever the product pipe, the check valve will close, stopping the flow of fuel. 2. Dispenser hoses attachment will include "breakaway" check valves. Should a vehicle leave with the nozzle in the vehicle fill tube, the "breakaway" valve will separate and close, stopping the flow of fuel. 3, Dispenser nozzles are designed with a shut-off system to stop the flow of fuel near the top of the vehicle fill tube. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing noise: Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: t~3ffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term: Construction: Hours of activities will be limited by City of Renton. Long term: Car wash: Hours of operation are limited to 7:00 AM to 9:00 PM. 3) Proposed measures to reduce or control noise impacts, if any: Methods of attenuating car wash noise will be taken to limit noise transmitted to be within legal limits. -8 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc • • 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Current use: vacant; Adjacent existing: Residential. Existing planned: Commercial Arterial b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? Not Applicable e. What is the current zoning classification of the site? Commercial Arterial f. What is the current comprehensive plan designation of the site? Commercial Corridor g. If applicable, what is the current shoreline master program designation of the site? Not Applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Reside: None Work: 10-12 j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable -9 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc ~------------------------------------ • • I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Pre-application review and meetings with Renton staff. 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. Not Applicable c. Proposed measures to reduce or control housing impacts, if any: Not Applicable 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. Maximum height= 24 feet Principal building materials are masonry and stucco b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: None 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Lights mounted on poles and lights on the underside of the canopy over the b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None -10 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc --------------------------------------- • • d. Proposed measures to reduce or control light and glare impacts, if any: Choosing light fixtures that do not have glare. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Maplewood Golf Course Cedar River Trail b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: Not Applicable 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. Maple Valley Highway b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes -11 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist doc • • c. How many parking spaces would the completed project have? How many would the project eliminate? Provide 8, Eliminate O d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Average Weekday Trips = 1,953 g. Proposed measures to reduce or control transportation impacts, if any: None 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES a. b. Circle utilities currently available at the site: electricity natural gas, water, re us er ic te e one, sarn ary sewer, septic systeni;cit er. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water and Sewer: Cedar River Water & Sewer District Power & Natural Gas: Puget Sound Energy -12 -06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc • • C. SIGNATURE I, the undersigned, declare under penalty of perjury under the laws of the State of Washington that to the best of my knowledge the above information is true, correct, and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent Signature:---------------- Name Printed: Date: -13 - C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc 06/09 • • D. SUPPLEMENTAL SHEETS FOR NONPROJECT ACTIONS (These sheets should only be used for actions involving decisions on policies, plans and ro rams. You do not need to fill out these sheets for ro·ect actions. Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, flood plains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? -13 -06109 C:\Users\Roger 0\Projects Active\1303JPA Cedar River Station\1303 SAP Oocuments\5 Environmental Checklist.doc • • Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. SIGNATURE I, the undersigned, declare under penalty of perjury under the laws of the State of Washington that to the best of my knowledge the above information is true, correct, and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation o :llful)r)~ f fu/i disclosure on my part. Proponent Signature: _LJ,6:;J~w,Ulc:::..Jf~lc::!d:LJ.l.Lf------- Name Printed: Date: • 14 · 06/09 C:\Users\Roger O\Projects Active\1303JPA Cedar River Station\1303 SAP Documents\5 Environmental Checklist.doc -------- • U::JII• •. ~=,:: 'JX9 '{:. .... ~ •••• : ~ • ......... ,.. •• ,..... nJ.1~ --·\. -----------~ --------!l UI • I -------,;;.-;, --~; !-----------------------------___ ---i j \...___________ -, .•• ~,.. ::i ~ ~ ~ ---cl'{:>, <n-nj!'r. ~,-g:•''" ID ' ' CEDAR RI VER CHEVRO!\I DETAIL MAP. CITY OF RENTON PLANNING DIVISION ... Form WA-5 (6/76) Commitment Face Page • • COMMITMENT FOR TITLE INSURANCE Issued by File No.: NCS-644484-WAl FIRST AMERICAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for 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 mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and 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 the Commitment or by subsequent endorsement. This Commitment if 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." First American Title Insurance Company a / . /;;:"'fr c7 };~er--- ~ () /7 By: President Attest: Secretary By: ~T ~ Countersigned RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION Rrst American Title Insurance Company Form WA-5 (6/76) Commitment • • File No.: NCS-644484-WAI Page No. I First American Title Insurance Company National Commercial Services 818 Stewart Street, Suite 800, Seattle, WA 98101 (206)728-0400 -(800)526-7544 FAX (206)448-6348 To: G. Paul Brown (206)615-3050 GB@firstam.com Summit Asset Strategies 10655 NE 4th Street Suite 500 Bellevue, WA 98004 Attn: Shawn Park SCHEDULE A 1. Commitment Date: December 02, 2013 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT Construction Rate Extended Mortgagee's Coverage $ 1,740,000.00 $ Proposed Insured: Prime Pacific Bank Soupy Klea (206)615-3054 sklea@firstam.com File No.: NC5-644484-WA1 Your Ref No.: Summit Petroleum Group, LLC PREMIUM TAX To Follow $ To Follow 3. Toe estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is at the effective date hereof vested in: Cedar River Station LLC, a Washington limited liability company 4. Toe land referred to In this Commitment is described as follows: The land referred to in this report is described in Exhibit "A" attached hereto. Rrst American Title Insurance Company Form WA-5 (6/76) Commitment • EXHIBIT 'A' LEGAL DESCRIPTION: • File No.: NCS-644484-WAl Page No. 2 LOT B OF KING COUNTY LOT LINE ADJUSTMENT FILE NO. LUA-12-000193-LLA, RECORDED JUNE 11, 2013 UNDER RECORDING NO. 20130611900014, IN KING COUNTY, WASHINGTON. Rrst American 77tle Insurance Company Form WA-5 (6/76) Commitment • SCHEDULE B -SECTION 1 REQUIREMENTS The following are the Requirements to be complied with: • File No.: NCS-644484-WA! Page No. 3 Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions 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 person in possession thereof. C. Easements, claims of easement or encumbrances 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. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) 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, materials or medical assistance 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 or interest or mortgages thereon covered by this Commitment. Rrst American Title Insurance Company Form WA-5 (6/76) Commitment • SCHEDULE B -SECTION 2 ( continued) SPECIAL EXCEPTIONS • File No.: NCS-644484-WAl Page No. 4 1. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Cedar River Water & Sewer District as disclosed by instrument recorded February 22, 1988 under Recording No. 8802220455. Document(s) declaring modifications thereof recorded August 24, 1990 and April 28, 1993 as Recording Nos. 9008241403 and 9304282240 of Official Records. 2. Reservations and exceptions, including the terms and conditions thereof: Reserving: Minerals Reserved By: Northern Pacific Railroad Company Recorded: February 10, 1886 Recording Information: 146053 3. Easement, including terms and provisions contained therein: Recording Information: September 20, 1978 under Recording No. 7809200893 In Favor of: Pacific Northwest Bell Telephone Company For: Underground communication lines Affects: as described therein. 4. Easement, including terms and provisions contained therein: Recording Information: July 21, 1980 under Recording No. 8007210529 In Favor of: Pacific Northwest Bell Telephone Company For: Affects: Underground communication lines as described therein. 5. Easement, including terms and provisions contained therein: Recording Information: July 5, 1990 under Recording No. 9007050802 In Favor of: Cedar River Water and Sewer District For: Water system Affects: as described therein. 6. The terms and provisions contained in the document entitled "No Protest Agreement" recorded December 1, 1982 as Recording No. 8212010360 of Official Records. 7. The terms and provisions contained in the document entitled "Drainage Release & Agreement" recorded December 17, 1987 as Recording No. 8712170412 of Official Records. 8. The terms and provisions contained in the document entitled "Declaration of Covenant Public Supply" recorded August 7, 1979 as Recording No. 7908070746 of Official Records. Rrst American 7itle Insurance Company ------------, • • Form WA-5 (6/76) Commitment File No.: NCS-644484-WA! Page No. 5 9. Terms and conditions of right to drain storm or surface waters easement as contained in deed: Recorded: April 14, 1988 Recording No.: 8804140316 10. Easement, including terms and provisions contained therein: Recording Information: July 5, 1990 under Recording No. 9007050803 In Favor of: Cedar River Water and Sewer District For: Sewer system Affects: as described therein. 11. Easement, including terms and provisions contained therein: Recording Information: December 8, 1994 under Recording No. 9412081041 For: Vehicular and pedestrian ingress and egress, roadway, sidewalk, storm drainage improvements, utilities and landscaping improvements Affects: as described therein 12. Easement, including terms and provisions contained therein: Recording Information: May 16, 1995 under Recording No. 9505160605 In Favor of: Washington Natural Gas Company For: Gas pipeline(s) Affects: as described therein. 13. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision) Lot Line Adjustment No. S89M0140 : Recorded: March 15, 1990 Recording Information: 9003151304 14. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Short Plat No. L99S3019 recorded August 31, 2001 under Recording No. 20010831900002, in King County, Washington. 15. Terms and conditions of right to drain surface water easement as contained in deed: Recorded: May 1, 2003 Recording No.: 20030501002439 16. The terms and provisions contained in the document entitled "Development Agreement" recorded March 7, 2007 as Recording No. 20070307000134 of Official Records. 17. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Cedar River Station LLC, a Washington limited liability company The Commerce Bank of Washington, N.A. UPF Incorporated, a Washington corporation $2,463,500.00 May 25, 2012 First American T7tle Insurance Company Form WA-5 (6/76) Commitment • Recording Information: • 20120525002100 Document states that it is for Cross-Default/Cross-Collateralization. The above deed of trust states that it is a construction deed of trust. File No.: NCS-644484-WAl Page No. 6 The above deed of trust states that it secures a line of credit. Before the close of escrow, we require evidence satisfactory to us that (a) all checks, credit cards or other means of drawing upon the line of credit have been surrendered to escrow, (b) the borrower has not drawn upon the line of credit since the last transaction reflected in the lender's payoff demand, and (c) the borrower has in writing instructed the beneficiary to terminate the line of credit using such forms and following such procedures as may be required by the beneficiary. Affects: The land and other property. 18. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision) King County Lot Line Adjustment File No. LUA-12-000193-LLA : Recorded: June 11, 2013 Recording Information: 20130611900014 19. Evidence of the authority of the individual(s) to execute the forthcoming document for Cedar River Station LLC, a Washington limited liability company, copies of the current operating agreement should be submitted prior to closing. 20. Potential lien rights as a result of labor and/or materials used, or to be used, for improvements to the premises. An indemnity agreement to be completed by Cedar River Station LLC, a Washington limited liability company, is being sent to First American litle and must be submitted to us prior to closing for our review and approval. All other matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. 21. Matters regarding extended coverage for the Mortgagee's Policy which are dependent upon an inspection for determination of insurability. The results of our inspection will be furnished by Supplemental Report. 22. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and serured parties to remove trade fixtures at the expiration of the term. First American Title Insurance Company Form WA-5 (6/76) Commitment • A. General taxes for the year 2013 which have been paid. Tax Account No. 232305-9211-07 Amount: $4,025.08 Assessed Land Value: $280,200.00 Assessed Improvement Value: $0.00 • File No.: NCS-644484-WAl Page No. 7 B. 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. C. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. D. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lot B, King County LLA No. LUA-12-000193-LLA, Rec. No. 20130611900014 APN: 232305-9211-07 E. 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. END OF SCHEDULE B First American Title Insurance Company Form WA-5 (6/76) Commitment • • ,\ !,l. •·: t: I,. First American Title Insurance Company National Commercial Services COMMITMENT Conditions and Stipulations File No.: NCS-644484-WAl Page No. 8 1. Toe 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 a 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 or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure 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 or 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 references, 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 or 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. Rrst American Title Insurance Company ~------------------------------------------------------------------------ Form WA-5 (6/76) Commitment • • The First American Corporation First American Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS-644484-WAl Page No. 9 In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such lnfonnation particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect indude: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and· • Information we receive from a consumer reJX)rting agency. Use of Information We request information from you for our own legitimate buslness purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such Information Indefinitely, induding the period after which any customer relationship has ceased. Such information may be used for any Internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal Information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and Investment advisory companies, or companies involved in real estate services, sudl as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial Institutions with whom we or our affillated companies have joint marketing agreements. Former Customers Even If you are no longer our customer, our Privacy Polley will continue to apply to you. Confidentiality and security We wlll use our best efforts to ensure that no unauthorized partles have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and Rrst American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal Information. c 2001 The First American Corporation -All Rights Reserved Rrst American Tltle Insurance Company fif~t O 5~.l'n "g=,o;z: f,.jj~ ijfilll ~, i! i 0 CiJY OF RENTON, WASHINGTON KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE : -COUNTY .. ~ tor UNE<AIWSlMENT ""'""' "" "'if; n,s Jl:zz,,,,, or 11,+J ,~2JJJ) CllY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 29"3 2...&.-o-Rl.E ~-WA-12-000193-LI.A a,y ci ~ LAllli REllQfl) NO. Lll>-30-0312 C -· ASSESSOR '-- LbY10 fr ASSES::,™ PARCEL NOS. 2J23059210 AND 2.523059211 Cl . 2013, PORTION OF OWNERS' OEfuRA.lioN NE 1/4 OF SW 1/4, SEC. 23, TWP. 23 N, RGE. 5 E., W.M. KHOW ALL P£oeaf:!lY TH£?f.i>RESEHTS UW'Wf; ·Jl:l( Ut«RSIC!iED ~ AU. Of THE ~=·~ :~~~Rfr=~~WiH~~~-~~--- t.lA()[• 'HEREBY. : " . ·. · ,-. • .·.. . .-~ ... -· : ~;~.w:l~--~-rR[[WfSfkrAA'().ilt'·~ T"~ G(S"-13-"" ITY COlilPANY ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF IONG ss ON THIS S::fb OAY OF -StJ Y12, 2013. BEFORE ME. THE UNDERSIGNED NOTARY PUSUC STAT[ Of' WASHINGTON, PERSONA.UY APPEAAED TO ME KNOWN TO BE • OF CEDAR R!VER STATION U.C, ~T EXECUTEOj TI-I£ FORECOI I Uwt • ANO ACKNOWl.£.OGEO SAlO INSTRUMENT TO BE THE FREE .-HO VOLUNTARY ,',CT AND DEED Of SAID COMPNfl' FOR THE USES AND PURPOSES THEREIN t.lENTIONEO AND ON OATH STATED THAT ~ WAS AUTHORIZED TO EXECUTE SAID !~ .. : _ . IN WITNESS WHEREOf. I HAVE HEREUNTO SET .ld'f HANO AND Al='fli~ llllY OF'flCIAl. S£Al THE OAY ANO YfAA FIRST ASO"IE' WRITTEN. ···::, ~.{i .(2,,,,,.,, ' NOTN<Y et/BUC IN "'D FOR ~'11: 0. WASH~~:-»:~G ~;J. iZ WY, ·<:ouMISSION "it. : / (t .•.· ,: -· ~ =-•-'. OAAWING NAME 1320\005\008\P-PlAT PlOTS\BlA-01.0WG _,.•' ~~-----~· .. ~·' EXCEPTIQl\1.$..FROM TITLE REPORT ! , NCf(--fu~ HER~'..-/ ... ·. :N~ REf>ORTJP ·HE!Wf : :: ::;;,,;:: ,; __ __.. _-_-· .. :,, / . 5. SUB.it:CT.·W ,,11,PEA.SfMENT FOR Ut,(DERCROUND Gl3MMUNICA]lf}N LINES ANO THE TERl,IS AND COHOfTlONS ~Of GAANTEO to"-PiiGlf1C I\IOR~ eea: ffi.EPHOM: COMPANY, AS CONTAINED Jff INSlRUM[~.~CORO[D UNDER RE.iroRDlN<, NO. 'iaa9~9J. SAID E,l,S,EMENT DOES NOT ._1/·:=:~ ~:.:r::;iQR,i~~~--~~~tcATION LmES AND THE TERMS AND CONDmONS:'l'HEREOF GRNffEO TO P>PflC NORnl,Y/(ST B£LL TELEPHOt(( COMPANY, AS CONTAINED IN ~ REOOR()f1) UNDER ~DING +{O: 8007210529. THE LOCATICW OF ~D EASEMOIT CANNOT Bf/OETERlll1JiEQ·:·FROM INSTfWMENT OF. i;?le€0RD~' ·. "·: •. · ••. 7. sue.ifrr TO AN~ FQft:~ ANti" st.QP.ES·-~o THE TERllllS AN~-h:.~QITIONS Tl:!(REOF GRANTE0 TO t<ING.WIJlffY, AS C4)NTAIN!!D IN INSTRUMENT RECOROEO UNDER RECORDING ~: •• 8912271':-:?5· Tl-IE ~tlON OF¥ EA~~-~£NT IS OEPl~~I~· \\ .-:···: 8. suBJtCf .. ,p,:·AN ~ FOR WATf;lfS'l'STDI NIO THE JeRM'S AHO Gt:iNOfTIONS 11:(tREor -:--·· GRANTID "ro CEDAR fiPl[R WATER .AND SEW£R OISl'R1CT. ~ CONl'AINED JN' l~~NT RECOkDED UNDER RECORDING ~-_?0070~-SAIO:~DIENT '?9ES NOT AFFECT SUBJE~-'PARC4_$'.,· 9. SUBJECT TO AN ACREEwE.:ti ·fm NO PROTEST ANO nii; TERMS ~ CONDmOHs THERrii~ BETWEEN a#NERS AND F'UTURE OWNERS AS OONTAINEO""tir:lll~IA,tEl'fl RECORDED (JNtiER RECORDING NO. 8212D10360. ·:._._ . ·::· .. . 1D. SUBJECT TO AN AGREEMENT REGARDING OIWl'WlL _Pl..Al,j AND RELEASE;, tiF ORAltiAGf.S AND T.Nf 'TERMS ANO CON0010NS Tl-lDID>F BETW[EN AQUA "l:il!Rbl. it'NCH. JtilC.' AND Klti!f COUNTY, AS." CONTAINED IN INSTRUMENf RECORDED UNO£R RE~'00.·1!'112170412; •. :· :: 11. SUBJECT TO WW. SHE COVENANT AtlD RESTRICTIONS CONTAINED IN INSTRi.it,1ENT RECCJR[)ED UNDER RECOROING NO. 79080707.+6. . •. ·" 12. SU8JECT TO AN EASEMENT FOR SEWER SYS1D1 ANO THE TERMS AND CONOITTONS THEREOF CRAHTID TO ClDAR RIVER WATER ANO ~ DISfRICT, AS CONTA!N£D IN IMSTRIJ1,1(Nf R!::COODtj1. UHOER RECORDING NO. 90070S0803. A PORTION OF THE LOCATION OF SAID EASEMENT IS • DEPICTED HEREIN. 13. SUBJECT TO AN EASOIENT FOR \'OilCULAR AND PEO(STRWI/ INGRESS AND EGRESS, ROADWAY, SIOEWAU<, STORM DRAINAGE IM~, unuTlEs AND LANDSCAPING IMPROVEMENTS ANO THE TERMS ANO CONDITIONS THEREOF GRANTED TO C£RTIREO f'lNN4CIAI... SERVICES INC., AS CONTAINED ·:. lN INSTRUMENT RECORDED UNOER RECORDING NO. 941206104-1. TI-IE LOCATION Of SAID ·.·.EASEMENT IS DEPICTED HEREIM. 1 t:: SUBJECT TO AH £ASEMENT FOR GAS PIPELINE(S) ANO TM[ TERMS AND COND!TlONS Ttt[REOF :: GRANTED TQ • .W...SMING]PN NATURAi. C,.S COMP~. AS CONTAINED IN INSTRUMENT RECORDED . • UNDER,.RECoRDIMG NO: 950!i160605. THE LOCATION Of SA.IO £ASOlEHT' CANNOT B[ 0ET£RMINEO 15; :=~; :::~E RIGHTS NtlO TH£ TERMS AND CONOtTIONS THEREOF' ._-.· GRANTED TO.~~f4.1.E'( LLC, 45 CONTNNEQ.IN INSTRIJLIENT RECMOEO UNOER RECORDING NO. 200J0501od2439. ;: :: .•• -•.• 16. SUBJEi/.TO TERWS, -~-:·-~/WO~ CONTAINED ANO/OR OEIJNEATED 17. :t/:~~O)N~== ::~::~:~;G;.;o~151304. CONTAINE:ti '#loitJR:-PELJNEAlE) OH. THE fACf;,."Of" THE SHOIU" Pt.AT RECORbED IJNoeR J(ING . COUNTY RECORDING ~ · 20010831 i00002. ·. · ,'." . ' . . . · . ··\s_-.,SIJ&,JECT TO AN £.(S~ F_~--STORM 01~.:i~E ANO n-k:' TERMS J.N6" CON~~ THERE~/ GR.fJn'ID..iO-lti'kR: VAL.1£Y. :l'.1.C AHO vALlfY $PRINGS :APARTMENTS.: UC, AS.'CONlAINEO ltf , .· ~EHTIS~~~ =-RE~--~-.~~020011~~;-THE L~ON or SAl0' 19. SUBJECT TO MAlTERS ~ B'r BARGAIN..~ SALE(~ WAR~n') DEEB_:'~~~; MATTERS DISCLOSED ON AN 'llNF:ECOROEO,SORV£'1' av ENCOMPASS ~!NEERING Hio SURVEYIN!S; ()Alm FEBRUARY 27, 2012, UNOEft·JClf N0.~'12522. SAIO"DEED 1s:RECORDEO J.tNorn RECOROiNG NO. 212052.5002099. -·;·... :: .:: :: .·•· 20. NOT REPORTED HEREIN. 21. NOT REPORTED HER£JN. LEGAL DESCRIPTION PARCB. A! LOT 3, TOGETHER WITH AN UNDMOED INTEREST IN TRACT A. KING COUNTY SHORT PL.AT NUt,jBfR L99S3D19, ACCORDING TO THE SHORT PL.AT RECORDED UNDER RECORDING NO. 20010831900002, RECORDS OF KlNG COUNTY, WA.SHINGTOJ.I. PARCB.. 8: LOT 4. TOGETHER WITH AN UNOMD£0 INTI:REST IN TRACT A. KING COUNTY SHORT PlAT NUMBER L99S3019, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 20010831900002. RECORDS OF KING COUNTY, WASHINGTON. GENERAL NOTES 1. LEGAi.. DESCRIPTION. EA.StMENTS. CO'JENANTS. COHOITIONS ANO RESTRICTIONS AS SHOWN HEREON ARE FROM Sf'EWART mu: GIJAR.wTY COMPANY SUBDMSJON GUARANTf£ NO. G-5329-000003231 OAT[{) NO\oU,IBER 7, 2012. IN PREPARING •••• • ' • T~ne. WJ)NOARY UN£ ADJUSTMENT. ESM HAS NOT CONDUCTED Ml !NOEPENOENT Till£ SEARCH lioB. JS ESM AWARE Of ANY nn.E :li,SUES AFFECTING THE PROPERTY OTHER THAN THOSE. Sl,towN ON THIS BOUNOAfff' LINE :A8J\,JSTMENT. ESM HAS RELIED SOLELY UPON THE INF'ORWA.Tl°"" CC»iTAINED ltJ,:'SAIO CERJV"lCATE JN REGARDS TO TITl.E .~'l~EE:.TO PREPARE'-ms BOUNDAA'l"-~CJNE A.0Jl}$lMOO ANO THEREFORE QUALIFIES •., ~, '• · .•• -.··: THE ~;i A.CCU~ ANO COM~ENESS :~·.:-fl-lAT EXTENT. 2. "roR'"UATTERS PERT,'i!NING lO lRAcT A or.t>ONG COUNTY SHORT Pl.AT NO. L9~19. -~~9~w~o~t,,~~~~~~ ~:~~ :~~NL~~iNE >DJusn.tENT. ·.: . : . •.• ":!'. --~O BUILDING$ EXISTEQ,·."°6N SUBJEci'·:~ARCELS AT THE TIME OF THE $U~ ASSOC~:-:-'°· wrTtt -~iS BOIJN~--UNE ADJUSTMENT. . ·. ·.,,." -• · _:)( MQNUl,4£NTS U~ IN THE CQliRSE Of THE SUR',£Y .f.SSOCIATED WITH THIS ~~~~~~Of WERE \'TS!TED IN THE AELD IN MARCH or 2008, 5. ~Al ~ESSES ~~TEO WITH SUBJECT PARCaS: PAACEl. t,JO. 2313059210 (PARCEL A OF TiflS ADJUSTMENT) ~;~~~-.~~~~ 15301 liW"I.£ VAU..EY HW"r' PARCEL NO. 2323059211 (PARCEL B OF THIS ADJUSTMENT) 15355 MAPLE VALLEY HWY 6 BASIS or BEAAINGS FOR THIS SURVEY IS PER KING COUNTY SHORT PLAT NO. L..99S30t9. RECORDED UNDER RECORDING NO. 20010831900002, BEING THE BEARING Al.ONG THE SOUTHERLY UNE Of LOTS 3 AND 4 THEREOF BElWEEN A FOUND REBAR WITH PI.ASTIC CAP STAMPED "lS 40097" Al THE SOUTHEASTERLY CORNER Of LOT 4 AND A FOUND REBAR WITH PI..ASTIC CAP STAMPED i..S 40097" AT TH£ SOUTHWESTERLY CORNER OF LOT 3. HAVING A 8EARtHG Of' N 75·41·35· WAND A DISTANCE OV 652.22 FEET. :~E 1/4 or TI-iE':s~ 1/4 OF SECTION 'iJ ·.,J: 23 N .. R. 5 E.::.W.M. RECORDING CERTIFICATE -;-ililliOOlliimlli/11~~1 ii. 201306},J,900014 /·· ~~~~TON.~~ ~---~-~2 ·. ..,. "~" '· ,, ~. . -· .. · .. 11 KIHC.~TY .. -~ •• ~-•· ... --~~---:. _._..-.=·_ ·.·. '. N°'?:1"Albe,"Q •· .. -~y Of 00> IN '«)LUM[ ; WA.SHIHCT(»,I. ooims lNII> suMYllR'S CER1lf1CATE I HfRf8Y C(RTIFY 'l'fMT THIS llOIJtOI.RY I.NE JDJUSl'WENT IS BASED ON AN ACTI.W.. S1.1MY DONE BY ME OR L1UR MY ~ SIJPEFMSION 11,tJ 'JKI.T THE 11EN!tCS At«> Ol5TA.NC[S NIE. ~ camECllY. THE LOT ~ WILL 8E STAAED CORRECTlY Clf THE G201H> AS t«ITEO HEREON. CONSUL TING E N~-~'N'E:'~irs·· t.J...C:,," 131@1~.I 181 S. 333RD ST BLDG C. SUITE 210 Federal Way, WA 98003 CEDAR -iuvU-STATION ~o{ UNE • Al'i.iusrt,100 fiJ.,,J 'X (?.J.__ --L-P.LS. NO. 46897 !S-~1-:io,, www.esmcivil.com Civil Engln...-i<lQ Pubnc W~ --ProjllCt Monog..nent ............ ._. __ CHKD. BY DAlE I JOB;,NQ, ·-~!~-:-04-01 1;i~~-oos-00&} SCALE </A SH(£T ·-::, Of)2 J cJty OF RENTON, WASHINGTON e.·.···· ~oCOUNlY ' tor LINE ADJJS'TMENT ' . FIL£ ,NO. WA-12-000193-UA a,y Clf' AEN1tlti LNl!>.AEIXl!D NO. UD-»-Offl -.-• ·• fQUND STONE MONUMEN;: WITH . b. OIISELEO "X~ J~ .