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' ' §g , ~~ I r ,! ~--• I.~ • ' ,, ' ' §~ ' ' i I ,. ., I ' :~ ! ' '! ! ' " • !I ' ' !, !! i ! h Ii " ' . . g :~ 1 ' ! t ' . . ' ' ' ' . l ' • • ' ' ; ' • ' • i • ' I I . I i ' l i I ! I ' ! ! 'l ' 1, ! , Ii i ,, i I' ' -I I h ' " ,, ., ( !' • d~ t j., ~ f~ • d~ f Ii : ~~ 8 u ! . . ~ ------i· I I j ' ' ,1 ri Ii ' jl ' "l ,I ii ., ,. 1~ , . ,, "! ii !! ti ·' i! "! ;~ !' n ,l ', ~i i, j! ~~ !i ., j; ·' •• i~ " ,, ii ,, " ,. !: ., ~: ,, ,. ., '1 ~i :~ '! ,, i, . e ~ ! e <O o< IO "" i "" 00 "" ••" ~ 3~ 0 ~ C ~z ::io ! I ~z =~ 1 ;_;Cl::: ~ i ' J -~ ~ ' 1 11~ T.·1 ~ ::;; ' '·l i -- i f ' ~I ~ ~ 'T" '' .I ii '" ~I r~ ii "' !s;.. ,, " ' '' !~!~ 1·. n I! ' ~ ii 5!5 " !II -n:o-sLVnl PBOtl lOQIEl LIO lBld ~048 ua5-e'Jis EXHIBIT 2 --+ NE 06-22-05 -,....,.,.,, .... -----------------------------) --:=r- ,----~----;--r i J f:__:::J i I 1-------- w z , ___ -- '' .-~· / ;51 i a 1 I •; t;r ~: ii 0. £i. !H~i / • . : ~ ! 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CLUST"ER CALCULATION: TOTAL NlllA (SrT!) • ID,l!M 1!1QU,W 1'!ET All!A 111 OIIBI PACE mJ11fD (JO'A}-1!1,.Ut !1QJAAE !UT ARA Ill OPl!tl 5ft-.:z M:MN-15,Jll !iQ.WI£ Fl!:ET PERO!NT.lm: OF OPEN ~!D'lio M1T!: P!R OW'lU. ... QTY Of ltfNl'ON an".wtDE ~ STAM.WIDB, IECTlOfrj 4+11DO,JrM!aR 10, SIWJ.. LOT a.umRS SHMl. • AU.DWED IN THE ll-4 2DNE,. 'Ma 1lfDffY P9laJrl'T" (ll)'M,,) Cl-TIE IJTE II l'l!IIMNB'n.l' SET ASltE ,a "!Dll'ICNff OPl!N ~ • IN 'TME !'iENT Tief 15 A 5IW.L LOT <1USTP. ~, R-1 STNCWIDSN'Pt..Y, THIS PIICJJECT a'.lMP\.IE5 Wffll THIS D!Va.OfMl!1fr STMDAAD. ZONING INFORMATION FOR PLATLi FRONT YMO IIEllW:x • 25 l'!?T SP YNID 5fT1NX • 7.S fll!!'1' smt" YMD 5l1ll!ET SETWX • 17 5 Fl!:ET REM YARD !ETMCJ( • 25 Fl!:ET MlNINLM UIT wttmi, Dnab. • «I l'&T ~ LD!' WI!ffl1, ClllN!ll • 111 FEET JIIIINIJII.Jill I.CT 5121!: -7 !m lQl,Wt! l'!ET Ml1W'IIM lO'I' OEf'T'H • 11D FE!'T LOT AREA TAILI! LDT l: 7,0U TOTAL LOi Nt8. (Sf) 1,.712 ,.,. LOT NJEA (9')'" LDT 2: 7 }1lO 10TAI. LOT M9. 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EllaPTlONS l'OA DRClGHTTOl.aWfT" !\MTS: lNIB'»E Ji'lNa F!illl\ltll«i ONE t-f.JNDR£D PEIIJ!NT (10!*,) DFIOUCl4i-T'IXBWfi' PlNffl at INPiCN'ING /UIIN1f BT~ wmoJT lllldliKJDI S'l'mMi Nlf mMP'r l'IOM INl'TAl..1A'T1[W r:, A Pl!RIWl!NT' IRRb:M'TllN ffl1!M, IUT Dll'IIRtT lt'l8MI' l'IICflOS\LS NIJ$J' PJOIIIOE 9.Jlfll.!MBO'AL. MOISNlf n MEMS Of' A atY*"'O'Rl 19«1RMV fftltlM'nDH S'l'S11M ~ A PERIOD NOT I.SI TlWI 1WO (2) Y!ARS. lltE ADMINISTIIATal ltWJ. MW Tl1I! Cl'l10fr Cl' CDNDn'DIIIIC 'Tti! AIWOVAl (LE.. ll!Qlll!UP«ii A Dmm«i l'l!Nl2, !TC.). M DISP!CmN Will IE ~ ONr YEM l#JBl l'DW. DmPB:TION 1'0 ENSURE ™'T'Tti! lMt«JiPING HAS ll!O)lie" l!STA&JSHm. NC tNll'f'CTXlfll M., IWD AT 1lt! m.! 0, ~ ~TDf,. WI..L.111! IIEQJlM) 11K} TH! !'El! AMCUfT Wll.1.111! lltT'!RIIQN!D n nt: ADNOOm.ATal CON), Sin. 12-.J.JIJU) •APl'IJCt,NT B.l!CT1 TO l'f(MDE 1.CIC* CfO.Qff TOLBWfT Pl.ANT MAT!RW. POI\ Jlillmli'!'1Cfl l!XrM!'TD( AS OESCUIED AIOW; RMC ~). RB'l!ll 10 !HET PP-G51\31l CIROJCiitl'T Ta.fMNT PtAlff lEGalD. ~- NOTE: >J ~--~ 0 """" ,.,:;.'-'""'""""' ~~- o. UTLITlf'!; -..... o, .... re """-' OU '-&JO-<i•·-"" 1)£ro,,~ o,oG.,,; <I: OO"'+Ol£ ,_..,,'°", 0:. UHJT~S BCl'OPI: C<Jl',/SIR\JCT~ llWMS Cl7Y OF RENTO\J IIUGEN I LOT IHOftT PLAT <nYDF- e,o,,0"'9/8",'~,"lfl'obl.O 11,,1,.,, :,..0\ ·-,_ ...... l l•:J. 11 Fi! ,i ---- SKAGEN J ··-,, C re-·--.. i: j \ 1r~ 1,;.'.L\.,1c .. v --- z m z JAN 2 0 201\ Gl m CHY ()t· r:r/1·:~-N ;.:,1 /', '.\:\J:~·J·:::. ! )i\Jl:)1(.t ;;:: .J -.:it--.1 1 \ 'Q'J;3q 00JH"21o<=aH \-;,1'3fi -dS ·' t----·-· --.;I: Ji; ·-· ' ~ "'='"='~~L_ ___ J_ _ _J___ _ _L· -_-_· "'--_1'1! . . ' + ---o 11, c"-i-'"ea~l._,-,=c-~I; €> -- -' , ,. / -- •• CITY Or R,. 'f'.)1\1 ,;....,;-, Dlillllf I n I ii LJ r------.-------- ~' I: '' I I I I , ' ' I . i .J ',/,- ' L ! I ' I ' I ' ,- ' I ' l" I • !i " ,. ,, ,, ll I• ;! !> i! 'I ' i ! ! ! ' i ' ' .. --' t • "'i ~~~ ,2 i! 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I I I ; l q ' ' I ~ ' ~ g J;T • ~ 0 m Oz ~-Wr s~ ~~ o> " ' ~ __________________ Skagen Short Plat on Talbol Road LUA11-089 i ! l ! l l • I I I I r~Ec:EI\/ED d llzC i1o :I -I~~ ;;~ ~ JAN 2 0 2015 CITY OF RENTON >0 ::~~ '~j Sl<.agen Short Plat on Talbot Road I • ! ' ! C::EIVE " ' ' f' F ~ " I I I I ~ -.!. ·--w ~ 0 ' " I 2 0 2015 " J AN I 0 > 0 ]> -R d CIT y Of REI\HO _l__ 1,Jac:: •i z :i Nf'J'NC DiV 1,SION z \j~M f-ll_A 7 I ii!~ -= 1> :1~r :;i~ ]> ·~~ • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 PUBLIC STORM DRAIN EASEMENT Project File #: LUAlS-000024 Property Tax Parcel Number: 7931000058 Project Name: Skagan Short Plat Reference Number(s) of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): 1. WH Hughes Jr. Co., Inc. 1. City of Renton, a Municipal Corporation 2. n/a. The Grantor(s), as named above, for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrant unto the above named Grantee, its successors and assigns, an easement for public sidewalk with necessary appurtenances over, under, through, across and upon the following described property {the right-of-way) in King County, Washington, more particularly described as follows: LEGAL DESCRIPTION OF ENTIRE PROPERTY: LOT 1, KING COUNTY SHORT PLAT NUMBER 1182029 (REVISION) RECORDED UNDER RECORDING NO. 8607010588, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PORTION OF SW Y., NEY., SECTION 6, TOWNSHIP 22 NORTH, RANGE 5 EAST. • For the purpose of constructing, reconstructing, installing1 repairing, replacing, enlarging, operating and maintaining a public storm drain system and associated facilities, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Granter shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not, however, have the right to: a. Erect or maintain any buildings or structures within the easement; or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right-of-way. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Granto rs covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement By this conveyance, Granto, will warrant and defend the sale hereby made unto the Grantee against all and every person or persons 1 whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this __ day of ____ 20 __ . Notary Seal must be within box INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that _________ _ -------------------signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) _______________ _ My appointment expires: _____________ _ Dated: Exhibit A Legal Description Project: Skagan Short Plat WO# PID GRANTOR: WH Hughes Jr. Co., Inc. Street: Talbot Road S. LEGAL DESCRIPTION OF PUBLIC STORM DRAIN EASEMENT: THE WEST 10 FEET OF LOT 1, KING COUNTY SHORT PLAT NUMBER 1182029 (REVISION) RECORDED UNDER RECORDING NO. 8607010588, RECORDS OF KING COUNTY, WASHINGTON. ALL SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. CONTAINING 3,210 SQUARE FEET OR 0.07 ACRES, MORE OR LESS. EXHIBIT "E" PUBLIC STORM DRAIN EASEMENT NOT TO SCALE COST DATA AND INVENTORY S lAb€:;-J ~L.,."+ ?LA'! CITY WTR-------- PROJECT WWP-------- NUMBERS: SWP--------- NAME OF PROJECT: TRO--------- TED--------- TO: City of Renton FROM: [&) . ~-1Jvb(}<';-_5> le> Plan Review Section Planning/Building/Public Works 1055 South Grady Way 6" floor Renton, WA 98055 DATE: Per the request of the City of Renton, the following information is furnished concerning costs for improvements proposed to be installed for the above referenced project. WATER SYSTEM CONSTRUCTION COSTS: Length L.F. of ----L.F. of ----L.F. of ----____ L.F.of ____ EACHof EACH of ---- Size TYP• ___ WATERMAIN ___ WATERMAIN ----WATERMAIN ---WATERMAIN ____ ....,_ ____ · GATE VALVES "-c---GATE VALVES EACH of GATE VALVES --------EACHof FIRE HYDRANT ASSEMBLIES $ (Cost of Fire Hydrants must be listed separately) Engineering Design Costs City Permit Fees $ $ $ Washington State Sales Tax TOTAL COST FOR WATER SYSTEM $ SANITARY SE Length L.F. of ---- ----L.F.of ____ L.F.of ____ EAof J Type ~ \A , .. SEWER MAIN __.,.__ ---- SEWER MAIN ----SEWERMAIN ----DIAMETER MANHOLES $ $ Washington State Sales , ~y$c.----- (Sewer Stub -line between sewer main and private property line) _$"------ TOT AL COST FOR SANITARY SEWER SYSTEM _,,_$ ____ _ STORM DRAINAGE SYSTEM: Length Size .,!?C? L.F. of 1 7 ----L.F.of ----L.F. of ----EA of Type \ '4 .. J7 STORM LINE STORM LINE ---STORM LINE STORM INLET ---i -L STORM CATCHBASIN __ 7_._,,_~ EA of ---'L,=--EA of " TC STORM CATCHBASI~_., --E-n-gineeriri&esign Costs $ ·'z..c:-c.;,. --- , - Washmgto~~:~~~FTe: ~ t;~~'. ~ TOTAL COST FOR STORM DRAINAGE SYSTEM $ \ :::J ,:-;; J'{ ~ /bL\k-'1c, fvUJ J SIGNALIZATION: (Including Eng. Design Costs, City Permit Fees, WA St Sales Tax) f-1 A STREET LIGHTING: (Including Eng. Design Costs, City Permit Fees, WA St Sales Tax) 42.r:444-3.-· "-,t----==--+----- (day phone#) (SIG ~ TU (Signatory m t authorized agent forms/COSTDAT A.DOC/bh or owner subject development) ASS1GNJ\1ENT OF FUNDS TO THE CITY OF REN A.PPUCANl: ()\•mer: .:\.Jdress: ,\ tte11tin11: Tl!le: 0L A--,-, l ::.1-55,A Gu._~-""" -- -.. S.1.:L.LY.lc:~.e.'Y.dL_c,1. _;J.,9;JV:.l'6>1ti1 l..c A .>M ~{) ';_;~ __ J:1 -s .. // 7'1; --- The t~.111k hL"r:!by ccnific.:; and ~l_(;fee-:c: th.:l tb~f'C :iin:ds \\'Jii nnt ho r2li:a.1;r:d wi1h1.1ut \Vriilt•n 1ns!n1t:fitint frnm an ;1ul!wri.,Td ,:1gent ofth~· City (if Renton Uk· City). We: fi.1:ti;er agree. Hut these fonds will be p::iid to th•.'. Ciry ~:..--nhm 10 d::iys ofrecciviny. 1vri:10n nct1t·:e !h;::.t :f;e Ci1y ha.-: determined that the reqaired work bas: n(Jt been f'E!per!_v perforn1cd. The kwk :;hell /w.':•.: nc1 diJty o.:-righ1 r,, l"Vidn;:itt th~ correctncs:: O! ap11raµ:·iat:-ne.ss of:iny such nntl(:r or dt!!Cm;ma1.iun by tbe City .::ind s/J.1H n~1t i.nerpk:ad er in :rny n;;rnner drd:1y pa:,,-rn,.>ri! of ::Ji(! furw !(_; tLe-City. Th~ ~1r•plicm1i b,:rdiy agrees to :l1i~; :\ssigm:icr,r t•.'. Fund:; and HJJt it:, obLp1!!(1n rn p:Tfmni the reqtnied ,~ork 1s w•l irn.it,~d rn th:> amot.rnt of funJs h~/d Cy th_• !,auk Thi~ ,,\ssi&'.:ln:c;1t (•f' ilmJs is in1:!\'C•c;1ble and c::_n;ic,1 k~ cc1t;re!l::d by the !1;rnk nr appliC'a:11. Th!?SC fund5 rnay not be ;r;:,i_{ned, plsdgcd, used as security 0r 0:/ic-1"','/is,~ made avmfab!e to ti1c.• applicant. b:mk or thinl par---:1 ,~·1tL0ul t~f' FIC, 1 ~ v,ntt'"'n (Onscnt 0f1J•c < ,, 1 • _____ W P -t t--· ,L. r.:::':> ;__ _ _ ~-"·""""N"". E/\-c,_=:_-_,~"'· ,,:,,:,._,,,_· ~",::_~----- " _ ~--:LL-._l_~---_ _____ _ LJ'11c 1;'~7,~, N\\' '.\b!l SL• ls;;;1qu;1ii. \\'A ~iSH~'i--S!-l:-=,n Phrn 1e: .12(1.:1\!:l-l HHl • F:1x: -1:!fi,:\!-JE'). J l /'2 • h,urnt1 rli,mk.,:·om :d('THln'r J,'l lf(., Fq1_1:l{ flousinµ Lt•nd;T Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 BILL OF SALE Proj Name: s· Project File #: (. (; Property Tax Parcel i\"umber: Address: \ 'i 701, 1i,I Reference ~·umber(s) of Documents assigned or r~!eased: Additional reference numbers are on page ___ . Grantor(s): L vJ -\.\. \-\-v~his Co. 'J'..nL. 2. Grantee(s): I. City of Renton, a Municipal Corporation The Crantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: WATER SYSTEM: Water Main Water Main Water Main Type Gate Valves Gate Valves Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Type Se\ver Main Sewer Main Sewer Main W/A Diameter of Manholes Diameter of Manholes Lift Stations STORM DRAINAGE SYSTEM: Type Storm Main N-\"'2.. Storm Main Stonn Facility Ct:rltV\ ~\ia ..tL Storm l I ij It Storm Catch Basin -L- Manhole Length Length Length 3CO '2. ~ H :\CED\Data\Fonns-Templates\Self-Hclp Handouts\Public W orks\B[LLSALE.doc L.F. of L.F. of L.F. of LF of L.F. of L.F. of Each of Each of LFof L.F. of Each of Each of Each of Each of Size (Inches) Size (Inches) Size (Inches) 11, j ,,, STREET IMPROVME:\'TS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) 7..1D LF. Curb, Gutter, Sidewalk Asphalt Pavement STREET LIGHTING: 1-4-S.Y. of or LF. of Width ['J/J\ #of Poles By thi~ corn.e}<rnce. Gr.intor will w.irranr and defend rhe sale he1·eby made untn tin: GTantee against all and en:ry person or persons, ully clai1mng or 10 claim the same. Thi~ c01weyance shall bind the heirs. execu1ors, administrators and assigns fore\"<!L F, said Granter has caused this instrument to be executed this_ day of ~-, 20_. l.YDD'JDLAL FORJt/ OF ACK.V0Wl£DG.HE..\"T .Kotary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) l certify that l know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: REPRESENTATIVE FOR.V Of . .4CKiVOWlEDG.W£iYT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that J know or have satisfactory evidence that ----signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: H: \CED\Data' Fonns-T emplatt::!:o\Self-Help Handouts\Public Works'-B/LLSALE.doc CORPORATE FORJf OF ACll.7\'0WLEDG!'r!E.YT Notaty Seal must be within box STATE OF WASHI::-.l"GTOK ) SS "\\11\\I COU1'TY Of KING ) ......... ,,,,,, MIKO 1111,11 On this _2: I ;yt--day of p.e..-__.,..,....,~ 20~, before me personally appeared .:° /"\. ~ ;,,,\\\\\\\\111~/ 11, fY' I'\---rr\-t E 1A.J H U U, H E 5 to me known -" ,,, ,ss10,.. 1,, ~ , = $~.,. f'-t::,'i: ~ ·,_to be )JI C £-f'/L E..SI Dt-N -, -of the corporation that ; f8 ~OT'4,f1...,_ t\ r '!xccuted the within instrument, and acknowledge the said instrument to be the free : § .. • ... 1: i and voluntary act and deed of said corporation, for the uses and purposes therein : ~ \ "°c, C j mentioned, and each on oath stated tha~.Ls.he--was authorized to execute said ~, ~\ 8. B\.\ 1 ,#" <" instrument and that the seal affixed is the corporate seal of said corporation. c,, ~ ,,,,,, ·o 1., ,,," ,o , 0 111111,\,,,,,,, G' 'I:: WAsl"\~ Notary Pu in and fort e State of Washington Notary (Print) }) :f /YI I fso (./t IL I l,..,- My appointment expires:_~?f~-_O_I _-~/ ~7 _______ _ Dated: /;;)-;;,I-I G H:\CED\Data'.F onns-T emplate~\Sdf-Help Handouts\Public W ork~\BILLSALE.doc -WH w '"' ~ HOMES City of Renton Attention City of Renton, this letter contains all of the comments from the City of Renton regarding Skagen 5 lot short plat for final short plat. The following comments have all been corrected. See responses below as well as all attachments. Engineering Review Comments (ERC): 1. Based on Condition 1 lot 5 is out of compliance per the approved street modification. Driveway turnaround is required Response: Done -Driveway turnaround has been added for lot 5. See Revised short plat (3 of 3) 2. Easements need to be recorded by the City of Renton prior to final recoding of the plat. All easement documents are required to be submitted. Response: Done -Easements ready to be recorded, documented on the face of the plat. 3. As described in the condition documentation Driveways must be installed prior to the recording of the final plat. Response: Done -We have elected to defer the driveway installation for lots 1,2,3,4. See attached deferral. 4. Driveways shall be in a tract Response: Done -Driveways are easements and not tracts. See face of the short plat. 5. All addresses must be shown in the address table Response: Done -All addresses are shown on the address table an the face af the short plat. 6. Provide a blank space for the storm easement documents for the recording number to be written in by the city at time of recording. Response: Done -See attached storm easement document. 7. As builts are required to be submitted and approved. Response: Done -As builts were provided prior to inspection of completed work. 8. Bill of Sale is required to be submitted Response: Done -See attached Bill of Sale. 9. 2 year maintenance bond is required to be submitted. Response: Done -Submitted to Justin on 12/14/2016. Justin to confirm that what was submitted is sufficient. 10. Attach all approved deferrals for the project Response: Done -Submitted to Justin on 12/14/2016 deferral for driveways for lots 1,2,3,4. Justin to confirm approval. 11. Any invoices billed to the project for inspection overtime must be paid in full. Response: N/ A -no invoices for inspection overtime. - Planning review comments {PR ... 1: 1. Provide an original revised landscaping plan to show/include the required 10 foot landscaping strip along the rear portion of Lot 5 Response: Done -See revised Landscape short plat plan. 2. Provide an easement note on the face of the plat for the required 10 foot landscaping strip along the rear portion of Lot 5. Currently only labeled as "10' OPEN SPACE ACCESS EASEMENT" on sheet 3. Response: Done -See note on the face of the revised short plat. 3. Update the landscape plan plant schedule to reflect the change in street tree species from Acer saccharum 'Bonfire'/ Bonfire Sugar Maple to Cercidiphyllum japonicum / Katsura Response: Done -See revised Landscape legend short plat plan. 4. Add assigned addresses for each lot in address table on sheet 1. (Lot 119706, Lot 2 19700, Lot 3 19652, Lot 4 19646, and Lot 5 19640). Response: Done -See note on the face of the revised short plat. Technical Service Comments Review completed in electronic format. Please see red lines for comments. Response: Done -See revised short plat plan. Plan -Addressing Review -Planning Committee Add addresses to face of plat. Response: Done -See note on the face of the revised short plat. Thank you for all of your help! Matt Hughes WH Hughes Homes 14401 Issaquah-Hobart Rd SE Issaquah, WA 98027 (425) 395-5599 - DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ------Renton 0 WAIVER OF SUBMITTAL REQUIREM~£D OCI ~ l il!\o FOR LAND USE APPLICATIONS. 11'< Of R'N10N C N'' or,,s10N Planning Division PLANNI - 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov r .. lA~D~RMIT SUBMITTAL REQUIREMENTS: 1 Arborist Report 4 WAIVED : MODIFIED I BY: ! BY: COMMENTS: CM-t.... ---------------------: I ' I Biological Assessment, i .. I ------l ' ' ----------------+----+-----,f----------------1 Calculations 1 I 1 Colored Maps for Display, ·r'···· ! --------·-------i-------+----------------.j i Construction Mitigation Description zAND4 ---------·-+----+-----i-------------------; i i I I I I • Density Worksheet, Deed of Right-of-Way Dedication 1 >-------------------··--------+-----+-----+--------" ----------- 1 -------------------; : I Drainage Control Plan, . I - I --. -· Drainage Report 2 --------------------+-- Elevations, Architectural 3 AND,. i Environmental Checklist 4 1-J,,t,(./ t -I Existing Covenants (Recorded Copy) 1AND, i ' ' Existing Easements (Recorded Copy) 1 AND, ---------------------+-----I ! Flood Hazard Data 4 ' .. I I I Floor Plans 3AND4 -+--·---------------t ---- Geotechnical Report ZAND, i -------- I Grading Elevations & Plan, Conceptual 2 I f--.-----------------------f-----+-----+------" ----------------; 1 1 Grading Elevations & Plan, Detailed __ ,------+-----+-----~'---------~ 1 Habitat Data Report, ' I ~-lm_p_r_o_v-em-e-nt_D_e_f_e_rr_a_l ,---------;-----+-----( ·-----------·· ~ -+------+--! 1 Irrigation Plan, Of,vl..--- PROJECT NAME: 6±5°'@0\ SVJ<f :::t olcd: DATE: \())2£e\l<t, LUA.\S-OCD:ti14: 1 H :\CED\Data\F orrns~T emp[ates\Self-Help Ha ndouts\Pl,rnn·ing\ Waiversubm !tta!~eqs. done Rev: 08/2015 : . . I I LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY: King County Assessor's Map Indicating Site 4 ---J Landscape Plan, Conceptual, I ' I -- Landscape Plan, Detailed, Legal Description, Letter of Understanding of Geological Risk 4 Map of Existing Site Conditions 4 Master Application Form 4 ===l Monument Cards (one per monument) 1 ' Neighborhood Detail Map 4 .• Overall Plat Plan, ---. Parking, Lot Coverage & Landscaping Analysis, ' Plan Reductions (PMTs) 4 j Post Office Approval 2 -I Plat Name Reservation 4 I .. Plat Plan, Preapplication Meeting Summary 4 Public Works Approval Letter 2 I -----~ ·-----· Rehabilitation Plan 4 Screening Detail 4 I I Shoreline Tracking Worksheet 4 ' Site Plan , AND, I I ----. I Stream or Lake Study, Standard 4 ' Stream or Lake Study, Supplemental 4 i .. Stream or Lake Mitigation Plan, (.Ah, (/Llnllh-AP<.···,:{J R..P~ Street Profiles 2 I Title Report or Plat Certificate 1AN0, --- Topography Map, ' ---- Traffic Study, i I I I Tree Cutting/Land Clearing Plan, I I Urban Design Regulations Analysis, I Utilities Plan, Generalized , ) Wetlands Mitigation Plan, Final 4 (A/.£, Cicl11CN'--1>12.i,A-, f<..,p~ ===l Wetlands Mitigation Plan, Preliminary 4 . 2 H :\CED\Data \Forms· T em plates\Self-He! p Hand outs\Pla nni ng\ Waive rsubmitta lreqs.docx Rev: 08/201S I ...... --- I ; 1 LAND USE PERMIT SUBMIITAL REQUIREMENTS: ---- Wetlands Report/Delineation, Wireless: ---- Applica_r,t Agreement Statement 2AND3 Inventory of Existing Sites 2AN03 Lease_A_g__reement, Draft ,,No, Map of Existing Site Conditions 2AND3 --------- Map of View Area 2AN0, Photosimulations 2.AND 3 -·~-- This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning i I I - i WAIVED MODIFIED BY: BY: ' I ' ------- ----- 3 H:\CEO\Data\Forms-Tempiates\Self-He!p Handouts\Planning\Waiversubmittalreqs.docx l ---, <OMM"'~ I I '------~ I I I I I I. i ---~ I __ ,,_ I __ J Rev: 08/2015 ,. ' . . ' SOOS CREEK WATEl'-er SETtVER DISTRICT 1-t6lb S.E. 192nd St. ~ PO. Uox 38((\9 " Renton, \VA 98058-1039 " [)hone (253_) 1_::;J0-99lhl ~ Fi"lx (253) 630-5289 l\ovember I, 2016 W.H. Hughes Company 1440 l Issaquah Hobart Rd SE #104 Issaquah. WA 98027 RE: Skagen 5 Lot Short Plat Dear Developer: Our records indicate that construction of the water system and sewer stubs in the above reforenced project is substantially complete. The District may collect a cash deposit for any paving and maintenance to insure completion of the waler system is in compliance with Soos Creek Water and Sewer District standards. The District will be processing iinal paperwork for this plat. Please contact me at (253) 630-9900 ext 144 or via email at lramsev@sooscrcck.com if you have any questions. Sincerely, /~('iL'"' I Lynn Ramsey Development Administration ' . 4~"5---~S=ewa=ll~W~e=tl=an=d~C=o=n=s=uffi=·"-9-·='"~c. Sewall Wetland Consulting, Inc. 27641 Covingtoo Way SE #2 Covington, WA 98042 SKAGEN SHORT PLAT CITY OF RENTON CRITICAL AREAS REPORT Prepared For: Mike Skagen 12050 SE 178"' Street Renton, Washington 98058 October ll, 2011 Job#ll-141 l .;,'' ·, ... '' crrv 0F RENlON PlANN!NG DIVISION RECE\VED JAN 2 0 2\l\S 'f'{ OF REN'tON C~LANNING DIVISION Phone: 253-85()..()515 Fax: 253-852-4732 ' • • 1.0 INTRODUCTION Sewall Wetland Consulting, Inc. Z76l1 Covmgton Way SE #2 ffione: 253S59-0515 GJvington WA 98012 Fax: 253--852-4Z32 SKAGEN SHORT PLAT CITY OF RENTON CRITICAL AREAS REPORT This report describes our findings in regards to jurisdictional wetlands, streams and buffers on or within 100' of the 1.15 acre proposed Skagen Short Plat located on the east side of Talbot Road South in the City of Renton, Washington (the "site"). Specifically, the site consists of an irregular shaped parcel (Parcel #7931000058) in a portion of the SW Y. of Section 6, Township 22 North, Range 5 East of the Willamette Meridian in King County, Washington. Vicinity Map The site consists of an undeveloped parcel containing both forest and pasture areas. Skagen/#11-141 Sewall Wetland Consulting, Inc. October 2 I, 20 II Page2 The site is proposed to be subdivided into 4 single family residential Lots with associated roads and infrastructure. 2.0 METHODOLOGY Ed Sewall of Sewall Wetland Consulting, Inc. inspected the site on August 10, 2011. The site was reviewed using methodology described in the Washington State Wetlands Identification Manual (W ADOE, March 1997). This is the methodology currently recognized by the City of Renton and the State of Washington for wetland determinations and delineations. The site was also inspected using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), and the Western Mountains, Valleys and Coast region Supplement (Version 2.0) dated June 24, 2010, as required by the US Army Corps of Engineers. Soil colors were identified using the 1990 Edited and Revised Edition of the Munsell Soil Color Charts (Kollmorgen Instruments Corp. 1990). The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual/Regional Supplement all require the use of the three-parameter approach in identifying and delineating wetlands. A wetland should support a predominance ofhydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low cbromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. Since the only wetland was one located off-site, it was located with a gps and approximated with good accuracy on the site plan. 3.0 OBSERVATIONS 1.1 Existing Site Documentation Skagen/#l l-14/ S=all Wetland Consulting. Inc. October 21, 2011 Pagel Prior to visiting the site a review of several natural resource inventory maps was conducted. Resources reviewed included the King County Soils Survey, King County iMap website with sensitive areas layers activated, and the National Wetlands Inventory map. 3.1.1 Soil Survey According to the Soil Survey, King County Area, Washington (Snyder ct al l 973), the entire site is mapped as containing Alderwood gravelly loam soils (AgC ). Aldcrwood soils are moderately-well drained soils formed in glacial till under conifers. Alderwood soils are not listed as a "hydric" soil according to the publication Hydric Soils of the United States (USDA NTCHS Pub No.1491, 1991). Soil Map of the site 3.1.2 National Wetlands Inventory According to the National Wetlands Inventory there are no wetlands are located on the site. The closest wetlands is an emergent and forested wetland mapped across Talbot road approximately 500' to the northwest of the site. National Wetlands Inventory map 3.1.3 King County iMap Skagen/#11-141 Sewall Wetland Consulting, Inc. October 21, 2011 Page4 A review of the King County iMap webpage with wetland and stream layers activated shows no wetlands or streams on or near the site. Above: King County iMap website depiction of site with wetland and stream layers activated. 3.2 Field Observations 3.2.1 Uplands Skagen!#/ /-141 Sewall Wetland Consulting, Inc. October 21, 2011 Page5 The site is located on a north sloping hillside which slopes gently on the majority of the site and at the north edge of the site starts to slope off more steeply towards the off-site wetland. The site is characterized by a mowed grass pasture, vegetated with orchard grass, which is part of an old gravel pit, surrounded by mature big leaf maples. The site generally has a disturbed plant community, with understory species including giant knotweed, Himalayan blackberry, stinging nettle, Indian plum and a few scattered ornamental pines as well as small Douglas firs. Soil pits excavated throughout the site revealed a dry gravelly loam with high chroma colors and no hydric characteristics. 3.2.2 Wetlands On-site There are no areas meeting wetland criteria found on the site. Off-site Off-site to the north, is the south edge of a forested, slope-type wetland. The wetland was delineated by our company in 2007 for a previous study never submitted to the City of the parcel to the north (Bystedt property-Parcel #7931000110). A small well house is located along the north edge of the site near the wetland. This wetland is a slope type forested wetland that has been historically disturbed by historic gravel mining. The portion of the wetland abutting the site is dominated by red osier dogwood, salmonberry, and Himalayan blackberry. Soils in this portion of the wetland consist of black mineral soils that have some visible seeps. The wetland edge although not flagged, was located via gps and transferred to the site plan. The wetland was found to be at its closest point approximately 35' north of the site. The off-site wetland has areas that would be classified as PSSIE (palustrine, scrub-shrub, broad leaved deciduous, saturated) and PFOI E (palustrine, forested, broad leaved deciduous, persistent, saturated) according to the US Fish and Wildlife Wetland Classification methodology (Cowardin et al. I 979). The City of Renton classifies wetlands utilizing the following criteria under (RMC) Chapter 4-3-050.M. l ,: Skagen/#/ 1-141 Sewall Wetland Consulting, Inc. October 2 I, 20 I! Page6 i. Category 1: Category 1 wetlands are wetlands which meet one or more of the following criteria: (a) The presence of species listed by Federal or State government as endangered or threatened, or the presence of essential habitat for those species; and/or (b) Wetlands having forty percent (40%) to sixty percent (60%) permanent open water (in dispersed patches or otherwise) with two (2) or more vegetation classes; and/or (c) Wetlands equal to or greater than ten (10) acres in size and having three (3) or more vegetation dasses, one of which is open water, and/or (d) The presence of plant associations of infrequent occurrence; or at the geographic limits of their occurrence; and/or ii. Category 2: Category 2 wetlands are wetlands which meet one or more of the following criteria: (a) Wetlanda that are not Category 1 or 3 wetlands: and/or (b) Wetlands that have heron rookeries or osprey nests, but are not Category 1 wetlands; and/or (c) Wetlands of any size located at the headwaters of a watercourse, i.e., a wetland with a perennial or seasonal outflow channel, but with no defined influent channel, but are not Category 1 wetlands; and/or {d) WeUands having minimum existing evidence of human-related physical alteration such as diking, ditching or channelization; and/or iii. Category 3: Category 3 wetlands are wetlands which meet one or more of the following criteria: (a) WeUands that are severely disturbed. Severely disturbed wetlands are wetlands which meet the following criteria: (1) Ara characterized by hydrologic isolation, human-related hydrologic alterations such as diking, ditching, channelization and/or outlet modification; and (2) Have sols alterations such as the presence of fill, soil removal and/or compaction of soils; and (3) May have altered vegetation. (b) Wetlands that are newly emerging. Newly emerging wed ands are: (1) Wetlands occurring on top of fil materials; and (2) Characterized by emergent vegetation, low plant species richness and used minimally by wildlife. These wetlands are generally found in the areas such as the Green River Valley and Black River Drainage Basin. (c) All other wetlands not classified as Category 1 or 2 such as smaller, high quality weUands. The off-site wetland does not meet the Category I criteria as the overall size of this wetland is approximately 0. 75acres, bas no known use by any listed species based upon Priority Habitat map review, and has no plant associations of infrequent occurrences. In addition it does not meet the criteria of a Category 3 wetland either. This off-site wetland best meets the criteria of a Category 2 wetland, as a wetland with minimwn evidence of recent human related physical alteration, but not meeting the criteria of a Category I or Category 3 wetland. Typically, Category 2 wetlands have a 50' buffer measured from the wetland edge. 4.0 FUNCTIONS AND VALUES Skogen/#/ 1-141 Sewall Wetland Consulting, Inc. October 21, 201 J Page 7 Off-site Wetland-The off-site wetland was rated using the Washington Department of Ecology Wetland Rating System to determine approximate functional values of the wetland. This wetland (from our previous work on the off-site property) scored a total of 35 points indicating a Category 3 wetland under this system which indicates moderate overall functional value. Its score for water quality function was 14 points, which is of moderate value, and its hydrologic function was relatively low at 8 points, and its habitat value moderate, at 17 points. Factors reducing its hydrologic function include the fact it is a slope wetland and it has little flood storage value. Habitat value for this wetland is moderate due to the lack of any unique features, and the close proximity of development near portions of the wetland. 5.0 REGULATIONS In addition to the wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Due to the increasing emphasis on Endangered Species Act compliance for all fills of Waters of the United State and Waters of the State, both the Corps of Engineers and Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams for this project. 6.0 PROPOSED PROJECT The proposed project is the construction of a 4 Lot plat with associated infrastructure. No impacts to the off-site wetland or its buffer are proposed. The 50' wetland buffer extends a short distance onto the site and is in an area designated as an Open Space Tract in the plat. Skagen/#11-141 Sewall Wetland Consulting, Inc. October 21, 20II Page8 Jfyou have any questions regarding this report, please call us at (253) 859-0515 or at esewall@sewallwc.com Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetlands Ecologist PWS #212 REFERENCES Olympus Villa Sewall Wetland Consulting, Inc. December 16, 20 IO Page 9 Coward.in, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, D. C. Daubenmire, R. 1959. A canopy-coverage method ofvegetational analysis. Northwest Science 33:43-64. Diers, R. and J.L. Anderson. 1984. Development of Soil Mottling. Soil Survey Horizons, Winter 1984, pg 9-15. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. City of Renton Municipal Code Hitchcock, C. and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Pub!. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U.S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26.9) May 1988. w "' w '-' O'. z N N "' z ----·---... --·-· _11Tl._' ~ -· 1Vld -~= 11···-I HJOHS 101 <; N3'.:lV>iS I' 1 , !;I• S::>llli3V,Q3:J l\lld : 1 I JI 1'! '~ 1. \fld .UJOHS Aelv'Nl~ll3cld ~ • \ ~ Ii '---'--- / \ """\ -- / 'c---\ / \ \ y \ \ // ---_j__~-----'< / --+ T \. / / /'')-- I I . I v/ / I I I I / I I I I \ . / ~'-,, / / I I . , ,,./ ·\ . / ~I I °:',, ·., '.\\ '• • •\\ • '-\• .. 0\ '. I ~· •_.,, "• ~ ·~~/,'-• I },JI;:' I ~: ! J ';J'"~~ .. ~i .• , __ 1{it:\ ;\_ ~ .. ~".t-.1 ... , .. __i__ - ' I -~3t1 _Lrtl·J-· ·:_ --;-c:-. -. ~"J·· .~2t .. -C-~-~~:,~_,'.,:~k~-r~:.-.:]~:~_-( .l:.-~·\L ~i-.5;~.,/:·~>,_,'.'. __ f-_°"\~--~ ·.-· ·-'.oa .. ,_,._-+ ~ ~ '"4··~-,--·······.·1"• ·•1 ·.·-· ·i---·-·-L......'...,,i•/,J'1 ·,__ . . ·K··· ... _-,-. -- ,_ ._";) .· ( ---1, _,.___ ' (;) \ ~..... \ _! -'• I', ~ I I I I ' ., r ----, "I • • ·~J , t\•\i ~·-·.· .. ·ti L .. -:1: .. ,.,,, . f ,,, .Fi. ,L \ . ,\lc ''lo.\, I' .,-.,· 1J '« l I IIJ ,' I : : _ I\ ,_; j.\, 'i'\_ -~ ~\ "'--. r·_;, l,,,,'\'\e,,: 0 ,:,.;, ::• ,I, ·_,.:•aiiA' "'.·'. , : \. : : ·t,, ., :1;· _:1)0, ' ,_g._,t -~\~·,'!-:.-···· ; ~~r., \'· •--1:\,:"' Iii ~.,, Q iii> Et} :ii @'. d. ~-__ ,,. ·"'-,'i ' I I , I I ' .....-' , ·f > , . ~ ' . ' ·~ 't' .. --" 'J, : •I, 'I· ' :11,, ·,,_., ... ,.' ,.b •• fA· .\· '. I • , ... l ,\' Ill I 1•i I r '#,r,,i,-.~<f"-1 t .,:~ \ I ~ .... 'I~ I ,, ',' ''ft Ill 11'-" ,,,., I ' ~.·_\ I ·g. --..,,";-----.J L __ _JI • _1 J• • rlr -Jt .f ". \:,, ~ i--~,,_J__ ~-;-~tr -----''L----'.;---;_:::_i . -.-· ·_ -·· .. :,~-, I ,, 1' J:· • I ---~ ... ~-c..-::::-<· --1/\\··'r ' ~ ~;,. ... ' ' I ; ('1 • -~.... • r' --+--p'i . ~,_ _____ -::;-..... ,,.;;-.. i I. ~~ ~ ~ . . . \_ .. -~ ~.\t;> ·,· I I I I_\ (' -------------\\ .1 iii I ~i ,;: I .. 111:j, I! i!iijil ./1 :hhll ·~ ~ ' I . i PRELIMINARY SHORT PLAT ------- u z It II I '1: GRADING & ROADWAY PLAN : ===-= cdD I I It! -.__ ~ ! SKAGEN 5 LOT SHORT ·-·--·•-i -••• f OTTor-PLAT -:::.:.=a \ z "' ~ <Jl "' ,, .0' ~ " " z :u " ['l '" ['l :Sc ?:: . f I V I f J I Wetland umc Of n...nbcr O' .,::~ :s ,'n_.. l,...,c.. tt-J +.,. ,... ~....-n... W~TLAND RA TING FORM -WESTERN WASHINGTON Vcr1Kll!l-Upd..1Iedlijl)'l006toinc1-~,n;!~il)'~wcn. Updated OcL 200I wilh lhl new WDFW ddlnilioaa br piaily habiUILI Nun,ofwotlnd(ifkM~'p-1 -eff's,\.c.. D••o<,i<ovi•t 't'•tt.,,(I "T '/-//·07 Rated by ,£,,/ Tnined by EcoJogy'I Yeii.:":':No_ Date oftrainmL,__ SEC TWNSHP: __ RNGE: __ IsS/TminAppmdixD? YeJ_ No_ Map of wetland untt: Flgur• __ £ttjmawd •ID ~ 7) '""c_. SUMMARY Of RATING Calq:ory based 011 FUNCTJONS provided by wetland I_ II_ 111_ IV_ Category I• Soon: :>••'70 Cateaory 11-Score :Si-<i9 Caiegory Ill -Score 30-:SO CaM:,wrv IV -Score< 30 Score for Waw Quality Function, Score for HydroJo1ic Function, ~ (CH" Habit&l FU11ctions TOT AL ac;on ror "'-iaclloa1 Category hued on SPECIAL CHARA9'£,RJSTICS orwelland I_ II_ Does tlot Apply__.( ; Final Cateeory c,•-lh, ·•1c•a1· ~,..,., r,,m ••ov•> ~ Macure FGreat Oki c,:;.,;t'irorett Coufal L.gfl'.O• lntcrdHal NoM oflbe above W<:lll?ld Rll.i"' Fann -*C611:m W0111ion ~etiion l To bi 11*1 .;111 Eeolo&y l'llblic:&tio!I CM.o6-02J ..... f__~hwaler Tidal Aijp101'.)(14 W<:111nd l\allll: o, nllfflbff Does the wetland unJt belnr: rated mut any of the cril~rla below? [f you answer YES to any ofltle questions below you will need to protect th(,: wt II and according to 1hc rqi.ilation, regarding the ,pecia! char&elfflstii::s found in me wetllDd. SP!. Htu thr ,m/4,ad WUI 1¥ffl dOCW11mled aJ a liabimtfor aJl)')·iJUQrly liJiid 11trtote,itd or £Jld411grrfti •/Wltlli •r plut Jptdu ([IE sprciu)? For the piapo.,u of this ntin1 ,)"Stem, "documcl'lled" means the: wetland is on the iri•tr ab.te or federal database. SP2. Ha.11M 111ttloisd unttb«n d~Mlttttd 1u Nlbililtfor ll'IIY Sto~ fiJtrd Tlutattnrd or E"'1a111rroi •,d•.J JptCia? For the purpose1 of this tatiaa: fy,!Cm, ~documented'' mean, the wc:ll1nd is nn the 1ppropna1C state: database. Note: Wetlands with State: listed planl specie:, are e1tegorized u Ca~gory I Natural Hericage Wetl1nd1 (see p. 19 of data fonn). SPJ. Doc dtr waltv,d wn// c0ftt11ill UtdiYid1111/J of Priority Jpteia 11.Jt.td fiy tlit WDFW for tlu s1a1r? SP,. ~J rJ,r wetland wnit MW a }()Ca/ 1ipijk{irtu irt addltian to iUfandio,u'! For e,i.ample., Jh.c Wlltland bas btta identified in tbt Shoreline Muter Program, lhe Critic,,/ Area, Ordinana:, or in• lour 1N111gemcnt plan a, having special significance. To comeletr th, ltt!Xl OOH qfrbr data sheet you will need 10 tktermint the Hwlrwr'9monzhic Qau eftbe wc,land Minr ratrd The hydroa:eomoiphic cla.uif~n &fOU?S wetlaaW into those lhaL furx:1ion in !imilar Wly! Thu 1implifies the ques1ions DEroe:i to &n1wer how well the wrt11nd functions. The Jf~dn:igeomorph1c Cius of a wetland~ be determined us.in& tht kty blilow See p. 24 for more dcu.iled instructiom on clusify:in, wetlan<b. Wetland R.11tirw fonn -wme111 ww.n1l<lfl venion 2 IJpdl«,d '"'1th !IC"' WDFW dtrillilio,-Oct 200I Au,,a12~ W~tl..id name t1r nllmb« __ ClanJOcatloa of Wetland Units In Western Wuhlngton ~¥11}) i;i~}:::,; ;((;, :·.·; -~~~ :· ,.,,,,(~):'r: 1, Att:~levels in the entil'I! unit 1.15ually controlled by tida (i.e. ui;ept during flood$)? N -go to Y!S -the wetland i;lu1 is Tlclll Frial" yes, is the 1•linity of the water du.tins period• oCannu&I low flow below O.S ppt (paru per tboU5&1ld)? YES-FrnbwateT Tidal Pri•t• NO-SaUwam Ttd.1! Fr1111e (Eaia.1ri11c) ffyo,i, weuo,,d eo11 beda.,1jfed tu a FreJJiwar.r Tidal Fri11p 1,1,1ethefon,ufor Riwrlt1• weriaJtdJ, ff it is Salt'lwlter Tidal F~ ii h rakdasan &huinlt.t w,111.Dnd, Wetlands that wcu called estuarine in the fint Mid s«ond editions oflhe r1;tin1 t)'ll:em ere called Salt W.at.er Tidal Fri111e in the Hydrogeomorpbk Clusiflution. EINlrine wetlal1ds ~re uikgorized sep&n1tely In CM earlier editions, and this separation is being kept in this n:v~ic:in. To nulinlain coa1i1lency between editions, the term "Estuarine" wetland is kept. Pleue note, however. that tht-ctw-..:tai1tic:s that define Category I and TI utuarinc wttlll[ldl h•V<" dlan&ed (see p. ). 2. The c:ntin: wetland uni! ii tlat and preciplta.ticm is tbt only SOWT;C (>~lo) of water to it. ~nd surfac:c: water rvnotr are Nar aoun:cs of waler io !he: wiit ~ YES-Thewctluidi;tu,i1Fl.1b I( your wet!Md can be cl.a.uificd u a "Fi.." wetland, uae the form for Otpreafoa.1 wetland!. 3. Doe! the e11tirc: wetl111d unit meet bolb of the following critera? Tbe vegetated put of the wettarki is on the J.hore.1 of a body ofpemane,n open waler ~ (without lrl)' V.llgetation on the surface) at lcuc 20 acrn (8 ha) in size; ~ st 30"-'"' o(ll,e open w,1lcr 11ea is deeper than 6.6 fl (2 m)1 YES -The wetland dau U Lake--frl111t: (L1eustrin1 Frtn1e) cne 1 c~ wetland W'.lil mttl .111 ofthcfollo11ri111 aileria? ~~ wttllDd i1 on 1 1klpe (1k,pt can 1H 1-'tfJI rradilal), The wlk!' flow, through lhe wetland in one di~DOfl (unidircction,I) and usually --comci from seeps. lt may flow subswface, u sheetfiow, orin .a swale without diltincl bub. _ _,,.._-The: w11er leaves tbe wetland wltbo.t bdas lmpouncled7 NOTE: Svr/at:t wa.kr d<nJ notpo,,d ii, tltu• l)pcofwalands ucq,t ocauicMl/y in i,e,y small and :sluzUow dq,rasimu"" t.ltllid liWILl'll,'.>CU (deprtuions art ,mmlJy <1/1 dioJKet•r Md /tu r~ li£..oot .... NO-gotoS ~Willi" c __: - Wdi.aAdRalineFt111!1-wq.lefttW•hi111ton l vcnioo l Updaled widl-WDFW 6<:llniti,;,,s Ort l(X)I: Alllllfl 2004 Welland Mme or 11ii,nber 5. Docs the entire wetllnd w,jt meet all of the following i;rilenll7 __ The unit~ in a valley, or strum chaMei, whtre it gets inundated by overbaru( flooding from tJr.t 1~ or river __ The ovelbank flooding occurs 11 least once every cwo years NOTE: Tht n·~trint 1U1il r;.o11 C()fltQi,i dtp~sio,u tliol areflJIN wiVI waler wlic111lit river ll" not.f/oodlAg. NO· 10 to 6 YES-The wc:tland cl1u is RJyerlne 6. ls the: enti~ weU1nd unit in a qiognpbic depreuion in which water ponds, or is satuu1ed to the surface., It some time durin1 the ye11. 1'1ris n,er:i,11 lltQt any owlet. if pruellf, I, hir,er thD11 the interior of Ille wttlru,d. NO-go IO 7 YES -The wetland <:lasi is OeprndoHI 7. IJ the entire wtlland unit locared Ln, very fiat area with no OOYioUll deprthion and nQ overbank flooding. Tbe unit doet noc pond swiace w111=r more th111 a few inches. Thf unit Sl!Cnts lO be maintained by high if{Jwid.wat.er in the: area. The wcl1111d may be ditched, but hu nQ obvKIUS natwal outlet NO -10 to 3 YES-The wetland du, is Depm11o-.1 I. Your wetland unit seems lO be difficult to classify 11)(! probably coniain, several different HGM clues. For uample, seeps at 11:M bue of I slope may grade into I riverine: floodplain, or .t small stream within a depm.aional ~and has, :ione of flooding 1lon1 itl sidei. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGlC REGIMES DESCRIBED 11'' QUESTIONS 1-7 APPLY TO DIFFER.EITT AREAS IN THE UNIT (male.ea JOUgh sketch to help you d~W!"). Ust: the following llble ta identify !be appropriaie clus to 11sc for Che ming 1yslem If you have xven! HGM claslCI present within your wetlar,d. NOTE: Use thiJ table only ifthe: cl~ that is recommended in the xcond column reprnents lO"/. or mol't of the total area of the wetland unit being r1;ted lfthc are.a oft.he dau lisced in column 2 U !cu than IO"Ai of the: unit; clnsify the wetland usln1 the clw lhat rq,raenbl more tJwi 90'"1. of the IOtal U"ea. f1S+Ri~rine Slope+ Depreuional Slope+ Lake-Oi111e 5ion1l + RiYerine along ~ will'lin boundarv ~ional + Lab-ftintt Salt Waeer Tidal Fri nae &lid 1ny other clan of ii-e,hwater wetland lliveritH: ~onal l,..!!_e-_fringe D~ional Dcprcuional ".i~ Tmtu ESTIJARINE under wetbnd.s with special cha_racterinics I lf you are w,able still to dettrmine which of the above criteria apply to your wetland, or if you have more than 2 HGM d&nell within a wetland boWldary, dauifythf: wetland as Deprtnional for the nting. Wetlatldltab111F.,.,-.-WfttcmW111hing1.0n 4 version • LIJ."dUcd Mlh new WDFW denniliDfw. lkt Wo8 AuJIII! lCJO,I I i ' ! ] : I I ' ! I ·~ " I ., ,1,.1,~ - : " t1 i ,~ , .. , ::-t 1"1 o ...:~-+----+--l'"'--------------!'-..;'.:c-!;c_ ____ .:;Ec_---J-'-/ a j "' "' "' "' "' I I • i j I ' t I ..J j • - . . I i • I i I j ('( .. .,.'!," .,-J) - Wrtla...:1 name or number H 2.4 WaWJ M4ifl9£ rc:liaou 1Jie o~ dacri.P,1"" of lM Ullldl~ ,iroulld 1Jw. -ila1u{11U11 balf/tJ) (IN p. '4) Tbetc. aie .s leU! J ocbet wcllandl within Yi M. &Dd Ille connectforu berwDUI theJii an: rclatlvcly 1111dlstur'oed (lii)u ivu.ina bc:lwNII. wet1aadf OK. u i, lab 5hcn: wilb JOrllC bnarinc. but COMCCtiona f.hould NOT be bisected by pawd road1, flt!, field., o~, """' de~clopmau. pom~ • The ~d ii Lau-fiinae on• 1alr;e wltb little dimarti.oa IDd there ue 3 other ae weclandl within Yo rnilc ~ -, The~ are .u leui J olhu wetland& within !/, mile, BUT the conn,e.aioas bth,cai them a,e disl\lfbcd p:)iot1 -3 The wetland i.s L1ke-frini4!: OQ • '-kc wltb dilhlrblna: W tllere are 3 otho::r l.ice-friu,e w~Jandwitbin'!,.mile pomb-3 There is fJ 1ea$t l wetland within Y, mile, poim1'" 2 I There an: DO wi=tl¥d.l wkhifl 'h. mile. poioti '"O L 6, Hl TOTAL Score-oppon.urutyforprovidiogb1bitas I / ( I Addlhurom H2.l Hl.l H2.J HV I I TOTAL (D,H l frornpage 14 -~-- 1-T-,-,-,,-&-,-n-l~-H-,-.-,-,,-,-.-~-,-.-,-u·---... --... -,,.-;,-,-,.-,-H-t, H 2 and record the re,;;..1 on ,-:;-- p. I Wrtl&nd k.ui111 Form -"Nntcm W11hi11S1on 17 vcni1111 2 Updmd with 11n' WOFW &i:nni1>11111 Oct. lOOI .,,..,,_2004 Wtlland name or"""'~ CATEGORIZATION BASED ON SPEClAI CHARACTERISTICS Pleiue dekrmilae if the lff/la,uJ "'"13 the attributes de$crJbu below and circle du appr-oprlate a11.rwff"1 a11d Colegory. Circle Ille C.Ourr:,ry w.iiu 1/r~ Doe, the wetlf.lld unit meet the fol!owin,: crilenl fo, E,tuarinc wetlands? -Thedomi~nt w11er regime i5 1iwil, -Vegetated, •nd -With a s.linity JrCltcf llwl O., ppt / YES= GotoSC 1.1 No2 SC 1.1 ls the wc:tl&nd unit within a N•tionai Wildlife Rcfu1e, National Park, N.tional EsiLW)' RCIU\IC, Natunl Am PTe.serve, Stale Part or Educational, Environmental, or Scientific RC:Kf\'c designated under WAC 332-30.151? YES'." Cateaory I NO go to SC l.2 SC 1.2 [J the wellaDd uni1 ,1 leasc I ,en: in size and meets II Lcut two of the (ol\owin1 Ihm: conditions? YES '"'Category I NO• Category Il -The wetland U rdatively undistllrbed (h.u no diking, di1ching, lillin,g, cultivation, sruins. and hu len th•n JO';. cover of non-native pl1n1 specie.!. If the non-native S14nin~ spp. •~ the only spc,c;ie1 Chai cover more 1han 10'/• oft:he wetland, lhcn the we1bnd Jhould be given a dial rating (LIIIJ. The ma of Splrtin1 would be nb!:d, C11i1gory [[ while the relatively L1Ddisturbed upper manh with native sPf:(:ies would be • C1.1eaory I. Do IIClt, howc:11«, ix.elude W area of SP1rtina in detenninina the size tllmhold or I acre. -Al Ju,t !!. oflhe landwud tdge o!IIM! wetland hu a 100 R buffer of Jhrub, fora!, Of wi-graud or un-mowcd gnul111d. -The wetland 1w It ltul 2 oflhe following features: Cid.al ch1nnelJ, depre»ioM with open ww:r, or contiauous freshw11er wetluKls. Welland Jut, .. Fann --.1:tTn W101hin11011 ii ~on 2 Upda.tect wilb MW WDFW <1,er,nitio,. (XL l008 Au1,.t2004 C•teaory c,1.1 Cat. I Cai. II Du.I r1Ua1 I/II Wesl.tnd name or 11umbef ---------------------,----SC 1,0 Natur.al Herlta&e Wetla11cb (3Hp. 11) Natural Hcrilq'e wetland& have been identified by the Wllbin1to11 N*tun.1 Hcrillgc Propm/DNR u either hi1h quality undisturbed ~andl. or IW:tlan!li that IUppOrt state Threatened, Endan1ered, or Sensitive pl1n1 specict. SC 2. L b lhe wetland unit being rated in a SectiowJ'ownahip{RM,ge Ul6'. contairu a Natural Heritage wetland? (this quarto,, i.s usffi ,o scuoi out #foJt sitLJ before )'Oil flud lo amlrn:l WNHPIDNR) S/Tlk in(llmllllian rro111 Appcndi1 D _ OI' IICCft;Kd fi'ta WNHPIDNR wdJ siic YES __ -contact WNHP/DNR (tee p. 79) and ro to SC 2.2 -NO~ SC 2.2 Has DNR identified the wetland u I tiigh qualicy:SZ· wetland or u or u I iik with SUie threatened or endana:Cffll plant species? YES• C11ie1ory I NO ts Htrita.ge Wetland SC 3.0 Bor;1 (U•p. 17) Docs die wetland unit (or HY part of Ilic Hil) meet both the aiceria. for soils and vegetation in bogs? Vt• tM .ky below to id,,.tify ift1'• -tltlltd U a bog. If~ 41U"IIIU yu }'I'll wiU Jtlll 11•1#1 ta nltl d,1 WdtfM Hid tM Ill f,uu:t~s. 1. Docs ~ unit have oraanic soil horlzon1 (i.e. layers or DfP111C ,oil). either peats or muck.J, thal compose I 6 incbu or more orlM first 32 inches of the wil profile? (Sec Appenclli. B fora field Key to identify orpnic aoils)? Yes· ~to~3 ~-row~2 2. Docs the unit have organk soil 5, either peats or muck.s that are less than 16 incbl:s deep over bedrock. or an impermeable hardpan such u clay or volcanic a,h, or that arc noatiJli on a lake or pond? Yes· 10 toQ. 3 No-b notabo1 forpurposeofuting 3. Does the unit have more than 7Qf/t cover oflnOIICs at ground level, AND other pJanls, if present, cons.ist of the "hos'' spo::ics liJted in Table 3 u • significant component of the vegeca.tion (more !hall 30% of the lotal shrub and hcTbaceowi cover consists of species in Table 3)? Ycs-habogforpw-poscofnting No· gotoQ."4 NOTE: If you a.re uncertain about the «tent of moau in the W'ldertiory you nuy substitute that criterion by meuurin& !he pH oftht: water thst Jeeps inti:i I hole du, st leut [6~ deep. If the pH~ less th.Lo 5.0ud the "bo1" plant species ln Table 3 .vc praent. the wctiald i, a bo1. / Is the unit fol'Qled (> 30¥. cover) with litka ,pn,cc, sllb&lpinc fir, wultm red cedar, west.em hemlock,. lod,:1pok pln1, QUWD1 upcn. Englemann', spruce, or western while pine, WITH any oflbe 1 · (or combination of species) 011 th1 boa species plant list In Tabk J lipificaot ~nent oftbc ll'OUnd COl'ff (> 30% COWl'Oft of dt l 1JinJ,ll,crbattOUl cow,.)? 2. YES .. Category( No_bnot1bo1forpurposeofratin1 Wctllllld R11i,. fom, -wat.m W•hiq!Ol'I I~ va,ion l Updaltd wilti""" WDFW ddinitio111 0a 200& Aligu,t.2004 Cst,1 Cat.1 W euand naine or n111111><,J SC 4.0 Forested WedaltCI (J# p. H) Does the wetland Wlit have at least I acre of forest th&t mce1 one of these crittria for the Department of Fish and Wildlife's forests II priority habitats? If you a,mo,-er ~ you will Jlilf nud to rak t>it weth111d baud on ilJ Juncti()lrS, -Old-srowda foretb: (wut ofC11cade crest) S11ndsof1! last two trl:t .tpttiu, ! formina a multi-la~ canopy with occuional small openilliS; with at lcut 8 trccslacR (20 treci/bcctare) that are 11 lcul 200 ycan of •JC OR have n diameter at breast hcijht (dbh) of J2 inches (81 cm) or more. NOTE: The criterion for dbh iJ. based on meuumnentll for upland forests. Tw~undred yeuold treeJ in wedlflds will ol'tcn t.ve a smaller dbh btcauu cheir growth rates are often slower. The DFW criterion is and "OR" 10 old-growth forest! do not necessarily have co have trees of this di1meter. -Matun foreab; (watoftbc Cucade Crest) Stands where the 1al1C3C ir-ec, arc BO -200 yean old OR have average diunetm (d.bh) t.11.ceeding 21 inches (5km); crowncl;lvtrmay be less that 100%; decay, decadence, number, of s111a:s, and qUIIltityoflar,.: do\ltlT!Cd~ is gtnerally less than that found I in <lid-growth. L. "--•· [ Cst. I YES'" C-Sor}' l NO _oot 1 ~ .... eu,nd wilh spcti1I dlarxtcriJtig SC 5.0 Wecl ... d1 la Colltd Lapo111 (l#C P, fl) Does the wctJand mcecall of the following criteria of a wetland in I coastal lagoon'! -The wet.land lies in a depression adjacent lo marine wuers that is wholly or pa,tially Jt]mltcd from marine w1tm by s,ndbanks. gravel banks, shingle, or, less frequently. rocb -The lapn in which lhe wetland 1.11 localed ron11in1 surface water thu 1s saline or brackish (::o O.S ppt) dwir11~0 year.in at leut a portion of 1hr: 1aaoon (nttds 10 ~ lfl«IJu/°N n th• bottom) YES., Go lo SC 5 I NO_ not a wetland ma coast.I] lagoon SC 5. I Does 1hr: wetland meets all of 1hr: following three conditions? -The wetland is relati~ely widlllturt>,cd (hu no diking, dik:hing, filling, cultivation, pazing), and hu les1 lb.an 20"Ao cover or in\la:11ve plan! spcciu (see list ofinvuive species on p. 7~). -At least % of the landward edge of the ,...etland hu a 100 ft buffer of shrub, forest, or un 4 grazed or un-mov.cd p-auland. -The wetland is larpr than J/10 a<:rc (4350 square feet) YES '" Ca1.tgory t NO'" Category JI Wellard R.a1ing form -"'Blml WMn11110n 20 ~enton 2 Updltlld willl 111:• WDFW •11tutions Oct 2008 "'-lsuot 200<! Cat. I c.,.11 .. We!lllld 11.mc o, n11mbcr SC 6.0 lnterd .. ul WtUNdt (:rn p. JJJ l!I the wetland unit wuc of the 1889 line(1l$o ulled y"1mt Boundary of Upland Owncr,bip or WBUO)? L. _ ·-· YES· 10 to SC 6.1 NO_ oot an mtcrdww wetland for rating l/yo11 11u,nr yu >"'fl Mil 1dl1,,..i t,,.. llt• -""-' .,._ \tfl lb /1111CU.,u. In practical tmru lhlt mwu. the followin11eograph~ ~u: Lon1Bcach Peninsula-landl wutofSR !OJ • G111yland-Wutport• lands wctto!SR 105 • Ocean Shorcs.Copalis-1,.nd.t watoISR l 15 .ud SR 109 SC 6, I It the wel.Wld one acre or larJCr, or is it in a mo:taic: or-tl&nds thal is once acre or laricr? YES-C.teaoryll N0-j0toSC6.2 I cat.II SC 6.2 ls the unit bClween 0.1 and I~. or is it in.a mouic of wetlands that is between 0.1 uid t ICrC? YES• ~IDrY ID j ~ Wcilanclll.llli,,.Form-wts~rnWahinp)l'1 21 ~enfon 2 Updaltd with ni,:w WDFW ddlnw-Ck!