~IGATION • • CONTROL aox .. !i. 22 ,.,11::;i;;;'-:;r-.:;__ __ _ · D ~ \m6J!!,'·t. ~rl >{ 'f,' I 'tfh ' ' , (ESlil, i{) o··,,: ,. , ,'d, ~ 1:: 1'1! • ' - .. ~ ~ ~ ~ ,:_ I' ·~~-·---v~ ~ ----~ ~10' ST~ ---ORAINIIGE I 'i's' £ASD<ENT \:.::/ R£COROINC NO. j,,_,·: ----- -----,{ N 6~'3W W ._,,•' 2576.70' (ESM, R1) 1288.JS' (ESlil, RT) LOT AREAS RECORDING NO. VOL/PAGE SCALE: 1 INCH .a:a 40 FT. [llllI 20 0 20 "' 60 PORTION OF SE 1/4 OF NE 1/4, SEC. 21, TWP. 23 N, RGE. 5 E., W.M ---{23 LEGEND PRIOR TO ADJUSTMENT b = DELTA CALCULATED POSITION PER R 1 LOT 3: 6'4-,000 S.F. +/- LOT '4-: 67.'4-54 S.F. +/- AFTER ADJUSTMENT •:LQ.T A:. 96,423 S.F. +/- L8'r" 8: 35,0J1 S.F. +/- R ., RADIUS @ 0 ARC LENGTH INDICATES EXCEPTION NUMBER ON SHEET 1 Of 3 FOUND REBAR WITH C>P AS NOTED (), "' SET REBAR WITH Pl.ASTIC CAP STAMPED "ESM U.C, LS 35142" ~ ~· 1'I 2 ~ .., w a~:r. z ~~~ ~ $ w 56' (RIGHT OF WAY WIDTI-t} ir~tf:i ~ :J • ~~~~ 0 00 ;~5~~ z > I 20040702001178 " I 0 ::l ---20' STORM DRAIN EASEWENT ~ j ._:,,;,._RECORDING NOS. 8912271705 ~ . .-.: . ·.otq.9105281356 -..;,. -2:-:,. @ 10' SANITARY SEWER EASEMENT RECORDING NO. 9007050603 ·.·---=· ·.:-- RI = KING COUNrl' SHORT Pt.AT NO. L99SJ019, RECORDED UNDER RECOROINC NO. 20010831900002 I ::,,!~tiiii <( l?iuv, O ~ z. "'· & ,1,.,. io:-· ' ··-v?i, ;pal,. .:f" ,,,x ..... ', .. ~ ._..:.~·-.' ·--~ ,w ' w·. "'°"' ·, e £ -~~ "' .. .. I . 0 ;. z .·.· l_l :: tD~~~DMN_..~o • ST$MPE0 l.S 4009.l• • ; ' ~··· ·' .. PARCEL A (LOT 3) LOT A 96,423 SQ. FT.:i: e KING COUNTY SHORT PLAT NO. L99S3019 RECORDING NO. 20010831900002 i f( w ;; -.·: ·-.... · :-:---~ ~~CJP-. --~-- STAA<IPID. i:S .-:·· 375.:53" •. (NO REFERENCE) NEW LINE -...,.· -· . -----..:.:=·---.. ----- FOUND REBAR WITH PLASTIC CAP r STAMPED 'LS 2"67" _t:;;;;_: ;.;g: ~$! ~ ILf .:··· I FO:;:: :~8:=7:. . 1· U::.-r . .. ~ ·?~ . ''#·.. , 5 ·, ~ '4-0' WIDE .-.o::bs EASEMENT TO • Bf: AIW,lOONED-UPON N)PRQVAL. ~ ~f~f></!gF~:'.tRJsfc~s ~OROING ~ 2001~!90000:l' OLD fl UNE"Jf PARCEL B (LOT 4) .. ~ ~ il ~ z,·· ;., '""'"' "' WAY W1DlH) ,.,Jx .... : ~.:; .. t-~ .:p,-ii: 1305.67' (ESM, R1)'' §~ ~i g. ;_ 22vz3 271\26 OON®MOO-NO 1850 FOUND 1 /2" BAASS PLUG OH 5" CONCREfE MONUMENT SET IN CASE ~I ~ o, ~, N 88"1J'4r W 10.00' -----, __ _ SURVEY INSTRUMENTATION -"""·'?:::.,;::d. ' ,,/ SUR'VEVJNC PERf'OR.l.tEO IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE fOLLOWlNG EQUIPMOff ANO PROCEDURES: 10• TOTAL STATION WJNTAINEO TO WANUfJCTURER'S SP£CJF1CAT101'l5 AS R£QIJIRED BY WAC-332-130-100 THREE OUM. FR£0VENCY SURVEY GRAD£ CPS UNITS UTILIZING RAPiO STATIC AND POST PROCESSING ID:HNIQUES PROCEDURE usro : FlELD TRAVERSE ANO GPS WITli ACCVRACY MEETING OR EXCEEDING THE REQUIREMENTS 0. WAC-332-130--090 V!SllED IN MAACH, 2013 \ \ESM-JOBS\ 1320\005\008\0RAWINCS\PLOT fll.ES\STANDAAO PLOTS\BLA-01.0WG • -: : / .. • FOUt.O REBAR WITH PlASTJC CAP · . SfAMPED "ts 40097" Ji ·0.2' W'g,'J.c~ .. N 7S~( ......... ..:> .: -· .,.,ls. :· :; .. LOT B 35,031 SQ. FT.± @) "' "' " 0 N w iii fj ;; • CONDOMINIUM PLAT OFI , _':, "EMERALD CREST" .., 1:/ RECORDING NO. ~ 9605210344 ,{ 8'sts,.: 6$2.z?; " '..'. •. =·.. ;: ~f 1£:s7w:·.'RIJ . ' · .. •. , -~:"!ffQs .. ii~= ~~4~~,----- •.. ,·.,· LOT 2:.,:·· .. ······KIN.~··coUNTY SHORT PlAT·. /'!O .. l99S30.19 RECOROING IIIO. 200108319000()? RJU"'° REBAR WITH PlASTIC CAP STAMPED "lS 40097" ----f N '7<,'52• W 2611.J<: ·,~~:;; (ESM, ~'}'_ --a~- ~:,_,,,_-==- FOUNCt:2· BRASS DISK IN -~·"4• )S'. • .4':,CONCRET£-..........._ ~t!(IMUIT SET IN.~ ............ ~3 ..... ~~·-··· ~--. 199-11 CONSUi TING ENGINEfti:rs·· LLP-:1 181 s. 333RD ST I .... I & , -, BLOGC,SUITE210 W '\1:7 V·: cE'DAR RIVEn STATION '. ~or LINE MlJUsw€NT Federal Way, WA 98003 . ---~,,, .. .. .. I www.esmcivil.com Civil Enolneerfn,;i PublJc Worb ............. Pn>jKt~ E',O£TT ~> 2111 -DWN. BY +DATE._-.=· I ~::.-No. -:=:··· OlR ·2Q17;--11-16 1~0-()()5-~ =·-....,.__ CHKD. BY I SC~LE • I SH£F:_: .::· 1 -40 ,;.7 OF'.-_:, 2 • • ~~~~ltJt+r~~ASf41NGTON DEPARTMENT DF DE'1'LDPMENT AND ENSRDNMENTAL 5ER"CE5 ®.··. ./ : : L99S3019 APPROVALS: ·· ·· ·· EXAMINED AND APPROVED TH1s-li-0AY OF _A~--. 2001 DEPARTMENT Of ASSESSMENTS EXAMINED AND APPROVE.D n-tts.Jl..oAY Of _.Js .. ~ll.-_t/,;, b_~ A.~2001 RECORDING NO. olP.o .0 SCALE: . . .. DEDll".:ATION .. <' ., ...... ··.·... ~'"'~"" ASS£~ . KN~ ALL PEOPi:g BY THESE. P;11£SENTS THAJ::~. THi.uNDERsi9NEl)_oWNER(S) ~EXAMIN.EDJaID APPROVED THis_fuoAY or £,,;1YvWrl-·: ·2001 OEPU~gf~ 0 OF VOL/PACE Cl CJ _p O .;?_ Q (Y".:ftlTEREST IN~ LAND K6RreY SHORT SUBDi\11[)£(), HtREB\;Q;"C(ARE THrS-·.' . ,i~-~~. . ,,, ~ PORTI N GOVERNMENT LOT 6 AND SHtlJH f'lAT TO BE'l~tt,:. GRAPHIC REf-'FlESE;'.l'JTATIOt;.'OF TtiE SHORT SIJBOl"1SION ' .. ---~~i~'Y\ fr." A 2J2305 9185 MAl)E.H[R[BY, ANO 00 HEREBY OEDIC~tE TO lHE USE Of" 11-1[ PUBLIC FOR-·: .. ['J[l.Of'M~ [NGINER CCOUNT NUMBER---·---~~-----·-·-~-,,,,., /4 f SW 1 /4 s '} 3 T ') 3 N R 5 c.-w M E'ifR;:~ STREETS ANO AVENUES NQJ.'SH0'M(AS PRIVATf;,fltREON. AND QC-~ -UJ...._ 0 ---, . ....!:.::::L._ .~ •• .~., • • ~~"!~~T~OF ™.:EO:u;~ ~~:~~u~~:~! .. rt~:~~~~~:T i: .= L o~.JlESC81P.JlQN____ SURVEYOR'S NOTES MAK[ A.LL NEtr.S.~f!'Y SU'.JPfS'f'OR CUTS .-9>10 FILLS Ul?ON THE LO:rs SHO'fr"N .: TI-lA1-.P-0RTION OF covt:"Rro,l[NT LOT 6 AND THE SDUTI-iEAST WARTER OF 11-l[ SOUTI-lWEST 1. A FJELD lRAVERS[ USING A Gt:OOIMETER 600 SERIES TOTAf. STATION WAS USED TO 11-lEREOO IN Tii[ bRIGINAL'REASONABli gl'1AD1NG o.;u10 STREETS ANO AVE; auARTI:R OF SECTION 2.,. TG\\NSHIP 23 NORTH, RA,NGf'~'tAsr;.)YILLAMETTE MERIDIAN, IN KING ESTABLISH THE RELATIONSH!P BE'TWEEN THE CONffiOLLING MONUMENTS AS St10\'>tol. CLOSURES NUES. ANO FURlHER DEDICATE 10 THE ,(/SE OF" THE"·PUSUC ALJ.·.[ASEMENlS, .COUNTY, WASHINGTON, L'l1NG 0 S9UTHERlY OF TH£."'S0UTH£RLY t.1,\RQN Of STAT[ ROAD Nt)M8ER OF THE TRA-.U.:SE EXCUD THOSE sPEClrt£0 IN WAC 332-130-090. AND mACTS SHOWN ON THIS SHOOT .~AT FOR ~~r PUBLIC PURPOSES AS"." _· 169, MAPLE ,',<AL1..-e). HIGHWAY, ·-A$ CONVE_'(I;D .µ} KING COVtHY f.{,y OEfD RECORDED UNOER _ INDICATED THEREON, INCLUDING BUT ~t UM1T£D,·'IO P.o\RKS, .OPEN SPA9f"S, .·. RECOROlt,u;·"NUMSE~:1760650 AND 88G4;:ijct.tf6; EXCEPT lHAT.--i>ORTION DESCRIBED AS FOLLOWS: 2. EXISTING PARCf.L L[GAL DESCRIPTIONS, [AS[M[NTS, RESl::RVATIONS .6.ND OTHER M.6.TTERS OF UTILITIES AND DRAINAGE UNLESS SUCH l':ASEMEtHS OR m.-.crs A.RE Sl'[ClftC,s" ._·. .:-:: -:· .,-··=---~--. RECORD WERE DERIYE:0 FROM A CERTIFICATE FOR FILING PROPOSED SHORT PL.o\T PREPAAEO BY ALLY INDENTIFJED ON THIS SHORT PLAT AS. Be!N.G DEDICA T]cO OR CONVEYED .ro BEG!Nlolli.G AT THE·:soulHEA~t; CORNfR OF THE sovlHt:AST QUARTER,OF" lii( '51.Xn~~ST CHICAGO TITI.E INSURANCE COUP ANY Of" SU..TTLE WASHINGTON. THEIR ORDER NUMBER 597981 A PERSON OR ENTITY OTHER lHAN THE PUBLIC. IN 'MllC_ffCASE WE.150 Hffii'.-OUAR·'rER OF SAl~J."SECTION ~: .. :·." ····:,_. ,,:·' ,:-· DAl[O APRIL 9, 2001 AT 8:00 AM, NO OTI--lER RESEARCH INTO MAffiRS WAS REQUESTED NOR BY OEOlCA TE SUC!-1 STREETS, EASEMENTS, OR TRACTS TO . .T1-iE Pf:RSOH OR:: TI--lENCE NORTH·'.1°22'51• WEST JOQ.()4·_:f[ET TD THE TRUf"P()b/J. QE' BEGINNING; PERFORMED. ENTITY INDENTIFIED AND FOR TI,[ PURPOSE STA TI:D. . · ·. ·., ::·· : '. THENCE NOf\J,lal. 67"46'52". 6'-47.66 FU:T; ·-.... ,.· ... FURTHFR THE UNDERSIGNED Ol'n<IERS OF THE LAND HEREBY SHORT sua-=.'. TH[NCl:'l'olM'r 1'22'51" ti.ST 52659 FEET· ··. ·S 3. ALL PRIVATE EASEMENTS AND OR TRACTS TO BE MAINTAINED, REPAIRED AND OR R(BUILT BY DIVIDED WAiVE fOR THEMS£L\1ES, T1-IE1R HEJRS MID ASSIGNS AND ANY PERSON. TH[NCE NOR; 68'37'D!J~ WEST s/J· FEET· ' ._.;.·· THE PARCUS HAVING LEGAi. ACC(SS THEREFROM AND THEIR HEIRS, ASSIGNS OR SUCCE:SSORS, OR ENTITY DERMNG TITI.£ FROM THE UNDERSIGNED ANY ANO ALL CLAIMS FQR· ,, ,. ·• ' -."· UNLESS ANO UNTIL SUCH ROADS A.RE IMPR0\£0 TO KING COUNTY STANDARDS ANO ACCEPTED DAMAGES AGAINST KING COUNTY, HS SUCCESSORS' ANO ASSIGNS WHICH MAY . ·, ._THENCE NORTI-i ll';:>S 32 • EAS1 ::.?59.5 o FE~.r BY KING COUNTY FOR MAINTENANCE BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR M.o\lNTENANCE OF ~-CE SOU1:i;f.~'J.7'~ EA.Sf -0.4 3 en;:., ROADS ANO/OR ORAINAG£ SYSTEMS WITHIN TI'ilS SHORT SUBDIVISION OTHER THENct"1'1~TH 1 2251 .EA:!f 114.60 FE~; 4. KING COUNTY HAS NO RESP0NSl81LITY TO BUllD, IMPRO~. MAINTAIN OR OTHER ~SE THAN ct.Alt.IS R[SULTING FROM INAOEOOAT£ MAINTENAf'ICE BY KING COUNTY. THENCE SOUTI'i 8Er3.rOJ ,£AST 3.0 Ftp"; SERVICE THE PRIVATE ROAD CONTAINED WITHIN OR TO PROVIDE S[RVIC;f TO THE PROPERTY FURlHER. THE UNDERSIGNED O'M'IERS Of THE L.6.ND HEREBY SHORT SUB-THENCE NORTH 1'225.1 ,-lAST 20.0 l:t£:T; DESCRIBED IN THIS SHORl PLAT .. ,. DIVIDED .o\GREE FOR THEMSEL \/ES, THElR HEIRS AND ASSIGNS TO INOEMN!FY lHENCE NORTH as·3.7 10!.'.,; ~ST 3 -~:-FEET'. . '';{·n-us. SHORT PLAT IS SUB.EC'j::-'TO 'KING.s;OUNTY CODE 14.7!:1, KING COUNTY RO.o\D MITIGATION AND HOLD KING COUNTY. ITS SUCCESSORS Mill ASSIGNS, HARMLESS FROM ANY THENCE NORTH 1'2_2~ f~ :s:r .. 1~6 -~ fill, , PAYMENi·SYSTEM (MPS). THE.-fus FOR-:loTS 1 ANO 2 HAVE BEEN PAIO .o\T THE TIME Of O.o\MAGE, INCLUDING .o\NY COSTS OF DEFENSE, U.AIMED BY PERSONS WITH!N OR THENCE NORTH Bl!3.70J WEST171.72 FEET. R(CORDING.':.TH( M?S FEES !'tjR LOTS,)"AND 4 PLUS A MPS AOM!NISTRATIVE FEE SHALL BE WITHOUT THIS SHORT SUB!lt\llSIQ.1,1 TO HAVE BEEN C.o\USED BY ALTERATIONS Of" lliENCE NDRlH 1'2251 EAST 91.07 FEET; PAID AT 111t·t1ME Of" BUILDIN.G'P£RMlr.APPUCATION AT lliE RAT£ IN EFFECT Ai THAT TIME THE GROUND SURFACE, \IEGETATION, DRAINAGE OR SURFACE OR SUB-SURFACE THENCE NORTH 81!'0758• EAST 172 FEET; .-:· :. ,· :: .:: • . .. · . ." WATER FLOWS ~lHIN TI--IIS SHORT SUBDl\o1SION OR BY ESTA8t.lSHMENT. CONST-THENCE NORTH 1'22'51" EAST 340.94 FEET ro.,WE ~ERLY "!~GIN OF SJATE R~)J) 169, 6.\ittr WEll.ANCls AND s11f'f~OGRAf'HY ¥,£Rf LOCATED BY BARGHAUSEN CONSULTING RUCTION OR MAINlENANCf Of" TH£ ROADS WITHIN THIS SHORT SUBDIVISION. MAPLE VALLEY HIGHWAY, ··.-... :: .:· :: :. .;: £M1DiEERS INC.. ·· ... PROVIDED THIS WAIVER ANO INDE~NIACATION SHALL NOT BE CONSTRUED AS THENCE SOUTHEASTERLY ALONG SAID MARGIN, TO THE EASTI:Rl;-T LINE OF ,SAID GO~t.lENT ;.' ···-· _._. : ., RELEASING KING COUNTY, ITS SUCC£SSORS OR ASSIGNS, FROM UA~UTT FOR LOT 6; :C.. ·: :. -·:· 7. TRACT.i;''IS A SOIS1T1\IE AR£°A TRACT. OWi'E:RSHIP OF A BUILDING LOT WITHIN THIS PLAT D.l.MAGES. INQ.UOING TH£ COST OF DCT"ENSE, RESULTING IN WI-IOI.E OR IN PART iHENCE SOIJTHERLY. Al.ONG SAID EASTERLY LINE, TO THE POINi"OCBE.~NNlNG; mo EXCE?!; INCl.UDE'S m EOl.!"1. ANO UNDIVIDED O'Ml1ERSi•i1i,-·1nTER[S:r !N TR.o\CT .o\ THIS OYMERSl:-UP FROM THf. NEGL1G£NCE OF KING COUNTY, ITS SUCC[SSORS OR ASSIGNS. . THAT PORTION CONVE:TED TD KING COUNTY BY DEED RECORDED UNOl:R-RE:COROIN~ NUI.IBER INTREST PASSINQ-·'MTH OWJ,(EPiSHJP OF . .'il·t( LOT ANO EOi.l~;l:NO UNDlVIDED R~$tin.f['( f"OR TH1S SU8Dl"ISION, DEDICA1l0N, WAl'<t:R OF Cl.AIMS ANO AGREEMENT ~&':,.. 8912271705; · ·• WAINIENmCE /IND PROTEC'JlON Of SAID SfNSITIVE AREA ffi,1;~1. .-:·· . ·::. HOLD HARI.IU:SS IS MADE v.,n--t THE FREE CONSENT AND IN ACCOROAN~ "wtlfi· ··•.. _•, :· ·:,,, -:-. ,-.· .-:·· lHE DfSIRES OF SAID Ol'IN(RS. ,...... .:·--· (/\LAA KNO'iotl AS TI'iE M:ST PARCl:L PURSUANT TO KING COUNTY LOT LINE AO.US~T B. ,Ms PROPERTY JS S:,0·13..ccT TO Gei£i!A1._.;t:AkES:'A~SSMEN-r.t~ RECORDED L,EXSEs. .. :.-·· lN Wl~ESS WKEREOF WE S(T OUR HA!fDS-ANO ~~, / _._·: NUMBt-R.:~9MD140. RECORDED UNDER RECORDING NUMBE:R 9003151304), ··.·-·=·:-. ...VNRE~E.l) LEASEs . .-_AND orn~~.~f-~,~. / .'.: .. ::·· .-::·· ·: . · . 1..f\ \ (i°)/\{'J\ \ I : I C)/:r. ·. ·. . · 'h_-,. •. 9 THIS·MOl'ERTY IS SU8.E¥T-'T0 AN EASEMDitl" MIID ··TH£ TERMS. ·AND CONEJITIONS TI-Jp?EOF ~~__.p.-.:it...:. 'Lo·•.,.__,,__,, ~ . ...::.____ £XCEPT THM. PORTION THEREOF CONVE:YED TO THE STATE OF WASHINGTON rOR STATE ROUT£ FOR lMDERGROUNIJ."COlrdMUr«CATION UNES, RECORDED SEPTEMB(R" 20, 19~ UNDER ll!tCClfmlNG ,_ • AQl.lA .BARN RANCH, I~<·: ,. 169 BY WARR~•,ny OEEC .RfCOROCD UNO£R RECORDING NUMBER 9303041190; NO. ,'190920089:)."· THE D[bJPTION C()'ITNNED IN SAID INSTRUMENT JS tiOT SUf"FIQEfH TO l.· •:roGfnlER w"fi.i. THE RIGHT TO DRAIN STORM OR SURFACE WATERS FROM SAID PREMISES ONTO D£TERMINt/r'~."E:XACT L.~ATION ~,11-ftS MAP:/ _ .• :": _._:"-" _.;:: . ' . STAT£ Of '·Jjt.<e:~fl.\t\P:"",t?,r-. ) Ii ) ss COUNTY Of ~----) STAIE Of ) -------,ss COJNTY OF ) I CERTIFY THAT I KNOW OR HA\1": SA TISF"ACTORY EVIDENCE THAT SIGNED nus DEDICATION 4ND ON OATH STATED ili,.T (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT ANO ACKNO'M..EOGfD IT AS THE -·------------OF -TO SE THE FREE AND VOLUNTARY ACT Of SUCH PAATY roo TH.E USES AND PURPOS(S MENTIONED IN THE INSTRUMENT. DATED ·---- SIGMA TUR£ OF ~1L"r'iti ~~COF~--------- NOTA.RY PUBLIC ---------- Till.E _ MY APPOINTMENT EXPIRES lfi~ !'IORTHER(>i'. AOJOINl~G PROPERTY RfSER','EJ) IN DEED RECORDED UNDER RECORDING 10. THIS f'ROPERTY !S 9JB..£CT TQ·.('\N EAS£i.Bi'H -'ND TI-lt'-TERMS ANO CONDITJONS 1HEREOF AN~c'c"Es"s 04 ~ 16 · ~g'j2rosO::~~~~ct~=i~~~~~ris'.~~ ~~qr~~~~;R 0 M1NE ;: IT'S EXACT LOCATION ON "THIS. MAf'. · •· ·• ·· · ··· 11. THtS PROPERTY 1s SIJa.ECr··m-w-r:A.SEMENT AN_u· THE _1:ERws ANO _WNDITIONs THERror ._. ACCESS SH,.U BE FROl.1 152ND A'¥£NUE Sf AND FROl,I lRACT D. PROPERTY .omrCAl!Ot-! TRAqs° B, c.· ·A.No o ARE TO BE oED.r6AJrn m THE PUBLIC USE FOR ROAD PURPOSES UPON RECORDING: tlF THIS PlA T. • lRAC:fs A "ra,;cr" IS l~D-_-R£'SER'f£9:-FOR SPEdAt. USES SUCH AS G'EN SPACE, SURFACE WATER RETENTION. UTIU'fl£:S. S£NS11l'v'E: AR£AS .GR ACCES$.• ··~AC'fs ~ NOT COUNTED AS LOTS NOR COH~otRED A!(:f?ESIDDITI{IJ._.BUILDING_.$1T£S E;J!:~tPT AS ALLOWEO'i.JN_qER THE LOT CWSmnNG PRQ'/'190NS OJS.,.K.C.C. Tl~ 21A. ,:: .: ·. RE:STRICllVE--COVENAflL. , .. ALL SENSITIVE AA.EA TR~CTS, lr'{CCUOltttf SENSITI\-1:: .,$.RE.-.s ANti ll-lE!R B\.lf.FERs. 10£N"Tlf'lrn ON ~~~~~~ ~t~~~·~~gfT i~~sa~ u=~ l=~:v,!~j-- PASSING VIITH· 'fH!i ,O~lfSl·HP OF W[ LOT, Off: SHALL BY AN INC0RP~ATEO i10MEOWNfRS ~c"'n~ ~ ~~~iiAL fi~t~~~1 :A~~rk~ =~1~0 M~1~o~0 RESTRICTI\-1:: CO'.-t:NmT, ¥11-IICH IS A-f!UNNlNG COi.eJ'lll:NT;·auROENING AM>·BENERTINfi"[A.01 LOT IIITH.IN THE SUBDl"1SION. THE PAJ,:TIES, lHEIR SUCCESSORS,:-',ND ASSIGNS THE. ·.CO'IOl,~,IH IMPOSES UPON ALL PR£S£NT ANO FUTQRE O\fflERS AND OCCUPiERS or: tACH LOt:-. 1HE • : . OBLIGATION TO LEAVE TH£ TRACTS UN01St\,IRSED INQ.UD1N!,1'8UT NOJ."llMITEO T5f,. -'l.L TREE'~;.:· ~D~E~ 'f=~~~~~ f~~. 0~~i.tlfl,:01SH~ ~~};fOR~~f THT.~G INDlVIOU.-.L LOT O'M'IIEflS, THE Hoi[O\'lto!ERS ASSOCIATION, OR OTHER LEGAL DITITY. tiA\11~ OWNERSHIP INTEREST, OR BY KING COUNTY AS A CONDITION OF Sl."$Dl"1SION OR O"flltk'PERMIT APPROVAL. . \IIOI..ATIONS Of" THIS CO'.-£NANT SHALL COttSTITUlE A SENSITIVE AREAS·Vl~TIOf.i° 1<14"0 MAY . : . SUBJECT THE Ov.NER TO lMPO'SlTION Of S[NSl11Y£ AREAS P[NALTIES (OR CI\IIL PfjfALTI£S) ~ OUlUNED IN KING COJNTT CODE TillE 23. . · THIS CQ',£1,1,t,NT BENEFITS AND PROTEGTS THE PUBUC HEALT}l, SAFETY ANO 'ftO.f"ARE BY MAINTAIN!NG THE NATURAL £NVIRONMENT AND CHARACTER OF lHE SENSITIVE ARE"' THROUGH THE PRESERVATION Of NATI\!£ VEGETATION FOR THE CONTROL OF SURfACE WATER AND EROSlON, MAINTENANCE Of SlOPE STABIUT'l' ANO PROTECTIDI" OF TH£ PLANT AND ANIMAL H.I.BITAT. n-lE COMMON BOUND.o\RY BETWEEN THE TRACT ANO THE AREA Of ~OPMENT ACTIVITY SHAU. BE MARKEO TO THE SAi1Sf"ACTION Of KING COUNTY PRIOO TO ANY Cl.EARING, GRAOll4G. BUILDING COHSTRUCTION. OR OTHER OE\r£1.0PMENT ACTIVITY ON TI--IE LOTS ADJACENT TO Tl-IE SENSITIYE: AREA TRACT. THE REQVIRED MARKING SHALL REMAIN IN f'l.ACE UNTU. All DEw:LOPM£NT PROPOSAL ACTIVITIES ADJ.o\CENT TO THE SENSITIVE AREA TRACTS IS COMPLETED. FOR EL£CTRIC TRANSMISSION AND/OR DIS1'RlBUTIOt4·."SYSTEl4·. RECORDED .SEPTEMBER J. 1986 UNDER REC<RDING NO. 8609030884. TH£ 0BCR.l?.!ION COltTAJNEO lt'(SAIO !NSTRUME:NT tS NOT SUFFICIENT TO 0£TERMINE ITS EXACT LOCAm'.lth:»; n-mp.1.A.P. .:· 12. THIS PRCC"ERTY JS SIJB..ECT TO m EASEMENT mo_.'IHE TERMs·:..Wo CONDITIONS lHffiE()f FOR WATER RECORDED JJL.Y 5, 1990 UNO£R RECORDING N0."·9!)!IJ050802. 13. THIS PROPERTY !S SUB.ECT TO AN Eii.SEM[NT AND THE TERMs AND CONOHIONS THER(Of" FOR SEWER R(CORD£O JJt.Y 5, 1990 UNOEfl RECORDING NO. 900705080.3. 14. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS .o\ND CONDITIONS lHEREOF FOR \OIICULAA ANO PEDESTRAIN INGRESS ANO EGRESS. ROADWAY SIDEWALK ANO STORM ORAIN.-.GE IMPROVEMENTS ANO UTILITIES ANO LA,NOSCl,/>E IMPR0\-1::MOITS RECORDED DECEMBER 8, \994 UNDER RE:COROING NO. 9412081041. 15.. THIS PROPERTY IS SUB.E:CT TO AN EASEMENT ANO THE TERMS AND CONDITIONS THERHlf FOR GAS PIPELINES RECORDEO MAY 16, 1995 UNDER RECORDING NO. 9505160605, THE DES~PTION CONTAINED IN SAIO INSTRUMENT IS NOT SUFFICIENT TO DETERMINE :~\~ACT LOCATION ON THIS t.1-'P. 16. illtS PROPERTY IS Sl.18.ECT TO AN [;sEMENT ANO THE TERMS .o\NO CONDITIONS THEREOf FOR .~AINAG&:·.RE~ O[COIBER 27. 1989 UNDER RECORDING NO. B9122"n70S. 1z.:''ni1s P~ER~t°1S:S1JB.£CT TO AN EASEMENT AND lliE TERMS -'ND CONDITIONS THEREOf fOR C0\-0!)./IITS, CONGITIONS,.RESTRlCTIONS, EASEMENTS AND LIABILITY f"OR ASS£SSM£NTS . txlNTAINEO IN INS1Rl.)i.l0tT 00 REd>RQm JJN£ 22, 1989 UNDER RECORDING NO. 8906220754. •· 1a. Tijt.S. PROP(RTY'l"S:·SIJB.ECT 10·Q1 EASDl£NT ANO THE TERMS ANO CONDITIONS THEREOF FOR .CUT OR FILL SLOPES RECORDED ,pECOJBER 27, 1989 UNDER RECORDING NO. 891227170t>. 19.;=iwis P~Rrr··i~'svB..ECT TO RliSE;R'VATI~S'·cc»HAINEO IN PAT[NT 1ssum TO N0Rll-1£RN FIA.CIFlC RAI\--FOI.D COMf"ANY. RCCOROCD FEBRUAAY 10:-1686 UNDER RECOR01NG NO. 146053 .:20. A GAui:i EMERGENC~ ACCESS ~en SHALL ef.""PROVIOEO ACROSS LOT NUMBERS 2 AND 4 R)R lt.l[ EIENERT q.' ALL PROPffiTIES"\tSING IS2NO 'A\'E. SE. AS A SING..[ ACCESS. THE EASEMrn't SHAU. CONNECT WITh!.'THE W~INGTON STA=iE DEPAR1J,4EN.T--JMNSP0RTATION (WSOQT) APf>RO-.e)"."SECOND 4tt::ESS. :: .:: ... ,•· • ··-··: ·:-.:-... ·firir:~~!:~J?t~~t~~,~.:~ ~~I~~ .:·-- 22. THE ~k: .. ~ SYsmr-toR THIS-.SH~i--PLAT SHAU,...~/~:E#.i.oYtS: ~ss.::· SHAU. 8E ,t.,S51GN£D,s:'QR THE N:()RTH-S(K.fffi RO_,WS WtTHIN;!HE·~GE"Of" 15320 JO 15~50 ANO WITHIN THE RANGE OF 15200 TO 153So FOR THE r.-.sr..:..WEST ROADS. INDIVIDUAL .... ADDRESSES "'1LL El£ ASSIGNEE)-. rQ THE PRINCIPAL E:NTRANCE Of" EACH RESIJ)ENC~."'()R l;!UILDING IN ACCOROANCE WITH KING COONTY-<;oDE 16.08; ·.;. ··.•. ··., •. :· :: RECORDER'S CERTIFICATE ____ _ Fl~J.D cf~R RECORD THIS,,,!it/____ DAY OF~~-,2001 AT.A.•M IN BOOK L'i...J__ OF.f.il..GiAT PAGE ~AT THE REQUEST OF DANIEL R. PRICE SR LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION !N CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE ANO COUNTY STATUTE AND CIVIL ENGINEERING. DESIGN, ~ , LANO PLANNING, SURVEYING, ~ ENVIRONMENTAL SERVICES AQHA 8ARNt -~____L,. MANAGER r,.., ab' Wr.. r .Ls?" _.L~ SUPT. OF RECORD ;~No~J~-LY '.'fg TD AUGUST 2001. -···.· ·~~ DANIEL R. RICE SR 37533 DBM Lu1v::,Ul TING ENGINEERS 502 16TH STREU N.[., SUITE 312 AUBURN, WA 98002 OFFIC[ (253) 687-0924 FAX (253) 887-0925 ~ORT suB01viS1o1"!· ;lMTE _._.s:~14;20~~- SCAU: N/A JOB SHIT~,,- 99012-21 1 or 4 • ® SHOR.T•;;., ,o ""''°'' KING .. COUNTY; WASHJ . -.· .-:·· .·: . . ,''7'j'-1i'J'j"',t, / 2/ 9'i .-:·· :: ' OFO.z:{·:r, ._.:;~. 11-ff.: F:'J6~1: 1··· nm ROA.6" :•uRPO.'.;!~:;;·······-· .. //tiPON Ptco;;rnNo.·:o;;-,i-;1s:: . ~s;,~>~c12ztf' } . / '\'. :,R[t,. -"·-.. 711:s.oo s.r · ··.. \"-._ ; •-:0~·~5·1:"L::: ;.:'1.._!~5' .·: ~-'-...J.... S/.1"54'.~2"W_/ I ------· __!~ s.os· /TRACT "B" DETAI;:-- / SCALE: 1 "=IO' i DEEDED TO STA TE OF WA. PFq t,;-#93G304119C. _Ld "'1· t[l 0 . " ~I~ N01";:2'51"E , L ~51-.61' \ tlO, u 5, t_ 44.00' 00 z f-+ ~:1::t,:::: I 1-::l~ 7•s'.i " • SANITARY SE\VER LINE TABLE \JATER EASEMENT LINE TABLE I \/ATER LINE TABLE CONT. RECORDING NO. VOL/PAGE LINE SJ S2 S3 S< S5 " S7 S8 S9 SIO SIi SJ2 SJ3 S1 I' :•'SIS ' ··, .... ·:, L[NGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING lO!i 96 S88'l3'48'E 200.00 SOl"46'!2"\t' 305.00 S88"l3'48'[ 49.55 S34"55'5B"E 49.42 Sc'l"21'11'[ 65.69 S17"02'04'( 45.38 Si4'36'56'E 46.31 SO'i1°45'27'E 111.4! s13·4a·oo·E 7C:.23 S07'37'$5"( 61,06 S.?3.25'36"E El 410.19 S88'07'49'E El6 110.00 N89.09'l'YE E2 7'25 . S39"59'58'E "' 176,25 SOl"-4f>l2'V D 59.17 St6•06'42'( EJ8 3!L64 S87'42'58'( " 68.71 su•33·sa·E El9 176.25 N02'1!'26'E ES 55.35 S09"04'59'E "'' %.1B S87°26'25'E E6 9M9 Slll*07'14'E "' 17820 sa<J·J9'21'E " 107.ZO SU-29'23'E m ,o.oo N00"-42'25'E EB 137.00 szs·J1·19·E E23 226.24 N00"42'25'E E9 )15.6,8 S2B'54'46'E "' 7,31 soo·~·31•v [JO 50.70 S31'43'49'E Ee> 10.00 S!c17°"42'5?'E rn """' S27'40'30'E -40.62 s29•4J'06'E (12 555.61 S87'46'52"E 10).91 S26-01'3l'E El3 61.88 S89'16'18'E '" 1-4:l.42 S31'05"27'£ "' 28.12 S89'16'!8'E ~'6.'J s23•2~'35_'._E "' 16.00 S00"43_'_4~_·v -: coirrn Of;:'.sEca.ON 2~ . /2','~(),'J.piPl . .. /pt!> A-~~~-W~Vfi') sw ... t/4 SECTION SUBDIVISION OF SEC 23 T. 23N, R ,,, .. ~ :,v ... > S 01'22'!;>1" V, 2!'108.~2· -\"{,i-::--_,,/· _.:: '--f/~S/S ()('8/!ARIN(; 2308.31;' I . .:=~· _Joo/ o p. 3/ 9-C? aoor2._ fY '1 '.Q '-{C, SCALE: llNCH=200FT [IJIU f I i i I 100' 0 100· 200' 300' 400' 500' PORTION OF GOVERNMENT LOT 6 AND JiE-1/4 of .2W._1/4, s . ..zL_ T._2LN., R.-2._E.,W.M. 5E, WM - SCALE: \ •,. 200' 0 200 so..·1,, 1/4 e::Ci>N>.F> •lf ·,u:m"" 2J f'lD 3• <RON P1i'E 'II/HUB &. TA'Y .}()O o~· '00 I I ' ' I '--. '<. ~26 s·:i~~·;~AGE_i',~·~:·~ENT . ::.-. .. .... ::k~~,ghwmwwL .. <>f:< A!/941208104,!."'-\ 1\1:ST ur,E''ar A \ • \PK.-:/fl..A~~-.,~!?,"(TiP) J !- NI. ,o .'" ~i (01;>-- z ' 02N & COSE1Jf C-0Rwrn1\&.:PEOESTRAIN REC NO \ l .. ,_.PER ~'19tl20!H~1 REt!AR W/-C/1,f' "f2'4fi.,'" \ -41\ v.tOf .~41C:UU,R\ ··1 .. 1_.., ORAlttACf.: EASEW'.Nl _ 1 ~41208Hl4l I :: ..... .:-· ~ ···-=-- \ -,REBAR w;cN"' .. •'• \ _....... ~ .:·t ~---·· ·::·-· ·C ZONE DU(l) ."-;::,:; .. \ . . 1 .:· f"~· ..,;-0 --~j;-? ~REB"Ji Ii/( AP "#'2'4~1' ;:; .;:: :\ .: io f"<e; ''£.9. . ...... y;-8 I ··:·.:) HI & 0 n !Jr CORN(>( 0 ~ l ,,'"'\~6 ~:.;'j~~;;;,;; \ :: . (198.SJ!J , c-. <0d'. :t·"', l<i ' E'l :'.! 01'22."!,1· · .. ~~"'. .. •• r ~%./ "'lO · c: _:t:, '-1 "'(269:,f·•·-·t -N 0'2251' E cg~ '\ ~ ~;~ ~ ~/,, s~j,;;,q,·, , · -~~:;~;'], · .. ·. '"''( "\, \ f t~tOT) "' ~--N88'.~T09"W.-·f \ ~,;j £<. EO\_ - 7 , ~~ "' L:.~10-~.5'1?" 173.so:·E2~1\n4 \ :l2r2 • -.:··~)__> ; R-224' . .fl.?.. LOT 1 1 I /'~-.:· C£NTE.'<LINi:: I)<" 10' \\10£. Le42.05 "ZONE•IHZ(RrL L ~ SANITARY S[Wt-R t:A!;P,i[NI' R[C L\,,-09·:;0•25• J8B.,787 SQffi .· -NO. 900/0~80.l St[ SH[[T 4 Of' 4 R~200.ss 8.92 oc± .... TRACT "A" !. .. 35.83' TRACT ·o~ i 707,775 sqfl± '---l?COICATEO ro THE f>UBLIC ).. . 16.24 <IC± f OH !!()AO f>Ul"!f>OSES UPON \ 389 s2' RECORDING OF THIS SHORT WETLAND & Nn-sl'~i·;LAT. F1}E15 L STEEP / I ~,1Rt..c_r uo·· I .;."· DEDILA T[_ N01'7~;'} _j CATION 'bJfTAIL L-' DEDISCALE: 1"=100··:-.:, .. N88.3Y'OO"~·""l 'f=No<·27oa·s ... .-• I.<-"' . 171 72 .1400 No1 ·22·s1·:~ ·1 ;_92 \ \ ss·14',i9"w \ ----N58"J7'03''W <7..:'.5C N ?U7'\' S()1'22'~1 "'.·\ \ (RP) :::":L4.00 \ \u..._ l _:--~01·,15V'w -.c.. ... 1c·45·17· , ___ R-'-224.00' L=42.05' ,.~ ~ =2os.6J ,··oa·oa·E ' N '' ' S1_1·35.'36~,v -· '-~-224.00 2oe 63" '\. a! i!: !B "' "' '\. h,=09".'.}0'2,5" \ __ R=208.6,J L"".35.83 N77"!:,1'52"W 389.52' .J87.46' El SLOPES FND 1.40N IN CASC £18 ;z• HRASS DISC El~ 15' 9UIU)ING 4.,78'55'50" t -SE'!EACK ·:: .. ,-'/ -R .. sooo· r "'~ ;,;n 4A<i rn . , 7.75.4-4' / I\ 'Ern ./1 \ ., .. , •. ..,,.•~·,,•.. ' I ,!0.91 (l'J6 fl~A;;::;~··"<: 0:'.~!:'.'.~.•:;; "~1'!;':=~-..... ., ...... .:, . .<:,,. "V• '><> ,., t. 141.1\150' V , ·- .. 9/f<•Jt'''' . .-.: , :~· S06"2\'3J•w . "946.81' (10 WATL'<LIN[ EASE:r,tE'IT} ;J :! . '8 1 $01'4£;1,-s;;~ , 50 00 CENTERLINE OF 'tQ' 'MOE "'---·Nfso Of" [,>.ST 1/2 or £:"' , /. '.,t • :-N88JJ 4TW W!,,TERUNE EASO.lF.NT REC S/W 1/4 Of 2•-23-5 ;... . " ~c· WIDE ACCESS-tASEMDH'TO TRACT ·~c-~OI?, NO. 9007050802. ·-;::; ¥£ST 1/4 c~ Of SECTION 23 Hf All'Al'JOONED UPON A.PPRJ.lVAL SU: DEl'AiL ON • • ,• g /SlONf. MOf<UM£"'1 BY ~Cl FOR DIRECT ACCESS TO •• • Tl·IIS,&fEET • - (PC!l ALT~ SU!!YEY)' Sii<' 169 FR(l.';4 LOTS 3 MO -1. • ~~ + -. • ·" -. . -:s 02'09"09'-''w LINE TABLE N~-~~';-i'~!:·~Fc 265J,8f --_ 7J 26 LENGTH BEARING NO; 891227170::, ~,?10521lU56 :·: . 22 27 .. o .. oo .. o•c ' .££GENO .:': REBAR-:·& CAP, PLS#3i533 -----------BUILDING··SE'TBACK·tlNE • TO Blf' SET UPON THE :: ... , ..... _ s:i1.rn,111:s1 COkt.~ OF o,ECTION 2J _.·.· _; RECORDING OF'THIS Pl,;A'J . · .. ~C>.lCUll\TfO rrn Ill.TA SUR\'El') ------10' BUFFER LINE .:~ se:{ CORNER. MONU¥f'NT .. :· • -· .. LINE ! Lil 68,37] "0"' W .>DC- L2 _§?...,_2J __ _ N7J•![)'4_!"E L3j 4Q._48L_ NS4·36'0l"E !,__!L__________fill~-41... ~81'29'32'[ L_5I 53.561 NOt·-48'52'E L61 _29.641 N70.~<?5'E_ L71 _32.791 N31"43'~ -----QUARTER SECTION UNE'··';;)f,;' .... :· .... . . .-,SURVE)'.OR..S NOTE ... ,. PROPERTY LINE ~ · .j .. : .'." ·· :: 1H1S SHOOi'Pl.,AT !S' BA.SEO off 1HE.:.i;LTA SUfl\lEY PERFORMED BY DOODS ENGINEERING ~ · 1~.$E:C. CORNER" MONUMU,IT .:: INC. ~ WAS"90NE FOR ciiPITOL.:PAOflC lR,l;isT AND PER LOT LINE AD.IJSTMENT LSI s..:..sa1 N74".?~'?4'E L91 56.97! ·_µi:§_'._~:4.S'E "' ' \ LlOI 49.07j N83'20'48"E _!J_tj 6.17j N2 .. '03'28'£ • LJ X •••• .:· :: •. S89W_tri40 ".':s;RECOROEO UNf.lER Rl!COOOING ~"!lfR''!l003.16)304. SECTION BREAK 00\'lt-l ------EASEMENT NE [•• WATERLINE EASEMENT ~,tBEL :_. IS PB! Tl-tE Pl.1>."f·.Of' VAl_lf;;'i' fAl_ll[ 1 VOL13J.f>AGES 43--4?:·. s•• sANffARYSEWfR·-LAetl :-_,. : ·· · •• .;'"·""'. L S77'51 '52"E 387.45' L. AR[A-28,468 "48C.J- h!..2i 7L4BI -· N85"16']~·s. UJ! ____ n.saj N73·11-s_s·E TRACT "C" DETAIL f:l .. 55·35'os· SCALE: 1"=10' . R=25.oo:1 . ~[OlCATED TO THE PUBLIC {' L"'28.62 _...-rOR ROAD PURPOSES TRACT "D" DETAIL ARE~: ---· UPON R[CORDiNG Of THIS ~=55"29'j0rt R=5o.oo· L=-57.15' S1.1"S(i'12"W : , SCALE: l"=iOO' 57.00 S.F. .._ ___ --..:._ , "-SHORl PL/IT so.oo·-i-(RP' , ,. . • ?'" · · A=!TJ1'20· . ) :W, 46 U W _ _...