-200& AL1111tt 200o1 /"ft • ' . .. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -----:::CITY=---OF O ® ----~Renton ~ DENSITY WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov l. Gross area of property 50,399 square feet -~---- 2. Deductions: Certain areas are excluded from density calculations. 3. 4. 5. 6. These include: Public Streets* Private access easements* Critical Areas** Total excluded area: 0 square feet ------ 0 square feet ------ 0 square feet ------ 0 ------ Subtract line 2 (total excluded area} from line 1 for net area 50,399 Divide line 3 by 43,560 for net acreage 1.1570 Number of dwelling units or lots planned 5 Divide line 5 by line 4 for net density 4.3215 *Alleys (public or private) do not have to be excluded. square feet square feet acres units/lots = dwelling units/acre **Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands, or floodways." Critical Areas buffers are not deducted/excluded. 1 l:\HANSEN SURVEYING\Dwgs\2016\21616\SHORT PlAT\DENSITY WORKSHEET.doc RECEIVED OCT 3 l 2016 CITY OF RENTON PlANt,IING DIVISION Rev:08/201S . ·- Administrative Short Plat Report and Decision Dated March 31, 2015 LUA15-000024, SHPL-A Page 15 of 17 J. Decision RECEIVED L:' ;l '-":o CITY Of "'-~·!TON PLANNING IJlv.SION The Skagen 5-Lot Short Plat, File No. LUA15-000024, SHPL-A is approved and subject to the following conditions: 1. The applicant shall be required to comply with conditions as outlined in the approved street modification issued on June 7, 2011 (Exhibit 15). Response: All construction of Street Modifications per approved street Modification issued on June 7, 2011, has been completed. 2. The applicant shall be required to limit the number of access points to no more than three (3) curb cuts from the 5-lot short plat to Talbot Rd. S; two shared driveways and one single © driveway with a corresponding note on the face of the plat. Mutual access easements shall serve Lots 1 & 2 and Lots 3 & 4. Access easements shall be granted and conveyed to the lot owners at the time of sale. Response: The number of access points is kept at 3 curb cuts with 2 shared drives and 1 single driveway. 3. The applicant shall be required to complete half-street frontage improvements along the entire frontage of Talbot Rd S. A revised site improvements plan shall be submitted to, and approved by, the Current Planning Project Manager and the Plan Reviewer prior to construction permit approval Response: The Y, street improvements have been completed along Talbot RDS. 4. The applicant shall move all retaining walls at least three (3) feet behind the public right-of-way. A revised landscaping plan shall be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. Response: There are no retaining walls behind the public right of way. 5. The applicant shall maintain a five-foot (5') driveway separation from any property line before constructing a driveway at the maximum 15% grade on Lot 5. Response: There will be a 5ft driveway separation from any property line with a maximum of 15% driveway grade. 6. The applicant shall provide a driveway cross-section, not exceeding 15% grade, with the building permit application for Lot 5. Response: A driveway cross section with a maximum of 15% grade has been submitted with permit application for lot 5. -·. • 7. The applicant shall revise the landscaping plan to include a 10-foot landscaping strip along the rear portion of Lot 5 which shall be placed in an easement with a corresponding note on the face of the plat. Alternatively, the applicant my elect to revise the short plat to connect both Tract A and Tract B such that there is a minimum 10-foot separation between Lot 5 and the property line to the east. Response: The landscape plan has been modified to show the 10ft landscape area on the east side of lot 5. .. (_lrde: '\11 1 · ·~·\_· ~,iii.:.;, I ,1,. ·1,·-t·1i ) ~ ()( J. ()/1 Old Republic Title, Ltd. Pl\!( fl(lfH( \II· \ \11,Drfl [};\\::. FOR l.\FOR\l \TIO', \Ml \'i,l~T \.\CE 0\ Till, TITLE ORDER CO\T \CT: L\ ',\\\OOD OFFICL: \T:11·km:: Cir:i.bn. P,1111 \elk\\ clld~, P.jr1rndnhl or ·1 nm n Harri<:. !'.111d1I lj_lJ':-\~'<_J ., ,,1··..: . ..:i·:t1 releplrn11c: i-l-_'" J 77<,---l-:o.:; 1·,1\: ( l:"5) 77(1-)"";5() Our \t;iff ran assist you with proprrties in h.ing, Pien,_·e and Snohomish ( ounties Reference \\' 1-l t lughcs. Ir. Co. !nc. I(): N'.COLE M. JOHNSON S1EWARTTITLE CQt-1PANY 183 106TH AVE NE STE 680 BELLEVUE, WA 98001 Lad1 es;: (ient le men: RECEiVED OC1 3 l 7U'i\i CliY Of RENTON PLANNING DIVISION !n the rnalter 0fthe plcH ~uhmi1ted for ).-(1ur apprO\aL the Cnlllpa11y 10IJ Republic '\;itiona! ritle !n":>urancc Company) lrns examin~d Lhe recurds dfthe C(1u11t:i-.\uditor a11d Count:, ( 'Jerk of King Cuunt)·. \\a..,hington. and the records of the Clerk 1..1f the Lnit<:d State'> Courts hnlding terms in said Cnu11t;-and fr{)fll such examination hereby certities that the title tu the follliVv ng described iamL Situalo.: lr1 said C,1u11t:i-. lCl-\.\ it: \. eqcd 111 \\-H 1-11 'CiHES . .JR. CO. I'-.{ .. n \\ ac;hi11~1rn1 ... :orpc11 :.1tinn 'iEE \TT.\( HED f\ll!BIT "\" HJ!{ U:(; \L DESCRIPTIO'- f-(JR SPFC! \L E\r l"Yi)()'-.S. SLL \·r l"\Cl!U_)· I· \lllllll "\" Lot 1, K.ing Coun:y Srort Plat Number 1182029 (revision) recorded L;nder Recording No. 8607010588, records of l<ing County, 'Nashington. SITIJ/\TE in the County of King, State of Washington E\ll OF EXHIBIT"\" '-l'E< I\L L\CLP 110,S: 1. Rights of parties in possession and claims that may be asserted under unrecorded instrume1ts, if any. 2. Tei-ms and provisions as contained in an instrument, Entitled Recorded Short Plat fEsi:JrnaC:L 26, l;:J:35 itLQfflcialJ,ccords unde,· Re~ordinq_l'.Jumi:JEc_r: 3502261125 3. Terms and provisions as contained in an instrument, Entitled Recorded Short Plat July L 1986 in Official Records i,;nclgr Recording Number 8607010588 4. GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENT; 1ST HALF DELINQUF:NT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1: Year Amount Billed Amount Paid Tax Account No. Levy Code Assessed Valuation Land Improvements 2016 $2,517.58 $1,258.79 793100-0058-00 2167 $189,000.00 $0.00 5. Deed of Trust to secure an indebtedness of the amount stated below and any other amounts payable under the terms thereof, Amount T rustor / Borrower Trustee Beneficiary /Lender Dated Recorded Loan ~-Jo. $712,601.92 W.H. Hughes, Jr Company Inc., a Washington corporation Old Republic Title, Ltd., a Delaware corporation NWBF, LLC, a Washington limited liability company June 8, 2016 ) ~J i_~1s; __ J) /__~_Q_l_'.J ____ 1_r_1 _ _Qffo: 1 a: F,cc ~ ~d s _!)_n_d_~.l~_Re;:QccJj_o_gJ'Lu.m ber 160610 Modification/amendment of the terms of said Deed of Trust, by an instrument EntrtlecJ E1er:uted By Dated RecarrJed Loan Modification Agreement 'N.H. Hughes, Jr. Company Inc., and MWBF July 8, 2016 ]_'.Ji I _ l__L __ 2_0J.9 i '' ... _Q_(ti (; L&8 _ss~_Q_r_:~Li u n Q_~-~-.E~(grd i '! ,-) J u:r,_b__~ 20160711002075 6. ~JOTE: The last recorded transfer or agreement to transfer the land described herein is as follows: Recorded Vlll: ! June 1JL.?_0_16 in Official P.ecxd_s under Re~ordinq r~un_1b_~ 201G06U0012D9 I lie liahiiit'. ufthe ( nmp,m_: under thi-.. Plar ( ·enifii.::iltc: shali he limited l(' 1hc ;rnmtmt ufac!tial !use; sustained b:: rhe :.iddrcsscl' Liccau.c;e ofrclia11..:c upu11 lhc i11t0nnatir>n set forth ill'rcin. but in 1w C\·ent shall such liability e\ceed the fr:e paiJ f11 this Plat Cendicot~. c111.:DI I C EXISTNG ASPHALT REMOVAL AND REPLACEMENT AS PART OF WATERUNE INSTALLATION PROP. 5-UNIT CBU MAILBOX ,.~~- 159.1 LF 12" PROP. ASP H. SD, S=8 .58% WIDENING AREA \ \ ·- -. fyT Eg, I RESET UD TO FIN. SIDEWALK GRADE PER REQUIREMENTS .. ~-,. . / "··. , ;?1,' JI."" ,i '\ "\ . V C'"i ,. fl. 1:' 1X.v,. / ~:, c' 1 ' ' :/{ "" -·· ) . \ f OF DETAIL 2/C-11. "" !MP STA. 13+58.1 w ft. 20' RAMP \GI~. 0~<·0~ DR~ 12/ DC/"\"~,\ . ';;,~ ~16 Jl) 6-~~7 ~ I )1 /'. ;' .! /t//1'\ / I I I ' / / !~ // y 1· ' I/ I / ,1/ ,I JI [_\ r..J.)1 /{; :/·.1J \ _____;ri \ .. \ ,, ' \' •. '. ' 11 .\ I , -~ / /I CONSTRUCT NEW ASPHALT PROP. SURFACING PER CROSS / SAWCUT SECTION DETAIL 2/G-1 O. '·ti LINE ~£~i?AJ~L~- \ .,. ,g .\.• - =-c---~-..,.,.. ~ --~ PIPE4 PIPE5 6" CO IE=196.1 15 STA. 14+33.1 STA 14+91. END CONC. GUTTER. ct_ 15' DRIVEWAY RAMP CUT OR FllL CATCH POINT FOR FRONTAGE IMPROVEMENTS, TYP. / () ,, - 0 ~-, ,, -< n z ~ 0 -, 2 .,, ""' Gl ,0 ..... 2 m r-v ~2 ~ --, cr, 00 :z 2 :::ii:, rn () rn -< m 0 STA 14+91.5, END CONC. SI 0 '· .. ® 21616 BOUNDARY CLOSURE REPORT Tue Oct 25 I I :15:49 2016 Northing Easting Bearing Distance I 58222.05 I 1303043.545 N 75°04'34" W 2.520 158222.700 1303041.1 IO N 73°19'58" W 171.030 I 58271. 754 1302877 .266 Radius: 25.000 Chord: 35.357 Degree: 229° I 0'59" Dir: Right Length: 39.272 Delta: 90°00'20" Tangent: 25.002 Chord BRG: N 28°19'48" W Rad-In: N 16°40'02" E Rad-Out: S 73°19'38" E Radius Point: 158295. 704, 1302884.436 158302.876 1302860.487 N 16°40'22" E 305.550 158595.581 1302948.151 S 89°35'38" E 95.000 158594.907 1303043. I 49 S 00°03'38" E 372.860 158222.047 1303043.543 Closure Error Distance> 0.00468 Error Bearing> N 32° 12'25" E Closure Precision> 1 in 210843.7 Total Distance> 986.232 Polyline Area: 50398.76 sq ft, 1.156 acres RECEIVED OCT 3 l 2016 CITY OF RENTON PLANNING DIVISION , ' 21616 LOT 1 CLOSURE REPORT Tue Oct25 11:13:32 2016 Northing Easting Bearing Distance 158821.084 1302977.564 s 16°40'22" w 45.060 158777.918 1302964.636 Radius: 25.000 Chord: 35.357 Degree: 229°10'59" Dir: Left Length: 39.272 Delta: 90°00'20" Tangent: 25.002 Chord BRG: S 28°19'48" E Rad-In: S 73°19'38" E Rad-Out: N 16°40'02" E Radius Point: 158770.745,1302988.585 158746.796 1302981.415 S 73°19'58" E 79.740 158723.925 1303057.805 N 16°40'22" E 70.060 158791.040 1303077.905 N 73°19'58" W 104.750 158821.083 1302977.556 Closure Error Distance> 0.00795 Error Bearing> N 88°55'25" E Closure Precision> 1 in 42602.9 Total Distance> 338.882 Polyline Area: 7204.10 sq ft, 0.165 acres 21616 LOT 2 CLOSURE REPORT Northing Easting Bearing Distance 158924.622 1303021.361 s 16°40'22" w 60.000 158867 .145 1303004.14 7 S 73° I 9'58" E I 17.000 158833.588 1303116.231 N 16°40'22" E 60.000 158891.065 1303133.445 N73°19'58"W 117.000 158924.622 1303021.361 Closure Error Distance> 0.00000 Total Distance> 354.000 Polyline Area: 7020 sq ft, 0.161 acres Tue Oct 25 11:10:45 2016 21616 LOT 3 CLOSURE REPORT Northing Easting Bearing Distance 158998.149 1303043.139 s 16°40'22" w 60.000 158940.671 1303025.925 S 73°19'58" E 117.000 158907.114 1303138.009 N 16°40'22" E 60.000 158964.592 1303155 .223 N 73°19'58" W 117.000 158998.149 1303043.139 Closure Error Distance> 0.00000 Total Distance> 354.000 Polyline Area: 7020 sq ft, 0.161 acres Tue Oct 25 11 :09:59 2016 21616 LOT 4 CLOSURE REPORT Northing Easting Bearing Distance 159069.705 1303064.398 s 16°40'22" w 60.000 159012.228 1303047.184 S 73° 19'58" E 117.000 158978.671 1303159.269 N 16°40'22" E 60.000 159036.148 1303176.483 N 73°19'58" W 117.000 159069.705 1303064.398 Closure Error Distance> 0.00000 Total Distance> 354.000 Polyline Area: 7020 sq ft, 0.161 acres Tue Oct 25 11 :08:21 2016 21616 LOT 5 CLOSURE REPORT Northing Easting Bearing Distance 159200.681 1303103 .939 s 16°40'22" w 62.000 159141.288 1303086.151 S 73°19'58" E 117.000 159107.731 1303198.236 N 16°40'22" E 21.260 159128.097 1303204.335 N 00°03'38" W 42.550 159170.647 1303204.290 N 73°19'58" W 104.750 159200.690 1303103.941 Tue Oct25 11:06:17 2016 Closure Error Distance> 0.00946 Error Bearing> S 11 °13'14" W Closure Precision> I in 36750.3 Total Distance> 347.560 Polyline Area: 7005.49 sq ft, 0.161 acres file;///192.168.1.200/ ... SURVEYING/Dwgs/2016/21616/SHOR T%20PLAT /LOT"/o20CLOSURES%20BRS/LOT"/o205%20CLOSURE.txt[10/25/2016 11: 57 :51 AM] ·, . 21616 TRACT A CLOSURE Northing Easting Bearing Distance 159235.474 1303189.291 S 89°35'38" E 95.000 I 59234.801 1303284.288 S 00°03'38" E 47.080 159187.721 1303284.338 N 73°19'58" W 104.750 159217.765 1303183.989 N 16°40'22" E 18.490 159235.477 1303189.294 Tue Oct 25 10:40:32 2016 Closure Error Distance> 0.0043 I Error Bearing> S 46°51 '07'' W Closure Precision> 1 in 61587 .0 Total Distance> 265.320 Polyline Area: 3204.42 sq ft, 0.073 acres 21616 TRACT B CLOSURE Northing Easting Bearing Distance 158170.721 1303317.896 N 75°04'34" W 2.520 158171.370 1303315.461 N 73°19'58" W 91.290 158197.553 1303228.007 N 16°40'42" E 70.060 158264.666 1303248.114 S 73°19'58" E 12.250 158261.152 1303259.849 N 16°40'22" E 201.260 158453.951 1303317.592 S 00°03'38" E 283.230 158170.721 1303317.891 Tue Oct 25 10:37:15 2016 Closure Error Distance> 0.00525 Error Bearing> S 87°00'35" E Closure Precision> 1 in 125865.0 Total Distance> 660.610 Polyline Area: 11924.11 sq ft, 0.274 acres file:///192.168.1.200/ ... RVEYING/Dwgs/2016/2 l 6 l 6/SHORT%,20PLAT1LOT%20CLOSURES%20BRS/fRACT%,20B%20CLOS URE. txt[ 10/25/2016 l l :58: l3 AM] COST DATA AND INVENTORY ___ ':~::i~J...~,.!.'.\~f<~·lf'"'·c,_i"-_' __ ~·,,~2~LB.> "l-?LA-Y-CITY WTR-_______ _ PROJECT WWP-_____ _ NUMBERS: SWP-_______ _ NAME OF PROJECT: TRO- TED-_______ _ TO: City of Renton FROM: 1J i,/ v;c, rF~:;, I,::_, . Plan Review Section Planning/Builtling/Public Works 1055 South Grady Way 61h floor Renton, WA 98055 DATE: Per Llie rcqucs1 of the City of Renton, the following information is furnished concerning costs for improvements proposed to be installed for the above referenced project. :WATER SYSTEM CONSTRUCTION COSTS: I .cngth ----- ----- ----- ----- ----- ----- LF. of L.F. of L.F. of L.F. of EACH of EACH of EACH of Size Type WATERMAIN WATERMAIN WATERMAIN WATERMAIN GATE VALVES GATE VALVES GATE VALVES EACH of FIRE HYDRANT ASSE!v!BLIES $ ----- (Cost of Fire IIyJrants mu.~t he listed separately) $ Engineering Design Costs City Permit Pees $ Washington State Sales Tax TOTAL COST FOR WATER SYSTEM s SANITARY SEWER SYSTEM: Length ~ Siz~· . LP. of 1..r. of Type ---- ---- I I -i I J' i-.\ \ SEWER MAIN SEWER MAIN L.F. of -.,, SEWER MAIN EA of '-'~ DlAMETER MANHOLES Engineerin!! D~n Co~ts ~S _____ _ City Pern~it,Fecs S ' ------ Washington State Sales Tih.. -~S _____ _ (Sewer Stub -line between sewer main and priv<1ie property line) -·~'------ TOTAL COST FOR SANITARY SEWER SYSTEM ~$ _____ _ STO_RM DRAl"!AGE SYSTEM: Length Size .:'( t'> L.F. of ___u._._ L.f. of L.f. of EA of Type --- --- --- STORM LINE STOR.M LINE STORM LINE STOR.i:\1 INLET --1..::....b._ STORM CATCHBASIN ---~-EA of _ ! __ EA of " r". STORM CATCHBAS!f\ ,· Engineeringieslgn Cost,; $ 2-,-(:,t'"" ~ City Permit Fees $ / ~-·<-: ;-:re \Vashington State Sales Tax $ -~·:·~~ .. TOTAL COST FOR STORM DRAINAGE SYSTEM $ j .. ·1 :g /'( t· L_.. ________ • STREET IMPROVEMENTS: <'.'.-7 C: (h1cluding Curb, Clutter, Sidewalk, Asphalt Pavement mid Street Lighting) .<}, .,., 'l·l\-k-j.:.,:2\ - ( j)C' ~L~r_:. __ ~L~ ,,-l~ /-L,.,_.f.~._;_· , .. : . <, ,}_:__~'..,.,_ .• l k -_('.__ 2..._/ 0 ,-~,--~·~·].:'.2..'~-~ _ -Lrf$_,l·l' e' t, _,; d.. ._, ' --, ,~ -·--1 . ' ---.,-----... , .. -~1tzt1i-·- 1..~.--·-----·· -··. __ .} .... _ __:~~--·-----... ! I SIGNALIZATION: (Including Eng. Design Co~ts, City Pc-rmit Pees, WA St Sales Tax) /-·' J \ ----.--··~--·--·---~- STREET LIGHTING: (Including Eng. Design Costs, City Permit Fees, WA St Sales Tax) . -__ 1,1 _j ,\ - le<'..--{ d·~ C /,-) L• L-r} '2· '-) ,~121 I l·f-/.=X=-··. +-----/"--, --/------~ Print signatory name formsiCOSTDATA.DOC/bh (day phone//) (Signatory m "t_bc authorized agent or owner _ ·S~hjcct development) I Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 BILL OF SALE Proj Name: Project File#:Lv/\ i:,-~ ~ I Reference Number(s) of Documents assigned or released: Addi ional reference numbers are on page __ . Grantor(s):'\ , I Grantee(s): 1. k_) , ~ , Hu"-tlf;:S to -__I ~ ,,:;.. I. City of Renton, a Municipal Corporation 2. The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the foltowing described personal property: WATER SYSTEM: SANITARY SEWER SYSTEM: STORM DRAINAGE SYSTEM: 1... L.F. of L.F. of L.F. of each of each of each of L.F. of L.F. of L.F. of each of each of each of L.F. of L.F. of L.F. of each of each of each of Gate Valves Gate Valves Fire Hydrant Assemblies Water Main Water Main Water Main Sewer Main Sewer Main Sewer Main ______ " Diameter Manholes Diameter Manholes Lift Stations Storm Main Storm Main Storm Main Storm Inlet/Outlet Storm Catch Basin Manhole STREET IMPROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk 'L ~ L.F. Asphalt Pavement: ·, SY or L. F. of STREET LIGHTING: • l # of Poles __ Lf"--1--'--- By this conveyance, Grantor will warrnntand defend the sale hereby made unto the Grantee against sll and every person or persons, whomsoever, lawfully claimin° or to claim the same. This conveyance shall bind the heirs, executors, administrators and as$lns forever. \\rvfps-0 I \data\Piazza\DA TA_ Center\Fonns\PilPW\BILLSALE2.DOOJ-IP Paget ' '· IN WITNESS WHEREOF, said Granter has caused this instrument to be executed this(!. ay of~. 20JJ LRI / iO ·· 14-10 r t Notary Seal must be within box Notary Seal must be within box INDIVJDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that _________ _ _________ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) ________________ _ My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT STATE OF WAS!llNGTON ) SS COUNTY Of KING ) I certify that I know or have satisfactory evidence that _______ _ ________ signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and ________ _ of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print)_~ My appointment expires: ______________ _ Dated: \\rvfps-01 \data\Piazza\DAT A_ Center\F orms\PBPW\BILLSALE2 .DOOJ·JP Page 2 • DEPARTMENT OF COM ... JNITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DA TE: Project Name: Project Number: Project Manager: Owner/Applicant: Contact: Project Lo cation : Project Summary: Site Area: March 31, 2015 Skagen 5-Lot Short Plat LUA15-000024, SHPL-A Clark H. Close, Associate Planner Michael & Laura Skagen, 12050 SE 1781 h St, Renton, WA 98058 Phillip Kitzes, PK Enterprises, 23055 SE 263rd St, Maple Valley, WA 98038 197XX Talbot Road South (APN 793100-0058), Renton, WA 98055 The appl ic ant is requesting approval of a 5-lot short plat for the future development of 5 sing le-family houses. The su bject property is located on Talbot Rd S, between S 196th Pl and S 199th St in the Residential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of 5 lots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements . The propos ed lots range in siz e from 7,005 gross squa r e f eet in area to 7,020 gross square feet. The r es id e ntial density is 4.4 dwelling units p er net acre. Access to the lo ts would be from Talbot Road S. Half street frontage improve m e nts will b e compl eted a lon g Talbot Rd S. The applicant is also requesting to extend the previously approved street modification in order t o not make any street improvements to the undeveloped street frontage along S 198th Pl. (A Street Modification Request was approved by City of Renton on June 7, 2011; LUA11 -089.) 50,398 square feet (1.16 acres) Project Location Map Short Plot Report LUAlS-000024 e City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUA15-000024, SHPL-A Report of March 31, 2015 Page 2 of 17 B. EXHIBITS: Exhibit 1: Short Plat Staff Report and Administrative Decision Exhibit 2: Neighborhood Detail Map Exhibit 3: Existing Conditions (PP-01) Exhibit 4: Lot Layout (PP-02) Exhibit 5: Tree Retention Plan (PP-03) Exhibit 6: Landscape Plan (PP-04 & PP-OS) Exhibit 7: Site Improvement Plan (C-6) Exhibit 8: Site Grading Plan (C-7) Exhibit 9: Geotechnical Report prepared by Soil & Environmental Engineers, Inc., dated on October 14, 2011 Exhibit 10: Technical Information Report prepared by John R. Tuttle, dated November 14, 2014 Exhibit 11: Critical Areas Report by Sewall Wetland Consulting, Inc., dated October 21, 2011 Exhibit 12: Soos Creek Water and Sewer District Certificate of Water Availability (dated September 15, 2011) Exhibit 13: Soos Creek Water and Sewer District Certificate of Sewer Availability (dated September 15, 2011) Exhibit 14: Construction Mitigation Exhibit 15: Street Modification Request Response -South 198'" Place Exhibit 16: Advisory Notes to Applicant C. GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Classification: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: 5. Neighborhood Characteristics: a. North: Vacant /R-4 zone) Michael & Laura Skagen, 12050 SE 178th St, Renton, WA 98058 Residential-4 du/ac (R-4) Residential low Density (RLD) Vacant b. East: c. South: d. West: Single Family Residential (R-4 zone) Single Family Residential (R-4 zone) Single Family Residential (R-4 zone) 6. Access: 7. Site Area: Short Plat Report 15-000024 Via one private, and two shared, driveways extended from Tabot Rd S. 50,398 SF (1.16 acres) City of Renton Deportment of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision WA15-000024, SHPL-A Report of March 31, 2015 D. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation (Benson Hill) Skagen Short Plat (Expired) Land Use File No. N/A N/A A-06-002 LUAll-089, SHPL-A E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Ordinance No. 5329 5329 5327 N/A 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 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standards 2. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations -General b. Section 4-4-130: Tree Retention and Land Clearing Regulations 3. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions Page 3 of 17 12/10/2007 12/10/2007 03/01/2008 02/03/2012 b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements and Minimum Standards c. Section 4-7-150: Streets-General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Permits -Specific 6. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Community Design Element G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant has proposed to subdivide a 1.16 acre (50,398 square feet) site, an infill subdivision project, located within the Residential -4 dwelling units per acre (R-4) zone. The subject property is located at 197XX Talbot Road South (APN 793100-0058). which is between S 196th Pl and S 199th St (Exhibit 2). The proposal would create a total of five (5) lots intended for the development of detached single-family residences (Exhibit 4). The site is vacant. The proposed lots range in size from 7,005 gross square feet (GSF) in area to 7,020 GSF with two open space tracts totaling 15,318 square feet. Density would be 4.4 dwelling units per net acre (du/ac). The allowed maximum density of the R-4 zone is 4.0 dwelling units per acre. The proposal is consistent with these density requirements with rounding provisions. Short Plot Report 15-000024 City of Renton Deportment of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Report of March 31, 2015 Administrative Short Plat Report & Decision WA15-000024, SHPL-A Page 4 of 17 According to the geotechnical investigation, there are no critical areas located on the proposed project site which generally slopes northwesterly at about 10% to 15%, except for the eastern and northern portions of site where steeper slopes exists at approximately 30% to 40% (Exhibit 3). There is a Category 2 wetland located to the north of the site for which the buffer extends onto the subject property and is located within the Open Space Tract A (Exhibit 4). The applicant is not proposing any impacts to the wetland buffer. There are 72 existing trees deemed to be "significant" on the site. The applicant proposes to retain 18 trees outside the open space tracts and 19 within the open space tracts (Exhibit 5), and will comply with required City of Renton landscaping standards for the final short plat by providing a 10-foot landscaped strip along the public street frontage of each lot (Exhibit 6). According to published geologic information (Geologic Mop of The Renton Quadrangle, King County, Washington by D.R. Mullineaux, 1965), the site area is underlain by Stratified drift (Qsr). The materials include well sorted, virtually un-weathered sand and pebble gravel (Exhibit 9). The geotechnical report revealed un-documented fill covering the site by about 4 to 7 feet which is underlain by competent native soils. The fill materials include brown and dark brown silty sand with gravel, trace (about 5% by weight) organic matters and trace debris such as plastic, glass, brick and metal. The test pits also encountered dense native sand from the ground surface to a depth of 10 feet. As such, the liquefaction potential is negligible. No ground water was encountered in any test pits. The report concludes that onsite infiltration to the native sand is feasible; and in order to mitigate for seepage, all infiltration facilities should be located at least 15 feet from any structure. Appropriate design, construction, monitoring, and maintenance measures will be required of the project (Exhibit 14). 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800{6)(a). 3. Compliance with ERC Conditions N/A 4. Staff Review Comments 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 has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report (Exhibit 16). 5. Consistency with Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat: SHORT PLAT REVIEW CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat. (.I Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated) 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site is designated Residential Low Density (RLD) on the Comprehensive Plan Land Use Map. Lands in the RLD designation are intended ta guide development on land appropriate for a range of law intensity residential where land is either constrained by sensitive areas or where the City has the opportunity ta add larger-lot housing stock, at urban densities of 4 dwelling units per net acre (du/ac), to its inventory. The Short Plat Report 15-000024 City of Renton Deportment of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plot Report & Decision LUAlS-000014, SHPL-A Report of March 31, 2015 Page 5 of 17 proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: Policy LU157. Within the Residential 4 du/acre zoned area allow a maximum density of 4 units per net acre to encourage larger lot development and increase the supply of upper income housing consistent with the City's Housing Element. ,I' Staff Comment: Net Density is defined, such that density calculations resulting in a fraction that is less than 0.50 shall be rounded down to the nearest whole number. The proposed density is within the preferred range with a net density of 4.4 du/ac {5 lots/ 1.13 acres = 4.4 du/ac) with small lot cluster development. Objective CD-C. Promote reinvestment in and upgrade of existing residential neighborhoods ,I' through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should be ,I' encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. Policy CD-15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and/or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, vegetation, and location Note 1 of entries and walkways, to reflect the site planning and scale of existing areas. Staff Comment: Proposed lot sizes are generally smaller than existing Jots bordering the parcel, although more recent subdivision of land in the oreo hos created similar-sized lots to the northwest. Detailed site and architectural designs, which would be reviewed to determine compatibility with the context of the site, are not yet available. 2. COMPLIANCE WITH THE UNDERLYING ZONING CLASSIFICATION: Objectives and policies of the Comprehensive Land Use Plan (RLD) designation are implemented by Residential 4 zone (R-4). RMC 4-2-llOA provides development standards for development within the R-4 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: Density: The maximum density allowed in the R-4 zone is 4 du/ac. Net density is calculated after the deduction of critical areas, areas intended for public rights-of-way, and private access easements. Calculations for minimum or maximum density that result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density calculations resulting in a fraction that is less than 0.50 shall be rounded down to the ,I' nearest whole number. Staff Comment: The applicant would be required to record 1,000 square feet of area for private access easements. As a result, the net square footage of the site would be 49,398 square feet {1.13 net acres). The five lot proposal would arrive at a net density of 4.4 dwelling units per acre (5 lots/ 1.13 acres= 4.4 du/ac). The proposed density falls within the preferred range for the R-4 zone. Cluster Development: Larger lot subdivisions are preferred in the R-4 zone; however, "small lot cluster11 are allowed on sites where open space amenities are created. Resulting ,I' development is intended to be superior in design. Small lot clusters of up to a maximum of fifty (SO) lots are allowed within the R-4 zone when at least thirty percent (30%) of the site is permanently set aside as "open space." Such open space shall be situated to act as a visual buffer between lot clusters and other development in the zone. Short Plat Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUA15-000024, SHPL·A Report of March 31, 2015 Page 6 of 17 Staff Comment: The proposal for 15,318 square feet in open space would arrive at a 30% set aside {15,318 SF/ 50,398 SF = 30%}. The Tracts along the northern and eastern borders would act as a buffer ta the abutting R-4 classified properties. The properties to the west and east would be buffered by improved and unimproved right-of-ways along Talbot Rd S and S 19B'h Pl and the required 10 feet of ansite landscaping along the public street frontage of each lot. The only area that lacks a direct open space buffer between the proposed lot cluster development and the R-4 parcel to the east is the rear portion of Lot 5 for approximately 45 feet along the shared property line. Staff is recommending that the applicant revise the landscaping plan to include a 10-foot landscaping strip along the rear portion of Lot 5, which shall be placed in an easement requiring retention, and noted on the face of the plat. Alternatively, the applicant may elect to revise the plat ta connect both Tract A and Tract B such that there is a minimum of 10 feet of separation between Lot 5 and the property line to the east. Lot Dimensions: The minimum lot size permitted in the R-4 zoning designation is 8,000 square feet, except for small lot cluster development, where R-8 standards apply. A minimum lot width of 70 feet is required for interior lots and 80 feet for corner lots, except for small lot cluster development, where R-8 standards apply. Lot depth is required to be a minimum of 80 feet, except for small lot cluster development, where R-8 standards apply. For a small lot cluster development in the R-4 zone, R-8 lot dimension standards would apply. Therefore, the minimum lot size permitted for Lots 1-5 is 7,000 SF (Ord. No. 5724). The minimum lot width is 60 feet for interior lots and 70 feet for corner lots. Lot depth is required to be a minimum of 90 feet. Staff Comment: The following table identifies the proposed dimensions for Lots 1-5: Proposed Lots Lot Size Width Depth (7,000 SF minimum) {60 or 70 feet minimum) {90 feet minimum) Lot 1 7,012 SF (Gross) 70.06 feet 112.00 feet 6,762 SF (Net) Lotz 7,020 SF (Gross) 60.00 feet 117.00 feet 6,770 SF (Net) Note 1 Lot 3 7,020 SF {Gross) 60.00 feet 117.00 feet 6,770 SF (Net) Lot4 7,020 SF {Gross) 60.00 feet 117.00 feet 6,770 {Net) Lots 7,005 SF 62.00 feet 104.75 feet Tract A 3,205 SF N/A N/A Tract B 12,113 SF N/A N/A Without the creation of shared driveway tracts or mutual access easements the applicant meets the minimum lot size requirements of the code. The net area of the lot foils short of the minimum lot size should staff require both shared driveways to be wholly within a tract and a mutual access easement to be recorded with the King County Recorder's Office. Because the City is requiring the applicant to consolidate their access into shared driveways, which necessitates access easement, the easement area should not be deducted from the lat area when determining compliance with minimum lot size. if the applicant could access each lot with individual driveways, which is permitted by code, the lots would meet minimum lot size os no easement or tract would be required. Therefore, staff has determined the lots meet minimum lot size based on gross lot area. Stoff is in support of deviations from shared driveway standards and minimum lot size requirements of the code, effectively not requiring Short Plat Report 15-000024 City of Renton Deportment of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUAlS-000024, SHPL-A Report of March 31, 2015 Page 7 of 17 the applicant to provide separate access tracts to serve Lots 1 & 2 and Lots 3 & 4. The purposes of the deviations are to reduce the number of curb cuts on Talbot Rd Sand improve the public interest. Upon the sale of the lots, the owner must convey mutual access easements for the benefits of Lots 1 & 2 and Lots 3 & 4. Setbacks: The required setbacks in the R-4 zone are the following: front yard is 30 feet; a side yard along the street is 20 feet; interior side yard is 5 feet; the rear yard is 25 feet. For small lot cluster developments in R-4 zone (Lots 1-5), R-8 interim setback standards apply (Ord. No. 5724). The required setbacks are as follows: front yard is 25 feet; interior side yard is 7.5 feet; side yard along a street is 17.5 feet for the primary structure; and the ./ rear yard is 25 feet. Staff Comment: All lots appear to contain adequate area to provide all the required setback areas for new residences. Compliance with building setback requirements would be reviewed at the time of building permit review. As shown on the preliminary site plan (Exhibit 4) all houses would meet the building setback requirements. In addition, the homes built on these new lots would be subject to RMC 4-2-115 Residential Design Standards. Building Standards: The R-4 or R-8 zone permits one single family residential structure per lot. Accessory structures are permitted at a maximum number of two (2) per lot with a maximum size of 720 SF each, or a maximum of one (1) per lot with a maximum of 1,000 SF. Accessory structures are permitted only when associated with a primary structure located on the same parcel of land. The maximum building height in the R-4 or R-8 zone is 30 feet. Building height is based on the measurement of the vertical distance from the grade plane to the average height of the Note 3 roof surface. The grade plane is the average of existing ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line, or where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. The maximum building coverage in the R-8 zone, for lots larger than 5,000 SF, is 35 percent or 2,500 SF, whichever is greater. The maximum impervious surface area is 75%. Staff Comment: The building standards for the proposed lots would be verified at the time of building permit review. Landscaping: Ten feet of onsite landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways per RMC 4-4-070. Such landscaping shall include a mixture of trees, shrubs, and groundcover as approved by the Department of Community and Economic Development. Minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover are to be located in this area when present . ./ Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard. Staff Comment: The applicant is proposing 10 feet of onsite landscaping with 100 percent drought tolerant plant material totaling 3,443 square feet (Exhibit 6). Species include: 6- Chinese dogwood, 4-Japanese snowbell, 16-oakleaf hydrangea, 17-yellowtwig dogwood, 95- English lavender, 36-davids viburnum, 19-hamelin fountain grass, 99-double play artist spiraea, 40-compact blue fescue, 124-powis castle artemsia, grace ward at 12" O.C. triangle spacing, and kinnikinnick 24" 0. C. triangular spacing. Short Plat Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plot Report & Decision WA15-000024, SHPL-A Report of March 31, 2015 Page 8 of 17 No rock walls will be allowed in the planter strip orea(s). A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. Retaining Walls and Fences: A retaining wall that is four feet (4') or taller, as measured by the vertical distance from the bottom of the footing to the finish grade at the top of the wall requires a building permit. A fence shall not be constructed on top of a retaining wall unless the total combined height of the retaining wall and the fence does not exceed the allowed height of a standalone fence. There shall be a minimum three-foot (3') landscaped setback at the base of retaining walls abutting public rights-of-way. Landscaping shall include a mixture of shrubs and groundcover (trees are optional) in conformance with the standards of RMC 4-4-070H4, Perimeter Parking Lot Landscaping. Fences or hedges adjacent to retaining walls with a combined height that exceeds the Compliant if allowed height of a standalone retaining wall shall be set back by a minimum of two feet Conditions (2'); this area shall be landscaped as if it were a terrace. of Approval Staff Comment: There is a proposed 3.4-foot tall retaining wall, at the back of the sidewalk, Met engineered to support the concrete driveway on Lot 1. Staff recommends as a condition of approval the applicant be required to move the retaining wall at least three (3) feet behind the public right-of-way. In addition, the applicant shall include three (3) feet of landscaping between the wall and the sidewalk. A final detailed site grading plan and landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. Any rockeries or retaining walls greater than 4 feet in height will require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. Tree Retention: RMC 4-4-130 requires 30% of the trees be retained in a residential development. Staff Comment: There ore a total af 72 significant trees located onsite of which 18 are " proposed to be retained. The applicant is required to retain 30 percent of the trees located onsite that are not located within critical areas, proposed rights-of-way and access easements. The applicant indicates 19 trees onsite would be excluded from the tree retention calculations due to their location in proposed tracts; therefore, the 18 trees proposed to be retained meets the minimum 30% tree retention requirement (Exhibit 5/. Parking: Each unit is required to accommodate off-street parking for a minimum of two " vehicles. Staff Comment: Sufficient area exists, on each lot, to accommodate off-street parking for a minimum of two vehicles. 3. CRITICAL AREAS: The proposal is consistent with critical area regulations as stated in RMC 4-3-050 if all conditions of approval are met: Critical Areas: According to Renton COR Maps the site contains sensitive areas, specifically steep slopes near the northeastern portions of site. Manage development activities to protect geologically hazardous areas as defined by the Growth Management Act and RMC 4- " 3-050, Critical Area Regulations. Staff Comment: The applicant submitted a Geotechnical Report prepared by Soil & Environmental Engineers, Inc., dated on October 14, 2011 /Exhibit 9/. The report indicates that the topography af the site descends gently northward at about 10% to 15%, except for Short Plat Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUA15-000024, SHPL-A Report of March 31, 2015 Page 9 of 17 the eastern and northern portions of the site where steep slopes are present on the order of 30% to 40%. At the time of the report, the slope areas af the site were covered with dense trees whereas the flat area was covered with tall grass. Based on the review of the contour lines, it appears that the site may reach regulated slope status within open space Tract A. No impacts are proposed to Tract A; therefore, the project complies with the Critical Areas Regulations of the code. 4. DESIGN STANDARDS: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R-4 zoning classification. The Standards implement policies established in the Land Use and Community Design Elements of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design Standards would be verified prior to issuance of building permits. The proposal is consistent with the following design standards, unless noted otherwise: Lot Configuration: One of the following is required: 1) Lot width variation of 10 feet (10') minimum of one per four (4) abutting street-fronting .;' lots, or 2) Minimum of four (4) lot sizes (minimum of four hundred (400) gross square feet size difference), or 3) A front yard setback variation of at least five feet (5') minimum for at least every four (4) abutting street fronting lots. Stafi Comment: Based on the lot layout, configuration standard #1 has been met /Exhibit 4). Garages: The minimization of the visual impact of garages contributes to creating communities that are oriented to people and pedestrians, as opposed to automobiles. One of the following is required (some options are not listed here due to lack of site feasibility, i.e. garages accessed from alley): 1. Recessed from the front of the house and/or front porch at least 8 feet, or 2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of the garage for at least the width of the garage, plus the porch/stoop area, or 3. Sized so that it represents no greater than 50 percent of the width of the front fa~ade Note 3 at ground level, or 4. Detached. The portion of the garage wider than 26 feet across the front shall be set back at least 2 feet. Stafi Comment: Building plans, which would be used ta determine visual impact of garages, have not been submitted yet. The general orientation of the building footprint shows the garages in the front of the house and the front door of the houses near the back of the house. This design may not meet the standards for garages. Compliance with the garage code would be submitted and reviewed at the time of building permit review. Primary Entry: Entrances to houses shall be a focal point and allow space for social interaction. One of the following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or Note 3 2. Porch: minimum 5 feet deep and 12 inches above grade. Exception: An ADA accessible route may be taken from a front driveway. Stafi Comment: Building designs, which would be used to evaluate design of entrances, hove not been submitted yet. They would be submitted for building permit review. Note 3 Fa~ade Modulation: Buildings shall not have monotonous fa~ades along public areas. One of the following is required: Short Plot Report 15-000024 City of Renton Deportment of Community & Economic Development SKAGEN S-LOT SHORT PLAT Administrative Short Plot Report & Decision LUAlS-000024, SHPL-A Report of March 31, 2015 Page 10 of 17 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on fac;ades visible from the street, or 2. At least a 2-foot offset of second story from first story on one street-facing fac;ade. Staff Comment: Building designs, which would be used to evaluate design of far;ades, have not been submitted yet. They would be submitted for building permit review. Windows and Doors: Windows and front doors are an integral part of the architectural character of a house. Windows and doors shall constitute 25% of all fac;ades facing street frontage. Note 3 Staff Comment: Building designs, which would be used to evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review. Lot 1 would need to, at minimum, meet the openings requirement of 25% percent for two facades, namely the far;ade facing both Talbot Rd Sand S 198th Place. Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and character. Abutting houses shall have differing architectural elevations. Note 3 Staff Comment: Building designs, which would be used to evaluate scale, bulk, and character of structures, and design of windows and doors have not been submitted yet. They would be submitted for building permit review. Roofs: Roof forms and profiles are an important architectural component. One of the following is required: 1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof Note 3 (dormers, etc., may have lesser pitch), or 2. Shed roof. Staff Comment: Building designs, which would be used to evaluate roof forms, have not been submitted yet. They would be submitted for building permit review. Eaves: Eaves and overhangs act as unifying elements in the architectural character of a house. Both of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and Note 3 2. Rakes on gable ends must extend a minimum of 2 inches from the surface of exterior siding materials. Staff Comment: Building designs, which would be used to evaluate design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review. Architectural Detailing: Architectural detailing contributes to the visual appeal of a house and the community. If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least 8 inches is required between the first and second story. Also, one of the following is required: Note 3 1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or 2. A combination of shutters and minimum 3-1/2 inch trim details all windows and minimum 3-1/2 inch details all doors. Staff Comment: Building designs, which would be used to evaluate architectural detailing, have not been submitted yet. They would be submitted for building permit review. Note 3 Materials and Color: A variety of materials and color contributes to the diversity of housing Short Plot Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Report of March 31, 2015 Administrative Short Plat Report & Decision LUA15-000024, SHPL-A Page 11 of 17 in the community. Abutting houses shall be different colors. Color palettes for all new dwellings, coded to the building elevations, shall be submitted for approval. Additionally, one of the following is required: l. A minimum of 2 colors shall be used on the building (a main color with different trim color is acceptable), or 2. A minimum of 2 different siding materials shall be used on the building. One siding material shall comprise a minimum 30 percent of the street-facing fa,ade. If masonry siding is used, it shall wrap the corners no less than 24 inches. Staff Comment: Building designs, which would be used to evaluate material and color choices, have not been submitted yet. They would be submitted for building permit review. 5. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for the subdivisions. The proposal is consistent with the following subdivision regulations if all conditions of approval are complied with: Access: Each lot must have access to a public street or road. Shared driveway must be wholly within a tract. The tract shall be shown and recorded on the face of the plat to be preserved in perpetuity. The owners of the subject lots shall have an equal and undivided interest in the ownership of the tract. The shared driveway must be installed prior to recording of the plat unless approved for deferral. An access easement must be recoded with the King County Recorder's Office and be shown on the face of the plat to encumber the entirety of the tract. The easement shall prohibit any temporary or permanent physical obstructions within the easement including, but not limited to, the parking of non- emergency vehicles. Maximum driveway slopes shall not exceed fifteen percent (15%); provided, that driveways exceeding eight percent (8%) shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Driveways shall not be closer than five feet (S') to any property line. Staff Comment: Access to the new lots would be from Talbot Rd S. The applicant is proposing to utilize mutual access easements between Lots 1 & 2 and 3 & 4, via two shored driveways, which will reduce the number of curb cuts to no more than three /3} curb cuts along Talbot Rd S. Staff is in support of a modification from the requirement to place shared driveways wholly within a tract in order to reduce the number of curb cuts onta Ta/bat Rd S. A reduction in the number of curb cuts on Talbot Rd Sis in the best interest of the public and will serve to improve overall traffic safety on Talbot Rd S. Staff recommends as a condition of approval that the applicant be required to include two (2) mutual access easements for Lots 1 & 2 and Lots 3 & 4 upon land conveyance. The mutual access easements must be recorded prior to, or concurrent with, the sale of the lots to individual owners. The applicant is proposing porous concrete for the two shared driveways. The driveway to the house on Lot 5 will be constructed with cement concrete and the slope of the driveway is at 15% grade at the entrance. Staff recommends as a condition of approval that the applicant shall maintain a five-foot (5'} separation from any property line before constructing a driveway at 15% grade on Lot 5. The applicant must file for a deferral in order defer the installation of the shared driveways improvements. Because the driveway is designed at the maximum permitted slope, staff recommends as a condition of approval that a driveway cross-section be provided with the building permit application for Lot 5. If the driveway exceeds the maximum driveway slope of 15%, at any point, a variance would be required. Short Plat Report 15-000024 City of Renton Deportment of Community & Economic Development SKAGEN S-LOT SHORT PLAT Administrative Short Plat Report & Decision WAlS-000024, SHPL-A Report of March 31, 2015 Page 12 of 17 Streets: The proposed street system shall extend and create connections between existing streets per the Street Standards outlined in RMC 4-6-060 Street Standards. Staff Comment: Frontage improvements are required to be constructed in the right-of-way fronting the site in Talbot Road S. Ta meet the City's new complete street standards, street improvements fronting this site will include a 5-foot sidewalk, 8-foot planter strip, curb, gutter and 32-feet of pavement from centerline, including a 5-foot wide bike lane per the y' adopted 2009 Trails and Bicycle Master Plan. Per RMC4-6-060D.3 the grid pattern may be adjusted to a "flexible grid" by reducing the number of linkages or the alignment between roads due to topographical constraints. Due to difficulties with constructing a roadway to safe and economical engineering standards for S 198th Pl, a street modification was issued on June 7, 2011 /Exhibit 15). Therefore, the applicant is not required to complete the grid system as part af the short plat. However, staff recommends as a condition of approval the applicant be required to comply with conditions as outlined in the approved street modification issued on June 7, 2011 (Exhibit 15). N/A Blocks: Blocks shall be deep enough to allow two tiers of lots. Stat[ Comment: No new blocks would be formed. Alleys: Within the R-4 zone, alley access may be required by the Reviewing Official based on one or more of the following criteria: a. Minimum lot widths are reduced; or b. An increase in density is allowed; or c. Alley(s) are present in the surrounding area; or d. If significant trees and/or vegetation are preserved; or y' e. The clustering of homes is allowed; or f. If site characteristics allow for the effective use of alley(s). Stoff Comment: Based on the proposed clustering of the Jots, the use of an alley is the preferred method of access. The size of the development is also not conducive to alley access and the use of alleys would have more of a negative impact on the environment than a street pattern without alleys. Due to topographical constraints a street modification was issued waiving the requirement to improvement of S 198'h Pl, precluding the effective use of an alley. Relationship to Existing Uses: The proposed project is compatible with existing surrounding uses. y' Staff Comment: The properties surrounding the subject site are all single-family residences and are zoned R-8 on the City's zoning maps. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code. 6. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: y' Police: The Renton Police Department has commented that the proposed project would have minimal impact on police services and has estimated five (5) calls for service annually. Fire: Sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees. The applicant would be required to pay an appropriate Fire Impact Fee. The 2015 fire impact fees are applicable at the rate of $495.10 per single family unit. y' The fire flow requirement for a single family home is 1,000 gallons per minute (gpm) minimum for dwellings up to 3,600 SF (including garages and basements). If the dwelling exceeds 3,600 SF, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There is one existing fire hydrant in this area and it meets Short Plat Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUA15-000024, SHPL-A Report of March 31, 2015 Page 13 of 17 current code. A water availability certificate is required from Soos Creek Water and Sewer District. Fire department apparatus access roadways are adequate as they exist. Schools: It is anticipated that the Kent School District can accommodate any additional students generated by this proposal. The students would be bussed to the following schools: Springbrook Elementary, Meeker Middle School and Kentridge High School. Students attending Springbrook Elementary is within walking distance; however, there is a bus that travels along Talbot Rd S that would likely pick-up students for this school. The .;' location of the bus stop is different each year as the students change schools. The addition of frontage improvements would assist in improving adequate provisions for safe walking conditions for students who walk to and from school and/or bus stops. A School Impact Fee, based on new single-family lot, will be required in order to mitigate the proposal's potential impacts to Kent School District. The fee is payable to the City as specified by the Renton Municipal Code. The 2015 fee is currently assessed at $5,486.00 per Ord. No. 5738. Parks: Although there would be no significant impacts to the City of Renton Park System anticipated from the proposed project, an impact fee is required of all new residential development per Ordinance No. 5670. Park impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time Compliant if the building permit is issued. As of the date of this report, the fee is $1,441.29 per dwelling. Conditions The applicant would be responsible for constructing a 5-foot wide bike land per the adopted of Approval Renton Trails and Bicycle Master Plan (May 11, 2009). As submitted, the sidewalk stops Met about 10 feet shy of the north property line. Staff is recommending that the applicant complete the half-street frontage improvements along the entire frontage of Talbot Rd S (including across the entire length of Lot 5 and Tract A). Staff recommends as a condition of approval that a revised site improvements plan be submitted to, and approved by, the Current Planning Project Manager and the Plan Reviewer prior to construction permit approval. Stormwater: A Technical Information Report, dated November 14, 2014 was prepared by John R. Tuttle (Exhibit 10) and submitted with the land use application. According to the City of Renton's map in Reference 11-A below, the proposed project area is within the Flow Control Duration Standard (Forested Condition). The applicant's engineer has indicated that flow control is required because the proposed project will add more than 2,000 SF of impervious surface. In fact, the proposed site improvements will add more than 5,000 SF of new impervious surface and will disturb more than 7,000 SF of land. As such, the project will require a full drainage review. This project proposes to infiltrate runoff from proposed roofs areas and pervious concrete driveways with infiltration drywells and infiltration trenches, to ensure that any flow increases from the site to the roadside ditch are minimal (less than 0.1 .;' CFS for the 100-year peak flow rate). The report mentions the project will utilize stormwater sizing credits for flow control by infiltrating roof runoff into drywells and driveway runoff into infiltration trenches per BMP Full Infiltration. Drainage plans and a final drainage report based on the City adopted 2009 King County Surface Water Drainage Manual and City Amendments was submitted with the pervious utility construction permit. The King County Soils Survey classifies onsite soils as Alderwood gravelly sandy loam (Ag(), a till soil and City of Renton Soils Survey Map classifies onsite soils as Alderwood gravelly sandy loam (AgD). The existing site shows no sign of erosion from overland sheet flow due Short Plot Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUAl5-000024, SHPL-A Report of March 31, 2015 Page 14 of 17 to heavy vegetative cover. Compliant if Water Service: A water availability certificate has been issued by Soos Creek Water and Conditions Sewer District (Exhibit 12). An "approved" set of water plans from Soos Creek Water and of Approval Sewer District will be required to be submitted with the civil plans. Met Compliant if Sanitary Sewer Service: A sewer availability certificate has also been issued by Soos Creek Conditions Water and Sewer District (Exhibit 13). An "approved" set of sewer plans from Soos Creek of Approval Water and Sewer District will be required to be submitted with the civil plans. Met Transportation: The proposed short plat is also anticipated to generate additional traffic on Compliant if the City's street system, due to increase vehicle trips to and from the proposed project. The Conditions applicant would be required to pay an appropriate Transportation Impact Fee in order to of Approval mitigate transportation impacts. Currently, this fee is assessed at $2,214.44 per net new Met single family home (5 x $2,214.44 = $11,072.2). This fee is payable to the City at the time of building permit issuance. H. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant is requesting an Administrative Short Plat in order to subdivide a 50,398 square foot parcel, into five (5) single family lots and two open space tracts suitable for development with five (5) single-family residential structures. The proposal would result in a density of 4.4 dwelling units per net acre. 2. Application: The property, located at 197XX Talbot Road South (APN 793100-0058), is owned by Michael & Laura Skagen. The application was submitted on January 20, 2015 and determined complete on January 26, 2015. 3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of Residential Low Density (RLD). The proposed project furthers the objectives and policies of the RLD section of the Land Use Element of the Comprehensive Plan. The objectives and policies of the Community Design Element are also supported by the project as it has been proposed. 4. Zoning: Objectives and policies of the RLD designation are implemented by standards and regulations of the Residential-4 zone. The project, as proposed with cluster development, meets or exc€€ds the R-8 interim zone standards and regulations, including open space, gross lot size, lot width, and lot depth. 5. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4-7 Subdivision Regulations. 6. Existing Land Uses: The site is vacant. 7. Setbacks: Minimum setback requirements would be verified at the time of building permit review. 8. System Development Charges: As of the date of this report, the Surface Water System Development Fee for new single family residential is $1,350.00 per new lot. 9. Public Utilities: Impacts to public services are assessed on a single-family dwelling basis at the impact fee rate in place at the time the construction permit is issued. There are sufficient services available to serve the proposed plat. 10. Schools: The project site is located within the Kent School District (KSD) which encompasses approximately 72 square miles. Students would attend Springbrook Elementary, Meeker Middle School, and Kentridge High School. Each of these schools is within 2.5 miles from the property. KSD has Short Plat Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Administrative Short Plat Report & Decision LUAlS-000024, SHPL-A Report of March 31, 2015 Page 15 of 17 indicated they would be able to handle the impact of the additional students estimated to come from the proposed development. 11. Governing Ordinances: The City ordinances governing the development of land up to and including adopted Ordinance No. 5737. 12. Safe Routes to Schools: The Kent School District will bus all students to and from their respective schools and there is an identified safe walking route to the school bus stop. I. CONCLUSION: 1. The subject site is designated Residential Low Density (RLD) in the Comprehensive Land Use Plan and complies with the goals, objectives, and policies established with this designation. 2. The subject site is zoned Residential 4 (R-4) and complies with the zoning and development standards established with this designation, provided the applicant complies with the Renton Municipal Code, and conditions of approval. 3. The proposed use, with small lot cluster development, is anticipated to be compatible with existing and future surrounding uses as permitted in the R-4 zoning classification, provided the conditions are complied with. 4. Staff does not anticipate any adverse impacts on surrounding properties and uses as long as the conditions of approval are complied with. 5. The proposed 5-lot short plat complies with the subdivision regulations as established by City Code and state law provided all advisory notes and conditions are complied with. 6. The proposed Skagen 5-Lot Short Plat complies with the subdivision regulations and street standards as established by City Code and state law, provided the project complies with the approved shared driveway standard deviation, street modification, and all advisory notes and conditions of approval contained herein. 7. Safe and efficient access and circulation has been provided for all users. 8. There are adequate public services and facilities to accommodate the proposed short plat. 9. A safe pedestrian bus route is available between the project site and the schools. J. DECISION: The Skagen 5-Lot Short Plat, File No. LUA15-000024, SHPL-A is approved and subject to the following conditions: 1. The applicant shall be required to comply with conditions as outlined in the approved street modification issued on June 7, 2011 (Exhibit 15). 2. The applicant shall be required to limit the number of access points to no more than three (3) curb cuts from the 5-lot short plat to Talbot Rd S; two shared driveways and one single driveway with a corresponding note on the face of the plat. Mutual access easements shall serve Lots 1 & 2 and Lots 3 & 4. Access easements shall be granted and conveyed to the lot owners at the time of sale. 3. The applicant shall be required to complete half-street frontage improvements along the entire frontage of Talbot Rd S. A revised site improvements plan shall be submitted to, and approved by, the Current Planning Project Manager and the Plan Reviewer prior to construction permit approval. Short Plat Report 15-000024 City of Renton Deportment of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Report of March 31, 2015 Administrative Short Plot Report & Decision WA15-000024, SHPL-A Page 16 of 17 4. The applicant shall move all retaining walls at least three (3) feet behind the public right-of-way. A revised landscaping plan shall be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. 5. The applicant shall maintain a five-foot (5') driveway separation from any property line before constructing a driveway at the maximum 15% grade on Lot 5. 6. The applicant shall provide a driveway cross-section, not exceeding 15% grade, with the building permit application for Lot 5. 7. The applicant shall revise the landscaping plan to include a 10-foot landscaping strip along the rear portion of Lot 5 which shall be placed in an easement with a corresponding note on the face of the plat. Alternatively, the applicant my elect to revise the short plat to connect both Tract A and Tract B such that there is a minimum of 10-foot separation between Lot 5 and the property line to the east. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: ~-&Ir~(~ Je~THenning, Planning Director a 1~, I 1-bts- Dale 1 Department of Community & Economic Development TRANSMITTED this 31st day of March, 2015 to the Contact/Applicant/Owner(s): Contact: Applicant/Owner: Phillip Kitzes Mikael & Laura Skagen PK Enterprises 12050 SE 178th St 23035 SE 263'" St Renton, WA 98058 Maple Valley, WA 98038 TRANSMITTED this 31st day af March, 2015 to the Party(ies) of Record: Marvin Bennett Renee Bystedt Gabriel & Lucia A/but 9607 S 198th Pl 18428 Talbot Rd S 19901 97th Ave S Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 William Plant Norm & Tovi Harris Mark Kaminsky 9600 S 198th Pl 19924 97th Ave S 19801 97th Ave S Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Catherine Springer Ruth Ann Bennett Marcus Bennett 19803 97th Ave S 9601 S 198th Pl 9607 S 198th Pl Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Patrick & Patty Turpin Juli Moore DeAnna & Mike White 19908 97th Ave S 19916 97th Ave S 19911 97th Ave S Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Karla Hagemier Pat & Carl Haas Donna & Jeff Stephens 19925 97th Ave S 19807 97th Ave S 19834 97th Ave S Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Short Plat Report 15-000024 City of Renton Department of Community & Economic Development SKAGEN 5-LOT SHORT PLAT Report of March 31, 2015 Irene Tappero 19920 97th Ave 5 Renton, WA 98055 Patrick Hearron 19917 97h Ave 5 Renton, WA 98055 TRANSMITTED this 31st doy of March, 2015 to the following: C.E. "Chip" Vincent, CED Administrator Steve Lee, Development Engineering Manager Jan Conklin, Development Services Carrie Olson, Development Services Craig Burnell, Building Official Vanessa Dolbee, Current Planning Manager Fire Marshal Renton Reporter Administrative Short Plat Report & Decision WA15-000024, SHPL-A Page 17 of 17 K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION: The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on April 14, 2015. 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.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the 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. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body 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 approval body 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 time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (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. Short Plat Re part 15-000024 / ' -' ' ,.,..,,,;-, ~''"'~ __ .:;,__ I I ~PRING RRoOK·AcJ.. -. / 7-E fACTS i + EXHIBIT 2 I \ NE 06-22-05 Lt1:·!F1.~" n?f.;f,-vi--T--== f' I I I I ',\ ;i -r __ .,T ...... TTJ~~~J I =-=· i== ii :1 -JJ-~ \ ., J <C () UJ U) ,{ UJ !Z CJ \ ! ~ - \ I \ ( \ I I I -- "'I s1 Z, > ~ :, Ill ... 0 < "" ::E ~, ~,, .. ' .. zi~~.! Ciuij,i ~ ~ <I " ~ t-1 " < ! cl '" § t "i • ~!;h i I I ' fldi • ~ • ~ ~ • ~ ~ ~ la 2 ~ • " i ~ 3 ~ 0 0 • ~ ~ rt') 1- 1-4 i:a 1-4 :c >< w ~ -\~ ~ {!;', I I ;1'..... " ;( I " ' " " " " ·- " " \ >--· -r ~ I ---1 ~ I -~ I ··, ' 1, " : i ,, ' ,<t o, .. , -·i: ·- (• ,, NE 1/4, SEC. 6, TWP. 22N., RGE. SE., W.M. --' 'l ocVs,o, • \/ ,, ~\ ::a \, ' \ \\ ' X.- 1 -~; 'I: 1\/ ,, # \ \ -,. ,, I -- J \" 11.:::.~.1 SMALL CLUSTER CALCULATION: iurAlAA.EA{SITT)~so,398SQtJAREFEET-. --- AREA IN OPEN SPACE REQUIRED (30%)•15,119 SQUARE FEET AA.EA !N OPEN SPACE SHOWN,,15,318 SQU/\RE FEET PERCENTAGE OF OPEN SPACE"30% NOTE, PER OiAPTER 4, cm OF RENTON OTY-WIOE DEVlloPM~NT STANDARDS, SECTION 4-2-llOD, NIJMBER 10, SMALL LOT Cl.USTERS SHAl.l. BE Al.l.OWl:O IN TttE R-'l lONE, WHEN THIRTY PERO:NT (30%) OF THE SITT IS PERMANENTLY SET ASIDE AS "SIGNIFICANT OPEN SPACE." lN THE EVENT THERE JS A 5MAU LOT CWSTER OEVELCPMENT, R-8 STANDAAD5 APPLY. Tl-115 PROJECT COMPUES Wl1H THIS DEVELOPMENT STANDARIJ. ZONING INFORMATION FOR PLAT: FRONT YARD SETBACK" 25 FEET SIDE YARD SET1IAO( = 7.5 R:ET SIDE YARD STREET SETIIACK" 17.5 FEET REA/I. YARD SEl1IN:X" 2.5 R:El MINIMUM LITT WIDTH, INTHUOR" 60 R:ET MINIMUM LOT WlDTH, CORNER" 70 FEET MINIMUM LOT S12E" 7,000 SQUARE FEET MINIMUM LOT DEPTH "90 FEET LOT AREA TABLE LOTl: 7,0l2TOTAI.LOTAREA(5f} 6,762 NET LOT AREA (SF)" LOT 2: 7,020 TOTAL LOT /\REA (SF) 6,770 NET LOT AREA (SF)• LOT]· 7,020T0TALLOTAREA(SF) 6,no NET LOT AREA {SF)" LOT 4: 7,020 TOTAL LOT AREA (SF) 6,no NET LOT AREA (SF)• LOTS: 7,005TOTALLOTAREA(SF) "NH LOT AREA" lOTALLOf AREA-DRM:WAV AREA : ... ,j ' ' 4.ft) Cl Iv O SKAGisN51..0YS.~;o,nPLooY ~ ~EN~O\i crrtOf:'j8fTOtl'il [),H,• W"-SHINGY ® '""'""""" '"'"'"' ' .. , .. ,., ""u,vr,.i;' EXHIBIT 4 ' i ' z 0 I-~ ~ w -~-z w ' w :c 5 I-<I) ~ w ~ l 0: 0: ' 0 ' w ' ws: 0: I- ~ ] -------,----1---- ' ' \_ ' ' ' ' ' bi ~ :0 " ----------------~--- " "' "' "' "' "' -~ ~----------- '>-----, -- ! -- ' h~ _,Ii---. 'I<: )i~ -· I'""' l~1-i '..J i'-: _1::_ -~;Y I " i I -· -----r·-1 :r \ ' .:: ··---u------- NE 1/4, SEC. 6, TWP. 22N., AGE. SE., W.M. r------_'_'" ____ ----_-_-_ -.-.~~ . -,, i'·::; ·• '• ,.:, . ' ~-----~----- -)/--_-_-//j-:•_•---__ ---_--~ -' • -' :-,i_ --·~-._j.-,.·A-T~l --- - -"--- \ ---y ,-.-'..-J_ r-----c! ... , "> I/ l / I I \ _/ \ I ,\/ • I I \ I I ' \ ' I j \\ -\ ' ' \\ \ ;' / -·-. \ :.i.~ --, ---· ---~'=-- _ s: 198TH PLACE ,1 PER RMS 4-4-070 LANDSCAPING: I. IAAJGATION REQI..IIREMEtiT"S: l. JRIUGATION ANO AUTOMATIC CONlRCULR: A. A PERMANENT BUILT-IN IRRIGATION SYSTEM WfTH m AUTOMATIC CONlROLJ.fR SHAU. BE INSTN.J..EO, USf.O, ANO MAINTAINED !N WORKING ORDER IN ALL lANOSCAPED AREAS OF INDUSTRIAL, COMMERClAL, AND MUI.. TI-FAMILY DEVELOPMENT, mfJ I.ANOSCAPED COMWJN AREAS IN SINGLE FAMILY SUBDMSlONS 8. TiiE IRRIGATION SYSTEM SHALL PRil\llDE RJU. WATER COVERAGE OF THE Pl.ANTED AREAS /1.S SPECIFIED IN Tl-IE ""' C. Tl-IE IRIUGATION SYSTEM MAJNTENANCE f'RCXiRAM SHALL li'ICI.UOE scttEIX.JLEO PROCEDURES FOR WlNTEJUZA.TION. 2. EXCEPTIONS FOR DROUGHT TOlERANT PLANTS: LANDSCAPE PLANS FEAl\JRING ONE HUNDRED PfRCENT (100%) OROUGHT·TDLER/1.NT PI..ANT5 ~ L.ANDSCI\PlNG Al..REAOY ESTABLISHED WITI-IOUT IRRIGATION SYST[MS AA£. EXEMPT FROO INSTAll.ATION Of A PERMmENT IRRIGATION SYST£M, BUT DROUGHT TOLERANT PROPOSALS MUST PROVIDE 5UPPI..EMEl'ITAL MOISTURE DY MEANS Of A CTTY·APPIUJ\/ED TEMPORARY lRIUGATION SYSTEM FORA PERIOD NOT LESS lttAN lWO (2) YEARS. lttE ADMINISTRATOR SHAU. HAVE Tl1E OPTION Of CONDmONING Tl-IE APPROVAL ([E., REQUIRING A SCREENlNG FENCE, ETC.). AN INSPECTION WIU. BE REQUIRED ONE YEAR /\FTER FINAL INSPECTION TO ENSURE THAT lttE L.ANDSCAl'ING HAS BECOME ESTABLISHED. AN JNSPEcnoN FEE, PAID AT THE TIME OF Pf.II.MIT APPLICATION, Will. BE REQUIRED ANO THE f£E AMOUNT Will. BE DETERMINED BYTl1E AOMlNISTAATOR. (ORD. 5676, 12·3"2012) nAPPUCANT ELECTS TO PROVIDE 100% rn«:)IJGHT TOLERANT PLANT MATERW. F<.li< IRRIGATION EXEMPTION AS DESCIUBEO Af!OVE; RMC ++-0:,0:CJ(2). REFER TO SHEET Pf'-05 FOR DROUGHT TOLERANT PLANT I.EGENO. ~-" ~~ .;;•-•Mc-'~f~L I NOTE: ,X .,i <)(SA.SC ,.ee,.1>..,,o, C•NS C...."L ' ace ,,. 5555 BC'Ca[ o,cc,,,, ae P01'-,}, E LJNA,J~N I E•-_,,~ns ecFoa, co,,c,a,cr·o,, '""""s__ _ __ _ l § --, .... ~ " -----:1 --'""" "L.i~&d -~~ I ®1-je c,ry oc .:...--~-' e ... r.,v . -RENTON "'""''1"'"·"''0-'"""" ~''" Oooc S.U.Gt::1'11 .s I..O"f SNOtfl i>Ll>.'f CITY OF l'IIEIHOIIII WASHiHGTOf'! l.MDSCAPE PW EXHIBIT 6 I I~ 'ii w " w t, a: i N N a: ,: >- '° <.i UJ (/) i !' ,!I a, " ~ UJ z ~ i ~ i • ii I! ,, l" I ,' '.! L D z ro M ' I v v ~ ~ I j '" " I I < 0 w ! ! ~ < ! ! i D w 1i! I ' " < u ' ' ro ! j D z ~ § ; " " ~ ~ p 2 i I l I I 0 ! l ' I ! I I t I l i : I § j I ' ! ' , " I ! ! 1 ! ' ' ~ ' ' ' I ! ! ! ' j I ' ! ' 0 I ' L ' "' ' jl ! !i ! ii ! ,. I~ \0 t::; cc .... ::c >< w t I 'l ' I ! I ' ' I ' ' l '' ' ' I I I .1 ~f . ; : i JJ ---(____ ~ n i! ;,c::; j j '. !; I .,.,iJli' ~ ~I ,.I ; '.. : ... ·~ ~I ~ ,~:_1_ __ ' \ ' ' \ \ j ' ,, \ '•:i ,I \ \ ' ' I! \' ii ,,. \ ·.iz ,l1 \ ! ,, · .. ,' Ii ij;lP • " 5 < -, • i. i 111 1l1 i 'I! ·oe ~ ~z w ' u~ t 11 8 !K > ~ !; I" ~1 I~~ ),: : z t:1 i '!!; !I ,J,,,, II ~ ~ ~ ~' ~ l'rrlir ~Ht ~ ~ . .., ;B ~, ... ' '- ~I·• i::2 ~ ,.!' ~· Ii h~ ''' 1111 iii i ! I "i "' !! ! .. -!_ '\ Z~,li ·~; .\.~ :~di ~;;~·,: tj ra ,, I I I ! I , II 11 ' . i I 3i 1 ,, ~11!! < " v C • I~ I ' I ------____.\ I --------1 \ \ ' ' \ ' ' \ ' \ ' ' \ \ ·! 1 I. ' '! i tl ''! ~ ih ·~· l 11 z. ! !l ~ ' i HI z j ~ I I! 0 \ ij~ ~ -~ ~ §~ i ·al • il:;:-~ 0 ~ • ! , I :!n i'ri"IT ~' ~ I ~ ~ . ' co I:; i:a 1-4 ::c >< w EXHIBIT 9 ~c! SOIL & ENVIRONMENTAL ENGINEERS,[]\,"· 16625 Redmond Way, Suite M 124. Redmond, Washington 98052, (425) 868-5868 Mr. Phil Kitzes PK Enterprises 23035 SE 263'' Street Maple Valley, WA 98038 October 14, 2011 Report Geotechnical Investigation Proposed Skagen Short Plat Talbot Rd Sand S 1981h Pl, Renton, WA We are pleased to present herewith our Report ofGeotechnical Investigation for the referenced project. Our services were authorized by Mr. Mike Skagen on July 28, 2011, and have been provided in accordance with our proposal dated July 27, 2011. We appreciate the opportunity to provide our services. Should you have any question regarding the contents of this report or require additional information, please call. (-' CC: Mr. Steve Lee \ l 15rpt Very truly yours, SOIL & ENVIRONMENTAL ENGINEERS, INC. C. J. Shin, Ph.D., P.E. President /0-1(,£.-// S&EE TECHNICAL INFORMATION REPORT for SKAGEN 5-LOT SHORT PLAT (LUAll-089) 197XX Talbot Road South Renton, WA 98055 Tax Parcel: 793100-0058 November 14, 2014 Prepared For Owner: Michael Skagen 12050 SL 178th Street Renton, WA 98058 Prepared By Engineer-of-Record: John R. Tuttle, P.E ... Principal Tuttle Engineering and Management 275 West Rio Vista Avenue, Suite 1 Burlington, WA 98233 360-899-5953 Entire Document Available Upon Request EXHIBIT 10 Sewall Wetland Consulting, Inc. 27641 C..ovingtoo Way SE #2 Covington, WA 98042 EXHIBIT 11 Sewall Wetland Consulting, Inc. SKAGEN SHORT PLAT CllY OF RENTON CRITICAL AREAS REPORT Prepared for: MikeSkagea 12050 SE 178"' Street Renton, Wahington 98058 October 21, 2011 Job#ll-141 Entire Document Available Upon Request \/ < Phone: 253-859-0515 Fax: 253-852-4732 This certificate provides information necessary to evaluate development proposals. EXHIBIT 12 Certificate : SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATERAVAILABILITY Type: Short SubDivision : Applicant's Name: Phillip Kitzi.:s Proposed Use: Proposed 5 lot short plat "Skagen Plat" Location: Lot: 1 Blork: Parcel: 793100 0058 Information: Development: SPIUNGBROOK ACRL'S TRACT L Address: I\". 1)[ 19808 Talbot Rd.Sin Renton WATER PURVEYOR INfOR.VIATIO:'> I. a Water wi!I be proviJ.':d by service connection only to an existing '.\ull water main, Null feet from the :;ite b v' Water service wi!l 1..::quire <\ll improv..:menl to tht wat.:r ~vstcm o!: Th<:: 6":\C water mai:i in Talbot Rd. S. will bl! required to be abandon..:J :i.nd repb::cJ \;itll J.11 8" Di it1:e if any fnntage improvements arc required by oths::r juri<:tions for th,; prnpo:,t:d piat. Jn uddition, the \\;,tla rnam tine on the :.outh side: will need to b-: extended lo compkte the w;,iti.::r !oop. Final water layout and rcqr1irements will be dctennmn! b~:,.cd on the final :;it<.: plan:,. mid the Fire Mai sh<ll r::quiricrnt'.nts. Ali pl.ms must be approved by Soos Creek \.V,tkr and Sewer Dcstrict Lr._,,:k \V<1tcr and Sewer Dislrid and the Fire !V1arshal. 2. a ,/ The water system i!> in conformance with a County approved ,~ater comprehensive plan. b The water 5Jstem improvement will require a water rnmprchensivc p!an amendment rh<: pr0p0,ed rrnJ~'C[ is within the ..:01-prJ;:ne limi;~ of rhc distri..:t, or iu" bc,;;1: grn:·)'.d ClounJ<1r> R,.;, '...::,·, Board approval for extension of sen ice uul!>iJe ;he di5trict or sity. orb withm th.:: County approH;J sen-ke ared uf a private w<1ler purVl'yor. b Annexation or Boundary Rtview Board .ipproval will be necessar:,. to prov id.:: serv1c.: .i. a ~; '.Vater is1or will be availab\t;: at th~ rate Clf flow anJ duration ;ndicmcd below c\L no ks5 tl1an 2ll psi measured at the nearesl fire hydrant J(J fod from \lie building,property (ur ,;1s :narked on the ..ittachc<l mapJ· Rate of Flow: ! ,000 gpm Water ~ystem is not u:ipahlc of providing Jin: tlow. 5. Sen·ice is subject to the following: a .., Conn.::ction Charge: Yes h Easem:.·nt ls): Durnticm: ?. Cross Connection Cont.-ol devices must bt' in conformance with stak laws. hours S.:rvlcc is subject to the applicants agn:t:mcnt to comply and perform to make such installation andior coru1~cti0ns to the standards. rr.:gulaticns. rcquin:ments anJ condition:::; of this Disttict and such other agency or o.gencjes having jurisdiction. This Distrii;t is nut representing that its -!":.:.ci'.iti·.:-~· ·.· ... ill b: ::~;1.:ei:d.ed er otber~·;!:.:e ,:-10d~'."':d ~:::; '.".."'.'.!'.::: ·;:_c:::!: :.;:::--:!·:e ~':~il::tL: w :!:e ~;;p!;:::~::,·.- lt is the responsibility of the applicant to make any rcquirnd ~xtension of fat.:ilities to serve their propertv. I hereby i:ertify· that the above water purve}ur information is trm·. This certifkation shall bt' valid for one )'ear from Uak ofsignulure. ~oos CREEK WATC:K & SE\\LR Ul~TR[CT Dcvelop1nl:'1\l CounJ.inator litlc Darci McConndl 9,-'l 5:'::'.0l l U,1(<-l " ' ' / ,, C: : I ,., ~ ," ·g /' "0 '-'?. (_.J :~...._ ~ .... ~(; t'-- . ~--·",: "':,,···-I ;, :-"-~ ' ' b383"6C220 -' J:;~ .. ~-'. I ,!'c----' )~ ":'lj ' >·_J EXHIBIT 13 This certificate provides information necessary to evaluate development proposals. Certificate : 5345 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SE\VER AVAILABILlTY Type: Short SubDivision Applicunt1s Name: Phillip Kitz~s Proposed Use: Proposed 5 Lot Sbort Pim'' Skagen Plat'' Location: Lot: Block: Developm,·nt: SPRIM,JJROOK ACRES lVACT LUI 5 Parcel: 793100 0058 Information: Address: 'NO SITE ADDRESS'. KENT SEWER Pl:RVEYOR INFORMATI0:-1 Sewer service can be available from Talbot Rd., stubs will need to be installed. t. a v Si.!\\ff sen ict: will be prnvir.kd by servin: connection o:lly tu ,m ~·xis1i11g sewer rn-iin '> h:2t from the site .md th<;: ~cw\:r system h,1s 1he cap::icit~· to sene the p1·oro~ed area. 2. O;h,;r tJcscribi:) rhe <sewer system is in conformanc..: with c1 Cot,nry .i.pprnved \ewer comprehensive plan_ The Sl'wer system improvement will require a ~e,\·l'r .:on1prehensi"'e plan an11.'nci1lll'llL 3. 11 ~ Ilic propo:-;cd project is within tilt corµ0rate lirn:ts of the: district or has btci:'.ll ~ranted Boundary Re vie\\' Bvard appro,-al l'c:1; extension of scrv1ti.: 0urs1Je the Jistr;o or c1ly. -'· Sen.-it:e is· suhjed to the following; a ../_ Connection Clrnrge: Pennit fees will be due for eadi lot. b Easement (s): -.-: 't/ Oth"°L The main line was ns~<::ssed u:-ider ULID ::-_)4. Savice is subjl'.Ct to the applicants agreement to comply and perform to make :ouch installation ondior connec-tions to tbc st:.mdor<ls, rcgul:Jrions, r,:quireincnts and. conditions of this Distrii.:t ,rnU sucll other ag_;ncy or agcm:ics hJving jtir'.sdictiun. llis District is not rcpre~cnting that it.'s :::L..:iLti.:s will he extended or othenvise modifi..:J to make such sen.·ice i:l\·Jilablc tu the .;,,:n:,: their property. l hereby certify that the abon: ~ewer purve:-,·or information is true. Tllis certific;nion :-hall be \";ilid for onl' yic'ar from date oi signature. SOUS CREFK WATER & SE\VER DlS-l'RllT Develooment Coordirator ritk Dr,n:i Mc(p1;11ell q,1.:;/~{)] j Llik ' I -:.;_- -~:~~·:~~- EXHIBIT 14 SKAGEN 5-LOT SHORT PLAT (2) NE CORNER OF TALBOT ROAD & S 198TH STREET, Renton, WA 98055 December 30, 2014 Construction Mitigation Description: The proposed Skagen Short Plat is for five (5) lots located at the northeast corner of Talbot Road S. and 198th Street South, in the City of Renton, 98055. As required, the following information is being provided as a construction mitigation description as required in the submittal for a preliminary short plat: • Proposed Construction Dates: • Hours and Days Operation: • Proposed Haul/Transport Routes: • Measures to Min. Dust, Traffic, Etc.: • Special Hours of Operation: • Preliminary Traffic Control Plan: Upon approval of all jurisdictional and purveyor permits-ETA start is June of 2015 and would run through the summer. As allowed per the jurisdiction. Generally, Monday through Saturday (7:00A to 7:00P). TBD. (Balance on site.) As required by the City. None proposed at this time. None proposed at this time. 2'\,:,)) .'ii·. 2(,'\RD .~i'Rl:f:.T • \l.\!'LE. \':\LLrY. \V'\ • 980.18 l'll<l~!-.·. 2116.22-:-7..;45 • l'l(L'-.: [i"::RPRISES_:-.l\',i:(~U/\1(,\ST Nl''I Denis Law "ildyor June 7, 2011 Mr. Phillip Kitzes PK Enterprises 23035 SE 263" Street Maple Valley, WA 98038 EXHIBIT 15 Department of Community and Economic Development Alex Pietsch, Administrator RE: Street Modification Request-South 198'" Place Proposed Skagen Property Short Plat Application Dear Mr. Kitzes: We have reviewed your street modification request for the normal code required street improvements associated with a proposed four lot short plat, located on the east side of Talbot Road S. and north of the undeveloped S. 198th Place right-of-way. The proposed short plat would typically be required to provide full frontage improvements along falbot Road S., adjacent to the short plat, and half street improvements to the section of S. 198 1 h Place, adjacent to the development property. The proJect tentatively would also be required to provide for alley type improvements along the east side of the property for vehicular access to the proposed lots. Since Talbot Road S. is an arterial street at this location, driveway access to Talbot Road S. would typically be discouraged for newly created residential lots. The modification request is to eliminate the requirements for improvements to 5. 1981h Place. This would also require modification to the requirement for vehicular access from the east side of the parcel. The modification request is based on serious difficulties with constructing a roadway to safe and economical engineering standards with the existing grades within the undeveloped right-of-way. The construction of the new road would require extensive retaining walls, as high as 13 feet. There are also potential sight distant problems with the new intersection location on Talbot Road S. if this street connection were completed. Based upon these documented engineering constraints, the requested modification is granted, subject to conditions. The inability to create this street connection makes the rear alley also infeasible for construction and use for the new lots. Access will have to be accommodated from Talbot Road S. for the four proposed lots. Since this is an arterial street, the new short plat will be limited to two shared driveways for the four lots. Each of these driveways must include an on-site turnaround to allow for ~l:utlo~ to turn around on the site, to discourage future owners from backing out onto Tall:)ot Road 5. These turnarounds must be contained within mutual access easements Renton City Hall • l 055 Souih Grady Way • Renton, Washingwn 98057 • rf'ntcnwa.gov \1r Ph1il1p <it!!::') ;:,J?;e 2 of 2 j..,ne 7. 2G11 between the subject lots, be fully paved, and constructed prior to completion of any houses on the future lots. Frontage improvements, including new curb, gutter, planting strip, and sidewalks are still required for Talbot Road S. adjacent to the property. The sidewalk width for the new sidewalk on Talbot Road Sis modified from six feet in width to five feet in width, due to the lower density zoning of the area. The street standards modification does not become official until the short plat is approved, at which point 1t can be appealed, etc. The modification listed in this letter will be included as part of the CED approval for the future short plat application. If you have any further questions regarding street improvement or drainage requirements for this project, please contact Jan Illian at 425·430·7216 or 1illian(iilrentonwa.gov. Sincerely, 0tJ iJvl// Neil Watts, Director Development Services Division 1.c Kayren 1<ft'.1ck, Deve!opmf'nt Ergineenng Supervisor jennifer Hennirg, Cur~ent Pl,inrnng Mar,ager ffocale -imcnons, Assoc1~te Planner Application Date: January 20, 2015 Name: Skagen 5-Lot Short Plat (2) Plan -Planning Review EXHIBIT 16 of Site Address: 197XX Talbot Road South Renton, WA 98055-6432 Engineering Review Comments Kam ran Yazdidoost I 425-430-7382 I kyazdidoost@rentonwa.gov Recommendations: Rock wall cannot be at planter strip area. Please remove the rock wall from planter strip area (sheet 6 of 13). Please replace the note at rock wall detail to" handrail required when the rock wall is over 2' 6" from height measured from ground. Fire Review· Building Comments Corey Thomas I 425-430-7024 I cthomas@rentonwa.gov Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $495.10 per single family unit. This fee is paid prior to recording the plat. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There is one existing fire hydrant in this area and it meets current code. A water availability certificate is required from Soos Creek Water and Sewer District. 2. Fire department apparatus access roadways are adequate as they exist. Planning Review Comments Clark Close I 425-430-7289 I cclose@rentonwa.gov Recommendations: 1. RMC section 4 4 030.C.2 limits haul hours between eight thirty (8:30) a.m. and three thirty (3:30) p.m., Monday through Friday unless otherwise approved in advance by the Development Services Division. 2. New single-family construction 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 permission only. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plants 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. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. Ran: March 06, 2015 Page 1 of 3 PLAN REVIEW COMMENTS LUAlS-000024 of / Police Review Comments Cyndie Parks I 425-430-7521 I cparks@rentonwa.gov Recommendations: Estimated Calls for Service Annually: 5 Minimal impact on police services. Technical Services Comments Bob Mac Onie I 425-430-7369 I bmaconie@rentonwa.gov Recommendations: Short Plat: Bob Mac Onie 2/6/2015 A licensed surveyor must prepare, stamp, sign and date the final plat submittal. Do not use the City's title block or "SEAL" on the final submittal; this document is not a product of, or for the City. Note the City of Renton land use action number and land record number, LUA15 000024 and LND 20 0617, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide sufficient information to determine how the plat boundary was established. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Include the addresses for the proposed lots from the attached on the final short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Include language regarding the purpose, ownership and restriction for the Tracts create but the short plat. Note the plat name and lot/tract numbers of the adjoining properties or note as "Un platted." Do not include "OWNER/DEVELOPER", "SURVEYOR", "CIVIL ENGINEER", "LANDSCAPE ARCHITECT", and "PLANNER" blocks ("CONTACT DATA") on the final short plat submittal. Remove all references to site address, building setback lines, zoning and density information ("PROJECT DATA") from the short plat submittal. All of the boundary/lot lines of the short plat should be solid. The City of Renton Administrator, Public Works Department, is the only city official who signs the final short plat submittal. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Ran: March 06, 2015 Page 2 of 3 PLAN REVIEW COMMENTS LUAlS-000024 ,.. of Technical Services Comments Bob Mac Onie I 425-430-7369 I bmaconie@rentonwa.gov Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. If there are new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots, each needs a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. A private ingress, egress and utility easement require a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Remove the City of Renton "SEAL" from the short plat submittal. Community Services Comments Leslie Betlach I 425-430-6619 I lbetlach@rentonwa.gov Recommendations: A. Parks Impact fee per Ordinance 5670 applies. A 5' wide bike lane per adopted Trails Plan applies. (See project sheet #148-Talbot Road South Bicycle lanes.) B. See page 2 code related comments. C. Street trees: Street trees shall be spaced 50 feet on-center or further' use only 6 trees along Talbot. No street tree shall be closer than 30 feet from a street light (not shown on plans). No street tree shall be closer than 6 feet to a fire hydrant. No street tree closer than 10 feet to a driveway approach. Landscaping: No shrubs or lavender closer than 15 feet from a driveway approach Sidewalk and Planting Strip-On north end bring sidewalk and planter strip up to property line. Plan shows it stopping about 10 feet short. Ran: March 06, 2015 Page 3 of 3 lr-----Denis Law - --~M:,y:or------~· I') J City of l · )\··. r-1\ ~ ll r~SJ• 1 r: 1 f\ " ~) lJ ' • } t '.J C March 13, 2015 Patrick Hearron 19917 97th Ave 5 Renton, WA 98055 ........ .........,........__,,..... ......., . t ...- Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Mr. Hearron: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on March 12, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review of the project. A decision on the project is anticipated within the next few days. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: file LUAlS-000024, SH PL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • ,......., __ _ ---D~e~:~~:~:_w _._.---~·~MtOOtllia Ol February 16, 2015 William C. Plant 9600 S 198th Pl Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN S-LOT SHORT PLAT COMMENT RESPONSE LETIER LUAlS-000024, SHPL-A Dear Mr. Plant: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 4, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUA!5-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • ,.,..... ____ _ --De:~:::~:w _______ ~~;Ol~O) February 16, 2015 Ruth Ann Bennett 9601 S 198th Pl Renton, WA 98055 Community & Economic Development Department C. E."Ch ip"Vi ncent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LEITER LUAlS-000024, SHPL-A Dear Ms. Bennett: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 4, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall , 1055 South Grady Way , Renton, Washington 98057 , rentonwa.gov • •~---Denis Law c· t f --~M:,y:or ______ ,.i [)} 1 ~~lJ~O/L ___ .... -.,. February 16, 2015 Patrick Turpin 19908 97'h Ave S Renton, WA 98055 L~_Qll!Q))Jl Community & Economic Development Department C.E. "Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LEITER LUAlS-000024, SHPL-A Dear Mr. Turpin: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 2, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • ·------Denis Law ,-·· S Cityo( _ __:M::ayor ______ __,J~ iJltruD) Cl. February 16, 2015 Norman & Tovi Harris 19924 97'h Ave S Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN S-LOT SHORT PLAT COMMENT RESPONSE LETIER LUAlS-000024, SHPL-A Dear Norman & Tovi Harris: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 31, 2015 (received on February 4, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • ........ __ _ Denis Law ·. P'I S City of .. _ _:May:..or ------~J K< ~ o l{ ire~\ /~l -·~ .. -. IDJU February 16, 2015 Michael & Deanna White 19911 97'h Ave S Renton, WA 98055 Community & Economic Development Department CE."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Michael & Deanna White: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 6, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall , 1055 South Grady Way , Renton, Washington 98057 , rentonwa.gov • ....... __ _ Denis Law . c·t f ___ M:ay:o, ______ ..... OJ/..,·'i,~·Y--°ra. --. --~- February 16, 2015 Melvin & Irene Tappero 19920 97'h Ave S Renton, WA 98055 .Lt~ O llfilJl Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Melvin & Irene Tappero: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated February 5, 2015 (received on February 11, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUA15·000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • ·---------Denislaw ' C"t f _ _:M:.ayor _____ __,,~~H\®.ID February 16, 2015 Marvin & Marcus Bennett 9607 S 198'h Pl Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Marvin & Marcus Bennett: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 4, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUA15-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • February 16, 2015 Mark A. Kaminsky 19801 97'h Ave S Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LEITER LUAlS-000024, SHPL-A Dear Mr. Kaminsky: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 6,. 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • Denis Law ,---, City oL - ----~M:a:yo:r ___ ................. ~ "' l i I) . (~ 0-li rte' 1 ·· l February 16, 2015 Karla Hagemier 19925 97'h Ave S Renton, WA 98055 -~-c,WJll Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Ms. Hagemier: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 4, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL·A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • February 16, 2015 Juli Moore 19916 97'h Ave S Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Ms. Moore: Thank you for your comments related to the Skagen 5-lot Short Plat; dated January 30, 2015 (received on February 4, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • Denis Law Mayor February 16, 2015 Jeff & Donna Stephens 19834 97'h Ave S Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN S-LOT SHORT PLAT COMMENT RESPONSE LETTER LUAlS-000024, SHPL-A Dear Jeff & Donna Stephens: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 11, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton,Washington 98057 • rentonwa.gov • February 16, 2015 Carl & Pat Haas 19807 97'h Ave 5 Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: SKAGEN 5-LOT SHORT PLAT COMMENT RESPONSE LEITER LUAlS-000024, SHPL-A Dear Carl & Pat Haas: Thank you for your comments related to the Skagen 5-Lot Short Plat; dated January 30, 2015 (received on February 6, 2015) wherein you raised several concerns regarding the proposed project. Your letter will be added to the public record for consideration by the reviewing official and you have been added as a party of record. The applicant, PK Enterprises, has only made application for Short Plat for the subject development and a decision has yet to be made by the City of Renton. Your comments are used to help City staff complete a comprehensive review which will continue over the coming weeks. Thank you for interest in this project and if you have any further questions please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Associate Planner cc: File LUAlS-000024, SHPL-A Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 , rentonwa.gov • . . January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUA15-000024,SHPL-A Dear Mr. Close, u aa cud@ rcXZ- adcucJ-iu~ RECEIVED FEB O 6 Z015 CITY OF RENTON PI_ANl"NG DIVIS10" I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 198'h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 200th Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 2001h Street and 97'h Ave SE, adding more traffic to 97th Ave South will certainly put them in danger. Adding additional traffic to 97th Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, r t, -_ City of , ... . / .. ~ r ,·~ r r;,1 r, \ \!~Lu<~~~ NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development (CEO) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE DF NOTICE OF APPLICATION: January 26, 2015 PROJECT NAME/NUMBER: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 5-lot short plat of 197XX Talbot Road South (APN 793100-0058) totaling 50,398 square feet (1.16 acres} for the future development of 5 single-family houses. The subject property is located on Talbot Rd s, between S 196th Pl and S 199th St within the Residential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of 5 lots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Access to the lots 1 & 2 and Lots 3 & 4 would be provided via shared driveways extended from Tabet Rd S. Lot 5 would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the previously approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way {Street Modification Request was approved by City of Renton on June 7, 2011; LUAll-089). There are areas meeting wetland criteria found on the site. Off-site to the north, is the south edge of a forested, slope-type Category 2 wetland. The SO' wetland buffer extends a short distance onto the site and is located in Open Space Tract A Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report Was prepared by Sewall Wetland Consulting, Inc. on October 21, 2011. PROJECT LOCATION: 197)()( Talbot Road South (APN 793100-0058} PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Phillip Kitzes / PK Enterprises/ 23055 SE 263'' St/ Maple Valley, WA 98038 / 206-227-7445 / pkenterprises_mv@comcast.net Comments on the above application must be submitted in writing to Clark H. Close1 Associate Planner, Department of Community & Economic Development~ 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on February 9, 2015. 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 at (425) 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. 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 South Grady Way, Renton, WA 98057. file Name/ No.: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A NAME llJt:--1 Carl l-}4:~ s: MAILING ADDRESS: Jq,f('7 -q7 T7f /f1i& ..C c1TY/STATE/ZJP: Mnit>11 /.i,214--- TFJ FPHONF NO· PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IOENTIFICATIC DATE OF APPLICATION: JANUARY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 If you would like to be made a party of record to receive further information on this proposed project, complete th1 form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A NAME Pv " f74A..(, /..h d¢-I MAILING ADDRESS: J(fRt 7-qz-r/., /i..llHI, So TELEPHONE NO.: <>>Q-£ Q-S 'j1ZJ y'. CITY/STATE/ZIP: /r;q~ ,,)~ C/,fj} ~ ':;' • City of Renton Department of Community & Economic Development 1055 South Grady Way Renton,WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5-Lot Short Plat/ LUA15-000024, SHPL-A Mr. Close- February 4, 2015 , oddl d (!) Pw- ' a ti tLtcL tD ~cAJ Thanks for your time yesterday afternoon to discuss the referenced Notice of Application dated January 26, 2015. As discussed, I am completely against £ill' extension/improvements to the currently-undeveloped South 198th Place that would allow direct access between 97th Avenue South and Talbot Road South. As I mentioned, I am a resident of the Malabar Hill Div #1 Subdivision and live on 97th Avenue South at the address shown below. One of the main reasons I bought this house in late 2012 was specifically for the quiet, dead-end, low-traffic street that is only used by our neighborhood community. The action proposed by the Notice of Application is going to have a severe negative impact to our community if South 198th Place is extended to Talbot Road South. I am highly concerned about: • Additional traffic cutting thru our neighborhood as a "short cut" between South 200th Street and Talbot Road South • Additional traffic speeding thru our neighborhood where children regularly are playing outside and on 97th Avenue South • Additional vehicles parked along 97th Avenue South and/or South 198th Place due to limited parking at the new residences proposed for 197XX Talbot Road South, creating a safety hazard • Potential increased crime in our existing neighborhood as there would now be two means of egress in lieu of only one • Potential lower home values due to a less-desirable street that now has increased traffic (and subsequent lower property tax valuations for the City) Furthermore, 97th Avenue South in our subdivision is not wide enough to accommodate more traffic as residents regularly park along the street, limiting the ability for any two-way traffic. Neighbors also regularly walk or run along 97th Avenue South due to the absence of any sidewalks. Any additional traffic would be a major safety hazard, along with the fact that nighttime would be even worse with the lack of street lighting along 97th Avenue South or South 198th Place. The existing hills and curves along 97th Avenue South only stress the fact that this road is not designed to accommodate any additional traffic safely. Completing any proposed extension will only have a severe negative impact to our community, and we will take whatever action is necessary to insure that this Notice of Application is rejected immediately. Mark A. Kaminsky 19801 97th Avenue South Renton, WA 98055 Rfr'1=1' '~n FEB O 6 .'U ;:; CITY OF RENTON PLANN!NG DIVISIO~ • •• • • • ' • City of .. r ..! .4111\l!lt!' . ;]£)".. . ·.Ltl' . r:; ! ,.c·.i i • _,, .