---R,,,50.0C 18 65 L=15./.9' -~ CENTER LINE L.. LINE LABEL ···y·· ,_ CIVIL ENGINEERING, DESIGN, ~ LAND PLANNING, SURVEYING, ~ -AQ:tiA ,1:JAR& ----- ~ EN'vlRONMENTAL S£Rv1CES D 8 Af 502 161H STREET NE. CONSULTING ENGINEERS SUITE .312 AUBURN, WA 98002 OFnCE (25J) 887-0924 FAX (25.3) 887-0925 ' .SHoRT s.tfeo1vis10N:·· ,0ATE .:·: . ._:: JOB r:«)_ RJH _.;:·8/14/2(!P1 99012-21 CHKD. BY SCALE SHffiJ. .. l:PIRES: 27 WAROl 21;m_ D.PR!CE 1"-200' 20F 4 • • ~ SH_OR'f P!,A T NO. L99S3019 _-.-V?::J KING COL/NTY, WASHINGTON .. ' ,,,,...------- / lll-lAINA<.:l [ASLM(NT //-Pm ArN}91052813'm 1/ . H(lC>.£J NOf/11-i 0t 1HE -1 r· SOUTHWEST crnmrn or [ t/2 Of T/j[ ~~ 1/7 Qr CO\f<i'4.vENT / LOf 6. TR_t;.t'f'~D.·~~ . S80"'06"22~t ..... :··· ·-,:.}::. --.... .... ' ' ' ' ' \ \ \258:?\ __ ~~f'MEO~r~:-;' \ . ·_·. I No. 9QC?0soao2. ~-i--~;_:01.?}f"E\ x, I \ I ~:::::: ....::::::._~ ·.·, ~----=:i" ;:=: .. ~ -· --~--- ._-,..10· 'MQF. INn~.;f~~TlON ~ ~- ·• loRAINAGE S~tE;l,l_fl£C. !,'D." .,· . I ~--J. -:. 9417081041 ._,,_, · .. S06:if":i_f'f 11sS~ti~u-~:or_ THE s1g·.1a1.·2~·f.'' ,--NORTIIWEST CORNffi ·-Of, i. J/2 ~p.e,r'. 10" Vi¢~· SANITARY.·_-:/ SEIi,$ ESMT. RE.(;;./ N0:_:90070:>Dl:l?:r / or TI-lE E 1/2 OF GflVERNilf)IT'- LOT 6 ~f'fWPrnTY \; llN[ ' ' ' .... ........ _ ------ DETAIL "A" SCALE: 1":.::100' . '-'-/ ; ---··. / ·-:-,,,r /" I ·1;:·· ·~" .g ~~ • RECORDING NO. VOL/PAGE ~O__Q 0 f_ SCALE: 1 IHCH = 100 FT [IlJil -==r==.J 50' 0 so· too' 1~· eoo' 250· PORTION OF GOVERNMENT LOT 6 AND -1::IL1/4 of ~1/4, s . .zL_ T.~ .. R._2_E.,W.M. -_,,;,.._ ::·~-~-. ~:/,·.· sone"ffE · (~_!,. ../ ,n-~2-------.:..:.--· Q. -, z. "'' ,n. ,.....; • . ~' :/ . 1 N88~~[o":~!!.J: ----------------se Re;;:;-------- ON -J./,1pLE: -:-----_ Ro,1D SCAL(; 1·-100' 100 0 100 I 1,, w! I n £i&§, -~-';:m·~-::_._..-.-.· ~,- (" R!8AA.W)r.>.P \J« Nsa"OT 5B;E-.-:'ij/ 1~r ;~ I ' SEE ~4:-~. y{, ---~~.:··1·ssr.H 112000 .. ;\ .. , ... :-=----:~ST UNC CF A •-~ oo' • • -""'"'i~''" "' " ~-78"'5~!">0" i07,--· ·-. ··· 7-:· 5:p;ggC\ffilCUl.AI< ,., .. , . -. ' ' . ,,,_,,. . .,.~, ' ', ...;;..; . , .<--• ""'-.• . . ,,· i~-o . . . mu~, .• . -<' • : R•2()a6J' ,. • _-.-·· " 0"5025jl >'~-_ . ,lOT J ,-.,.~/ ..... r. N68":JT09"W 173.~' ,J.!:_P,~Wm ,... i-; • . ··'': . I \ I I I }I. t." C ,,··-.•_,_-._-, / ~.,.,,,, • · '\i. ' . ,/ >•woo·, ,, >----. / .. , . .,~· : ____ ... :.:,;-...;·-..,-_ -. . •·. l . ·, : ~c~~ TO 1a·-f'l.10tJt \ ~,,, ,.,L_ .-.:-.· -~~~;~~~ftir..' __ _ ·--·-::.. .. .--=r t::~.tr-----; rtEJ~~: -co-·--- lO 11-IE NOOlWl1(ST CQRN.ER __...:.:! --/__.-. ~ ~:'! Of"THEE1/20t lHEL. .. \/2 ,;t --I-- Cf" 00\QlNlolCNT LOT. 6 _:;;:: \ I / '.-:-Y ?{ .. : __ .:;__:/·.·\._·:__~-~ :l'ffj\ l :e &; ~-~-------------=J_ !~ ) I /s, 250.J ·: . /.---;----/ I /' • .., ••• I I '· I I LOT 1 J I •• ••• \_ I ~ CIWL ENGINffRING DESIGN LAND PLANNING: SUR\IE~NG, ENVIRONMENTAL SERVICES MATCH LINE --- SEE SHEET 2 ••• •CEN~:E Q~:\~, WIDE -_AQUAiBARN SH0R.!·."·SIJ8DIVISl0N ,00 j DBM CONSULTfNG ENGINEERS 502 16n-l STR£ET N.E., SUITE J12 AUBURN, WA 98002 OFFICE (253) BBl-0924 FAX (25J) 887-0925 D'M'l. BY Q(l:'TE .. RJH {:1/14/2001 .JOB NO .-. .;:99012-21 CHKD. BY O.PRICE SCALE 18 =100' SHEET ··)~F 4 • • L_ • 8 SHORT PLAT NO. L99S3019 KING COUNTY, WASHINGTON .:··· _._:· -· s~~l,£~~--s NOTES_ -ii:~U({:: .. ··2'i THE STHffT:~ffS ~TARE REati1Rlo FOR LOT 3 A~.4 ~'tSE B£L~)~~[~I:~~~g :~t~t'~:'-l?~~~t F~A~ :,~N [VALUATlcril 'MLL m.: ;r;tADE IF ADDITIONAL TRE:E:S ARE REQVif<tD TO RE:~tAcr ANY Qt THOSE TRC(S THAT AR£."R[MO'A:II w-:rnt --~~~t~~~Rrt-.~E ~of ~;~l~~~l~~Niif~~r~· .. -·· SHAU BE RE_SPOSIBLE FOR: 'fHE!R MAiNTEN"ANCE . !~~r~t~\5ott~~ Pif:A~D~ist,~;:JIJ~ 1:i[ OWNER Of' LOT 2 tu:MAINTAJN. • ". SANITARY SEVER LINE "f,ABLI=" LINE LEN41fi BEi;-RING Sl ·lOS.96 S88"13'4B'E "' . 200.00 .Sb!"46'12'\J' S3 -· 305.00 ·.·S88"13'48'E S4 : 4<;1.55 S34"55'58'E: · ss 49.42 .: s21·21•u."E'. .:S6 65.69 ·:-sirn~04'£ ·:·s7 <>38 "~4·J6'56"E S8 48.31 sa9•45'27"E s, · ': -111.41 Sl3'48'00"E ., S>O 1ec.e3 so1•31•5c;•.E·' sn 6!.06 ···--s~36'E Sl2 40.62 S29'43'06"E SIJ 100,91 S26"0l'31'E SI< 143.42 S3l'D5'27'E SIS 55.59 S23"28'3:s'E LINE TABLE LINE LENGTH BEARING u 68.3' N84"00'58'E " 6221 N73"10'4B'E '3 40.48 N84"36'0l'E L' 68.54 S81"2<;1'32.'E " 53.'6 N01•48"52"E L6 "''' N70'52'2S'E " 32.79 N31"43'39"E ,. S-..88 N74"23'24'E " '6.'7 S86"23'48'E u, 49.07 N83"20'48'E en 6.17 N24'03'28'E ua 71.48 N85"16'15'E U3 nsa N73"l7'S8'E RECORDING NO. VOL/PAGE L Q. '7' 7 L SCALE: I INCH "' 100 Fl' [IIUI :c = 50' 0 ,o· 100· mo· 200· 250' PORTION OF GOVERNMENT LOT 6 AND -1:iL1/4 of ..filL.1/4, s . ..2,;L T . ..2;LN., R._Q_[.,W.M. ~.00 -·.. --. \ ~~: . '. ·------1 rr=~ I~ ., I, SEE SHEET 3 TO n,c·~RTrlWEST CORN~_,0 .-!'".,_...,·9 --/;;:< i' _· l OFTflEE)/20~11-1(;.i:·.·l/l: ,:: --1---,,..::··._1 / l /' ·-·· ;~f;~'"'.•, / : /:o:,\ / __J~-t ___ I 246~--J I ·/-1 I-l --c.______ I f I \ I -·S2 . , f I / I \ \ ... -/ :/ ... ....=· _ . .-: . .;-.f < -~,>::J ..... _, _____ . ! / .-.----MATCH LINE CCNTfRLINF Of 10 l"/ID[ ------------~~-~~~~~~~flH REC ,_... scr ~rr, 2 or • .-c. I \ , "'-I 1S:·_WIIJ)ING -· _ •• ·, _ I ·; · J I _. >~~:_I~~~~~)\\s:~.:., e -----~~AA•/c~·n,w,· ·· o,· ... ·.·-/: .... ". _ u;:.~,a"\J;:,\,,.\:"\ .{~ f 0.2N&0.2(QrC~NER ·':-i-n:1~·Jr( 43.~' ._. J'le8"J7'09"W .-;:;,,.----80.00' wru. Af (1908070746 Gf}lTIJl1 INF. Of" 10" 'MDE WAITf-:1.<Nf'. f~SO!ENT IU.C NO. 9007050802. SU: Si,ffl 2 Cl-4. ~1-· 8~ v~_-5.c·_:__"'+~,:c ---""'f "-'.",,, c,;'" ---~ ::~~-~--.:i:f2: . " SETB,O..~· ,-._ ~·- l2 L3 /·: ,\;!" ,, v~ '/"' C[tH(RUN[ OF \()" 1'111)[ SANITl>.RY SEWER fASEMFNT / \ \ REC NO. ~0070501!0.;. \ \/"' I I \/"' 1z·::Y .,er. iJ~ _)·:; !t,"'))~;J 1· .. 10cr ,00 I 200 I \ "' ., J \ / Nff46"52"'11' ~ 60.66" -\-/---"' TRJiCf "A" IJOS.6r \ ·:. \ \ \_ .~··\-;· .. ,: /S14 :· \/ -:·\ \ .. ' \ .. .: \/'" .1J05.8;:: ·!'187"-ui'52"W <·.2611.:i..:, •:, ..... £CIVIL ENGINEERING, DESIGN, LAND PLANNING. SURVEYING, ENVIRONMENTAL SERVICES DBM CONSUi. TING ENGINEE'HS 502 16TH STREET N.E., SUITE J12 AUBURN, WA 98002 Off/CE (253) 887-0924 FAX (253) 887-0925 RJH CHKD. BY D.PRICE .. -· og o, ·~ n ;~ ~j,;! ~g ; ;,; '.,;! t! AQUA BARN SH!?~~ suso1~Sl0N DATE a.,},4/2001 SCALE SHEET ,~ ... ,ao· i=i ~ -::99012-21 .;.·fOF 4 ,~ WASHINGTON KING COUNTY DEPARTMENT Of ASSESSMENTS RECORDING NO. VOL./PAGE fiffl.:- Jliii~ ljiB _.: "-"'Nm "'°Jkh,,,.v CT ~.i,~;Jjµ) CITY OF RENTON DEPARTMENT Of COMMUNllY AND ECONOMIC DEVELOPMENT 2.. °1'3/ 2..S2- . · I i : ·' cm av 11EJm1fl.Nli ·. · NO. Ul),,,.JO-,OJ7I ~O'tf'I Pr PARCEL NOS. 23~210 AND 2323059211 ,...~ '-..._ !ffROVEO; '~1: ":-:t\'sP--2013 ah fi:NTON ~IN1STRATOR PORTION OF ., ;,: ,, .. ,· .. ' ,,... . . . ·. ·,,, -Oi1NERS' DfCLARAllON . NE 1/4 OF SW 1/4, SEC. 23, TWP. 23 N, RGE. 5 E., W.M. ·:.-_._ ci 100W H.l PCofli IN~ P!B.NT'S tlttit"'I£:·$: lKlERSQtED B(i«; ~ fl' M ·-::-. THE OWNERS..<.fM IJf() HERmY ~. HEREB'f;OECtME MS 8el.lNDN!V I.Jrf[ •,':: •• _., ADJUSf~NfTO 8E THE:GRAl'+ft REP}tsafTATION OfiJHE BOUNDM'l\lM: M)JUST~PJlk· ·•:,, ,.,,, .. ---~·'HE:REBY. .:· .:··· .-:-· .:·· .. -~ .. - '111TH Tl£ • •• • • "" -llr·· WWITH :a FRE£ ~ NCp: •• ACC()ll[W(:£ ~-JI · .. · ., · ,r5-13····' ACKNOWLEDGMENTS STATE Of WASHWGTON COUNTY Of KINq ss .,-.OATE . ;:: ··,:, .... ··:: •:,., ,,,,, ... - OH mis :z!l DAY Of :f°iJ rQ,_ 2013. BEFORE Mt, THE UHD£RS1CN£D NOTARY PUBU: FOR THE STATE Of WASHINGTOfr,t, PERSO*U.YN'f'fARED TO~K~~ TO er or C£D,l,R RIVER STATION u.c. TliA.T EXECUTE TH£ FOREOOI 1H Uwt , ,IHO ACKNOWLEOOED SAID INSTRUMOfT TO BE Tli( nta: .1HO VOL.l.Mf~ ,er ANO DEED Of SNO COMPiWY FOR THE USES .t.NO PURPOSES THEREIN MamONED .ANO ON O,.TH ,STATED THAT ..Jl:L..l.l.lf6 WIS AUTHORIZED TO f)([CUTE SAID ~- I~ WITNESS WHEREOF. I HAVE HEREUNTO SET !,((\AHO AN~-~lgO ll'f otF1CW.. .S£Al TI-IE DAY Nffl VEAR flflSf,.f CA& -· . .-=::..: ·:. ~~~~°"-·~7 · .. TIT\E." &:""i,;J; . -~ ~ M_'!'.-.'-coMMISSION • I. ; • . ' . '·-~·-': ~-'. _ ...... ,• y .·.•· .·.• . ~·> ·:\= ,.;:'.·_.:-- ,,,,· . -·· .. ,·' EXCEPT!QIW;!.FROM TITLE REPORT j;'",i·::; ::z/ .-.(' :: :: :::::i·::~{__...--··· .-/' ... ·:·-!:;._:_ . 5. SUS4:C'l'.·:Uf"~:-'i..t.sE:MENT FOR ~ ~~ LINES ANO THE TERMS AND C\'.lNl)fl10l,jS JlEREOf GRANltO TO-~ ~ ~ Til£PHONE COMPAN'l', AS CONTMNED w· INSTRlJMENf'.~RDED UNOER: Rt~ NO. '78Q9~3. SAID EASDIENT DOES NOT .,;:.;/:;CT 7-:=:.*°R.-~--~~TION LtHES ANO THE TERMS N40 -:·. CONDmONs: THEREOF GRMTEO TO PAOIAC ~ 9Ell TELEPHONE COMPANY', AS CONT.WED . ~~~~~~1:~~--~~0NOfW> 7. SUSJE6 TO AN ~JIIT rQlt :~*GE ANb" ~--~ THE TERMS AN~/ ful,QmONs Tl:l(R[Of GAANT£0 lO KING.COUNTY. AS Q6NTAIN!O IN INSTRUW£NT Rf:CORDED ~ RECORDING _NO. 9912271705. THE LOClihON Of Sfilti ~ IS OEPICTIJl.-HeREIN. • 8. ~C'f .. m-:-~ ~{ FOR WA~R·:svsm1·· #ID THE J~-ANO ~l(OfTI()NS ~ •. _-:-· ~ 'fu" CEDAR fifir,'ER W,6,llR }lliD SEWER OfSTRICT. AS CONTAINED fN·~ RE~ED UNDER RECORDING 110. 9007050etl2. SM). l'.ASoro(r DOES NOT AFfECT SIJBJtet.:.-pARC(l.S, 9. SUBJECT TO AN ~~-~-NO ~Nm~· TtRMS-, COHOITIOHS ~ BETWEEN OWNERS ~ FUTURE 0"1€RS As. CONT.t.lMED" ·11a, I~ RECORDED (JNb(R 10. ;;~ ;;;;~~~-=-~~1= =4~~A$~{ CONTAINED IN INSTRUMENT RECOROEO ~ REOORCING" 'NO: 8'1121704 I 2: •• :. ,._-: 11. SUBJECT TO WEU.. SITE ~ N<IO R£smicnoNS CONT.NNED 1H I~ REC0RD£D UNDER MCOROINC NO. 7908070740. • •• -·.: •• /·· :::- 12. SUBJECT TO AN EA.SEMENT FOR SlW£R SYSTEM #ID THE TERMS ANO CONOfTIOMS THEREOF : :_ GIWl'TED TO CE~ RMR WA'f(R ANO SEWER DISTfflCT, AS CONTNNED IN INSTRUMEJ,IT RECORW. UNDER RECORDING NO. 9007050803. A PORTION Of THE LOCATION Of SA10 EASEMENT IS · •• OEPICTED HERON. 13. SUBJECT TO AN £ASOIENT FOR \'EHICUl.JcR AHO PED£STRWII INGRESS ANO EGRESS. RONN/AY. SIOEWAU(, STORM ORNNAGE ~. unurES AND l..ANDSCAPIHC I~ AHO THE ·:;.~~~~~208~~~'"5.-·~oCOHT~ EASEMENT IS DEPICTED HEREIN . 1t": 0 SU8JECT TO AN EA.SEMENT FOR GAS Pf'£1..JH((S) ANO THE TERMS ANO CONDITIONS THEREOF _.;:: ~~~~~~5~THE~~~a:-~~ri(r~::f a'::E~INEO •• : : fR:.QM" "INSTRUMDIT OF REC/Jfttl. • _._-:.-15;:SIJBJECT TO SURF"~ WATER ~ RIGHTS MID THE TERMS NCO CONOmONS THEREOF .,{· ._-: GRANTED TO,ffl\l!R" 'V/11..LEY LLC. AS CONTAINEQ. .IN INSTRUMENT RECORDED UNDER RECORDING NO. • .-:· 200J0501002-4.J9. : : _-; . •• ._-: HI. suesi/ro TERMS •. ~~;:-~ Nil> RtsntlCOONS CONTAINED AHO/OR OEUNEATD) ON i~E FACE Of 11-iE SHORT Pl.AT~~ l<lNG ~·-~~ MO. 9003151304. 17. sus:ie:r TO ~NS. CON0010iis. DED1CAOOl6, NOTIS •• 'tAS£M£NTS ·;.o PROVISIONS CONTAINfi> "ANQ/O"R: -OEUNEATEO OH' THE FACF;·."6r THE SHORf" PV.T RECORbEo UNQl!.R /(ING .• COUNTY RECORDING ~-200108.3'1900002. . :: :: • ••• •••. \8:·SIJB,IECT ro AN [.(S~ FJ)I{ STORM ~~E AND 1){~-TERMS ANIS. CONDI~ THEREQi:.- GR.fJffro..:w-ltM:R VM..LEY.:tLC AND vALl:£Y SPRING'S:~:U.C, AS."l;()NTAINCO IN·,,. IMSTRUMENT RECORDED UNDER RECOROlft6 NO. ~2001178;·THE LOCtflON OF SM)' EASEMENT IS OEPICT[tl HEREIN. · •• •. ·., •. • ~. • : • • •• 19. SUBJ£CT TO MATTERS Ol~"QSED Ill' ~.(,flO sa.1.£ (~ WAR~ OEED_:",~; :~~7.o;O~, ~cc:o;:.~2r ~\~~~~ NO. 2120525002099. . . :: • • : ." :: 20. NOT REPORTED HERON. 21. NOT REPORTED HERON. LEGAL DESCRIPTION PARCEi. k LOl 3, TOGETl-lER WITH AN UNOMOEO INTEREST IN TRACT A. KING COUNTY SHORT PLAT NUMSEfl: L99S3019. ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 20010831900002. RECORDS OF KING COUNTY, WASHINGTON. PARCEL 9: LOT 4, TOGETHER MTH AN UNOIIAOEO INTEREST IN TAACT A. KING COUNTY SHORT PlAT HUM8ER L99$l019. ACCORDING TO THE SHORT FUT RfCORDEO UNDER RECORDING NO. 20010831900002, RECOROS OF KING COUNTY. WASHINGTON. ;.~:;. / )'/GENERAL NOTES ···::;,. _.-;-" .. .-:-· 1. LEGAL DESCRIPTION. EASEMENT'S. COVENANTS. CONDITIONS AHO RESTRICTIONS AS SHOWN HEREON ARE raow STEWART TlTI.£ GUM.lrNT'( COMP.AHY SU80MSION ~ NO. G-6329-000003231 O,.TEO ~ 7. 2012. 1H PREPARING , ••. • ' • TM&. 80.IJH()NrY UN[ AOJl..lSTMENT, ESM ~ NOT CONDUCTED AN !NOEPENDENT mu: ••. •" SEARC1-i""NQ~ JS ESM AWME Of Ntf ~ ~ES AFfECTING THE PROPERTY OTHER J· nw. THOSE Si(owN ON THIS BOUHOAB'f"LINE":A.9,,1\JSTMENT. ESM HAS RELIED SOLELY :.-,. UPON THE ~TION CONTAINED ltf'.'SfJO CiRJ'lr!CATE IN REGARDS TD TITLE ···:,.-,.-, •.••. ''IS'SU6:.-TO ~\THIS 800~-~l.JNE .ADJU~tMENT AHO THEREfORE QUAUFlES ..• THE ~'p ~ ANO ~ f!);"}'i'HAT EXTENT. .,-.······=-, .... ,.2.'.·F'Orn,A'rre:Rs P£RT,11i1G ro ~T" OF.i1J·NG COUNTY SHORT PLAT NO. t9~J019. • REFER TO THE ~ SHORT l!'t.i.T RECORQ£6 LINDER KING COUNTY RECORDING NO. .. --········-~1~1-SAID ~ IS NOT •• 0£Rcm> IN OR NfECTEO BY THIS LOT LINE ·{ ·-...... ·:{ ·~ BWU~:t~-:~ su8J£ci'·:~ARCELS AT THE TIM( OF THE SURVEY ~JW-WITH {l:IIS ~."LINE .ADJUSTMENT. , • · :::4. MONU~ usro"" .tN 'THE QQU~E OF THE stiR'v£Y' ASSOCIATED WITH THIS . BOUN,IJARY UHj:. AOJUSJMEl11· WERE 'ltSITED IN THE FIELD IN WARCH Of 2008 • _.,: .. ~~ 0~ N~.- 5 POSTAL ~ AS.!oclATED wmt SUBJECT PARCELS: pMcfi. NO. 2313059210 (PARCEL A Of THIS ADJUSTMENT) ~;ftf·=~~ 15301 IMP\.