~I '. -· ,-' ,· NOTICE OF APPLICATION 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: January 26, 2D15 PROJECT NAME/NUMBER: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 5-!ot short plat of 197XX Talbot Road South (APN 793100-0058) totalinB 50,398 square feet (1.16 acres) for the future development of 5 single-family houses. The subject property is located on Talbot Rd S, between S 196th Pl and 5 199th St within the Residential-4 dwelling units per ar.re (R-4) zone. The applicant is requesting the clustering of Slots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Access to the Lots 1 & and Lots 3 & 4 would be rovided via shared drivewaE extended from Ta bot Rd S. Lot S would be accessed via a single driveway also extended from Talb~tRds. Half street frontage improvements will be completed'along Talbot Rd S. The) applicant is requesting to extend the previously approved street modification for the normal code required street i improvements of the undeveloped S 198th Pl right-of-way (Street Modification Request was approved by City of Renton I on June 7 2011 · LUA11-08~LJher~_ are areasY)tttin,.gJ:tttland 2ter(a found on the site. Off-site to the north, ,is thej south edge of a forested, slope-type Category 2 wetland. The SO' wetland buffer extends a short distance onto the site and is located in Open Space Tract A. Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report was prepared by Sewall Wetland Consulting, lnc. on October 21, 2011. PROJECT LOCATION: 197XX Talbot Road South (APN 793100-0058) PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Phillip Kitzes / PK Enterprises/ 23055 SE 263'd St/ Maple Valley, WA 98038 / 206-227-7445 / pkenterprises_mv@comcast.net Comments on the above application must be submitted In writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on February 9, 2015. 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 at (425) 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. 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 South Grady Way, Renton, WA 98057. File Name/ No.: Skagen S~Lot Short Plat/ LUA15-000024, SHPL-A NAME, Mark A. Kaminsky MAILING ADDRESS: 19801 97th Avenue South TELEPHONE NO., _(,_2_0_6-'-..) _9_4_1 •_6_2:_7:_5 ____ _ CITY/STATE/ZIP, Renton, WA 98055 • r City of , --------~-1 ~~1-l' £Dll PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIQ '. DATE OF APPLICATION: JANUARY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 If you w o u ld like to b e m ad e a party o f r ecord to r e ceive f u rther information o n t his proposed p roject , co m pl ete t h .. fo rm and ret u r n to: City o f Rent o n . CEO, Pl anning Divi sion, 105 5 So u t h Gr ady W ay, Re n ton, WA 98057 . File N ame/ No .: Ska gen 5 -Lot Short Pl at / LUAlS-000024, SHPL·A NAME: Mark A . Kaminsky MAILING AD DR ESS 19801 97th Avenue South TELEPH O NE NO.: (2 06) 941-6275 c1 r v1srATE/Z1P: Re n ton , WA 9 8 055 • • ,---_ City of. t . --------~l·JSJX!91! NOTICE OF APPLICATION A Master Application has been filed and ac cepted w ith th e D epartment of Community & Economic Dev elo pment (CED) -Pl anning Division of t h e City of Renton . Th e follow ing b riefl y describes the appl ication an d t h e necessar y Public Approval s. DATE OF NOT ICE OF APPLICAT IO N : January 26, 2015 PROJECT NAME/NUMBER: Skagen 5-Lo t Short Plat/ LUAlS-00 0024, SHPL-A PROJECT DESCRIPTION: The applican t is request i ng app r oval af a 5-lo t short p la t of 197XX ralbot Road South (APN 793100-0058) totaling 50,398 square feet (1.16 acres) for the future deve lopment of 5 single-family houses . Th e subjec t pr op~rty is loca t ed on Talbot Rd S, between S 196th Pl and S 199th St w i th in the Residential -4 dwelling unit s pe r acre (R-4) zone. The applicant is requesting the clustering of 5 lots w ith t w o open space tracts, Tra cts A and 13, to be use d to satisfy the 30% open space requi r ements. The proposed lots range in si ze from 7,005 gross square feet i n ar ea to 7,020 gr os s squa re f ee t. The resi d e ntia l dens ity is 4.42 dwelli ng units pe r ne t acre . Access lo the Lots 1 & 2 and Lots 3 & 4 would be provided via shared driveways extended from Tabot Rd S. Lot 5 would be acc esse d v ia a single driveway .ilso ext e nde d from Ta lbot Rd S. Ha lf street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the previously approve d street modification for the normal co de required street improvements o f the undevelope d S 198th Pl right-of-way (Street Modification Request was approved by City of Renton o n Ju ne 7, 2011; LU A ll-0 89). T her e are area s m eeting wetland criteria found on the si t e . Off-site t o the no r th, is the so uth edge of a foreste d, slope -type Category 2 wetland. The SO' w etland buffer extends a short dist ance onto the site and is loca t ed i n Open Space Tract A. Ei ghteen trees are proposed to be retaine d. A Geotechnic,1 \ Report was prepared by Soil & Environmental Engineers, Inc. on Octo ber 14, 2011, May 5, 2014, in dicat i ng t hat infiltratio n to the native sand is feasibl e. A Tech n ica l Info r mati on Report was conducted by Tuttle Enginee r ing and Management on November 14, 2014 an d a Critical A reas Report w as prepared by Se w al l Wetl and Consu lting, Inc. on Octobe r 21, 2011. PRO JECT LOCATION: 197XX Tal bot Road South (APN 79 3100-0058) PERM ITS/REVIEW REQUESTED : Administrative Short Plat A PPLICANT/PROJECT CON TACT PERSON : Phil l ip Kitzes / PK Enterprises/ 23055 SE 263'd St/ Maple Valle y, WA 98038 / 206-227-7445 / pkenterprises_mv@comcast.net Comments on the above application must be submitted in w riting t o Cl ar k H. Clo se, As so cia t e Pl anner, De part ment of Community & Economic Development, 1055 So uth Grady Way, Renton, WA 98057, by 5:00 p.m. on February 9 , 2015. If you have questions about this proposal, or wish t o be made a party of record and rece iv e additional not ification by ma il , contact the Project M anage r at (425) 430-7289 . Anyo ne who submits written comments w ill automatically become a party of record and w i ll be no t ified of any decision on t h is project. RECEIVED MAR 1 2 2015 CITY OF RENTON Pl.ANNING DIVISION If yo u woul d like t o be ma de a pa r ty of r ecord to receive further information on this proposed project, complete this form an d return to: City of Renton, CED, Planning Division, 105 5 South Grady W ay, Renton, WA 98057. File Name / No.: Skagen 5-Lot Sho rt Pla t / LUA l S-000024, SH PL-A CITY/STATE/Z IP :QeV\: I'.\\ vj() ~~~----r a · C ity of l _____ __,,,, ...... -1 {~IJ £Dll PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIO r DATE OF APPLICATION: JANUARY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 If you would like to be made a pa rty of reco rd to rece ive furt her information on this p ropo sed project, com plete th ,· form an d return to : Ci t y of Ren ton, CED, Pl ann ing Div ision, 1055 So uth Gr ady Way, Ren t on, WA 9 8057. Fil e Name/ No .: Sk agen 5-Lot Short Pl at/ LUAlS -000024, SHPL-A NAME -fc7A:A Y\ ct-. B( e,.J yan MAILING ADDRE SS : \0q \1 "j 1""N"\ k\J-f._ ) CI TY/STA TE /Z IP:QR.v'\\,)f\ Wj\ q~\ T ELEPHON E NO .: 1,,.'f?; z:L'bl..lt_l.fl!/_ January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton , WA 98057 Attention: Clark H. Close , Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUA15 -000024,SHPL -A Dear M r . Close, I am a resident of the Malabar Hill Div #1 Subdiv isio n and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 19gth Pl right of way is extended from Talbot Road S to 9]1h Ave SE . Completing this proposed extensio n will allow traffic to flow between Talbot an d South 2001 h Street, through the Malabar Hill Divis ion via 9]1h Ave South. If you vi sit 97th Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the res idents; there are zero street lights; and the existing curves and hi lls prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to an d from the school bus stop at the corner of South 200th Street and 9]1h Ave SE, adding more traffic to 9ih Ave South will certainly put them in danger. Adding additiona l traffic to 9i" Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to i nsure that this No tice of Application is rejected immediately. Sincerely, J RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION ... January 30, 2015 City of Renton Department of Comm unity & Economic Development 1055 South Grady Way Renton , WA 98057 Attention: Clark H. Clo se, Associate Planne r Subject: Skagen 5 -Lot Short Plat/ LUA15 -000024,SHPL -A Dear Mr. Close, ~p~~ REcE1V[D fEB o s 2ms cnv Of RENlON PLANNING 01V1S\ON I am a resident of the Malabar Hi l l Div #1 Subdivis ion and the act ion proposed by the Notice of Application dated Ja nuary 26, 2015 is going to have a seve r negative impact to my community. The road in our subd ivis ion is not wide enough to accommodate more traffic; and tha t is exactly what is go i ng to happen if, as proposed, the undeveloped S 198th Pl r igh t of way is extended from Talbot Road S to 9ih Ave SE. Completing thi s proposed extension wi ll al low traffic to flow between Talbot and South 2001h Street, t hroug h the Malabar Hill Division via 9ih Ave South. If you visit gih Ave South you w il l see that t he road will only just a llow si ngle car access; it does not have sidewalks for the resident s; there are zero st reet li ghts; and the existing curves and hills prevent (the drivers who need t o use the road) clea r line of site . Because our chi ld ren have to walk in the street to and from the school bus stop at the corne r of South 200 1h Stree t and 9ih Ave SE, adding more traffic to 9i11 Av e South w i ll certainly put them in danger. Add ing addit i ona l traffic to 9ih Ave Swi ll be dangerous to both l ife and property and I want to take whateve r action is necessary to i nsure that this Notice of Application is r ejected immedi ately. Si ncere ly , i_//11 JcN( vt; I/~ £~~ ,.. • __ Ci~_of, , . --~,-lll· iw· .. c-· Lfil ... : ; : i . i .i ! : ~ , ... J _; \ .... · _: ) .~' NOTICE OF APPLICATION 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: January 26, 2015 PROJECT NAME/NUMBER: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL·A PROJECT DESCRIPTION: The applicant is requesting approval of a 5-lot short plat of 197XX Ta lbot Road South (APN 793100-0058) totaling 50,398 squa re feet (1.16 acres) for the future development of 5 single-family houses. The subject property is located on Talbot Rd S, between s 196th Pl and S 199th St within the Re sidential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of S lots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Acce ss to the Lots 1 & 2 and Lots 3 & 4 would be provided via shared driveways extended from Tabot Rd S. Lot S would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the previously approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way (Street Modification Request was approved by City of Ren t on on June 7, 2011; LUAll-089). There are areas meeting wetland criteria found on the site. Off-site to the north, is the south edge of a forested, slope-type Category 2 wetland. The SO' wetland buffer extends a short distance onto the site and is located in Open Space Tract A . Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May S, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report was prepared by Sewall Wetland Consulting, Inc. on Oc t obe r 21, 2011. PROJECT LOCATION: 197XX Talbot Road South (APN 793100-0058) PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON : Phillip Kitzes / PK Enterprises/ 23055 SE 263'd St/ Maple Valley, WA 98038 / 206-227-7445 / pkenterprises _mv@comcast.net Comments on the above application must be submitted in writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 980S7, by 5:00 p.m. on February 9, 2015. If you have questions about this proposal, or wish to be made a party of record and receiv e additional notification by mail, contact the Project Manager at (425) 430-7289. Anyone who subm its written comments will aut omatically become a party of record and w ill be notified of any decision on this project. 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 Divi sion, 1055 South Grady Way, Renton, WA 98057 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIC DATE OF APPLICATI ON : JANUA RY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 If you would like to be made a party of reco rd to r eceive fu rther i nform ati on on this proposed project, compl ete th1 form and r etu rn to: City of Re nton, CED , Pla nn i ng Division , 1055 South Grady Way, Renton, WA 98057. File N ame/ No .: MAI LI NG ADDRESS :/ '19 II -9;7 ~ Q,'-'-':... ~ TELEPHONE NO .: .;2_ 5 ~~ --°¥ 5 V-: / ,:,)__ 7 Z I ~U'/L<U-,,/ U'u:_., Ji -/u-";z,.~'1---' i -6c."1_ 17"~ rt a,.,_f "6 C,-t;i., d~_u '-e,r -6 L ,,td-- -- !&~ ,:L, -~ ~(__ cl'1f--?~ ci,;.____~ l"J"K--.xL.~J.,, ~f, ~~ ~J CL, tLu.-& 0 · I 99.·JJ ·-9 7..1... li~ s ,: ) ;? - ~~.""dr ."><---t:IJ_, ~,L, a,,_1, -k---- ~l,.'.~ g}t1~ ~ -Ciu_ ,~ a_o!_ ~G t:~.:_, r ----· ...... v(U""'f' '-I~ '1~ t:/,p,-L </e1v lf &.u, _ _, 7 tj ~~ ~ .dJ _;;;-12.,.,,,"-1(· ,1 • / ' c_ / ll~ ~ .,~ ·-·--1~-L <e-~ 1,4/1-L J .. " ' ,. .. . . .... .. January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUA15-000024,SHPL-A Dear Mr. Close, RECEIVED FEB O 4 2015 CITY OF RENTON eLANNi.r-..'G DIV/S/0,,y I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a seveienegative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 198th Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 2001h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 2001h Street and 97'h Ave SE, adding more traffic to 97'h Ave South will certainly put them in danger. Adding additional traffic to 97'h Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, \Olq 1,S ~~" orn,<;S January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUAlS-000024,SHPL-A Dear Mr. Close, RECEIVED FEB O 4 zo 1s CITY OF RENTON :-):_ANNl'.\l(; 'i)l\l',~10\\i I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever<J1egative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 1981 h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 2001h Street, through the Malabar Hill Division via 97 1 h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 200th Street and 97'h Ave SE, adding more traffic to 97th Ave South will certainly put them in danger. Adding additional traffic to 97'h Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, ,, January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -lot Short Plat/ LUAlS-000024,SHPL-A Dear Mr. Close, I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 1981h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 200'h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97th Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. a-· .i:usi(our children have to walk in the street. t.o and from. the school bus stop at th·e· . corner of. South.) th Street and 97'h Ave SE, adding more traffic to 97'h Ave South will certainly put them in da.~ger. ~-to!t7" Ave S will~aangerous to bothlife-;;d-~roperty ~~ -,~a-~ to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, :Jf~V21,-~/ £ 0Yu1':;;Jl __ _ :Notice of Jlpp{ication: S'l(J4.qeN 5-L<Yr SJ{Otil$lP£JJ,'I/£V)l15-000024, SJ{<P(-J'4_ in.a r-it,i;,· AT iiPninn'.._: nnt1t1r'ltl0n nr-rv .. PC'.C'. ip,8.nJP'-: ~~ lnt Tn hP riP<.:irP~ ____ ,_,~-s..·= ,.-_-_-,,=.~-·,, _,· ,,,,._,,,--,... .... ~,•• :··••,.._'-.·'·' ''-' .. ~T-...-.r L• , ..... ._ L'L.f L<""-" '-'"'-"-'••-·- as IJL,\ a!! landowners involved on your above stated proposal that 1 • _ _ 1 n nth n. ~ _ _ _ . , , ! : r-1 _. _ _ ~ - IIVt: Ull I '/0 nal;t: Wt:lt: IIOl llUllllt:U. I IUUIIU UUl Via WUIU UI i h \ ':l iP.TTP.r n·~_ic cP-nT Tn rn,;_• T-nTh.ar ,;·JJh0 til.ari i (i ·,J.a<:l-rC' ~:lnn· 1 r 1 ~-'-• -~-- letters of notitication were not sent to al! ne\v landowners; and ( d ) ____ ..,__..,_ _____ ..,_'. ___ ~----'--'--------'--..,_1 __________________ :,-,,th A ___ c· _1 _______ J ___ L _____ _ a IIUUlll;allUII lt:llt:I lU UIU:St: 11v111g UII '// /-\ ve ,., :SIIUUIU a1:su 11avt: hppn ~~d!irP.c.~c.ed tr. 2!! J2nrl(\~"1_rnerc: i·PC'.t n0t ~ c:e!e"ct t~'-'-r \V~ h•.1'"P no objections to the proposed Skagen Short Plat of 5 lots, however, we do object to the opening of 1981 h Place to thru traffic, which has nothing \vhatsoever to do '.vith the proposed short plat. As the application states aJ1 5 lots are to be accessed via South rralbot Road. Currently, 1981h Place and 97'h Ave Sare both dead end streets. Yes, 19th Place does have a 60 foot easement, but 97t1, Ave S is only 4S feet Yvide. Hov{ much of the tax payers' money(s) ls the City of Renton going to dole out to fix that wrong? Water nmoff from onlv one of the street drains on 97'h Ave S was directed to an open dit~h \Vhich then runs do\vn 1981 h Place onto private property. \Vhy was this allowed to happen ,vith the sewer just underneath the street drain'? '"/hen opening ! 98th Place to a thru street vou must address other nurncrcn1s issues ~nc-h ::-!s: ('h; lrlrP!i nl~'V 'JP~!" !'T\nnrl 0n hnth thPC'.P rlP~rl Pnrl C:ti"PPtC: ..__, •• , ...... -·· l-'' ... ~, ' ....... ~~ • ...._, ... ~,,-..... ..._..,. ,__,.,__,,. •• ,. •• ...,_, .............. .,,~ ..... -··~-· -·~, ~-~ ·---·- 2. Wildlife coming from the Renton Watershed grazes on all properties along both 1981h Place and 9J1h Ave S. What is the proposal from the City of Renton to keep these animals safe and away from car accidents? 3. Opening both streets to thru traffic will cause extreme hazardous conditions with traffic wanting to merge onto 2001h St turning east up the hill. Cars traveling down 2001h St, east to west, top a knoll on the hill at above speed limits leaving little time for a driver to safely exit 9J1h Ave S onto 200 1h St. This has been going on for years. At least with the stop sign at 200th and South Talbot Rd east/\vest traffic has a longer time period in which to spot merging traffic. 4. Currently, cars park on both sides of9ih Ave S. This leaves one lane and only one lane only for traffic coming and/or going, not to mention the times a cars has to back up for the incoming car to drive thru. 5. Future issues concemin!.! above sneed limit traffic lo both -· i,. streets. We all know the problems v,rith South Talbot Rd and 200th St concerning traffic that does not adhere to the posted speed limits. Also issues of cars speeding within the school zone on 200 1h. 5. f)urinr: the '.Yinter season .. 97th i\ '.''e S. ,vil! cause drivers nrob!ems ,vhen trvin~ to ne~otiate this seemin~ small hi!! .. . --- containinL': a curYe before reachint: the flat nart of the --. ..:ti:·,::,.,::,.t n!::-; . .--t-i.-.. ,=,. ::-,i-,.--L'r-.i" .;:,-,.-,-..~.-.-L-. n.-,t i1--;i-,._-.--,:---, ~--. h.!~,r-t.-...., ...... v ....... ~ ......................... ""4-"'-J.. ...... ..;,a. .._;.a.a.'v' ... ,_._ ........... ; .......... ~ ..... ,, .......... ._,, ........ ,... .... .._ topped road. !'/!any ofmy neighbors have to stay home~ or nark their cars ovemi~ht at the ton of the hiH to zet out ~ -.. - 7. What is Renton's plan for correcting all the problems involved concerning 198th Place and 9ih Ave S????? R JqrV +0n +h~ r0?rl')')999 \~.T1rlPn thP r0?rl tn 'J l?np,c;o')')')')') =---=--•-...="-.. -.....-~-,.,,._ ""--''-'"'-'"· •••• ,, ~'-'"•=-=-"'-'--'-'-.. ...,-,_ ...... '"'--' ·---.. ,., ................... . f 0C'C'. 0f" nrnnp,rhr fn!" r-nrrPnt 1~_:p·1rl01,1,rnp,n{)')')')') nlff'irn ltv ... -,._.-.. -._; -,._.-. t---= "---~-·· '".' ,._,., ......... ,_.,, .. ---~~._....._,._,. '' .................. .._..,. ........... ,.. .... _, garages/carports????? Sidewalks????? Street lights????? Large speed bumps installed????? Money(s)????? Just to name a few. The Skagen Short Plat needs to be re-written to exclude opening up 198th Place to thru traffic as it serves no purpose, causes more problems than we can name, and has nothing to do with any of the 5 lots waiting for short plat. The City of Renton has seen a way to make the construction company(s) involved pay for improvements which lets the City of Renton out of future expenditures. Why not stop the waste of money to taxpayers and re-direct these expenditures of fixing your Cities' Pot Hole problems. January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUA15-000024,SHPL-A Dear Mr. Close, I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 198'h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 200'h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 2oo'h Street and 97'h Ave SE, adding more traffic to 97th Ave South will certainly put them in danger. Adding additional traffic to 97'" Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, ~At~ 1600 5, 11 s+r.__ ~\<>.e1c ~enfc,r1 /../ 41 zcG~ / RECEIVED FEB O 4 2015 CITY Of RENTON P,'_AN~\Jl!\JG l)IVISIQ 1 \J {f'phr11n1'\J ? ?n1 'i :Notice of Jlppfication: S'l()f_f.}'E,:N 5-£orr SllO<F9'<P£.ft-'I'/£VJl1J-0000241 SJ{<P1.-)l :is< :i ) all l::ind<)\vners involved on vour above stated nrnnosal that ii~~ ;n-198;11 -Piace were not notili;d. i iound out v 1a· w~rd of letters ofnotitic:1tion \Vere not sent to :ill ne\v landowners: :1nd ( d_ l a notifi~atio11 iett~r to those Viv ing on 9f:1i Ave S should also ha~e. no objections to the proposed Skagen Short Plat of 5 lots, ho\vever, we do object to the opening of 19th Piace to thru traffic, which has ! • . • ~.~nn,1r~qr1r-,.n Currently, 198 1h Place and 9ih Ave S arc both dead end streets. Yes, 198'11 Place does have a 60 foot easement, hut 97':i Ave S is f'\n 1v L1 ~ fPp,t nrf,-lp, l----fnn 1 rn11rh nf thP t~v nr.tvp,r~) -rnrYnPvl <:', l<:' thP ,_,, •• • • ~ ........... ~ ......... ...,. • • ,, ••• ,,~ • ...,, J ,, ' ......... ,., ....... ~ ., ...... -· ., ••• ._,. ·-••• , , •• , --· ·- Citv of Renton going to dole out to fix that wrong? Water nmoff fro;n only one ot' th; street drains on 9ih Ave S ;as directed to an OnPn ditch urh1",.h tl1en nm<: d0\\'11 1 ogth Place 011to nr·ivatP nr·(\pertv p-JLL ..II.... .&..L • • .L.L -.L .. .L .L .L ..... ..._.LU .L JI. J JI. t-" JI. ~ • -t-" ..._.. JI. .. .) • Why was this allowed to hanpen ,vith the se,ver just underneath the \Xlhen onenin!! ! 98th Place to :1 thru street ,:ou must addres5 nthPr . - -----------7~~---~~ ~-·-l-~~-:ic..~i!!Lit.'~E.-~, :_-;~.•:, -, :.-,:....:."-11 ~.;. 2. Wildlife coming from the Renton Watershed grazes on all properties along both 1981 h Place and 97'h Ave S. What is the proposal from the City of Renton to keep these animals safe and away from car accidents? 3. Opening both streets to thru traffic will cause extreme hazardous conditions with traffic wanting to merge onto 2001h St turning east up the hill. Cars traveling down 2001h St, east to west, top a knoll on the hill at above speed limits leaving little time for a driver to safely exit 97'h Ave S onto 2001h St. This has been going on for years. At least with the stop sign at 2001h and South Talbot Rd east/west traffic has a longer time period in which to spot merging traffic. 4. Currently, cars park on both sides of97'h Ave S. This leaves one lane and only one lane only for traffic coming and/or going, not to mention the times a cars has to back up for the incoming car to drive thru. 5. Future issues concerning ab8'.re speed ]imit tr:-:ffic to beth streets. We all kno\v the problems with South Talbot Rd and 2001 h St concerning traffic that docs not adhere to the ""St".! sni=-,::.,..1 ljn'\itc A lc<o ice1u1-"""'c.' ... -r ... ")t•c S1 .... f'.>.f"•-1inn H:al1in p..._, ..... '-'-t--'""""u .l J.U.U.,J .... l...lJ j_J._) "'-'J V..L '"'"..i..J y ......... u..1..1.ie, ~, .ii,.i .U.l the school zone on 200th. Tirn.hlPmc n.·hpn tr,.:_·iTICT -tn nPnntl~.1tP. 'th-ic c.a.~mlnn-crnr:itl hlll •-'"-·~----· ~-,, ..... ~--,,,_ ... -~ '"------... ,,._ ........ ,_,_ ''"'-·-"'"-'" C'i::'T:t2.h~~::~ ~~ '21-!;':'e h::f(::e :e~~!:~::~ t!:e ~~::! "!"'~~:t ('-!-. thµ -. _ _,_ ____ ...._ l".,.1 __ 1_ ~--___ _j/_ -J_ ---~-----_ 1-1 __ 1_ ., ............. ~lct'...t--_ l'_.C ct.ii'...:..'..,"::. ,-:;;· .... ,; '-a:".: ii'...':. il:L\. '...'ii .::i :.__::~L':...t':.. t(~T:~ed ;~;~d. ~.A,;i"':-\' ~;fm'' ~e?~hhc;c, h2.'/e !~ ~!2'/ h~:::e. nT' n'lrk thi::a1r C''lrC nue;~~~ht ~t the t~~ ~fthc hi!! t8 ~et ('Ut -. -t ____ ... t __ ~--t ___ {' ______ 1 ; ; _, -. ; .. '' ,.-.. 7 nn..~t :~ Ren·~-'~ pi~-+'.---~-----•:--~n ,i..~ --~i..1.~--" I• 'fli Ha l.:'.'> J . LVH .:'.'> let.ii 1U1 \.,V!U.;;\,,l!U,t:, au LiH .... t-Jl VUH.,lii.:l inv0lved concerning J 9gth Place and 97'Ii Ave S99??? R l<:1.-.V" tnn thP rn<:iA')')')')') Uii~Pn thP rrv.ut fn ! l 1 .1np.c')'7'7'7') . -----...... ----.. ----. . . . . '' ............... '-"-"-"-;,_;.,·-;. ,. .... , --"-~''"---'· ... . "'-··----__., ---"-.._;;,_c.._.-.... --... ... ----------------------, ......... .J ••••• ~~n-[Yf~~f~~n-~ h~~h~"!'° ~"'H:Jrorr,,p.nf~<TP 0f' r0~<l lTr~d~ f~~ ~~(~('~~--~: ---; .. --. -----~- garages/carports????? Sidewalks????? Street lights????? Large speed bumps installed????? Money(s)????? Just to name a few. The Skagen Short Plat needs to be re-written to exclude opening up 198th Place to thru traffic as it serves no purpose, causes more problems than we can name, and has nothing to do with any of the 5 lots waiting for short plat. The City of Renton has seen a way to make the construction company(s) involved pay for improvements which lets the City of Renton out of future expenditures. Why not stop the waste of money to taxpayers and re-direct these expenditures of fixing your Cities' Pot Hole problems. Clark H. Close, Associate Planner City of Renton Department of Community & Economic Development 1055 South Grady Way Renton WA 98057 Subject: Skagen5 -Lot Short Plat/LUA15-000024,SHPL-A Dear Mr. Close, 19924 97'h Ave S Renton WA 98055 January 31, 2015 RECEIVED FEB O 4 2015 CITY OF RENTON Pi 1\Nr,..'lf\'G DIVI.SIO\ As residents of the Malabar Hill Div. #1 Subdivision we strongly believe that the action proposed by the Notice of Application dated January 26, 2015 is going to have a serious negative impact to our neighborhood. The road in our subdivision, 97'h Ave. S., is not wide enough to accommodate all the additional traffic if, as proposed, the underdeveloped 198'h Pl. right of way is extended from Talbot Road S. to 97th Ave. S. PLEASE NOTE that completing this proposed extension would allow traffic to flow between Talbot and South 200" Street, through the Malabar Hill Division via 9fh Ave. South. 97'h Ave. South is a narrow road, does not have sidewalks for the residents, has no street lights and the existing curves and hills prevent the drivers' clear line of sight. Additional traffic would be not only cumbersome but dangerous. Malabar Hill children walk in the street to and from the school bus stop at the corner of South 200'h Street and 97'h Ave. South and have remained fairly safe on this dead end street. Adding more traffic to 97th Ave. South would certainly put them in danger. Please consider that the addition of extra traffic to 97"' Ave. South would be dangerous to both life and property and take whatever action necessary to insure that this Notice of Application is rejected. Norman and Tovi Harris Residents, 97'h Avenue South, Renton Washington January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUAlS-000024,SHPL-A Dear Mr. Close, I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 198'h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 200'h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'" Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 200'" Street and 97'" Ave SE, adding more traffic to 97'" Ave South will certainly put them in danger. Adding additional traffic to 97'" Ave swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, ~ ///: l 1/0 ~-Yl YlJ/- RECE\\/f: rEB O 4 7Q\:, cnv Of RENiON pLP.,NN\f';C; !_)\VISION :Notice of }lpp[ication: S'l(,'A(!E!N 5-r.C'IT S1f<YR.<J'(f'(){'T/f.'lt'A15-000024, L<;'J{(p(.-__'4 as / 3.) all landowners involved on vour above stated oronosal that ' , ... .I. ..t ! • 1 f';. t) th !'\ I _ _ _ _ • __ • " 1-_ .! ~ l' _ _J , . ___ 1 -!' II ve Ull I "./0 r iace wt:n:: JIUl IIUlll lt:U. I IUUIIU UUL V Id WUI U Ul !h i: <;J l, ...... tt,,"!'" ,._,..<:'!~ f""P."rlt tt'-~,:_• -f~:ith.!'T' ... _ ... ·h0 ri~a.ri i (! ,:·P.t'":lc'!"C ~n-rv ! !' \ ~ ~, --·~------- letters or notitication were not sent to all ne"v landowners; and ( d ) ____ .._•..:._""'. __ _,._: ___ !_.,__._ ______ ,1 ____ 1'. __ '. .. ----(\"'"'Jth ,\ ___ (' _j __ 1_! _1 __ '----- a IIUlll lCdllUII lt:llt:l LU u1u:,,e II V 111g Oil 7 I J-\ ve .") MIUUIU a1:,,u uave no objections to the proposed Skagen Short Plat of 5 lots, ho,vever, ______ J_ .. 1 • __ .,. ...__ ~L-______ '. _____ ['1C\oth i-~i ___ ..__ ~L .... ...._ ___ _!_':1."' ____ L'. .LL __ we uu UUJt:Cl LU Lilt: uµe11111g lJl 170 r1ace LU llllU lldlllC, WJIICll lld::. r,, ......... .,..+t .... 1 ooth Dl,-~..--..,-... ,........,,,-1 ()7th A~·" C ......... 1,.--..+1, rl,,,,,,--1 ...... ,.,A .-,-t,•n.ri.+,· \......,Ull\,.,Ul.l)', I ]0 1 lQ\,.,\,., a11u _-,, I .rl.Y\.i .Jan .... UVltl U\..(l.U \,.,JIU .:")U\..i\.;L.:). Yes, 198'l, Place does have a 60 foot easemen( but 97'11 Ave S is nnhr Li...;;: fp,.p,t ,-p.;{ip ffn,r -ni11f"'h nfthP to:'lv -no:'l,rP'f"C';. ""n-,.,,a,u(c\ ic thP. >../,JIT 1-" ............. T., ......... ,,o._/TT ,,,._ .... ,, "-'' ........ L>,.L'k f''-'' .... 1.7 ••• .._,,,-·T\c>f <d ....... City of Renton going to dole out to fix that wrong? Water runoff from only one of the street drains on 9]1h Ave S was directed to an open ditch ~1hich then runs down l 98'h Place onto private property. "fhv """" thi" -,11""'",1 tn h<:>nnPn u•ith thf" ""''""',. ind 11nrlf"rnP<:>th thP •• ••• ......... , L••••• ...._,, ... ,TT"-'"'-L'L~ ._ ...... ,..,.,..~-··TT< .. ••\,._ ...... J ...... ._, j'--'--'L \,.~II,._.._,,,..,._ .. ._,,,_,,.,_ l ...•.. ,) iiL,i ii; ! 93th P!ace to a thrt! street '-:ou must addre~s ::;the: ('hilrl--r,:::,,.t"'!a ~t(:"!,-,:_T "\.,....,<)1'" -r.r.nnrl n-r. l-,_,....,_tl..., th.--.,:,,...., ...,.,....t'),...1 _ ..... "!""\,--4 ,_:::+, .. ,..,,,:,:+-.:_, , • .._,,,, ..... ,..,_,, !'-'''"'' , ._ ..... ''--''-''' ............. , ,_ .... _, .. ,, .................................. , ...... ~:,,_,._ ...... ....,. 2. Wildlife coming from the Renton Watershed grazes O!"! a!l properties along both 198 1h Place and 97th Ave S. What is the proposal from the City of Renton to keep these animals safe and away from car accidents? 3. Opening both streets to thru traffic will cause extreme hazardous conditions with traffic wanting to merge onto 200 1h St turning east up the hill. Cars traveling down 200 1h St, east to \vest, top a knoll on the hill at above speed limits leaving little time for a driver to safely exit 9?1h Ave S onto 200 1h St. This has been going on for years. At least with the stop sign at 200th and South Talbot Rd east'\vest traffic has a longer t1me period in ~,.vhich to spot merging traffic. 4. Currently, cars park on both sides of 97th Ave S. This !eaves one lane and only one lane nn]:y for traffic coming and/or g_oing" not to mention the times a cars has tn hack up for the incoming_ car to drive thrtL ~5. Future issues cnncernln~_ ahcrve speed limit traffic tn hath streets. We all know the problems with South Talbot Rd and 200 1h St concerning traffic that does not adhere to the posted speed limits. Also issues of cars speeding within the school zone on 200(11 • '1 nnr-inn tl,p. YFintP.r ~p.~~fY!1 q7th A VP. ~ Yl'~ll , .. ~311'-.:P. dr-ivp.rc;: '-"• i.._/._,, '''!'-.,.,,.,._ ,, ,,, ...... , ,, .... ...._,,,_,,,_ .• I LL•"-'~•--,'; !!; ;_,.._t._,_, ...... '-1.,, T ._.,,, nroh!ems \'-/hen trying to ne~otiate this seemin~. sman hi11 containin~ a cur-.-'e hefore reaching the flat nart of the r"'l•.iT't_..-ihP.;T' r~rc A,·~T'1""!1~ht <J1t thP hvn. r.FthP h11l tr. nPt nnt : ., • ' ; ' ' , i ;... ' ; ;._. ii :, ' ' ·• ;._ ' ' ; ; ;:__ ' ; i_ • ,, i ' '.. i ; ''. ' ; " ' ' i i.. ' • ; ' i i ; ' .: .._ ' ' • ' 7. What is Renton's plan for correcting all the proble1ns involved concerning 198th Place and 9?1h Ave S'????? garages I carports·,9·,9·, Sidewalks''''''"" Street Ii ghts'7')9'l? T d h . t 11 d999'n M 1· )9999'' T t ,arge spee .. umps ms a e . . . . . oney s . . . . . . us to name 3. fe~~Y- The Skagen Short Plat needs to be re-\',Titten to exclude opening up 198 1h Place to thru traffic as it serves no purpose, causes more problems than ,ve can name. and has nothing to do with any of the 5 lots waiting for short rlat. The City of Renton has seen a way to ~~~ke t~e ~0~c:trnct1nn cnmn3-n,vf s) involved nav f{)r imnrfrvements nTh~r,h iP.tc -thP r'ih· nf f)p-nf-rn, nnt Af'ti1t-lt"T"P. ;"3,YT'H-~ruhh1'!"'.0!C' u __ ,'h."'!T -r-.+ .. -... ,_ . '', . . •+. __ . : : ____ .. __ .-L. __ +· _________ • :. _ +·. _. __ . __ . ___ . n .. ; __ A:.--~++~--_ ' NOTICE OF APPLICATION 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: January 26, 2015 PROJECT NAME/NUMBER: Skagen S-lot Short Plat/ LUA15--000024, SHPL·A PROJECT DESCRIPTION: The applicant is requesting approval of a 5-lot short plat of 197XX Talbot Road South (APN 793100-0058) totaling 50,398 square feet (1.16 acres) for the future development of S single-family houses. The subject property is located on Talbot Rd s, between S 196th Pl and S 199th St within the Residential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of Slots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Access to the Lots 1 & 2 and lots 3 & 4 would be provided via shared driveways extended from Tabet Rd S. lot S would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the previously approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way (Street Modification Request was approved by City of Renton on June 7, 2011; LUAll-089). There are areas meeting wetland criteria found on the site. Off-site to the nonh, is the south edge of a forested, slope-type Category 2 wetland. The 50' wetland buffer extends a short distance onto the site and is located in Open Space Tract A. Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report Was prepared by Sewall Wetland Consulting, Inc. on October 21, 2011. PROJECT LOCATION: 197XX Talbot Road South (APN 793100-0058) PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT /PROJECT CONTACT PERSON: Phillip Kitzes / PK Enterprises/ 23055 SE 263'' St/ Maple Valley, WA 98038 / 206-227~7445 / pkenterprises_mv@comcast.net Comments on the above application must be submitted in writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on February 9, 2015. 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 at (425) 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. If you would like to be made a party of record to receive further information on this pr __.-----,, , com this form and return to: City of Renton, CED, Planning Division, 1055 South Grady W _E.~~_WA--9SOS7. file Name/ No.: Skagen 5-Lot Sha NAME: (II '( t./'.S MAILING ADDRESS: :,c)'.L. :,·L'....L-'=d....,c_,:'.:..2_..Lf+&.""-'!£,:.L__ CITY /STATE/21 P: ~(c,1_:,\l,:.!.1.f _ __c?_'.02._c_-"f,'--:5"'--- n: 1 F"llHONF NO· . . ' r Cityof , -------~_! -~11 ££)' ( t PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIC DATE OF APPLICATION: JANUARY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 lf you would like to be made a party of record to receive further information on this proposed project, complete th, form and return to: City of Renton, CED, Planning Division, 1055 South Grady ·,-wA·'9BOS~ NAME: C,1/'-C, v:::_ J MAILING ADDRESS: '7(/;QJ .~) ) z:S:: Ph TELEPHONE NO.: .2-5 5 -(if J ij;l.?"5 January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUA15-000024,SHPL-A Dear Mr. Close, ' ( I am a resident of the Malabar Hill Div 111 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. ·TVfD ' 4 2015 "ENTON J,11J1S/Qt\j The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 1981h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 200 1h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 200'h Street and 97'h Ave SE, adding more traffic to 97'h Ave South will certainly put them in danger. Adding additional traffic to 97'h Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, """ .... ,.... /f 1 l l n..r . r 'ii r-.. Jvotz.ce OJ fl-ppticaizon.: nn, r6 ,,...f"T'T,.. r r-_ _ _ __, C'.--... ___ __, _..,..., _ -_ __, :I re ("7 1 ,::, .,, r:" I'\ I"\ I"\ n." ,1 ~ r~ re r2 , 'I\ ,<f l-r'r. ·,v l-f ,( "' . YH( N<'I ,r,. ,.., II • ·u ,<f I l-111 II ff IL<J .. Yn•r1 .-A ;,,.... -'el" -.~ --. ----.... ------~-------,, ------·-·-----,--,i .... ---------- L,~r:r~-'P>C'. ~ ~0t !0 hP fip-c:.~r~fi -,,..,. ..... , -., ··--·---·---· ---·------·'""·-··' ,·---····----" ---·· --· -· --·---· -·-----·---- as (a.) all lando\vners involved on vour above stated orooosal that liv~ ~11 198th Place were not ootifi;d_ i found out v 1a, w~rd of letters of notitic::ition \Vere not sent to ::ii I ne\v l::inrio,vners: ::inrl I rl. l --------·····--------------------· ·-------------;--·-----,---/ ,•,-.. .• 1 ,. , ,1 1' • ,,,..,th '" .-~ 1 1 I 1 I a nouncauon iener 10 rnose ii v mg on 'i i Ave :-, snowo aiso nave no ohiections to the nronoserl Sk::iP"en Short Pl::it of S lots ho\vever_ -----J--------------r-·a·----------u··----------·--------, -------, we do object to the opening of 198th Piace to thru traffic, which has Current]), 198th Place and 97th Ave S arc both dead end streets. Yes, 1 OR'h Place does have a 60 foot easement, hut 97'h Ave S i<: 0nh-' ,1.:;: fppt '..vide HnY1.: !:'"!~~f"h 0fthe t~Y n;1Yer~J rn0nevf(;'' :;c: th~ City of Renton going to dole out to fix that wrong? Water runotl fron1 oniv one of the street drains on 9ih Ave S was directed to an At"'l~f"I r1;+;l, nrh;,.--.h tho'.lon rune d"\"n 102th Pl./"}r,.µ ~""'\ntn P'";,r~:it.::. nr.-,n,::,,.r'h,., vp"-'-'" UH .. \.,J.l ,.,. 11.J."""'--' 11.J.-''-'-' .a. LhJ v ,-.1 / u .a. """""'""' v.11.1,v J. 1 v "'""""' p.1 vp1r,,,,1. LJ • \VhY '.V3, thic. 3l!o,serl to h3nnen y,:ith the <:e'.'.'er inst nnrleme3th the ,:-+,._--,_--.+ .,1,._,...,;,,0 ----- ,,, ,,\Fh-en 01"\enin~ 198.1 JI Place t0 '.1 thrn ~treef Y011 mn,;;;-_t qrlrlre~s. 0th er -•·-··_:'"~,.-;::_,-,-,_.cc.:-_-,,_-1~ ,---,-• 2. \Vildlifc coming from the Renton Watershed grazes on all properties along both I 9s1h Place and 97 1 h Ave S. What is thP nr0nn~~• frnm thP. rihr 0fRPntf1n to L~ppn thP{_:P. ........ t'' ~'t'"'"""'' ••"-''"' '"'''"' ..._,._ .. _r .._,. • .,...,,,, .. .._,,, ..... , ,,._,...,t, "'''"""' animals safe and a•.Ya'.' from car accidents? 3. Opening. both streets to thru traffic \Yill cause extreme hazardous conditions with tratlic \vanting to merge onto 2001h St turning east up the hill. Cars traveling down 2001 h St, east to west, top a knoll on the hill at above speed limits leaving little time for a driver to safely exit 97'h Ave S onto 2001 h St. This has been going on for years. At least with the stop sign at 2001 h and South Talbot Rd merging traffic. 4. Currently, cars park on both sides of 9?1h Ave S. This leaves one 1ane 3nd only one lane onb: for traffic comin~. ".'!n~lnr rrn-iTHT nnt tn n,p,nt-ir""" thP> t-in,p.~ .-, r"'r~ h~c:: tn h··'.'!rl_· ~·· ,.,_~, ,_,, :--=-".'-' •• •:==a--, • ,,_,,_ ,,_, ',,.,,_' ,,_ ''-''. ,, ''=' ~ ''' , ... ~-· (., .,_,:_1,.' ',, •. , ',, • _., • .._,,, nn for the incom1n~!. c:1.r to driYe thru_ FntnrP. ic:cnp.;: rnnrPT'T"linn-r:1hrY\"P. cr1.PPrl l~n-11t t,-.-:1-fh,... t("\ h("\th ' ·-· ,_ ,_,' "=-•. ,._' ·-. "=--' L..-',' 'L..-L..-. '' ' •• ~ ',, ,,_' • ~ ''.-" ,,_ ,,_ "-~ ''''' '' ,_; • j; ; ; i,.-;_ ,_, i_'; ;;_;; streets. We all know the problems with South Talbot Rd and 2001 h St concerning traffic that does not adhere to the ~ posted speed limits. Also issues of cars speeding v,ithin the school zone on 2001h. nrnl··dPn'"'IC' i.1.·h~rt trv~r\('r tr,, T"IPnn.t1ri-tP. th1-.., C'P.P.TI'"'liT"H'r ~n'"'lnH ,'"'l~n !-'' ,_. ,_. '"=-'' ' _ _:, ; ~ '' .._'; ; ; ; ; ; '~ i_ ,._, ; ; ;.,,. fa=--, ___ , i ; '' ,_._ ; ; ; ; -, • .,_ ,,_ • '' '' ' --__ :,; i; , __ ,;; ; r·n--nt·~in~nn· ':!: r1n··,:p hPfi-YrP rP"'.'lf""'h1nrr th-3 fl.-:,t rl':irl nf"thP ~,_.,,.._,,,,,,,~ "~ '" ·~ ,.,_,._.,,_ ''-='--'-"=-'';;;_:.__ ,_,,.,,. ,,.,__,_,_ ,_,, __ ,,, ,, ''~ "' \Jf0-,-,,,· 0+--.~,, ...-.n~,.,..i..,j....,...,...,.1._, h•J'!'P -tr, r+n,, "'"""M"IQ r,.-.- ; ; ;._ ; .:_ ; ; ' ',. '' ' ' '., . ·-,_' . • L '-' ; ; ; ' -'; ' '"-' ,_ ('_ 7. \Vhat is Renton's plan for correcting all the problems involved concerning l 4X'i. Place and 97''' Ave S')')')')') ~~r.'.!-r'r.'.! rrr~r.:: 1 r ~~nrtr.:: .,.,.,.,., <:. i rl P,'\_ ,,_ •q n.r~')')--)')<") "'._ trr-r-t '1 n-h tt:;J)')')'1') ___ .. <<'-<:'-... -' ........... ~,-,.,_,, ... , ........ _.,~ .... , ........... , ....... ,., ............... ··~ .... ...., ••••• The Skagen Short Plat needs to be re-written to exclude opening up 198 1h Place to thru traffic as it serves no purpose, causes more nrnhi,,.,·,w th<:>n "'" r<:>n n<:>rnf' <:>nrl h<><e nnthino tn rln u,ith <:>nv nf th,. ~ • ....,...,., ....... ....,, .......................................... ~ .............. ...., •• ....,. ....... ~ ............. ....., .............. _. v, .... .... rn"llrp. thP 0rY?'H:"t-r11r-"t~n.n 0n.n'"1n"l-,T~.'( c\ ~n,;:n.hrPr! nrn: .fn.-r ~rn-rV!''n,.,;;0-rnP.ntc ···-"'-'-'--'·'-'---·,, .. -... , ......... ~,--·,, ,,__,_.,,,;, ... ~,,' '.·'-' ''' ', .. , ' ......... , :--... ~· ,,._., ,,,,~:, ,.· ...... ,,, ..... ,, ... · .+ .... +~---·---+--.. +· ........ -.·+-,-+-· .. -.·-··---·---____ ..--4 --_;: ____ -e,-+i-, ___ ...,. January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUAlS-000024,SHPL-A Dear Mr. Close, I am a resident of the Malabar Hill Div #1 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 198'h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 200'h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 200'h Street and 97'h Ave SE, adding more traffic to 97'h Ave South will certainly put them in danger. Adding additional traffic to 97'" Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, I t City of. , I -• .-,.. --, _ " l. _ ~._ _ ;.,. 1 .. · '"" }' ·r· l1 t.SJ'. '. n \ . t\ 'A~-: a i -~ ) J ; .......... ........,,,.. 1·-..r'......,,,. ~ NOTICE OF APPLICATION 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, PROJECT NAME/NUMBER, January Z6, 2015 Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A PROJECT OESCRIPTlON; The applicant is requesting approval of a 5-\ot short plat of 197XX Talbot Raad South (APN 793100-0058} totaling 50,398 square feet (1.16 acres) for the future development of 5 single-family houses. The subject property is located on T~\bot Rd S, between S 196th Pl and S 199th St withir_i the Residential-4 dwelnng units per acre (R-4) zone. The applicant is requesting the clustering of Slots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Acc12ss to the Lots 1 & 2 and Lots 3 & 4 would be provided via shared driveways extended from Ta bot Rd S. Lot S would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S, The applicant is requesting to extend the previously approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way (Street Modification Request was approved by City of Renton on June 7, 2011; LUAll-089}. There are areas meeting wetland criteria found on the site. Off-site to the north, is the south edge of a forested, slope-type Category 2 wetland. The 50' wetland buffer extends a short distance onto the site and is located in Open Space Tract A. Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration ~o the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report was prepared by Sewall Wetland Consulting, Inc. on October 21, 2011. PROJECT LOCATION, 197XX Talbot Road South (APN 793100·0058) PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON, Phillip Kitzes / PK Enterprises/ 23055 SE 263'" St/ Maple Valley, WA 98038 / 206-227-7445 / pkenterprises_mv@comcast.net Comments on the above application must be submitted in writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on February 9, 2015. 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 at (425) 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. RE{::E/VED FEB 11 2015 CIT• uf RENTON PL/\i'.Jr<il\JC DJVISIO\' 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 South Grady Way, Renton, WA 98057. File Name/ No, Skagen 5·lot Short Plat/ LUA15·0DD024, SHPL-A /'\.... ) . ..._. NAME, /U :,,,_, 0d. MAILING ADDRESS, ,N• p ,-{J //,". .,_\ ,JL/.,t__,/;7, '.; J /'!. ,.......,..., '_ .. -.-~-·-, .. f ... ._,}_C:, TELEPHONE NO., ?.J".2.-,Y "' ; 3 ,,e;... ... PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIO' DATE OF APPLICATION: JANUARY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 If you would like to be made a party of record ta receive further information on this proposed project, complete th - form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-AJ .·-;, NAME:, . • ' ~ r-" MAILINGADDRESS19920 -97th 'Ave. S CITY/STATE/z1,Renton,WA 98055 TELEPHONE NO.: ( 2 5 3 ) 8 5 2 -8013 February 5, ~-15 City of Renton Dept of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attn: Clark H. Close Subject: Skagen 5 -Lot Short Plat/LUA15-000024,SHPL-A Dear Mr. Close After talking to our neighbor she said they received from th City of Renton a ''Notice of Application'' regarding the Skagen 5-Lot Short Plat. We did not receive the notice so she gave us a copy. After trying to understand the Project Description we want to be a party of record as being against a road from Talbot Rd South thru our development, Malabar Hill Division via 97th Avenue South. Please keep us informed on this project. Thank you. Sincerely, ::~~J'k-TZ~ t /.. . . . <f:_c:;;:cc /,.C/Jf'.<'.·~ .. c Irene Tappero 19920 97th Avenue South Renton, WA 98055 RECE\\/F '· fEB 1 l '2i :N Of RI:('':,-,'' C~LANNiNG \JNb• .! ,ton Department of Community & Economic elopment Cityo ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMUNllY SERVICES COMMENTS DUE: FEBRUARY 9, 2015 APPLICATION NO: LUAlS-000024, SHPL-A DATE CIRCULATED: JANUARY 26, 2015 APPLICANT: Michael & Lura Skagen PROJECT MANAGER: Clark H. Close PROJECT TITLE: Skagen 5-Lot Short Plat PROJECT REVIEWER: SITE AREA: 50,398 square feet EXISTING BLDG AREA (gross): LOCATION: 19700 Talbot Rd PROPOSED BLDG AREA (gross) SUMMARY OF PROPOSAL: The applicant is requesting approval of a 5-lot short plat of 197XX Talbot Road South (APN 793100-0058) totaling 50,398 square feet (1.16 acres) for the future development of 5 single-family houses. The subject property is located on Talbot Rd s, between S 196th Pl and S 199th St within the Residential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of all 5 lots with two open space tracts, Tracts A and B to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Access to the Lots 1-4 would be provided via two shared driveways extended from Ta bot Rd S. Lot 5 would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way (Street Modification Request was approved by City of Renton on June 7, 2011). There are areas meeting wetland criteria found on the site. Off-site to the north, is the south edge of a forested, slope-type Category 2 wetland. The 50' wetland buffer extends a short distance onto the site and is located in Open Space Tract A. Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report was prepared by Sewall Wetland Consulting, Inc. on October 21, 2011. A. ENVIRONMENTAL IMPACT (e.g. Non-Code} COMMENTS Element of the Probable Probable More Environment Minor Major Information Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth " Housinq Air Aesthetics le Water "-Uaht/Glare Plants ' " Recreation land/Shoreline Use Utilities Animals " Transnortation Environmental Health ~ Public Services Energy/ ,( Natural Resources Historic/Cultural Preservation , Airport Environment 10,000 Feet 14,000 Feet ~t:d Ofrif«L/r;:r-;:v; CJ1ptvvtav1CL o~ >6 ~ 5 1 lif1~ 73,A-~;w; t::t~;Jl'iU/J Pian~ ~ Prop~ f-Ii !48-1&Jbc,f-P:oJq S-vtf/~4. 8. POLICY-RELATED COMMENTS Su 'f-~ 0:, k -.-,JJu.9 ao ..,,~ We have reviewed this application with articular attention to those areas in which we hove expertise and have identified areas of probable impact o, orec__:e, dditiona, info,matio eeded to prope~ss this proposal. J I ~U J Signature of Director or Authorized Representative Date '( / C. CODE-RELATED COMMENTS s~ ~5 -7~ {,-,Ls~ h..t '>ft,u_y so9e.J 0'\-~ or kl~-> L&'>t ofl1 G -tree.<, ~ 0/£, t -rt~ skJ k ~ b__ clifU ~ -3o £J-~ ee ~ l;flf ( v'v(J/l-5 h_)}L,l /l Oil c1CtA'>) -Vl,0;4-J-~u. ~( '4 e),J w ~ , h..f-4-:, <: ~ ~ rJ,od ~ [0 4J' -~ ~'i-'t!L LlJS,,\,il it> ~ &,,-~vuJJ\ ~,uocf:t G,Js:U--(1-~ -N:> skr,,1s or ((l)j~ cJow~ lS' ~ ~ c; b\\J:.-W°i °-ff ro~ Ji - We have reviewed ~h.is op~lication with particular attention to those areas in which w . . .. or areas where add1t1onal information is needed to properly assess this proposal. e hove expertise and have rdentif1ed areas of probable impact Signature of Director or Authorized Representative Date NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development {CEO) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: January 26, 2015 PROJECT NAME/NUMBER: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 5-lot short plat of 197XX Talbot Road South (APN 793100-0058) totaling 50,398 square feet (1.16 acres) for the future development of 5 single-family houses. The subject property is located on Talbot Rd S, between S 196th Pl and S 199th St within the Residential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of 5 lots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Access to the Lots 1 & 2 and Lots 3 & 4 would be provided via shared driveways extended from Tabet Rd S. lot 5 would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the previously approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way (Street Modification Request was approved by City of Renton on June 7, 2011; LUAll-089}. There are areas meeting wetland criteria found on the site. Off-site to the north, is the south edge of a forested, slope-type Category 2 wetland. The 50' wetland buffer extends a short distance onto the site and is located in Open Space Tract A. Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, t:. 0014 and a Critical Areas Report was prepared by Sewall Wetland Consulting, Inc. on October 21, 2011 \<,.t:. ct:. \\J , PROJECT LOCATION: 197XX Talbot Road South (APN 793100-0058) ~t_\) \ \ 1S\\JPERMITS/REVIEW REQUESTED: Adm,n,strat,ve Short Plat c. 9"t~~CANT/PROJECT CONTACT PERSON: Phillip Kitzes / PK Enterprises/ 23055 SE 263'd St/ Maple Valley, WA 98038 / C \"f( QT" Q\\J\'::}O' 206-227-7445 / pkenterprises_mv@comcast.net \/,\'NG l?V'~ Comments on the above application must be submitted in writing to Clark H. Close, Associate Planner1 Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on February 9, 2015. 