£ VAL.ll'Y HWY PARCEL NO. 2323059211 (PARCEL B OF THIS ADJUSTMENT) 15355 IIMPLE VALL.£Y HWY 6. ~ Of ~ FOR THIS SURY'EY IS PER KING COUNTY SHORT PLAT NO • l.99SJ019. REOORDED UNDtR RECORDING NO. 200108.31900002. BEING TI-IE BtAR!NG Al.ONG THE SOUTHERLY LINE OF LOTS 3 AND 4 THEREOF BElWEEN A FOUND REBAR WITH PLASTIC CAP STAMPED "LS 40097" AT THE SOlJTH£ASITRLY CORNER Of LOT 4 Nr10 A FOUHO REBAR WITH P1..AS11C C>i' STAMP£0 1.S 4009r AT THE SOUTHWESTERLY CORNER OF LOT 3, HAVING A BEARING Of N 75'41'35" WANO A OJSTAHCE Of 652.22 FEET. ·;~(1~~-;·1~:S£ 1/4 OF SECTION 'i.3 .,.,·.l 23 N .• R. 5 L;.·.w.M. :: . i; ~ .: RECORDING CERTIFICATE ,; · ·. ·. Jl~WIWl~Jtilltlllllll[ll~I ·;; 201~61-1900014 :-:-=·= ~-!ti 1:#) ~ ~e··.~~-n2 .MY Of" OED N ""-"' '. W...sHJHGION. !xiilis DRAWING t-W.4E : 1320\005\008\P-PlAT PLOTS\BLA-01.DWG ._ '"''~," 'j~ ······· .• :~:~:,~?,'.~ :.~. ..-/'' ,/:!' ....... ""!:.:·'· LAND SURYE'IIJR'S CERl1FICA1E I liEREBV CERTifY lt!AT THIS IICJllNlWtl' LtlE ADJUSTMENT IS BASED ON AN AC1WL SORVE'I' DON£ 11"1' ME m Lt«lER lfY DIRECT suPElMSIC»I ANO ™T M 8fARINGS Allll DISTANCES ARE SIOftf CORR£CTLY. TJiE LOf ~ WlLL 8£ STAKED CORRECTI.Y ON TME G1lOIH> AS NOTEO rEREON. @..,,; I 'i'. rE.k _,_L_ P.LS. NO. 46897 ~-)..1-:Jot!> 19911 CONSULTING e N~-~'N'E'tir$ LL~ J..L.C. CEDAR ·RIVER STATION · ~o'tuNE~ 181 S. 333RD ST BLDG C, SUITE 210 Federat Way. WA 98003 www.esmc:iYfJ.com ~::'t!.1cEn,J!;',:r1"9 --... Joo<- 1e1•1~.1 = -flffl llt'..::.: I .:-· , . I DWN. BY . : • DA lE . . JOB.-·.-NO. . DLR ··-l-~!~~-01 I 1_i~o-OD5-~/ Lond Pk:,nnl1'9 --~ CHKD. BY I SCALE I SH~~T ,;, ,,. ~ O~=· WASHINGTON :-1"''·~-~ .. ~'~93-UA .·.· cm.# mna{._;'._ • UO-»-fffl ..-········· 1""'' RECORDING NO. VOL/PAGE SCALE: 1 INCH ~ 40 FT. "' 0 20 40 00 PORTION Of SE 1/4 OF NE 1/4, SEC. 21, TWP. 23 N, RGE. 5 E .• W.M l .. .-' 1/( .. ·,,. ..·n r. <!sir>.,, .... ,,., .. ·. ••• • 1· ·''' :: . '··•·.,.,,...... _,·~•f .... , . ._."I I •· ...... . . rr .:r · ... :-;.:•I -/ ,/;::::::.>··, .. / ..• ,·.····· -----~ ~ N Sft'4J'15" W 2570.70' {ESM. Rl) l 128&.35' (ESM, Rl) LOT AREAS PRIOR TO ADJUS1MENT LOT 3: 54.000 S.F'. +/- LOT 4: 67,4~ S.F'. +/- LEGEND •• DELTA RADIUS ----r:23 CALCULATED POSITION p£R R1 ~-:...,. -~ ... --1 -~ "7" --~ 8 ~---~ . - . I =°""""" --\!!,EASEMDrlT ._ --ij ~ l, 10· STORM -- on 56' RECORDIHC NO. ~ ~ (RIOHT Of I 20040702001178 bi !i ~ w,.,y WIDTH) 0 51,:-w ti' ~ g Z • --2f1 STORM DRAIN EASEW£NT I~ wi g W ~ 1-_::,.-,._R[OORl)IH(. NOS. 8912271~ , u. ~. >, :, .-,..., _: • '.vitq,9105281358 "":::,~il-0 .--~-·::. i'a._t!i:o z ~ &&J~.-, ···:·,:;. ~E~t.~ > io! ·\. lj..•o~ < ._-...... I I._____ a i PARCEL A (LOT 3) ··~ .. ·.· AFTER AOJUSl\lENT 116,423 S.F. +/- 35,031 S.F'. +/- ,._ •. _, .. --·-.. -:;,·s~ :::,:: :7·~ ..... FQUllti RCBM , ".. .':"--. wrnl·~ OP :·.: R • L • e 0 • .. "' . ""' """"' INDICATES DCCEPTIDN NUMBER ON SHEET 1 OF 3 FOUNO REBAA WITH C.W AS NOTED SET REBAA WITH PlASTlC C,P STAMPED "ESM U.C, LS 35142" l<ING COUNTY SHORT Pl.AT NO. L99S30l9, RECORDED UNDER RECORDING NO. 20010831900002 "'-+, z l; I '·'· LOT A • ',...,.~ · ~-:· z . . ; ; 91.42l SQ. n.::t '· ,-_!"'>,. .:f' . :0'. 10' wtDE.-'.sroRM DRAIN ;;;..o ·x ·.· , Sl.OPE -•. ' ..... 8 . ~ NO. 1!91~71705 KING COUNTY SHORT Pl.AT NO. L99S3019 RECORDING NO. 20010831900002 ~~··tS~:=·· :;~ (NO RU[Rf.NCE) ';_._.:. -·· -s:·::-- f"OUNO REBAR WITH PI.ASllC CAP r Sl-0 'LS 21 .. r ._~.._· a ._. ... :· I ~=R£BNI: wrrn ~ C>f,···········-··-: ... • •, N • • ':·: /(""" STM'EO 1.S ~J· , ,·•' @ '·. · .. t.i .o ;;: ft: ~I(): -=,:.... .,.,/X .~r.,_ ,' "',!/ ..,.'!': ~ ~,' - ~· 111: ........ j ~: ;_./ i~ 1305.67' (ESM.R1)' ) __ 22 23 271\26 . __ ;·-. ',, t.::~·-···· _.:-'::··:···_· ... .-/:··· ..... ---i~~Z_ ·1-.. ,,' ..... r--" ro:·SR 169 8'(:S1.18JECT LOTS ~ ~-.1--= -~CQROIHQ ~-2001°':~te.oooo2''···=· ... Z( N 88"13'4r W :wi· 10.00· (R1GKT ~ WAY WIOTH) I '-..1, . ,.,--·-:_.·:·. ----.... , ... ···· -r-----·-~ ····t····> ... , .. ,_.,. SURVEY INSTRUMENTATION ···:c?::,,d. .......... ,,· SUR'IEYING PCRRlRNfD IN COHJUNCTlON WITH THIS RECOAO OF SUIM;Y lSTil.JZEO lliE FOLLOWING £QI.JlPMENf AND PROCEOVRES: 10• TOTAi. STA110N t.WNTAIICEO TO WiNUFACTURER'S SP(Cf!CATIONS AS RtQU1REtl BY WAC-"2-130-100 THRtE DUAL FREOUENCY SUfNE'r' GRADE Gf'S UMIT'S IJTlUllNG RAPIO STATIC ,t,NO POST PROCES-lttHMOJES PROCEDURE USED ; Fl£lD TRAVERS£ AND GPS WITH ~ MEEJlNG OR EXCEEDING THE RfQUIREMEKTS OF WJIC-332-130-090 \ \ESM-JOBS\1320\005\0lle\ORAWINGS\Pl.OT fll.ES\STANOMO Pl~\Bt.A-01.DWG OLD _.::/ ••• _f'OOtre) REBAR wmi PlASTlC CAP ·=·· •:-' -==--· . Jt~ "LS 40097" ·-.Jes.7o, · · f /.'"" 0 3' · ·. · •• ,.:"._, ~ ....... OF ~-=-~ON-.:.:_.:.- "' 'J. • • ..... ~ ... 1'Js• ._:· 6,5 . :7 ·-=·-- :: ~o;.~ .. := ••. , .• , •. ,:.=· .:·. ~::.'~1) ··":._. ,,,•.:· LOT 2:_,-:·· . .. · ·. · · ·1(1NG'. COUNW SHORT Pi:A'f. JjO. ,l99S3Q"19 RECORlllNG NO. 20010831 90000~. PARCEL B (LOT 4) ., . ;: -~ :-:._j~~\ESM. R1:};_·.·--,-,.c.- ----~ 1i1 S7'~·sr w 2011.3-4· (ESM, R1) .:·· -•·.· ---~=·· LOT B 3'.031 SQ. FT.,!: @ " ~ ~ ~ "' l i1 ~ w ;; ,: 0 CONDOMINIUM PLAT OFI z "EMERALD CREST" RECORDING NO. 9605210344 ~~~ ~~4=------, -:;~.:.~:~):: ..... ·:: .... : ... ~:...:.:::. FOUNO REBAR WITH PLASTIC CJ>P STAMPED "'LS 40097" FOUN0:2" 8AASS OISI< IN .l."'4" )l".A':..CONCRETE-.......... MliNIJMtRT SET IN. f.l,SE '-..... .... .... ...,, ...... r,· ,, .• ,....... ::-::-.-:_.::::-:,.·.·.-,:r~~ ~ I . ::: ,f-931 ££lr*'°~~.~. ENGlf~·r~ l~I ci»~Ol~N~~TION Fedefa!Way,WA98003 .·.· .:· ~-- www.eamcfvil.com CMI Engin-,fno --........ ._ Propcrt Manoo--t =--== OWN. BY _-.=·DATE.:· ~·:·'NO. .·. ..... _ ---DlR · ·'ZQl?,~11-16 1~~r CHKD. BY SCALE 1· -~- SHEET ··=·::.2 ").· Of'./2 ~------------------- RECEIPT EG00024883 • BILLING CONTACT Cedar River Station LLC 15355 MAPLE VALLEY HWY RENTON, WA 98058 REFERENCE NUMBER FEE NAME Jaspinder Athwal 20207 105TH AVE SE KENT, WA 98031-1582 LUA14-000799 PLAN -Environmental Review PLAN -Modification PLAN . Site Plan Review -Admin Technology Fee Printed On: 6/20/2014 Prepared Bv: Clark Close TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Fee Payment Transaction Date: June 20, 2014 PAYMENT METHOD AMOUNT PAID Check #175 Check #175 K:heck #175 ~heck #175 SUB TOTAL TOTAL RECEIVED JUN 2 0 2014 CITY OF RENTON PLANNING DIVISION $1,000.00 $200.00 $1,000.00 $66.00 $2,266.00 $2,266.00 Page 1 of 1 ' (() ,._ I I ,__ I I -" ( ) -" I ( ) I O I/ 0 I I I a I I I {-a" I I I I v I / I I a // 0 I ( 0 // 0 / ) ( 0 / '-.. 0 ) '-.. - I 1) POLE LIGHT _,__ 9' I / TRASH 139 SF r--:sFE 1/A1 .1 SITE PLAN 1" = 20' t1· 1 g. 2b· 36• 46• BOLLARD SEE 4/A1.1 TYP ACCESSIBLE . SPACE SEE 5/A1.1 ---,"""-.t__ ,J @ 9 ' "'= 27' ~....,.jf-,,...:...,,...:ct--,.--:.-,-f--~HYDROSEED/SOD LANDSCAPING WITH IRRIGATION SITE PLAN NOTES CD CHEVRON SIGN AND BASE ® CONCRETE SIDEWALK 0 CONCRETE APRON 0 CONCRETE FUELING DRIVE SLAB ® CONCRETE SLAB OVER STORAGE TANKS 0 CONCRETE FUELING ISLAND (TYPICAL) (!) CONCRETE AIR/WATER/VACUUM ISLAND 0 EXTRUDED CONCRETE CURB 0 OIL/WATER SEPARATOR __ -.•.. @ FUTURE DEVELOPMENT @ ACCESSIBLE NON-SLIP RAMP @ ACCESSIBLE PAINTED SYMBOL @ PAINTED STRIPE 4" @ PAINTED STRIPES 8" @ TRASH ENCLOSURE @ LANDSCAPING @ WOOD FENCE 5' HIGH @ EXISTING ROCKERY @ AREA LIGHT 20' HIGH @ ACCESSIBLE PARKING SIGN @ UNDERGROUND FUEL TANKS @ FUEL TANKS VENT PIPES F~ECErVED APR 1 3 2015 C 1•·1 v (~t: ;;~1:t,lT,Qi\1 1 f ·~""' j I:,...,.,.~ c1 :! -& 1\1 ~ . ii i~ >-°'Z ~I z <! °'O 1~ 0 s: ,-..._ ~ZI~ Of-<J:0(!)0 C><{ jl ~ i-I~ Ou U) <! z '-UJr>-o ..j' LL <( (/) w t-<to _J <!) <.:lQ:_JZ ::::> 0 ~' z w <I: I _J ::E o>>~ 0: 0: w "' *I: z ii >o:_J. I-<( w !L z Ii I<!<J:O u--1 uo~1--WCL w z IU ,w s: u L!J 0:: ~~ w L!J 01- 11 z "' 0::- L!J CL Cl) 15 ~I "'°" 1 JOJ lfllE, IIIWIN: PDS atECKEll: RO ISSUE O\lE: 04/10/2015 ( SCALE AS NOTED ) sheet: SPM i \ SITE L CEDAR RIVER STATION VICINITY MAP N.T.S THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BEYLER CONSULTING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. A PORT~ON OF THE SW 1/4 OF SECTION 23, TOWNSHIP 23 N, RANGE 05 E., W.M. FUELING STATION PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN -- r-EXISTING 10' ------ . ,// SEWER EASEMENT 7"-AFN #9007050803 ------------- BUILDING C CEDAR RIVER STAnON -- PARCEL #2323059210 SEE DEVELOPMENT PLANS PREPARED BY ESM CONSUL TING ENGINEERS -·--<a... -.,.. --- ---- -- --- \ Ll ./ .,.--111,95 "-,_ PROPOSED RETAIL STORE (84'x43'} FF= 112.50 VALLEYSPR.INGS,\PARTMEN]'S 15300 SE 155TH PL #2J2305-92D9 I I \ -- E:\-IER-\LD CREST CO:NDO.l\1IN1U:\.1 15·HJO RF IS5TH PL 1.1232978-{ttJOO --------------------------------------------------- 20 10 o .................. ~20====40 SCALE: 1" = 20' CUT: OCY FILL: 2,400 CY (2,400 TONS/ NET: 2,400 CY (FILL) {2,400 TONS) ORIGIN OF FILL TO BE DETERMINED SITE AREAS TOTALLOTB: IMPERVIOUS AREA: LANDSCAPING: PERCENT IMPERVIOUS: AREA TODETIWQ VAULT IMPERVIOUS AREA: 35,031 SF (0.80 AC) 27,321 SF (0.62 AC) 7,710SF(O 18AC) 78% 26,687 SF SEWER ANO WATER UTILITIES TO BE DESIGNED BY THE SEWER & WATER DISTRICT. CLIENT: ENGINEER: SUMMIT PETROLEUM GROUP BEYLER CONSULTING 20207 105TH AVE SE 10314 100TH ST SW KENT, WA 98031 LAKEWOOD, WA 98498 TEL: 253-301-4157 PARCEL NUMBER: SITE ADDRESS: SITE AREA: ZONING: 232305-9211 15355 MAPLE VALLEY HWY RENTON, WA 98058 35,031 SF (0.80 ACRES) CA, (COMMERCIAL ARTERIAL) ,,. ~ w 0 ~ ~ ~ 0 ~ ,,,. 0 f-_, -"' z "' - ;;, :2 ;;, '" " l'J z r:: 0 iJ -~ ti: -ta a: u V, U) s: lU "' 0 0: 0 z ~ (J) t) ~ C'l ~j -.. ~~ rn ".'i ·-~ s:: 11.. i'5 ~ o" cd :e -- 0 :5 ~ ::E z -c LU (!I ~ -;; ~ fc• • "" _J u~ "" ~ > ;LJ 5 t: >-" tJl ~, !Jl :,: "' " ..... !.! jj LU ., !Jl ~ !l. --1 -· 0 (1) -< , (') [LI co () Cl z: :r r1 cu !•j 0 WJ ,.:c • 22 s:: .... ~c !:2 z rn 6 '-_,~ ..... ';;' -, p.. ' ' ('1 t.J "' ' < < ~ s t9 Q. < ~ .... l: ") 2: (/) ~ 0 ..... ~ (\J -J 0 .. I::'. "' lf) I-" :::> .:: ~ '.:' o<S UJ" ~ " :0: (..9 2: Ii ~ (/) 0 "' r::: > ..... ' ~ a::: ~ CJ °' ~ (/) II a ' ~ .. (.'.) 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" ~ . , ·> • )' +I'":' 181-11····~ 3.5 1 ....... , > • • ' . . ' . ' , ... ,. . . ... . • r-111111 CEDAR RIVER CHEVRON SITE PLAN ... 2.<> ' 1 • = 60' rf2· 3b• sb· gb• 1 ~o· SITE PLAN NOTES CD CHEVRON SIGN AND BASE 0 CONCRETE SIDEWALK 0 CONCRETE APRON 0 CONCRETE FUELING DRIVE SLAB ~ CONCRETE SLAB OVER STORAGE TANKS 0 CONCRETE FUELING ISLAND (TYPICAL) 0 CONCRETE VACUUM ISLAND ~ EXTRUDED CONCRETE CURB 0 OIL/WATER SEPARATOR @ CAR WASH WATER RECLAIM TANKS @ ACCESSIBLE NON-SLIP RAMP @ ACCESSIBLE PAINTED SYMBOL @ PAINTED STRIPE 4" e PAINTED STRIPES 8" ~ TRASH ENCLOSURE @ LANDSCAPING @ WOOD FENCE 5' HIGH @ EXISTING ROCKERY @ AREA LIGHT 20' HIGH @ ACCESSIBLE PARKING SIGN RECEIVED JUN 2 0 2014 CITY OF flE}J!'ON PLANNJNG DIVJSJON PROJ: 1303JPA ""'I 303-SP1 DRAWN: RO CHECKED: RO ISSUE OATE: 05/30/2014 >-a::: ( SCALE AS NOTED ) <l z ::E _J sheet: LU SP. I a::: a.. • -- re.;:-· • • • . •!.; "'· l" ..... . .,.,_ . .... -,, -.:,., .. 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T.S THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON T/-IESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFO/!MA TION IS BELIEVED TO BE RELIABLE, BEYLER CONSULTING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT .. A PORTION OF THE SW 1/4 OF SECTION 23, TOWNSHIP 2.3 N, RANGE 05 E., W.M. FUELING STATION PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN - -- ----EXISTING 10 1 ---I SEl!VER EASEMENT · . ~~ #9007050803 --;; I ...,,,_ BUILDING C CEDAR RIVER STATION PARCEL #2323059210 SEE DEVELOPMENT PLANS PREPARED BY ESM CONSULTING ENGINEERS CB~ TYPE 1 \ TOP 110.86 , 12" IE 107.16 (IN-NE) 12" IE 107.16 (OUT-W} ·-- --- ~ ~.,,<_ / c-~-~ SEE CEDAR RIVER STATION _/ ic...--~- DRAINAGE PLANS PREPARED BY -~.::""-'°' ESM CONSUL TING ENGINEERS ---.. __ FOR CONTINUATION OF -........ PROPOSED STORM. STORMWATER CONTINUES TO UNDERGROUND WATER QUALITY AND DETENTION VAULT ' ·-(; / / / ,/ ... .. \ \ D ' CB #6, TYPE 1. -· TOP 111.1 8~ IE 108.60 4" IE 108.77 PROPOSED RETAIL STORE (84'x43') FF= 112.50 ----·-------- D \...._..., '\ f!lJ ~------\ y-J, --"" '-"., z-.. ---\ 111.90-, \ -----'\ '\ I I I I \ I \_ 111.75 CAR WASH TUNNEL (70)49') 111.60 I \ ------------- ' I I --- \ ---------- --- En'lli.RALD CRES'I CONDOlvliN1 U;.\1 15+DO SJ:!'