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 at (425) 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. 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 South Grady Way, Renton, WA 98057. File Name/ No.: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A NAME Omo l~ :-St-fts S~v VL s MAILING ADOREssS 7, L£ =+h S CITY/STATE/ZIPPt1,& (u,i4: qfl1» TELEPHONE No., 2-6: 3 5 2c -q 1 2, £ u • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIC DATE DF APPLICATION: JANUARY 20, 2015 NDTICE OF CDMPLETE APPLICATIDN: JANUARY 26, 2015 If you would like to be made a party of record to receive further information on this proposed project, complete th form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Skagen 5-Lot Short Plat/ LUAlS-000024, SHPL-A NAME Jc-\+-1 MAILING ADDRESS: _-'::::~~'-----''=~-1:-L_,...,-~fi,'.,-.i__ CITY/STATE/ZIP: ="'-"-IB..j.-".<-''-'ll..?fn?;<- TELEPHONE NO.:--~"""--"'------'-------...:._""'----"'-- January 30, 2015 City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 Attention: Clark H. Close, Associate Planner Subject: Skagen 5 -Lot Short Plat/ LUA15-000024,SHPL-A Dear Mr. Close, I am a resident of the Malabar Hill Div 111 Subdivision and the action proposed by the Notice of Application dated January 26, 2015 is going to have a sever negative impact to my community. The road in our subdivision is not wide enough to accommodate more traffic; and that is exactly what is going to happen if, as proposed, the undeveloped S 198'h Pl right of way is extended from Talbot Road S to 97'h Ave SE. Completing this proposed extension will allow traffic to flow between Talbot and South 2001h Street, through the Malabar Hill Division via 97'h Ave South. If you visit 97'h Ave South you will see that the road will only just allow single car access; it does not have sidewalks for the residents; there are zero street lights; and the existing curves and hills prevent (the drivers who need to use the road) clear line of site. Because our children have to walk in the street to and from the school bus stop at the corner of South 2001h Street and g7'h Ave SE, adding more traffic to 97'h Ave South will certainly put them in danger. Adding additional traffic to 97'h Ave Swill be dangerous to both life and property and I want to take whatever action is necessary to insure that this Notice of Application is rejected immediately. Sincerely, ~ .I ~~ sJ-crfu~ lx;-flee,~ \tlO\"t° dlil ~ --rt~ Youd '.ffu_ ~/S11n5 hU\{{fe, 1\1\ CN,r N,t,Shl:Jv~u6 1 l)v'{'._ hcJ to C~n~ (]Vv( ~~ d I tM t furyy. 2,c; Mfi'\ tu to 11Af h _ ~c~ \ \, \; 04Vlb{ rru; .+o C"rf u~ ~Str 'h --f'h 1 \ Y\f,1,S vi bi v ho o tl DATE OF NOTIU OF APPI.ICATION: PROJECT NAME/NUMBER· PROJECT LOCATIOt.1: PERMrT5/RMEW REQUEl"HD APPLICANT/PRQl[CT COITTACI >EJISON r t - Januo"fl6, 1015 S>a1", Lot >hcrt p·,r, tJAJ,-ooooz•. SH Pl .o, 191U Taloct Soad 5,outk ,:APN 193100-00SS] Adm1nl,t<a~,e\hortFlat ::~:',;~:'.~~~: /;, ~~,;n:;:,~;;:'.'l~~'~c,d ,o ';'""' f,rtMr in'n,mat·on on 1" > o•oo:,ed prctJ!C:, <Ompkeco ''" , ,nn,n1 J\""°"· !055 South ~·•:fy way, Renea,, WA ~8u~, ftie ~ame I ~Q \k•1eo \.(or \hor, Plat/ L~AIS-000014, ;.,Pl-A ::~'.N~AOJR[:SS------------------------ Tc"PH(.JSE NO J ECT NUMBER WHEN CALLING FOR PROPER FllE IOENTltlCATION PL£ASE INCLUDE THE PRO uAn OF APPLICATION: JANUARY 10, lOll NOT\CC OF coMPLHE APPllCA1ION· ------ NSM( --__ ------Cl ,1\TAl{/IIP ------- ~·A1INCA0DR[\S ---------- CERTIFICATION I, C£f,f-1'1L-{/-. C U",/b , hereby certify that s copies ofthe above document were posted in __3-conspicuous places or nearby the described property on Date:. _ _,/u/c....:2::.:.t_.;., (-'-t.:;:...S-____ _ STATE OF WASHINGTON ss COUNTY OF KING r I certify that I know or have satisfactory evidence t t \' L '-~ ( \o::,---12,__ signed this instrument and acknowledg ditto be his/l;le~/their free and voluntary act for the uses and purposes mentioned,l~Hie in rument. ,.,,,,, ,,,,, Dated: ) , 1 Lr"/ '; ~~ ~. MOJ'...,_',;,:.'1,i,;::=.c::::,,.---4--+~___.c:.,,-,=--------~ -";;,:~ ''"\\\ll1t11 -., : ~ ,,.--;,:;_o" ex,.,~_::,,,, ~ta State of Washington : .).;: :,!, '\,1t,.Rr 'IJ>,,. /' :;(J;~o ~-~ !\ ::: §.S ~ .-§ 0:;; \', ~ ,~-,''\ ~ <,~ -~ N(1tiil'~Print): +-, 1( ' / "., .Due"" ct.>: 0 -__ ,.,..., 1 ,...,, __ \,.__,'-..:o.,,.,,__c>.==-~'---'".-""'-''"''-"'-''s··----- ~ ,, ...... -~-- '\ i(,lt,a~~~#exp ires: __ """S;.1--) ?"-·-]1-1-,/-'-roc~>:L..!I @i.,µ._· ___ _ 111 ff: OF \f'II>-,.:::-11, ~, ..... I\\\\\\\"''' 300' Surrounding Property Owners See Attached Mike Skagen Owner Phillip Kitzes Contact (Signature of Sender): STATE OF WASHINGTON ) COUNTY OF KING ) '"'"111111 ,,, R 11, $' y..\11-, Mo>:,,,, I certify that I know or have satisfactory evidence that Sabrina Mirante ~:.~:--,;,,~oN'"idt~,,,,';9 1t~ signed this instrument and acknowledged it~e his/her/their free and voluntary il'.:t<A:if~'(,15.lljc ~ll,pur6'9ses I ·-_. =~ <i!° rJ) '; ~ mentioned in the instrument. 1 , "-~ [ 8 _ . § z ~ "" '/ t JJ ,c.i .E O ~ \ ,:. ,r. 'l (19\. : t,.:.. - '/,.~v·~ \ 1\'t, .:i=' 0 = ,.,...,;_y' ,, .. ~.... = Dated: -'-I_· _._.,)_::V'-'.•....._I--')--_ Notary {Print) :_\_,_"...s·....,_v.,,\_· ·-'--· -'"-'"'""'-·---"'4,,.____.._,._'--',--'--------- My appointment expires: \ \ v :s l ;) 1 ·;)<. I " Skagen 5 Lot Short Plat template ~ affidavit of service by mailing .. •• Phillip Kitzes PK Enterprises 23035 SE 263rd St Maple Valley, WA 98038 Mike Skagen 12050 SE 178th St Renton, WA 98058 • • 622059066 622059077 5054800020 NIEDERER KENNETH BRIAN STELIOS JAMES MARTINEZ-PEREZ KARINA+PEREZ 20011 95TH PL S 9605 S 200TH ST 19932 97TH AVES KENT, WA 98031 KENT, WA 98031 RENTON, WA 98055 5054800030 5054800050 5054800060 HARRIS NORMAN G MOORE CAL STEINHAUER MICAH 19924 97th Ave S 19916 97TH AVES 19912 97TH AVES Renton, WA 98055 RENTON, WA 98055 RENTON, WA 98055 5054800070 5054800080 5054800090 TURPIN PATRICK R+PATRICIA F STEPHENS JEFFREY S+DONNA M WOOLSEY ANTHONY J+SIRIYA OU 19908 97TH AVES 19834 97TH AVES 19826 97TH AVES RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 5054800100 5054800110 5054800120 TOAL CHRISTOPHER A+ROSALIE SCHELLSCOTI KIN KEVIN M+LISA A 19810 97TH AVES 19806 97TH AVE S 19802 97TH AVES RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 5054800130 5054800140 5054800150 KAMINSKY MARK A SPRINGER DANIEL R+SPRINGER HAAS C F & PA TRUSTEES 19801 97TH AVES 19803 97TH AVES 19807 97TH AVES RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6385120010 6385120010 6385120020 FEDERAL HOME LOAN MORTGAGE Resident MARTIN JORDAN L 5000 PLANO PKWY 9497 S 196th Pl 9491 S 196TH PL CARROLLTON, TX 75010 Renton, WA 98055 RENTON, WA 98055 6385120030 6385120040 6385120050 RAJU ASHOK+MEENA+SHALVIN S DAWSON DANNY LEROY+KOESER C SHERMAN SAMUEL C+CARMITHA N 9485 S 196TH PL 9479 S 196TH PL 9473 S 196TH PL RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6385120060 6385120070 6385120080 LIEU SUONG VU TRINH HONG K+VONG ALAN H LIU JUNIOR 9467 S 195TH PL 9461 S 196TH PL SE 9455 S 196TH PL RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6385120090 6385120100 6385120110 SINGH NARINDER PAL NGUYEN THIEN THANH+GIAU THI FLORES MARIBETH 9449 S 196TH PL 9443 S 196TH PL 9437 S 196TH PL RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6385120120 6385120130 6385120140 YUAN ZHEN ZHEN+PAN LUO NGUYEN THAO LY RAPANAN KATHLEEN J 9431 S 196TH PL 9425 S 196TH PL 9419 S 196TH PL RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 • 6385120150 6385120160 6385120210 CAPA MARIA (+EDWIN NGUYEN NGA HOANG THI MONZAKI FRED H 9413 S 196TH PL 9409 S 196TH PL 9414 S 196TH PL RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6385120220 6385120230 6385120240 KINKASON CHAN LEE JOHN+KIMI LEE KENNY K+LI LANCY Y 9420 S 196TH PL 9430 S 196TH ST 288 HESTER AVE RENTON, WA 98055 RENTON, WA 98055 SAN FRANCISCO, CA 94134 6385120241 7931000001 7931000001 LEE KENNY K+LI LANCY Y OR RESIDENT BENNETT RAYA BENNETT RAYA 9436 S 196th Pl 1101 37TH ST SE #601 9600 S 198th Pl Renton, WA 98055 AUBURN, WA 98002 Renton, WA 98055 7931000002 7931000003 7931000010 BENNETT RUTH ANN BENNETT MARVIN R ORTIZ EDUARDO 9601 S 198TH PL 9607 S 198TH PL 19425 TALBOT RDS RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7931000053 7931000058 7931000059 BALDRIDGE LARRY D SKAGEN MICHAEL J ABERGE KATHLEEN 19920 92ND AVES PO BOX 58279 9502 S 200TH ST KENT, WA 98031 RENTON, WA 98058 KENT, WA 98031 7931000060 7931000061 7931000061 GILL GURVINDER+BALBIR GILL GURVINDER+BALBIR ROYALJAMES F+KATHLEEN M PO BOX 59390 19808 Talbot Rd S 9506 S 200TH ST RENTON, WA 98058 Renton, WA 98055 KENT, WA 98031 7931000062 7931000063 7931000064 GILL RUPINDER CARLSON JUNETTE E SINGH LAKHBIR 19818 TALBOT RDS 9530 S 200TH ST 10428 SE 214TH PL RENTON, WA 98055 KENT, WA 98031 KENT, WA 98031 7931000065 7931000066 7931000068 SINGH SUKWINDER+RUPINDERJIT GROOM JAMES R SNYMAN JO WANDRE 9548 S 200TH ST 9604 S 200TH 9616 S 198TH PL KENT, WA 98031 KENT, WA 98031 RENTON, WA 98055 7931000069 7931000080 7931000110 STONE GEORGE B ALB UT GABRIEL& LUCIA N BYSTEDT REN EE C 9518 S 200TH ST 19901 97TH AVES 19428 TALBOT RDS KENT, WA 98031 RENTON, WA 98055 RENTON, WA 98055 7931000111 1079470090 7941000050 SCHOLEN WA MUSSA-COLLINS LILLIAN GABOUER INGEBORG 19418 SRRINGBROOK RD 20006 95TH PL S 9232 S 198TH ST RENTON, WA 98055 KENT, WA 98031 RENTON, WA 98055 7941000060 7941000070 7941000080 BERRY DOUGLAS BEN+ANNE M FIORETII GENE M LOUGHRAN FAMILY LIVING TRUST 9248 S 198TH ST 9500 S 198TH ST 9506 S 198TH ST RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7941000090 7941000100 7941000110 MCCUE JOAN A PATRICELLI LIB L PATRICELLI L 9505 S 198TH ST 9507 S 198TH 9507 S 198TH RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7941000120 7941000130 7941000140 KOCHEL MARC+ EMILY FANT JAMES M+SANDI L HAESELER KENNETH G+LORETIA 19816 95TH AVES 9500 S 199TH ST 9522 S 199TH ST RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7941000150 7941000160 7941000170 OLSON ALDEN G OLSON ALDEN G EBBERSON WALTER 19801 TALBOT RDS 19801 TALBOT RD S 4774 STRATMORE CIR SW RENTON, WA 98055 RENTON, WA 98055 PORT ORCHARD, WA 98367 7941000171 7941000180 7941000181 EBBERSON WALTER PARAISO JUAN D PARAISO JUAN D 19653 Talbot Rd S 24720 132ND CT SE 19643 Talbot Rd S Renton, WA 98055 KENT, WA 98042 Renton, WA 98055 7941000220 7941000230 7941000240 DIEBATE GABRIELA CUMMINGS MELANEAN EVANGELISTA MEUOY 9231 S 198TH ST 9239 S 198TH 17701108TH AVE SE #306 RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7941000241 7941000250 7941000260 EVANGELISTA MEUOY LOVELAND CHARLES STAFFORD WELKER ADAM D+MARY J 9247 S 198th St 19815 95TH AVE S 19821 95TH AVES Renton, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7941000270 7941000280 7941000290 SIMMONS RICHARD+LAURA E OCALLAHAN ELIZABETH M+TRAVI ABERNATHY DON E 19833 95TH AVES 9501 S 199TH ST 9507 S 199TH ST RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7941000310 7941000320 7941000330 RAO RAJA RAM MOHAN+ANDREA V ALEJANDRO JAY U+VANESSA W SNYDER FREDERICK J 19919 TALBOT RDS 9400 S 200TH ST 9324 S 200th St RENTON, WA 98055 KENT, WA 98031 Renton, WA 98031 7941000340 5054800160 5054800170 MEARS MARDELL F BLACK DAVID JAMES JR ALB UT GABRIEL +LUCIA N 9246 S 200TH 19809 97TH AVES 19901 97TH AVES KENT, WA 98031 RENTON, WA 98055 RENTON, WA 98055 , 5054800180 5054800190 5054800200 WHITE DEANNA L+MIKE L HEARRON PATRICK L HAGEMIER JACOB A+KARLA K 1991197TH S 19917 97TH AVES 16167 MIDVALE AVE N RENTON, WA 98055 RENTON, WA 98055 SHORELINE, WA 98133 5054800201 5054800210 6385120250 HAGEMIER JACOB A+KARLA K SIBOUTHEUANG HIN+BOUACHANH CHI ZI YING 19925 97th Ave S 19933 97TH AVES 9442 S 196TH PL Renton, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6385120260 6385120261 6385120270 TAM EDWARD K+LILY TAM EDWARD K+LILY SUNER GARABET+VICTORIA 916 EXPEDITION TRL 9448 S 196th Pl 27026 SE 22ND WAY HELENA, MT 59602 Renton, WA 98055 SAMMAMISH, WA 98075 6385120271 6385120290 SUN ER GARABET+VICTORIA OLYMPIC PEAK HOA 9454 S 196th Pl PO BOX 1555 Renton, WA 98055 BOTHELL, WA 98041 Denis Law --C' .f -~M:.ayor-----~l~'}011llitl January 26, 2015 Phillip Kitzes PK Enterprises 23055 SE 263'd St Maple Valley, WA 98038 Community & Economic Development Department C.E. "Chip"Vincent, Administrator Subject: Notice of Complete Application Skagen 5-Lot Short Plat, LUAlS-000024, SHPL-A Dear Mr. Phillips: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7289 if you have any questions. Sincerely, Clark H. Close Associate Planner cc: Michael & Laura Skagen/ Owner(s) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • Cityof 1 ·-....,....,~J.!·w1.1 NOTICE OF APPLICATION 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: January 26, 2015 PROJECT NAME/NUMBER: Skagen 5-Lot Short Plat/ LUAlS-000024, SH PL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 5-!ot short plat of 197XX Talbot Road South {APN 793100-0058} totaling 50,398 square feet (1.16 acres) for the future development of S single-family houses. The subject property is located on Talbot Rd S, between S 196th Pl and S 199th St within the Residential-4 dwelling units per acre (R-4) zone. The applicant is requesting the clustering of 5 lots with two open space tracts, Tracts A and B, to be used to satisfy the 30% open space requirements. The proposed lots range in size from 7,005 gross square feet in area to 7,020 gross square feet. The residential density is 4.42 dwelling units per net acre. Access to the Lots 1 & 2 and Lots 3 & 4 would be provided via shared driveways extended from Tabot Rd S. Lot 5 would be accessed via a single driveway also extended from Talbot Rd S. Half street frontage improvements will be completed along Talbot Rd S. The applicant is requesting to extend the previously approved street modification for the normal code required street improvements of the undeveloped S 198th Pl right-of-way {Street Modification Request was approved by City of Renton on June 7, 2011; LUAll-089). There are areas meeting wetland crlteria found on the site. Off-site to the north, is the south edge of a forested, slope-type Category 2 wetland. The 50' wetland buffer extends a short distance onto the site and is located in Open Space Tract A. Eighteen trees are proposed to be retained. A Geotechnical Report was prepared by Soil & Environmental Engineers, Inc. on October 14, 2011, May 5, 2014, indicating that infiltration to the native sand is feasible. A Technical Information Report was conducted by Tuttle Engineering and Management on November 14, 2014 and a Critical Areas Report was prepared by Sewall Wetland Consulting, Inc. on October 21, 2011. PROJECT LOCATION: 197XX Talbot Road South (APN 793100,0058) PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Phillip Kitzes / PK Enterprises/ 23055 SE 263'" St/ Maple Valley, WA 98038 / 206-227-7445 / pkenterprises~mv@comcast.net Comments on the above application must be submitted in writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 105S South Grady Way, Renton, WA 980S7, by 5:00 p.m. on February 9, 2015. 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 at (42S} 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. 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 South Grady Way, Renton, WA 98057. File Name/ No : Skagen Hot Short Plat/ LUAlS,000024, SHPL,A NAME: ____________________________________ _ MAILING ADDRESS: _________________ CITY/STATE/ZIP:----------- TELEPHONE NO.: ______________ _ • City of • I r --~Ll'ID.D PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: JANUARY 20, 2015 NOTICE OF COMPLETE APPLICATION: JANUARY 26, 2015 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 South Grady Way, Renton, WA 98057 File Name/ No: Skagen Sa lot Short Plat/ LUAlS-000024, SHPL-A NAME:------------------------------------- MAILING ADDRESS ________________ CITY/STATE/ZIP: __________ _ TELEPHONE NO.:--------------~ City of Renton REC:E/VED LAND USE PERMIT JAN 2 0 2015 MASTER APPLICA TIQNcrrv OF RENTON PROPERTY OWNER(S) PROJECT INFORMATION NAME: M 1cf-\A8-if L~URA si'.'.'-AC~GN PROJECT OR DEVELOPMENT NAME: S 1<"-N~i2}J S-LoT 'SF (2.; ADDRESS: I -Z. /),';; ,;, St.:: 17fr,H ST. PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: I<>:> ·7 x X. 17\;L P::,,Y, f?..O,A D CITY: f2. Et--.\ T C>N , \...,'J f>... ZIP: <:)50.::;t; /2-8'-JTDN , '-'-' A ":>S,-./',S TELEPHONE NUMBER: 42..s . z.:~s. ,<::;of.., KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): /=j '"::, i (:) 0 -C>0'5 5 APPLICANT (If other than owner) NAME: (•-:;,Al-ic.J EXISTING LAND USE(S): YN-ANT~ Ut0be;.V8 ... Dn=,b COMPANY (if applicable): PROPOSED LAND USE(S): (SJ 12-1::.":-, 1 D8-...JT 1fa<(_.. LOT'> ; (".) s. EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: rz. (::;7 I bl=:NT l,AA-, PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable) 1'1/A EXISTING ZONING: TELEPHONE NUMBER: }2_ -<'\, CONT ACT PERSON PROPOSED ZONING (if applicable): t--l/A SITE AREA (in square feet): NAME: Pi-+ I LL.IP )(.1,z..,e.'S, '5 0 I 7:, ":') 7:, SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): PK.. ~t---1 Te KP12-1c.,,E '::, DEDICATED: 4 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: u'SO:S'; Se Z.,G '::, i2-D Si"" . l100b PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ZIP: f-')/-'<PLl:c. VAU-'=-'f 1 '-.'v A ") fa6 '?:>f:, ACRE (if applicable) 4 -4'2... TELEPHONE NUMBER AND EMAIL ADDRESS: 26C, 2.27. 7 44S- NUMBER OF PROPOSED LOTS (if applicable) ( .:;") JZ (::"'°> I Dl::NT 1A-L. U'-'I'°:::, PiLE.N ,e: f2_P r.-1c-==::, ... nv i:J c.c.:,nc,A":,f 1'.J t:.i NUMBER OF NEW DWELLING UNITS (if applicable) '-::, 1--l:\CED\Data\Fonns-Templates\Self-l lelp I landouts\Planning\masterapp.doc · l -03/1 J • • OJECT INFORMATION (co, 1ued) NUMBER OF EXISTING DWELLING UNITS (if applicable): cl) PROJECT VALUE: 'fl, L. I I, 600 (/\PF'l~ox l SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): T fl::, D IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): f-..J/A SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 AQUIFIER PROTECTION AREA ONE 0 AQUIFIER PROTECTION AREA TWO N/A SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): N/A NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (ii applicable): f-J/A 0 FLOOD HAZARD AREA 0 GEOLOGIC HAZARD 0 HABITAT CONSERVATION 0 SHORELINE STREAMS & LAKES 0 WETLANDS ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach leaal descriotion on seoarate sheet with the followina information included) SITUATE IN THE N~ QUARTER OF SECTION _0__, TOWNSHIP 2.2-N RANGE S<.=, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP MtlHACL .::r. S\"-Al.icN I, (Print Name/s) L f><U R, A L · ,;. ~-A[" c::.r,J , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) X the current owner of the propenty involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. \)--31/1~ ;;;;~~£.~ 11--Jt-1y Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that h IL 1-+ A.el-:r . <t LAu 12.A., L · C:. l(_l~.,1 EN signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. Notary (Print): P t-1-1 LL I F IC. I T z_c c.,, My appointment expires: __ 8_._4~-~/~b~------------ II:\CED\Data\Forms-Templates\Selt:·Ilelp Handouts\Ptanning\masterapp.doc -2 -03111 Form No. 1068-2 ALTA Plain Language CommibnL Commitment No.: 4215-1746420 Page 10 of 10 FIRST AMERICAN TfflE INSURANCE COMPANY Exhibit "A" Vested Owner: MICHAEL J. SKAGEN AND LAURIE L. SKAGEN, HUSBAND AND WIFE Real property in the County of king, State of Washington, described as follows: Lot 1, King County Short Plat No. 1182029 (revision) recorded under Recording No. 8607010588, records of King County, Washington. Tax Parcel Number: 793100-0058-00 Situs Address: 197)()( Talbot Road South, Renton, WA 98055 First American Title PLANNING DIVISION WAIVER OF SUBMITTAL REQUJREMENTS FOR LAND USE APP LI CATIONS 1:::111r1iJl~i~it;11r~1\Wf ltJt~ramt~rnil!!'!:!IJ111::! ::1 1itti1:f mi 1IIilif J1i~11 Plat Name Reservation 4 Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND, Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND, Maµ of View Area 2AND3 Photosimulations 2AN0 s This requirement may be waived by: 1. Property Services PROJECTNAME: C.t<ftGCN 5 L-c'7 <;.1WYLr PL-r+-1 2. Public Works Plan Review 3. Building DATE: 12---"31 11 · ----~-~~------- 4. Planning RECEIVED JAN 2 0 2015 H:\CE D\Dala\Forms-T emplates\S etf-Hel p Handouts\Planning\waiverofsu bmlttalreqs.:xls CITY OF RENTONo6/o9 Pi.;\N~Jl,~G DIVISION PLANNING DIVISION WAIVER Or SUBMITTAL RE.QUIREMcrJTS FOR LAND USE APPLICATIONS · Master Applicatio.n Form 4 M0!1Umenl. Gard's (one p.er monument) { Neighborhood Detail Map 4 eii&iti9.:t~,¢~~$~~:a::G~~ctiid~µiM~'i\\'1$iri./l,:~:: ' :• Plan Reductions (PMTs) 4 l't'·"'·''·'·' ···.,.•·' ···.,,,.,,,,,,,,,.·· ·•·.,.·· ' ········· osl (1ffio1:1 Appro~:, · , . ., .... , . ···.: .. , ... · · This requirement may be waived by: 1 . Property Services 2. Public Works Plan Review 3. Building 4. Planning DATE: ___ ~P~·b~'-1!~1'1.,__ _____ _ H:\CED\Data\Forms-Templates\Se!f-Help Handouts\Planning\waiverofsubmittalreqs.xls 06/Q9 SKAGEN 5-LOT SHORT PLAT (2} NE CORNER OF TALBOT ROAD & S 198TH STREET, Renton, WA 98055 December 30, 2014 Project Narrative: The proposed Skagen Short Plat is for five (5) lots located at the northeast comer of Talbot Road S. and 198th Street South, in the City of Renton, 98055. As required, the following information is being provided as a basic description of the proposal: • • • • • • • • • • • • • • • • • Project Name: Skagen 5-Lot Short Plat (2) Assessor's Parcel Number: 793100-0058 Section{Township/Range: Section 6, Township 22, Range 5 E Quarter Section: Northeast Project Size: 1.16 Acres ( +/-50,398 Square Feet) Project Location: NE Comer of Talbot Rd. & S 198th ST Zoning Designation: R-4 Zoning (Adjacent Properties): R-4 Current Use: Vacant, Undeveloped Special Features: None Soil Type: Silt, Gravel and Sand (Please see Geotechnical Report) Soil Drainage Conditions: Please see Geotechnical Report Proposed Use: Single-Family Residences Proposed Number of Lots: 5 New Residential Lots Net Density: 4.42 DU/Acre Lot Sizes: Range from 7,005 to 7,020 SF Off-site Improvements: Frontage Improvements along Talbot Road. 1~ECEIVED J/\N 2 o zo 1,s 23035 SE 263RD STREET• MAPLE VALLEY, WA• 98018 PHONE: 206.227.7445 • PKENTERPRISES_MV@COMCAST.NET CITY Of RENTON PU\t-..!NI.N(:J D\V1Si0N ,. • Estimated Construction Costs: Shared Driveways 1000 SF Frontage Improvements 310 LF Grading[Lot PreQ 5 Lots Sub-Total ContingenQL 15% Total Estimated Cost • Fair Market Value: • Earthwork Quantities: • Tree Removal: • Job Shacks, Model Homes, etc.: • Modifications: • Distance to a Wetland/Stream: • Distance to High Water Mark: • Shoreline Description: • Obstruction of View: $150/SF $15,000 $350.00/LF $108,500 i12,000LLot 160,000 $183,500 (1183,500) 127,500 $211,000 Moderate Income Housing To be balanced on site. TBD (At construction of residences.) TBD Road Modification (Approved) for no improvements to South 198'" Place. 50 feet. Not Applicable Not Applicable Not Applicable SKAGEN 5-LOT SHORT PLAT (2} NE CORNER OF TALBOT ROAD & S 198™ STREET, Renton, WA 98055 December 30, 2014 Construction Mitigation Description: The proposed Skagen Short Plat is for five (5) lots located at the northeast corner of Talbot Road 5. and 198tn Street South, in the City of Renton, 98055. As required, the following information is being provided as a construction mitigation description as required in the submittal for a preliminary short plat: • Proposed Construction Dates: • Hours and Days Operation: • Proposed Haul{Transport Routes: • Measures to Min. Dust, Traffic, Etc.: • Special Hours of Operation: • Preliminary Traffic Control Plan: Upon approval of all jurisdictional and purveyor permits-ETA start is June of 2015 and would run through the summer. As allowed per the jurisdiction. Generally, Monday through Saturday (7:00A to 7:00P). TBD. (Balance on site.) As required by the City. None proposed at this time. None proposed at this time. 23035 SE 263RD STREET• MAPLE VALLEY, WA• 98038 PHONE: 206.227.74'45 • PKENTERPRISES_MV@COMCAST.NET RECEIVED JAN 2 0 ?01~ CITY Of Rf,,T()N Denis Law Mayor June 7, 2011 Mr. Phillip Kitzes PK Enterprises 23035 SE 263'd Street Maple Valley, WA 98038 Department of Community and Economic Development Alex Pietsch, Administrator RE: Street Modification Request -South 198'h Place Proposed Skagen Property Short Plat Application Dear Mr. Kitzes: We have reviewed your street modification request for the normal code required street improvements associated with a proposed four lot short plat, located on the east side of Talbot Road S. and north of the undeveloped S. 1981 h Place right-of-way. The proposed short plat would typically be required to provide full frontage improvements along Talbot Road S., adjacent to the short plat, and half street improvements to the section of S. 1981 h Place, adjacent to the development property. The project tentatively would also be required to provide for alley type improvements along the east side of the property for vehicular access to the proposed lots. Since Talbot Road S. is an arterial street at this location, driveway access to Talbot Road S. would typically be discouraged for newly created residential lots. The modification request is to eliminate the requirements for improvements to S. 1981 h Place. This would also require modification to the requirement for vehicular access from the east side of the parcel. The modification request is based on serious difficuities with constructing a roadway to safe and economical engineering standards with the existing grades within the undeveloped right-of-way. The construction of the new road would require extensive retaining walls, as high as 13 feet. There are also potential sight distant problems with the new intersection location on Talbot Road S. if this street connection were completed. Based upon these documented engineering constraints, the requested modification is granted, subject to conditions. The inability to create this street connection makes the rear alley also infeasible for construction and use for the new lots. Access will have to be accommodated from Talbot Road S. for the four proposed lots. Since this is an arterial street, the new short plat will be limited to two shared driveways for the four lots. Each of these driveways must include an on-site turnaround to allow for vehicleRE to turn around on the site, to discourage future owners from backing out onto Talbot CE /\/f D Road S. These turnarounds must be contained within mutual access easements JAN 2 0 2015 Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov CITY OF RENTON PLANNING DIVISION • ' Mr. Phillip Kitzes Page 2 of 2 June 7, 2011 between the subject lots, be fully paved, and constructed prior to completion of any houses on the future lots. Frontage improvements, including new curb, gutter, planting strip, and sidewalks are still required for Talbot Road S. adjacent to the property. The sidewalk width for the new sidewalk on Talbot Road Sis modified from six feet in width to five feet in width, due to the lower density zoning of the area. The street standards modification does not become official until the short plat is approved, at which point it can be appealed, etc. The modification listed in this letter will be included as part of the CED approval for the future short plat application. If you have any further questions regarding street improvement or drainage requirements for this project, please contact Jan Illian at 425-430-7216 or jillian@rentonwa.gov. Neil Watts, Director Development Services Division cc: Kayren Kittrick, Development Engineering Supervisor Jennifer Henning, Current Planning Manager Jan Illian, Plan Reviewer Roca le Timmons, Associate Planner !Ree RETEnNTToN WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. _'_7_L ____ trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous 2 <;/? Trees in proposed public streets (p Trees in proposed private access easements/tracts I '.;) Trees in critical areas 3 and buffers (/) trees trees trees trees Total number of excluded trees: 3. Subtract line 21rom line 1: 2. _ ___.j~',,<___ __ trees 3. -~5.,_.,.,3'----trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. · I G:, trees 5. List the number of 6" or larger trees that you are proposing5 to retain 4 : 5. I~ trees 6. Subtract line 5from line 4for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6 (-2' t . -~--L......J __ rees 7. Multiply line 6 by 12" for number of required replacement inches: 7. <P 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper troos required) 8. '2. inches inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6 : (if remainder is .5 or greater, round up to the next whole number) 1 · Measured at chest height. 9. ----=$:i=----trees 2. Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certfiad arborist, and approved by the City. 3 · Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3·050 of the Renton Municipal Code (AMC). 4 · Count only those trees to be retained outside of critical areas and buffers. 5 · The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per AMC 4-4-130H7a '· Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained ~f € E \ \J E Q are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. 1 H:\CED\Data\Fonns-Templates\5elf-Help Handouts\Planning\TreeRetentionWorksheet.doc jf',J\ '2 0 7G'1S CIT{ Of REN~t-l ( .. \''Vb\ON ?'1_ANi'1'1;'I-:, ,1 • DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. So, ?::i':> B square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 6. Divide line 5 by line 4 for net density: square feet r,ooo square feet square feet 2. 1.000 square feet ' 3. 4 '3 :,'::) S square feet 4. I, I~ acres 5. _s ____ units/lots 6. 4 · L,\2. = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. •• Alleys (public or private) do not have to be excluded. f-<EC:E\VFD JAN 2 0 2D',5 R:IPW\DEVSERV\Forms\Planning\density.doc CITY Or RENTON iJI M~NINC, DI\JISIO'.\i Last updated: 11/08/2004 I • • , . TECHNICAL INFORMATION REPORT for SKAGEN 5-LOT SHORT PLAT (LUAll-089) 197XX Talbot Road South Renton, WA 98055 Tax Parcel: 793100-0058 November 14, 2014 Prepared For Owner: Michael Skagen 12050 S.E. 178th Street Renton, WA 98058 Prepared By Engineer-of-Record: John R. Tuttle, P.E. -Principal Tuttle Engineering and Management 275 West Rio Vista Avenue, Suite 1 Burlington, WA 98233 360-899-5953 RECEIVED JAN 2 0 2015 CITY OF RENTON PLAN,\l1'0J'S UI\/ISIO~ I, John R. Tuttle, a Professional Engineer registered in the State of Washington as a Civil Engineer, do hereby declare that the technical information report titled Technical Information Report for Skagen 5-Lot Short Plat, and dated October 22, 2014, was prepared by, or under my personal supervision, and that said report was prepared in accordance with generally accepted engineering practices. I hereby affirm, to the best of my knowledge, information, and belief, that the subject report was prepared in full compliance with the 2009 King County Surface Water Design Manual (KCSWDM) and the City of Renton's Amendments to this manual. John R. Tuttle, P.E. Date Skagen 5-Lot Short Plat -Technical Information Report Page 2 1. 2. 3. TABLE OF CONTENTS PROJECT OVERVIEW ......................................... .. . ............................................................... 5 1.1 Project Background ................ .. . .................................. 5 1.2 Existing Conditions ............................................. . ........................... 6 1.3 Proposed Site Development ................................ .. .......... 8 CONDITIONS AND REQUIREMENTS SUMMARY ............................................................ 11 2.1 Core Requirements................................................... . .......................................................... 11 2.2 Special Requirements ............................................. . OFF-SITE ANALYSIS ........ 3.1 Task 1 -Study Area Definition and Maps .......... 3. 2 Task 2 -Resource Review .... .. 3.3 Task 3 -Field Inspection ...... . 3.4 Task 4 -Drainage System Description and Problem Descriptions. 3.5 Task 5 -Mitigation of Existing or Potential Problems ......................... . ...... 14 . ............................ 15 . ... 15 .. .... 16 .. ........................ 18 . ............ 19 .. .......... 20 4. FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS & DESIGN ................................................. 21 5. 4.1 4.2 4.3 4.4 4.5 Existing Site Hydrology (Part A) ............. .. ................... 21 Developed Site Hydrology (Part B) ..................................... 21 Performance Standards (Part C) ........................................................................... . ...... 22 Flow Control System (Part D) .................................................................. .. . .................... 22 Water Quality System (Part E) ............................................................... . CONVEYANCE SYSTEM ANALYSIS AND DESIGN ...................................... .. 6. SPECIAL REPORTS AND STUDIES .................... . .36 . .. 36 .. .. 37 7. OTHER PERMITS ...................... . . ................................................... 37 8. CSWPPP ANALYSIS AND DESIGN ........................................................................... 37 .................................................................................. 37 8.1 ESC Plan Analysis and Design 8.2 SW PPP Plan Design ..................................................................................................................... 43 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT ............................ 44 9.1 9.2 Bond Quantities Worksheet ................................................................ . Flow Control and Water Quality Facility Summary Sheet and Sketch .............. .. ....... 44 ........... 44 9.3 Declaration of Covenant for Privately Maintained Flow Control and WQ Facilities .................. 44 9.4 Declaration of Covenant for Privately Maintained Flow Control BMPs ..................................... 44 10. OPERATIONS AND MAINTENANCE MANUAL .................................................................................... 44 APPENDIX A ................................................................................................................................................. 45 APPENDIX B ................................................................................................................................................. 46 APPENDIX C .............................................................................................................................. 49 APPENDIX D ................................................................................................................................................ SO Skagen 5-Lot Short Plat-Technical Information Report Page 3 This stormwater report has been prepared to demonstrate that construction of the proposed Skagen 5-Lot Short Plat project is feasible and that proposed stormwater controls can successfully mitigate development. Its purpose is to describe the proposed project and assure that the stormwater management concepts meet the relevant requirements for quantifying storm runoff flow frequencies and durations for the pre-developed and proposed developed conditions of the project. This report is to be used to guide the detailed design and preparation of plans required for construction. Complete civil design plans, details, and specifications shall be submitted as part ofthe City's Land Use Subdivision Permit application process. Skagen 5-Lot Short Plat-Technical Information Report Page4 1. PROJECT OVERVIEW 1.1 Project Background The proposed Skagen S-Lot Short Plat property is located north and east of the intersection of South 198th Place and Talbot Road South. The property lies within Section 6, Township 22 North, Range 5 East, W.M. and within the City of Renton's incorporated city limits. The parcel is zoned Residential 4 (R-4), as are adjacent parcels to the north, south, and east. Surrounding properties are developed with single-family residences. See Figure 1-Vicinity Map below. @ 3::r r;;::,,,,,_., ..C,r.·,.,.y, 11, FIGURE I -VICI:'IIITY MAP Not to Scale Skagen 5-Lot Short Plat-Technical Information Report Page S ' 1.2 Existing Conditions 1.2.1 Site Description and Land Use Pre-developed conditions identified the site as undeveloped with no existing impervious surfaces existing on the property. The main portion of the site is populated with field grass, weeds and blackberries. Typical slopes through the majority of the site vary from 10-15%. The eastern and northern portions of the site are steeper and wooded. The project site slopes generally northwesterly. Existing conditions are illustrated in Appendix A in the Existing Conditions/Erosion and Sediment Control Plan. 1.2.2 Topography, Drainage, and Soils The project site drains generally northward and westward towards an existing roadway drainage ditch paralleling the east side of Talbot Road South. The drainage basin for this ditch starts at the centerline of Talbot Road South and extends to the eastern edge of the project. The eastern edge of the property is a natural drainage basin divide. Elevations range from 234 feet in the southeast corner to 186 feet in the northwest corner. The existing site shows no sign of erosion from overland sheet flow due to heavy vegetative cover. The King County Soils Survey classifies on-site soils as Alderwood gravelly sandy loam (Age), a till soil. Soil classification mapping and data can be found within the Off-Site Analysis in Section 3 of this report. Skagen 5-Lot Short Plat -Technical Information Report Page 6 Reference 11-C '< "' ~--~---·-· ', if\ ~~~'>·~, -------, u...L., ",.._ 1 ' ! ·)>. "-·-•-,,: I __ , ::, S_oil Survey .,, ,atu 0h11 0 , Skagen 5-Lot Short Plat -Technical Information Report Page 7 1.3 Proposed Site Development 1.3.1 Proposed Site Improvements The proposed site improvements will add more than 5,000 square feet (sf) of new impervious surface and will disturb more than 7,000 sf of land. As such, the project will require a full drainage review by the City of Renton. Site disturbance work required to prepare the site for a single-family housing development includes stripping of native vegetation, focused removal of four to seven feet of undocumented fill, grading for construction of driveways, utilities, stormwater facilities, single-family home sites, and installation of erosion and sediment erosion control during construction of all site improvements. Stripped native vegetation will be stockpiled then used for on-site landscaping and minor non-structural grading. Any excavated granular material found suitable for roadway construction will be initially stockpiled, then reused as activities mandate. It may be necessary to import additional granular material to prepare building sites. Individual home sites will contain one home, and four of the five proposed parcels will share driveway access to Talbot Road South with its adjacent parcel. The remaining areas will be landscaped with lawn and native plant species including a 10-foot wide landscaped strip along the south and west right-of-way lines. Upon completion of the project, on-site there will be an estimated 0.086 acres (3,749 SF) of pervious concrete driveways, 0.009 acres (400 SF) of standard concrete walkways, 0.035 acres (1,510 SF) of standard concrete driveways, 0.002 acres (93 SF) of concrete curb edges, up to 0.256 acres (11,137 SF) of new home roof areas, 0.029 acres (1,250 SF) of landscaping along South 198th Place, 0.051 acres (2,234 SF) of landscaping along Talbot Road South, and 0.342 acres (14,891 SF) being comprised of home site lawn and landscaping. The remaining 0.347 acres (15,134 SF) of the site will be assigned as open space and will remain in a forested condition during and after construction. Off-site roadway improvements are also proposed along the eastern edge of the existing Talbot Road South. There will be an estimated 0.035 acres (1,516 SF) of new asphalt roadway and paths, 0.010 acres (450 SF) of new concrete curb and gutter, 0.015 acres (675 SF) of new concrete driveways, 0.034 acres (1,502 SF) of new concrete sidewalk, and 0.044 acres (1,924 SF) of landscaping along Talbot Road South, and 0.076 acres (3,326 SF) of roadway asphalt grinding and replacement associated with a water main replacement. Proposed off-site and on-site areas are tabulated on page 10 and proposed conditions are illustrated in Appendix A within the Road Frontage Improvements Plan and the Site Improvements Plan, respectively. Skagen 5-Lot Short Plat -Technical Information Report Page8 1.3.2 Proposed Site Topography Off-site grading and changes to the site topography will be primarily limited to areas within the public right-of-way. On-site grading will also be required, but will be minimized to individual home sites to reduce the need for costly retaining structures. The proposed site topography will generally follow the existing site topography with existing drainage patterns to the northwest being maintained. 1.3.3 Proposed Site Drainage This project proposes to infiltrate runoff from proposed roofs within new infiltration drywells constructed on each lot. Each facility was designed per KCSDM Appendix C, Section C.2.2. In addition, runoff from the two southern pervious concrete driveways will flow through the aggregate section beneath the pavement to two infiltration trenches designed per KCSDM Section 5.4.5. Runoff from the northern standard concrete driveway will be allowed to flow to the new roadway curb and gutter where a new pipe and catch basin system will collect the runoff and convey it north to the existing ditch along Talbot Road South. Landscaped areas will infiltrate direct rainfall and partially infiltrate any driveway and sidewalk runoff into underlying soils. Runoff from significant storm events will be allowed to sheet flow into the new public storm system. A back of sidewalk drain will also be installed in areas requiring a cut slope from the back of sidewalk east to the western property line. On-Site Areas Final grading of each home site will be in such a manner as to direct runoff into infiltration drywells, two or three per lot depending on the contributing roof square footage area, to be designed per the KCSWDM, Appendix C, Section 2.2 -Full Infiltration. Because of the infiltrative capacity of the native soils beneath the fill layer on-site, roof runoff will be collected in eave line gutters, conveyed via downspouts and pipes to a yard drain, then discharged into the infiltration drywells. The yard drain will have a sump and downturned elbow on the pipe exiting to the drywells. The sump will allow roof sediment (leaves, dust, asphalt shingle sediment, etc.) to settle out prior to the stormwater flowing into each drywell. This will help prolong the infiltrative capacity of the infiltration system. Runoff will be conveyed into the drywell via a 6-inch perforated pipe. Stormwater will be distributed across the top of the gravel-filled drywell and will then infiltrate into the sandy native soil below. Each set of the drywells was designed to store and infiltrate the runoff volume from the contributing roof area for all storm events up to and including the 100-year storm. See Section 4.4 of this report for more information on the drywell sizing. Skagen 5-Lot Short Plat -Technical Information Report Page 9 On-site pervious concrete driveways will be constructed on Lots 1-4. Stormwater will be allowed to infiltrate through the pervious concrete layer to a free-draining aggregate layer. This layer will connect directly to the top of the infiltration trench allowing stormwater to percolate through the voids in the aggregate. Because of the infiltrative capacity of the native soils, collecting and infiltrating driveway runoff is an acceptable way to reduce runoff into the public storm system and recharge the groundwater. Off-Site Areas Off-site roadway improvements along the site's frontage to Talbot Road South are required. Roadway widening includes a new curb and gutter, an eight-foot planting strip, three driveway accesses, and a five-foot sidewalk. Stormwater runoff from the roadway currently flows into the existing ditch along the east side of Talbot Road South. A new catch basin and pipe system will replace the ditch along the frontage of the five proposed lots. The stormwater system will also collect runoff from the upstream ditch and convey it to an armored outfall at the north end of the project. It is expected that standard closed grade asphalt mix will be used to widen paved areas along Talbot Road South. Porous asphalt is not proposed for any part of this development. The proposed drainage design is shown in the Road Frontage Improvements Plan in Appendix A. Predeveloped and Developed Modeling Areas PREDEVELOPED SURFACE AREA Description Forest DEVELOPED SURFACE AREA Area CS Fl Area Description (SF) Rooftop 11,137 On-site Pervious Concrete Driveways (Lots 1-4) 3,749 On-site Concrete Driveway (Lot 5), On-site Curbs, 2 ,003 and On-site Concrete Sidewalks On-site Lawn and Landscaped Areas 18,375 Public Sidewalk 1,502 _ Public Pmtion of Driveways.Curb and Gutter _ _ 1,125 Public Roadway Asphalt _____________ 1_,516 _ 8-foot Landscaping Strip 1,924 Total Impervious for KCRTS Model 6, 146 Landscaping 20,299 Total Area for KCRTS Model 26,445 Skagen 5-Lot Short Plat -Technical Information Report Area (Acl Modeled as: 0 898 Modeled as Till Forest Area (Acl Modeled as: 0.256 Exempted surface = runoff to infiltrate in drywells 0.086 Exempted surface = runoff to infiltrate in trenches 0.046 Modeled as impervious 0.422 Modeled as Till Grass 0.034 Modeled as impervious 0.026 Modeled_as impervious_ --- _ _0,03!,_ ___ Modeled as impervious 0.044 Modeled as Till Grass 0. 141 Modeled as Impervious 0.466 Modeled as Tiff Grass 0.607 Page 10 1.3.4 Proposed Downstream Drainage No changes are proposed to downstream drainage courses. 2. CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Core Requirements A proposed project requiring a drainage review by the City of Renton must satisfy each of the following core requirements. • Core Requirement #1: Discharge at the Natural Location Runoff on the existing site flows north and west to a roadside ditch along the east side of Talbot Road South. No storm conveyance systems or storm structures exist on-site. The proposed condition will maintain the same general slope in the northwest direction. Upon development, overland discharge from the landscaped areas will continue to flow northwest to a new storm system (catch basins and pipes) that will discharge stormwater into the existing ditch downstream. Runoff from the proposed roof areas and pervious concrete driveways will infiltrate into the on-site soil through new drywells and infiltration trenches to ensure that any flow increases from the site to the roadside ditch are minimal (less than 0.1 CFS for the 100-year peak flow rate). • Co1·e Requirement #2: Off-site Analysis See the Level 1 Downstream Analysis Report in Section 3 as required by the City of Renton's Amendment to the KCSWDM, Section 1.2.2.1. • Core Requirement #3: Flow Control The project proposes to add more than 2,000 square feet of impervious surface. As such, flow control is required. According to the City of Renton's map in Reference 11-A below, the proposed project area is within the Flow Control Duration Standard (Forested Condition). However, the project proposes to utilize stormwater sizing credits for flow control by infiltrating roof runoff into drywells and driveway runoff into infiltration trenches per BMP Full Infiltration (Table 1.2.3.C). As such, the impervious area that is fully infiltrated may be subtracted. Use of the Full Infiltration credit results in the increase of flow from the proposed developed site to be less than 0.1 CFS from the historic forested condition and the proposed developed site. Therefore, the project flow control requirement is waived as allowed by Exception #2 of Section 1.2.3.1.B of the Renton Stormwater Manual (page 1-36). Skagen 5-Lot Short Plat -Technical Information Report Page 11 Reference 11-A I: T M.111:•.-,,-J ..... l),r_-.!..,n,<t.-..,.-.,, ;"':o;Jr.iJ};,f;-,.:.,,,..,,rot "---ff._...·~~h.~ 0JO.;lk.B toY<•:at: !f,_.'°"_~:) Csr·Jh,d .,.. •. , .......... Pl,, .. ·--ll'lll~~nlr-~f\fl!J;,.;,"'~·b,;..:<lll<d-1= LJ fi:~1w,c.t1 l.ni.~ CJ P'nl,M..!Hlf'm-.>l'"'A""" ·-,r:_,, Flow Control Application Map ·$-0 2 "~ 11ffllii•uC·I Skagen 5-Lot Short Plat -Technical Information Report Page 12 • Core Requirement #4: Conveyance System This project will safely convey runoff from the site using 12-inch corrugated polyethylene pipe (CPEP) which is an acceptable storm pipe in the City of Renton. The pipe system will be constructed along the east side of Talbot Road South to convey stormwater runoff from the new sidewalk, on-site lawn areas, and the existing Talbot Road pavement east of the centerline. The pipe system will discharge into the existing ditch system along the eastern side of Talbot Road South at the north end of improvements. The conveyance system was sized to convey the 100-year peak flow. It will provide protection against overtopping, flooding, erosion, and structural failure. See Section 5 for conveyance calculations. • Core Requirement #5: Erosion and Sediment Control Erosion and sediment controls shall be applied as specified by the temporary erosion and sediment control measures and performance criteria and implementation requirements in the KCSWDM. See Section 8 for Temporary Erosion and Sediment Control analysis and design. The project proposes to utilize erosion and sediment control BMPs to the extent that the site can minimize erosion and contain sediments from discharging downstream/off-site. The disturbed portion of the site is less than one acre, so the project will not require a Department of Ecology Construction Stormwater General Permit. The erosion and sediment control plans are included in Appendix A. • Core Requirement #6: Maintenance and Operation The on-site storm infiltration systems will be located within private lots and will be maintained by each property owner per Renton Stormwater Manual Section 1.2.6. Storm components located within the Talbot Road South right-of-way will be maintained by the City. See Section 10 for Maintenance Standards for Privately Maintained Drainage Facilities. • Core Requirement #7: Financial Guarantees and Liability Bond quantities will be provided as part of final stormwater reporting once preliminary stormwater design measures have been approved by the City of Renton per RMC 4-6-030J. Additionally, the applicant shall maintain liability insurance prior to a permit issuance for construction to the amounts of $1,000,000 for commercial general liability insurance with a $2,000,000 aggregate. • Core Requirement #8: Water Quality The project proposes to add less than 5,000 square feet of effective new pollution generating impervious surface and is exempt from Core Requirement #8 per the Surface Area Exemption of Section 1.2.8 of the Renton Stormwater Manual. The project proposes to add 3,993 SF of Skagen 5-Lot Short Plat -Technical Information Report Page 13 pollution-generating impervious surfaces (1,510 SF of concrete driveways on-site and 2,483 SF of new asphalt pavement roadway widening, curb and gutter, and driveway aprons off-site). 2.2 Special Requirements A proposed project requiring a drainage review by the City of Renton must also satisfy each of the following special requirements. 2.2.1 Special Requirement #1: Other Adopted Area-Specific Requirements The proposed project's drainage basin is within the WRIA 9 Watershed that contains the Springbrook Creek and Black River/Duwamish/Green River Basins. The City has adopted the WRIA 9 within its Ordinance for protecting Salmon and other wildlife in the basin draining to Black River. Any and all endangered species must comply with the WRIA 9 plan for this basin. The project is located upstream of the lower Springbrook Creek system within the Black River Basin. Springbrook Creek is comprised of springs discharging into the creek system. Immediately downstream of the project's natural discharge location is a man made trout farm. The Talbot Road South ditch system bypasses this trout farm pond and discharges into the new box culvert built by the Army Corps of Engineers along South 55th Street (along South 192nd Street). There does not appear to be a known area-specific basin plan for this basin other than the lower Springbrook Creek Basin Plan. The lower Springbrook Creek Basin Plan does not list the project's location as an area of concern. 2.2.2 Special Requirement #2: Flood Hazard Area Delineation No flood hazards exist within the project area or immediately downstream of the project discharge location. 2.2.3 Special Requirement #3: Flood Protection Facilities This special requirement is not applicable to this project since no improvements to existing or creation of new flood protection facilities are proposed. As well, there are no known flood protection facilities either upstream or downstream of the project area. 2.2.4 Special Requirement #4: Source Control This special requirement is not applicable since this project does not propose to develop or redevelop a commercial, industrial, or multi-family project. 2.2.5 Special Requirement #5: Oil Control This special requirement is not applicable because this project does not propose to develop or redevelop a high-use site. 2.2.6 Special Requirement #6: Aquifer Protection Area The proposed project is not located within Renton's Aquifer Protection Plan. Just to the east is the aquifer boundary for upper Springbrook Creek. Skagen 5-Lot Short Plat -Technical Information Report Page 14 3. OFF-SITE ANALYSIS 3 .1 Task 1 -Study Area Definition and Maps The project is located immediately north and east of the intersection of South 198th Place (un-constructed) and Talbot Road South in the City of Renton, Washington. (See vicinity map on page 5.) There is no existing use of the lot with the exception of an irrigation pump house along the north property line. The proposed short plat will develop five lots from the 1.157-acre (50,398 square-foot) total lot area, but will set aside 30% (15,134 square feet) of land as open space without clearing or grubbing within these areas. The open space will be left natural. Accesses for four of the five home sites will be from short, joint-use driveways onto Talbot Road South. The northern-most lot will not share its driveway. This stormwater report will comply with the 2010 City of Renton Surface Water Design Manual that amends the 2009 KCSWDM. 3.1.1 Off-site Analysis Upstream and downstream analyses are both provided in this section. Upstream areas are primarily from vegetated runoff via South 198th Place and from the open space to the southeast. The downstream analysis is provided in more detail and shall extend approximately 1/4 mile downstream. This analysis includes a qualitative evaluation of fish habitat, groundwater levels, groundwater quality, or other environmental features that may significantly be impacted by the proposed project due to its proximity and project size. A Level 1 analysis is provided for this project site that includes defining and mapping the study area (Task 1), reviewing resources (Task 2), inspecting the study area (Task 3), describing the drainage system and problems (Task 4) and proposing mitigation measures (Task S). The study area aerial map is provided on the following page along with the downstream analysis flow direction and basin boundary limits. Skagen 5-Lot Short Plat -Technical Information Report Page 15 202nd 3.2 Task 2 -Resource Review Resources reviewed include data gathered by the City of Renton regarding existing and potential flooding and erosion. The following resource review includes many basin plans (basin reconnaissance summary reports), FEMA maps, sensitive areas folios, USDA soils reports, the King County Soils Survey, available wetland inventory maps, City of Renton erosion maps, City Skagen 5-Lot Short Plat -Technical Information Report Page 16 of Renton landslide maps, and the Washington State Department of Ecology's latest Clean Water Act Section 303d list of polluted waters. 1'11 Basin Reconnaissance Summary Reports: A report exists for the Lower Springbrook Basin that describes flooding in the lower basin valley area. 1'11 FEMA Maps: This site and downstream stormwater system drains into the Lower Springbrook Creek System. This creek system has some localized system flooding areas. Most of the area west of 1-167 is within the 100-year floodplain. 0 Renton Flow Control Application Map: The project site is within the FLOW CONTROL DURATION STANDARD area with Forested Conditions (see the flow control application map in Section 2.1). This dictates the stormwater modeling requirements for this project. 0 Sensitive Areas Folios: o Groundwater Protection Areas: The project area is just outside (west) of the Renton Groundwater Protection Area in the City of Renton. Upstream is the Upper Springbrook Springs collection area. o City of Renton Soils Survey Map: The soils in the project area are mostly AgD soils. The USDA textural type soils is sandy loam with an SCS soil classification of Type C. o Steep Slope Areas: The project site is not within a steep slope protection area. o Landslide Flooding Areas: No landslide flooding areas exist within one mile downstream of the facility. o Seismic Hazard Areas: There exists no seismic hazard areas on the site or within one mile downstream on the flow path. o Wetland Areas: There is a SAO wetland in the South 192nd Street area that is downstream from the project site approximately 0.5 miles. This is in the area that the City/USACE is working in for their box culvert. o Erosion Areas: There exists no highly erosive areas within the project area or one mile downstream. o Drainage Complaints: There have been drainage complaints in the Upper Springbrook Creek area. Complaints include turbid waters flowing downstream and higher flows showing up in the creek system periodically not related to precipitation. This was noted by March McChord, a resident, in the downstream area along South 192nd Street. See Image below. Skagen 5-Lot Short Plat-Technical Information Report Page 17 Renton ,C ,>Il""><~>'o ------------~"'~ .. -,,,-,~c..-.,~,.~1'11'!1 --- ( . r ...... JR~c(:n .... otlh; ~lo" R,cr..., i"I., '';"! ;;~· :h'.>,; , ,11,·•.,,::1i·,;:· r. "'' .,,, :,,~,.,. --, ·<,<·:-..-:··,,.·· !: '(<ii;:.;," !,,~,~,, ;·, %C ':,::;,:'"(' 3.3 Task 3 -Field Inspection '"'"' Ll):!1'1-··.LotQCf,d ',d;· ' i:,,,. ,.,,:;'.j~l'll!it#' -:,,,..,...,,t-·- u ; ~;:..,""N"t'J<""'I"! ·;<'.i::~~; U ·; :.:.::,1,o.,.1n!#o U _..") (J<)[.,-~ (v-.,,.,, U !"\ CN9>rm'(,,.-,;-,:,:;-, U:J ~-(,(N\\it,,QJ.,J.ty u ':~:::.t.-;".t->C" (n;iJ..,;µ',c 0 rc·.;ecf~·•; -- G< .... , .... 111< cn..-,,,,...i:u i :~~W,;,,•:i..', u ;~-~;;.,'::;"'"· u -':-:--~~ • f •'. l.;.(t~ j U l'i.cthJ--..,'t!" *I' IU ... ,aiwm,""'"" , MtftllCl.iJ.M:c ,t "tl,•...,l>ol"'''""" f-"'l~ ~,,,~~"'"' An initial field visit was conducted on August 15, 2013, by Richard Blair, P.E. of Preferred Engineering, LLC. The weather was cool and in the mid 50s. No visible rain precipitation was evident during this site visit. The downstream pathway was walked. Neither evidence of erosion nor other problems were immediately found within the quarter-mile pathway. A second site visit was conducted on May 6, 2014 by John Tuttle, P-E. of Tuttle Engineering and Management. Mr. Tuttle confirmed Mr. Blair's observations. The existing ditch showed no signs of concentrated erosion or areas of restricted capacity. Much of the upstream area is heavily vegetated and does not appear to provide enough runoff to affect the project site. The ditch system along Talbot Road South appears adequate to support and route the runoff from the proposed site and roadway improvements to the culvert that crosses Talbot Road South. On-site observations confirmed heavy vegetation. No existing or potential problems exist on- site, downstream of the discharge point, or from upstream areas that drain onto the project site. Sedimentation, scouring, and bank sloughing issues do not exist. Skagen 5-Lot Short Plat -Technical Information Report Page 18 3.4 Task 4 -Drainage System Description and Problem Descriptions 3.4.1 Upstream Analysis The upstream areas of the project site include a small vegetated area to the east with heavy forest and brush cover. This area is proposed to be left in its natural condition after construction. There does not appear to be any indication of erosion or heavy runoff coming from the off-site area. Along the southern border, the South 198th Place undeveloped right- of-way is a vegetated area. Runoff does not appear to flow on-site from this area due to its natural vegetative condition and predominate east to west topography. Runoff from areas south of the site most likely infiltrates into the subsurface with assistance from the forested cover. The western edge of the site is bounded by Talbot Road South and a ditch system. Upstream areas along Talbot Road South are redirected to the existing catch basins, pipes and ditch systems on the west side of Talbot Road South. 3.4.2 Downstream Analysis The release point of site system is into the roadway ditch system on the east side of Talbot Road South. The ditch system appears to be in decent condition that collects runoff from the undeveloped areas on the east side of the road. A 1/4-mile detailed downstream analysis is provided below. This analysis qualitatively provides condition assessments and structure details downstream of the project site. Skagen 5-Lot Short Plat -Technical Information Report Page 19 % Mile Downstream Qualitative Analysis ID STRUCTURE TYPE CONDITION NOTES Distance D.S. A Catch basin that receives runoff from Rim in good Good condition. Apprx. 2 % 0 ft. the project site. 12-inch CMP D.S. condition. downstream pipe slope. CB has a thru curb inlet with a vertlcal curb. B Vegetated ditch with slopes from 1 % to Good. Upstream portions have gravel Oftto537 6%. Averages 4% slope. Downstream shoulder with no ditch system. Good ft ditch has a V type ditch with 2.5 feet condition, no indications of erosion. wide top. Vegetated ditch. Existing culvert located at 537 feet downstream that crosses westward on Talbot Road. C Vegetated ditch. Appears to be Grassed ditch in okay condition. Hard 537 to vegetated and to walk private property site. 805 ft in okay Observed from a distance. condition. D Ditch appears to enter forested portion Good. Good condition. Apprx. 6% 805ft to downstream. downstream. Vegetated/treed 1032 ft canopy. E Stream (private property was not Good. Tree canopy ditch/stream. 1032 ft to walked) 1598 ft F Construction evident on August 15th. Good. Clear Upstream appears to be in good 2524 ft USACE specified that a box culvert was stream flow. condition with stream bed consisting D.S. going to be built that crosses 5. 55th of spawning gravels. Flow was Street. Downstream is a built spawning present during this summer visit on channel that is approximately 5% to 7% August 15, 2011. in grades. 1,598 feet downstream from the project discharge location (at ID Point A), as described above and shown in the basin map in Section 3.1, the subject drainage system comprises much less than 15% of the overall basin area. Therefore there is no reason for a more detailed analysis of Tasks 3, 4, and 5 per Section 2-10 of the City of Renton Surface Water Design Manual. The existing drainage system from the site currently either infiltrates into the ground or is carried downstream via the small roadside ditch paralleling the east side of Talbot Road South. Runoff from the site is neither significant nor causes problems in the immediate project discharge location or within 1/4 mile downstream. 3.5 Task 5 -Mitigation of Existing or Potential Problems The proposed 5-lot plat will not produce a significant impact to the downstream drainage system. Because the proposed site improvements include infiltration of the roof runoff on each individual site and driveway runoff on four of the five sites. The total 100-year peak flow increase will be less than 0.1 cfs. The additional new vehicular impervious runoff is not substantial enough to require water quality treatment. Skagen 5-Lot Short Plat -Technical Information Report Page 20 Potential temporary problems may occur if the site is left unstabilized during heavy storm events. As such, erosion and sediment control BMPs must be utilized during construction if continuous, or periodic concentrated, rainfall is expected. A temporary erosion and sedimentation control plan is included in the project plan set and described within this report to ensure minimization of transport of sediment-laden runoff to the downstream system. During construction, stabilized entrances, catch basin inserts to protect downstream inlets, wattle check dams, and slope and soil erosion BMPs (silt fence, seeding, plastic covering on stockpiles, etc.) will be utilized to reduce impacts to the storm system. 4. FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS & DESIGN 4.1 Existing Site Hydrology (Part A) The existing site is overgrown with grass, coniferous and deciduous trees, and blackberries. The eastern third of the site slopes steeply towards the west and is covered with trees. A ditch runs along the western boundary of the site and conveys runoff generated by Talbot Road South roadway surfaces. The existing site was modeled as forest. Per a geotechnical investigation report prepared by Soil and Environmental Engineers and dated October 14, 2011, the project site is "underlain by Stratified drift (Qsr). This includes well- sorted, virtually un-weathered sand and pebble gravel." However, a varying layer (four to seven feet) of undocumented fill material was observed on top of the permeable native soil in four of the five investigative test pits. The fill was comprised of brown silty sand with gravel, some organics, and a small amount of debris. No groundwater was encountered in either test pit. 4.2 Developed Site Hydrology (Part B) The site will infiltrate runoff generated from the proposed rooftop areas for each lot, as well as runoff from the pervious concrete driveway proposed for Lots 1-4. Runoff from the remainder of the site will not increase the flow at the north end of the project by more than 0.1 CFS. As such, on-site detention is not required. Per the geotechnical investigation report, infiltration into the native soil below the fill layer is a feasible option for this project site. A long-term infiltration rate of one-inch per hour was recommended. This recommendation included a factor of safety of 3. Water quality treatment is not required as the project meets the Surface Area Exemption by not adding or replacing 5,000 SF of pollution-generating impervious surfaces on-site or in the right-of-way. Skagen 5-Lot Short Plat -Technical Information Report Page 21 4.3 Performance Standards (Part C) Per the Flow Control Applications Map, referenced in Section 1.2.3.1 of the Renton Stormwater Manual, the project site is within an area required to meet the Flow Control Duration Standard (Forested Conditions). The project proposes to utilize sizing credits for flow control BMP by fully infiltrating stormwater runoff from each rooftop into drywells and from the pervious concrete driveways into infiltration trenches. Because each set of drywells and the trenches will have the capacity to fully infiltrate runoff from the 100-year storm event from the rooftop impervious surface and the pervious concrete driveway surface, that impervious surface area may be subtracted from the flow control calculations per Table 1.2.3.C. As such, the Infiltration Facility Exemption described in the Renton Stormwater Manual Section 1.2.3.3 may be applied to the project. Per Section 1.2.4.1 of the Renton Stormwater Manual, the project stormwater system is a new system. The pipes are required to convey and contain the 25-year peak flow with a minimum of six inches of freeboard between the design water surface and the structure grate. The project is exempt from any Land-Use Specific Water Quality Requirements because it qualifies for the Surface Area Exemption (less than 5,000 SF of new or replaced pollution- generating impervious surface). As well, it is not required to address any source control or oil control requirements. 4.4 Flow Control System (Part D) Please refer to the existing condition and developed condition exhibits (located in Appendix A) to aid in the following discussion. 4.4.1 Predeveloped Site Conditions Per the City of Renton's Addendum to the 2009 King County Surface Water Design Manual, the project is required to meet Flow Control Duration Standards meeting the forested condition. The pre-developed site was modeled as Till Forest using the KCRTS model. Existing Site Flows (Area to be developed) Return Period Flow {cfs) 2-year 0.027 10-year 0.046 25-year 0.060 SO-year 0.071 100-year 0.076 Skagen 5-Lot Short Plat -Technical Information Report Page 22 4.4.2 Developed Site Conditions In the developed condition, runoff from each rooftop area will be conveyed to two or three 90 cubic foot (CF) drywells. Runoff from the pervious concrete driveways in Lots 1-4 will be conveyed to two infiltration trenches. Runoff from the remaining site surfaces, as described in previous sections, will sheet flow to the proposed stormwater system in Talbot Road South. Developed Site Flows The impervious surface is divided into six flow catchments. Roof runoff from lots 1, 2, 3, 4, and 5 will flow into the on-site drywells -two each for lots 1 and 5, and three each for lots 2- 4. On-site flow from the two pervious concrete driveways will be conveyed to one of two infiltration trenches. The remaining runoff will be collected in on-street catch basins and conveyed downstream via pipes to the existing roadside ditch. Because rooftop runoff and pervious concrete runoff will be infiltrated on-site, that impervious area and proposed flow may be subtracted from the total developed site flows per the Renton Stormwater Manual Table 1.2.3.C. As such, the flows for the developed condition, modeled as 0.466 acres of Till Grass and 0.141 acres of impervious surface, are as follows: Developed peak flows: Files -KCRTS Time Series File skagen-dev-northstndrd tsf Project location Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period D 076 4 2/0~/0l 2 .00 0 .165 1 100 DO 0 990 D 051 7 l/05/02 16. 00 0 093 2 25.00 0 960 D 093 2 2/27/03 7 .OD 0 079 3 10 DO 0 900 0.044 8 8/26/04 2 .OD 0 076 4 5 00 0 .800 0.056 6 10/28/04 16 00 0 .074 5 3 .DO 0 667 0 . 079 3 l/l8/D6 16 ·DO 0 .056 6 2 00 0.500 0 .074 5 11/24/06 3 OD 0 .051 7 1 30 0.231 0 .165 1 l/09/08 6 ·00 0 .044 8 1 10 0.091 Computed Peaks 0 .141 50 00 0.980 ' . tll """"--"---------- The difference between pre-developed forested site flow in the 100-year return period and the developed site flow in the 100-year return period is: 0.165 CFS -0.076 CFS= 0.089 CFS (or less than 0.100 CFS) As such, per the exception in the Renton Stormwater Manual, Section 1.2.3.1.A #1 (page 1- 36). the flow control requirement is waived for the project. 'i Skagen 5-Lot Short Plat -Technical Information Report Page 23 Rooftop Flows Site stormwater flow from rooftops shall be collected via eave line gutters and conveyed via downspouts and 6-inch storm pipe to infiltration drywells -two or three per lot depending on the proposed rooftop area. The total impervious rooftop area assumed for each lot is shown in the Land Use Areas Exhibit in Appendix A. Initially, it was envisioned that roof runoff from each proposed residence would be collected and infiltrated per the City of Renton Standard Detail 225.20. However, after reviewing the geotechnical investigation, it was determined that this standard detail may be interpreted as only requiring the infiltration trench to be buried two feet below the ground surface. Per the soils investigation, significant areas of fill exist on-site. Unfortunately, the test pits were excavated near the middle of the site and it is uncertain the depth of fill that exists closer to the Talbot Road South right-of-way -the preferred location for the infiltration systems. Prior design predicted a minimum four feet of fill in the preliminary infiltration locations. As such, an infiltration facility constructed only two feet below predeveloped ground elevations would not adequately infiltrate roof runoff as described in the soils investigation report. In order to take advantage of the permeable native soils, drywells are proposed to be constructed a minimum of one-foot into the native soils, or approximately seven feet below finished ground depending on final site grading. The contractor will be required to coordinate with a geotechnical engineer during the construction of the drywells to determine the actual depth of construction to reach adequate soils for each drywell on each lot. The drywells were designed as Full Infiltration drywells per Appendix C, Section C.2.2.4 of the KCSWDM (1 drywell per 1,000 SF of contributing roof area). Per KCSWDM Section C.2.2.1, a geotechnical analysis is required. The conducted geotechnical analysis describes the proposed site as being underlain by sand with trace gravel. The native sand is described as fine to coarse sand with medium gravel in each test pit log. No groundwater was encountered in any test pit. All test pits were terminated at a depth of 10 feet below ground surface. Per the geotechnical analysis, a long-term infiltration rate of one- inch per hour is recommended. Full Infiltration Requirements per KCSWDM Per Section C.2.2.2, all of the following requirements must be met in order for full infiltration to be feasible and applicable to a target impervious surface: 1. As determined from the soils report required in Section C.2.2.1, all of the following soil conditions must be met in vicinity of where the infiltration system would be located: Skagen 5-Lot Short Plat -Technical Information Report Page 24 a) Existing soils must be coarse sands or cobbles or medium sands and cannot be comprised of fill materials where the infiltration device will be located. Per the report, the native soils may be considered medium sands. b) For purposes of determining whether full infiltration of roof runoff is mandatory as outlined in Section C.1.3, the depth of soil to the maximum wet season water table or hardpan must be at least three feet. For any optional or mandatory application of full infiltration, the depth of soil to the maximum wet season water table or hardpan must be at least one foot below the bottom of a gravel filled infiltration system and at least three feet below the bottom of ground surface depression used for full infiltration. Per the report, evidence of groundwater was not found within the 10-foot depth of each test pit. The bottom of the proposed drywells will not be more than seven feet below the existing ground surface. 2. For purposes of determining whether full infiltration of roof runoff is mandatory as outlined in Section C.1.3, one of the following infiltration devices must be used in accordance with the design specifications for each device set forth in Sections C.2.2.3, C.2.2.4, and C.2.2.5 of the KCSWDM. • Gravel filled trenches (see Section C.2.2.3, p. C-42) • Drywells (see Section C.2.2.4, p. C-43) • Ground surface depressions (see Section C.2.2.5, p.C-43) The project proposes to use drywells as described in the KCSWDM Section C.2.2.4. 3. A minimum five-foot setback shall be maintained between any part of an infiltration device and any structure or property line. Larger setbacks from structures may be specified in the design specifications for each infiltration device. Infiltration devices may not be placed in sensitive area buffers. A SO-foot setback is required between an infiltration device and a steep slope hazard area or landslide hazard area (this may be reduced if approved by a geotechnical engineer or engineering geologist and DDES). Each drywe/1 is proposed to be a minimum 15 feet away from any structure (wall, house, footing) and 5 feet from any property line. Drywel/s are not proposed in any areas proposed to be set aside as open space. No steep slopes exist within the vicinity of any proposed drywe/1. Skagen 5-Lot Short Plat -Technical Information Report Page 25 4. Infiltration devices are not allowed in critical area buffers or on slopes steeper than 25% (4 horizontal to 1 vertical). Infiltration devices proposed on slopes steeper than 15% or within SO feet of a landslide hazard area or steep slope hazard area must be approved by a geotechnical engineer or engineering geologist unless otherwise approved by the DDES staff geologist. Drywells are not proposed in any critical area buffers or on steep slopes. No steep slopes exist within the vicinity of any proposed drywe/1. This condition does not apply. 5. For sites with septic systems, infiltration devices must be located downgradient of the primary and reserve drainfield areas. City of Renton permit review staff can waive this requirement if site topography clearly prohibits subsurface flows from intersecting the drainfield. Septic systems are not proposed for this project. This condition does not apply. 6. The infiltration of runoff must not create flooding or erosion impacts as determined by the City of Renton. If runoff is infiltrated near a landslide hazard area, erosion hazard area, steep slope hazard area, or a slope steeper than 15%, the City of Renton may require evaluation and approval of the proposal by a geotechnical engineer or engineering geologist. The project is not near a landslide hazard area, erosion hazard area, steep slope hazard area. Drywells are not proposed to be constructed on a slope steeper than 15%. Infiltration Facility Information The complete infiltration facility sizing details are as follows. The project proposes that roof runoff from each individual residence be conveyed into (2) or (3) 54-inch diameter, 5.7-feet deep drywells located a minimum of 15 feet down gradient from a building foundation and 10 feet from any other drywell. Per Appendix C, Section C.2.2.4, of the KCSWDM, drywells in medium sands shall have the following minimum design characteristics: • When located in coarse sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1,000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. Skagen 5-Lot Short Plat -Technical Information Report Page 26 • Drywells must be at least 48 inches in diameter and deep enough to contain the gravel amounts specified above for the soil type and impervious surface area served. • The gravel used for drywells must be 1 1/2-inch to 3-inch washed drain rock. The drain rock may be covered with backfill material as shown in Figure C.2.2.C (KCSWDM p. C- 47) or remain exposed at least 6 inches below the lowest surrounding ground surface. • Filter fabric (geotextile) must be placed on top of the drain rock (if proposed to be covered with backfill material) and on the drywell sides prior to filling with the drain rock. • Spacing between drywells shall be a minimum of 10 feet. • Drywells must be setback at least 15 feet from buildings with crawl space or basement elevations that are below the overflow point of the drywell. Pervious Concrete Driveway Flows Site stormwater flow from the pervious concrete areas shall be allowed to percolate through the clean aggregate base rock beneath the pervious concrete section to collect in one of two proposed infiltration trenches. The two infiltration trenches were designed per KCSWDM Section 5.4.5. The contributing area for the southern infiltration trench (Lots 1-2) is 1,887 SF. The contributing area for the northern infiltration trench (Lots 3-4) is 1,955 SF. See the Land Use Areas Exhibit in Appendix A. Similar to the drywell design for the roof runoff, it is assumed that the bottom of the trench will be constructed in native soil and be a minimum of 3-feet above the seasonal high groundwater level. An overflow perforated pipe will be constructed above the minimum depth required to infiltrate the 100-year stormwater volume. Per the geotechnical analysis, the proposed site is underlain by sand with trace gravel. The native sand is described as fine to coarse sand with medium gravel in each test pit log. No groundwater was encountered in any test pit. All test pits were terminated at a depth of 10 feet below ground surface. Per the geotechnical analysis, a long-term infiltration rate of one- inch per hour is recommended. Per discussion with the City of Renton, the infiltration trenches were designed utilizing the Western Washington Hydrology Model (WWHM) 2012 version. WWHM sizing results are as follows based on the following assumptions: Skagen 5-Lot Short Plat -Technical Information Report Page 27 Lots 1-2: Contributing Area (modeled as impervious driveway, flat)= 0.043 Acres (1,887 SF) Lots 3-4: Contributing Area (modeled as impervious driveway, flat)= 0.045 Acres (1,955 SF) Lots 1-Z Infiltration Trench Results Utilize a 20-foot by 20-foot by 2-foot deep infiltration bed for 100% infiltration. ~ WWHM2012 S~<!gen Lot~ 1-2 l ____ '?_i __ ~_ i Ftl1: Edrt View Zoom Help 1,[l'"'··i;i __ i .. _'la~--.............. . rl~[;Ij[[JJ um~~ ,, ,. -------------------~-------------------------------- ;, Scht1JH1t1c SCENARIOS Downstreom Conneciion FBcihtyType Preciptlooor,Applied to Facility ;· Evaporahon Appied to Facolity Facility Dimensions ;Gravel Trench Bed 1 Outlel 1 Outlet 2 Outlet 3 _7_-__ -_-_-__ -__ -__ -. ··--~:~~-. -__ : [o_- Gravel Trench/Bed ... .Q.µ_1_~k.Ir.!:'"J1..G~ ... , l;}:H.:i_!1ty_Qi_111_erision _Qi~-~~fl~ _J ·ti, . T1ench Lenglh Ill) c;;,-----, Out,lc_l ~lr~~ure"DHtfl __ j . ··• . A1 . __ P10Elemerits __ I T 1ench Bolt om W1'lth [ft) Elleclive T olal De~<tf-i [ft) Bollom ~lope 111/ltj Lelt Side Slope (HN) R,ght S,de Sfope IHN) [6i] l!il = ~I:] Materifll Luy~irs for hench/Bed I Comrrercial Toofbcn.: Layer 1 Thickne% (ti) Ld}'er l µorosily(0-1] Layer 2 Thickriess (tt) Layer 2 porosrl!,' (0-1) L.:iyer J Thickness [It) La!,'ei 3 pornsity (0-1) lnfiltrntion Meal:lled lnlill1ation Rate (011hr] Red..d!Ol1 Factor (nll'fack•J Use Welled Surface Area (sideW<l!s) T otalVolwie lrM1aled [c,c·UJ T otalVolume Thiough Riser lac-H) S12e ln!inret1on Tmnch J Target%: r,oo--'71 WWHM2012 PROJECT REPORT LOTS 1-2 Project Name: Skagen Lots 1-2 Skagen 5-Lot Short Plat -Technical Information Report r;··-···-· -:-1 ,,----:! r,a--· -c1 6.6S2 Rise, Height jlt] ) 1-liser O,dmele, [1nJ :6 Riser Tvpe "f'i.~t Notch Type Orifice Di1:1.meter Heigh1 Number (in) (11) 1ci --;-.: 10. fo • : ro•-M>•M ro··-· ···:-0 ro·--- Trench Volumf. al Riser Head [ac-ft) 006 Show Trench Initial Stage (It) !i : ... : I T o!alVolume Through F _;;f~~ti 6.692 Percen/ lnl"-raled 100 10/21/2014 --------------- Page 28 Report Date: 10/21/2014 Gage Seatac Data Start : 1948/10/01 Data End: 2009/09/30 Precip Scale: 1.00 Version : 2013/06/03 Low Flow Threshold for POC 1 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year PREDEVELOPED LAND USE Name : Lots 1-2 Bypass: No Groundwater: No Pervious Land Use C, Forest 1 Mod Pervious Total Impervious Land Use Impervious Total Basin Total Element Flows To: Surface MITIGATED LAND USE Name : Lots 1-2 Bypass: No Groundwater: No Pervious Land Use Pervious Total Impervious Land Use DRIVEWAYS FLAT Impervious Total Basin Total Element Flows To: Surface Gravel Trench Bed 1 Acres .043 0. 043 Acres 0 0.043 Interflow Acres 0 Acres 0.043 0.043 0.043 Interflow Gravel Trench Bed 1 Name : Gravel Trench Bed 1 Bottom Length: 20.00 ft. Bottom Width: 20.00 ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 0 To 1 Skagen 5-Lot Short Plat -Technical Information Report Groundwater Groundwater Page 29 Trench right side slope 2: O To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.3 Material thickness of second layer: O Pour Space of material for second layer: O Material thickness of third layer: O Pour Space of material for third layer: O Infiltration On Infiltration rate: 1 Infiltration safety factor: 1 Discharge Structure Riser Height: 2 ft_ Riser Diameter: 6 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Sta9:e (ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt (cfs) 0.0000 0.009 0.000 0.000 0.000 0.0222 0.009 0.000 0.000 0.009 0.0444 0.009 0.000 0.000 0.009 0.0667 0.009 0.000 0.000 0.009 0.0889 0.009 0.000 0.000 0.009 0 .1111 0.009 0.000 0.000 0.009 0.1333 0.009 0.000 0.000 0.009 0.1556 0.009 0.000 0.000 0.009 0.1778 0.009 0.000 0.000 0.009 0.2000 0.009 0.000 0.000 0.009 0.2222 0.009 0.000 0.000 0.009 0.2444 0.009 0.000 0.000 0.009 0.2667 0.009 0.000 0.000 0.009 0.2889 0.009 0.000 0.000 0.009 0.3111 0.009 0.000 0.000 0.009 0.3333 0.009 0.000 0.000 0.009 0.3556 0.009 0.001 0.000 0.009 0.3778 0.009 0.001 0.000 0.009 0.4000 0.009 0.001 0.000 0.009 0.4222 0.009 0.001 0.000 0.009 0.4444 0.009 0.001 0.000 0.009 0.4667 0.009 0.001 0.000 0.009 0.4889 0.009 0.001 0.000 0.009 0. 5111 0.009 0.001 0.000 0.009 0.5333 0.009 0.001 0.000 0.009 0.5556 0.009 0.001 0.000 0.009 0.5778 0.009 0.001 0.000 0.009 0.6000 0.009 0.001 0.000 0.009 0.6222 0.009 0.001 0.000 0.009 0.6444 0.009 0.001 0.000 0.009 0.6667 0.009 0.001 0.000 0.009 0.6889 0.009 0.001 0.000 0.009 0. 7111 0.009 0.002 0.000 0.009 0.7333 0.009 0.002 0.000 0.009 0.7556 0.009 0.002 0.000 0.009 0.7778 0.009 0.002 0.000 0.009 Skagen 5-Lot Short Plat -Technical Information Report Page 30 0.8000 0.009 0.002 0.000 0.009 0.8222 0.009 0.002 0.000 0.009 0.8444 0.009 0.002 0.000 0.009 0.8667 0.009 0.002 0.000 0.009 0.8889 0.009 0.002 0.000 0.009 0. 9111 0.009 0.002 0.000 0.009 0.9333 0.009 0.002 0.000 0.009 0.9556 0.009 0.002 0.000 0.009 0.9778 0.009 0.002 0.000 0.009 1.0000 0.009 0.002 0.000 0.009 1.0222 0.009 0.002 0.000 0.009 1.0444 0.009 0.002 0.000 0.009 1.0667 0.009 0.002 0.000 0.009 1.0889 0.009 0.003 0.000 0 .009 1.1111 0.009 0.003 0.000 0.009 1.1333 0.009 0.003 0.000 0.009 1.1556 0.009 0.003 0.000 0.009 1.1778 0.009 0.003 0.000 0.009 1.2000 0.009 0.003 0.000 0.009 1.2222 0.009 0.003 0.000 0.009 1.2444 0.009 0.003 0.000 0.009 1.2667 0.009 0.003 0.000 0.009 1.2889 0.009 0.003 0.000 0.009 1.3111 0.009 0.003 0.000 0.009 1.3333 0.009 0.003 0.000 0.009 1.3556 0.009 0.003 0.000 0.009 1.3778 0.009 0.003 0.000 0.009 1.4000 0.009 0.003 0.000 0.009 1.4222 0.009 0.003 0.000 0.009 1.4444 0.009 0.004 0.000 0.009 1. 4667 0.009 0.004 0.000 0.009 1.4889 0.009 0.004 0.000 0.009 1. 5111 0.009 0.004 0.000 0.009 1.5333 0.009 0.004 0.000 0.009 1.5556 0.009 0.004 0.000 0.009 1.5778 0.009 0.004 0.000 0.009 1.6000 0.009 0.004 0.000 0.009 1.6222 0.009 0.004 0.000 0.009 1.6444 0.009 0.004 0.000 0.009 1.6667 0.009 0.004 0.000 0.009 1.6889 0.009 0.004 0.000 0.009 1. 7111 0.009 0. 004 0.000 0.009 1.7333 0.009 0.004 0.000 0.009 1.7556 0.009 0.004 0.000 0.009 1.7778 0.009 0. 004 0.000 0.009 1.8000 0.009 0.005 0.000 0.009 1.8222 0.009 0.005 0.000 0.009 1.8444 0.009 0.005 0.000 0.009 1.8667 0.009 0.005 0.000 0.009 1.8889 0.009 0.005 0.000 0.009 1. 9111 0.009 0.005 0.000 0.009 1.9333 0.009 0.005 0.000 0.009 1.9556 0.009 0.005 0.000 0.009 1.9778 0.009 0.005 0.000 0.009 2.0000 0.009 0.005 0.000 0.009 Skagen 5-Lot Short Plat -Technical Information Report Page 31 Lots 3-4 Infiltration Trench Results Utilize a 21.5-foot by 20-foot by 2-foot deep infiltration bed for 100% infiltration. ~ WWHM2012 Sk.dgen ht> 3--4 f:,t"' fd1t Y..iew jjelp _;>ummdry Repcrt D Iii' Iii t ct, ~ l~~IiilllriTIT~~-·c::====='-"===='--------·---··-··················· b, Grave! Trench-Bed 1 Miti~lrted FEt.cility Name IG~~T_T_i_ench Bed 2 ~ Outlet 1 Outle1 2 Outlet 3 I . . ' ! ........... [g PTO E lemenls :----····-··· ··-------" Oownslrenm Connection FttcilityTypB i~.'.~~ :!.1~~~--:~-~:-:~-~:~~~= ~: r [ri Preapilo;1lll!'1 Appred to F ac,!ly fE.Y~~~.~{10I~~1i Facility Dimensions Trench Length{!(] Tren,.,hflollomW,<llh 111) E.ffedrve T ct.al Deplh Ill) Bottom ;lope (tt/ftl Ldl 5ode Slow ... [HN) Right Side Slope [HNJ Me.1erial layers for Trench/Bed l-:1yer 1 Thickness [ft) ~~~~:~-~-:·:-] La!,'8( 1 DOIOS~!,' [0-1] ~~:3-J Lo;1yer 2 Thicknes, [ft) w·--_ -_ _] L~er 2 poios~y [0-1 J !?. __________ :::] L~er 3 Thickne:; 1i1) r~:-~:.::: ... : ··1 l,>!,'erJporos~y(0-1] @:. ___ j ____ ,Quick Tre_nch _ : F11cilit',' _D_imen_sion_ piaQrn.m Outlet S1ructure DttlH R11e1 Heigh( !fl] Riser Diameter [rnj Riser T ~pe if~ · Notch Type Orifice Number Diameter Heigh! (io) (ft) fci. ----:"i '.i:i ra---:-l :ii'· 10"' --:·] 'Cl Infiltration Trench Volume al Rise, Head (,--.c:, Jt) 006 \ Commercial T oolbo~ kl ""' ,;,,;:;_ ;,~-- ;, I 5oYex.yj~ ------------- Measured lnfi~ration Rale lin/hrl Reduchon Faclo1 lrnlilt"lactor) Use Wetted Suri ace Area {s1dewall1l Total Volume lrtfiltr<Jted (ac-ft) T ol.;ilVo/urne Through Riser (adt) ~ ~1ze_lnhl1r.~-~ ~h ~T11· rget %: f,oo ·->1 , -·----··-····---J '" ;,--·--·:i 'No-····-- 7 006 · 1 ShowTrench ' -----lriitial Stage 1111 iO T ot,,1 Voh.1ne 1 h,oi.,gh Fa~iriY '(.iiC-ftT Percent lnUtrated I.':==========-'--'--'-"---=-'---=·=·=-=-=-·~-~-===-~-=--------~-_ ---... "" ----------'"""'"'""""""-· --. __ 1_9.12112014 WWHM20l2 PROJECT REPORT FOR LOTS 3-4 Project Name: Skagen Lots 3-4 Report Date: 10/21/2014 Gage Sea tac Data Start: 1948/10/01 Data End: 2009/09/30 Precip Scale: 1.00 Version 2013/06/03 Skagen 5-Lot Short Plat -Technical Information Report 7,[11)5 WO 11-23 PM -----=;ar·- Page 32 Low Flow Threshold for POC l 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year PREDEVELOPED LAND USE Name : Lots 3-4 Bypass: No Groundwater: No Pervious Land Use C, Forest, Mod Pervious Total Impervious Land Use Impervious Total Basin Total Element Flows To: Surface MITIGATED LAND USE Name : Lots 3-4 Bypass: No Groundwater: No Pervious Land Use Pervious Total Impervious Land Use DRIVEWAYS FLAT Impervious Total Basin Total Element Flows To: Surface Gravel Trench Bed 2 Acres .045 0.045 Acres 0 0.045 Interflow Acres 0 Acres 0.045 0.045 0.045 Interflow Gravel Trench Bed 2 Name Bottom Bottom : Gravel Trench Bed 2 Length: 21.50 ft. Width: 20.00 ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: O To 1 Trench right side slope 2: O To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.3 Groundwater Groundwater Skagen 5-Lot Short Plat -Technical Information Report Page 33 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration on Infiltration rate: 1 Infiltration safety factor: 1 Discharge Structure Riser Height: 2 ft. Riser Diameter: 6 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt {cfs) 0.0000 0.009 0.000 0.000 0.000 0.0222 0.009 0.000 0.000 0.010 0.0444 0.009 0.000 0.000 0.010 0.0667 0.009 0.000 0.000 0.010 0.0889 0.009 0.000 0.000 0.010 0 .1111 0.009 0.000 0.000 0.010 0.1333 0.009 0.000 0.000 0.010 0.1556 0.009 0.000 0.000 0.010 0.1778 0.009 0.000 0.000 0.010 0.2000 0.009 0.000 0.000 0.010 0.2222 0.009 0.000 0.000 0.010 0.2444 0.009 0.000 0.000 0.010 0.2667 0.009 0.000 0.000 0.010 0.2889 0.009 0.000 0.000 0.010 0. 3111 0.009 0.000 0.000 0.010 0.3333 0.009 0.001 0.000 0.010 0.3556 0.009 0.001 0.000 0.010 0.3778 0.009 0.001 0.000 0.010 0.4000 0.009 0.001 0.000 0.010 0.4222 0.009 0.001 0.000 0.010 0.4444 0.009 0.001 0.000 0.010 0.4667 0.009 0.001 0.000 0.010 0.4889 0.009 0.001 0.000 0.010 0. 5111 0.009 0.001 0.000 0.010 0.5333 0.009 0.001 0.000 0.010 0.5556 0.009 0.001 0.000 0.010 0.5778 0.009 0.001 0.000 0.010 0.6000 0.009 0.001 0.000 0.010 0.6222 0.009 0.001 0.000 0.010 0.6444 0.009 0.001 0.000 0.010 0.6667 0.009 0.002 0.000 0.010 0.6889 0.009 0.002 0.000 0.010 0.7111 0.009 0.002 0.000 0.010 0.7333 0.009 0.002 0.000 0. 010 0.7556 0.009 0.002 0.000 0.010 0.7778 0.009 0.002 0.000 0.010 0.8000 0.009 0.002 0.000 0.010 0.8222 0.009 0.002 0.000 0.010 0.8444 0.009 0.002 0.000 0.010 0.8667 0.009 0.002 0.000 0.010 Skagen 5-Lot Short Plat -Technical Information Report Page 34 0.8889 0.009 0.002 0.000 0.010 0. 9111 0.009 0.002 0.000 0.010 0.9333 0.009 0.002 0.000 0.010 0.9556 0.009 0.002 0.000 0.010 0.9778 0.009 0.002 0.000 0.010 1.0000 0.009 0.003 0.000 0.010 1.0222 0.009 0.003 0.000 0.010 1.0444 0.009 0.003 0.000 0. 010 1.0667 0.009 0.003 0.000 0. 010 1.0889 0.009 0.003 0.000 0.010 1.1111 0.009 0.003 0.000 0.010 1.1333 0.009 0.003 0.000 0.010 1.1556 0.009 0.003 0.000 0.010 1.1778 0.009 0.003 0.000 0.010 1.2000 0.009 0.003 0.000 0.010 1.2222 0.009 0.003 0.000 0.010 1.2444 0.009 0.003 0.000 0.010 1. 2667 0.009 0.003 0.000 0.010 1.2889 0.009 0.003 0.000 0.010 1.3111 0.009 0.003 0.000 0.010 1.3333 0.009 0.003 0.000 0.010 1.3556 0.009 0.004 0.000 0.010 1.3778 0.009 0.004 0.000 0.010 1. 4 00 0 0.009 0.004 0.000 0.010 1.4222 0.009 0.004 0.000 0.010 1.4444 0.009 0.004 0.000 0.010 1.466"/ 0.009 0.004 0.000 0.010 1.4889 0.009 0.004 0.000 0.010 1.5111 0.009 0.004 0.000 0.010 1.5333 0.009 0.004 0.000 0.010 1.5556 0.009 0.004 0.000 0.010 1.5778 0.009 0.004 0.000 0.010 1.6000 0.009 0.004 0.000 0.010 1.6222 0.009 0.004 0.000 0.010 1.6444 0.009 0.004 0.000 0.010 1.6667 0.009 0.004 0.000 0.010 1.6889 0.009 0.005 0.000 0.010 1. 7111 0.009 0.005 0.000 0.010 1.7333 0.009 0.005 0.000 0.010 1.7556 0.009 0.005 0.000 0.010 1.7778 0.009 0.005 0.000 0.010 1.8000 0.009 0.005 0.000 0.010 1.8222 0.009 0.005 0.000 0.010 1.8444 0.009 0.005 0.000 0.010 1.8667 0.009 0.005 0.000 0.010 1.8889 0.009 0.005 0.000 0.010 1. 9111 0.009 0.005 0.000 0.010 1. 9333 0.009 0.005 0.000 0.010 1.9556 0.009 0.005 0.000 0.010 1.9778 0.009 0.005 0.000 0.010 2.0000 0.009 0.005 0.000 0.010 Per the soils investigation, significant areas of fill exist on-site. Unfortunately, the test pits were excavated near the middle of the site and it is uncertain the depth of fill that exists Skagen 5-Lot Short Plat-Technical Information Report Page 35 closer to the Talbot Road South right-of-way -the preferred location for the infiltration systems. Prior design predicted a minimum four feet of fill in the preliminary trench locations. As such, an infiltration trench constructed only three feet below predeveloped ground elevations would not adequately infiltrate driveway runoff as described in the soils investigation report. In order to take advantage of the permeable native soils, infiltration trenches are proposed to be constructed a minimum of one-foot into the native soils. The contractor will be required to coordinate with a geotechnical engineer during the construction of the infiltration trenches to determine the actual depth of construction to reach adequate soils for each trench. Because of this, WWHM models were also conducted on shallower and deeper infiltration trenches for each location. Depending on the depth to the native soil encountered during each excavation, the following minimum areas and corresponding trench depths may also provide adequate storage to infiltrate 100% of the runoff volume from the pervious concrete area for all storms up to and including the 100-year storm event. Lots 1-2 Lots 3-4 Trench Depth Minimum Trench Trench Depth Minimum Trench (FT) Area (SF) (FT) Area (SF) 1 500 1 520 2 400 2 430 3 340 3 350 4 300 4 310 5 270 5 280 4.5 Water Quality System (Part E) The project proposes to add less than 5,000 square feet of new pollution generating impervious surface and is exempt from providing water quality systems for the project per the Surface Area Exemption of Section 1.2.8 of the Renton Stormwater Manual. The project proposes to add 3,993 SF {1,510 SF of concrete driveways on-site and 2,483 SF of new asphalt pavement roadway widening, curb and gutter, and driveway aprons off-site) of pollution-generating impervious surfaces. 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN All conveyance systems were designed in accordance with the City of Renton Amendments to the 2009 KCSWDM. Per Section 1.2.4.1, all new conveyance systems shall be able to convey the full 25-year peak flow. The upstream end of the system was sized as a culvert per Section 1.2.4.1. Skagen 5-Lot Short Plat-Technical Information Report Page 36 Flow Frequency Return Periods -from KCRTS Return Period Predeveloped Flow (cfs) 25-year D.060 100-year D.076 Mitigated Flow (cfs) D.093 D.165 The flattest storm trunk line conveyance pipe in the design is along Talbot Road South. Its proposed slope is 6.42%. The flattest underdrain pipe has a proposed slope of 1.50%. As a comparison, a 12-inch pipe flow full at 0.5% has the capacity to convey 2.52 cfs using Manning's Equation for Open Channel Flow -pipe flowing full. Q = 0.463 08/3 51/2 n n = Manning's coefficient of roughness for a concrete pipe: D = the pipe diameter in feet: S = the pipe slope in feet per foot: 0.013 1.00 D.0050 G.capacitv = 2.52 cfs > Q100 = 0.165 cfs (maximum release from developed site). Thus, the flattest storm trunk main has a capacity far in excess of that required for conveyance. 6. SPECIAL REPORTS AND STUDIES Soils Investigation Report prepared by Soil and Environmental Engineers, Inc. dated October 14, 2011. Previously submitted as part of the preliminary plat process. 7. OTHER PERMITS No additional permits have been prepared prior to the signed approval date of this report. 8. CSWPPP ANALYSIS AND DESIGN Please refer to the Construction Stormwater Pollution Prevention Plan {CSWPPP) and CWSPPP Worksheet Forms located in Appendix D to aid in the following discussion. 8.1 ESC Plan Analysis and Design The contractor shall install temporary erosion and sedimentation control measures prior to any site disturbing activities. These Best Management Practices (BMPs) will serve to eliminate the potential for on-site erosion until the site's permanent stormwater management facilities have been installed and are functional. Any disturbed areas that are potentially susceptible to erosion shall be temporarily protected with straw, seed and fertilizer, or any other King County approved BMP. Any existing site vegetation shall also be utilized to the largest extent to supplement proposed erosion control methods. Skagen 5-Lot Short Plat-Technical Information Report Page 37 As a first measure of erosion control, high visibility fencing shall be installed along the proposed open areas along the northern and eastern sides of the project site to delineate sensitive areas and to preserve areas of natural vegetation. Silt fencing will then be strategically installed on- contour along the lower limits of proposed land disturbance to protect downstream conveyances from silt-laden runoff. Once this fencing has been installed, a temporary stabilized construction entrance will be installed to reduce tracking of sediment from the site onto the existing Talbot Road South roadway. On-site runoff naturally flows to the northwest across open grass lands. Any temporary construction staging or stockpile areas shall have wattles placed longitudinally along contour at the low points of these areas and where any concentrated flows from existing runoff flows appears near these areas of disturbance. Catch basin inserts placed within all proposed catch basins will complete proposed temporary erosion control measures. The excavation area required to install the proposed drywells and infiltration trenches will not serve as a temporary sedimentation pond. All proposed infiltration areas shall remain protected from disturbance and compaction until construction of each facility is to commence so that the infiltrative capacity of the native soil is preserved. If necessary, a temporary interceptor swale shall be constructed just inside the western property boundary. This swale shall convey any site runoff to a temporary sedimentation pond installed in the northwest corner of the project construction area until the proposed stormwater systems are constructed and the site is stabilized. The contractor shall clean any proposed sedimentation facility periodically during construction, once the site is fully stabilized, and just prior to demobilizing from the site. Additionally, straw wattle check dams shall be constructed within the existing drainage ditch to create zones of settlement for sediment carried off the construction site while still allowing the sediment-laden water to flow further north along the existing stormwater conveyance system. All disturbed areas must be permanently stabilized. Installation of permanent seeding, fertilizing, and landscaping is the proposed final surface covering for the site. All site areas shall be protected with these materials within one week of final site grading, and shall be placed in a manner with a high likelihood that sufficient cover will develop shortly after application to ensure a high potential for long-term erosion control. All temporary and permanent erosion and sediment control BMPs shall be maintained by the contractor and repaired as needed to assure continued performance of their intended function throughout construction. All temporary erosion control measures will be removed once construction is complete. The site will utilize Appendix D of the 2009 KCSWDM for the erosion and sedimentation control design. Skagen 5-Lot Short Plat -Technical Information Report Page 38 A detailed Surface Water Pollution Prevention Plan (SWPPP) is necessary based on the fact that this project will add more than 2,000 square feet of impervious surface and will clear more than 7,000 square feet of land. All twelve elements of construction stormwater pollution prevention have been considered and controls to address them are outlined as follows. 