.155TH PL 11232978-UUUV 20 10 0 20 40 SCALE: 1" = 20' CUT: OCY FILL: 2,400 CY (2,400 TONS) NET: 2,400 CY (FILL) (2,400 TONS) ORIGIN OF FILL TO BE DETERMINED SITE AREAS TOTAL LOTB: IMPERVIOUS AREA. LANDSCAPING: PERCENT IMPERVIOUS· AREA TO DET!WQ VAULT IMPERVIOUS AREA. 35,031 SF (0.80 AC) 27,321 SF (0.62 AC) 7,710SF(0.18AC) 78% 26,687 SF SEWER AND WATER UTILITIES TO BE DESIGNED BY THE SEWER & WATER DISTRICT. CLIENT: ENGINEER: SUMMIT PETROLEUM GROUP BEYLER CONSULTING 20207 105TH AVE SE 10314 100TH ST SW KENT, WA 98031 LAKEWOOD, WA 98498 TEL: 253-301-4157 PARCEL NUMBER: SITE ADDRESS: SITE AREA: ZONING: 232305-9211 15355 MAPLE VALLEY HWY RENTON, WA 98058 35,031 SF (0.80 ACRES) CA, (COMMERCIAL ARTERIAL) st M w a ti: !::'_ M 0 " -.. "' a I:; >' z "' ~ " l2 iii 0: Cc 0 z g 0 -~ ti: -fil a: u IQ U) :s w '" 0 "' 0 M z E 0 u C( (I) " '.!.' i·- b) ~:J '" m ro z -•\ ;Jj ~~ ~ n. >i n" ---ro ,_ 0 < '" -·· ;,: --· z [.!) -· ~ w ,. -"'° c::i ~, JJ ~· • :,, '.:.. ...J w" ;Cl ,., ,~ '"' " ::, -->-tri ·~ -· '" s "' De,: . ,,.. z" w z m < \'.I. a·- 0 (J) co 0 0 • i:: ro -p.. -i- 0~ ~. ~:l.l w Cl "' < -? "";.:;: \.; ;,-: llJ i-., """1}, 2:3 U1Y " -0 "" II ' •• ~ l;1 5 0 (/) :c PRELIMINARY JOB NUMBER 13-207 SHEET 1 OF 1 C1.0 JUN 2 0 ?01i! CITY OF !!i''ITOJ~ PLAfl.JNlhJ(..:; i'l!"" ".l()f\J .~ :E ~:,: ~ ~ <i, 0 .. ' ,ii' 0 _:'.; 1! .ll " O 0 a. n. ., -/ gJ ::;: 0-< '<» ,_ " .. "' m w ,..., . - "' 0 CN 1!. "-.. / r, <D N E, m ID ?'"U -:." :J ---~... ----------- 1'.J{f~;~fi?I\c,,:::--- . ·:·:-":: ... :-:-;:-:-:-::~~-:-:;.:-·.:"" ::' ..• BLDGB ·-··················-·······-............................ .·:::_•_•_:· ... . ........ •: ............. . ·::::-:-::·:' -:::-:-:-:-:::-:-::-:::-:-:. :-:::-. -:-:-:-.~------. ::::::::::: I I .. ' .... ·.·.·.·::.~·-·::.·::::.:·.-:::.-.-.-.-.~·:.~·:.:·:.-::: CB {f2 SEE SHEET SD-01 /LOT / Ai / CB #1 SEE SHEET SD-01 CB (17 SEE SHEET SD-01 > I -- I I I ------ BLOGG DOWNSPOUT, (TYP.) ~ CB #8, TYPE 1 N=5233.65 E=4718.17 TG=110.48 IE="I 06.81, IE=106.81, 12"¢ E 12"0 W D A PORTION OF N.W. 1/4 OF THE S.W. 1/4 SEC. 23, TWN. 23 N., RGE. 5 E. -- - ·-.. '-,_ .----~---. --. -' . --.. -::,· ---' -----,,:;,,. ' -----J' !:,·p ~ \-;".-t:!'··----' \' 1-•-:\--. " -- i \\ ..;, ------------. "''"'""_f ~ ! •sr.,_,.,_c j tr , ~} --.._ e ·,""",1""J.,~ >t' -._ # , ;1 _ i:'.•-1fc;• .. ,,,~ ,, \CB #12, TYPE 1 N=5358.95 1 E=4862.25 1 TG=110.86 / IE= 108.02, 12"¢ S ?""h,, 1' I l ; ,: ,> , t -,\ l 1 1·-- -..,'-----"-;:--''-------, I'·- , CB #11, TYPE 1 '·-· :::: •. t, N=5312.86 J E=4844.61 --,'1-,Ljl TG=110.51 ' I IE='I07.77, / IE=107.77, j I IE=108.27, 12"¢ N 12"¢ S ... __ I 'f ;Et; I I # I I u J 1· (, ,r l. // ff : /I /; / N • ;,--rt I/ J II •,.f U-'·,} ff ,,'' ",:, .. ,-"} ii , \ {} I I 6"¢ W /7 '-' (:t·c ,oe if I ' ' " ,, 1·' { 10."'I 1~ r-A· ll\, • LOT B ,!1 \t I rl7t /I /J \o. 1. CB £10, TYPE 1 If . '\., 1F N=5241.52 fl · ~-E=4826.93 II f _ _-ftl__-1.r-z£1--1TG=111. 16 _ \ ;) zp IE=107.40, ~"...cc:/y .-;,:;~''r IE= 107 .40, .~'" IE=107.40, 12"lll N 12"¢ E 12"¢ SW --- .... _ r1 I~ -., , .. ... - ·-... "-·STUB FOR FUTURE CONNECTION N:5230.655 E:4869.530 ... "'• --- -·-- --- -.. ---- -.. ·---- ·-.... N:5382.790 E:4932.046 IE=103.69, -- ·- I I I I ---- ··- I I I I 1 . IE=107.62, 12"¢ I I ---....__ / ,. 44 LF, 12"¢ SD II @ S=0.50% ( I/ li'""' ,,. I ' t::::.:_., 4 / ! ' --• f, if r ' , ~::::~ •. ;:·~) :J 1.h._,.._,:.o,.,_ I ,I l f , .. _ .:::-· I -~~-~··, s-.,,-_j_ l , I / .ii~--~;.::,-; / ./_1, ... -.,""'1. I / ----. , =•c· ·-~--~~ L, .. ,,,~~,;f' /I ff " '·''Cc,-.1___ ff .._ '"""'" c,,_,,rI4~ 'I h J I D D --.. ·-.... ·-.. .. ·-·- ·-. -. -·-. ·- --., ... ·-. ---~ ·-----. . . ' ··--·------ "•. --~-- ... -----·- ·-. - ' .. --· I 5' EASEMENT REC. NO. 9412081041 VEHICULAR AND PEDESTRIAN ___ INGRESS AND EGRESS, ROAfJWAY SIDEWALK, STORM DRAINAGE IMPROVEMENTS, UTILITIES AND LANDSCAPING IMPROVEMENTS (TO BE VACATED) RESIDENTIAL I ' i n SCALE: 1" = VICINITY MAP NOT TO SCALE f~ECEIVED JUN 2 0 2014 CITY Of 1?!:N'fON PLANNING DIVISION CHECKED TO CITY FOR COMPLIANCE STANDARDS Date Date Date REVISIONS NO. OESCRt?TJON/DATE BY - E 0 0 • ·-> ·-0 E !I) Q,l • ;t: ;t: ;t: a: <( 0 LU (.) "' C ·c ~. . " c• ·-0 "'"' C "' " :;: .0 .~ J ()Q. JOB NO.; 1320-005-008 DWG. NAM£: S0-02 DESlGNED BY: LGB DRAWN BY: CHECKED BY: DATE: DATE OF PRINT: JJH 06/27/2013 SD-02 11 OF 1 7 SHEEfS • 0 ~n.~-------------------------------------------------------------------------------------------------------------------------------------------------------------------....11 ----~----··-·-····-----------" ___ .. ______________ _. .. -, .... _._ --~--··-----.. ·------------·-·----,------------------------··-··--·------------------~----· --------------------··------·----·-·--, ---------------- (. ------------------------------------------------------------------. --------- PLANT SCHEDULE SYMBOL QTY. BOTANICAL NAME/ COMMON NAME TREES -DECIDUOUS 3 BETULA JACQUEMONTI 11 JACQUEMONTII BIRCH 5 CERCIDIPHYLLUM JAPONICUM I KATSURA TREE 4 PRUNUS CERASIFERA 'CIPRIOZAM' / CRIMSON POINTE PLUM TREES • EVERGREEN 8 CHAMAECYPARIS NOOTKA TENSIS 'PEN DULA'/ WEEPING ALASKA CEDAR 6 CHAMAECYPARIS OBTUSA / HINOKI CYPRESS p1-·· 6 PINUS FLEXILIS 'VANDERWOLF'S' / VANDERWOLF'S PYRAMID LIMBER PINE SHRUBS ct-37 ARBUTUS UNEDO 'COMPACTA' I COMPACT STRAWBERRY BUSH ® 21 AZALEA 'EVEREST' / EVEREST AZALEA Qi 25 BERBERIS THUNBERGII 'MONOMB' / CHERRY BOMB BARBERRY ~ 25 BERBERIS THUNBERGII 'ROSE GLOW'/ ROSE GLOW JAPANESE BARBERRY '~ 29 CHOISYA TERNATA/ MEXICAN ORANGE ~ 38 CISTUS X HYBRIDUS / WHITE ROCK ROSE G---6 COTINUS COGGYGRIA 'VELVET CLOAK' I VELVET CLOAK SMOKE TREE Q 25 PIERIS JAPONICA 'FLAMING SILVER' I FLAMING SILVER JAPANESE PIERIS 8 36 SPIRAEA JAPONICA 'GOLDMOUND' I GOLDMOUND SPIREA Q 10 SYRINGA PUBESCENS PA TULA 'MISS KIM'/ MISS KIM LILAC GROUNDCOVERS 1250 SF ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1635 SF FRAGARIA 'PINK PANDA' I PINK PANDA SAND STRAWBERRY 100 SF SEASONAL COLOR -BY OWNER SITE CALCULATIONS Perimeter Landscape Area = 7,695 sf Interior Landscape Area = 320 sf SIZE SPACING, CONDITION & REMARKS 8-10' HEIGHT B&B, MULTI-TRUNK (3 CANES), EVENLY BRANCHED 2" CAL. B&B, BRANCHED@ 5' HT. (STREET TREE QUALITY) 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) 6-7' HEIGHT B&B, NURSERY GROWN 6-7' HEIGHT B&B, NURSERY GROWN 6-7' HEIGHT B&B, NURSERY GROWN 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O,C, 5 GAL. CONTAINER FULL FOLIAGE, 36" 0.C. 5 GAL. CONTAINER FULL FOLIAGE, 42" 0.C. 5 GAL CONTAINER FULL FOLIAGE, AS SHOWN 5 GAL. CONTAINER FULL FOLIAGE, 30" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 1 GAL. CONTAINER 24" O.C. 4" POTS 18" O.C. Total Landscape Area Provided = 8,034 sf - • -- (150sl) Landscape Plan CITY REVIE -NOT FOR CONSTRUCTION FRAGARIA 'PINK PANDA' / PINK PANDA SAND STRAWBERRY • <.D -PINUS FLEXILIS 'VANDERWOLF'S' I VANDERWOLF'S PYRAMID LIMBER PINE ARBUTUS UNEDO 'COMPACTA' / COMPACT STRAWBERRY BUSH r:::J.,.-CHAMAECYPARIS NOOTKATENSIS 'PENDULA' / ,,.,..._ WEEPING ALASKA CEDAR 0 N 7-ARCTOSTAPHYLOS UVA-URSI I KINNIKINNICK • 'Sr L{) • N N • ~ 0 z CHOISYA TERNATA/ MEXICAN ORANGE COTINUS COGGYGRIA 'VELVET CLOAK'/ PURPLE CLOAK SMOKE TREE ___.--FRAGARIA 'PINK PANDA' I PINK PANDA SAND STRAWBERRY ---- -----BETULA JACQUEMONTII / JACQUEMONTII BIRCH RECFIVED JUN 2 0 2014 ,;;ny (Jf il~Nl'O~J STATE OF WASHINGTON REGISTERED . .• LAND.S?&APE RCHIT~CT · . ' , ... ·-~" 2(_..,., ... ~-~---·. '/·'1' .·). !~_,, .. ,-~l .. ,~,,.,. ·' -. <:.. ·~~ .... --• ' ' ~~: ~ i ~ ' .... ' ', ' .. -· . e 1 . ta ().· · ·.. . .. · . - z u..J 0 -J -f- ::J ~ 0 V) a::: u..J u.J :c > -u a::: '° 1./') 0 V") a::: 00 °' < ...... u ~ o?.S 0 'lJ ...... ·- u.J ..c: c:: u 0 u .... <( -z c:: • ~ f-e,O :s ,_ < :::, l'o' ..Q s: C ..c:: z 'lJ of; --·-0.. 0 0 :c .... G> -'lJ f--u..J e,O -Ol ~ 0 > 0.. i::.:: cu 0.. ~ Ol V) ~ V) 1./') 1./') < N 1./') -V") C,J 0 z z 0 a::: :s > u.J :r: u REv1s 1 0N PlANN!NG D!V!SION NO. Dote By SCALE: 1 ";20'-0" 0 10' 20' 40' ,___,_1_,7 June 2014 KBR ev to Plans er .---...-., i'ty-Comine --ts ---, -------------t----i Sc,le 111 = 20 1-0 11 Uc.sii,,:;r Sheet No. LAFW Pa()j«:t ~fam,,ter L-1 KBR PriaciKBR Da:< of 2 Sheets 19 Ma 2014 Pha,~ Desi n Review Submittal r,oi,;,trw. 14022 - ------------. --------------------------------------------------- PLANTING REQUIREMENTS: GENERAL NOTES: A. Plant material list submittal: within 30 calendar days after receipt of the notice to pror;eed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addresses and telephone numbers of all plant material suppliers and growers. 1.A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. 1.B. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the asns. 1.C. Submit a project installation schedule, coordinated with the proposed soil am,inding and planting schedule to the landscape architect or owner for approval at least 30 calendar days prior to start of work under tllis section. B. Substitution, of plant materials will not be pennitied unless authorized in writing by th(1 landscape architect or owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the landscape architect or owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Plants shall be subject to inspection and approval by landscape architect or owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give landscape architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. D. Coordinate work with other trades as required. E. Locate all u, 1derground utilities prior to commencing work to avoid damage to buried pipes and cables. F. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The contractor shall pay for any such damage at no additional cost to the owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the public from injury or danger. PLANTING NOTES: 1. Verify bedlines and plant layout with landscape architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, Immediately notify the owner. 3. Substitutions or changes In materials and placement shall be made only after written change orders are accepted by the owner. 4. lns!all protective fencing for on site existing trees and vegetation to remain, and plant material located on adjacent property prior to commencing work. The critical root protection area of all trees to remain has been established as a 1' radius of protection area for every 1" of diameter measured at 4.5' above grade, or the tree drip line, whichever is greater. Locate tree protection fencing as indicated on plan. Fencing is to be installed with stakes driven into the ground, not mounted on cinder blocks. Signage shall be affixed to the fencing that reads: 'No Entry, Tree Root Protection Area'. See existing tree and vegetation protection detail for additional information. 5. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1) General Soil Requirements: The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. The topsoil layer shall have an organic matter content of 5o/, dry weight for turf areas, and 10°/o dry weight for planting beds (typically around 20-25% compost for turf areas and 35-40% compost for planting areas). The soil portion must be 75-80°/, sandy loam for turf areas, and 60-65°/o sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf areas, 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with acid-tolerant or native plantings. 2) Requirements for Amending Existing Soil in Place: Turf Areas -Place and rototill 1. 75 inches of composted material into 7. 75 Inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 inches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Planting Beds -Place and rototil 3 inches of composted material into 6.5 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 iches. Subsoils below this layer should be scarified at least 4 Inches, for a finished minimum depth of 12 inches of uncompated soil. Do not scarify within drip lines of existing trees to be retained. --l-f------112" Dia. Black Rubber Hose (Typ) /f+-----12 Ga. Wire, Twist to Tighten ,----:1-----2;=;,"_______ • 2" Dia. Tree Stakes (Typ) I -... ----tt-----Tree Wrap as Specified to First Branching. ~-----Remove Burlap and Twine (and Wire Baskets) Off Top 113 of Rootball r----2" Mulch Layer Feathered Away from Trunk r-3" Water Basin i-,""llf=I-/°'-_ I ~--Curb & Asphalt , · ' [." -c_ ,j '-Root barrier 4' to 5' dia. Ring (see note) u •-•--_---_ I .-_ _-, '-'---' -_, , ;:' __ . ~ "--,.{-Break Sides and Bottoms of Planting Pit 1', .5 -u.1111) 11111 r 111-j:.ll!c-ll I ~ to Allow for Root Penetration ~ 2 ~--+-' =i 11 11=11 , I I I=' t---~ Planting Mix as Specified ------Compacted Soil Base 2X Min. Dia. Rootball Fertilizer Tablets as Specified NOTES: 1. Plant Tree 1 Inch Higher Than Depth Grown In Nursery. Tree Pit Shall Not Be Less Than (2) Times Diameter of Rootball. 2. Rootbarrier Shall be 12 In. Deep and 8 L.F. on Each Side of Rootball Adjacent to Curbs and Paved Surfaces. 3. There Shall be a Minimum Rootball Diameter of 10 In. Per Trunk Caliper Inch as Measured 6 In. Above Rootball. Tree w/Root Barrier Planting Detail (Not To Scale) 3) Requirements for Applying Imported Topsoil: Turf Areas and Planting Areas -Scarify or till subgrade in two directions to 6 inches depth. Entire surface should be disturbed by scarification. Do not scarify within drip lines of existing trees to be retained. Place 4 inches of imported topsoil mix on surface and till into 2 inches of soil. Place second lift of 4 inches topsoil mix on surface. 