8.1.1 Element 1 -Mark Clearing Limits Prior to beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. These shall be clearly marked, both in the field and on the plans, to prevent damage and off-site impacts. The area between the edge of clearing and the proposed open space shall be marked to prevent disturbance during construction. Selected BMPs: BMP ClOl -Preserving Natural Vegetation BMP Cl04 -Stake and Wire Fence BMP Cl03 -High Visibility Plastic or Metal Fence BMP C233 -Silt Fence 8.1.2 Element 2 -Establish Construction Access A construction vehicle access will be limited to one route into the work area. The access route shall be at a proposed driveway from Talbot Road South. Soil tracked onto paved areas shall be swept up and disposed of on a regular basis. Pervious concrete driveways shall not be constructed until the end of the project. Selected BMPs: BMP Cl05 -Stabilized Construction Access BMP C107 -Construction Road/Parking Area Stabilization 8.1.3 Element 3 -Control Flow Rates Properties and waterways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of stormwater runoff from the project site. Installation of BMPs may include silt fence, interceptor swales, and other methods to control, convey, and treat runoff. Control of sediment-laden runoff will be required during clearing and grading, requiring monitoring and maintenance in the wet season. During construction a certified erosion control lead may be employed (though not required) to manage and maintain erosion control facilities. After construction, an individual trained in sediment control should be assigned to the monitor stability of the site and to recommend required actions. Soil to be planted or left unfinished until lot development is complete shall be temporarily hydroseeded to establish an immediate vegetative cover. Where feasible, disperse all runoff through undisturbed vegetation for at least 50 feet. Skagen 5-Lot Short Plat -Technical Information Report Page 39 Selected BMPs: BM P C233 -Silt Fence BMP C208 -Triangular Silt Dike (Geotextile-Encased Check Dam) BMP C240 -Sediment Trap 8.1.4 Element 4 -Install Sediment Controls Runoff from areas disturbed during the project should utilize the methods mentioned in the proceeding Element 3 to control flows. Routing the flows into a temporary depression area, running through filter fabric barriers, and other methods, will all end in dispersion of runoff into the undisturbed vegetation on the site or infiltration. Adjustments to the erosion control plan are expected as work progresses to provide continuous monitoring and maintenance. Sampling of runoff entering and exiting the site will be performed during construction to allow for quick action to prevent any erosive damage or degraded water quality. Selected BMPs: BMP C233 -Silt Fence BM P C234 -Vegetated Strip BM P C235 -Straw Wattles 8.1.5 Element 5 -Stabilize Soils All exposed, unworked, or stockpiled soils shall be stabilized and shall not remain exposed and unworked for more than seven days during the dry season from May 1 through September 30 or two days if construction takes place between October 1 through April 30. Selected BM Ps: BMP C120 -Temporary and Permanent Seeding BMP C123 -Plastic Covering BMP C140 -Dust Control 8.1.6 Element 6 -Protect Slopes Care to prevent the collection of runoff to drain over slopes is necessary to prevent erosion. Areas not in the proposed on-site construction access road will be left undisturbed with the existing vegetation being left in place until each home site is developed. Conveyance of runoff away from a slope and covering exposed or disturbed soils will help prevent slope erosion. Selected BMPs: BMP Cl20 -Temporary and Permanent Seeding BMP C200 -Interceptor Dike and Swale BMP C204 -Pipe Slope Drains Skagen 5-Lot Short Plat-Technical Information Report Page 40 . 8.1.7 Element 7 -Protect Drain Inlets Storm drain inlets shall be protected so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. Sediment traps and temporary surface channels will be used to collect, settle, and convey runoff to protected inlets or to vegetated slopes. Storm drain inlet protection shall be installed around catch basins still requiring final adjustment. In addition, under-grate filters will be inserted in each existing and proposed catch basin. Drain protection shall be maintained throughout and removed once construction is complete and the site has been stabilized. Selected BMPs: BMP C220 -Storm Drain Inlet Protection 8.1.8 Element 8 -Stabilize Channels and Outlet All temporary and permanent channels or swales will be positively graded and seeded. Selected BMPs: BMP C120 -Temporary and Permanent Seeding BMP C201-Grass-Lined Channels BMP C202 -Channel Lining 8.1.9 Element 9 -Control Pollutants All pollutants including waste materials and construction debris that occur on-site shall be handled and disposed of in a manner that does not cause contamination of stormwater. Selected BMPs: BMP C153 -Material Delivery, Storage and Containment 8.1.10 Element 10 -Control De-Watering De-watering is not anticipated for site construction. If groundwater is encountered during excavation of the infiltration drywells, trenches or other deep facilities, it shall be discharged into a sediment trap designed for this application then dispersed overland in a vegetated buffer. Additionally, the engineer-of-record shall be notified because the site proposes to infiltrate runoff within facilities that are to be three feet above any known groundwater elevation. Selected BMPs: BMP C234 -Vegetated Strip BMP C240 -Sediment Trap BMP C241-Temporary Sediment Pond Skagen 5-Lot Short Plat -Technical Information Report Page 41 8.1.11 Element 11-Maintain BMPs All BMPs shall be inspected and maintained by the contractor's Certified Erosion and Sediment Control Lead (CESCL). When a contractor is selected by the owner for construction of the project, a CESCL shall be identified. Temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with BMPs. Sediment control BMPs shall be inspected weekly or after a runoff-producing storm event during the dry season and daily during the wet season. The inspection frequency for stabilized, inactive sites shall be determined by the local permitting authority based on the level of soil stability and potential for adverse environmental impacts. Temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on-site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. 8.1.12 Element 12 -Manage the Project Phasing of construction The project shall be phased where feasible in order to prevent, to the maximum extent possible, the transport of sediment from the site during construction and the repeated movement of material. Protection of the existing vegetation will play a key role in reducing the erosion and sedimentation potential of the site during construction. Re-vegetation of exposed areas and maintenance of that vegetation shall be an integral part of the any activities for any phase. Grading activities for the project shall be permitted only if conducted pursuant to an approved site grading and development plan that establishes permitted areas of clearing, grading, cutting, and filling. When establishing these permitted clearing and grading areas, consideration should be given to minimizing removal of existing vegetation and minimizing the disturbance and compaction of native soils. These permitted grading areas and any other areas required to preserve critical or sensitive areas, buffers, native growth protection easements, or vegetation retention areas, shall be delineated on the project site plans and in the field in areas to be improved. Skagen 5-Lot Short Plat -Technical Information Report Page 42 8.2 SWPPP Plan Design During construction, the contractor shall take all precautions necessary to ensure that spills and potential pollution activities are minimized and taken care of immediately. That said, because relative small size of the project, it is not envisioned that significant opportunities for spilling or polluting the groundwater or downstream stormwater conveyance will exist. The following narrative describes how the project will avoid opportunities for pollution and spills by being proactive in BMP use from the outset of the project. 8.2.1 Storage of Liquid Materials in Stationary Tanks Secondary containment or double-walled tanks will be utilized for storage of all liquid materials that may cause pollution if spilled or ruptured. On-site storage of gas and oil are not expected even for large construction equipment required for on-site clearing and grading activities. If such materials are stored on-site, a spill-control device will be utilized to ensure these floatable liquids do not leave the containment area. A spill cleanup kit will be required on-site at all times and contractor training will be required and certifications maintained throughout construction. Drip pans and absorbent material will be utilized in all areas where fueling or liquid exchange is required. Daily inspection will be required. 8.2.2 Storage of Liquid Materials in Portable Containers Portable containers used to store liquid construction materials will be managed similar to that described in Section 8.2.1. 8.2.3 Storage of Pesticides and Fertilizers It is not envisioned that pesticides and fertilizers will be utilized for this project. However, if they are necessary and approved, pesticides and fertilizers shall be stored under cover and off the ground or within a spill containment system. Spilled materials shall be promptly collected and disposed per City and State requirements. Hosing down the area of the spill is not permitted. 8.2.4 Storage of Contaminated Soils Because of the project site's history as a mostly undeveloped residential area, contaminated soils are not expected on-site. However, if found, or if, through the construction process the soil becomes contaminated, soils will be managed per the Washington State Department of Ecology requirements. 8.2.5 Washing Tools and Equipment All wash water shall be collected and disposed of through the existing sanitary sewer system located along the western boundary or stored in a holding tank for haul and legal disposal off- Skagen 5-Lot Short Plat -Technical Information Report Page 43 site. Wash water may be reused as wash water on-site, but must be contained in a closed- loop system. 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 9.1 Bond Quantities Worksheet Please see this worksheet in Appendix C. 9.2 Flow Control and Water Quality Facility Summary Sheet and Sketch 13 drywells and two infiltration trenches are proposed for the project to infiltration runoff from the proposed rooftop and pervious pavement areas. Following building plan approval, the City shall be provided with a plan sketch for each facility proposed for construction on each lot. 9.3 Declaration of Covenant for Privately Maintained Flow Control and WQ Facilities The homeowners will maintain their own drywells and infiltration trenches on-site. The City of Renton will maintain and operate the new catch basin and pipe system within the Talbot Road right-of-way. No declaration of covenant for flow control or water quality facilities is required. 9.4 Declaration of Covenant for Privately Maintained Flow Control BMPs Each flow control BMP (drywell, porous concrete driveway, and infiltration trench) will be maintained by the lot owner for which the BMP is located. The City may inspect all privately maintained drainage facilities for compliance through the requirements of a recorded declaration of covenant. If the property owner fails to maintain its facilities to acceptable standards, the City may issue a written notice specifying required remedial actions and requiring a schedule for timely completion of the actions. If these actions are not performed in a timely manner, the City may enter the property to perform the actions needed and bill the property owner(s) for the cost of the actions. If a hazard to public safety exists, the City may perform remedial actions without written notice. An example declaration of covenant can be found in Appendix B. An operation and maintenance manual is provided in Section 10 and shall be transferred upon sale of the lot to the new property owner. 10. OPERATIONS AND MAINTENANCE MANUAL The stormwater facilities on-site will be maintained by each homeowner per the following Operations and Maintenance Manual. Included as Appendix B is the Maintenance Standards for Privately Maintained Drainage Facilities from Appendix A of the 2009 KCSWDM. Off-site storm sewer structures and piping will be maintained by the City of Renton. Skagen 5-Lot Short Plat -Technical Information Report Page44 Sheet No. C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 LUAl APPENDIX A Site Improvement Plans Sheet Name: Title Sheet Existing Conditions/Erosion and Sediment Control Plan Temporary Erosion Control Notes and Details Horizontal Control Plan Road Frontage Improvements Plan Site Improvements Plan Site Grading Plan Plat Improvement Notes and Details Plat Improvement Notes and Details Plat Improvement Notes and Details Plat Improvement Notes and Details Project Specifications Pervious Concrete Specifications Land Use Areas Exhibit Skagen 5-Lot Short Plat -Technical Information Report Page 45 APPENDIX B Maintenance Standards for Privately Maintained Drainage Facilities Declaration of Covenant For Maintenance and Inspection of Flow Control BMPS Skagen 5-Lot Short Plat -Technical Information Report Page 46 The following narrative will be provided to the owner of each lot: Your property contains o stormwoter management flow control BMP {best management practice) called ''full infiltration," which was installed to mitigate the starmwater quantity and quality impacts of some or oil of the impervious surfaces on your property. Full infiltration is o method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. If properly installed and maintained, full infiltration con manage runoff so that o majority of precipitation (rain) events ore absorbed. Infiltration devices, such as grovel filled trenches, drywells, and ground surface depressions, facilitate this process by putting runoff in direct contact with the soil and retaining the runoff long enough to soak most of it into the ground. Ta be successful, the soil condition around the infiltration device must be reliably able to soak water into the ground for o reasonable number of years. The infiltration devices used specifically on your property ore drywells and infiltration trenches as indicated on the flow control BMP site pion. The size, placement, and composition of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the City of Renton or through o future development permit from the City of Renton. Infiltration devices must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment- laden flows from entering the device. Excessive sedimentation will result in o plugged or non-functioning facility. If the infiltration device hos o catch basin, sediment accumulation must be removed from this structure on a yearly basis or more frequently if necessary. Prolonged ponding around or atop o device may indicate a plugged facility. If the device becomes plugged, it must be replaced. Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. For roofs, frequent cleaning of gutters will reduce sediment loads ta and the Jong-term effectiveness of these devices. The following charts describe each stormwater maintenance component, common deficiencies and typical maintenance responses to each potential issue to ensure your facility operates as it was designed. Selected Operations and Maintenance Facilities: No. 2-Infiltration Facilities (KCSWDM p. A-3 and A-4) No. 5 -Catch Basins and Manholes {KCSWDM p. A-9 and A-10} No. 6-Conveyance Pipes and Ditches (KCSWDM p. A-11) Skagen 5-Lot Short Plat-Technical Information Report Page 47 In addition, the following narrative will be provided to the owners of Lots 1-4: Your property contains a stormwater management flow control BMP (best management practice) called "permeable pavement," which was installed to minimize the stormwater quantity and quality impacts of some or all of the paved surfaces on your property. Permeable pavements reduce the amount of rainfall that becomes runoff by allowing water to seep through the pavement into a free-draining grovel or sand bed, where it can be infiltrated into the ground. The type(s) of permeable pavement used on your property is pervious concrete. The area covered by permeable pavement as depicted by the flow control BMP site plan and design details must be maintained as permeable pavement and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Permeable pavements must be inspected after one major storm each year to make sure it is working properly. Prolonged ponding or standing water on the pavement surface is a sign that the system is defective and may need to be replaced. If this occurs, contact the pavement installer or the King County Water and Land Resources Division for further instructions. A typical permeable pavement system has a life expectancy of approximately 25-years. To help extend the useful life of the system, the surface of the permeable pavement should be kept clean and free of leaves, debris, and sediment through regular sweeping or vacuum sweeping. The owner is responsible for the repair of all ruts, deformation, and/or broken paving units. Skagen 5-Lot Short Plat -Technical Information Report Page 48 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE CITY OF RENTON 1055 SOUTH GRADY WAY RENTON WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Granter: Mike Skagen or Assigned By Pending Sale Grantee: City of Renton Legal Description: Lot X of Skagen Short Plat -Pending Final Short Plat Additional Legal(s) on: __________________________ _ Assessor's Tax Parcel ID#: ~P~a=rc=e~l N~o~. 7~9~3~10=0~-=00=5~8~----------------- IN CONSIDERATION of the approved City of Renton ( check one of the following) D residential building permit, D commercial building permit, D clearing and grading permit, D subdivision permit, or 0 short subdivision permit for Application File No. LUA/SWP ~l l~-0~8~9 ________ relating to the real property ("Property") described above, the Grantor(s), the owncr(s) in fee of that Property, hereby " covcnants(covenant) with City or Renton, a political subdivision of the state of Washington, that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs l through 8 below with regard to the Property. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: I. Grantor(s) or his/hcr(their) successors in interest and assigns ("Owners") shall retain, uphold, and protect the stormwatcr management devices, features, pathways, limits, and restrictions, known as flow control best management practices ("BMPs"), shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as Exhibit A. 2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the Property's BMPs as described in the approved Design and Maintenance Details for each BM!' attached hereto and incorporated herein as Exhibit B. 3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BM l's. In lieu of inspection by the City, the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the BMPs and provide a written report describing their condition. If the engineer option is chosen, the Owners shall provide written notice lo the City of Renton within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice, the Owners, or the engineer on behalf of the Owners, shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the City of Renton may inspect the BMPs without further notice. 4. If the City determines from its inspection, or from an engineer's report provided in accordance with Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs, The City shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work (Work) required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing an engineer's report that verifies completion of the Work. After the deadline has passed, the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has been provided verifying completion of the Work. Jfthe work is not completed properly within the time frame set by the City, the City may initiate an enforcement action. Failure to properly maintain the BMPs is a violation of RMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from perfonning routine landscape maintenance, the Owners arc hereby required to obtain written approval from the City or Renton before performing any alterations or modifications to the BMPs. 6. Any notice or approval required to be given by one party to the other under the provisions of this Declaration of Covenant shall be effective upon personal delivery to the other party, or after three (3) days from the date that the notice or approval is mailed with delivery confirmation to the current address on record with each Pm1y. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the efficient and effective management of surface water drainage on the Property, and it shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest and assigns. 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City of Renton that is recorded by King County in its real property records. . ., IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this __ day of _________ , 20 __ . GRANTOR, owner of the Property GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: ___________________ ,tome known to he the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this __ day of _________ , 20 __ Printed name Notary Public in and for the State of Washington, residing at My appointment expires _________ _ " . j_ •• • APPENDIX C Bond Quantities Worksheet Skagen 5-Lot Short Plat -Technical Information Report Page 49 •• ..... APPENDIXD Construction Stormwater Pollution Prevention Plan Construction Stormwater Pollution Prevention Plan (CSWPPP) Construction Stormwater Pollution Prevention Plan (CSWPPP) Worksheet Forms Skagen 5-Lot Short Plat -Technical Information Report Page SO .. Sewall Wetland Consulting, Inc. 27641 CovingtooWaySE#2 Covington, WA 98042 Sewall Wetland Consultin Inc. SKAGEN SHORT PLAT CITY OF RENTON CRITICAL AREAS REPORT Prepared For: Mike Skagen 12050 SE 178"' Street Renton, Wublngton 98058 October 21, 2011 Job#ll-141 Phone: 253-859-0515 Fax: 253-ll52-4732 ' 1.0 INTRODUCTION Sewall Wetland Consulting, Inc. V641 Covington Way SE #2 Covington WA ~ SKAGEN SHORT PLAT CITY OF RENTON CRITICAL AREAS REPORT ffiooe: 25'.J.859--0515 Fax: 253--852-4732 This report describes our findings in regards to jurisdictional wetlands, streams and buffers on or within 100' of the 1.15 acre proposed Skagen Short Plat located on the east side of Talbot Road South in the City of Renton, Washington (the "site"). Specifically, the site consists of an irregular shaped parcel (Parcel #7931000058) in a portion of the SW V. of Section 6, Township 22 North, Range 5 East of the Willamette Meridian in King County, Washington. Vicinity Map The site consists of an undeveloped parcel containing both forest and pasture areas. ' Skagen!#/ 1-141 Sewall Wetland Consulting, Inc. October ll. 2011 Page2 The site is proposed to be subdivided into 4 single family residential Lots with associated roads and infrastructure. 2.0 METHODOLOGY Ed Sewall of Sewall Wetland Consulting, Inc. inspected the site on August I 0, 2011. The site was reviewed using methodology described in the Washington State Wetlands Identification Manual (W ADOE, March 1997). This is the methodology currently recognized by the City of Renton and the State of Washington for wetland determinations and delineations. The site was also inspected using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), and the Western Mountains, Valleys and Coast region Supplement (Version 2.0) dated June 24, 2010, as required by the US Army Corps of Engineers. Soil colors were identified using the 1990 Edited and Revised Edition of the Munsell Soil Color Charts (Kollmorgen Instruments Corp. 1990). The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual/Regional Supplement all require the use of the three-parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. Since the only wetland was one located off-site, it was located with a gps and approximated with good accuracy on the site plan. 3.0 OBSERVATIONS 3.1 Existing Site Documentation • Skagen!#//-141 Sewall Wetland Consulting. Inc. October 21, 2011 Page3 Prior to visiting the site a review of several natural resource inventory maps was conducted. Resources reviewed included the King County Soils Survey, King County iMap website with sensitive areas layers activated, and the National Wetlands Inventory map. 3.1.1 Soil Survey According to the Soil Survey, King County Area, Washington (Snyder et al 1973), the entire site is mapped as containing Alderwood gravelly loam soils (AgC ). Alderwood soils are moderately-well drained soils formed in glacial till under conifers. Alderwood soils are not listed as a "hydric" soil according to the publication Hydric Soils of the United States (USDA NTCHS Pub No.1491, 1991). Soil Map of the site 3.1.1 National Wetlands Inventory According to the National Wetlands Inventory there are no wetlands are located on the site. The closest wetlands is an emergent and forested wetland mapped across Talbot road approximately 500' to the northwest of the site. National Wetlands Inventory map 3.1.3 King County !Map Skagen/# /1-14 I Sewall Wet/and Consulting, Inc. October 2 I, 20 /1 Page4 A review of the King County iMap webpage with wetland and stream layers activated shows no wetlands or streams on or near the site. Above: King County iMap website depiction of site with wetland and stream layers activated. 3.2 Field Observations 3.2.1 Uplands Skagen/#1/-141 Sewall Wetland Consulting, Inc. October 21, 1011 Page5 The site is located on a north sloping hillside which slopes gently on the majority of the site and at the north edge of the site starts to slope off more steeply towards the off-site wetland. The site is characterized by a mowed grass pasture, vegetated with orchard grass, which is part of an old gravel pit, surrounded by mature big leaf maples. The site generally has a disturbed plant community, with understory species including giant knotweed, Himalayan blackberry, stinging nettle, Indian plum and a few scattered ornarnental pines as well as small Douglas firs. Soil pits excavated throughout the site revealed a dry gravelly loam with high chroma colors and no hydric characteristics. 3.2.2 Wetlands On-site There are no areas meeting wetland criteria found on the site. Off-site Off-site to the north, is the south edge of a forested, slope-type wetland. The wetland was delineated by our company in 2007 for a previous study never submitted to the City of the parcel to the north (Bystedt property-Parcel #7931000110). A small well house is located along the north edge of the site near the wetland. This wetland is a slope type forested wetland that has been historically disturbed by historic gravel mining. The portion of the wetland abutting the site is dominated by red osier dogwood, salmonberry, and Himalayan blackberry. Soils in this portion of the wetland consist of black mineral soils that have some visible seeps. The wetland edge although not flagged, was located via gps and transferred to the site plan. The wetland was found to be at its closest point approximately 35' north of the site. The off-site wetland has areas that would be classified as PSS IE (palustrine, scrub-shrub, broad leaved deciduous, saturated) and PFOlE (palnstrine, forested, broad leaved deciduous, persistent, saturated) according to the US Fish and Wildlife Wetland Classification methodology (Cowardin et al. 1979). The City of Renton classifies wetlands utilizing the following criteria under (RMC) Chapter 4-3-050.M.1,: Skagen!#] 1-141 Sewall Wetland Consulting, Inc. October 21, 2011 Page6 i. Category 1: Category 1 wedands are wetlands which meet one or more of the following criteria: (a) The presence of species listed by Federal or Slate government as endangered or threatened, or the presence of essential habitat for those species; and/or (b) WeUands having forty percent (40%) to sixty percent (60%) permanent open water (in dispersed patches or otherwise) with two (2) or more vegetation classes; and/or {c) WeUands equal to or greater than ten (10) acres in size and having three (3) or more vegetation dasses, one of which is open water: and/or (d) The presence of plant associations of infrequent occurrence; or at the geographic limits of their occurrence; and/or ii. Category 2: Category 2 wetlands are wetlands which meet one or more of the following criteria: (a) WeUands that are not Category 1 or 3 weUands; and/or (b) WeUands that have heron rookeries or osprey nests, but are not Category 1 weUands; and/or (c) WeUands of any size located at the headwaters of a watercourse, i.e., a weUand with a perennial or seasonal outflow channel, but with no defined influent channel, but are not Category 1 weUands; and/or (d) WeUands having minimum existing evidence of human-ralated physical alteration such as diking, ditching or channelization; and/or iii. Category 3: Category 3 wetlands are wetlands which meet one or more of the following criteria: (a) WeUands that are severely disturbed. Severely disturbed weUands are wetlands which meet the following criteria: (1) Are characterized by hydrologic isolation, human-related hydrologic alterations such as diking, ditching, channelization and/or ouUet modification; and (2) Have soils alterations such as the presence of fin. soil removal and/or oompactlon of soils; and (3) May have altered vegetation. (b) WeUands that are newly emerying. Newly emerying weUands are: (1) WeUands occurring on top offiU materials; and (2) Characterized by emergent vegetation, low plant species richness and used minimally by wildlife. These wetlands are generally found in the areas such as the Green River Valley and Black River Drainage Basin. (c) All other weUands not classified as Category 1 or 2 such as smaller, high qualtty weHands. The off-site wetland does not meet the Category I criteria as the overall size ofthis wetland is approximately 0.75acres, has no known use by any listed species based upon Priority Habitat map review, and has no plant associations of infrequent occurrences. In addition it does not meet the criteria of a Category 3 wetland either. This off-site wetland best meets the criteria of a Category 2 wetland, as a wetland with minimum evidence of recent human related physical alteration, but not meeting the criteria of a Category I or Category 3 wetland. Typically, Category 2 wetlands have a 50' buffer measured from the wetland edge. 4.0 FUNCTIONS AND VALUES Skagen!#l l-141 Sewall Wetland Consulting. Inc. October 21. 201 I Page 7 Off-site Wetland-The off-site wetland was rated using the Washington Department of Ecology Wetland Rating System to determine approximate functional values of the wetland. This wetland (from our previous work on the off-site property) scored a total of 35 points indicating a Category 3 wetland under this system which indicates moderate overall functional value. Its score for water quality function was 14 points, which is of moderate value, and its hydrologic function was relatively low at 8 points, and its habitat value moderate, at 17 points. Factors reducing its hydrologic function include the fact it is a slope wetland and it has little flood storage value. Habitat value for this wetland is moderate due to the lack of any unique features, and the close proximity of development near portions of the wetland. 5.0 REGULATIONS In addition to the wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404{b) of the Clean Water Act. Due to the increasing emphasis on Endangered Species Act compliance for all fills of Waters of the United State and Waters of the State, both the Corps of Engineers and Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams for this project. 6.0 PROPOSED PROJECT The proposed project is the construction of a 4 Lot plat with associated infrastructure. No impacts to the off-site wetland or its buffer are proposed. The 50' wetland buffer extends a short distance onto the site and is in an area designated as an Open Space Tract in the plat. Skagen/#! 1-141 Sewall Wetland Consulting, inc. October 21. 2011 Page8 If you have any questions regarding this report, please call us at (253) 859-0515 or at esewall@sewallwc.com Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetlands Ecologist PWS #212 . REFERENCES Olympus Villa Sewall Wetland Consulting, Inc. December 16, 2010 Page 9 Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, D. C. Daubenmire, R. 1959. A canopy-coverage method ofvegctational analysis. Northwest Science 33:43-64. Diers, R. and J.L. Anderson. 1984. Development of Soil Mottling. Soil Survey Horizons, Winter 1984, pg 9-15. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. City of Renton Municipal Code Hitchcock, C. and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Pub!. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988, U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26.9) May 1988. ~- --+-----T_J ___ ,---~-// ~ I I I \.// / f"-r I I I '( // II I I I I \ / ':,. 1 ; I I '7', / ,.,. , • -. 1"~~ , V %"}/ · I _r __ 1 _______ 1_1_ _______ J __ _.. ______ t __ l__;_ ____ __j_ - -=1----i--i_ ____ ,_,.. __ ~-~-----+' ~ I I --------- ___ L___ ' ..,_L_ -~, ' .,.,.._. ___ ""1 ..,-------T-..,..1'T=--------· -- 1 I [n : , , ------,, ,------"--;, ,-------,-=i !"1,-(i-~ ,.. , l I ,•, ,11 :1: ]!, --V""II \· "\. .. ~-·-- • I I f I·-~ I I I 1 1 j / ~~/'<., : ! Ir/ •,_ I I ' ·1 : f l -/\. / '-'.'>. I I :: le ie j,,',;.,fo U: i@ U,1 i0 ~ Bi~ ,\ .\~\~ ·v· ----+--~: • , • Ji:~. '"·111 ~: • ~,I' ~ ,~i: i' · "i\ . ' ' ,.,. 'I' I :, -~, ____, II I I , i < 1 I 11 I l'I) I I : : It I I < I I o I \ I f lL ______ alL ___ , ___ alL ___ • _ ,>L. ____ alL_ 1 ____ JL. , , I I -I 111 : : ,t: :1: : I ,. I ~ , ___ _Ll, _ _L __ _L_ I 1;-----\ , I 1( --«im' -!{-ii ~. I I l:::J. '6 ~ -;,:::;:: \ I I r ~i~ ..,"'~;;::;'- • I IQ ..---......... ~ 'll;-~-°"" 1 1 I colll~ _.-"'"' ··,.,,,;:_..,,., r·-t·-r-----, HH U ~~~~ H ,~n .. 'i~~ -·· ;i~a ij!~· •• ~1 PRELIMINARY SHORT PLAT \ ~z I I I I: PLAT GEOMETRICS ! =-. liD CliD, e ·, . 'I SKAGEN 5 LOT SHORT --I -·--.. --I , ! QT'for..rai PLAT ----.. --- ~ ~ i z "' ; !(l !" -"' ~ N N z " "' f" "' I" ;ii ;:: w "' tJ " .. z N N w z E i --------... --·-· -----~an._' -· l_ Vld -~-I I'.' -I l_tlOHS l_Ol <; N381;1 >iS ,~, i ~ & I I NVld AVMGVO>J 'i' c>NJGV>Jc> : d I I ~ Vld ~>JOHS A>JVNl~ll3>Jd I • • ; ~ < • i f < .. -: ,::--; ~iunn I f L11 1h1 fl I l l .u uH I I I I I I I I I " i "' t LH f.-t~HH1 fl p ·p·. '3[ if~,J· Lil •j1h! l~!h dJA I II II I I I I :i i JJ i -• -.11 -~ -l -,<> • thUpj11J ~ •11,, • !i HHuidJ II I I I I I I I I I \1 r ! I ; < • ! f j I ! • I -1TI I IH { ~~~ i J f '" 111 t !!! ! l i < < 1 f ~ f ah \') ~ ' n. J. • i I l V l ! f I Wetland nNTK or n11111bcf .,,,T~ :s ,'1-<.. I-<-'tt.....) +... ,....,.,..n..._ WETLAND RA TING FORM -WF.STERN WASHINGTON Vtrtiol! 1. Updated J11\y 200& to ino:na,e ~ and ~lily alllCJl!I IIHn Up,W:ed 0:1 200I ~ lht-WDPW ddlllillOllf i>r pricnry tisbil.&11 Nu,.,r.,u.,d(if~-;+,J • .,frs,k °'"'"''"'"'' -r-,1,;,~tl..,. 't-/l·O] Raced by ,£/ TiaincdbyEcokll)'? Yes::1',lo_ DateoftaininL.._ Sl:::C: TWNSHP:_RNGE:_ llS/T/RinAppendixD? Ye,_ No_ Mapofwet.landun1t:Flgure __ Eatlmat.d•lza ,. 75"°-..~ SUMMARY OF RATING C•lqory baud on FUNCTIONS provided by wetland I_ 11_ Ill_ IV_ Cate~ry I .. Scan >a70 Caccaory n -s«>n:: s 1 ·69 Catesury Ill -Score l0-50 Cate.111orv IV• Sc-Ore<: JO Score ro, Water Qw,lity Function! Scon:: for Hydrolo1ic F11t1clions 5c:ofl' for Habital Functions TOT AL KON ror Fll•clilHII C•ltgory based on SPECIAL CHARA9°2RlSTICS otweUand I_ II_ Does not Apply_.(" ; Final CateEO,Y (••-<>•"bi&b"'" Qlq,., 0-.m ,bove) ~ Coa1tal Lagooa Iatcrdaaal Nooe oftbe abovi: Wet\mcl Rali119 Ponn -'"'qtc:m W-'1mpon ~i:riion 2 To be IINd 'Mit, &oloJ), Plillicalion 04.0.C:ZS Alll>.1Sl 20Q,,I W~land 1111M or n\lfflllcr Don the wetland unit belnr: rated med any of the criteria below'! [f you answer YES to 1r1y of the quationJ below you will need to prote,;t the wed111d 1coording IO the replaoons n::prding the special characicriitfos found in the wetlasid. For 1hr purposei of this r1tin1 systi:m. ~doc:wnem:cd" means the wetland is on !he 'ace stati: or federal database. SP2. Hru l/w wetlaNJll11lt l,«11 dont11tt1thl a1 Jsabilalfar a11y StaU! /Ur,d 'Thualrnrd ar Elula11ger,ed ••Ulllll sprdc? For the pwpo:!et of this rali11g S)1tcm, "docl!IDCntcd" means the wi:tland is on the appropnati: state databau. Note: Wrtlands with Staie lisUd plan! apecirs arc: caiegorized u C11e1o,y I Natural Heritage Wetlands {see p. 19 of dlta form). SPJ. Doa drr 1,1akuuJ Mllil COlftoi11 illdi.-iduals of Priority Jpcc/a II.st~ by tlir WDFW for tire 11414!? SP4. ~s tile wa/411d unit nal't a local s1t,lifkflncr in addition 10 iu fimdio,u? For u.ample, lhc 1111tland hu bee!! identified in thr Shotelior Master Ptop'am, lhc: Critical Areas Ordinance, or in I local man&gemtnt plan .as h1VU111 special si,nificance. To comolett th, next pan eftbe data sheet ypu will need tO determine tbe Hvrftaygmon,bic Gass ecrtw Wfllaa4 bCWr roted The hydro1eomorphic claui!ication &rollJ>!I wetlands into those Iha! f.inction in similar wa~. This simp!ifie, the questions ueed.cd to answi:r how well the wetland functions. The llydroge:imorphic Clalj of I wetland can be delCnnined LI.Sin& the k:ry below. S« p. 24 for mo~ deuiled inru\Jctions on clwifyjn1 wetlano:b. W~land btirc roon -.. e.icm Watan11on ~erJiOll 2 l}p4aled ..,j\11 aew WOPW detlnilio,w Oct 200a Ausur. 20CM I I • i ! I i • i I • i 1~1 r-~ -.:, ii!o~ a lj .8 • 1 ! lg .. ~:~ 0 , 8 ·-_i:: ii? .f ;s .<:. ., 1 ; + +. l ~I~~ ~ li ~~ "'. < ~. 151! I ~ :: ,:: ,,. -,1 • l • 2 ..... ' ~ j] 'o ~ i t ti ;i! r. .= ! ~-+ ,<! 1" ·-li -~ ~ .. ;j f ' .. ! • • il ~ ~ !t § . -} ~. • 1l ... . -~; ' ·~ t:£ :J C o -E ~ ~i .8 .8 ·~ ~ . -~ -~ 0 • ~ ' g . . !i ! i .s ~ I. ~~ ~i ·13 ,. •::, .~ ·i~ n .. N '1 ,s ~ . h § -s r ~ t ·e n 8:: • ~, " ~" '.:: .2 <2 ,! • > I i • ! ] ; , -. ~ r1!1P.~ l'I ~ f--'--+----+---+' -·.:C'"-1 ___ • --1---1 "' "' I I ·~ r-1 i N ! Y1!1 t ,JI ~ --l----+--J!•L-___ -;•._ .... _., _____ • _ __,......., "' I ! • I ! I i • ! ! I j I ,.J i " - I t • I 1 : i • ! I • \___ ------ ,. ,y, ,r-' ) - Wrtland -~ or number H 2.4 Weclap;l [ M4119PI! /d1oou die,,,.. dncnption of tlw 1-baipe aruurtd 1/w >Wtla11d 01111 bUl/lti)(l#p. '') There ar, a1 least 3 other wet.land5 widlin ~ nle.. and lbc c:oamcticm bctw11m thau are rcwively undut\lrbtd (liaht IJIZini: bcrw.a w«ladl OK, 1.5 i11w lhore wilb tome boacWla, buc CODDMtiom should NOT be bitBcti:d by pawd mdJ,, fill, fieldl., ~ dcYCliJ~. pomrs- Tbe "'9tland is Lake-frinae on a lake with littledbnarbaou IDd there are l other ae wotJands within ~ mik poiab-5 Tbm ut1 at lent 3 other wctlmd.i within V. mile, BUT die eonnectioas behr,,Bea them~ dilturbc:d poino -J The wetland ii Lake-lnnp on a Wee 1"tb d~ llld theft an 3 other lake-mllse wetland wkbin 'I. mile poinb • J Tbm ii al lent l wedaod ..-ithin \I, mile. points• 2 There an DO wetlands wilhiii V. mile. points -O 6 H :Z. TOTAL~-oppo,tuni1y Corprovidln1habiW f-1--1 --1 Add IA, ICOP"ltl Hl.J H2.1 H2.J H2,4 I ! TOTAL forH I frotnpa1e 14 -i-• Total Score for Habitat Fwactlo-u---.,.--lli-,--po-,,-.-,-,.-H-l,-H-2-,,d-,.-,-oNl-lh<-rauJt on -,-.:;-- 1\.1. Wetland R&ii"I Fam, -~ Wahint1Pn l 1 va-i:ion 2 Upda&cd with .,.. WDPW dellaitio,.i Ocl. lOOI A"111112004 W flluid IIGl'IC Of 11urnber CATEGORIZATION BASED ON SPECIAL CHARACTERISTJCS Please ddtlffliMt if lite Jfftl""4 MUG tlte attribuks described IHl11w and circle tlte oppropri4u GIISW""' ltlld CtllqDry, ~:l,11fapply.10 tltt--il/Ul4. Circle the C#i.,ory whP tM .• ft,,ut, SC 1.0 hturtae weUaach (S#p, If) Does the wetland unit meet the following criterili for Estuarine wetlands? -The dominant water regime is 1kiiil, -Ve1eta.ted, a11d -With , salinity are•ter than 0.5 ppt YES"' Go1t1SC l.l NO/ SC I. J 1.1 the weibnd unit within a Nationa.l Wildlife Refu&e:, Nllion1J Park, National blury Rcierve, Natuni Am PTQcrvc, Stllte Park or Educational, Envin:mmentaI, or Scientific Rese,vc dai(nlted imdct WAC 332-30-1 SJ? YES • <;:_at,egory_l __ NO go lo SC \.l SC 1.2 Uthe wetland uni1 .r lcut I am in size and meet11t leut tw(I of the fotlowin& lhru condition,? YES • Category I NO .. Category !I -The wetland is relatively undis1urbec:I (blJ oo diking, ditching, filling, cultivation, vazini. and has lea than IO';. cover of non•native plant lll)«ia. If the non-native Sparturo spp. are the only species that co'tfff more thin 10% of the wetland, lhen the wclland rhould be 1iven a dual nit:ing (UII). The area of Spll'tlna would be T$d a Catcaory JI while thf: relatively undi.Jturbed upper marsh with native spcciu would be a C1tc1ory \. Do !IOI, however, u,c1udc I.he area of Spartina in detmninin& the size tflrahold of 1 ICfC. -Al least¥. of the landward ed1c of the wcdand hu 1 100 n buffer of shnlb, forest. or IID·gr&Ud or un-mowed annland. -The wetland bl111 lcast 2 of tM followin1 fcarum: tidal channels, dt~iaiu with open w,ter, or contiauous freshwater wetland$. Wdland!wi ... F«m-wellffl!WNhin11Dn 11 vrr'l!Oft 2 Updalcd widl -WOfW dc-!inilwoal Cl« lOOI ,'u1.-t2004 C1tqory Ctt. I CaLI Cit. II Dual r1dng I/II W~w,d na,nc i:,r nll:Tlffl SC 2.0 NaHiral Hnitaae Wedandt (!lffp. 11) Na tun.I Heritqe wetlmds have been identifled by lhe Wuhinston Nat\lrll Heritage Pn:ignm/ONR as either hish quality undistmbed wctlandl or wetlands IJ\ac support state Threatmed, Endansered, or Sensitive plan1 species. SC 2.1 b the wetland llllil bcina: rated in I ScctiorfloWlllhip/Ran.F Ch.al contail\5 a Natural Heritage wetland? (llil.J qHsrlrM iJ iu-1 lo ,0«11 owl ,,,cul 1ite, before )'OU nm/ lo coNact WNHPIDNR) Sff/R inrOf"ll>Mion l'klffl Awmfix D _ °' 11.mnd &um WNHP/DN!t web 1ile YES __ -contact WNHPIDNR(:teep. 79)and,oto SC2.2 NO SC 2.2 Has ONR identified the weli&nd u a high quaJity2 wetland or a! or u I si~ with Wile lhrutened or endanpred pt.nl species? YES .. Caies:ory I NO CI Heritage Wetland SC J.O llap (u• p. 11) Dou r;he wetland uni I (or H)' part of tltt Hit) meet bod! the criteria for soils and veaetation in bop? V,• tM ffYb#low to /M,ifih if tire ...,,la,,,J I.J II bog. l/ytn1 AIISWU Yff ,.If will stJJl 11•d,. NU IJI, 1Nt/~ Hfftl 1M 1/sfuctlll,ts. Does the unit have Ol'Jlnic soil homoN (i.e. l1)'11rs or orpnic &oil). either p,eau or mucks, that compose 16 inches or man: or the firsi 32 inches of the soil profile? (See Appettdix. B fora tie~ ke:yto idenlify orpnk soils)? Yes· ~~~3 ~-~to~2 2. Don lhe unit hive organic soils. either peats or mucks that are te,s than 16 incbf:1 deep over bedJOck, or an impermeable hardpan such u clay or volcanic: ub, or 1hat are floating on a lake or pond? Yes· ltl lo Q. 3 No • ls not a bo1 for puTl)Ose of ratin1 3. Docs the W'lit have mor11 than 70'.4 ooverofmosses 11 ground level, AND othct planu, iCpment, ct1nsi:1t of the '"hos" species lilted in Table 3 u a significant componen1 of the vcjCltlrion (more than JO% or the total shnib and hffllauold cover consisa of species in Table 3)? Ves-ls1bo1forpwpose0Cratins No-gotoQ.4 NOTE: If you are uncertain abo\lt the extent ofmosxs in the understory you may subllitute that criterion by mnwrina the pH of the water that seepa into • hole du, 11 Jeut l~" dee:p. If the pH ia lea. than S O and the "boa" plant species In Table 3 n praem, the wetLand is a bo1. /. 11 the unil fOfUled (> 30% cover) with ,ilb spruce. 1ubalpine fir, western red cedar, west.em hemlock, lodppok: pine, QUWD1 upen, En1lenwm'1 spnioe, or watem. white pine, WITH any of the · (or combination of species) on the bo1 apecies plant list In Table 3 t:ipifkant COff1>0nent oftbe sroimd cover (> 30% aiwragt of lh l sli,v/J/1,o-bacrow co-..r)? 2, ves • CIIW!iOJY 1 No Ill not a boa forpurpoaeofratina Wdlwndlhlinsform-wntmiWa~ ISi ._..on l u~ ... ith 11P' WDPW dcfinilio .. Oel 2008 AIIJ\1112004 C.11. I Cat. I W,;ti.r,.d llifflC or n11111bei" SC 4.0 Fo~ld Wed11acil (s# p. ff) Does the wedmd wiit have 11 least 1 acre of forat that meet one of~ criicria for the Department offish and Wildlife's forest1 u priorhyhabitaes? Jfyoii dutWr ~ yo11 will ,rdll need lo rale lltt welUnrd baJuJ 011 its }MIWi~. -Old,-p-owdl forntl: (\\/ell ofCucade cres1) Stands of at lwl two tree .sp«ies, (omrin1 a mulli·la~mi canopy with occuional small openinp: with at least 8 trea/acrc (20 trcn/hectare) that m at leas I 200 )Ur! of ase OR have a d:iamelel" at breast hciaht (dbh) of 32 inches (81 cm) CIT mo~ NOTE: The crilff"K:ln (CIT dbh is based on meulJlCfflfflt.s for upland forests. Two-hundred yeu old trees in wetlands will of'lm have 11maller dbh becauu !heir grow!Ji nzes are often slower. The DFW cricerion i,; and "OR" 10 old-powth fo~ do not necn..wily have to have trees of this diameter. -M.1tun fon1h: (wesl o(the CuadeCrut) Sun(b wheff, the i.raest trtt:s are 80 -200 year, old OR have avena:e diU11eters (dbh) CJ.ceeding 21 inches (SJcm); crown cover ma)' be less thal 100"/•; decay, deeadence. numbers of sn.ars, and quantil)' oflll)(! doL is generally less than that found in old·growth. YES • Cata:,ory I NO _not a forested ... ellaad w11h ,~itl cl11sa,i;tnistic1 SC !1.0 Wetl.1Bdt I• Co11t.11 L11oe111 (lff p. '1) Does the wetland rneel all ohhe following criteria of a we!land in acoase&l lagoon·r -The wetland lie1 i.n a depn:ssion adj.lcent to marine w,~rs Chai is wholly or putiall)' !epltlted from marine walen by undba.nkJ, gravel bank:s, shinale, or, loss frequently. nx:kJ -The l&,oon in which the we1land is localed contain• surface water that is saline or brackish(> 0.5 pp\) durin~ year.in 11 \e.ul • portion or the l&p11 (nuds to bt lll401Ured" tht /JQttoM) YES .. Go to SC 5 I NO_ not a wetland 11111 coastal ltgoon SC 5.1 Does the wetland meets all of the following three conditiona? -The wetland is rdatively Wldistwbed (has no diking, ditchina, filling, cultivation, arazini), and hu lesa than 20".4 cover of invasive plant species (see lilt o(Lnvasive specie1 on p. 74). -At least Y. of the Wldw1rd edf:e of the wetland has a ! 00 ft buffer or shrub, forat, or Ull·JJUCd or un--mowed gra,.sland. -The wetland i1 lqerthan I/JO a,o;re (4JSO s.q~ feel) YES • Category l NO-C1tegory II Wetland Rali111 Form -..,escem Wlffln110n 10 ~mion 2 lJp1akd .,lh nP WOFW «dnitiin Ort iooa A.IIU'l 200-4 C11. I ' Cal,I Cal. JI - w~iland !IUT11 or number SC 6.0 lnterdual Wetl.Md• (uw p. JJ) Is the wettand wiit wCIC of1he IS89 linc (1lso called yffleffl Bovnd&ryofUpland Ownership or WBUO)? ../.:. _ ;.,, YES -ao to SC 6.1 NO_ not m inecrdunal wetland for ratins lfyo11 .,.IIWr ya Jlft """1 $dll lJ,lff r. l'*'4 fial-"-" 6--"" ID f1111cta,u, 1n pmtical temu lhat mcan11he rollowin, geo,raphic areu: Lon1 Beach Penimula-l1ndl Yt'Cll:ofSR 103 • Grayland-Wcslp<m-lands west of SR 105 • OceanSbores-Cop11li1-landswcstofSR ll5andSR 109 SC 6.1 II the wetland Olle acre or la!JU, or is it in I mouic of~ Wt is onC<J: •en: or llfler? YES .. Catcgoryll NO-aotoSC6.2 I cit.II SC 6. 2 Is the unit between 0.1 and I acre, or is it in a moui<: of"""dands that is between 0.1 and I acrc? YES .. C..rEIOf'Y ID I Cat. Ill Weil&n0Jt.atiricF--wa1emWalw>pon 21 venion 2 Updmd will! MW WDFW dn!nitior. 0.C 200I AIJ&lll! 2004 /Vft- ' l I I 5rpt REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED SKAGEN PLAT RENTON, WASHINGTON S&EE JOB NO. 1115 OCTOBER 14, 2011 RECEIVED Ji'\N 2 0 2015 CITY Of RtNlON ,;i /\" it--,l\NG [)'.VISION IC L'< S&EE ,S&i! SOIL & ENVIRONMENTAL ENGINEERS, INC. 16625 Redmond Way, Suite M 124, Redmond, Washington 98052, H25) 868-5868 Mr. Phil Kitzes PK Enterprises 23035 SE 263"' Street Maple Valley, WA 98038 October I 4, 20 I I Report Geotechnical Investigation Proposed Skagen Short Plat Talbot Rd S and S I 98" Pl, Renton, WA We are pleased to present herewith our Report ofGeotechnical Investigation for the referenced project. Our services were authorized by Mr. Mike Skagen on July 28, 2011, and have been provided in accordance with our proposal dated July 27, 2011. We appreciate the opportunity to provide our services. Should you have any question regarding the contents of this report or require additional information, please call. l-/v6v'. 20/L ] CC: Mr. Steve Lee 11 ! 5rpt Very truly yours, SOIL & ENVIRONMENTAL ENGINEERS, INC. C. J. Shin, Ph.D., P.E. President /0-ly.-// S&EE ,- ' TABLE OF CONTENTS Section 1.0 INTRODUCTION •.....•..............•..............•............•.....•................•.•.....•...................•...•..•.................••....•.•......... I 2.0 SCOPE OF SERVICES .•.........•.•.............•........••...............•.•...•.................•......................•..........•.•..................... I 3.0 SITE CONDITIONS ............................................................................................................................................ 2 3.1 SURFACE CONDITIONS ................................................................................................................................ 2 3.2 GEOLOGIC INFORMATION ........................................................................................................................... 2 3.3 COAL MINE HAZARDS ................................................................................................................................... 2 3.4 TEST PIT FINDINGS ........................................................................................................................................ 2 4.0 CONCLUSIONS AND RECOMMENDATIONS .............................................................................................. 4 4.1 GENERAL ........................................................................................................................................................ 4 4.2 FOUNDATION SUPPORT ............................................................................................................................... 4 4.2.1 SPREAD FOOTINGS •...............................................•..............................................•........................................... 4 4.2.2 PIN-PILE FOUNDATIONS ......•.........................................•.................................................................................. 5 4.3 LATERAL EARTH PRESSURES ..................................................................................................................... 6 4.4 SITE PREPARATION, STRUCTURAL FILL AND DRAINAGE ................................................................ 7 4.5 SITE INFILTRATION ....................................................................................................................................... 8 4.6 TEMPORARY AND PERMANENT EXCAVATIONS .................................................................................... 9 4.7 PROTECTION AND SETBACK FROM STEEP SLOPE ............................................................................... 9 4.8 SLAB SUPPORT....................... . .................................................................................................. 10 4.9 FLEXIBLE PAVEMENT ............................................................................................................................... 10 4.10 SEISMIC CONSIDERATIONS .................................................................................................................... 11 4.11 ADDITIONAL SERVICES .......................................................................................................................... 11 5.0 CLOSURE .......................................................................................................................................................... 12 FIGURE I: SITE LOCATION MAP FIGURE 2: SITE AND EXPLORATION PLAN FIGURE 3: SURCHARGE LOAD ON SUBSURFACE WALLS APPENDIX A: FIELD EXPLORATION LOGS AND KEY 11 I 5rp1 S&EE ' REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED SKAGEN SHORT PLAT RENTON, WA for Mr. Mike Skagen 1.0 INTRODUCTION We present in this report the results of our geotechnical investigation for the proposed development. The site is located at the intersection ofS 198 1h Place and Talbot Road in Renton, Washington. A site location map is shown in Figure I and a site and exploration plan is shown in Figure 2, both are included at the end of this report. We understand that the proposed development will involve 5 single-family lots, new access roads, and storm water infiltration trenches. For the purpose of this study, we have assumed that the structural load offuture houses will be typical of residential homes. 2.0 SCOPE OF SERVICES The purpose of our geotechnical investigation is to develop geotechnical recommendations regarding site preparation and foundation support. Specifically, our services included: I. Review of available geologic information for the site and its vicinity. 2. Review of published information for potential coal mine and landslide hazards. 3. Recommendations regarding type of foundation support. 4. Recommendations regarding active and at-rest earth pressures to be used for the design of any retaining structures. 5. Recommendations regarding passive soil resistance and coefficient of friction for the resistance of lateral loads. 6. Recommendations regarding temporary and permanent cut slopes. 7. Recommendations regarding support for slab-on-grade. Ill 5rpt S&EE 8. Recommendations regarding pavement design. 9. Recommendations regarding type of soil for seismic design. I 0. Recommendations regarding site preparation, including removal of unsuitable soils, suitability of onsite soils for use as fill, fill placement techniques, and compaction criteria. I I. Five copies of a written geotechnical report containing a site plan, test pit logs, a description of subsurface conditions, and our findings and recommendations. 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS The property is located in a residential area. Talbot Road borders the site to the west and the un-opened S I 98'h Place borders the site to the south. Single-family residences are present to the east and an open space is present to the north. Topographically, the site descends gently northward at about I 0% to 15%, except for the eastern and northern portions of the site where steep slopes on the order of 30% to 40% are present. At the time of this report, the slope areas of the site are covered with dense trees whereas the flat area was covered with tall grass. 3.2 GEOLOGIC INFORMATION Published geologic information (Geologic Map of The Renton Quadrangle, King County. Washington by D.R. Mullineaux, 1965) indicates that the site area is underlain by Stratified drift (Qsr). The materials include well sorted, virtually un-weathered sand and pebble gravel. 3.3 COAL MINE HAZARDS Coal mine hazards map prepared by City of Renton, Public Works Department, Technical Services, May 21, 2009 indicates no known mine at the site. Sensitive Areas Map published by King County indicates that landslide hazards areas are located to the south of subject property. 1115rpt 2 S&EE 3.4 TEST PIT FINDINGS The subsurface conditions underlying the site were explored by the excavation of 5 test pits, TP-1 to TP-5. The approximate test pit locations are shown on Figure 2. Details of the field exploration program and the test pit logs are included in Appendix A. Test pits TP-1 to TP-4 were excavated in the proposed residential lots. These test pits reveal that the lot areas are covered by about 4 to 7 feet ofun-documented fill. The fill materials include brown and dark brown silty sand with gravel, trace (about 5% by weight) organic matters and trace debris such as plastic, glass, brick and metal. The fill soil was loose to medium dense. Except at TP-2 where two feet thick of dense silty sand was found below the fill, the fill is underlain by sand with trace gravel. This sand is medium dense to dense. Judging from its color, constitution and density, we believe that this material is a native soil identified as the stratified drift in the geologic map. All our test pits were tenninated in this unit at a depth of IO feet. TP-5 was excavated on a steep slope in the northern portion of the site. The pit encountered dense native sand from the ground surface to a depth of IO feet. No groundwater was encountered in any test pit. However, the moisture contents of the subsoils generally increase with depths. 11/Srpt 3 S&EE 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 GENERAL It is our opinion that the proposed development is feasible from a geotechnical standpoint. Our explorations indicate that the site area is covered by un-document fill which is underlain by competent native soils. Due to the unknown nature of the fill, we believe that the risk of excessive foundation settlement is too high if the building load is founded on the fill. Therefore, we recommend that conventional spread footings penetrate the existing fill and be founded on the native dense sand. As an alternative, building load can be supported on grade beams and small diameter pipe piles (pin piles). Details of our recommendations are presented in the following sections. 4.2 FOUNDATION SUPPORT 4.2.1 Spread Footings As indicated above, spread footings must penetrate the existing fill and be founded on the native, dense sand below the fill. Recommendations for footing design and construction are presented below. Allowable Bearing Loads: Footings may be designed using an allowable bearing load ofJ,000 psf (pounds per square feet). This value includes a safety factor of at least 3, and can be increased by one-third for wind and seismic loads. Settlement: Interior column footings designed in accordance with the above recommendations are expected to experience approximately 1/2 inch of total settlement. Continuous wall footings should experience settlement of about 1/4 to 1/2 inch. Differential settlement between adjacent footings is expected to be about 1/4 inch. The settlement will occur rapidly, essentially as the loads are applied. Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the footing sides and the friction at the contact of the footing bottom and bearing materials. The former can be obtained using an equivalent fluid density of250 pounds per cubic foot (pct), and the latter using a coefficient of friction of0.5. These values include a safety factor of 1.5. Footing Near Slopes: For any footings near slopes of 15 percent or steeper, the bottom of the footing must be positioned in such a way that the horizontal distance from the outside footing edge to the slope face is at least IO feet. 1115rp1 S&EE Footing Construction: All footing subgrade should be observed by an engineer from our office. Our engineer shall confirm the bearing capacity of the subgrade material and provided recommendation for subgrade preparation, if necessary. If our test pits coincide with the future footing locations, the upper 4 feet of the backfill in the test pits should be removed and then backfilled with structural fill. All exterior footings should be founded at least 18 inches below the adjacent finished grade to provide protection against frost action, and should be at least 18 inches in width to facilitate construction. 4.2.2 Pin-Pile Foundations The pin piles should be 2-inch diameter, galvanized, steel pipe piles. Each pile should penetrate the existing fill and be driven to refusal. We anticipate that the pile embedment depths will range from 15 to 20 feet. The pile installation should be monitored by an engineer from our office. Our engineer shall confirm the capacity of each pile and provide recommendation when necessary. The following pile capacities are recommended for design purposes. These capacities include a safety factor about 2, and can be increased by one-third for wind and seismic loads. Maximum pile settlement is expected to be less than Y, inch. Pile Diameter Downward Pile Capacity (inches) (kips per pile) 2 4 Upward Pile Capacity (kips per pile) 2 Minimum Hammer Weight (pounds) 125 Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the grade beam sides. This pressure can be obtained using an equivalent fluid density of250 pounds per cubic foot (pcf). The value includes a safety factor of I .5. Due to their small diameter, the lateral capacity of vertical pin piles is relatively small. If additional lateral resistance is required, we recommend the use of battered piles. The lateral capacity of such battered pile is equal to one-half of the lateral component of the downward capacity. 11 /Srpt 5 S&EE 4.3 LATERAL EARTH PRESSURES Lateral earth pressures on retaining walls or pennanent subsurface walls, and resistance to lateral loads may be estimated using the following recommended soil parameters: Equivalent Fluid Unit Weight (PCF) Coefficient of Friction Active Atcrest Passive Native Soils or 40 50 250 0.5 Structural Fill Note: Hydrostatic pressures are not included in the above lateral earth pressures. The active case applies to walls that are pennitted to rotate or translate away from the retained soil by approximately 0.002H, where His the height of the wall. This would be appropriate for a cantilever retaining wall. The at-rest case applies to unyielding walls, and would be appropriate for walls that are structurally restrained from lateral deflection such as basement walls, utility trenches and pits. SURCHARGE INDUCED LATERAL LOADS I) Additional lateral earth pressures will result from surcharge loads from floor slabs or pavements for parking that are located immediately adjacent to the walls. The surcharge-induced lateral earth pressures are unifonn over the depth of the wall. Surcharge-induced lateral pressures for the "active" case may be calculated by multiplying the applied vertical pressure (in psf) by the active earth pressure coefficient (Ka). The value of Ka may be taken as 0.3. The surcharge-induced lateral pressures for the "at-rest" case are similarly calculated using an at-rest earth pressure coefficient (Ko) of0.5. For surcharge loads that are not adjacent to the wall, the induced lateral earth pressure will depend on the magnitude of the surcharge and the distance from the wall. Such induced lateral load can be estimated using the equations shown on Figure 3. 2) The slope-induced lateral earth pressure can be accounted for by increasing the effective height of the wall by one-half the slope height. For back slope continues beyond a horizontal distance equal to the height of the wall, only the part of slope-rise within this horizontal distance should be considered. 1115rpt 6 S&EE 3) The traffic-induced lateral earth pressure can be accounted for by increasing the effective wall height by 2 feet. SEISMIC INDUCED LATERAL LOADS Seismic induced lateral loads should be included for the design of retaining walls with imbalanced lateral loads. The dynamic force can be assumed to act at 0.6 H above the wall base. The magnitude can be calculated as 8H (psf), a uniform load over wall height H. BACKFILL IN FRONT OF RETAINING WALLS Backfill in front of the wall should be structural fill. The material and compaction requirements are presented in Section 4.4 of this report. The density of the structural fill can be assumed to be 130 pounds per cubic feet. BACKFILL BEHIND RETAINING WALLS Backfill behind the wall should be free-draining materials which are typically granular soils containing less than 5 percent fines (silt and clay particles) and no particles greater than 4 inches in diameter. The backfill material should be placed in 6 to 8-inch thick horizontal lifts and compacted to at least 95 percent of the maximum density in accordance with ASTM D-1557 test procedures. Care must be taken when compacting backfill adjacent to retaining walls, to avoid creating excessive pressure on the wall. DRAINAGE BEHIND RETAINING WALLS Rigid, perforated drainpipes should be installed behind retaining walls. Drainpipes should be at least 4 inches in diameter, covered by a layer of uniform size drain gravel of at least 12 inches in thickness, and be connected to a suitable discharge location. An adequate number of cleanouts should be installed along the drain line for future maintenance. 4.4 SITE PREPARATION, STRUCTURAL FILL AND DRAINAGE Site preparation should begin with stripping vegetation and topsoil of the structural areas including the driveway, building and slab. The subgrades should then be thoroughly proof-rolled using heavy 1115rpt 7 S&EE construction equipment. Areas which are found to be loose or soft, or which contain organic soils should be over-excavated. An engineer from our office should observe the proof-rolling and evaluate the over- excavation requirements. After stripping, over-excavation and excavation to the design grade, the top 12 inches of the native soils should be re-compacted to at least 92% of their maximum dry density as determined using ASTM D-1557 test procedures (Modified Proctor test). Structural fill can then be placed in the over-excavation and fill areas. The structural fill materials should meet both the material and compaction requirements presented below. Material Requirements: Structural fill should be free of organic and frozen material and should consist of hard durable particles, such as sand, gravel, or quarry-processed stone. The on-site fill soils are suitable only a selected basis whereas the native sand is suitable for structural fill. Due to their silty nature, these soils are moisture-sensitive and should be moisture-conditioned to+/-2% from their optimum moisture contents prior to use. Suitable imported structural fill materials include silty sand, sand, mixture of sand and gravel (pitrun), and crushed rock. The use of quarry spalls and crushed recycled concrete should be evaluated by our engineer. All structural fill material should be approved by our engineer prior to use. Placement and Compaction Requirements: Structural fill should be placed in loose horizontal lifts not exceeding a thickness of 6 to 12 inches, depending on the material type, compaction equipment, and number of passes made by the equipment. Structural fill should be compacted to at least 95% of the maximum dry density as determined using the ASTM D-1557 test procedures. SITE DRAINAGE The site surface should be graded so that surface water is directed away from the structural areas. Standing water should not be allowed. Final site grades should be sloped away from the building unless the area is paved, or yard drains installed to collect surface runoff. 4.5 SITE INFILTRATION It is our opinion that infiltration to the native sand is feasible. Based on our field observation and experience with the material, we recommend an infiltration rate of one inch per hour. We believe that this value includes a safety factor ofat least 3. 1115,pf 8 S&EE Setback from Structures: Infiltration facilities can cause local mounting of groundwater table. This mounting may result in seepage at ground surface in the neighboring properties or facilities. To mitigate such risk, we recommend that the infiltration facilities be located at least 15 feet from any structures. 4.6 TEMPORARY AND PERMANENT EXCAVATIONS When temporary excavations are required during construction, the contractor should be responsible for the safety of their personnel and equipment. The followings cut angles are provided only as a general reference: For temporary excavations less than 3 feet in depth, the cut bank may be excavated vertically. For temporary excavations greater than 3 feet in depth, the cut should be sloped no steeper than I H: IV (one horizontal to one vertical). Flatter slopes for all temporary cuts may be required if seepage occurs. All permanent slopes should be no steeper than 2H: IV. Water should not be allowed to flow uncontrolled over the top of any slope. Also, all permanent slopes should be seeded with the appropriate species of vegetation to reduce erosion and maintain the slope stability. 4.7 PROTECTION AND SETBACK FROM STEEP SLOPE Based on our evaluations, the onsite steep slopes (over 30%) are stable. Provided that the recommendations in this report are followed, we believe the stability of these slope will not be adversely impacted by the development. Please be aware that there is always an inherent risk of slope movement for any development on or near a steep slope. In addition to natural factors (soil, groundwater, heavy rainfall), other factors that may affect stability include excavations, fills, leaking or broken utility, improper drainage, lack of maintenance of drainage facilities or vegetation cover, or unwise actions by adjacent property owners. Therefore, the property owner must be alert of any adverse impacts on the slope and seek immediate consultations from a qualified geotechnical engineer. We recommend the followings for slope protection. I. The existing vegetation on the steep slopes should be protected. Should any part of the slope face becomes bare for any reason, the area must be re-vegetated immediately. 1115rpt 9 S&EE 2. We recommend that a 20-foot buffer from the top and toe of steep slopes (over 30%). No grading and disturbance should be allowed in this buffer. Building setback from the buffer is --not necessary. 4.8 SLAB SUPPORT Assuming that the site is prepared per recommendations presented in Section 4.4 of this report, all slabs can be soil-supported. We envision that the slab subgrade will be disturbed and loosened by construction activities at the time of slab construction. We therefore recommend that the slab subgrade be proof-rolled prior to concrete placement. Any wet and loose areas should be over-excavated and backfilled with structural fill. In order to promote uniform support and provide a capillary break, we recommend that slabs be underlain by a 6 mil. vapor barrier over a 4-inch thick layer of free draining gravel. 4.9 FLEXIBLE PAVEMENT We recommend that the subgrade for flexible pavement be prepared in accordance with the recommendations presented in Section 4.4 SITE PREPARATION. Based on the subsoil conditions, we believe that the prepared subgrade will have a California Bearing Ratio (CBR) of at least I 2. We therefore recommend the following flexible pavement sections for light and medium traffic conditions: Light traffic (Daily EAL~ 5 or less): 2 inches asphaltic concrete over 4 inches base course Medium traffic (Daily EAL~ 20 to 80): 3 inches asphaltic concrete over 6 inches base course The base course should be compacted to at least 95 percent of the maximum dry density as determined by ASTM 0-1557 test method. The material should meet WSDOT aggregate specification 9-03.9(3) and have the following gradation: 1115rp1 Sieve Size I Y.-inch 5/8-inch 1/4-inch US No. 40 US No. 200 o/o Fracture Percent Passing 100 50-80 30-50 3-18 10 7.5 max. 75 min. S&FE 4.10 SEISMIC CONSIDERATIONS We recommend that Site Class C as defined in the 2009 IBC be considered for the building design. The site is underlain by dense soils. As such, the liquefaction potential is negligible. 4.11 ADDITIONAL SERVICES Additional services may be required during the design and construction of the project. We envision that these additional services may include the following: I. Review of design plans. 2. Provision of construction monitoring services. The tasks of our monitoring service typically include the followings: 2.1 Monitoring of site preparation. 2.2 Monitoring of foundations installation. Our representative will confirm the capacity of the foundation bearing soils, and will assist the contractor in evaluating the over-excavation requirements, if any. 2.3 Monitoring the placement and compaction of structural fill. Our representative will confirm the suitability of the fill materials, perform field density tests, and assist the contractor in meeting the compaction requirements. 2.4 Monitoring the installation of subsurface drains. Our representative will confirm that these drains are installed in accordance with our recommendations. 3. Other geotechnical issues deemed necessary. 1115rpt 11 S&EE 5.0 CLOSURE The recommendations presented in this report are provided for design purposes and are based on soil conditions disclosed by field observations and subsurface explorations. Subsurface information presented herein does not constitute a direct or implied warranty that the soil conditions between exploration locations can be directly interpolated or extrapolated or that subsurface conditions and soil variations different from those disclosed by the explorations will not be revealed. The recommendations outlined in this report are based on the assumption that the development plan is consistent with the description provided in this report. If the development plan is changed or subsurface conditions different from those disclosed by the exploration are observed during construction, we should be advised at once so that we can review these conditions, and if necessary, reconsider our design recommendations. 11/ 5rpt 12 S&EE S 5 TH ST SITE ----, > 0 z N 0 .---i 200TH ST ,,: SE </) VJ --' V) Cl 0.. °' C') -' m, Q_ s , 202ND Reference: Prefered Engineering, LLC, 9/29/11 S&EE Job no. 1115 iE </) ::,: <.O ~ I- "' ,.._ "' ST .<$° ·~ ".) 6- 9800 ~ Lu VJ VICINITY MAP SITE ADDRESS: 197XX Talbot Rd S Renton, WA 98055 C, ...., SE 192ND ST LLJ V) ...J a... SE 194TH A I I LLJ '< SE .... V, or = ~ 19!, rH -~ SE 196TH w UJ "! V) V) ~ > <l'. ::,: :c: :c I-f-I- '<f" LO w 0 0 0 ...... ~ - i:: b: w "' :_) > U1 -« I W I ,_ " -' ~~ Q_ SE I ' Figure I Site Location Map <12, TYPE 11-72" 'ALL TO EXIST a TYPE 1---~ lECT TO 112. IOT DISTURB • WATER W SVC TO WM -· • Reference: Drainage & Utility Plan by Proferod Engineering, LLC, 9129/11 S&EE Jub no. 1115 -$-TP-1: Test pit number and approximate location I I oPe'.i SPACE-( TRAGf B \ \,. • ,__ __ 30 15 0 30 60 Figure 2 Site and ExplorationPlan 0 ---)''--m!o.1 ..... -f--. ·, -'>-r.._ l'-, '· -. ", ,, ' ·, m,o.5~ / 0.2 m,o.r---i/ '}/,' ' V m=0...3- :,: ' N C: u. 0.6 0 w :::, _J <t > 0.8 A ~~ ~ .... '.1 ;, ~ j >' I I / /, I I J / / .2 .4 .6 VALUE OF CTH { ~) L FOR m i,. 0.4, ""H{HI_ 0.20n OL -<o.16+n2 >2 PH' 0.550L FOR m>o.4, a; < H ), 1.28m2n R H "Oi: (m2 t-n2)2 :lJRESULTANT P ' 0 ·64 QI -,lo="""',-J H (m2+1) m 0.1 0.3 0.5 0.7 .8 PRESSURES FROM LIIE LOAD QL (BOUSSINESO EQUATION MODIFIED BY EXPERIMENT) Reference: Foundations and Earth Slructures, Design Manual 7.2, Department of the Navy, May 1982 R .60H .60H .56H .48H 1.0 0 ~ ~ 02 O!I 0.8 ID 0 H \ J --~ '- ' "-m ,o.6 ', \ \ J • I V , rv ;f ., • i .5 VALUE cc-- '- " \ \'. m,o.n 'Ji , ;., / "2m,o.4 m ~ R 0.2 .78 .59H 0.4 .78 .59H 0.6 . 45 .48H POINT LCW) Op x,mH Op 1..:.:-'-"-"-'-....J FOR ml,0.4, a: H2 _ 0.28n2 H (<Jp)-(Q16+n2)3 FOR m >0.4, er 1K1, l.77m2n2 H Op (m2+n2)3 "H'' ""H OOS 2 ( 1.19 I ~---1-Jl SECTION A-A PRESSURES FROM POINT LOAO Op (BOUSSINESO EQUATION MODIFIED BY EXPERIMENT) Calculation of Surcharge Loads on Subsurface Walls Figure 3 APPENDIX A FIELD EXPLORATION AND LOGS The soil conditions underlying the project site were explored by the excavation of 5 test pits on August 4, 2011. The approximated test pit locations are shown on Figure 2 -Site and Exploration Plan which is included at the end of this report. The test pits were excavated with a track-mounted excavator. A representative from S&EE was present throughout the exploration to log the subsurface soil conditions. All test pits were backfilled with the excavated soils. The backfill were placed in 2-foot thick lifts and compacted with the trackhoe bucket. Test pit logs are presented in this appendix. A chart showing the Unified Soil Classification System is included at the end of this appendix. 111scp1 S&EE 1) ~ -!C! c~ £ a e •a ! -Q ~o ! ~· ~ ~ QQ: .91 ~~ "' ~ •• ~ 1, 1, 0 ~ .. "' 0 ~.s "' :, 0 SM 111 111 , ! 11' 111 i ! I' 111 / i I' 11 I I. I 11 1 6 111 111 10 I -- Client PK Enterprises Test Pit TP-1 Soil Descnpbon 4 to 6 inches lo psoil and roots Brown and dark brown silly sand with some fine to medium gravel, trace debris (asphalt, clay pipe), trace organics (medium dense)(dry to moist)(FILL) Brown fine to medium sand with trace silt and trace fine to medium gravel (dense)(dry to moist) Test prt completed at a depth of 10 feet. No groundwater and no caving encountered during drifting. Exploration Method: Trackhoe Excavator Exploration Date: August 4, 2011 Figure A-1 S&EE Proposed Short Plat at Talbot Rd. S & S 198th St, Renton £b tic 1115 " ~ c~ '°' ? ~8 ~ ~~ t -% ~ ca:: £ ~ ~~ 8 "fiii £ 0 .s.s 0 6 Client· Exploration Method: Exploration Date: S&EE Job tlo ~1·5 .!!l £ .8 8 1 ~ ~ "' (.) ~ "' "' :::, I. SMI ' I 111 Ii I 'II' I 'i 111 i 11' 111 111 · I SM 1111 , I I I 111 Test Pit TP-2 SoU Descn'ption 4 to 6 inches topsoil with grass roots. Dark brown silly sand wnh trace fine to medium gravel, trace debris (plastic), trace organics (loose lo medium dense)(dry to damp)(FILL) Brown silty fine to coarse sand with fine to coarse gravel (dense)(damp) Grayish brown fine to coarse sand with trace fine to coarse gravel (medium dense to dense)(dry to moist) -brownish gray below 8 feet -less gravel below 9 feet Test pn completed at a depth of 10 feet No groundwater and no caving encountered during drilling. PK Enterprises Trackhoe Excavator August 4, 2011 Figure A-2 Proposed Short Plat at Talbot Rd S & S 198th St, Renton " ~ -"! c~ s 0 b ~o ! -Q (l: E ·~~ 1 ~ ~ ~ Q!l'. ~ € ~ ~~ @-"' Q 131:i (J ~ al ~ UJ 0 .s.s "' ::::, 0 '! SM 111 111 I' I i I I' I ! 1 Ii I 111 111 i 11 i 111, II' I ' 1, , I 11 I! 10 • -- Client: PK Enterprises Test Pit TP-3 Soil Description 4 to 6 inches topsoil with grass roots. Dark brown silty sand with trace fine to medium gravel, lrace debris (plastic, glass), trace organics (loose to medium dense)(dry to damp)(FILL) Grayish brown fine to coarse sand with trace fine to coarse gravel, trace silt and occasional cobbles (dense)(damp to moist) Test prt completed at a depth of 10 feet No groundwater and no caving encountered during drilling. Exploration Method: Trackhoe Excavator Exploration Date: August 4, 2011 Figure A-3 S&EE Proposed Short Plat at Talbot Rd. S & S 198th St, Renton j]b Jo 1115 ? 1 ~ i § ell 0 0 6 ' 10 I -_ -'---I _ Client: Exploration Method: Exploration Date· S&EE " ~ .~ cS ~o Q ,. <., 8 a: "'"' -9' ~~ i '6'6 ~ .E;.S "' .!!) .8 ! "' l) "' ::, I SM '111 1 111 '111 11 i 1 I! I 111 / i I 111, I 11, 111 111 II I . 111 ' I Test Pit TP-4 4 to 6 inches topsoil with grass roots. Brown and dark brown silty sand with some fine to coarse gravel, trace debris (plastic, glass, brick, clay pipe), trace organics (loose to medium dense)(dry)(FILL) Brownish gray fine to coarse sand wrth trace fine to medium gravel, trace silt and occasional cobbles (dense)(moist to wet) Test pit completed at a depth of 10 feet No groundwater and no caving encountered during drilling_ PK Enterprises Trackhoe Excavator August 4, 2011 Figure A-4 Proposed Short Plat at Talbot Rd. S. & S 198th St, Renton 1J ~ c! ., •a " e ~~ ~ ~ ~ QO:'. -s ~~ ~ " " 8 -§£ a 0 iii ..s..s 0 6 ' 10 • · - Client Exploration Method: Exploration Date: S&EE Job :,a 1115 !!! ! Jl Test Pit TP-5 t " "' 0. "' E 0 "' "' Soil Description "' :, 4 to 6 inches topsoil with grass roots. Brown fine to coarse sand with some fine to medium gravel, trace silt (dense)(dry) grayish brown and damp to moist below 4 feet Test prt completed at a depth of 10 feet No groundwater and no caving encountered during drilling. PK Enterprises Trackhoe Excavator August 4, 2011 Figure A-5 Proposed Short Plat at Talbot Rd S & S 198th St, Renton . UNI :D SOIL CLASSIFICATIO SYSTEM DESCRIPTION MAJOR DIVISIONS --+--------- ~-iGw' -, ' r-----+- • i GP • 1 WELL-GRADED GRAVELS OR GRAVEL-SAND MIXTURES, LITTLE OR NO FINES --------------POORLY-GRADED GRAVELS OR GRAVEL-SAND MIXTURES, UTILE OR NO FINES ,.--SIL TY GRAVELS, GRAVEL-SAND-SILT . • GM . MIXTURES • , GC I CLAYEY GRAVELS, GRAVEL-SAND-CLAY • 1 · MIXTURES ' -~-WE-L-L-_G_RA_D_E~D~SA-ND OR GRAVELLY SANDS, LITTLE OR NO FINES -~~~~~=~= POORLY-GRADED SANDS OR GRAVELLY SANDS, UTILE OR NO FINES ! SM i SILTY SANDS, SAND-SILT MIXTURES ' I +------------------- -_------j I i j.. CLEAN GRAVELS (UTn.E OR NO FINES) GRAVELS WITH FINES (APPREClABlE AMOUNT OF FINES) CLEAN SANDS (llTTlf OR NO FINES) _____ __, SANDS WITH FINES . SC : CLAYEY S~~DS, SAND-CLAY MIXTURES _ ,.. : ~iJN~Eg;';'1~~SJ [ 1 • INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SIL TY OR i LL_· CLAYEY FIN!c_SANDS OR CLAYEY SILTS WITH SLIGHT PLASTIC:IT'f__j : . CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY ! SIL TS & CLAYS CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS __ ____j ORGANIC s1-C-rs AND ORGANIC SILT-CLAYS OF LOW I OL PLASTICITY 1 LIQUID LIMIT LESS THAN 50 ·-r INORGANIC SIL TS, MICACEOUS OR-DIATOMACEOUS FINE r-- . MH SANDY OR SILTY SOILS, ELASTIC SILTS i IU~H i ~3.~~ANIC CLAYS OF HIGH PLASTICITY. FAT ----_J c ----, 0 ;;-+-bii'GANIC Cl.A YS OF MEDIUM TO HIGH PLASTICITY, -----f SILTS & CLAYS LIQUID LIMIT GREATER THAN 50 Cf) ..J :: __ ~ ORGANIC SILTS i -p~~~:EAT AND OTHER HIG~L; O~GANIC SOILS -----I_ -----~H~~-~~Y~RGANIC SOILS DEPTH OF STANDARD PENETRATION TEST DEPTH OF UNDISTURBED (SHELBY TUBE) SAMPLE 'l DEPTH OF GROUNDWATER DURING DRILLING S&EE SOIL CLASSIFICATION CHART AND KEY TO EXPLORATION LOG ~ Firsi American st American T1tle Insurance Company 018 Stewart St, Ste 800 Seattle, WA 98101 Ptm -(206)728-0400 (800)82&-7718 Fax - ESCROW COMPANY INFORMATION: Escrow Officer/Closer: MARILYN BROWN X_mkbrown@firstam.com First American Title Insurance Company 24722 104th Ave SE, Ste 100, Kent, WA 98030-5322 Phone: (253)850-5230 -Fax: (800)584-0965 King County Title Team 818 Stewart St, Ste. 800, Seattle, WA 98101 Fax No. (866) 904-2177 Fax No. (866) 561-3729 EMAIL: TITLEKINGWA@firstam.com Pat Fullerton (206) 615-3055 Peter Child (206) 336-0726 Kelly Cornwall (206) 336-0725 Jennifer Salas (206) 615-3011 Kathy J. Turner (206) 336-0724 To: John L Scott Real Estate 4735 NE 4th Street Renton, WA 98059 Attn: Marie DeWitt Curtis Goodman (206) 615-3069 Municipality Title Officer Re: Property Address: 197XX Talbot Road South, Renton, WA 98055 FOURTH REPORT First American Tttle FIie No.: 4215-1746420 Your Ref No.: RECEI\/FC JAN 2 0 20'."J Pl ANr--Ji:\,C.' Form No. 1068-2 ALTA Plain language Commitme COMMITMENT FOR TITLE INSURANCE Issued by Commitment No.: 4215-1746420 Page 2 of 10 FIRST AMERICAN TITLE INSURANCE COMPANY Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: Toe Provisions in Schedule A. Toe Requirements in Schedule 8-l. The General Exceptions and Exceptions in Schedule 8-ll. The Conditions. This Commitment is not valid without Schedule A and Section I and II of Schedule B. first American Tltle Form No. 1068-2 ALTA Plain Language Commitrni SCHEDULE A 1. Commitment Date: December 17, 2014 at 7:30 A.M. 2. Policy or Policies to be issued: General Schedule Rate 10% combination discount Standard owner's Polley Proposed Insured: To Follow Simultaneous Issue Rate with 10% combination discount AL TA Extended Loan Policy Proposed Insured: To Follow $ $ AMOUNT To Follow $ To Follow $ Commitment No.: 4215-1746420 Page 3 of 10 PREMIUM TAX To Follow $ To Follow To Follow $ To Follow 3. (A) The estate or interest in the land described in this Commitment is: Fee (B) Title to said estate or interest at the date hereof is vested in: MICHAEL J. SKAGEN AND LAURIE L. SKAGEN, HUSBAND AND WIFE 4. The land referred to in this Commitment is described as follows: Real property in the County of king, State of Washington, described as follows: The land referred to in this report is described in Exhibit A attached hereto. Rrst Americiln TJt/e Form No. 1068-2 ALTA Plain Language c.ommmne .. l The following requirements must be met: SCHEDULE B SECTION I REQUIREMENTS Commitment No.: 4215-1746420 Page 4 of 10 (A) Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (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. (E) Releases(s) or Reconveyance(s) of Item(s): (F) Other: (G) You must give us the following information: PART ONE: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. other: SCHEDULE B SECTION II GENERAL EXCEPTIONS 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, interests, or daims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, daims 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 disdose, and which are not shown by the public records. E. (A) Unpatented mining daims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (C) Water rights, daims or title to water; whether or not the matters excepted under (A), (B) or (C) are shown by the public records; (D) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, induding easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or materials or medical assistance heretofore 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 daims 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 escrow or interest or mortgage(s) thereon covered by this Commitment. Form No, 1068-2 ALTA Plain Language Commitme, PARTTWO: SCHEDULE B SECTION II EXCEPTIONS Commitment No.: 4215-1746420 Page 5 of 10 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exdusions from the coverage of the policy or policies are available from the office which issued this Commitment. Copies of the policy forms should be read. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Renton is at 1.78 %. Levy/Area Code: 2167 2. Taxes which may be assessed and extended on any subsequent roll for the tax year 2014, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an a=uing lien not yet due or payable. 3. Potential lien rights as a result of labor and/or materials used, or to be used, for improvements to the premises. The Company reserves the right to make additional requirements prior to insuring. An indemnity agreement to be completed by Michael J. Skagen and Laurie L. Skagen, is being sent to The Closing Escrow Company and must be submitted to us prior to closing for our review and approval. All other matters regarding extended coverage have been deared for mortgagee's policy. Items A through E and G and H on Exhibit B herein will be omitted in said extended coverage mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. 4. Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or encroachments, notes and/or provisions shown or disclosed by Short Plat recorded under recording number 8502261125. 5. Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or encroachments, notes and/or provisions shown or disclosed by Short Plat No. 1182029 (Revision) recorded under recording number 8607010588. 6. Agreement and the terms and conditions thereof: Between: Renton And: King County Recording Information: 9111080587 7. Agreement and the terms and conditions thereof: Between: Renton And: King County Recording Information: 9111260960 8. The terms and provisions contained in the document entitled "Ordinance No. 3096" Recorded: June 22, 1993 Recording No.: 9306221928 9. The terms and provisions contained in the document entitled "Ordinance No. 3108" Recorded: June 22, 1993 Flf'St Amt!ricitn Ttlie Form No. 1068-2 ALTA Plain Language Commttmen_ Recording No. : 9306221933 Rrst Amenaln Title Commitment No.: 4215-1746420 Page 6 of 10 , Form No. 1068-2 Commitment No.: 4215-1746420 Page 7 of 10 ALTA Plain Language Commibne .. _ INFORMATIONAL NOTES A. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RON 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County may be subject to the King County Sewage Treatment Capacity Charges. B. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following fonnat 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. E. F. LOT 1, SP. NO. 1182029 (REVISION) REC. NO. 8607010588, KING COUNlY APN: 793100-0058-00 General taxes for the year 2014, which have been paid. Tax Account No.: 793100-0058-00 Code Area: 2167 Amount: $ Assessed Land Value: $ Assessed Improvement Value: $ 2,422.88 165,000.00 0.00 The following deeds affecting the property herein described have been recorded within 36 months of the effective date of this commitment: NONE Property Address: 197XX Talbot Road South, Renton, WA 98055 NOTE: The forthcoming Mortgagee's Policy will be the ALTA 2006 Policy unless otherwise noted on Schedule A herein. NOTE: We find no judgments or Federal tax liens against the vestee herein, unless otherwise shown as a numbered exception above. NOTE: A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO WASHINGTON STATE INSURANCE CODE AND THE ALEO RATE SCHEDULE OF THIS COMPANY. , Form No. 1068-2 Al TA Plain Language Commitmc CONDITIONS 1. DEFINmONS (a)"Mortgage" means mortgage, deed of trust or other security instrument. Commitment No.: 4215-1746420 Page 8 of 10 (b )"Public Records" means title records that give oonstructive notice of matters affecting the title acoording to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B -Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public reoords or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B -Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you acoording to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. UMITATION OF OUR UABIUTY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B -Section I or eliminate with our written oonsent any Exceptions shown in Schedule B -Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us ooncerning the title to the land must be based on this oommitment and is subject to its terms. cc: Mark DeWitt, John L Scott Real Estate cc: cc: First Amenam Ttlle Form No. 1068-2 ALTA Plain Language Commitrnen. ~ ~· First American . ..... I ··:,ti First American 1itle Privacy I11fw11wttoa We AN! Cofflmlltallu ~ CudunW" Llfw11w&..1 Commitment No.: 4215-1746420 Page 9 of 10 Rrst American Title Insurance COmpany 818 Stewart St, Ste 800 Seattle, WA 98101 Pim -(206)728-0400 (800)82&-7718 Fax - In OOEr to bettef serve your needs now and In the future. we may ask you to provide us with cert3ln ir.forrnation. We under.it.and ttiat you may be concerned about what we w111 oo with such lnfcmlatlon -partio.10rty any pmon11I or fin,mdal ilfom0tion. We agree that you have II right to .now how we wll utlltze the personal rtfOrmation you provide to us.. Therefore, together with our subsidiaries we have adopted this Priva('f Poky to govern the use and handling of your personal Information. Applk:.abllfty This Pnvacy Polley goyems OUf use of the ilformi'ltion tt.at you proykle to us. It does not goye,n the fi"liWU'ler" il whidl ¥1'1!! may use information we have tt.talned from any ether soun:e, suet. as wrfonnatlon obtn1ed from a public necord or from another person or entity. first Amerbn has also adopted broader guklellnes that goven, OUr use of per.;onal infonnaoon regardless of its source. Afst Amencan cans these guidelines its Falr Information Valuies. Types of Lofu.11.atk... Depending up::ri whk:t. of our services you i!re l.tllimg, the types d nonpoolc per.iOllill inform;,tkJo that we may coled: Include: • Informatlon we receive from you oo applicatjons, forms aod in cther cc.mrru-.k::at: to us, wheth8" in writnJ, in pefSOO, tr, retepione or any otne, means; • lnformltlon about )'OI.JI" transactions wth us, our affllate;I ~ or ~; and • lnfonnatlon we receive from a coosumer reporting agency. UN of I0fw11wtk,,,1 We request ilfmnation from you tor our own legltimab! business purposes and not fot the beneft of any nooaffilaled party. Therefore, we Will not release )'OUr informatklf, to nonarmated parties except: {1) as necessary fOr us to proYlde the product or sem:e you have requested of us; ot (2) as permitted by law. We may, ~. sttR such i,fonnation lndefinltety, induding the period after Whtctl any wstomer l1Sationshl!) has ceased. Such inf'OrmaHon may be usied for any internal purpose. suet. as ~ity contm efforts or rustomer analysls. we may also provide all or the types of ruipubllc personal Information listed abtive to one or rTl(R of our affiliated companies. Such affliated companies Include finandal service pro,,iders, such as tiUe insurers, property and casualty Insurers, and trust and' investment ad'Yisol"y COfl"l)anies, ot oompanles involved in real estate services, su:ti 11s appraisal companies, ~ warranty companies and escrow comp:mles. Furthermofe, we may also proriae all the Information we co1ect, as described above, to cornpMies that perform marketing services on OCII" behalf, oo behalf' of our afflliatl!d cornpanie$ or to other financial Institutions with whom we or cu affiliated mrr.p.,rlies have joint rnanB!ng agreenmts. -~ Even If you are no bogef OUf customer, OUf Prtvacy PoHcv wlll continue to apply to you, Confldentiatlty and Security We wtll use our best efforts to ensure that oo unauthorized parties have access to any d your morm;rtjon. We restrict access to nonputlllc personal ilformat:lon about yoo to those individuals and errtlbes who need to know l:Nt Information to provide products or services to you. We will use our best efforts to train and O¥er.;ee our~ and agents to ensure that your lnrormation will be handled responsibly and in aa:ordance wltl this Privacy Poley and First Amf'ricar.'5 Fair Information Values. We curreot!y mlllntalo physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublk: personal information. lnfonnation Obtafned Through OUr Web SN:e Arst American Anancial CDrporatlon iS sensitive to prlYacy Issues on the Internet. We beieve I iS ~ you know ho¥f we tmat the lnformal:lon about you we receive on the Irtemet.. In general, you ran visit First Amerlcao or Its afflllates' Web sites on the World Wide Web wthcu: tellng us WOO 'fOU are or rew-.alklg Mr, Information about yourd. CM Web server.; collect the domain names, not the e·maH acldresses, r1 ~ This nftnnatlon iS ~ to meaSln the nurrt.er of Vlsts, average time spent on the site,. pages vieM?d and sim1Dr information. fht American uses this infonnatioo to measure the use of our site and to Ol!Yelop ideas to improYe the content r1 our !>le. Tbere are times, however, when we may need infonnatia. from you, such as JOU!" name and emal address. When information Is needed, we wll use OtA"" best efforts to Jet you know at the tlme of collection how we WII use the personal infonnatioo. Usually, the ~I information we oollec.t Is used only 11f us to resim<f to your inquiry, process an order or allow you to access specific account/profile ilformation. If you moose to share any personal Information with us, we will only use It in accordance with the polides outlned abc:IYe . ............. tkw ..... First Amefkan Flnandal Corporation's sl:e and ls afflllates' Sites may cont.tin iir.s to other Web sles. Whle we by to llnk only to sites that sh.In! our high st:and.lrtls and respect for privacy, we. are not responsllle for the conb!tlt or the privacy pradk:es en1Jla1e,d by other sle5.. -Some al Fnt American's Web sites may make use of •coolde• technology to measure sltl! actMty and to customize Information to JOI.a-personal tastes. A coolde Is an element of data that a Web sle can send to your browser, whkt. may then sll>re the mokle on JOI.a-hard cttve. firstAm mm uses stonld cookies. The goal ot this techoology Is to better serve you when ri5Dlg cu site, save you tme wt.e, you are here and to proYiOe you wth a more meaningful and produdiYe Wd, site ex:peience. Fair Lafcw11a:tk»c1 v ..... F.,,_ We consider ronsumer expectltk,, ,s about the#" prtvacy In all OUf businesses. We ooty offer produdS and servtces that ~ a favorable balance between conS\lfllef benefits and consumer -· Pubk ~ We beleve that an open public record a&ltes SiQirllflurt value for society, enhances consumer choice and a-eates consumer OJ:,pOrtuilq". We actively 5UPIX)Jt an open pubic record and empha5ile ts mportance and conbtlutlon to (U economy. U. We beleve we should behave respooslbly when we use lnl'ormation about a consumer In OU' business. We wll obey the laws gowennJ the colectlcr,, use and clssemlnation c:l data. Aa:uncJ we wll take reasonable sb!J)5 to help assure the acr::uracy Of the data we COler:t,. use and disseninate. Where possible. we wll take reasonabll! sb!J)5 to c:mect: Inaccurate lnfom'lation. When, itS with the put.lie record, we caord correct lnac:curate lntonnatlon, we wit take al reasonable sti!pS to asstst consumers In klien:lfyrlg the scuce c:l the erronet,us data si;;i that the consumer can sea,re the req..*ed corredlOns.. Ed9aatllNI We end8i!MJr to ~ the users c:l OU" prooucts and services, OU" err1)lorees and others In cu Industry at.cLt the ~nee of CXll'ISI.Wnel" prtvacy. We wll instruct CU'" ~ m OlK rair lnbmatlon '#3lueS and on the responsllle mllection and use Of dal:a. We wll entt.ural}e others in CU'" lndusby to colec:t and use Wurmation In a resporlSllle rTaMer. Security We wll maintain ~ fadb5 and systems to prOO!Ct against una!A:horlzed access ID and c:onuptlOn f:I the data we maintain. Fonn 50-PIUVACY (9/1/10) Page 1 of 1 Privacy lnfonnation (2001-2010 First.American Anaodal CorporatiOn) First American Ttlfe Form No. 1068-2 ALTA Plain Language Commibne Corrvnitment No.: 4215-1746420 Page 10 of 10 FIRST AMERICAN TITLE INSURANCE COMPANY Exhibit "A" Vested Owner: MICHAEL J. SKAGEN AND LAURIE L. SKAGEN, HUSBAND AND WIFE Real property in the County of king, State of Washington, described as follows: Lot 1, King County Short Plat No. 1182029 (revision) recorded under Recording No. 8607010588, records of King County, Washington. Tax Parcel Number: 793100-0058-00 Situs Address: 197XX Talbot Road South, Renton, WA 98055 FITSf Amerlc.an Title C':i'..lr:ty Tr!:.l :J!:><lior-, ~f T:-.>.c-: S, .S;·:i:-:; 3:cocl.. ,\ce-, ·::!·;c:.o;, e.-:.c·:::-0:: -.:, ;~ :::c: ;::-::-..t ~.'n·:·,;;J: ;·;:.:·):·:.:,_:: '..:, ;,·::::::r;-:c 12 r:,[ ?:J.(:::, ?c!.g,e 6•), ;:; 1·:\!1:,: C~tml·;•, \'/::.5ht:;~:or .. .-.~:,cr'.bi:ci :,_[. foc!.o•:.·!i: ~~~:.;~ :;.:,.:., '.· :"::-.c~: :n,.,H·;.i"! ~~~. :': :~,~C: :!·,::::,,:/;' ,\·:::e[ l::-,s :~""; ~:::::-:cc ,:.:i~::-:iwes: z.:o::-,;;: ..:c::!'!':;' !'":'c..!: ,~ ~h£ ?:;~'''-c-f ·:-,::g!!',:-:.~r:::;; .::::-·:c:s~·:--:}:::·. :=·0':"t~,::r, d~:1.::ri.bc.r2 :oo: !"ollc·::.:: :;.c:;:.:-.:-.~::;; ?..~ t::::: ;:o~:b·.;·c.'.': -.:::.-:-1:== 0:· <c:c~'.: :-.·.:..d 3; t:h~r:.c.::-r:;.!;t !36.C3 '.tet '.•.:: ~:,-.,.! 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':i:c-t:-;.<.·t '~(·'.: .:l2- li~it£~ ~~ ~~cks, :;uch 2,.,0-::':.i..::,.~.s ,:.;:-t..:-c·:ls "''"-=? .:0 ;::Jbl :.::: pucro.,:;~';!-, )S C?en s?~ce, utili- 3~e-cificc1.!.l::,: i.81::;-;- :.1 pe;:.s;...:i o::-enti '.: .. y 0);2..:.•1i!ge, ~'ii:., pla.: -:,.;:h1c:.: triu,: ~~e m::"li.ic..:. fL;::-··:'.""",ec ·_fh:' t:r,::;~r.s.~q·,·.(·(, ::-.-:.·,::;,.:-::. ,:.,f t~~ ~.:!:::~ 1-."':'r~b;-· sub--:ii.v!d'-·~1 .,.::..·v·'~ ~o::-th,:::;-:·.s;!l'.-~:':-, ~:.,:'i::-h,::i~:; .J.~oiJ .:!c.•::;i'Jn::. .?.:h~ ,::11y ;)"..:?":SOn O::'." t~~I ~; t":~ ~::,; :t~~b; ~ ~;r:~" ts~,-: ;t~.~ }~:;:~:~ .,::~~'~" t~t,~~::t "t;:: "·:}:~!~~ ~ainte~c~cc o( roats ~~ctir, L~is sub~:•=isio:1. l:-,;_s s\,Odivis::.on. C~6ic.at:o'1 -iri:5 '-~·;n'.l'E-r of cl21:.'.s is ;;-1e .. de .,.,,.ith tfl.'.! ~r=~ cnnsen~ and i11 accord3nce wilh ch~ ~esi~es of ~~ij a~n~rs, .:;..c:;:;.; i.;ader ::iy hu:-id and 19 .fj_ 7 ~ •. our !1and~ and sc~l~- ;-:,\;; c,:;,•,:... Pf?L;J;C SE\"iC:: Ir'~·:v·c::c:: C:O;'J';.t:-;:· ,1v; '27::..:-r-·~~~ :k-:.::-:3'. 1:it I~ S •• ·:::.c-sc ?-e:;:'..C.c:-,:- i·,: ·~t~ ·-· official seal ~h1s .~ /1 ~ l I 1· ·"i ,1 "' _,;±2'\-<A.-~'-':1 ·, \'~ tfot-acy Y,r,."-:r].'Lc-:>.ri&nd fur ~he St.at.e or?/..:.-._ ·.,~~:in. residing 2.t _____ _ ~~~~""'~~~~~~~~~~~- ---·---·---.-..;.,...:__ . :~~':] .:,., .-·\~--\t: •.,-, • I ss. Jn t'"r.is 22:~d cl,J_y v: <June, l:J:'.'4 1 be:":ore r,,c, G.Jil E-BrccklehurJL :·!ot.:,.r_y ·:1.!blic, f 1 s.:-so:-:ally appec::::ed DANIEL .; • ?'RZ:"-:CH and ~lA;',:Z: KARSKY, ;>~!':SOJ"li-:;.l}.y '.oo;;l1C"··::~ -:.c ;-:,_e t::i ;)2 -::~e ?ersons ::ho -':'!x:=ct.:teC thE: wi::.n:;.n ;~~ ~~ ~~~ ~~ -~ ~ ~ ~~ ~, ~~~~-~'.' ~ c,W~~: i:.~~:o ~ ~~i ~~ c~h ~; ~: ~ t: ~~~~ ~~~ .ci:. .~k~~.;, _ ].eC.,;-eG .:.c -:7:::: ':he:: "::.::~ :;:-(..•.:,:pc.:::-~ti-::,,-, "3Y~c1.1tc:c::i _. .. ; ( · l'Nr)-d;!j:u1'vZi .-.... ·,~:,:,,> :,-· ;; :,.,:,:, 2<. ~'.;~:' . ..,,-_-_-,.:, ,:,·_;_ -. (.-~, \CC',-~;-,;_;:.:,.·~? ... ··; ~ll 2 ~:z. "-.' --··---./ -s of ,:; -=- i • ; ' ' ' '. ' .. 1:, __ - 1 . ;:.-(:"· . .. ..,,_. .~:· AFFIDAVIT OF INSTALLATION OF . ~ - PUBLIC INFORMATION SIGN City of Renton Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) COUNTY OF KING ) ) ___c_h_l _K_Ec __ c_"'_K._A_6_c_N_1 _______________ , being first duly sworn on oath, deposes and says: 1. On the ~ I <:T' day of DtLE n~c e. , 20 I 4 , I installed (I) public information sign(s) and plastic fiyer box on the property located at N.;; C~~t>'\1. CF 11'-t.,l~ .. c,f rz. t::> <t for the following project: 5 . ~ ( ;; 1;~~~,:--1" t,tDt>U5 SICA()Et,_..1 =,-LuT SHc:>g,T PLAT l"2..J Proje~ ~m~ /) Tl4k~~ Owner Name 1 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs lnstallaf n" hand · t package. -i, SUBSCRIBED AND SWORN to before me this [ C. T::'day of JA,t-.k.1Al'--'i 20 I ')" ' __ . N TARY PU IC in and for the State of Washington, residing at z~o,'> Se z,:;.;~t>, ri,o.r"l..c; VAt,Lt'f, WA My commission expires on fl, 4 · I c;, RECEIVED JAi~ 2 0 20 15 H :\CED\Data\F orms-T emp 1 ates\Sel f-Hel p Han douts\PI anning\pubsi gn. doc CITY OF-tl!::NlfoN p 1\f\!,'lii·..J<::. DIVIS'10N • RECEIPT EG00032894 BILLING CONTACT MIKE J, SKAGEN LAURIE L. SKAGEN 12050 S.E. 178TH STREET RENTON, WA 98058 REFERENCE NUMBER FEE NAME .. .... .... .. LUA 15-000024 PLAN -Short P!at Fee Technology Fee Printed On: 1120/2015 Prepared By: Clark Close . LUA 15-000024 .... .. TRANSACTION TYPE Fee Payment Fee Payment of Transaction Date: January 20, 2015 PAYMENT METHOD AMOUNT PAID ........ Check #3274 Check #3274 SUB TOTAL TOTAL RECEIVED JAN 2 0 2015 CITY OF RENTON PLANNING D1Vbl0"' ........ $2,000.00 $60.00 $2,060.00 Page 1 of 1