4) Requirements for Reapplying Stockpiled Topsoil: Turf Areas -Reapply stockpiled soil and rototill In 1. 75 inches of composted material for a combined minimum depth of 8 inches of soil and compost. Planting Beds -Reapply stockpiled soil and rototil in 3 inches of composted material for a combined mimimum depth of 8 inches of soil and compost. 5) Within Stormwater Systems -On-site sail mixing or placement shall not be performed if soil is saturated or frozen. Total amended soil dopth shall be a minimum of 18 inches. Mix all soil amendments uniformally throughout the rain garden soil section. Amended soil shall be placed in horizontal layers In no greater than 12" lifts. Allow soils to compact and settle naturally. Areas can be watered after each lift is placed to speed settling, but should not be wetted to saturation. Until the upstream catchment area is thoroughly stabilized, flow diversion and erosion control measures must be installed to protect the bioretention area from sedimentation. 6) Rake beds to smooth, clean and remove all rocks, roots and debris over 1 inch in diameter. Water or roll turf areas to compact soil to 85 percent of maximum. Finish grade shall be at least 3 inches below adjacent hard surfaces for planting areas to allow for application of mulch. Finished grade for turf areas shall be at least 2 inches below adjacent hard surfaces. All planting areas must be mulched with 2 inches of organic material. 7. Plants shall be pit planted with a 50150 prepared mix of native soil and topsoil mix. See planting details for depth and staking requirements. 8. Fertilize all installed plants during backfill operations with organic fertilizer as recommended by manufacturer. 9. Mulch all planted areas with a minimum 2 inch (2") depth of medium fine bark mulch. Finish grade of mulch shall be one inch (1") below top of adjacent hard surface. 10. All plant material to be nursery grown stock and arrive on-site in a healthy, vigorous, well branched, disease and insect free condition. topsoil mix 12" greater than Root ball width Conifer Tree Planting Detail (Not To Scale) CITY REVIEW ..... NOT FOR CONSTRUCTION 11. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material at finish grade and feather bark mulch away from base of plant. Water plant pits thoroughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 12. Provide landscape maintenance immediately after planting and conlinue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 13. Inspection and acceptance: the owner will make an inspection for substantial completion of the work upon request by the contractor. 14. Replacement of plantings: remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or landscape architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season, All replacement plantings are then to be under re-instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additional plant material. 15. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within five(5) [(four(4) in King Co.] linear feet of any paved surface. Deeproot universal barrier #ub18-2 (or approved equal). Install per manufacturer's recommendations. Warranty: The warranty shall include replacing and planting the same size and species of plant material, as shown on the landscape plan and that has been designated, by the landscape architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or others. All plants replaced shall be re-instated under these plant guaranty conditions. Fertilizer tablets quantity ---\ per manufacturer's · recommended application rates ----2" layer mulch feather away from trunk basin / 1 I mix---- •remove all treated or nonbio-degradable materials Cut and remove bu~ap from top 113 of ball or completely remove container* Shrub Planting Detail 2" layer mulch feather-" away from trunk 50 native & 50 topsoil mix Fertilizer tablets quantity per manufacturer's recommended application rates (Not To Scale) '~ Use knife or sharp blade to cut through bottom half of root ball. Butterfly rootball to bring the root system closer to the surface. \ I \ ~~ 0 0 r~-%( ,-;§> ·Ii' :o~ 9$ ;:j ~ ; l),· ~ O"-~ 'ts~ /o'\;~'.d'f~-·;";'o\ /o\ \ac/ -0 0 0 Groundcover Planting Detail (Not To Scale) V') ....J ~ u.J 0 ~ V') u.J I- 0 z u.J 0.. <t:: u V') 0 z :s No. z 0 -I-~ V) 0::: r..u > -0::: er::: <: 0 r..u u I-<: z 0 -I- ~ V) V) < G z 0 er::: > r..u :c u REVISION Date e------t------------ '° V") 0 00 °' ...... u ~ (I) ...... ·-...c ,:: u 0 .... <( -,:: <l) • i:,::: ~ • ::; C, .0 "' s: i:: ..c (I) or.., --0 ::c .... ~ <l) (I) -w, -"' ~ > V c,_ "' 2; V") V") N ,,., - By ------f------------j--------, !i<'le AS INDICATED 5hcet No. ?"·'J~,t Manil!,d KBR L-2 llak 19 Ma 2014 or 2 Shi.:cls ro1.1e Desi n Review Submittal ?"*'t t>o. 14022 --------·--- =~ I "' -. '" " . . , -0 .. I if! fJ " "f :§ %~ ~ i g n -/ "' :,; l'l "' 'l'- 1 "' " .. "' ., w <~ "'o C N :;:,., w" E 'c'_ . "' SDCB FND R&C LS 40097 A PORTION OF N.W. 1/4 OF THE S.W. 1/4 SEC. 23, TWN. 23 N., RGE. 5 E. AQUA BARJ\l AP J..\F{TJ'vJE'.J\l-rs \ I \ i ' '. ' n SCALE: 1" = 40' ~~ 40 20 0 CONTOUR INTERVAL= 2' LEGEND cos (J + ©sc • SANITARY SEWER MANHOLE SANITARY SE\'IER CLEANOUT STORM DRAIN MANHOLE CATCH BASIN LUMINAIRE POWER POLE WITH DROP LINE AND TRANSFORMER POWER POLE LANDSCAPE LIGHT SIGNAL CONTROL BOX SIGNAL POLE TELEPHONE MANHOLE SIGN DECIDUOUS TREE WATER HOSE BIB SET PK SURVEY NAIL FOUND BRASS CAP FOUND REBAR WITH CAP NOTES 5' EASEMENT REC. . NO. 9412081041 VEKICULAR AND PEDESTRIAN INGRESS AND EGRESS, ROADWAY SIDEWALK, STORM DRAINAGE IMPROVEMENTS, UTILITIES AND LANDSCAPING IMPROVEMENTS (TO BE VACATED) o.oo'N o.oo·w FND R&C LS 40097 THE BOUNDARY SHOWN HEREON IS PER & HOLMBERG, INC. PROJECT NO. T.L. 232305-9210,9211 DATED 6-11-07. BAIMA IMPROVEMENTS AND ELEVATIONS WITHIN THE RIGHT OF WAY OF SE RENTON MAPLE VALLEY ROAD (SR 169) WERE LOCATED DURING THE COURSE OF A SURVEY BY ESM . CONSULTING ENGINEERS IN JANUARY OF 2008. IMPROVEMENTS SOUTH OF SAID RIGHT OF WAY WERE PROVIDED BY OTHERS. CHECKED FOR TO CITY COMPLIANCE STANDARDS Date Date Date :::,. ·-/] iii 0 ~~L-----------------------------------------------------------------------------------------------.... -------------------------------------------------------------------....1 -----------------.. --------------·· -------·--_,, _________ ~,·--·"'·---------------------·--···-·----·····-' ---·----·--·---------~-----------'----------------------------- REVISIONS NO. OE'SCRIPTION/DATE BY i:.: z o- <(~ 1--0 zo oO O 0 >-0 ~ IY E 0 () • ·-> ·-() E Cl! Ql • 3: 3: 3: z 0 1-- <C r Cl) a: w > cc a: <C 0 w 0 z ::s a. 0 :!!: w Cl Cl z <( (/) z 0 -1--Cl z 0 u (!) z tn -rj JOB NO.: 1320-005-008 DWG. NAME: EX-01 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY; DATE: 06/27/2013 DATE OF PRINT: EX-01 2 OF 1 7 SHEETS GENERAL NOTES: CHEVRON HALLMARK -WHITE METAL PANEL -METAL PANELS: AEP-SPAN, PRESTIGE, 1 • REVEAL. COLOR SIERRA TAN , I I '--BLUE STRIPE WEST 1. THIS CANOPY IS CONSTRUCTED OF: a.) LIGHT GAUGE PREFINISHED STEEL PANELS b.) LIGHT GAUGE PREFINISHED ALUMINUM COMPOSITE PANELS c.) PRIME COATED STRUCTURAL STEEL SECTIONS d.) CONCRETE MASONRY UNITS COLUMN CLADDING ' 0 I • ... • 0 I • BLUE METAL PANEL -WHITE METAL HOOD -METAL PANELS: AEP-SPAN, PRESTIGE, 1" REVEAL. COLOR SIERRA TAN • • -- a [) 1 O" SQUARE STEEL COLUMNS -~ I I ' 0 I • ... SOUTH ELEVATION IMILAR NORTH CANOPY ELEVATIONS 1/8" = 1 '-0" [) [El n [El 20 GAUGE EMBOSSED DECK PANELS WHITE (WH-835) u ... ill • • [) D. ~~~CMU VENEER • • -- [) ~ [) [) "'--TYPICAL RECESSED LIGHT FIXTURE • [) , A lrHI+---a a a ' 9 • I() - [El [El II) [) [) -~ . ·• ------·-----------. ----.. -.--- [El [El [) [] [) '-PVC DOWNSPOUT LIEADER IN COVER CONTINUE DOWNSPOUT DOWN IN COLUMN INTERIOR, EXIT BELOW GRADE FOR CONNECTION BY OTHERS. TYPICAL ALL COLUMNS REFLECTED CEILING PLAN 1 /8" = 1 '-0" 71 '-o•I 11 '-6" 24'-o" 24'-Q" 11'-6" ,-----""-,~---- 1 • • st ;-• • • .. I I ~ I I J I -------------, I :'.; I +-----+G a a I I I ' 0 I I() - 1 3· :r I I I TYP " "' I I +----'---l-G I I b I I ~ I I ;-I I .~~.-""-+ ~ . . . . I ~~-L _____ ... _'~-----~------------~ CANOPY AND ISLANDS PLAN 1/8" = 1'-0" i l l .. EAST SUPPORT FRAME CONTINUOUS HAT CHANNELS MINIMUM 2 WHITE STEEL DECK · / WITH 3" RIBS I -·~··· .,,_ I ' <O 8" ' <O I ' 0 I "' ' <O .,.,i--METAL PANELS AEP-SPAN, PRESTIGE 1" REVEAL, SIERRA TAN • 0 I st ..,+--WHITE ACM METAL BLUE STRIPE @ ;;~~s~~ .. SIDE SECTION SUPPORT FRAME\ • co I • <D METAL PANELS AEP-SPAN, PRESTIGE 1" REVEAL, SIERRA TAN WHITE ACM HOOD CONTINUOUS HAT CHANNELS MINIMUM 2 BLUE LED 6" ROPE LIGHT ---<lo-I--'--+-....+ WHITE STEEL DECK WITH 3" RIBS NORTH ONLY ' <D 8" • 0 I • "' 1'--BLUE ACM PANEL @ ;;~~s~~ .. FRONT SECTION ---------., ---- RECEIVED JUN 2 0 1014 crrv Of r,ENTON PlANf\JlNG D!VISION \ PROJ, 1303JPA Rl£i 303 A6.0 """"'' RO Ct£CKED: RO ISSUE DATE: 05/30/14 >- fr'. ( ) <( z SCALE AS NOTED -:E -_J SHEET: LU A6.0 a:: CL .• . ,- CMU ---...__ (5) COURSES__, CMU (2) COURSES__, CMU SIGN PER SEPARATE PERMIT --~ METAL PARAPET FLASHING ---, PAINTED CANOPY W/---~ CABLE SUPPORTS WALL LIGHT __, TYP. (2) COURSES~ CMU B NORTH ELEVATION (5) COURSES__, CMU 1/8" = 1 '-0" B SOUTH ELEVATION 1 /8" = 1 '-0" • ... I . ~ C ,--METAL SIDING A 1 '-4 i; 6' -o" SPLIT FACE ---,,-i-+.-----i CMU, TYP. 1 1 -411 SMOOTH FACE CMU TYP 6'-0" SPLIT FACE ---,,,-+--i-,----i CMU, TYP. SMOOTH FACE CMU TYP --fA 0 Lu • 0 I • "' ' <O ----+• I 'f CJ) ' . ~ <O (0 I ~ "' ' ... I "' ·, i I 84'-o" ~~----------------------------------------------- STOR. I I HALL I I COLORS @ NUTMEG ® CAFE AU LAil © CHILLED WINE ® MOCHA ·---~-, .. --''• ---~---~-. BEER fAVl RETAIL DISPLAY I I FLOOR PLAN 1/8" = 1'-0" (2) COURSES--' CMU (5) COURSES__, CMU I I SA\LES/ u~ l_ L----------, ' I '----------.J ,-----, I I I I L _____ ...J 1 '-4" r---, // r __ ...J ( / I ( CASHIER I I I I '.- •. 6'-0" SPLIT FACE ---,,,-+--i-,----i CMU, TYP. SMOOTH FACE CMU TYP WEST ELEVATION 1 /8" = 1 '-0" 8 --<A (2) COURSES__, CMU (5) COURSES__, CMU 11 -411 6' -0" '-+---< D SPLIT FACE---,,-t---+---oo-l CMU, TYP. SMOOTH FACE CMU TYP EAST ELEVATION 1/s" = 1 '-0" • ,, <.......< ' ' ' ' --''""'---'----" -·" -~ •,'" iB I I I I ' 0 I ' ' . -· . ' , ... "' ..,. RECEIVED JUN 2 0 2014 CITY r)r REi\lTON PL/\i'~t.,,;G DIVISION l>J, 1303 ALE, DRAWN, PDS CHECKED, RO )-ISSUE DAlc 3/17/2014 cc:: ~ ( SCALE AS NOTED ) :i -..1 sheet: w cc:: A2.0 Q. 5•..-0" CONC. APPRON----1-~ 8" 3' -6" 8" CMU, lYP. ---' PLANTER CONCRETE WALK 15'-o" PT 4x WOOD BUMPER 1 O' GATE LEAF SLOPE CONCRETE SLAB (SMOOTH FINISH) 6'~ CONC. FILLED STEEL PIPE JAMB ,,--lYP. PLANTER TRASH ENCLOSURE PLAN 1/4" = 1'-0" -~ -=-- -- -- ------ , ~ WEST ELEVATION 1/4" = 1'-0" SOUTH ELEVATION (NO. 1/4" = 1 '-0" BUILDING -- i l;j "' (.) z 8 A ;. I ;.. I LO - OH) ' 0 I • 0 N ~--(A EAST ELEVATION 1/4" = 1'-0" ' 0 I "" ' 0 I • .... ~ I • - 96'-8" 58'-0" 38' -8" 21'-9" MECHANICAL I I ' co I ' co I • "' • co I - 16'-11" CASHIER ) 1-----fl ' 0 I ... - ' .. •. ~2Zi7,ZZ:ZZZ:ZZZZZZz)i:zzzfz:z:z .. zzzZi .. :z.~. ======I:"'+----~ ,. " .. . .. . . ' : . . , .. .. ,n .. ··· .. -•' •' , .. · · ··.··· CARWASH · . . : . .. I I @ · . ·· .. -·· ·· ·· .. ·· .... ····.,... .. __ ,···· ... ·· ... -··; ',·· ,'•. > •• ·, .• ,• •• • • • •' I ,, ., ... :, .,a' ,• ·, " •, '• ·· ~ ·· __ ... : .. ···· _ .. -·: __ ·~o·· · , o , · .· -.. -;· .· ·• l .-.. ~,-0:::: ..... ,· . . .• .. . .• ) .. ·. " 1i,....---------=-======-=======-l--=----t+=,aa....;..;..;....;...,."-l--''-¥1'~========-rl ··. , .. ' ,. ., :, N ' N I LL! • •, .. •,. ' ... 'I":'". ' :, -co ...J ' '--...-,-.....,..,..,.._..,.+ ., ~ " .. ... " .. ,' 11 11 11 11 11 11 11 11 11 11 11 11 ,. •' ., ,., ,··· . . ' { . .. . ,· .. . .. t ' : .. II ,, •• ·' u , . ,. , ··" , -~ .. -7'.-1 -: , . ',• ! •', ,, ... .. -+--~ ··. . .. ' .• .· la;==!J,,, , · ·· ·ixr ... ', ,' " ' ",, ·::-;· ) ,. .. .. ,n; . 8" 70'-0" CLEAR 71'-4" CARWASH PLAN 1 /8" = 1 '-0" METAL PARAPET FLASHING PAINTED METAL SIDING DRYVIT PAINTED ' CMU PAINTED B A •' .• . .. . ,' B" ' 0 I "" ' 0 ---~ I • "' -' ... I • .... · . • ' co 0 I • "" 25' -4" ... ~ ·-' ·. ' ; ·,·• ',• \' .-· • co I • N "" (2) COURSES__, CMU (5) COURSES__, CMU WALL LIGHT __, TYP. (2) COURSES__, CMU (5) COURSES__, CMU I \ WEST ELEVATION SOUTH ELEVATION 1/8" = 1'-0" COLORS @ NUTMEG @ CAFE AU LAil @ CHILLED WINE @ MOCHA 1 /8" = 1 '-0" --<A -IA (2) COURSES__, CMU (5) COURSES~ CMU EAST ELEVATION 1 /8" = 1 '-0" 1 '-4 .. 6'-0"'-+--! D SPLIT FACE----t-t...,.____,,_, CMU, TYP. SMOOTH FACE CMU TYP B (2) COURSES___, CMU NORTH ELEVATION 1 /8" = 1 ·-o" B @>-~~ ~~ <D "' ~I iii f;1 "'< >b 0 ffi i,l ~L 8~ Ct: PROJ: FIL£ IJOJ DRAWN: PDS CtECkED: RO > ISSUEOAle 3/17/2014 a:~~~~ ~ ( SCALE AS NOTED ) :I -...1 sheet: w a: A4.0 a.